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HomeMy WebLinkAboutLA PORTE POLICE DEPARTMENT1 -- -- -- -- -- -- — — DUMPSTER AREA AND ENCLOSURE ELECTRONICALLY CONTROLLED SA SA AHA-7,9 SA AND PROXIMITY CARD READER SA SA TOWER AND FOUNDATION ACCESSED SLIDING GATE j 5 BELOW 7? rilll� Ili ❑ 51 I I ESLA-2,4 —�- P P P P P s- - I I $ IN I V m I N AHA-7,9 I AHA- I 7 N 0 3 SB 11 16:12 SLOPE T Cr h- 4 - L I I I-� N SH L 9 ° �-6 i - ------ n� - I E ---- SB uJ ` i SA W ------------------------- �� 6 I c AHA-15 ELgCTRO AND PR( WE ------------- ,-------------, ; i ---' ACdESSE M` ---- ---- L------- I ------- _----_-1, --_---_ _---___1-_--_-_ ____--_1--___-_ I I I ---------- h------- I 1 I ' -- - - - - -I 1 1 I I I I I'-------I-------T------- I L_ 1---__-_ 1__--___ J._-__--_ ( . -----------;------; ------ FUTURE ; ------ MUNICIPAL ' ----_-_ _______T_______ _--__--;__ _-__ _--__-_i_-_-_-_ i__ I ------ FUTU ------- ; -- --- COURTS ;------- �-- =RW I .- I ]I I I /�/ ; U. I i I __---__' 1 i 1 1 I 1 I I 1 I I i i i I I 1 ----- ----- ----- ------ ----- ----- ---- - -- I---------- ' �----------- '---------- I � ' , 1 __________________________________________..vim' 1 0_11,TF_.1V.1N.G8o_,' POWERAN 0" c(�Iwso, P 4AN N�a ELECTRICAL LEGEND SYMBOL DESCRIPTION MOUNTING 0-0 POLE MOUNTED METAL HALIDE FIXTURE LETTER INDICATES FIXTURE TYPE, SEE FIXT: SCHEDULE NUMBER INDICATES CIRCUIT, SEE PANEL SCHEDULE POLE GROUND MOUNTED METAL HALIDE FIXTURE (FLAG POLE) LETTER INDICATES FIXTURE TYPE, SEE FIXT. SCHEDULE NUMBER INDICATES CIRCUIT, SEE PANEL SCHEDULE GROUND - CONDUITHOMERUN CONDUCTORS(1) GROUND, (I) NEUTRAL, (J)HOT, (f) SWITCH LEG. AHA-7,9 LETTERS INDICATE PANEL NUMBER INDICATES CIRCUIT, SEE PANEL SCHEDULE SITE PLAN NOTES 1 APPROXIMATE ROUTE OF UNDERGROUND SECONDARY SERVICE ENTRANCE CONDUITS AT 36" BELOW GRADE TO UTILITY CO. POLE MOUNTED TRANSFORMERS, PROVIDE CONCRETE DUCT BANK PER SPECIFICATIONS, VERIFY REQUIREMENTS AND LINE ROUTING WITH UTILITY CO. REFER TO ONE LINE DIAGRAM FOR CONDUIT SIZE AND WIRE SIZE. 2 1C.T. CABINET WILL BE FURNISHED AS PER UTILITY CO. SPECIFICATIONS. MOUNT C.T. CABINET ON WALL Q 6' A.F.F. TO TOP OF CABINET. UTILITY CO. TO FURNISH INSTRUMENT RATED METER AND METER CAN. CONTRACTOR TO INSTALL METER CAN ADJACENT TO C.T. CABINET AND PROVIDE INTERCONNECTING 1-1/4" C. BETWEEN METER. CABLE BY UTILITY COMPANY. VERIFY METERING REQUIREMENTS WITH UTILITY COMPANY. STUB TWO 4" CC. 30" DEEP W/ PULL WIRE FOR TELEPHONE FROM TELEPHONE -TERMINAL BOARD IN TELEPHONE ROOM TO WEST PROPERTY LINE. PROVIDE SWEEPING ELLS AT TURN -UP IN TELEPHONE ROOM. 4 STUB ONE 2" C. J: " DEEP W/ PULL WIRE (FOR CABLE TV OR OTHER UTILITY SERVICE) IN SAME DITCH. AS TELEPHONE CONDUIT FROM TELEPHONE ROOM TO WEST PROPERTY LINE. PROVIDE SWEEPING ELL AT TURN -UP IN TELEPHONE ROOM. PROVIDE FLOW FILL AS PER SPECIFICATIONS. 5 350 KW 480Y/277V 4W EMERGENCY NATURAL GAS FUELED GENERATOR SET ON:(CONGRETE PAD BY OTHERS). 6 VERIFY LOCATION OF FLAG POLES AND INSTALL FIXTURES IN SIDE WALK 6-15" TO CENTER OF FIXTURE FROM BASE OF FLAG POLE. 7 CONTINUOUS RING OF #2/O BARE COPPER SET 5 FEET OUTSIDE THE BUILDING AND f FEET BELOW GRADE, 5/8" X 10' GROUND RODS LOCATED WHERE THE GROUND RING CHANGES DIRECTION AND AT 50 FEET ON CENTER. 8 INSTALL ONE 3/4" CONDUIT TO PANEL EBLA W/ 2#10, 1#10 GND. FOR MOTORIZED GATE AND INSTALL ONE 3/4" CONDUIT W/ PULL STRING TO DISPATCH FOR GATE CONTROLS AND INSTALL ONE 314" CONDUIT FROM GATE MOTOR TO CARD READER. INSTALL CONDUITS 24" BELOW GRADE. 9 INSTALL FIXTURES 6' FROM WALL TO CENTER OF FIXTURE. ADJUST FDCNRE TO LIGHT SIGN ON WALL, FOR CONSTRUCTION DescriptionGINEER)NG F IREEK DRIVEB,TX 76262 i W CD LJ— OD n W V I Q W Eel o l- n UW Q W = W I— CU (O ti ita %%�a"Ole9CyG.�a "� ovc o <yJ �t 'APAES PHILIP B DF}RF; `�'��oo�000 ®evmc aamoec :o -"ga � c A iQ O � Date: 06-30-06 Project No. Drawn By: RDB Checked By: JB Sheet Title: SITE LIGHTING & POWER PLAN Drawing No. E1.1 LA PORTE LIGHT FIXTURE SCHEDULE TYPE MFG CATALOG NUMBER LAMPS QTY A2 LIGHTOLMR CFS2GPW232-UNVHI 2-F32T8/SPX35/ECO 61 A2D LIGHTOLIER CFS2GPW232-UNVHI (ECOIO DIMMING) 2-F32T8/SPX35/ECO 6 A3 LIGHTOLIER CFS2GPW332-UNVH3 3-F32T8/SPX35/ECO 257 A3D LIGHTOLIER CFS2GPW332-UNVHI (ECO10 DIMMING) 3-F32T8/SPX35/ECO 22 Bl LIGHTOU ER XPIGV1232-UNVHI 2-F32T8/SPX35/ECO 4 B2 LIGHTOLIER XP2GV1232-UNVH1 2-F32T8/SPX35/ECO 176 B3 LIGHTOLIER XP2GV1332-UNV1EI3 3-F32T8/SPX35/ECO 28 B32 LIGHTOLIER XP2GV1332-UNVHl/1-UNVH1/2 3-F32T8/SPX35/ECO I C2 LIGHTOLIER WA4A232-UNVHI 2-F32T8/SPX35/ECO 16 C3 LIGHTOLIER WB4B332-UNVH3 3.F32T8/SPX35/EC0 6 D2 LIGHTOLIER SS4S21711PF-UNVHI 2-F17T8/SPX35/ECO 5 D3 LIGHTOLIER SS4S225HPF-UNVHI 2-F25TS/SPX35/ECO 13 D4 LIGHTOLMR SS4S232HPF UNVHI 2-F32TS/SPX35/ECO 23 F LIGHTOLIER SW4S232-UNVHI AWG3W CSP 2-F32TS/SPX35/ECO 55 Fl LIGHTOLIER SWSS259-UNVHI (2) AWG3W CSP 2-F96T8/SPX35/FC0 8 G2 LIGHTOLIER ST4WA232-UNVHI 2.F32T8/SPX35/ECO 7 G3 LIGHTOLIER STSWA259-UNVHI 2-F96T8/SPX35/ECO 2 1112 LIGHTOLIER SLW232-UNV-1/2-EB101 2-F32T8/SPX35/ECO 4 J2N NEW STAR 53142.187PC/.125PPC 277 GEBIOLS/FNL9 2-F32T8/SPX35/ECO 1- PL9/SPX35/ECO 6 J3 NEW STAR 53143.187PC/.125PPC 277 GEBIOIS 3"F32T8/SPX35/EC0 3 J3N NEW STAR 53143.187PCL125PPC 277 GEBI0IS/FNIL9 3-F32T8/SPX35/ECO 1- PL9/SPX35/ECO 12 K2 NEW STAR 51R-142-277 GEBIOIS 2-F32TS/SPX35/ECO 30 L2 NEW STAR 5111-042-277 GEBIOIS 2-F32T8/SPX35/ECO 6 M LIGHTOLIER 8021CCLW / 7132LUECOIO 1-F32TBX/SPX35/A/4P 6 N LIGHTOLIER 8023CCLW/8142VU 1-F42TBX/SPX35/A/4P 30 P LIGHTOLIER XP2FV1232-UNVHI 2-F32T8/SPX35/ECO 11 R PATHWAY IMCR-120/277-ROOM IN USE LED 2 X LIGHTOLIER LLAURW LED 27 XI LIGHTOLIER LLAURW LED 2 X2 NEW STAR 61-SF PL -277FLrEMB 2-PL7 2 SA WIDELITE ECA231QV-1000MH480-BRP-LP 1-MVR1000NBU/HO1000W 8 POLE RTS-35.8511-11Z-DM10 8 SB WIDELITE ECA231QV-1000MH-480-BRP-LP 1-MVR1000NBU/HO1000W 2 POLE RTS-35-8511-11Z•DM10 2 SB2 WIDELITE ECA232QV-1000MH-480-BRP-L.P 2-MVR1000NBU/HO1000W 2 POLE RTS-35.8511-BZ•DM2180 1 SC GARDCO 101-FT-150MH-277-BRP-LP 1-MVR150/U/MED/O150W 5 SD GARDCO 101-WF150MH-277-BRP-LP 1-MVR150/U/MED/O15OW 6 SE CAPRI CM6 /M50 / V65 1-MVR50/U/MED/O 50W 4 SG BRONZELITE DB2175MH-277-D-F N-R-N LAMP INCLUDED 2 SH IBRONZELITE DB2175MH-277-D-H-N-R-N LAMP INCLUDED 2 P&S WS-3000-277V MOTION DETECTION OCCUPANCYSENSOR 59 P&S HS-1001 PASSIVE INFRARED OCCUPANCY SENSOR W/277V POWER PACK 1 P&S US-1001 ULTRASONIC CEILING OCCUPANCY SENSOR W/277V POWER PACK 2 NOVA T (NTF-10-277V) DIMMER 3 NOVA T (NTF 103R-277V) DIMMER 2 UGHTING GENERAL NOTES 1. ALL FLUORESCENT FIXTURES TO HAVE ELECTRONIC BALLASTS. (T.H.D. <10°/a) 2. ALL FLUORESCENT AND PL LAMPS TO BE 35K UNLESS NOTED OTHERWISE 3. ALL HATCH MARKED FIXTURES WILL BE ON STAND-BY GENERATOR POWER. 4. ALL FIXTURES WITH TAMPER RESISTANT SCREWS SHALL BE TORX REJECTION LIGHTING LEGEND SYMBOL DESCRIPTION MOUNTING FLUORESCENT LIGHT FIXTURE 0 LEr7ERINDICATES FIXTURE TYPE, SEE FIM. SCHEDULE CEILING A NUMBER INDICATES CIRCUIT, SEE PANEL SCHEDULE FLUORESCENT LIGHT FIXTURE W/NIGHT LIGHT ON UNSWITCHED GENERATOR POWER CEILING A LETTER INDICATES FIXTURE TYPE SEE Fin SCHEDULE NUMBER INDICATES CIRCUIT, SEEPANEL SCHEDULE FLUORESCENTLIGHTFIXTURE ON UNSWITCHED GENPWR CEILING ® LETTER INDICATES FIXTURE TYPE, SEE FIX-: SCHEDULE A NUMBER INDICATES CIRCUIT, SEE PANEL SCHEDULE FLUORESCENTLIGHTFIXTURE ON SWITCHED GER.PWR 17A LETTER INDICATES FIXTURE TYPE, SEE FIXT. SCHEDULE WALL NUMBER INDICATES CIRCUIT, SEE PANEL SCHEDULE FLUORESCENT LIGHT FIXTURE ON UNSWITCHED GEN PWR LETTERINDICATES FIXTURE TYPE, SEE FW.. SCHEDULE WALL I�A NUMBER INDICATES CIRCUIT, SEE PANEL SCHEDULE. 4' FLUORESCENT LIGHT FIXTURE W/WIRE GUARD LETTER INDICATES FIXTURE TYPE, SEE FV(r SCHEDULE CEILING A NUMBER INDICATES CIRCUIT, SEE PANEL SCHEDULE 8'FLUORESCENT LIGHT FIXTURE W/WIRE GUARD �A LETTER INDICATES FIXTURE TYPE, SEE FICT. SCHEDULE CEILING NUMBER INDICATES CIRCUIT, SEE PANEL SCHEDULE F FLUORESCENTLIGHTFIXTURE2X4 LAPIN LETTER INDICATES FIXTURE TYPE, SEE I = SCHEDULE CEILING A NUMBER INDICATES CIRCUIT, SEE PANEL SCHEDULE ® FLUOR.LIGHT FW.. 2X4 LA YIN ON UNSWITCHED GEN PWR LETTER INDICATES FIXTURE TYPE, SEE FIM. SCHEDULE CEILING A NUMBER INDICATES CIRCUIT, SEE PANEL SCHEDULE FLUOR. LIGHTFIXT. 2X4 LAPIN ON SWITCHED GENPWR LETTER INDICATES FIXTURE TYPE, SEE FIKT. SCHEDULE CEILING NUMBER INDICATES CIRCUIT, SEE PANEL SCHEDULE IO® EXITLIGHT(ARROW(S)AS INDICATED, SHADE INDICATES FACE, LETTER INDICATES FIXTURE TYPE, NUMBER CEILING e-X INWCATESCIRCUIT.) ROOM IN USELIGHTED SIGN. FiTul LETTER INDICATES FIXTURE TYPE NUMBER WALL INDICATES CIRCUIT.) MH WALL PACK ❑oP LETTER INDICATES FIXTURE TYPE, SEE FIM. SCHEDULE WALL NUMBER INDICATES CIRCUIT, SEE PANEL SCHEDULE $ SINGLE POLE SWITCH 2OA(120277V) WALL -50"AFF $o THREE WAYSWITCH 2OA(120277V) WALL -50"AFF $a FOUR WAYSWITCH 2OA(120/277V) WALL -50"AFF $o FLUORESCENT DIMMER (277V) WALL-50"AFF SEEFIXTURESCHEOULE FOR SIZE $as THREE WAYFLUORESCENTDIMMER (277V) WALL-50"AFF SEE FIXTURE SCHEDULE FOR SIZE O WALL MOUNT -MOTION DETECTOR SWITCH (277V) WALL -50"AFF EQUAL TO P & S WS-3000 .--� WALL MOUNTPASSIVE INFRARED OCCUPANCYSENSOR WALL -108"AFF EQUAL TO P&SHS•1001 �11 ULTRASONIC CEILING OCCUPANCY SENSOR (277V) CEILING 1 Y EQUAL TO P It S US-1001 91 POWER PACKRELAYFOR MOTION SENSORS (277V) ABOVE CEILING EQUAL TO P & S PWP277 Sx KEY OPERATED SINGLE POLE SWITCH (120277V) WALL-50"AFF EQUAL TO LEV. 1221.2E Sn KEYOPERATED THREE WAYSWI7'CH(120277V) WALL -48"AFF EQUAL TO LEV. 1223.2L OVERALL LI SCALE: 1 /16" = 1'-t GHTING AREA 'B' _ AREA 'A' - G 5 0 0 a a - 'a o a-�mxss n £ I rscan � a ■ , �„v iN'wl v„siii Irk! [ o o ° ° �'', ° to ■;; Sa�� 1 sr•";I o� o • MRU CONTACTO SE W For "7 0 6 I: II I K2II�II o I . �X2II II�II - 1 I � . II�II a 1111111 - - m o IA'I 'E� �' oo Jvlr tlo r,1t' ° I.iu1nimv.� 6 w� -w�El Iy�t�'i i1♦ r' tom', ��. N =IN MN- FI R=110=0llw` lox Cl II i 0 it I CONTACTOR c' ° 11 I v - -- C: 0 C � 1I141� � F3sTi'., 3gul iit'iT. p iTT;i 3'£TR ci o _ G � m t � _ AREA 'B' AREA 'A' LIGHTING PLAN NOTES GENERAt, NOTES: A. IcoNDurr __ ROUTING FOR EMERGENCY LIGHTING ON SHEETS E2.2, E2.2A, E2.2B. B. ALL 277V LIGHTING CIRCUITS LONGER THAN 230 FT. SHALL BE #10 AWG FULL LENGTH. C. ALL 120V LIGHTING CIltCU1TS LONGER THAN 100 FT. SHALL BE #10 AWG FULL LENGTH. SPECIFIC NOTES: 1. INSTALL P & S WS-3000-277 V OR EQUAL MOTION DETECTION OCCUPANCY SENSOR IN PLACE OF STANDARD WALL SWITCH. 2. INSTALL P & S HS10010R EQUAL PASSIVE INFRARED OCCUPANCY SENSOR JUST BELOW THE 2%2' CEILING ON WALL AT LOCATION SHOWN, MOUNT POWER PACK IN CEILING SPACE. RUN #18/3 JACKETED BELL WIRE FROM POWER PACK TO WALL SENSOR. SWITCHES FOR LIGHTING WILL OPERATE THROUGH POWER PACK. 3. INSTALL STAGGER STRIP FLUORESCENT IN TOP OF GYP BOARD COVE (REF. ARCHITECTURAL DETAIL). DIVISION 16 TO PROVIDE FULL LENGTH NOMINAL 1" X 1" X 1 "H PARABOLIC PLASTIC LOUVERS W/ SILVERED FINISH LOUVER SET ON ANGLES AT COVE BORDER (PROVIDED W/ CEILING FINISH). 4. TWO LUTRON NOVA-T 04TF-10-277V-IV) SLIDE TO OFF WALL BOX DIMMERS FOR FLUORESCENT FIXTURES. ONE DIMMER TO SWITCH FIXTURES WITH #1 AND ONE DIMMER TO SWITCH FIXTURES WITH#2. INSTALL DIMMERS IN SEPARATE WALL BOXES, THE ECO-10 BALLAST IN FIXTURES WILL REQUIRE THREE LINE VOLTAGE WIRES: 1 HOT,1 DIMMED HOT & 1 NEUT. 5. ONE LUTRON NOVA-T OUF-10-277V-M SLIDE TO OFF WALL BOX DIMMER TO SWITCH TYPE M FIXTURES AND ONE THREE WAY SWITCH TO WORK IN CONJUNCTION WITH THE NOVA-T (NTF-103P-277) TO SWITCH THE TYPE A3C FDLTURES. THE ECO-10 BALLAST IN FIX URES WILL REQUIRE THREE LINE VOLTAGE WIRES: 1 HOT,1 DIMMED HOT, & i NEUTRAL, 6.DUAL LEVEL SWITCHING. ONE SET OF THREE WAY SWITCHES ON FIXTURES WITH #1 AND THEOTHER [DIMMER SET OF THREE WAY SWITCHES ON FIXTURES WITH #2. CHAIN -HANG PIXTURES PROM OPEN STRUCTURE AS DIRECTED. PROVIDE UNISTRUT CHANNELS FOR SPANNING JOISTS WHERE REQUIRED. COORDINATE EXACT ARRANGEMENT OF FIXTURES IN MECHANICAL ROOMS WITH EQUIPMENT. 8. _ DUAL LEVEL SWITCHING. ONE SET OF THREE WAY SWITCHES ON FIXTURES WITHOUT HATCH MARKS AND THE OTHER SET OF THREE WAY SWITCHES ON FIXTURES WITH HATCH MARKS. THE HATCHED FIXTURES ARE ON STAND-BY EMERGENCY GENERATOR POWER. 9. DUAL LEVEL SWITCHING. ONE SINGLE POLE SWITCH ON FDCTURES WITH #1 AND THE OTHER SINGLE POLE BWTfCH ONFDaUZES WITH #2. 10. NOT USED: 11. ONE LAMP OF FIXTURE ON STAND-BY GENERATOR POWER. REFER TO SHEET E2.2A OR E2.211 FOR CIRCUIT INFORMATION. 12. ON STAND-BY GENERATOR POWER. REFER TO SHEET E2.2A OR E2.2B FOR CIRCUIT INFORMATION. 13. NOVA-T (NTF-103P-277) SLIDE TO OFF WALL BOX DIMMER FOR FLUORESCENT FDCI'URES. 14. INSTALL P & S US1001 OR EQUAL ULTRASONIC CEILING OCCUPANCY SENSOR CENTERED IN ROOM 174 ON 2X2 CEILING, MOUNT POWER PACK IN CEILING SPACE, RUN #18/3 JACKETED BELL WIRE FROM POWER PACK TO CEILING SENSOR. SWITCH FOR LIGHTING WILL OPERATE THROUGH POWER PACK. 15. #10 AWG BRANCH CIRCUIT FULL LENGTH. 16. MOUNT TYPE L2 FIXTURE 10' AFF ON WALL. AT LOCATION SHOWN. (TYP OF ALL TYPE L2 FIX URES.) REFER TO E2.211 FOR BRANCH CIRCUIT INFORMATION. 17. NINE WATT LAMP OF ALL TYPE J2N AND J3N FIXTURES ON CONTINUOUS STAND-BY GENERATOR POWER 18. ONE KEYED SWITCH FOR DAY ROOM LIGHTS AND ONE KEYED SWITCH FOR ALL CELL LIGHTING. KEY PLAN AN Ha FOR CONSTRUCTION Revisions Rev. Dale Description TRIPLE J ENGINEERING,. 547 INDIAN CREEK DRIVE TROPHY CLUB,TX 76262 817-49I-2I9I W � I- 0 ^^ n W r W W W t� I__I_ n UW W =W 1- U 0 I ���� °auoc000aao Q�v SIrVAg ��aoc°�oe000 o°aoonoe°oa°aoea°-•i}p q P JAMES PHILIP 6 ARF; V95 (pj � ec000eooconqa�o4 gpac/�.�e�p°o �[�po>a000< c •A °p -T 1�tI 8 F- oe9° ivAi Date: 06-30-06 Project No. Drawn By: RDB Checked By: JB Sheet Title: OVERALL LIGHTING PLAN Drawing No. E2, 1 ;EA 'B' - ;EA 'A' LIGHTING SCALE: 1 /8" = 1 I I I ISC I I I I I tUC2 4C2 0 Mir � lum 82 B2 132 Emu F= s I CZ a 82 A3 A3 F F F F B2 -- J - - — A3 A3 3Z�BHA-13 BHA-7 BHA-2 J J 82 F F F F1 ® -� 1 -_ A 82 B2 �6: 12 B2 B2 J J J J - - n \ E12 F.W 1�rME A3 A3 I:Bi v t'+ HA-12 M u J Fl u C — J B2 MMB3 B3 B3 83 83 A2D A2D A3 82 B2 J B2 2 t 2 1 2 A3 A3 A3 A3 82 B2 J J J B2 B2 M � � � imi A3 Vill2 1 2 1 B2 B2 B2 O J A3 A3 A3 A3 3 4 III 82 G3 P P 82 B2 A3 A3 A3 A3 - J B2 F o F F F m (a)- �eZ __x B2 x ® 62 J 1 L D4 m m P P 82 J 82 B2 ® A3 A3 A3 t A3 i 1 J J D3 3 B2 M FM I 1 D 12 2 1 2 7 , 3 B2 B2 B2 ell 82 p ® 82 D A3 A3 A3 A3 D4 J 82 82 A3 A3 A3 A3 82 J J ON AHA-8 72 4 D3 �® EMM m m m m A3 A3 3 3 A3 A3 A3 P 82 82 o-- o--- o---ell___ A3 - A3 A3 A3 B �® J 82 4 __-__ 82 B2 A3 A3 A3 M B2 2 1 2 1 P P P ==a== ==a== A3 D3 HP _ M❑ REF �® 1 a F82 82 B2 A3 82 A3 ® ® D s -82 - --_ --_mom_- D4 A ° ®x 82 B 1 ° ❑ A3 J D Ft F P B2 A3 02 _ -- _= of b; P -M ®� � EEOAm A31 x �B2 -� = B® ® ® � I D. n u . B2 82 ® 3 ° B2 82 82 F F F - - � AW AW AM A3 ON AHA-8 ell D M M 82 A3 A3 A3 A3 A3 A3 A31) 2 1 2 1 F F F D4 2 1 2 1 2 1 x 3 A3D A31) AW 12 - F 7 A3 A3 A3 A3 A3 A3 ° °-- °- c - B2 82 B2 M F � � F 1 2 1 AM 2 ImiRJE 1 2 1 2 1 2 F F F J 82 A31) A31) A31) AM D. A2 82 B2 B2 A3 A3 A3 A3 A3 A3 ° �IMI 2 m 3 © � � � � 1 2 1 2 N® 1 1 Ip 2 1 2 1 2 1 A3 F F F D 82 A3D A3D AM 2 n _— mimi B2 --- - B2 J 82 A3 t A3 A3 A3 A3 A3 1- 2 1 2 NQ D ® ®®® ® ® ° B FF82 2 1 2 1 2 A3 A3 ------------------- ®x x _ ° FF-77M 0 I AREA'B' -� _ _AREA 'A' I I I I I i I i SD I I I i I i I I I I I°C SD ® A3 ==-A3 ®N B3--- 83 --- D4 D4 IC 12 AMA3D A3D RfiR �� I 83 I A3 A3 B2 FMM FM FMAFMM 3 M M i F- I 7 A2 A3 A3 ® I I ® 9 9 IA3 A3 I i ® x D4 1 ® ® 8 (6) TYPE M I B2 I SD B2 A3 83 A3 A3 O ®N N ON I SC � � � m m ® E � � A A3 N N AHA-15 1 AM AW AW I A3 A3 6 THRU — N CONTACTOR �' ° N N N ® B2 B2 13 B2 B2 B2 82 82 ®N I I I n n n o o ° N N N A3 A3 A3 A3 A3 A3 A3 =_4== A3 NO ©N ®N M - T-- B2 A3 A3 A3 A3 A3 N ®N - e-E-01 ° -e -O - e ----- --°-- ¢- ° z- EMM °- N ° B2 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 87 Bt --- — ---J I SC I ®N o ON j AHA-15 - - - - - - - - - - - - - - - - - - - - - - - AREA 'A' -------- THRU CONTACTOR CMAPNoi �4N NOQ KEY PLAN FOR CONSTRUCTION IN Revisions Rev. Date Description CRIPLE J ENGINEERING 547 INDIAN CREEK DRIVE j TROPHY CLUBJX 76262 317-491-2191 i i W 0 OD nm Q� W W W / O Q n n I� UW � W Z W I- U O n }y( po ? t �p°°°n°0°2°°°VQc°° 6r6 CObGTO e�.�'n •I�1 N(J JAh1ES PHI IF UDAB d �<°n YO°JO 90 aQb nu^� c� �4 Date: 06-30-06 Project No. Drawn By: RDB Checked By: JB Sheet Title: LIGHTING PLAN - AREA 'A' Drawing No. E2. 1 A I LI I I ON AHA-15 THRU CONTACTOR I I I I I I SC ° I I I I T F F F L ° J3N 2 x J3N� 2 i J3N E U' F1 0 C2 C2 J3N 2 h 2 1X2 K2a K2 K K2 v K2 G2- I O - C2 K2 I I Ell I ---t—Qom---- C2 ---��----- _ I K2 G2 i B2 EE _------- X F O 0I J2N O 2N N QN �a N J3N I �J3 i ( ®X2 N T T T �J) I a aK2 K 2 I LIGHTING , P,LAN AREA ' B' 11 J3 - 1 —0 ctvu+Not ,' K2 K2 T 0l I SCALE: 1 /8 BAN NOP * -- ° so a� _ K�-2p J2N _ I J3N I T , z X2 , I K2 � u � I ®® I , u J3N J3 I J2N _ o K2 C3 SE I H2 _HH2I H2 - A3 A3 A3 A3 I K2 K® H2 c A3 A3 1 1 J A3 ----- --- J J 1 1 J I /�82A3 R- EMM.C3 �C3 C3� A2 A3 A3 ®X "� I�`�I 6a- ----- A3A3 A3 B2 � 1A3 A3 A3 A3 A3 J J ° SDI I m II F1 Ali F1 II I I IL — II II II F1 F1 Fi C2 C2 83 C2 C20 0 �ZG2 &A K2 A3 u �I_ _ —T.9 -- TI o 1 t I I� — F• F A3 A3 o A3 A3 A �82 J 14 J J B2 .� I J A3 A3 ✓< 43 A3 A3 A3 J A3 A3 A3 A3 A3 B2 B2 B2 A3 � J A3 _ J J I 1 J C3 a A A3 A BHA-6 A3 B2 ° A3 A3 I I 82 J ®-------- 1.11 1 A3` 1 A3 A3 I A3 82 J a T® ® X A3 A3 ° A3 A3 1 A3 A3 A3 B2 B2 X I J B2 J J d1i 1 R U R I B2 M J JIII B2 J A3 X 0 ° A3 G2 a B2 B2 1 J 62 A3 A3 3 A3 A3 B2 1 1 A3 I , A3 J J J J J A3 A3 1 A3 A3 82 B2 02 I A3 A3 a G2 A3 D2 A3 A3 J B2 J A3 I , -- F F F- A2 A2 J 3 82 I I D3 B3 83 A3 A3 J A3 I , 1 ARE A ' B J B3 J B3 82 A3 A3 D S I A2 A2 A3 A3 82 , F F F J 3 J J J A3 I I AREA 'A' A2 ° � 83 83 A3 I 2 A2 1 D2 1 A3 3 2 62 ® 1 I F F F 81 J B1 3 A3 A3 82 � X �— 82 82 I ON I AHA-15 THRU KEY PLAN Mi J ellIII® D4 B2 aX J I CONTACTOR ,e B2 A3 A3 B2 3 D3 FA3 B2 B2 I AREA ' B' F F F J - - — A3 - - - FOR CONSTRUCTION Revisions Rev, Date Description TRIPLE J ENGINEERING 547 INDIAN CREEK DRIVE TROPHY CLU%TX-76262 817-491-2191 W � O=D n W ' / n W W OI— f- Q I— n UW Q W = W • I— U nO IJ. or e� 09e V-7.-ap6 Om°. i� }r� '9on,- N Na:,- 8 s��0. ® ff. � ... °a �e1eneouov an°°°toa r by JAMES PHILIP •°Or+°°00°fi.WIO!%�V� C963rU-^P09G3> >� Dote: 06-30-06 Project No. Drawn By: RDB Checked By: JB Sheet Title: LIGHTING PLAN — AREA 'B' Drawing No. E2, 1 B II LA PORTE LIGHT FIXTURE SCHEDULE TYPE MFG CATALOG NUMBER LAMPS QTY A2 ILUIGHTOLIER CFS2GPW232-UNVBI 2-F32T8/SPX35/ECO 61 A21) ILIGHTOLIER CFS2GPW232-UNVHI (ECO10 DIMMING) 2-F32T8/SPX35/EC0 6 A3 ILIGHTOLIER CFS2GPW332-UNVH3 3-F32T8/SPX35/ECO 257 A31) ILIGHTOLIEER CFS2GPW332-UNVHI(ECOI0DIMMING) 3-F32T8/SPX35/EC0 22 Bl ILIGHTOLIER XPIGV1232-UNVHI 2-F32T8/SPX35/ECO 4 B2 ILIGHTOLIER XnGV1232-UNVEI 2-F32T8/SPX35/ECO 176 B3 LIGHTOLIER XP2GV1332-UNVH3 3-F32T8/SPX35/ECO 28 B32 LIGHTOLIER XP2GV1332-UNVHI/1-UNVH1/2 3-F32T8/SPX35/EC0 1 C2 LIGHTOLIER WA4A232-UNVHI 2-F32T8/SPX35/ECO 16 C3 LIGHTOLIER WB4B332-UNVH3 3-F32T8/SPX35/EC0 6 D2 LIGHTOLIER SS4S21711PFUNVHI 2-F17T8/SPX35/ECO 5 D3 LIGHTOLIER SS4S225HPF UNVHI 2-F25T8/SPX35/EC0 13 D4 LIGHTOLIER SS4S232HPF-UNVM 2-F32T8/SPX35/EC0 23 F ILIGHTOLIER SW4S232-UNVHI AWG3W CSP 2-F32T8/SPX35/ECO 55 F1 ILIGHTOLIER SWSS259-UNVffi (2) AWG3W CSP 2-F96T8/SPX35/ECO 8 G2 ILIGHTOLIER ST4WA232-UNVHI 2-F32T8/SPX35/ECO 7 G3 LIGHTOLIER STSWA259-UNVHI 2496TWEII'V5/ECO 2 H2 LIGHTOLIER SLW232-UNV-1/2-EB101 2-F32T8/SPX35/ECO 4 J2N NEW STAR 53142.187PC/.125PPC 277 GEBI0IS/FNL9 2-F32T8/SPX35/EC0 1- PL9/SPX35/ECO 6 J3 NEW STAR 531 43.187PC/.125PP C 277 GEBIOLS 3-F32T81SPX35/EC0 3 J3N NEW STAR 53143.187PC/.125PPC 277 GEBIOIS/FNL9 3-F32T8/SPX35/ECO I- PL9/SPX35/ECO - 12 K2 NEW STAR 5IR-142-277 GEBIOIS 2-F32T8/SPX35/EC0 30 L2 NEW STAR 5111-042-277 GEB101S 2-F32T8/SPX35/ECO 6 M LIGHTOLIER 8021CCLW / 7132LUEC010 I-F32TBX/SPX35/A/4P 6 N LIGHTOLIER 8023CCLW / 8142VU 1-F42TBX/SPX35/A/4P 30 P LIGHTOLIER XP2FV1232-UNVHI 2-F32T8/SPX35/EC0 11 R PATHWAY LXICR-120/277-ROOM IN USE LED 2 X LIGHTOLIER LLAURW LED 27 XI LIGHTOLIER LLAURW LED 2 X2 NEW STAR 61SF-PL-277FL-EMB 2-PL7 2 SA WIDELITE ECA231QV-IOOOMH480-BRP-LP 1-MVR1000NBU/H0100OW 8 POLE RTS-35.8511-BZ-DM10 8 SB IWIDEUTE ECA231QV-I000MH480-BRP-LP 1-MVR1000NBU/H01000W 2 POLE RTS35.8511-B7,DM10 2 S112 IWIDELffE ECA232QV-I000A H480-BRP-LP 2-MVR1000NBU/HO 1000W 2 POLE RTS-35-8511-B7,DM2180 1 SC IGARDCO 101-FT-15OMH-277-BRP-LP 1-MVR150/U/MED/O15OW 5 SD GARDCO 101-WT-ISOMH-277-BRP-LP 1-MVR150/U/MED/O15OW 6 SE CAPRI CM6 /M50 / V65 1-MVR50/U/MED/O 5OW 4 SG BRONZELYTE DB2175MH-277-D-F N-R"N LAMP INCLUDED 2 SH BRONZELITE DB2175MH-277-D-H-N-R-N ILAMPINCLUDED 2 P&S WS-3000-27TV MOTION DETECTION OCCUPANCY SENSOR, 59 P&S HS-1001 PASSIVE INFRARED OCCUPANCYSENSOR W/277V POWER PACK 1 P&S US-1001 ULTRASONIC CEILING OCCUPANCY SENSOR W/277V POWER PACK 2 NOVA T (NTR10-277V) DIMMER 3 NOVA-T (NTF-103P-277V) DIMMER 2 LIGHTING GENERAL NOTES 1. ALL FLUORESCENT FIXTURES TO HAVE ELECTRONIC BALLASTS. CEILD. <10°/u) 2. ALL FLUORESCENT AND PL LAMPS TO BE 35K UNLESS NOTED OTHERWISE 3. ALL HATCH MARKED FIXTURES WILL BE ON STAND-BY GENERATOR POWER. 4. ALL FIXTURES WITH TAMPER RESISTANT SCREWS SHALL BE TORX REJECTION. LIGHTING LEGEND SYMBOL DESCRIPTION MOUNTING FLUORESCENT LIGHT FIXT URE LETTER INDICATES FIXTURE TYPE SEE FIXT SCHEDULE CEILING A NUMBER INDICATES CIRCUIT, SEE PANEL SCHEDULE FLUORESCENT LIGHT FIXTUREWI NIGHT LIGHT ON UNSWITCHED GENERATOR POWER CEILING ® LETTER INDICATES FIXTURE TYPE, SEE FIXT SCHEDULE A NUMBER INDICATES CIRCUIT, SEEPANEL SCHEDULE FLUORESCENTLIGHTFIXTURE ON UNSWITCHED GEN PWR CEILING ® LETTER INDICATESFIXTURE TIDE SEE FIXT. SCHEDULE A NUMBER INDICATES CIRCUIT, SEE PANEL SCHEDULE FLUORESCENT LIGHT FIXTURE ON SWITCHED GEN. PWR 67A LETTER INDICATES FIXTURE TYPE, SEE FIXT. SCHEDULE WALL NUMBER INDICATES CIRCUIT, SEE PANEL SCHEDULE FLUORESCENT LIGHTFIXTVRE ON UNSWITCHED GEN PWR LETTER INDICATES FIXTURE TYPE, SEE FIKT. SCHEDULE WALL A NUMBER INDICATES CIRCUIT, SEE PANEL SCHEDULE W FLUORESCENT LIGHT FIXTURE W/WIRE GUARD ® LETTER INDICATES FIXTURE TYPE, SEE FIXT. SCHEDULE CEILING A NUMBER INDICATES CIRCUIT, SEE PANEL SCHEDULE B' FLUORESCENT LIGHT FIXTURE Wr WIRE GUARD LETTER INDICATES FIXTURE TYPE, SEE FIXT. SCHEDULE CEILING A NUMBER INDICATES CIRCUIT, SEE PANEL SCHEDULE F=7ALETTER FLUORESCENT LIGHT FIXTURE2X4 LAYIN INDICATES FIXTURE TYPE, SEE FIT. SCHEDULE CEILING NUMBER INDICATES CIRCUIT, SEE PANEL SCHEDULE FLUOR. LIGHTFIXT. 2X4 LA YIN ON UNS WITCHED GEN PWR ® LETTER INDICATES FUTURE TYPE SEE FIXT. SCHEDULE CEILING A NUMBER INDICATES CIRCUIT, SEE PANEL SCHEDULE FLUOR, LIGHT FW.. 2X4 LAYIN ON SWITCHED GEN PWR LETTER INDICATES FIXTURE TYPE SEE FlXT..SCHEDULE CEILING NUMBER INDICATES CIRCUIT, SEE PANEL SCHEDULE la® EXIT LIGHT(ARROW(S) AS INDICATED, SHADE INDICATES FACE ,LETTER INDICATES FIXTURE TYPE, NUMBER CEILING X INDICATES CIRCUIT.) ROOM IN USE LIGHTED SIGN. I TI-JI LETTER INDICATES FIXTURE TYPE, NUMBER WALL INDICATES CIRCUIT.) MH WALL PACK (]P INDICATESFWURE TYPE, SEE FAT SCHEDULE WALL CIRCUIT, PANEL SCHEDULE NUMBER INDICA $ SINGLE POLESWITCH20A(1202770 WALL-50"AFF $3 THREE WAY SWITCH 2OA(120277V) WALL -50"AFF $q FOUR WAY SWITCH 2OA(120,277V) WALL -50"AFF $a FLUORESCENTDIMMER (277V) WALL -50"AFF SEE FIXTURE SCHEDULE FOR SIZE $as THREE WAYFLUORESCENTDIMMER (277V) WALL-50"AFF SEE FIXTURE SCHEDULE FOR SIZE (]' WALL MOUNTMOTION DETECTOR SWITCH(2770 WALL-50-AFF EQUAL TO P & S WS4000 WALL MOUNTPASSIVE INFRARED OCCUPANCYSENSOR WALL -108"AFF EQUAL TO P & S HS-1001 i �y ULTRASONIC CEILING OCCUPANCY SENSOR (277V) CEILING EQUAL TO P & S US-1001 POWER PACK RELAY FOR MOTION SENSORS(27M ABOVE CEILING EQUAL TO P & S PWP217 SK KEY OPERATED SINGLE POLE SWITCH(12027N) WALL-50°AFF EQUAL TO LEV. 1221.2L Sy KEY OPERATED THREE WAYSWITCH (120277V) WALL -48'AFF EQUAL TO LEI! 1223-2L OVERA SCALE: 1 / 1 I EMERGENCY LIGHTING 11-011 CLFAPNOI & CLFAPNOI_ELECT m IF G �Y' II�III t r3 ■ `Y 11i�11 ® ; ' o '�■" I�i°�� n oo� �a00000„� o o �000 o-�:oo°oo o,o.olo,o� � pp II ° ■ o 0 o I>o o' o o q0 • p O qv I of 0 r 01: of o 0 07 :I 0 0l �I I I o o: of o o: o'' o o � •�, �L>7T O! 0 0 0 �� JI■ 1� r, ��. �O� o o k 0.. 0 01 0 0 (I�� I �II ".,... i•--«� ii;raa ���� � -� °II alp �I��©��� 1�■.�— O I�r �ii _ r ° ° nr an{{[ a/c�- Lr- ra7c I�1�1111 . . u ni �n ',� 41l' � _ IE & � �� ` I� '..-._. .�_ .i -'� i� it�rw Irate la3m •• r ca __ m-a m me IIPan MD MD 2 2 li5 e �•'� - I � Yi. nt• 0 0 Ii nor 3$� i�:O �..� �.� _..)� )03� ..x733� £H_� F�ID S�� �_•S F.:.� 8i]a S-.� °� G�°�I: E C a � E LIGHTING PLAN NOTES GEhIERAL NOTES: A. CONDUIT ROUTING FOR EMERGENCY LIGHTING ON SHEETS E2.2, E2.2A, E2.2B. B, ALL 277 V LIGHTING CIRCUITS LONGER THAN 230 FT. SHALL BE #10 AWG FULL LENGTH, --_ C. ALL 120V LIGHTING CIRCUITS LONGER THAN 100 FT. SHALL BE #10 AWG FULL LENGTH. RPECMC.NOTF.S_- 1. INSTALL P & S WS-3000-277V OR EQUAL MOTION DETECTION OCCUPANCY SENSOR INPLACE OF STANDARD WALL SWITCH. 2. INSTALL P & S HS1001 OR EQUAL PASSIVE INFRARED OCCUPANCY SENSOR JUST BELOW THE 2 X2' CEILING ON WALL AT LOCATION SHOWN; MOUNT POWER PACK IN CEILING SPACE. RUN #18/3 JACKETED BELL WIRE FROM POWER PACK TO WALL SENSOR. SWITCHES FOR LIGHTING WILL OPERATE THROUGH POWER PACK. 3. INSTALL STAGGER STRIP FLUORESCENT IN TOP OF GYP BOARD COVE (REF. ARCHITECTURAL DETAIL). DIVISION 16 TO PROVIDE FULL LENGTH NOMINAL V X 1" X i "H PARABOLIC PLASTIC LOUVERS LVERED FINISH LOUVER SET ON ANGLES AT COVE BORDER (PROVIDED W/ CEILING FINISH). LUTRON NOVA-T (NTF=10-277 V-TV) SLIDE TO OFF WALL BOX DWVIBRS FOR FLUORESCENT RES. ONE DIMMER TO SWITCHFDt'1'URES WITH#1 AND ONE DIMMER TO SWITCH FIXTURES #2. INSTALL DIMMERS IN SEPARATE WALL BOXES. THE ECO 10 BALLAST INE THREE LINE VOLTAGE WIRES: 1 HOT,1DIMIIVIED HOT & 1 NEUT. UTRON NOVA-T (NTFA0-277V-TV) SLIDE TO OFF WALL BOX DIMMBR TO SWITCH TYPE M RES AND ONE THREE WAY SWITCH TO WORK IN CONJUNCTION WITH THE NOVA-T (NTF-103P-277) P ER TO SWITCH THE TYPE AOC FDOUZES THEECO-10 BALLAST IN FDLTURES WILL REQUIRE E LINE VOLTAGE WIRES: 1 HOT,1 DIMMED HOT, & 1 NEUTRAL. LEVEL SWITCHING. ONE SET OF THREE WAY SWITCHES ON PDCl ORES WITH #1 AND THE OTHER F THREE WAY SWITCHES ON FIXTURES WITH#2. -HANG FIXTURES FROM OPEN STRUCTURE AS DIl2ECTED. PROVIDE UNISTRUT.CHANNELS FOR SPANNING JOISTS WHERE REQUIRED. COORDINATE EXACT ARRANGEMENT OF FIXTURES IN MECHANICAL ROOMS WITH EQUIPMENT. 8. DUAL LEVEL SWfl CHING. ONE SET OF THREE WAY SWITCHES ON FDnURES WITHOUT HATCH MARKS AND THE OTHER SET OF THREE WAY SWITCHES ON FIXTURES WITH HATCH MARKS. THE HATCHED FIXTURES ARE ON STAND-BY EMERGENCY GENERATOR POWER. 9. DUAL LEVEL SWITCHING. ONE SINGLE POLE SWITCH ONFDffURESWITH #1AND THE OTHERSINGLE POLE SWITCH ON FIXTURES WITH #2. 11. ONE LAMP OF FIXTURE ON STAND-BY GENERATOR POWER. REFER TO SHEET E2.2A OR E2.2B FOR _ CIRCUIT INFORMATION. 12, ON STAND-BY GENERATOR POWER. REFER TO SHEET E2.2A OR E2.2B FOR CIRCUIT INFORMATION. 13. NOVA-T2 -103P-277) SLIDE TO OFF WALL BOX DIMMER FOR FLUORESCENTFDCTURES. 14. INSTALL P & S US1001 OR EQUAL ULTRASONIC CEILING OCCUPANCY SENSOR CENTERED IN ROOM 174 ON 2X2 CEILING, MOUNT POWER PACK IN CEILING SPACE. RUN #18/3 JACKETED BELL WIRE FROM POWER PACK TO CEILING SENSOR. SWITCH FOR LIGHTING WILL OPERATE THROUGHPOWER PACK�� 15. #10AWOBRANCHCIPCUITFULL LENGTH. 16. MOUNT TYPE L2 FIXTURE 10' AFF ON WALL. AT LOCATION SHOWN. (TYP OF ALL TYPE L2 FIXTURES) REFER TO E2.2B FOR BRANCH CIRCUIT INFORMATION. —I 17. NINE WATT LAMP OF ALL TYPE J2N AND BN FIXTURES ON CONTINUOUS STAND-BY GENERATOR POWWWPI? 18. ONE KEYED SWITCHFOR DAY ROOM LIGHTS AND ONE KEYED SWITCH FOR ALL CELL LIGHTING. KEY PLAT FOR CONSTRUCTION Revisions Rev. Date Description TRIPLE J ENGINEERING 547INDIA14 CREEKDRIVEi ik-OPHY CLUB,TX 76262 817-491-2191 LLJ O� n W W W W O Q L I. n LW� r 1 W ZW 1- U O st• VIP, �� `�+ 000@@0000eemo>w°7 •� d' /' . Q y�•.p ' ppA>AOSPO®@6@@C@o gC Ocppf n'E ti� �0 JAMES PHILIP DARF 'b-o-----@coo@-toes eoaF@° r @o- Date: 06-30-06 Project No. Drawn By: RD Checked By: pB JB Sheet Title: OVERALL EMERGENCY LIGHTING PLAN Drawing No. E2,2 ;EA 'B' _ ;EA 'A' il! Li 62 B2 A3 A3 �o F F F B2- D3 U A3 A3 _ — — — — — — — — — — - _ — ° —E. — 62 (( = IUJ n AA3� — ° X B3— I C2 � 3 A3 I 0 C B2 0 C2 B3 ° a F1 F ® ® 62 B2 � a A� B2 A3 A3 O E-------- N B2 B2� B2 62� "B2, B� B� B2 B J J I REF 3 82 B2 B2 B2 J x 83 83 63 63 832 82 A� A3� 3 A3 A�° �3 B� - =_ __ 0 0 J B2 1 2 1 2 1 A3 A3 A3 A3 A3 A3 82 B2 0 0 J 62 83 83 B3 63 B3 -- -- B� - - 62 62 = A3 A3 A3 A3 (� 2 1 2 1 2 B2 82 --__ 2 1 Z 1 ell B2 -- -- B2 82 J J 62 p p A3--- A3==== A3 - A3===- B2 p 8M -- -- -- -- -- --__ ® 0 1 2 1 2 82 B2 J J B2 B2 B2 A3 - A3 --- A3"- A3- D3 3 Jell J J D J 0 OB2 2 1 Z 1 B2 B2 B2 62 p D D4 A3 A3 A3 A3 B2 B2 6 D4 D3 __-- _--_ 1 2 7 2 i J J _ P EAHA-3Y2 7 J J I 62---- ----- ----82 A3 A3 BZ -- __-__ -_ A3 A3 -- ❑❑ I B2 B2 -- -- --- c =c 32 2 1 2 P P P _-- I ❑ c D3 I - REF J 62 B2 132 A3 F F $ D =- _= B2 = -_ __ -= D4 O =_-_- J J - B2Id A3 I D J J J U J B2 J -- P -❑ A3 -- ----- ( ® 16 ® 82 � e. 1 B2 B2 A2 B2 A3 4 F I I A31) AW A31) ISC I 82 D A3 A3 A3 A3 A3 A3 A31) 2 1 2 i ® ® ® D4 2 2 HA-9 J J X J J a A31) AW AW $ A3 A3 A3 A3 A3 A3 I - - - - - -_ 1 2 1 A31) 2 F IF F ® ® B2 A31)- AM - A31)_ - A31) I D I © A3 A3 A3 -- A3 --A3 --A3 1 2 i 2 © ----2 ---� - 2 ---- ----2 -- - J J J cc 11, ® ® ® BHA-7 . J J J A3D--- A3D -- - A3D A3D - B2 A3 1 A3 A3 A3 A3 A3 -- - - -- - - -- 1 2 1 2 D 6 J _--� J A3 A3 A3 C 02 J J a RiF =_ _❑ cc = c _° i 83 I =- ; A2 A3 --- ---A3 I A3 A3_ =c - A3 A3 A3 J I J J - - (6) TYPE M J I J J -- -82 I J A3 A3 A3 B2 _ _ 63 A3 A3 Ia cc-- - - --- r = ----- ----- ----- ----- N ---- sc V A31) A31) I A3 A3eeel 6 J .X1. EAHA-33 .- B2 82 B2 62 B2 62 62 N 132 J J J J J J J J x I i o e o o a 1 e A3 A3 A3 A3 A3 A3 A3 1 + 1 =_-_= N ME B2 A3 A3 A3 A3 A3 1.1 J J J J J J J J N N B2 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 "" Bt Bt A3 I I I - L----------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EMERGENCY LIGHTING PLAN - AREA 'A' SCALE: 1 /8 1 0 aFwNo1 A s 4 AIN N��` u B2 _�2 AREA 'B' A3 J �-X A3 -� AREA 'A' 82 g2 i I A3 A3 A3 B2 ' I B2 U1 A3 A3 T = X D a e 0 I A3 B2 A3 I 0 = I B�� A2D A3 I �Y7 ME N A213 A21D A3 A3 A3 A3 RE o a 0 A3 A3 A3 I a SD A3 A3 I I A3 d I I I I ° I D4 I I I I a I I i I AD° AD° A3� A— I A3 A3 A3 0 0 0 A / N A3 il L' In N x ill SC D4 ®o I I F� I A3 1 I e SD I 2 I 82 B2 J El ----- I i B2 I 10 I B�2 62 I LI I I lu Iu J B2 62 1 I 82 I J I ---- E32 I D4 I I i D4 I o SD �3 I N J I N I I I N I T----I I N ( I �-L - - - --J KEY PLAN C FOR CONSTRUCTION Revisions Rev. Dote Description TRIPLE 7 ENGINEERING 547 INDPAN CREEK DRIVEI TROPHY'CLUBJX 76262 I 817-491-2191 W 0 0� n W V J W J W 0 Q n n IW Z W F- U n0 I� B .ti?. �euaCee aP Oet,(y�] + geeia Aem .�+� 1 0 m /�j!� OA I� o .� - u �O 1� . �zu eooeoaaa o oanosaymaaayr�a,' �JAMcS M'W' BUD1RF: aaomweeo¢saoaaoa as aswmaq e Dote: 06-30-06 Project No. Drawn By: RDB Checked By: JB Sheet Title: EMERGENCY LIGHTING PLAN —AREA 'A' Drawing No. E2,2A I I I I I I I i i ' EMERGENCY LIGHTING PLAN AREI I " ct�Arrro� SD i I I i i I L-------------------------------------------------� I O SE ' FA H2 =A3 � A3—A3�= A3 A3A3A3 l=� --- ----- A3 � A3 --- ----- A3 A3 , I I I A3 ° SDI 0° A3 A3 F= ° A3 A3 A3 B2 A3 A3 A3 =_ A3 A3 I I A3 A3 A3 ❑ ❑ AA3 3 82 A3 A3 ° ❑ ❑ C� x------- A3 A3 A3 _ I B2 X T A3 A3 (A33 A3 B2 x�— J 02 B2 R m R m A3 � 0 A3 A3 82 0 A3 A3 A3 A3 I A3 A3 + A3 A3 0 ° 82 I A3 A3 -- B2 A3 D2 0 � BU� BU r7 ❑ � A3 D A3 A3 I A3 A3 SD I �03� 83 B2 A3 A3 02 0oJD4 A3 I D2 B3 B3 0 o B2 A3 3 I 62 fi B2 B2 A3 A3 ' x o i J �— D4 82 X I �� 82 I B2 D3_ A3 A3 — — — — — — 82 KEY PLAN 19V r�N NOb FOR CONSTRUCTION Revisions Rev. Date Description TRIPLE J ENGINEERING 547 INDIAN-CREEK DRIVE TROPHY CLUB,TX 76262 817. 491-2191 W 0 OD n I I I Q x J= W W � OI- �- C� � �Q 0 �n UW Q r W = W I- U O ©�3tn °a pO°boaoy �" A ° ®° fN ° eb�9� °eb"d.......... snaO eataOA o A9 °O°°DAMES PHI�LI° 6UD •RF;e° Date: 06-30-06 Project No. Drawn By: RDB Checked By: JB Sheet Title: EMERGENCY LIGHTING PLAN -AREA 'B' Drawing No. E2,2B POWER LEGEND SYMBOL DESCRIPTION MOUNTING SYMBOL DESCRIPTION MOUNTING 20A-110V2P/3WGROUNDING DUPLEX RECEPTACLE WALL -18'AFF 20A- 12002P/3W13FCI DUPLEXRECEPTACLE WALL -18-AFF (NEMA 5.20R) UNLESS NOTED (NEMA &10R) UNLESSNOTED 20A.120V/2P/3WGROUNDING DUPLEX RECEPTACLE WALL -18'AFF 20A-120V2Pl3W GFC/DUPLEX RECEPTACLE WALL - IIYAFF T (NEW 5-20R) TAMPER RESISTANT UNLESS NOTED �wp W/INUSE GOVER(NEMA .&WR) UNLESS NOTED 204- f20V2P13WOFCI DUPLEXRECEPTACLE WALL -18-AFF SPECIAL PURPOSERECEPTACLE WALL-18'AFF T (NEMA 5-20R) TAMPER RESISTANT UNLESS NOTED (NEMA CONFIG. AS NOTED) UNLESSNOTED 20A•120V2P/3W GROUNDING QUAD-PLEX RECEPT. WALL -18-AFF SPECIAL PURPOSEISOLATED GROUND RECEPTACLE WAU., 18'AFF UNLESS NOTED (NEMA 5.20R) UNLESS NOTED (NEMA$30R) 20A•12002P/3WGROUNDING SINGLERECEPTACLE WALL -18-AFF SPECIAL PURPOSE RECEPTACLE CONFIG. AS NOTED) WALL-18-AFF UNLESS NOTED (NEMA CONFIG. AS NOTED) UNLESSNOTED (NEMA 20A- 12002F,3WISOLATED GROUNDING QUAD -PLED( WALL -18'AFF b TELEPHONE OUTLET W/3/4-CONDUIT 7CAT7/CPPACE WALL -16-AFF UNLESS NOTED RECEPT. (NEMA "OR) UNLESS NOTED STUBBED ® 1GAN0 FLUSH MOUNTED FLOOR BOX W20A•f20V2P/3W IN FLOOR w Q WALL TELEPHONE OUTLET W/3/4'CONDU/T TO ATTIC SPACE. WALL-50'AFF UNLESS NOTED RECEPT.(NEMA D20R) NOTE#1 ON DRAWINGS STUBBED ® FLOOR BOX W26A- 120✓2P13WISO. GND. FLOOR SURFACE COMBO. TELPHONEA DATA OUTLET W/ 3/4• CONDUITSTUBBED TOATTIC SPACE. WALL -18-AFF UNLESSNOTED RECEPT.(NEMA 5.20R) FLOOR BOXSPECWL PURPOSEISOLATED GROUND FLOOR 710R POWER USERED DEVICDEVICE ONES RED COVER ERENCY�ENPLATE. ON/ OOND ® RECEPTACLE (NEMA 530R) SURFACE DEVICES USE RED COVER PLATE ONLY. pl NEMA f N0-FUSED 0/9CONNECTSW/TCH - -- - - - - CONDUITINOR UNDER FLOOR/GRADE 9EMAS NOTED. CONDU/THOMERUN ®, NEMA 3R NO -FUSED DISCONNECT SWITCH SIZEASNOTED. CONDUCTORS( )OROUND,OISOCATEO GFOUNO, 'NEMA f COMBINAT70N NO -FUSED STARTER I !I �� (U NEUTRAL, (1) Hor, (I) SWITCH LEG. 91ZEA9 NOTED. ® DRY TYPE TRANSFORMER FLOOR W/4' CONCRETE PAD ® PANELBOARD480277V, 3P, 4W (REFERENCE PANEL SCHEDULES) TLp (REFERENCENFORMER SCHEDULE) PAD BYOTHERS HA ® PANELBOARD208W120V, 3P, 4W LA (REFERENCE PANEL SCHEDULES) LAPORTE TX MECHANICAL E UIPMENT:CONNECTION CHART WATER HEATER SCHEDULE - FAN UNIT START UNIT DESIO. EWHA KW VOLT_ PH_ FLA B0 480 3 108 MCA .UNIT DISCONNECT SIZE CIB BRANCH -H CKT.- AHA-20,22,24(8-1/0 t-bG, 11/2"C.) NOTES: � 1,2 in 200%3 HD480V N1 NF WA 150/3 EWH-2 3 1 208 1 14.43 18.0 3012 GO 240V NI NF WA 25/2 BLA-60,62 (2-10, 1-10G, 1/2"C.) 1,2 EWH-3 8 208 1 28.85 35.1 30/2 GD 240V N1 NF WA 40/2 BLA-08,48 (2-8, 1-IOU, 3/4"C.) 1,2 CIRCULATING _PUMP SCHEDULE � _N6-( 1 0.7 CP-2 Nb 1 0.7 CPS ^ 115 1 0.7 0.8 0.9 0.9 Racal with cord/ lug ptacle Receptacle Wlth canllplug Rene tacle wlth corti plug WA WA WA _ _ WA �ALA•68 (2.12, 1-12G, 1/2"C.) WA BLA-5 (2-12, 1.12G11 1/2"CJ WA EBLA-6 (2-12, 1.12G, 1/2"C.) _ WATER COOLER SCHEDULE FAN I UNIT START —BRANCH DESIG_. -KVA VOLT P FLA MCA UNIT DISCONNECT SIIE. CIB CKT. NOTES: ENlG1 O.BD 120 1-_ 42 6.3 Receptacle with coirllplug N/A 20H ALA-7 (2-12, 1-12G, 1/2'C) 3` EN7C-2 0. 00 120 1 4.2 5.3 Receptacle with cord/ lug WA 2011 BLA- 2 2.12, 1-12G, 1/2'C) 3 EWG3 0.50 120 1 4.2 6.3 Receptacle wlth cord/plug WA 20/1 BLA-07 (2.12, 1-120, 1/2"C.) 3 NOTES: 1 DISCONNECT LOCATED ON WALL ADJACENT WATER HEATER. _ _ 2 FINAL CONNECTION AT WATER HEATER W! STEEL FLEXCONDUIT. 3 RECEPTACLE INSTALLED HIDDEN BEHIND WATER COOLER SKIRT. _�_—� _ ,_ COMPUTER R SCALE: 1 /8" = 1'-0" OVERALL PO SCALE: 1 /16" = 1'-0" CLFAPNO1 h CLFMNOi_ELECT ( ) E E I Izz PEC�IWI�IM IEBLA•6 I � f6N' I .fl99SN 22J ®1N ua �alA It M I � 2 I I 1 25 ro ❑ I 5 cl.o. I I E E Eau-e7 E 7vq� J E u" I 2( E I.D. EBLn-29 ( ;�6 E BLA-30 ( L D.. . I Iw I I II II Iw I m a ILA-54A6 I I AREA 'B' I— r5140 Q — AREA 'A' — I `�C Ire I' I S r w Inu-n I t EBu•n BLA-Efi EVZVm= 236 2 E SZE3sLL FFF��t n FEGGU¢¢AL�L�.E rr ' � 1 fi,lA1= um IIRSfORnaE 144 UM c DE1.ry n,D A Ar INA, US 146 ='2 90Rt II II II EHu-m E AF 1 24 'Fp (i0 44 3 24a� 4 9 IAALE 297 T a y STAGIN0 Bg2g DOD T ,r PpgJ�AIL LE pysj'SIIG 290 �7 ELA-99 eLA-e9 PROCESS pip � ry DOD ET -ee Eau a I L .N rMc DOD L NG RM ,3e ALA-400 ALA 149 n':BlT 69g03 Mi eCYJR Mi BOPJ,6 Bu-3BA3 =!N rN n_c Juu .LA R EB1 6 E MEc1CAL 144 n iff uA-WB I I,nE M`L, u00 3 4 E E EALAbO EAu'60 1 iEL R" _ uu Eul.-lE 6FAIA I i I I I I I I I I- - - - - - - - - - - - - - - - - - - - - - - - B I LivwI N_.-_ B I t rmm,c rraE rmmuw _ __ IO'° E Ealn-M t14 EBLA-Ip wE a e' ,nmm oeE r maw w,6 Bu-n -Pau � CLOSET t578L8LEE 2 I cau-9 E RE�� M , EF.A-r r ramm 19ea< eu-69 rur O Iem 6 B 235 I s E b k Iu•v r. D I Eau-3 49 som Lou llEBENPtlI 111NNNIIIEEE�'1 ICA-43 - PAiR-a!, BIXE Y �C E 00 P , au-33 9 , 4 O I 262 PAA MB I • a'• Bu-47 ILA I�1 21.4•35 , 4 ter. _3 41 s , a�NOV I G'3/E1 5B aLA-31 ILA Bm 16 251 3e as ma r I t63 F. _ ��py VAME N iPP ]69E 0 -21 259 Bu-D ' I AREA 'B a, —6L"-" B _ AREA 'A 155 I : I OUPAiE___RW.31EP IM II n,�Bam rN OWN (. .►_:. lllllitllltltl r I■ � � L NAMI Mat 1 Oil I■ � � I ae m a.�m �-_ " � (r' !:- !! a ,: !! � 1��1 ►wt (�I_ _ -- ;: m , , � Imo.■�■i■�I I •: 13 3'lin>• Fir!��Epy L%P S 4 ,r: ° ) o ii o 'I _POWER PLAN NOTES A. ALL 1201208 V BRANCH a RCUITS OVER 100 FT. TO 200 FT. SHALL BE #10 THHN FULL LENGTH, OVER Fr. SHALL BE #8 THHN _ _I200 B. ALL CONDUITS WILL HAVE A SEPARATE INSULATED GREEN GROUNDING CONDUCTOR SIZED BY TABLE 250.122 OF THE NEC. C. CONDUIT RUNS SHOWN ARE DIAGRAMMATIC IN NATURE. CONTRACTOR IS RESPONSIBLE FOR SIZING AND LOCATING PULL BOXES PER NEC AND COORDINATION WITH OTHER TRADES. LL DEVICE PLATES IN INMATE OR JUVENILE OCCUPIED AREAS WILL HAVE TAMPER RESISTANTTORKREJECTIONSCREWS.DEVICE PLATES WILL BE STAINLESS STEEL PLATES. r EVICE PLATES FOR DUPLEX RECEPTACLES ON EMERGENCY PANELS WILLBERED PLATES' —' '- RPF.C[FTC NOTES: �----------- 1. 2 GANG FLUSH MOUNTED ADJUSTABLE FLOOR BOX EQUAL TO HUBBELL B4214/1 -SB 3083/2-S3 825 ONE FOR DUPLEX RECEPTACLE AND ONE FOR DUPLEX RJ-45 CAT 5E JACK BY OTHERS. VERIFY LOCATION WITH OWNBR. STUBBED 3/4" CONDUTT UNDER FLOOR TO NEAREST WALL AND UP TO LAY -IN CERJNG SPACE FOR TELJDATA.- _ 2. DEDICATED RECEPTACLE +16" AFF FOR 120V UNDER COUNTER REFRIGERATOR. 3. INSTALL #6 GROUND WIRE IN 1/2" C. FROM TERMINAL BOARD TO MAIN GROUNDING BAR. 4. ISOLATED GROUND DOUBLE DUPLEX RECEPTACLES. HOMBRUN 2-12,1-12 GND,1-12 ISOLATED GND, 1/2" C. 5. RECEPTACLE OR RECEPTACLES INSTALLED BEHIND ELECTRIC WATER COOLER HOUSING. 6. IIRRIGATION CONTROLLER. VERIFY HEIGHT WITHLANDSCAPE CONTRACTOR. 7. CONNECT TO 120-24V POWER SUPPLY LOCATED ABOVE CEILING LINE (FOR ELECTRIC DOOR). VERIFY REQUIREMENTS WITH DOOR HARDWARE SUPPLIER. 8. SINGLE GANG FLUSH J-BOX WITH 1/2" EMT C. STUBBED TO LAY -IN CEILING SPACE. FOR PUSH BUTTON (FURNISHED W/ DOOR HARDWARE), PUSH BUTTON WILL BE OPERATED BY CLERK AT DESK _ (VERIFYLOCATIONLOCATION OF DESK FOR PLACEMENT OF PUSH BUTTON.) _ 9. TWO SINGLE GANG FLUSH J-BOX WITH 1/2" EMT C. STUBBED TO LAY -IN CEILING SPACE. FOR PUSH BUTTONS (FURNISHED W/ DOOR HARDWARE). PUSH BUTTONS WILL BE USED TO OPERATE DOOR LOCKS AT DOOR 104 AND DOOR 251A. REFER TO ARCHITECTURAL FOR DOORS. 10. SINGLE GANG FLUSH J-BOX WITH 1/2" EMT C. STUBBED TO LAY -IN CEILING SPACE. CONNECT TO EDWARDS 147-1 PLATE W/ EDWARDS 691-W PUSH BUTTON W/ 2 #16 FROM TRANSFORMER 590. 11. ZZ CONNECT TO EDWARDS 590 POWER SUPPLY LOCATED ABOVE CEILING LINE FOR EDWARDS 725 BUE MOUNTED JUST BELOW CEILING LINE. CONNECT TO BUZZER W/2#16 FROM TRANSFORMER. 12. HAND DRYERS BY OTHERS, MOUNTED AND CONNECTED BY ELECTRICAL CONTRACTOR. VERIFY MOUNTING REQUIREMENTS AND LOCATION. DEDICATED 25 AMP LOAD. HOME RUN 2.10,1-10 GND. ___ 1/2" C. VERIFY LOAD PRIOR TO INSTALLATION AND ADJUST AS NECESSARY. _ 13. MOUNT DOUBLE DUPLEX RECEPTACLES AT 42" AFF TO CENCER. 14. DEDICATED RECEPTACLE+42"AFFFOR120VMICROWAVEOVEN. I5. ALL ELECTRICAL, EXCEPT AS NOTED, IN EMERGENCY OPERATIONS WILL BE UNDER ALTERNATE #i. ALL LIGHTING IS UNDER BASE BID._- 16. DEVICE OUTLET UNDER BASE BID. 17. OUTLETS AT WORK STATIONS ARE FLOOR MOUNTED ISOLATED GROUND RECEPTACLES AND DATA OUTLETS. TO EACH RECEPTACLE FROM JBOX RUN 2-12,1-12 GND.,1-12ISOLATED GND. IN FLEXIBLE METAL CONDUIT. HOMERUNS WILL BE RAN UNDER SLAB FROM PANEL BALA TO JUNCTION BOXES UNDER RAISED FLOOR WITH NO MORE THAN 6 CI RCUNS PER HOMERUN: FOR EACH SET OF 3 CIRCUITS HOMERUN WILL BE 3-12, 3-10 NEUT,1i12 GND., 1-12 ISOLATED GND. 18. CEILING MOUNTED RECEPTACLE OUTLET FOR PROJECTOR. VERIFY LOCATION. 19. ISOLATED GROUND DOUBLE DUPLEX RECEPTACLES W/ RED DEVICE PLATES INSTALLED AT 42" AFF. HOMERUN 2-12,1-12 3ND,1.12 ISOLATED GND, 1/2" C. YOT SINGLE ISOLATED GROUND RECEPTACLE (6-20R) W/ RED DEVICE PLATE. VERIFYLOCATION. 21. THREE FLOOR MOUNTED ISOLATED GROUND RECEPTACLES. TO EACH RECEPTACLE RUN 2-12,- 1-12 GND.,1-12 ISOLATED GND. IN FLEXIBLE METAL COND. HOMERUN WILL BE RAN UNDER SLAB FROM PANEL BALA TO JUNCTION BOXUNDER RAISED FLOOR, HOMERUN WILL BE 2-10, 2-10 NEUT, 1-I0 GND.,1-10 SOLATEDGND__ _ 22. TWO FLOOR MOUNTED SINGLE ISOLATED GROUND RECEPTACLES (5-30R). TO EACH RECEPTACLE RUN 2-102,1-10 GNDT1-10 ISOLATED GND. IN FLEXIBLE METAL COND. HOMERUN WILL BE RAN UNDER SLAB FROM PANEL EALA TO JUNCTION BOXUNDER RAISED FLOOR. HOMERUN WILL BE 2-8, 2-8 NEUT, 1-10 GN 1, 1 -10 ISOLATED GND____ ONE SINGLE ISOLATED GROUND RECEPTACLE (5-30R) AND TWO ISOLATED GROUND RECEPTACLES 123. MOUNTED TO SERVER RACK OR ADJACENT WALL. VERIFY LOCATION. 24. SINGLE GANGFLUSH J-BOX WITH i/2"EMT C. STUBBED TOLAY-IN CEILING SPACE FOR DURESS__ BUTTON, VERIFY LOCATION AND HEIGHT. URESSBUTTONFURNISHEDBYOTHERSJ 25. RECEPTACLE FOR 120V RANGE HOOD. PROVIVE 16/3 APPLIANCE CORD TO HOOD. 26. SOA 125/25OV,i'PHASE,3WIlRE,+GROUNDSTRAIGHT-BLADERECEPTACLEFORRANGE.PROVIDE 27. MATCHING #6/3 +GROUND CORD ANDPLUG. HOMERUN 3.6,1-10 GND_3/4" C. 30A, 125/250V, 1 PHASE, 3 WIRE, +GROUND STRAIGHT -BLADE RECEPTACLE FOR DRYER. PROVIDE MATCHING #8/3 +GROUND CORD AND PLUG. HOMERUN 3-8, 1-10GND.3/4"C. 28. RECEPTACLE FOR 120V OVERHEAD DOOR MOTOR. PROVIVE 16/3 APPLIANCE CORD TO DOOR MOTOR. VERIFY RE WITH DOOR MOTOR SUPPLIER. 29. MAiN GROUNDING BUS (MOB). THE GROUNDING BUS SHALL BE A 4" X 1/4" X T-O" COPPER GROUND BAR ATTACHED TO THE WALL BY INSULATORS AND FITTED WITH A CLEAR PLASTIC SHIELD LABELED AS "MASTER GROUND BUS". THE MASTER GROUND WILL BE SUBDIVIDED INTO SEPARATE BONDING LOCATIONS FOR GROUND SOURCE, NON -ISOLATED EQ1M1PNT, AND ISOLATED EQUIPMENT. ALL GROUNDS WIRES SHALL TERMINATE ON THE GROUND BUS WITH A TWO -HOLE COMPRESSIONLUG. THE MASTER GROUND BAR WILL B_E BONDED TO THE GROUND RING, AS SHOWN ON E1.1, WITH (2}TWO 2/0 GROUND WIRES. BUILDING STEEL WILL BE BONDED TO THE "MOB". A 20'-O" LONG #1/0 GROUNDING CONDUCTOR WILL BE PLACE INTO THE BUILDING SLAB AND BONDED TO THE REBAR AND "MOB". ALL IPANP.LBOARD EQUIPMENT GROUNDS, SEPARATELY DERIVED GROUNDS FROM DRY -TYPE XFORMERS (ISOLATED AND NON -INSULATED), GENERATOR GROUND, AND OTHER GROUNDS AS REQUIRED SHALL BE BONDED AT THE APPROPRIATE SECTION OF THE "MGB" _ KEY PLAN FOR CONSTRUCTION Revisions Rev. Date Description '.. TRIPLE J ENGINEERING 547 INDIAN CREEK DRIVE, TROPHY CLUB,TX 76262 1 817-491-2191 0 G� W0 o� n m Q� W W W O �N 1� n UW Q W I- U I 0 n ,�y Og� a,0C6^JOHO 'S L' {q J L-Jn `,,f,'WJA a •J' 1 1A4sne},io cc a ---- ce dt JAf✓tES PF IR BUU/ 9 qC Dote: 06-30-06 Project No. Drown By: RDB Checked By: JB Sheet Title: OVERALL POWER PLAN Drawing No. E3,1 E A 'B' 0EV 1140 I I I I AFF H 6 I WP 10' INORKBENCHj I - I I------ I4r AM I ALA-47 I I I I � E �\ BREAK ROOM 132 lJy J — AUN — E I.D. TECH E 137 DAULT14pwmo ='133 'EW BLA-34 ALA-1 E Eli ,,� EALA-71 EDLA-34 Ell DARE 58 — — — — — — — DOTER- — — — EBLA-28 161 Q H 27 BLA-15 ]HRILm.C�RRS- DUEE71CA . 3 F LE I � m ens. S RGEANT VIDENCE/ 160 I•�• EHLA-36 BLA-1 135 E ELECTRICAL ROOM 042. AFF TBLA 136 EWH-2 C-2 BHA M BLA e - OOKCASE � 5 ON BLA-50,52 HLA-5 HLA-3 HLA-7 BLA-9 HLA-13 90R 1340. AFF IFEXTENSION ACHINE LEG PRESS WRACK `.�' INTERNAL QUARTERMASTER - ALA-46 CPO CPO AFFAIRS R, ALA-52 154 1 55 156 nE SUPPLY STA,IONARY SK 157 BIKE EXERCISE ALA-48 ALA-54 Fl� 149 0 N° PULL UP/ LOCKER stun INCLINE BENCHES FIAT BENCHES FLAT BENCHES 6' WOR BooKCASE / STA N ALA-4 ALA-50 TABLE DOLLLY ALA-28 VHS//0 TRAINING/ LEG CUR \ CLASSRO M MACHINE W� RRIDOR V AFF 276 W FACK DUMB DUMBELL 4.8 TABLE DOLLLY AA-53 OCKER LOCKER CHAIR CHAIR �� �� 8' AFF LocKER DOLLY DOILY B' FOLDING TABLE B' FOLDING TABLE 8' FOLDING TABLE JANITOR'S OCHER .CHAIR CHAIR SUPPLIES [� I� CLOSET OCKU DOLLY DOLLY 277 133 _OCKU FF7lacKm CHAIR CHAIR DOLLY DOILY LocKm c> 8' FOLDING TABLE - I-I�8'1I,IFOLDING TABLE 8'-FOLDING TABLE B' FOLDING ,'Ij; �uu0WLOCKER ]ILLi OMENS' OCHE"LOCKER ROOM LOOKS 1SO LOCKERZ Z Z ALA-12 ocKm 9L z �, g m. �OLDING TABLE 8' FOLDING TABLE 8' FOLDING TABLEu OU0 uuu 4 AFF 12 J 3 - 4 E E B' FOLDING TABLE B' FOLDING TABLE 8' FOLDING TABLE 8' FOLDING J 12 A EALA-58 EALA-60 E 911 EALA-72 u u u u u u u u U U 4 TEL. RM 53 RM/ EA I WOM ENS' EALA ,5,5 'FOLDING TABLE 8' FOLDING TABLE 8' FOLDING TABLE ALA-8 RESTR00 Is Ls LA I g g � � � E 62,64 � �I 129 - 2_ ° A00 350 KIN I LOCKER G� - E E GENERATOR I ERLA RADIO ALA-10 aKR. EAL OCKEfl 1 1 ON COCKER �s _� 6 LOCKER � BOOKCASE ® EAL4-72 o E T U @ 14 oKm EALA-31 MGB AHA AIA ALA-6 LOCKS SUPPLIES RESTROOM ❑ 42 g 6 6 291 4z O° Am LOCKER DIERGAEANT 29 TALA ELECTRICAL s EAL - 3 292 z I ROOM g � t5 E g � � E "� ALA-24 ALA-22 LOCKER 2 7 MSB ATS TEALA, 131 EALA-74 11 1 1 a SUPPLIES (� E 1 24 42• AFF LOCKER OCHER MENS' ALA-16 REA LOCKER 1 EAHA� EALA WOMENS' LOCKER ROOM- L0C"� ROOM I - RESTROOM (3 151 ocKER HAM RADIO A A-18 290 LOCKER o LOCKER ROOM e) E 1 2U 4Y 91' AFF LOCKER 123 LOCKER ALA— �F1' LacHER lB'ERIFi ALA-14 LOCKER E AHA-20,22,24 12 J B' t6 6 R os R W ocKm _ -- CP-1 CORRIDOR 120 E E 16 12 J 16 1H ry � E E E ALA-2 4r E E EWH-1 MENS' EALA-15 EALA-17 16 16 E B EALA-29 RESTROOM E E ALA-59 126 4 . 6E B 8 E i0 12 E. EALA 16 LA-19 E 4141 3 J E ®� EALA EALA MECHANICAL E 16 57 ®� 57 ON ROOM MENS' 2 E 6 10 12 14 17 EALA I 130 RESTRooM E E E E E B' AFF 29 127 I EoftE ®O M J EMER. OPER. E EALA EALA EALA EALA EALA CENTER EALA EALA 37,39,4 43,45,47 49,51,53 © 2,4 t7 6,8 122 10,12 17 14 I 16 E VERIFY DISPATCH � E EALA-23 REFER TO NOTE 15 FOR ELECTRICAL EALA-27 HEM 288 51 5 BLA-19 - ALA-38 ALA-32 ALA-37 I WP © E E E ON E f1f�1 E J E E E J E E EA AN 23 3 EALA E E E E 29 SDI M M M M fill 16 C E EALA-21 eo .CASE EALA-16 EALA-18 EALA-PO 6' TABLE ABiNST EALA-13 16 16 EALA-11 E E E E E 16 E 14 RECEPTIONIST L-------------------I EALA-1 EALA-3 EALA-5 a 289 2 CREDENZA s' 9 s is IZ COMPUTER z- LLI E o E �s I B' ^� E E R E T 4R. 5¢ A az' EALA-25 EALA-52 3 MPUTER SPECIALIST SUPPORT 9 E A-56 STAFF 42• EALA-9 o °`'= AM I o CO E E �� I r `� 0 w 106 E I E E E� 1 I 1 0 � ALA-9 9 I COPY I 2/E3.1 � $ Q Des I E E o$ ww ROOM G EI ER ERR E ALA-19 EMERGENCY m FILES Sw 110Li I 4 ( MANAGEMENT 112 4 EAL4-54AFF E 1 114 m - I EWC-1 5s B, E EALA-7 I E 2 sutK L sroRAc AFF E BOOKCASE 21 6 CABINET ALA-7 EALA-69 CORRIDOR ALA-11 L EALA-63 E 104 _ BOOKCASE BOOKCASE LATERAL LA TERAL BOOK CASE EALA 6 LFILE tj A- 1 S PPLIES E ADMINISTRATIVESSE ASSISTANTE AD GAL 119 EALA-59 EALA-61 r 111 w CHIEF E i sro 107 SECRETARY I 105 1EF DESK m 113 EALA-65 E D4sIEUT ANT'S mE DES E 1DESK CLOSET CLOSETL E ICE E E 1I 5 E 1 E 115 0 U 109 m E E TT E x E E L' C E 5� A FILLATERAL ( E I - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — -- — — — — --------------- — — — — — — — — — — — — — — —.— — — _ — — — _ — — — — POWER - PLAN - AREA 'A' SCALE: 1 /8 1 0 OLFAP1101 A BAN Na LOBBY 101 TRAINING 270 V] INTERVIEW \ 292 ALA-21 ON EALA 71 J 7 I AREA 'B' s — OKCASE i AREA 'A' 1 0 ( I HLA-23 0 � I PE SON LL I FE w I CPO B000 26IIII OCABE COFFEE ALA-40 265 1 8 4r AT VERTI I FEE ILER DESK SERGEANT SUPPLIES 269 I 271 CICIA HUT Nur REDENZA I to I RESTRM 275 I VICTIM �SSISTANT 0 ax 274 I I -36 ALA-42 I I PLAY AREA I 272 BOOKCASE BOOKCASE I �ltI Ic m I t I INS ER RIN I m OFF ED. 280 281 I ALA- I ORRIDOR I 278 �— 1 I I I I I I I RECORDS 283 �--► ALA-35 I I ALA-33 I I I 42- 42 42 1 AFF EOPY ALA-31 285 ( NE I Lot I I WOMENS' RESTROOM RESTRROOM 102 12 J J 12 I I ALA-2 ALA-23 ALA-29 I I pay I Telephone I VESTIBULE IMP J 100 T — — — ON EALA 71 I I J I — -----I KEY PLAN, FOR CONSTRUCTION Revisions Rev. Date Description — TRIPLE J ENGINEERING 547 INDIAN CREEK DRIVE TROPHY CLUB,TX 76262 817-491-2191 W 1� O� n W V I x W � I� n I� I__L _ UW Q W = W I- U I 0 n - �PP�"e� G? heeWea,aao9 � JE�D9 �CrF'..cs Q6e' 0 > M� 5 R[bo'�O�AG°IftlOOn[c000°en OOpOAOOCO pi• FFNN JAMES FHILIP ;ARF; '�ff t+�>oaooa°eomcomwov sarvo°e� 9 Y Date: 06-30-06 Project No. Drawn By: RD8 Checked By: Ip uo Sheet Title: POWER PLAN — AREA 'A' Drawing No. E3. 1 A I F I I I I I I I I I I� i I I F----� W I i I I I I CREDE I � I i S RC I � E I LATERAL FILE CREDENZ I I I E I LIE I � ` I E 4wo AT TABLE FILL I I I----- 1 i I I I ( ( I I I I I I -7 ------AA 'B' EA Cyty-ER CLFAPNoi I I I i i I IL-----------------------------------------------�, WP , LATERAL FILE JUVENILE HOLDING f—� E VG 189mom 00 e rv/ OC"ER OCKER /DVD i 8' FOLDING TABLE 8' FOLDING TAB - - - - - - OC E - - - EBLA-12 aKER OE2 a SOP I ---------- 8' FOLDING TABLE 8' FOLDING TA LE — — — — — — — — — — 253 SERGOEANT ATROL BRIEFING ---------- EBLA-10 " E VERTI FILE 254 x I 0 0 174 0 0 �8' 4FOl.LDI�NG BLA771 BLA-67 _ BLA- 3 m , 8' FOLDING TABLE TABLE CLOSET CL 25 5 , i _ 6 Mil MilI� 257 00 EBLA-8 BOOKCAS OKc sE E uu MA-5 FOLDING TABLE DESK DESK 9' AFF a (�D III tLd- ° (� 1 III t� m NTF 256 w - BLA-69 S/DVD o Cl ao 4 4tj I 4 vHs/¢vo E tt BLA-51 I MAR �-- SOP RAID BRIEFING ROOM _MAILBOXES_— _ — 2' ArF , t—db I fi' W LE g' pyp LOCKER 800KCASE ILA-3 4E PFF ( 49A OE2 o LIEUTENANT I COF6FOEE 261 INT' RVIEW INTE7VIE BLA-43 PATROL BIKE OFFICE 170 BLA-33 'TABLE 5' TABLE (D I LIEUTENAN �SERGREOANT 262 I DESK I • BLA-47 8 258 a 4 6' ENCH ' EWC-3 S B41 35 120 WOMENS z i aY BLA-45 LOCKER ESTROOM G N 5 OKCASE 164 LOCKER BOOKCASE CUSTODIAN WORKSHOP I WOMENS' z s 159 , RESTROOM _ BLA-31 LL OR51 251 7� BLA DE2K I 165 �J 39 LIEUTENANT W FILE VERMA 263 I FILE TOOL CABINET I I M RESTROTROOM I I 163 PIT BLA- COPY VIDEO TAPE STORAGE I BLA-21 259 264 d7 i2 ® DARE 158 — ..—,-- KEY PLAN ME FOR CONSTRUCTION Revisions Rev. Dote Description TRIPLE 7 ENGINEERING MKDRIVE 547 HY CLUB,TX 6262 TROp I 817-491-2191 W � O �m n w Q� W W }- Q �n UW Q W Z W {— U _I O t d=4p v'aoez2ecaa 0e ax� Pq bP0 �� /3 ObO f6 V u5 a y�,p au8aoeoceevoY��o�'py�a�yc 9ye A w JAMES PN7LI BUD, IR xeberoeoaou_oam coo aexo b 4' 5 08r' pbtl � Dote: 06-30-06 Project No. Drawn By: RDB Checked By: JB Sheet Title: POWER PLAN - AREA 'B' Growing No. E3e 1 B LAPORTE TX MECHANICAL EQUIPMENT CONNECTION CHART AIR_ HANDLING UNIT SCHEDULE FAN UNIT START. UNIT UNIT _ DESIG. HP VOLT PH I FLA MCA UNIT DISCONNECT SIZE C/B BRANCH CKT. NOTES: AHU-1 15 460 3 21.0 26.3 VFD BY DIV. 15 VFD 4013 EAHA-13,15,17 (3-8, 1-10G, 3/4"C.) 2,3 AHU-2 15 1 460 3 21.0 26.3 VFD BY DIV. 15 VFD ( 40/3 BHA-8,10,12 (3-8, 1-10G, 3/4"C.) 2 AHU-3A 3 450 3 4.8 6.0 COMBO STARTER 1 15/3 BHA 43,45,47 (3-12, 1-12G, 3/4"C.) 1,2 AHU-3B 5 460 3 7.6 9.5 COMBO STARTER 1 15/3 EBHA-7,9,11 (3-12, 1-12G, 3/4"C) 1,2,3 NOTES: I 1 NEMA SIZE 1 COMBINATION UNFUSED STARTER, NEMA 1 ENCLOSURE, COMPLETE WITH H/O/A COVER CONTROL, 120V COIL, AND RED "ON" PILOT. STARTER MAY BE MOUNTED ON AHU HOUSING OR ADJACENT WALL AS CONVENIENT. _ 2 FINAL CONNECTION AT UNIT W/ LIQUID -TIGHT FLEX CONDUIT OR STEEL FLEX CONDUIT. 3 ON EMERGENCY GENERATOR POWER. — _T C_ HILLER &_CONDENSING UNIT SCHEDULE AC T^— FAN I UNIT _ START. UNIT UNIT DESIG. TONS VOLT PH FLA MCA UNIT DISCONNECT SIZE C/B BRANCH CKT. I NOTES: CH-1 74.4 460 3 157.71 1 7.11 200/3 600V HD NF N3R WA 1 200/3 IMSB (3.3/0, 1-6G, 2"C.) 1,2 CH-2 74.4 460 3 157.7 1 197.1 1 200/3 600V HD NF N3R I N/A 1 200/3 IMSS (3-3/0, 1-6G, 2"C.) 1 1,2 CU-1 1 40 460 3 91.0 1 113.8 1 .200/3 600V HD NF N3R I N/A 1 150/3 EAHA-8,10,12(3-1/0, 1.6G, 1 1/21C.) 3,4 NOTES: 1 I MOUNT DISCONNECT ON UNIT ADJACENT TO CONNECTION BOX 2 1 FINAL CONNECTION.TO DISCONNECT AND TO CHILLER CONNECTION BOX W/ LIQUID -TIGHT FLEX CONDUIT. 3 IMOUNT DISCONNECT ON CU UNIT HOUSING IF ALLOWABLE OR ADJACENT BUILDING STRUCTURE AS CONVENIENT. T FINAL CONNECTION AT UNIT W/ LIQUID -TIGHT FLEX CONDUIT. CHILL WATER PUMP SCHEDULE FAN UNIT START I UNIT UNIT HP VOLT PH FU1 MCA UNIT DISCONNECT SIZE C/B BRANCH CKT. NOTES: CWPDESIG. -1 10 460 3 14 17.5 COMBO STARTTER 1 25/3 AHA-77,19,21 (310, 1-10G, 3/4"C.) 1,2 CWP-2 1 10 1 460 1 3 14 17.5 COMBO STARTER j 1 25/3 AHA-14,16,18 (310, 1-10G, 3/4"C.) 1,2 NOTES: 1 I NEMA SIZE 1 COMBINATION UNFUSED STARTER, NEMA 1 ENCLOSURE, COMPLETE WITH H/O/A COVER CONTROL, 120V COIL, AND RED "ON" PILOT. MOUNT STARTER ON WALL LINED UP WITH DISCONNECT ON OUTSIDE WALL FOR _ PUMPS. (OUTSIDE DISCONNECTS 3013 - 600V - HEAVY DUTY - NOFUSE - N3R.) _ TI 2 FINAL CONNECTION AT PUMP W/ LIQUID -TIGHT FLEX CONDUIT. i PHASE DUCT HEATER SCHEDULE --- — i HEAT I UNIT _ START UNIT UNIT L DESIG. EDH-1 VOLT PH 3 FLA 24.06 MCA UNIT DISCONNECT 30/3 600V HD NF Nt SIZE WA C/B 40/3 BRANCH CKT. BHA 38,40,42 (3-8, 1-10G, 314"0.) NOTES: _KW 20 480 30.1 1,2 ED1 -2 30 480 3 36.08 1 45.1 30/3 600V HD NF N1 N/A 50/3 BHA-50,52,54 (35, 1-10G, 3/4"C.) 1,2 EDH-3 40 480 3 48.11 1 60.1 100/3 600V HD NF N1 N/A 80/3 EAHA-25,27,29 (3-4, 1.8G, 1"C.) 1.2 EDH 4 95 480 3 114.271 142.8 200/3 600V HD NF N1 WA 17613 BHA-14,16,18 (3-2/0, 1-6G, 2"C.) 1.2 EDHS 20 480 3 24.06 30.1 60/3 600V HD NF N1 WA 40/3 BHA-44,46,48 (3-8. 1-10G, 34"C.) 1,2 NOTES- 1 IMOUNT DISCONNECT ON DUCT HEATER HOUSING IF ALLOWABLE OR ADJACENT BUILDING STRUCTURE AS CONVENIENT. (_ 2 1FINAL CONNECTION AT DUCT HEATER W/ STEEL FLEX CONDUIT. VAV_BOX SCHEDULE T HEAT UNIT 7START UNIT UNIT DESIG. KW VOLT PH FLA MCA UNIT DISCONNECT SIZE C/B BRANCH CKT. NOTES: VAV-1-3 4 277 1 14A4 18.1 SP ST 30A Switch N/A 25/11 EAHA-19 (2-10, 1-10G_1/2"C.) 1,2,3 VAV-1-4 4 277 1 1 14.44 18.1 SP ST 30A Switch N/A 2511 _ EAHA-21 (2-10, 1-10G, 1/2"C.) 1.2.3 VAV-15 4 277 1 14.44 18.1 SP ST 30A Switch WA 25/1 EAHA-14 (2-10, 11-10G, 1/2'C.) 1,2,3 VAV-1-6 4 277 1 14.44 18.1 SP ST 30A Switch WA 2511 EAHA-18 (2-10, 1-10G, 1/2"C.) 1,2,3 VAV-1-8 4 277 1 14.44 18.1 SP ST 30A Switch WA 2511 EAHA-28 (2-10, 1-10G,1/2"C.) 1,2,3 VAV-1-9 3 277 1 10.83 13.5 SP ST20A Switch N/A 20/1 EAHA-30 (2-12, 1-12G, 1/2"C.) 1,2,3 VAV-1-10 4 277 1 14.44 18.1 SP ST 30A Switch N/A 25/1 — EAHA-23 (2-10, 1-10G, 1/2"C.) 1,2,3 VAVA-11 3 277 1 1_0 83 13.5 SP ST20A Switch WA 20/1 EAHA-16 (2-12, 1-12G, 1/2"C.) 1,2,3 VAVA-12 3 1 277 11 1 10.83 13.5 SP ST 20A Switch N/A 20/1 EAHA-20 (2-12, 1-12G, 1/2"C.) 1,2,3 VAV-1-13 3 1 277 1 1 —10.831 13.5 SP ST20A Switch N/A 2011 EAHA-22 (2-12, 1-12G, 1/2"CJ 1,2,3 VAV-1-14 4 r 277 1 14.44 18.1 SP ST 30A Switch WA 25/1 EAHA-24 (2-10, 1-10G, 1/2"C.) 1,2,3 VAV-1-16 4 277 1 14.441 18.1 SP ST 30A Switch N/A 2511 EARA-26 (2-10, 1-10G, 1/2"C.) 1,2,3 VAV-2-1 3 277 1 10.831 13.5 SP ST20A Switch WA 20/1 BHA-15 (2-12, 1-12G, 1/2:'C.) 1,2 VAV-2-2 6 277 1 21.66 27.1 SP ST 30A Switch WA 3511 BHA-39 (2-8, 1-10(3, 1/2"C.) 1.2 VAV-2-3 4 277 1 14.44 18.1 SP ST 30A Switch WA 25/1 BHA-29 (2-10, 1-12G, 1/2"C.) 1,2 VAV-2-4 3 277 1 10.83 j 13.5 SP ST20A Switch N/A 20/1 BHA-27 (2-12, 1-12G, 1/2"C.) 1.2 VAV-2-5 3 277 1 10.83 13.5 SP ST20A Switch WA 20/1 BHA-31 (2-12, 1-12G, 1/2"C.) 1,2 VAV-2-6 3 277 1 10.83 13.5 SP ST20A Switch N/A 20/1 BHA-41 (2-12, 1-12G, 1/2"C.) 1,2 VAV-2-7 3 T77 1 10.83 13.5 SP ST20A Switch N/A 20/1 BHA-33 (2-12, 1-12G, 1/2"C.) 1.2 VAV-2-8 3 277 1 10.83 13.5 SP ST20A Switch N/A 2011 BHA-26 (2-12, 1-12G, 1/2"C.) 1,2 VAV-2-9 4 277 1 14.44 18.1 SP ST20A Switch N/A 2011 BHA-28 (2-10, 1-12G, 1/2"C.)I 1.2 VAV-2-10 7 4 277 1 14.441 18.1 SP ST 30A Switch N/A 25/1 BHA-30 (2-10, 1-10G, 1/2"C.) 1,2 VAV-2-11 4 277 1 14.441 18.1 SP ST 30A Switch N/A 25/1 BHA-32 (2-10, 1-10G, 1/2"C.) 1.2 VAV-2-12 3 277 1 10.83 13.5 SP ST 30A Switch N/A 20/1 BHA-36 (2-12, 1-12G, 1/2"C.) 1,2 VAV-2-13 4 277 1 1 14.44 18.1 SP ST20A Switch WA 25/1 BHA-34 (2-10, 1-12G, 1/2"C.) 1,2 VAV-2-14 3 277 1 10.83 13.5 SP ST 30A Switch WA 20/1 BHA35(2-12, 1-12G, 1/2"C.) 1,2 VAV-2-15 3 277 1 10.83 13.5 SP ST20A Switch N/A 20/1 BHA37 (2A2, 1-12G, 1/2"C.) 1,2 VAV-2-16 4 277 1 14,44 18.1 SP ST 30A Switch WA 25/1 BHA-22 (2-10, 1-10G, 1/2"C.) 1,2 VAV-2-17 3 277 1 10.83 13.5 _ SP ST 30A Switch WA 20/1 BHA-20 (2-12, 1-12G, 1/2"C.) 1,2 VAV-2-18 5 277 1 18.05 22.6 SP ST20A Swtch WA 30/1 BHA-24 (2-10, 1-12G, 1!2"C.) 1,2 VAV-2-20 3 277 1 10.83 13.5 SP ST 30A Switch WA 2011 BHA-17 (2-12, 1.120, 1/2"C.) 1,2 VAV-2-21 4 277 1 14.44 18.1 SP ST 15A Switch WA 25/1 _BHA-19 (2-10, 1-10G, 1/2"CJ 1,2 VAV-2-22 2 277 1 10.83 13.5 SP ST 15A Switch N/A 20/1 BHA-21 (2-12, 1-12G, 1/2"C.) 1,2 VAV-2-23 1 4 277 1 14.44 18.1 SP ST20A Switch WA 25/1 BHA-23 (2-10, 1-12G, 1/2"C.) 1,2 VAV-2-24 4 277 1 14.44 18.1 SP ST 30A Switch WA 2511 BHA-25 (2-10, 1-10G, 1/2"C.) 1,2 NOTES: I 1 ISP ST SWITCH LOCATED AT VAV BOX FOR LOCAL DISCONNECT. 2 FINAL CONNECTION AT VAV BOX W/ STEEL FLEX CONDUIT. 1 3 ON EMERGENCY GENERATOR POWER. SMOKE EXHAUST FAN SCHEDULE FAN UNIT START DESIG_. HP VOLT PH FLA MCA UNIT DISCONNECT SIZE SEF-1 . -- 4ff 3 14 17.5 COMBO STARTER 1 SMOKE SUPPLY FAN SCHEDULE UNIT UNIT C/B BRANCH CKT. —(NOTES: 26/3 EBHA 81012 (3 10, 1-10G, 1/2"C.) j 1,2^ FAN UNITI START UNIT DESIG. SSF-1 I HP 5 I VOLT I PH I FLA I MCA 460 1 3 7.6 9.6 UNIT DISCONNECT COMBO STARTER SIZE J 1 15/3 BRANCH CKT. EBHA-13,15,17(3-12, 1-12G, 1/2"CJ NOTE5: 1,2 NOTES: 1 INEMA SIZE 1 COMBINATION UNFUSED STARTER, NEMA 1 ENCLOSURE, COMPLETE WITH H/O/A COVER CONTROL, 120V COIL, AND RED "ON" PILOT. STARTER MAY BE MOUNTED ON FAN HOUSING OR ADJACENT WALL AS CONVENIENT _ 2 1 FINAL CONNECTION AT FAN W/ STEEL FLEX CONDUIT. 116 VOLT EXHAUST FAN SCHEDULE FAN I UNIT - START UNIT I UNIT DESIG_. EF-1 VA �_— 822 VOLT 115 PH 1 FLAMCA 7.15 8.9 UNIT DISCONNECT SP ST 15A Switch SIZE NIA20/1 C!B BRANCH CKT. EBLA-27 (312, 1-12G, 7/2"C. NOTES: 1,2 EF-2 129 115 1 1.12 1.4 SP ST 15A Switch N/A 20/1 ALA-31 (3-12, 1-12G, 1/2"C_) 1,2 EF-2A 129 115_ 1 1.12 1.4 SP ST 15A Switch WA 20/1 ALA31 (3-12, 1-12G, 1/2"C.) 1.2 EF-3 350 115 1 3.04 3.8 SP ST 15A Switch N/A 20/1 BLA32 (3 12, 1-12G, 1/2"C.) 1.2 _ EF 4 EF-5 50 144 115� 115 1 I 1 0.44 1.25 0.6 1.6 SP ST 15A Switch SP ST 15A Switch WA WA 20l1 20/1 ALA36 (3-12, 1-12G, 1/2"C.) BLA 71 (3-12, 1-12G, 1/2"C.) 1,2 1,2 IEF-6 1127 115 I _ 9.8 12.3 SP ST 15A Switch N/A 20/1 _ ALA55 (3-12, 1-12G, 1/2"C.) 1,2 EF-7 667 115 _ _ 1 _ 5.8 7.3 SP ST 15A Sw tch N/A 20/1 EBLA 29 (3-12, 1-120, 1/2"C. 1,2 EF5 50 115 1 0.44 0.6 SP 5T 15A Switch_ NIA 20/1 BLA-36 (3-12, 1-12G, 1/2"C.) 1,2 EF-9 455 115 1 3.96 5.0 SP ST 15A Swtch N!A 20/1 ALA-49 (3-12, 1-12G, 1/2"C.) 1,2 NOTES: 1 SP ST SWITCH LOCATED AT FAN FOR LOCAL DISCONNECT. 2 FINAL CONNECTION AT FAN W/ STEEL FLEX CONDUIT. OVERALL SCALE: 1 /16" = 1 POWER PLAN v 0.1 I"-Im / �.. Ell {t— ALA-59 AH1-17,19,21 D III i I I I I I I i i I 7 HVAC POWER PLAN NOTES GENERAT. NOTES: A. _ ALL 120/208 V BRANCH CIRCUITS OVER 100 FT. TO 200 FT. SHALL BE #10 THHN FULL LENGTH, OVER 200 FT, SHALL BE #8 THHN B. ALL CONDUITS WILL HAVE A SEPARATE INSULATED GREEN GROUNDING CONDUCTOR SIZED BY TABLE 250.122 OF THE NEC. C. CONDUIT RUNS SHOWN ARE DIAGRAMMATIC INNATURE. CONTRACTOR IS RESPONSIBLE FOR SIZING AND LOCATING PULL BOXES PER NEC AND COORDINATION WITH OTHER TRADES. I SPECIFIC. NOTES: 1. NOT USED, 2. _ CONNECT TO VAV BOX, 3KW 277V. PROVIDE LOCAL SPST 277V 20A SWITCHIN SINGLE GANG BOX ON SIDE OF VAV BOX FOR LOCAL DISCONNECT. (SEE CONNECTION CHART FOR DETAILS.) 3. CONNECT TO VAV BOX, 4KW 277 V. PROVIDE LOCAL SPST 277V 30A SWITCH IN SINGLE GANG BOX ON SIDE OF VAV BOX FOR LOCAL DISCONNECT. (SEE CONNECTION CHART FOR DETAU S.) 4. CONNECT TO VAV BOX, 5KW 277V, PROVIDE LOCAL SPST 277V 30A SWITCH IN SINGLE GANG BOX ON SIDE OF VAV BOX FOR LOCAL DISCONNECT. (SEE CONNECTION CHART FOR DETAILS.) 5. 1 CONNECT TO VAV BOX, 6KW 277V. PROVIDE LOCAL SPST 277V 30A SWITCH IN SINGLE GANG BOX ON SIDE OF VAV BOX FOR LOCAL DISCONNECT. (SEE CONNECTION CHART FOR DETAILS.) 6. CONNECT TO VARIABLE FREQUENCY DRIVE. FURMSHED BY DIVISION 15. DRIVE IS COMPLETE WITH DISCONNECT SWITCH. 7. _ CONNECT TO AIR HANDLER MOTOR. (SEE CONNECTION CHART FOR DETAILS.) 8. CONNECT TO 115V EXHAUST FAN MOUNTED IN CEILING. PROVIDE I POLE N.O. RELAY WITH 277V COIL IN NEMA 1 ENCLOSURE ABOVE CEILING LINE. INTERLOCK SO RELAY CLOSES AND ENERGIZES EXHAUST FAN WHEN ROOM LIGHTING SWITCH IS ON. i I I— — — — — — — — — — — — — — — — — — — — — — — — —I z� I °--------- IL -__----- ] rex111 B8A-]{ I ] � ynvrn M-32 I I I — — — 3244 — I I I VAV.y11 I ® BHA-32,34,36 I I . ON BLA ] vnvx,o 39 BNt-] I I yAVYO I awl-xeaB I — AREA 'B' AREA 'A' 2 ' VAV- 2 VAV.? BHA-26,28.30 ( ' I BHA-33,35,37 BIN-33 I BMA-1]J7 ( I ' y I I x I I SM-37ON I I ALA I 36 I 1 2 VAV.i45 eHA-zo,2z,za I t I 3 VAV Y16 B -Wa4 W HEE P I I I VAV446 2HA-24 WE{-2&3B I I VAV 4- : I�t VAV.14 I VAV'w VAV-14 ENU-30 ON ON I ] ALA ALA I 31 -1aas,te I -16 — B 9 6 e I F/HA-20,22,2410 2 I 2 - .24 FN -22ri ® I :. I ENN-24 -1a I .. YAv.1.0 4 I I ] I I I - -I I I I �1 L------------------------------------- - - - KEY PLAN (@Mt laM ND0. FOR CONSTRUCTION Revisions Rev. Dote Description TRIPLE J ENGINEERING �47 INDIAN CREEK DRIVE I TROPHY CLUB,TX 76262 817-491-2191 W � O� n W V J Q� W L,J ' O �Q O n 1� UW Q ZW I- U J nO i� 600 .1 o O A .1?... ibOvpa90ay'O V 90Pvpa 13 JAMES PHILIP OBa0.43DO4 iDOeDat a aL•� �zm:[� De as mD s9 Date: 06-30-06 Project No. Drown By: RDB Checked By: JB Sheet Title: OVERALL HVAC POWER PLAN Drawing No. E 4,1 7 i ;EA 'B'- ;EA 'A' I I I I _ I I - I I I I I I I I ( I I ALA i I I 1' ANNd IN III I VAV-2-5 ALA-55 AHA-17,19,21 REF VAV-1-3 CVWvT-2 AHA-14,16,18 MSB J ALA 30/3/NF 200/3/NF/N3/600V ( /N3/600V I EAHA-13,15,17 CH-2 J I -t AHU 1 I AHA 25,27,29 I EAHA-8,10,1E a r III 1200/3/NF J CtT 1 I /N3/600V E H-3 \'J I I I I I— — — — — — — — — — — — — — — — — — — — I I I I i F- 17 L� I I I I ( I ( I i L_ HVAC POWER PLAN - AREA 'A' SCALE: 1 /8" = 1'-0 CLFAPNot ITVAV-2-4 EF-9 EAHA 21.2"' A<�N 140 BHA-27,31 VAV-1-10 J 2 VAV-2-1 3HA-15,17,19 BHA-39,41 44<D-- BHA-27,29,31 VAV-2-3 4HA-14,16,18 EAHA-16 VAV-1-11 U' R9 I I t-41 11 VAV-2-2 .A EAHA-26,28,30 VAV-1-5 VAV-1-6 J J 3 EAHA-18 VAV-1-12 J I IA-20,22,24F9TFI I _ 2 I ( EAHA-22,24 II \ VAV-1-16 BHA-33,35,37 HP W REF 10 BHA-37 VAV-1-8 2 VAV-1-9 J EAHA-30 J 3 2 J VAV-1-13 BHA-35,37 VAV-2-15 L===, JL�L" FEE —JL JL F= VAV-2-8 BHA-26,28,30 VAV-2-7 BHA-20,22,24 BHA-24 VAV-2-18 VAV-2-16 AREA 'B' _.._.._._- AREA 'A' I I I I I I I I I I I I I I I I I I — I ' I i ON 6 ALA 36 LJ I I f, I I I ( I ( I I I I I I I I I I I ON ON I ALA ALA 31 31 I EF-2 iam La:�) I I B �O I I I I I I I i I T----I WI -A- --- KEY PL A N BAN N°0. FOR CONSTRUCTION Revisions Rev. Dole Description TRIPLE 7 ENGINEERING 547 INDIAN CREEK DRIVE, TROPHY CLUB,TX 76262 817-491-2191 0 W 0 O� n m r n Q/\ f W �Q O II. UW Q W = W I- U . nO I� OF ce aao u q.ZA aed ,�o�e°s8°o°°°u°ee':"oec°° eae -oer�5 JAMiES PHILIP DI1D RF' eae-e° n en. aa� T..:3� Date: 06-30-06 Project No. Drawn By: RDB Checked By: JB Sheet Title: HVAC POWER PLAN - AREA 'A' Drawing No. E4,1 A Revisions Rev. Dote Description TRIPLE J ENGINEERING 547 INDIAN CREED DRIVE TROPHY CLUB,TX 76262 817-491-2191 W � OD n m C/� W W 0 � W Z W I- U O �.nGaOaaaP160000 �. v `v< AW y�6aaa 0 oea�'a00000auaouacaasoeopa� i. ,ea zi i' JAMES PHILIP - AlU °MS �daaaeooaee� aoelalo oomaoan a.. P a ✓ `� � j p Dote: 06-30-06 Project No. Drown By: RDB Checked By: JB Sheet Title: NVAC POWER PLAN - AREA 'B' Drawing No. E4,1 B PANEL ALA SCHEDULE Typical Series: Siemens PI AIC: 10,000RMSSymrnaulcal Voltage Rating: 208Y/120V 3 Phase, 4W NOTES: Copper bUs, Copper,ground bar Enclosure and mounting: NeA I surface Door -In -door construction 2 Section Panelboard All single pole c/b's rated for SWD Left -Hand -.Section: 22513 Main Circuit Breaker with Through -Feed Lugs, 36 circuit. Right -Hand Section:226 amp Sub -Food Lugs, 36circuit. # BKR -. CIRCUIT DESCRIPTION N I I VA VA I I I N ]CIRCUIT DESCRIPTION BKR # 1 2011 Coln Machine Break Rc132 IGI 1,000 1 L1 2,040 DI I IRe§tnn126Hand Dryer 2511 2 3 20/1 Vending Machine W]c Pin 132 IGI 1,000 1 L2 2,040 DI I iRestrffil28 Hand Dryer 25/1 4 5 20/1 Vending Ma chine Brk Rm 132 G 1,000 L3 900 D GFI Outlets Restrm 128,128 20/1 6. 7 20/1 Water Fountain Corr 104 b 650 L1 2 040 D Reslrm 151 Whd Dryer 20/1 8 9 20/1 Outlets P n 110,112 IDI 540 1 L2 .720 DI I JGFIOutlets RTeslrm 150,151 2011 10 11 20/1 Copier Outlet Pin 110 1 DI, 1;080 I L3 21040 DI I IReafrm16O,Ha:nd Dryer 20/1 12 13 20/1 Spare 0 1 Lt 720 DI I JOurtlefg:Rm290,29i 20/1 1141 151 20/1 Spare 0 1 L2 1';080_ DI I IShrediddr-Outidt RB292 20/1 1,161 171 20/1 Spare 0 1 L3 11080 DI I ICdpIerOt0t,Rm292 20/1- 18 191 2011 Outlets Lobby 101 & GFI Fri. IDI 720 1 L1 no DI I JOurtlefs Training Rm276 2011 20 21 2011 OulleW Clerk Rm 286 101 720 1 L2- 850 G Refrig. Break Rm 123 20/1 22 23 20/1 WaterFounteln Lobby.101 D . 650 - L3 1,200 G , Milcrowave.Breakriii290 20/1 24 25 2011 Spare: 0 Lt .0 : Spare 20/1. 26. 27 26/1 Restrm 13 Hancl_Dryer D 2,040 L2 - 720 D -. Outlets Tr8inirig Pon 278 20/9 28 29 2611 - Resbrn102+Hand,Dryer -D 2;040 L3 900 D Outlets Training Rm276 20/1 '30 31 20/1 ' Coplair,,L tPon285 0 1,080 Li ,goo -D OutWts,Coor.;&;Rm272;279 2011 32 33 20/1 Oullet9 Rni283,2B5 - . D 900 L2 90Q D Outlets Rrf270,V3 2011 34 35 2011 Outlets Records;RIn283 D - 900 L3 900 D: Outlets Rm272274 2011 .36- 37 20/1 Outlets Rn.279,232 - D . 900 L1 720 D DuBois Rm 265;270 . 2011 3,8 39 20/1 Outlets Rn:272,278280 D 900 L2 720 D OutIeta'Rn268;2.69 20/1 40 41 2011 . Omiets Rn1280;281 D 900 L3 900 D - Outlets Pin 20%272,276 20/1 42 43 50/2 Range Break ft132 K 4,160 L1 720 D Oulleta.EXercise�Rn 149 20/1 - .44 45 K 4,160 12 720 D OUtlets,Ekerciae Rm149 2011 45 47 20/1 McrowaveBreakrm132 G 1,200 L3 1,100 G TreaogillExercise 'in 149 2011 48 49 20/1 Outlets Corr 120 & Jan.133 D 360 Lt 720 D Outlets•Bterclse Fin 149 2011 50 51 2011 Outlets Cabinets Brkrm 132 D 720 L2 720 D Outlets CFO:RM 154, 2011 52 53 20/1 TV Outlets RM 149 D wu L3 1,100 G Treadnill Eterclse R i 149 2011 64 66 2011 EF-8 - M 1,127 Lt 1,600 G Generator Battery Charger 2011 58 57 69 20/1 _ 20/1 Spare - Spare L2 L3 2,400 2.400 G G - . Control Cld. To Cu-1 Control ad. To Cu-2 30/1 3011 58 60 61 Space Lt Space 82 63 Space L2 Space 64 65 Space L3 specs 1 1.66 67. Space 44 L17 Space 68 69 71 Space Space L2 L3 Space Space 70 72 LOAD CALCULATIONS FOR"PANE- ALA" BASED ON THE 2005 NEC, L1 CALCULATED LOAD( NEC21&5) 20,077 VA CALCULATED LOAD WITH DEMAND FACTORS ( NEC 216.5) GENERAL LOAD 2,500 VA RECEPTACLE LOAD (NEC 220.14) 1ST10,000W 3,202 VA REIM1AINDER@ 50% 4,544 VA CONTINUOUS LOAD (NBC: 215.2) 0 VA PLUS 25% 0 VA MOTOR LOAD (NEC 430.24) 1,127 VA PLUS 25% OF LARGEST MOTOR 282 VA KITCHEN LOAD (NEC 220.56) L1 ( 4,160 X 1 ) = 4,160 VA L2(4,160X1)= - L3(0X1)= TOTAL BALANCED. LOAD (3-PHASE) 15,815 VA TOTAL BALANCEDLOAD(1-PHASE) 0 VA TOTAL UNBALANCED LOAD (1-PHASE) 0 VA LINEAMPS- BALANCED (3-PHASE) 131.7 A LMEAMP5 BALANCED (1-PHASE) 0.0 A UNEAMPS UNBALANCED (I -PHASE) 0.0 A TOTALS 131.7 A ADIUSTNT3NTFACTOR 46.1 A TOTAL DESIGN LOAD 177.8 A L2 21,850 VA 4,250 VA 3,502 VA 4,969 VA O VA 0 VA 0 VA 0 VA 4,160 VA 15,815 VA 158 VA 908 VA 131.7 A 1.5 A 7.6 A 140.8 A - 49.3 A 190.1 A BASEL) ON THE 2005 NEC L3 NEUTRAL 20,650 VA 21,850 VA 8,000 VA 3,296 VA 4,677 VA 0 VA 0 VA 0 VA 0 VA OVA 15,815 VA 158 VA _ 0 VA 21,850 VA 131.7 A 1.6 A 0,0 A 133.2 A 182.1 A 46.6 A 72.8 A 179.8 A 254.9 A ' PANEL AHA SCHEDULE Typical Series: Siemens F2 AIC: 40,000 RMS Symmetrical (MnIr um) Voltage Rating: 480Y1277V, 3 Phase, 4W NOTES: Copper bus, copper ground bar Enclosure and mounting: NEMA 1 Surface Doowin-door construction Main lug ampacity: 400A I All single pole clWs retell forSWD # BKR CRCUIT:DESCRIPfION I VA VA I H N CRCUTTDESCRPTION BKR # 1 11013 TransfromerTALA 17,027 L1 0 G Spare 2011 2 3R20�2 " - " 17,188 L2 0 G Spare 20/1 4 5 16,109 L3 _ 0 G Spare 20/1 6 7 PoIs Lights C %240 Li 2,126 C H N Ughts - 2011 8 �9" " C 3,240 L2 3,341 C H N Lights 2011 10 11Pole Lights C %240 L3 - 3,559 C H N Lights 20/1 12 13"� C 3,240 L1 3,718 M C4yR2 26/3 14 15Wall Peks & Flag Pole Lights JH C 3,195 L2 3,718 M 16 17CWP-1 -. M -3,718 L3 3,718 M 18 19 M 3,718 L1 30;000 C EUVH 1 150/3 20. 21 - M 3,718 L2 30,000 C 22 23 . - Space G L3 30,000 C " 24 25 Space G -L1 G Space 26 27 Space G l2 G Space 28 29 Space G L3 G Space 130 LOAD CALCULATIONS FOR "PANE- AEA" BASED ON THE 2005 NEC BASEDONTHE2005 NE - L1 L2 L3 NEUTRAL CALCULATEDLOAD(N�215.5) 66,119 VA 69,062 VA 64,885 VA 6,536 VA CALCULATED LOAD WiTH DIRMAND FACTORS ( NEC 215.5 ) GENERAL LOAD 2,500 VA _ 4,250 VA 8,000 VA RECEPTACLE LOAD (NEC 220.14) 1ST10,000W 3,202 VA 3,502 VA 3,29E VA 4,544 VA 4,969 VA 4,677 VA CONTINUOUS LOAD (NED 215.2) 38,606 VA 39,776 VA 36,799 VA PLUS 25% 9,652 VA 9,944 VA 9,200 VA MOTOR LOAD (NBC 430.24) 8,563 VA 7,436 VA 7,436 VA PLUS 26% OF LARGEST MOTOR 030 VA 930 VA 930 VA KITCHEN LOAD (NEC 220.56) L1 (4,160 X I ) = 4,160 VA L2 (4,160 X I ) = 4,160 VA L3(OX1)= OVA TOTAL BALANCED LOAD (3-PHASE) 70,338 VA 70,338 VA 70,338 VA TOTAL BALANCED LOAD (1-PHASE) 1,819 VA 1,819 VA OVA TOTAL UNBALANCED LOAD (: -PHASE) 0 VA 2,810 VA - 0 VA 6,536 VA LMEAMPS BALANCED (3-PHASE) 253.8 A 253.8 A 253.8 A LINEAMPSBALANCED (1-PHASE% 7.6 A 7.6 A 0.0.A UNEAMPS UNBALANCED(1-PHASE) 0.0 A 10.1 A 0.0 A TOTALS 261.4 A 271.5 A 253.8 A 23.6 A ADJUSTMENT FACTOR 52.3 A 54.3 A 50.8 A 4.7 A TOTAL DESIGN LOAD 313.7 A 325.8 A 304.6 A 28.3 A Main Switchboard MSE1 Notes: Voltage: 4BOY/277V 3 phase 4 wire Enclosure:. NEMA 1 free-standing,.2 or 3 section, 30.36" deep, front and rear aligned. ,�-, - RaOng_ Service entrance rated. Bussing: Full-sized copper bus, fullsized solid neutral, minimum 25% ground bus. SCC Rating: I Minimum 45AIC Integrated equipment rating and 45KAIC on all breakers (no series ratings). Feed: 113ottom cable feed to main lugs. _ Other. __., P Mde service entrance lightning arrestor on Incoming line Series: SBt, Square D OED, Cutler•Hemmer Pow-R-Line C, or equal. _ _Siemens Notes Shortciroult rating based on estimated utility company transformer size and minimum Impedance available. _ LOAD CALCULATIONS FOR - MAIN SW BOARD BASED ON THE 2005 NEC BASED ON THE 2005 NEC Lt L2 L3 NEUTRAL CALCULATED LOAD ( NEC 215.5) 378,900 VA 385,106 VA 378,797 VA 74,315 VA CALCULATED LOAD WITH DEMAND FACTORS ( NEC 215.5 ) GENEtAL.LOAD 38,659 VA 41,357 VA 44,976 VA RECEPTACLE LOAD (NEC 220.14) 1STIO,000W 3,387 VA 3,374 VA 3,239 VA REMAINDER@ 50% 12,102 VA 12,053 VA 11,571 VA CONTINUOUS LOAD (NEC 215.2) 169,028 VA 175,021 VA 169,106 VA PLUS 25% 42,257 VA 43,755 VA 42,277 VA MOTOR LOAD (NEO 430.24) 139,463 VA 137,088 VA 138,336 VA PLUS 25% OF LARGEST MOTOR 10,471 VA 10,471 VA 10,471 VA KITCHEN LOAD (NEC 220.56) L1 (4,160 X 1 ) = 4,160 VA L2 (4,160 X 1 ) = 4,16D VA L3(OX1)=. OVA TOTAL BALANCED LOAD (3-PHASE) 419,527 VA 419,527 VA 419,527 VA TOTAL BALANCE) LOAD (I -PHASE) 0 VA 448 VA 448 VA TOTAL UNBALANCEDLOAD(1-PHASE) 0 VA 7,304 VA 0 VA 74,315 VA LINEAMPS BALANCED (3-PHASE) 1,513.9 A 1,513.9 A 1,513.9 A LINE AMPS BALANCED (I -PHASE) 0.0 A 1.9 A 1.9 A LINEAMPS UNBALANCED (I -PHASE) 0.0 A 26.4 A 0.0 A TOTALS 1513.9 A 1542.1 A 1515.8 A 268.3 A ADJUSTMENT FACTOR 0.0 A 0.0 A 0.0 A 0.0 A TOTAL DESIGN LOAD 1,613.9 A 1,642.1 A 1,515.8 A 26B.3 A FAULT CURRENT CALCULATIONS Available Fault Current at Starting Point 57,200 AFC Calculate TF ( 57,200 AFC x 13200 PV x 1,732 x 2.5 %Z.) + (100,000 x 1,250 KVA) = 26.155 TF Calculate TM (1 ) / (.1 + 26.155 TF) = 0.037 TM Calculate TLC(((( 13,200 P/ +480 SV) + (0.037 TM x 57,200 AFC )) x 1.1 UA) + 604 MC) = 64,625 TLC Conductor Factor CF - Fornuia (1.732 x 225 L x 64,625 TLC) + (26,706 C x 4 N x 480 SV) = 0.491 CF Conductor Multiplier CM- Formula ( 1 ) + ( 1 +0.491 CF) = 0.671 CM Conductor Let -Through Current CLC - Formula ( 64,625 TLC x 0.671 CM) = 43,363 CLC TRANSFORMER SCHEDULE ALL TRANSFORMERS ARE 3 PHASE DRY -TYPE, 480-208/12OV, NEMA i VENTILATED ENCLOUSURES, WITH A MINIMUM OF TWO, 2-1/2% PRIMARYTAPS ABOVE AND BELOW RATED VOLTAGE, AND ALUMINUM OR COPPER WINDINGS. PROVIDE: ISOLATION MOUNTS TO REDUCE NOISE AND VIBRATION TRANSMISSION TO STRUCTURE. DESIGN. KVA TEMP. RISE K FACTOR MOUNTING TALA 75 150 DEG. C. NONE FLOOR MOUNT TBLA 75 150 DEG. C. NONE FLOOR -MOUNT TEALA 75 150 DEG. C. K-13 FLOOR MOUNT TEBLA 45 115 DEG. C. NONE FLOOR MOUNT I 1 MAIN SWITCH BOARD 1600 AMPS @ 277/48OV, 30, 4W NEMA 1 ENCLOSURE BRACED FOR MINIMUM 45,000 A.I.C. - 400/3 350/3 A.T. 600/3 ) 600/3 A.T. 225/3 200/3 A.T. 225/3 200/3 A.T. 600/3 600/3 A.T. �>00/3 10' (45kAIC) (45kNC) (45kNC) (45kFJC) (45kAIC) SPACE 4-4" PVC-40 120' 20' 3-#500 THHN CU 1-#250 THEN CU (N) 30, 2-2 1/2 PVC-40 45' 50' 2-2 i/2' EMT 1-3" MT E 3-#350 THHN CU 1-2" PVC-40 1-2" PVC-40 3-#350 THHN CU #4/0 G 3-ND THEN CU 1-#1/0 THHN CU (N) 3-#3/0 THHN CU 3-#3/0 THHN CU 1-#4/0 THHN CU (N) TO MGB 1-#300 THHN CU (N) i-#i CU GND 1-#6 CU GND 1-#6 CU GND 1-#1 CU GND i-#3 CU GND (PARRALLEL FEED) (PARRALLEL FEED) 65, METER & M CT 36.4K 0.1% VD 303K 0.4% VD 28K 0.3% VD 27K 0.37 VO 38M VD 2-2 1/2° EMT 2- CT CAN PANEL AHE 6 POLE MECH. HELD UGHTING CONTACTOR. PANEL BHA (SEC MSEC PANEL BHA 2) CH- 200/3 DISC CH-2 200/3 DISC. ooA, 3 POLE, UTO XFER SWITCH 3-#350 THEN CU 1-#4/0 THHN CU (N) AEA-7,9,11,13,15 1-#1 CU GND (PARRALLEL FEED 13-#1 5, 15' 225' -1 1/4" ST. FLEX 1-1 i/4" ST. FLEX1 1" PVC-40 TO 4-4" PVC-40 THHN CU 3-#1 THHN CU 20' ANNUNCIATOR. WIRING 3-#500 THHN CU MOTOR MOTOR 2-2 1/2" EMT PER EQUIP. MFR. 1-#250 THHN CU (N) 1-#6 CU GND 1-#6 CU GND 3-#350 THHN CU 28.6K 0.0% VD 25K 0.1% VD 1- #4/0 THHN CU (N) ALA-56 TO U>lU FM A J MR B 1-#i CU GND BADRGERRY �j rTm- 75 KVA fl1Yi 75 KVA 220' (PARRALLEL FEED) d 2 GND 7,4K #2 GND 7,3K i-1 1 4 PVC-40 (1) 3/4" PVC-40� # _ - 3-#2 THEN CU 30.1K O.o% VD WITH 3-#12 TO 13-#4 1-#6 THHN CU (N) PANEL AUTO TRANSFER SW. 152 1/2" ST. FLEX 152 1/2" ST. FLEX BAK 1-#8 CU GND EAHA STAND BY GENERATOR UNIT 4-#300 THEN CU 4-#300 THEN CU 350 KW, 277/48OV, 30, 4W UNDERGROUND TO 1-#4 CU GND 1-#4 CU GND 1'9%VD 15' NATURAL GAS FIRED WITH UTILITY CO. POLE WEATHERPROOF ENCLOSURE 1-1 1/2' ST. FLEX 7.1K 0.1% VD 6.9K 0.1% VD " ST. FLEX 3-#i THHN CU PANELZPANEL) PANEL PANEL THHN CU1-#1 CU GND BLA BLA #8 CU GND 1-#1/C ISO. GND (SEC 1)(SEC 1)(SEC 2) 5K 0.0% VD 26K 0.0% VD LU U XFMR TEBLA IAAAJ XFMR TEALA !Y Y1 45 KVA rn-n 75 KVA #4 GND 3.6K #2 GND 7.2K t5, 15' = 1-3" ST. FLEX 1-2" ST. FLEX 3-#300 THHN CU 4-#2/0 THHN CU i-#500 NEUT 1-#6 CU GND 1-#1 CU GND 1-#2/0 ISO. GND 3.4K 0.1% VD 7K 0.1% VD PANEL PANEL PANEL PANEL EBLA FALA EALA RLA (SEC 1)(SEC 2) 30 1-1 1/2" PVC-40 4-#3 THHN CU 1-#4 CU GND 1#4 ISO. GND FOR CONSTRUCTION Revisions Rev. Dale Description TRIPLE J ENGINEERING 547 INDIAN CREEK DRIVE TROPHY CLUB,TX 76262 R17-441-2191 WD O V J Q X W O W �Q n UW Q W =W 5U O k"m®ooe°maaamoo' ° E„n ..a oomn°c o �v11113m°m y fi �,,�' G' JA9NHp (v1E5 d!+ PFIILip „pkRl-'� �amoemmu°o°°eao°ema 3', nrJ m A 9 Y IN Dote: 06-30-06 Project No. Drawn By: RDB Checked By: JB Sheet Title: RISER & PANEL SCHEDULES Drawing No. E5, 1 EM PANEL EALA SCHEDULE Typical Series: Siemens P1 Voltage Rating: 208YI120V 3 Phase, 4W AIC: 10DOO RMS Symmetrical NOTES: Copper bus, copper ground bar, Isolated copper ground be Enclosure and mounting: NBM 1 surface DoorAn-door construction 2 Section Panelboard All single: pole c/b's rated for SWD Lock -on handles wherenoted by "L" Lima side 3 phase surge suppressor In right hand section 200% Neutral Right -Hand Section: 22613 Main Circuit Breaker with Through -Feed Lugs, 42 circuit, Left -Hand Section: 226 amp. Sub -Food Lugs, 42 circuit. # BKR CIRCUIT DESCRIPTION N I VA VA I I N CIRCUIT DESCRIPTION BKR # 1 20/1 Outlets Staff Cont. Rm 118 D 720 L1 600 D. Floor Outlets EOC'122 2011 2 3 2011 Outlets Staff Conf. Rm 118 D 720 L2 600 D Floor Outlets EGG 122 20/1 4 5 2011 Rettig. Staff Corti. Rm 116 D 850 L3 600 D. Floor Outlets'EDC 122 2011 6 7 2011 Outlets Staff Conf. Rm 116 D 720 Li 600 D Floor Ou lets EOp 122 .2011 8 9 2011 Outlets Brer. Manag. Rm 114 D 900 L2 600 :D Floor Outlets EOC 122 20/1 10 11 2011 Outlets EDCRm 122 D 720 L3 BOO - D FloorOultets EOC 122 2011 12 13 2011 Outlets EDC Rm 122 D 720 L1 600 D Floor Outlets EOC:122 2011 14 15 20/1 Outlets EOCRm 122 D 720 L2 600 O Floor.Outlets EDC.122 2011 16 17 20/1 Outlets EDC Rm 122 D 720 'L3 600 D PoorQW*EOC-122 20/1 18 19 2011 Outlets EDCRm122 D '720 L1;... SOO D: Sbor'Outlets'EOC122 20/1 20 21 20/1 Outlets EDC Rm 122 D- -"720 'L2 600 D Outleth ConputerrRrn108 2011 22 23 20/1 Outlets EOC Rm 122 D 720 L3 600 D Outlets Conputer Rm 108 20/1 .24 25 20/1 Outlets PC 122 & Disp. 288 D 720 L1 ,ROD D Outl WConputer Rh 108 - 20/1 '26 27 20/1 Outlets Dispatch Rm288 D 720 L2 600 p Outlets ConptilerRm108 20/1 28 29 20/1 Outlets Dispatch Rm 288 -D 720 L3 600 D. Odata.Corrputer Rm I D8 20/1 30 31 33 20/1 20/1 Dispatch Sergeant 287 Floor Outlets Dispatch 288 D D 600 900 -Li L2 SOD 600 D D Outlets Confuter Rm 108 Outlets'Conputer.Rm 108 20/1 � 20/1 32 34 35 2011 Floor Outlets Dispatch 288 D 300 L3 600 D Floor:OWets'Corry: Rm,108 20/1 36 37 20/1 Floor Outlets Dispatch 288 D 300 -L1 6DO D Floor outlets Corry. FED 108 - 2011 .:38 39 2011 Floor OutletsDispatch288 D 300 600 D Floor Outlets Cone. Rm 108 2011, 40 41 2011 Floor Outlets Dispatch 288 D 300 2,880 G Floor,Outlets Corip: Rn108 30/1 42 43 2011 Floor Outlets Dispatch 288 D 300 2,880 .G Floor Outlets Gorry. Rm 108 3011 44 45 20/1 Floor Outlets Dispatch 288 D, 300 fL2 2;880 G Outlets Computer Rm 108 30/1 48 47 20l1 Floor Outlets Dispatch 288 D 300. 2-,880 G Outlets Cohputer Rmi 108 3011 48 49 2011 Floor Outlets Dispatch 288 D 300 720 D. Outlets Computer Rm 106 20/1 50 51 20/1 Floor Cutlets Dispatch 288 D 300 720 D Outlets Computer F n 106 20/1 52 53 20/1 Floor Outlets Dispatch 288 D 30D 720 D Outlets Computer Rm 105 - 20/1 54 55 2011 Floor Outlets Dispatch 288 D 300 Lil 720 D Outlets Conputer.Rm 108 - 2011 56 57 20/I Floor Outlets Dispatch 288 D 300 L2 600 D Outlets Tel. Rm 153 - 2011 58 59 20/1 Outlets Chief Rm 118 D 300,, L3 600 D Outlets.TeL Rm "153 � 2011 60 61 2011 Outlets Chief .&Adnin. Assis. D 300 �. L1 3,000 G 911:EtuipnentRm 153 6012 62 63 20/1 Outlets Rm111,113 - D 300 L2 3,000 G " " „ 84 65 2011 Outlets Rm 109,113 D 300 L3 600 D Outlets Ham Radio Rm 123 2011 Be 67 20/1 Outlets i mW 7,109 D 300 L1 600 D Outlets Flatn RadioRan 123 2011 68 69 20/1 outlets Rm 105,107,109,113 D- 640 L2 600 D Outlets HsmRadlo Rm123 20/1 70 71 20/1 Outlets Rm105,107 D 720 L3 720 D Outlets Rn 123,163 20/1 72 73 80/3 Radio Come Panel RLA G 2,160 - Lt 900 G Outlets 107,109,111,113,118 2011 74 75 ^ " " " " „ G 2,160 L2 850 D Refrigerator Breakrm132 2011 76 " ^ " G 2,160 L3 Spare - 2011 78 79 81 20/1 20/1 Spare Spare Ll L2 J77 Spare Spare 20/1 2011 80 '82 83 20/1 Spare L3 - Spare 20/1 84 LOAD CALCULATIONS FOR "PANE- EALA" BASEDON THE2005 NEC L1 CALCULATED LOAD (NED215.5) 21,780 VA CALCULATED LOAD WiTH DEMAND FACTORS ( NEC 215.5) GENERAL LOAD 8,580 VA RECEPTACLE LOAD (NEC 220.14) 1ST10,000W 3,244 VA RBANDBR@50% 4,978 VA CONTINUOUS LOAD (NEC 215.2) - 0 VA PLUS 25% 0 VA MOTOR LOAD (NEC 430.24) 0 VA PLUS 25% OF LARGEST MOTOR 0 VA KITCHEN LOAD (NEC 220.56) L1(0X1)= OVA L2(OX1)= L3( O X I of TOTAL BALANCED LOAD (3-R-ASE) 16,672 VA TOTAL BALANCED LOAD (1-PHASE) 130 VA TOTAL UNBALANCED LOAD (1-PFIASE) 0 VA LINEAMPS BALANCED (3-PHASE) 138.8 A LINEAMPS BALANCED (1-PHASE) 1.3 A LINEAMPS UNBALANCED (1-PHASE) 0.0 A TOTALS 140.1 A ADJUSTMENT FACTOR 56.0 A TOTAL DESIGN LOAD 196.1 A BASED ON THE 2005 NEC L2 L3 NEUTRAL 22,330 VA 21,970 VA 22,330 VA 8,890 VA 7,920 VA 3,303 VA 3,453 VA 5,069 VA 5,299 VA 0 VA O VA O.VA 0 VA 0 VA 0 VA 0 VA 0 VA OVA O VA 16,672 VA 16,672 VA 130 VA 0 VA 460 VA 0 VA 22,330 VA 138.8 A 138.8 A 1.3 A 0.0 A 3.8 A 0.0 A 143.9 A 138.8 A 186.1 A 57.6 A .55.6 A 74.4 A 201.5 A 194.3 A 260.5 A PANEL EANA SCHEDULE Typical Series: Siemens P2 I AIC: 35,000 RMS Syrmtetricai (Mninurrs Voltage Rating: 480Y/277V, 3 Fhase, 4WJ NOTES: Copper bus, copper ground bar Enclosure and mounting: N9 A 1 Surface I Door -In -door construction Main lug ampaclty: so All single pole c/b's rated for SWD # I BKR 1CRCUffDESCR1PTION N HI i I VA VA I I H I N. CIROUIrDESCRIPTION SKR # 1 110/3 PANELt�RA 26,279 Ll 16,689 G XFORMB2TEALA 126/3 2 3 " ^ " 26,416 L2 17.019 G " " 45 „ " ^ 26,212 L3 15,827 G ""6 7 20/1 Lighting C 3,413 Lt 25,219 M CLL1 8 9 20/1 Lighting C 3,427 L2 25,219 M N25 10 11 20/1 Lighting C 3,526 L3 25,219 M ""12 13 40/3 AHU-1 M 5,820 Lt 4.222 C VAV-1.5 14 15 "M 5,820 L2 3,222 -C VAV-1-11 16 17 " M 5;820 13 4,222 C VAV-1-6 25/1 18 19 25/1 VAV-1.3 C 4,222 L1' 3,222 C VAV-1-12 20/1 20 21 25/1 VAV-1-4 C . 4,222 L2, 3,222, C VAV-1-13 20/1 22 23 2511 VAV-1-10 C - 4,222 L3. .4,222 C VAV-1.14 2511 24 25 80/3 EDH-3 C 13.333 11 4,222 C VAV•1A8 25/1 26 27 „ C 13,333- L2 4,222 C VAV-i-8 2511 28 2B ^ O 13,333 L3 3,222 C VAV-1-9 20/1 30 31 20/1 Lighting C . 3,538 L1 - G Spare 20/1 32 33 20/1 Lighting - 0 3;504 LZ G Spare 2011 34 35 2011 Light C 3,412 L3 G Space 36 37 Space G L1 G Space 39 39 Space G L2 G Space 40 41 Space G G G Space 42 LOAD CALCULATIONS FOR "PANEL SAHA," BASED ON THE2005 NEC BASED ON THE2005 NBC L1 L2 L3 NEUTRAL CALCULATED LOAD ( NEC 215.5) 106,824 VA 107,167 VA 106,587 VA 28,985 VA CALCULATED LOAD WITH DEMAND FACTORS ( NEC 215.5 ) GENERAL LOAD 26,160 VA 27,108 VA 25,476 VA RECEPTACLE LOAD (NEC 220.14) 1ST10,000W 0 VA 0 VA 0 VA CONTINUOUS LOAD (NEC 215.2) 41,871 VA 41,266 VA 42,318 VA PLUS 25% 10,468 VA 10,317 VA 10,580 VA MOTOR LOAD (NEC 430.24) 38,793 VA 38,793 VA-38,793 VA - PLUS 25% OF LARGEST MOTOR 6,305 VA 6,305 VA 6.305 VA - MU-JE N LOAD (NEC 220.66) L1(0X1)= OVA L2(OX1)= OVA L3(OXI .......OVA TOTAL BALANCED LOAD (3-PHASE) 123,472 VA 123,472 VA 123,472 VA TOTAL BALANCED LOAD (1-PHASE) 125 VA 125 VA 0 VA TOTAL UNBALANCED LOAD (1-PHASE) 0 VA 192 VA 0 VA 28,985 VA LINEAMPS BALANCED (3-PRASE) 445.6 A 445.6 A 445.6 A LINEAMPS BALANCED (1-PHASE) 0.5 A 0.5 A 0.0 A LINEAMPS UNBALANCED (1-PHASE) 0.0 A 0.7 A 0.0 A - - - TOTALS 446.1 A 446.8 A 445.6 A 104.6 A ADJUSTMENT FACTOR 89.2 A 89.4 A 89.1 A 20.9 A TOTAL DESIGN LOAD 535.3 A 536.2 A 534.7 A 125.5 A PANEL EBLA SCHEDULE Typical Series: Siemens Pt 'AIC: IODDD RMS.Symmetrical. Voltage Rating: 208YN20V 3 Fhese, 4W NOTES: Copper tow copper ground bar, Isolateacapper ground bat Enclosure and mounting: NEIM I surface .Door-in-door.construction . Main Circuit Breaker: 125A All dingle pole c/b's rated for SWD # BKR ICIRCUTDESCRIPTION N I I I VA I VA I IN- CIRCUtT.DESCRPrION BKR # 1 20/1 1 Outlets Report Writing Rm 175 IDI 720 L1 916 M MOTORIZED GATE 11 1512 2 3 2011 Outlets Report Writing Raft 175 IDI 720 L2 916 M 111. " " If 4 5 20/1 Outlets RED 174,175 IDI 720 W 900 D Outlets Elect 227, Mach. 228 20/1 6 7 20/1 Freezer Outlet lecher, 219 1 G I 850 L1 720 D Outlets Rm.174,175 20/1 8 9 2011 Refrill.Outlet KBchen219 G 850 L2. 720 - D OutletsRED253 20/1 10 11 20/1 North Over Head Door -. -M 1,356 L3 720 D Outlets Pon 254;256 2011 12 13 2011 Outlets Rm 180;191, Corr 182 D 720 L4 720 D Outlets AFiS 217, Rm 230 . _ 20/1 14 15 20/1 Outlets Fim 183,185 D 720 L2 1,356 M South OverHead Door 20/1 16 17 2011 Outlets Rm180,198 D 720 L3 1,356 G - Spare 2011 18 - 19 2011 Outlets Rm 180,181,Corr 178 D 720 -L1 800 M Vent Hood Lab 146 20/1 - 20 21 20/1 Outlets Copy Rm 18l D 900 L2 600 D Forensic Cabinet. Lab 146 2011 22 23 2011 Outlets Briefing Rm 178 D 720 L3 40D D Nsonlx Dow nflow Lab 148 20/1 24 25 20/1 Outlets 172,173 Card 169,17 - D 560 L1 720 D I Outlets Labi 146 2011 26 27 20/1 Outlets Firm 206 IDI- 720 L2 720 D O'utlets Mnl-Lab 145 2011 28 291 20/1 1 Outlets Rm207 DI 720 L3 850 G Refrig. Lab 146 20/1 30 31 2011 I Outlets Rm200,202,203,205 D. 720 L1 720 D Outlets Rm 137,145 20/1 32 33 20/1 EI-7 M 667 L2 850 G Refrig. Evidence 135 20/1 34 35 20/1 EF-1 822 M 822 L3 720. D Outlets Rm 135,147 20/1 36 37 1112 MOTORIZEDGATE M 916 L1 850 G Refrig, Evidence 140 20/1 38 39 1 M' If If M 916 L2 30D D Card. Readers 139,141,142 20/1 40 41 20/t Spare G L3 720 D Outlets Bect 136, Mech 147 2011 142. LOAD CALCULATIONS FOR "PANEL EBLA" BASED ON THE 2005 NEC BASED ON THE 2005 NEC L1 L2 L3 NEUTRAL CALCULATEDLOAD (NEC 215.5) 10,652 VA 10,955 VA 10,724 VA 10,724 VA CALCULATED LOAD WITH DEMAND FACTORS ( NEC 215.5) GENERALLOAD 1,700 VA 1,700 VA 2,206 VA RECEPTACLE LOAD (NEC 220.14) 1STIODOOW 3,499 VA 2,990 VA 3,611 VA REMAINDER @ 50% 1,411 VA 1,205 VA 1,415 VA CONTINUOUS LOAD (NED 215.2) 0 VA 0 VA 0 VA PLUS 25% 0 VA 0 VA 0 VA MOTOR LOAD (NED430.24) 2,632 VA 3,855 VA 2,178 VA PLUS 25% OF LARGEST MOTOR 229 VA 339 VA 339 VA KITCHEN LOAD (NEC 220.66) L1 (0X1)= 0 VA L2(OX1)= OVA L3(OX1)= OVA TOTAL BALANCED LOAD (3-PHASE) 9,471 VA 9,471 VA 9,471 VA TOTAL BALANCED LOAD (I -PHASE) 0 VA 178 VA 178 VA TOTAL UNBALANCED LOAD (1-PHASE) 0 VA 440 VA 0 VA 10,724 VA LINEAMPS BALANCED (3-PHASE) 78.9 A 78.9 A 78.9 A LINEAMPS BALANCED (1-RASE) 0.0 A 1.7 A 1.7 A LINEAMPS UNBALANCED (1-PHASE) 0.0 A 3.7 A 0.0 A TOTALS 76.9 A 84.3 A 80.6 A 89.4 A ADJUSTMENT FACTOR 37.9 A 40.5 A - 38.7 A 44.7 A TOTAL DESIGN LOAD 116.8 A 124.E A 119.3 A 134.1 A PANEL BLA SC14®l1LE Typical Series: Siemens PI AIC: 10,000 RMS Symmetrical Voltage Rating: 208YI120V'3 Phase. 4W NOTE: Copper bus, Copper ground bar Enclosure and mounting: NEIM I surface Door4n-door construction 2 Section Panelboard All single pole clots rated for SWD Right -Hand Section: 22613 Main Circuit Breaker with Through -Food Lugs, 38 circult. Left -Hand Section:226 amp Sub -Feed Lugs, 36 circuit. # BKR JCRCUITDIESCRIPTION - N I i I VA I " VA I N CIRCUITDESCRPTION BKR # 1 2011 Outlets Rrn 160,161 D 720 L1 -1 720 D Cutlets Firm 179,214 2011 2 3 20/1 Outlets DOT Officer Rm. 161 1 DI 900 L2 1 720 D Outlets Rni 212,214 20/1 4 5 20/1 Water Fountain Corr.134 D 650 L3 720 D Outlets Rm 210,212 2011 6 7 2011 Outlets CPO Rm 155 D 720 L1 720 D Outlets RED 201 20/1 8 9 2011 Outlets CPO ion 156 D 720 L2 720 D Outlets Rm 211, Corr 196 2011 10 11 2011 Spare D 0 L3- 720 D Outlets Pon 204 2011 12 13 2011 Outlets Rm 158,160, Corr 261 D 720 Ll 720 D Outlets Pin20D 20/1 14 15 2011 Outlets Dare Rm 168 D 720 L2 720- D Outlets Rm'202 2011 16 17 26/1 Hand Dryer Restrnt 1e3 D 2,040 L3 720 D Outlets Rm. 203- 2011 18 19 2011 Outlets Sergeant Rm 267 D 900 L1 720 D Spare . 2011 20 21 2011 Copier OutletRm. 259 D 1,080 L2 720 D Outlets Kitchen 219 2011 22 23 20/1 Outlets Personnel Rm 266 D 720 L3 720 D . Outlets Call Area 229.230,237 20/1 - 24 25 20/1 Outlets DOT Officer Rm 166 D 720 L1 720 D. - . _ outlets Ron. 209,210, Corr 213 2011 26 27 2011 Outlets Rm 166; Corr. 171 D 720 L2 - 720 D: Outlets Rm 143,209 20/1 -28 29 20/1 Outlets Rm 168,176 D 720 L3 720 D Outlets Rm.208 2011 30 31 20/1 Outlets Custodian Rm 159 D 720 L1 720 D Outlets Fyn 140,143 20/1 32 33 2011 Outlets Petrol Blue Rm 170 20 L2 720 " D Outlets Rrn 140, Corr. 20/1 34 35 25/1 Hand Dryer Restrm 164 040 L3 1,200 G Washer Laundry Rm 222 20/1 . 36 37 20/1 Outlets Rm, 252,259,262 20 L1 4;160 C Range Kitchen 219 60/2 38 39 2011 Outlets Lieutenant Rm 263 20 L2 4,160 C " " " " „ " 40 41 20/1 Outlets Lieutenant Rm. 262 20 L3 2,50D C Dryer Laundry Rm 222 30/2 42 43 20/1 Outlets Patrol Sorg. Rm 258 20 L1 2,600 C " 44 45 20/1 Outlets Petrol Sorg. Rm 258 20 L2 3,000 C ENH•3 40/2 46 47 20/1-- Water Fountain Corr. 251 50 L3 3.000 C " 48 49 20/1 Outlets Lieutenant Rm 261 20 L1 1,500 C BA4f-2 2512 5o 61 2011 Outlets N F Rim. 256 20 L2 -1,500 C „ 52 53 20/1 Outlets Rm 262.253 g72 20 L3 1,248 M Floor Lot Vechicle Rm 143 2012 64 65 20/1 Outlets Salyport249 20 L1 1.248 M " " " " " „ 56 57 2011 Outlets Call Area 231,232 40- L2 G Spare 20/1 5859 20/1 DisposerKlchen21B 00 L3 G Spare 2011 60 61 - 20/1 Outlets Rm. 175,17E 20 L1 G Spare 20/1 62 63 20/1 OutletsDWIProcessing226 20 L2 .0 Spate 20/1 64 65 •2011 OutletsRED 223,21226 20 L3 G Spare 20/1 66 87 2011 outlets Pia 262,253 20 L1 G Spare 2011 68 69 2011 Outiets Pon 174,175 20 ,L2 G Space 70 71 201Ol R174C251 20 L3 G Space 72 LOAD CALCULATIONS FOR "PANEL BLA" BASEDONTHE2005 NEC L1 CALCULATED LOAD ( NEC 215.5) 22,548 VA CALCULATED LOAD WITH DBJAND FACTORS ( NEC 215.5) GENERAL LOAD 0 VA REDEPrACLE LOAD (NEC 220.14) 1STI0,000W 3,305 VA REMAINDER @ 50% 4,918 VA CONTINUOUS LOAD (NBC 215.2) 8,160 VA PLUS 25% - 2.040 VA MOTOR LOAD (NEC 430.24) 1,248 VA PLUS 25% OF LARGEST MOTOR 312 VA KITCHEN LOAD (NEC 220.56) L1(0X1)= 0VIA L2(OX1)= L3(OX1)= TOTAL BALANCED LOAD (3-PHASE) 18,258 VA TOTAL BALANCED LOAD (1-PFWSE) 902 VA TOTAL UNBALANCED LOAD (1-PHASE) 823 VA LINEAMPS BALANCED (3-PHASE) 152.0 A LINEAMPS BALANCED (1-PHASE) 8.7 A LINEAMPS UNBALANCED(1-PHASES 6.9 A TOTALS 167.5 A ADJUSTM34TFACTOR 40.2 A TOTAL DESIGN LOAD 207.7 A L2 21,980 VA 0 VA 3,350 VA 4,985 VA 8,660 VA 2,165 VA 0 VA 0 VA OVA 18,258 VA 902 VA O VA 152.0 A 8.7 A 0.0 A 160.7 A 38.6 A 199.3 A BASED ON THE 2005 NEC L3 NEUTRAL 21.548 VA 19,800 VA. 1,560 VA 3,345 VA 4,978 VA 5,500 VA 1,376 VA 1.248 VA 312 VA OVA 18,258 VA 0 VA O VA 19,800 VA .152.0 A 0.0 A 0.0 A 152.0 A 165.0 A 36.5 A 33.0 A 188.5 A 198.0 A PANEL ESHA SCHEDULE Typical Series: Siemens F2 I AIC: 14,000 RMS.Syrtmetrical (Mnirrum) Voltage Rating: 480Y/277V, 3 Fhase, 4W NOTES, Copper bus,copper ground bar Enclosure and mounting: NEMA 1:Surface Door -In -door construction Mein lug ampacity: 125A All single pole clb's rated lot SWD # BKR CRCUITDESCRIFnION N H I I I VA VA 1 H I N OIRCUTOESCRPRON BKR # 1 7013. XFORMBR TEBLA 45 KVA IGI 9,471 1 L1 2,809 C I ILIghting 20/1 2 3 ^ " " " "- G 19.089 1 L2 2,701 C I JUghtIng 20/1 4 5 ^ " " " " G 9,649 1 L3 2,770 C I I Lighting 20/1 6 7 16/3 AHU-38 M. 2,018 Ll 3,718 M I ISEF-1 25/3 8 9 ^ " " M 2,018 L2 3,718 M 110 11 M 2,018 L3 3,718 M 12 13 1513 SSF-1 - M 2,018 L1 2,890 C FURTUREEIVER . LIGHTING 2011 14 15 " ". " M 2,01E L2 3,413 C FURTUREENERG. LIGHTING 2011 16 17 " M 2,018 L3 3,533 C FURTUREBVB2G. LIGHTING 2011 18 19 Space GI L1 G Spare 2011 20 21 Space IGI L2 G Spare 20/1 22 23 Space IGI L3 G Space 24 25 Space IGI L1 G Ispace 26 271 Space G L2 G Specs 28 29 Space G L3 G Space 30 LOAD CALCULATIONS FOR "PANEL EBFIW BASED ON THE 2005NEC BASED ON THE 2005NED ' L1 L2 L3 NEUTRAL CALCULATED LOAD (NEC 215.5) 22,924 VA 23,957 VA 23,562 VA 6,159 VA CALCULATED LOAD WITH DEMAND FACTORS ( NEC 215.5) GENERAL LOAD 9,471 VA 10,089 VA 9,649 VA RECEPTACLE LOAD (NEC 220.14) 1STIODOOW 0 VA 0 VA 0 VA CONTWUOUS LOAD (NED215.2) 5,699 VA - 6,114 VA 6,159 VA PLUS 26% 1,425 VA 1,829 VA 1,640 VA MOTOR LOAD (NED 430,24) 7,764 VA 7,754 VA 7,754 VA PLUS 25% OF LARGEST MOTOR 930 VA 930 VA 930 VA KITCHEN LOAD (NED 220.56) LI(0X1)= OVA i L2(OX1)= OVA i L3(OX1)= OVA TOTAL BALANCED LOAD (3-PRASE) 25,279 VA 25,279 VA 25,279 VA TOTAL BALANCED LOAD (1-PHASE) 0 VA 753 VA 753 VA TOTAL UNBALANCED LOAD(1-PHASE) O VA - 384 VA 0 VA 6,159 VA LINEAMPS BALANCED (3-PHASE) 91.2 A 91.2 A 91.2 A LINEAMPS BALANCED (I -PHASE) 0.0 A 3.1 A 3.1 A UNEAMPS UNBALANCED (I -PHASE) 0.0 A 1.4 A 0.0 A TOTALS 91.2 A 95.7 A 94.3 A 22.2 A ADJUSTMENT FACTOR 17.3 A 18.2 A 17.9 A 4.4 A TOTAL DESIGN LOAD 108.5 A 113.9 A 112.2 A 26.6 A PANE-BHASCHEDULE Typical Series: Siemens P2 AIC: 3D000 RMS Symmetrical (Mnirrurrp Voltage Rating: 480Y1277V, 3 Phase,4w NOTES: Copper bus, copper ground bar Enclosure and mounting: NEMA 1, Surface I Door -in -door construction Main lug ampactty: 600A I All single pole clb's rated for SWD Right -Hand Section:60013 Main Lugs with Through -Feed Lugs, 30 clrculL Left -Hand Section:800 amp Sub -Feed Lugs, 30 circuit. # I BKR 1CRCUlTDESCRlPrnON N H 11 VA I I VA f H N CIRCurrDESCRIPTION BKR # 1 110/3 TransformerTSLA 19,983 L1 3.420 C H N Lights 20/1 2 3 ^ ^ " " 19,160 L2 3,461. C H N Lights 20/1 4 5 ^ " 18,25E L3 3;367 C H N Ughts 2011 8 7 2011 Lights N H. C 2,890 L1' 5,820 .M AHU-2 40/3 8 9 20/1 Lights N H .0 3,413 L2 5;820 M " „ " 10 11 20/1 Lights N H H. C 3,633 L3 5,820 M- " " " 12 13 2011 Lights N 0 1,85E L1 33,333 C 801+4 17513 14 15 2011 VAV-2.1 N - C 3,22.2 L2 33,333 C 16 17 20/1 VAV-2-20 N C 3,222 L3 33,333 C 18 19 2511 VAV-2-21 N C 4,222 L1 3,222 C N VAV-2-17 2011 20 21 2011 VAV-2-22 N C - 3,222 L2 4,222 C N VAV-2-16 25/1 22 23 25/1 VAV-2-23 N C 4,222 - L3 5;222 'C N VAV-2-18 3011 24 25 2511 VAV-2-24 N C 4,222 L1 3,222 C N VAV-2-8. 20/1 26 27 20/1 VAV-2-4 N C 3,222 L2 4,222 C N VAV-2.9 25/1 28 29 25/1 VAV-2-3 N C 4,222. L3 -4;222 C N VAV-2.10 25/1 30 31 20/1 VAV-2-5 N C 3,222 Li 4,222 C N. VAV-2-11 25/1 .32 33 20/1 VAV-2-7 N -'C - 3;222` L2 4,222 C N VAV-2-13 25/1 34 35 20/1 VAV-2-14 N C 3,222 - L3 3,222 C N. VAV-2-12 20/1 36 VAV-2-15 N �C 3,222 L1 8,888 C EDH-1 4013 38 VAV-2-2 N C 6,222 L2 6,668 C " " " 40 VAV-2.6 N C 3,222 L3 6,668 C " " " 42 AHU•3A M 1,275 Ll 6B68 C EDH-5 4013 44 M 1,275 L2 6,668 C 46 M 1,276 L3 6.668 C " „ " 48 FLOADCALCULATIONS Space G L1 9,999 G EOH-2 5013 50 Space G L2 9,999 G " „ " 52 Space G L3 9,999 G " " " 64 Space G L1 G Spare 2011 Be Space G L2 G Spare 20/1 58 Space G L3 G Spare 2011 60 LATIONS FOR "PANEL BHA" BASED ON THE 2005 NEC L1 CALCLIATEDLOAD ( NEC 216.5) 120,124 VA CALCULATED LOAD WITH DEMAND FACTORS ( NEC 215.5) GENERAL LOAD 9,999 VA RECEPTACLE LOAD (NEC 220.14) 1STI0,000W 3,305 VA 4,918 VA CONTINUOUS LOAD (NEC 215.2) 88,642 VA PLUS 25% 22,161 VA MOTOR LOAD(NEC430.24) 8,343 VA PLUS 25%OFLARGEST MOTOR 1,455 VA Kr CHEN LOAD (NEC 220.56) L1(0X1)= OVA L2(OX1)= L3(OX1)= TOTAL BALANCED LOAD (3-PHASE) 138,823 VA TOTAL BALANCED LOAD(1-PHASE) 0 VA TOTAL UNBALANCED LOAD (1-PHASE) 0 VA LINEAMPS BALANCED (3-PHASE) 500.9 A LINEAMPS BALANCED(1-PHASE) 0.0 A LINEAMPS UNBALANCED (I -PHASE) 0.0 A TOTALS 500.9 A ADJUSTMEMFACTOR 50.1 A TOTAL DESIGN LOAD 551.0 A BASED ON THE 2005 NEC L2 L3 NEUTRAL 124,393 VA 122,987 VA 38,650 VA 9,999 VA 11,499 VA 3,350 VA 3,345 VA 4,985 VA 4.978 VA 93,979 VA 89,845 VA 23,495 VA 22,461 VA 7,095 VA 8,343 VA 1,455 VA 1,455 VA OVA OVA 138,823 VA 138,823 VA 3,103 VA 3,103 VA 2,432 VA 0 VA 38,650 VA 50D.9 A 500.9 A 12.9 A 12.9 A 8.8 A 0.0 A 522.6 A 513.8 A 139.5 A 52.3 A 51.4 A 14.0 A 574.9 A 565.2 A 153.5 A PANEL ERLA SCHEDULE Typical Series: Siemens PI I AIC: 10,000 FM Symmetrical Voltage Rating: - 20BYI120V 3 Phase, 4W NOTES: Copper bus, Copper ground baq IsolateH copper ground bar Enclosure and mounting: NEMA,1 surface Door -In -door construction. Main Circuit Breaker: t00A All single pole olio's rated for SWD 20D % Neutral # BKR CIRCUITDESCRIPEEON H I I VA VA I I H I CIRCUIT DESCRPTION BKR # 1 2011 Outlets Radio 121 G 1 360 L1 1 380 G I Outlets Radio 121 2011 2 3 20/1 Outlets Radio 121 G 1 360 L2 360 G Outlets Radio 121 5-11 4 5 20/1 Outiets.Radio 121 G 1 360 L3 - 360 G Outlets Radio 121 20/1 6 7 20/1 Outlets Radio 121 G 1 360 Ll 360 G Outlets Radio 121 2011 8 9 2011 Outlets Radio 121 -G 360 L2 360 G Outlets -Redo 121 20/1 10 11 2011 Outlets Radio 121 G 360 L3 360 G Outlets Radio 121 20/1 12 13 . 20/1 Outlets Radio 121 G 360 L1 360 G JOuttlets Radio 121 2011 14 -16 15 2011 Outlets Radio 121 G 360 1-2- 360 G Outlets Radio 121 20/1 17 2011 Outlets Radio 121 G 360 1.3 360 G Outlets Radio 121 20/1 18 19 G L1 G 120 21 G L2 G 122 23 1 G I L31I I24 LOAD CALCULATIONS FOR "PANEL ERLA" BASED ON THE 2005NEC BASEDON THE2005 NEC L1 L2 L3 CALCULATED LOAD (NEC 215.5) 2,160 VA 2,160 VA 2,160 VA CALCULATED LOAD WITH DEMAND FACTORS ( NEC 215.5 ) GENERAL LOAD 2.160 VA 2,160 VA 2,160 VA RECEPTACLE LOAD (NEC 220.14) 1ST10DOOW 0 VA 0 VA 0 VA CONTINUOUS LOAD (NEC 215.2) 0 VA 0 VA O VA PLUS 25% 0 VA 0 VA 0 VA MOTOR LOAD (NEC 430.24) 0 VA 0 VA 0 VA PLUS 25% OF LARGEST MOTOR 0 VA 0 VA 0 VA KITCHEN LOAD (NEC 220.56) Lt(0X1)= OVA L2(OX1)= OVA L3(OX1)= OVA TOTAL BALANCED LOAD(3-PHASE) 2,160 VA 2,160 VA 2,160 VA TOTAL BALANCED LOAD (1-PHASE) 0 VA 0 VA 0 VA TOTAL UNBALANCED LOAD (1-PHASE) O VA O VA O VA LINEAMPS BALANCED (3-PHASE) 18.0 A 18.0 A 18.0 A LINEAMPS BALANCED (I -PHASE) 0.0 A 0.0 A 0.0 A LINEAMPS UNBALANCED (1-PHASE) 0.0 A 0.0 A 0.0 A TOTALS 18.0 A 18.0 A 18.0 A ADJUSTMENT FACTOR 0.0 A 0.0 A 0.0 A TOTAL DESIGN LOAD 18.0 A 18.0 A 18.0 A FOR CONSTRUCTION Revisions Rev. Date Description TRIPLE J ENGINEERING 547 INDIAN CREEK DRIVE TROPHY CLUB,TX 76262 i 817-491-2191 U W O� Q x W � CL n UW Q W ZW I- U J U U �° �'y,naa stoma 7 'Y�i y� Ytl�OR<.Lp9ppa � U]} N 9ooCO P�v9 0. DAMES PHtLtY g A F• p9Lmmmeeppp�UU06eCp + o c ps. Dote: 06-30-06 Project No. Drawn By: RDB Checked By: JB Sheet Title: PANEL SCHEDULES Drawing No. E5,2 i a S 1112 (BATTERY CHARGER), 1112 NEU, 1112 GNO, 3 4' C. 24" BELOW GRADE a AIR FLOW MUFFLER INSTALLED ON DIRECRON ON TOP OF HOUSING 350 KW/438 KVA NATURAL GAS FIRED EMERGENCY GENERATOR {NTH WEATHERPROOF HOUSING RAIN CAP 14 BARS 0 12-O.C. CHAMFER EDGES 3/4' ON ALL SIDES e , µ 2 !M REBAR 2" COMPACTED CONT. T&B W/ o SAND CUSHION TIES 0 LB-7,9 8' THICK 3500 PSI CONCRETE PAD REINFORCED WITH /4 REBAR 12' O.C. BOTH WAYS -SIZE PAD 3' CLR. 13 ro q12T TO A.T,S. 12" GREATER THAN GENERATOR (�) —3' CLR. 2112 (START CONTROL DIMENSIONS O ) GRAD) 3/4" PVC 24' BELOW GRADE4 114, 3/4'C. TO 3/4'X10' CW GROUND PROVIDE 12" WIDE F0077NG ON ALL SIDES TO 30' BELOW TO ANNUCIA TOR ROD 12' FROM FOUNDATION GRADE 8�14, 1112 CND, 1114 SHIELDED PAIR . 1 PVC TO ANNUCIATOR IN DISPATCH GENERATOR ELEVATION DETAIL CONCRETE BASE BY OTHERS NO SCALE 35' ROUND TAPERED ALUMINUM REF. FIXTURE SCHEDULE NUT COVERS AS SPECIFIED - 1" MAX NON -SHRINKING GROUT — BETWEEN BASE PLATE & TOP OF POLE BASE I" EDGE CHAMFER — CONNECT GROUND WIRE TO POLE & TO SYSTEM GROUND WIRE .EVELING NUTS & WASHERS SQUARE STEEL BASE PLATE RUBBED FINISH ABOVE GRADE e 4' 3 - ,y4 REBAR TIES e o W ` • ° 16 BARE CU GROUND WJRf m r"'s FINISH GRADE 2 N d I d• I � 4 - 110 X 36" LG ANCHOR BOLTS SUPPLIED W/FIXT. �.. PVC CONDUIT, tt MIN. 24" DEEP 1/2" X 6' CU CLAD I I ROUND SHAFT W/ at GROUND ROD - ( I 3500,f CONCRETE RATE I FROMBASE) 12 4-Iy6 VERT. REBARS W114 HORIZ. REBAR 77ES 0 12" O.C. a.. MINIMUM 14" DIAMETER POLE BASE DETAIL CONCRETE BASE BY OTHERS NO SCALE NAME TYPICAL FOR ALL PANELBOARDS PANEL IDENTIFICATION DETAIL NO SCALE BOX SUPPORT CADDY OR EQUAL MULTI —GANG BOX AS REQUIRED a a O a a o D 0 bEVICE COVER AS REQ'D. D CENTERLINE OF DEVICE WALL STUD NOTE: TYPICAL FOR ALL OUTLET BOXES MULTI —GANG OUTLET BOX DETAIL NO SCALE //®® 4" X 4" OUTLET BOX ..._.—.. CADDY OR EQUAL D CENTERLINE OF DEVICE (( DEVICE COVER As READ.) NG WALL STUD DRYWALL 1 OR 2 GANG "BACK—TO—BACK" BOX DETAIL NO SCALE BONGING JUMPER —SAME SIZE AS EQUIPMENT GROUNDING CONDUCTOR PANELBOARD EQUIPMENT GROUND BUS BONDED TO CABINET 1 EQUIPMENT GROUNDING CONDUCTOR INSTALLED q PLASTIC BUSINGIL WITH FEEDER LOCKNUT (NOT SHOWN) FEEDER CONDUIT PANELBOARD BONDING DETAIL NO SCALE DUPLEX RECEPTACLE O OUTLET TO SERVE 0 CABLE TO W.D CABLE AND DEVICE µ. O BY OTHERS. 'ol Tn FINISHED FLOOR RECEPTACLE AND TV OUTLET DETAIL NO SCALE FINISHED CEILING LOWEST OF 6' BELOW FINISHED CLG. OR 80" AFF DIMMER SWITCH FIRE ALARM HORN/UGHT THERMOSTAT, FIRE ALARM WALL SWITCH —r� O PULL STATION DATA/TELEPHONE DATA/TELEPHONE OUTLET a o I N rt FINISHED FLOOR WIRING DEVICE MOUNTING HEIGHTS — TYPICAL NO SCALE EMT —� J—BOX ON STRUCTURE ABOVE \3/8- 2 FLEXWIRE — 8' MUMIMOM 2 WIRES MAXIMUM 3/8" FLEX CONNECTOR,_ LIGHT FIXTURE CEWNO TEE BAR LAY —IN LIGHT FIXTURE DETAIL NO SCALE NOTE: IT SHALL BE THE RESPONSIBILITY OF THE ELEC. CONTRACTOR TO VERIFY THE LOCATION OF THE OUTLET BOX WITH PLUMBER. DETAIL OF WALL HUNG EWC NO SCALE TORK 12101 277V PHOTOCELL ON N. ROOF AHA-15 2, 1/YC. I `E IN NEMA I SEPARATELY MOUNTED SQUARE D CLASS 8903, 277/480V MECHANICALLY HELD CONTACTOR IN NEMA 1 ENCLOSURE, 277V COILS, 20A 8 POLE AHA-7 AHA-9 AHA-11 AHA-13 AHA-15 F TO TO TO POLE POLE WALLPACKS LIGHTS LIGHTS LIGHTS TO TO POLE POLE 277V LIGHTS LIGHTS NEUTRAL EXTERIOR LIGHTING CONTR NO SCALE FOR CONSTRUCTION Revisions Rev. Date Description TRIPLE J ENGINEERING 547 INDIAN CREEK DRIVE TROPHY CLUB;TX 76262 8.17-491-2191 _ I WD ty OD n W l I QIn W W O W 0 In W =W I- U O L� n7�>° `�?ram ooeTh";ze TA � �G !1 �dnOGC.no GGOG4C.pCG 'i! DnG {F JAMES PHILIP ooGue„en`V y! c7 ooamooromsnuayaoo ARF• c yeoogggqn�o � Date: 06-30-06 Project No. Drown By: ROB. Checked By: JB Sheet Title: ELECTRICAL DETAILS Drawing No. E61 SECTION 16000 - ELECTRICAL BASIC ELECTRICAL MATERIALS AND METHODS PART 1.00 - GENERAL 1.01 RELATED DOCUMENTS A. The Drawings and the general provisions of the Contract, including the General and Supplementary Conditions and other Division 1 SpOecification Sections, apply to the work of this section. 1.02 WORK SPECIFIED HEREIN A. All labor, materials, equipment and services necessary to furnish and install complete electrical systems and related items of work as indicated or specified. B. The work in general shall consist of, but Is not limited to the following: 1. Panels, services, conduit, wiring, etc., for all outlets and equipment. 2. Electrical service as indicated. 3. Telephone outlets and TV outlets conduits stubbed to ceiling space. 4. Provide temporary electrical service including meter and related work as required. 1.03 CODES, LAWS, REGULATIONS A. The installation shall be made in compliance with the applicable provisions of all laws, ordinances, rules, and regulations of Federal, State, and local authorities; including the Americans With Disabilities Act, and the associated utility companies as they apply to this Project, as well as the National Electrical Code. Where the Contract Drawings or Specifications are in excess of legal requirements, the Contract Documents shall govern. Modifications required to affect compliance with legal requirements shall be made as required without extra cost to the Owner/Operator. erator. Where modifications are q P required, they shall be reported to the Architect prior to beginning work on such modifications or alterations. 1.04 PERMITS, FEES, AND TAXES A. Secure all required permits; provide all services associated therewith and pay all associated costs and fees, direct or indirect. Pay all applicable taxes and bear the costs associated therewith. 1.05 DRAWINGS A. The Drawings are schematic in nature and show the various components of the systems approximately to scale and attempt to indicate how they are to be integrated with other parts of the project. Determine exact requirements of other trades, and by reviewing all Contract Documents. B. The Drawings indicate general locations and routing of the various systems, but no attempt has been made to show all fittings, offsets, risers, parts, pieces, or junction boxes which are required. The Contract includes furnishing and installing each of those items required to fit the systems into space allotted for them and to form continuous functioning systems. 1.06 COORDINATION A. The work done under this Division shall be closely coordinated with the work of all trades involved In the Project to ensure that they fit properly within the allotted space. Such coordination shall occur in advance of the actual installation or the placement of any device or item of equipment. Alterations to the Contract amount will not be allowed for revisions which may result from failure to coordinate the routing, size, and exact proposed location of each item of any system with items of other trades, not for providing all required power, control, fixture, equipment, or interlock wiring. B. Coordinate electrical characteristics of the various items of equipment and systems with the work of DIVISION 15 prior to the purchase or installation of any equipment. Coordinate operating characteristics (voltage, phases, etc.) and all power, control, and/or interlock wiring. Additional cost will not be authorized for failure to coordinate the interface requirements between the work being furnished under DIVISIONS 15 and 16. ' C. Prior to the installation of any device in the ceilings, review all Drawings to ascertain that the locations of all devices in the ceiling will create a pattern which is compatible with the reflected ceiling plan. If It is required to install a ceiling device at any location other than that shown on the Architectural reflected . ceiling plans, coordinate the proposed location with the Architect prior to the installation. 1.07 DELIVERY A. Include all transportation, hauling, hoisting, and placement costs associated with placing each Item in its position within the Project. B. Adequately protect equipment from damage after delivery to the job. Cover with heavy drop cloths, as required to protect from plaster, dirt, paint, water, or physical damage. Equipment allowed to stand in weather or that has been damaged by construction activities will be replaced with equipment of a like kind. At time of final acceptance, equipment must be clean. 1.08 GUARANTEES AND WARRANTIES A. The guarantee provision of this Specification requires prompt repair or replacement of any malfunctioning item due to defective equipment, materials, products, or workmanship that may occur within one (1) year of completion. This includes, but is not limited to, all work required to restore or replace the defective items and to make necessary adjustments to the entire installation, as required to provide safe, proper operation. B. The guarantee period shall begin on the day completed installation is released for full use by the Owner, and shall be a date mutually agreeable to, by the Owner and Contractor. Any item released for use to the Owner prior to full release, shall have its guarantee period start the day that particular item is released for use by the Owner, if the Contractor secures from the Owner written authorization for the guarantee for that particular item or system to begin prior to completion of the Project. If written authorization is not obtained, the guarantee shall begin upon the date of full use by the Owner and/or as otherwise agreed in writing between the Owner and Contractor. C. All extended warrantees required to be furnished on specific Items by this Contract shall be delivered to the Owner prior to completion of the Project. 1.09 RECORD DRAWINGS A. At the Contractor's expense, a set of prints shall be kept on the job site during construction. During the course of construction, mark on these prints any changes which are made, noting particularly the location of those items which may need frequent servicing. B. At the Contractor's expense, a set of erasable film sepias shall incorporate all changes noted on the above work prints. This must be done by a skilled draftsperson. Mark each sheet "Record Drawings", with date, and deliver to the Architect at the completion of the Project. 1.10 SUBSTITUTIONS A. The names and model numbers indicated in these Specifications and on the Drawings have been used to establish a type of equipment, device, or material selected as a standard of quality. The products of other manufacturers may be acceptable where those products are comparable, have capacities not less than those required, are in compliance with the Specification requirements, and are.in all ways compatible with the Project requirements. B. If the Contractor installs any equipment or device other than the make specified or scheduled, he assumes full responsibility for coordinating any dimensional variation with the work of the trades and for providing safe and properly operating systems. 1.11 OPERATING AND MAINTENANCE MANUALS A. The Contractor shall provide operating instructions and maintenance data books for all equipment and materials furnished under this Division. B. Submit three (3) copies of operating and maintenance date books for review at least four (4) weeks before final review of the Project. Assemble all data in a completely indexed volume or volumes and identify the size, model, and features for each item. Manuals shall be assembled and contained within hardcover, three-ring binders. C. Maintenance instruction manuals shall include complete cleaning and servicing data complied in clearly and easily understandable form. Data shall show all model numbers of each piece of equipment, complete lists of replacement parts and actual rating. D. Include the following information where applicable: 1. Identifying name and mark number. 2. Complete nameplate data. 3. Shop Drawings and manufacturer's brochures. . 4. Parts list. 5. 'Performance curves and data. 6. Wiring and control diagrams. 7. Manufacturer's recommended operating and maintenance instructions, with all non -applicable information deleted. 1.12 SUBMITTALS A. Submit six (6) copies of submittal data on following: 1. Lighting fixtures. 2. Panelboards, switchgear and transformers. 3:• Disconnect switches. 4. Starters.. 5. Generator. 6. Transfer switch. B. Provide sample of typical circuit identification card which will be used in panels, marked in the same manner that will be used o this project. Data shall include listing of connectors to be furnished. C. Submit complete brightness and photometric curves in accordance with IES testing procedures on all fixtures indicated in the Fixture Schedule. 1.13 ELECTRICAL SERVICE A. Local governmental entities shall provide all utility lines to property line. They are also responsible to extend utility services to power company transformer. within a reasonable distance from the building. Contractor is responsible to bring secondary electric service from building power company's to ' Pole mounted transformer. Refer to P Ys one -line drawing for conduit and wire size to utility company pole. B. Verify, with electric service company, the characteristics of the electric service to be provided. 1.14 OPERATING INSTRUCTIONS A. Instruct. the Owner in the correct operation of the systems installed under this Contract. The' operating instruction time shall be as deemed appropriate by the Architect, and shall occur during normal working hours and will not be acceptable at night, weekends; or on local holidays. 1.16 FINAL CONDITIONS' A. Upon final completion, systems shall be left in the following condition: 1. All equipment and fixtures clean and operating properly. 2. Equipment properly lubricated. 3. Abnormal noise and/or heat corrected. 4. All panels, safety switches, starters, etc., correctly labeled with a permanent name plate. 5. All panels' provided with a typewritten directory on the inside of the door. ENDOFSECTION«««««««««««««««««««««««««««««««« PART 2.00 - PRODUCTS 2.01 MATERIALS AND EQUIPMENT A. Material furnished under this.contract, unless otherwise noted, shall be new, free from defects and shall conform with the standards of UL, where such a standard has been established, and shall be so labeled. Materials not UL rated and materials not specified herein, that are required to complete the electrical installation shall be of first class quality for use intended and shall be subject to Engineer's approval. Items to be furnished under this Section shall be the standard product of established manufacturers regularly engaged in the production of such equipment. B. Provide enclosures for all equipment, suitable for intended use. For exterior areas and areas subject to water exposure use NEMA 3 weatherproof type enclosure. C. Voltage, ampere, and other ratings of equipment shall be suitable for use intended. Disconnect switches shall be properly horsepower rated and suitable for voltage applied, and ampere rating of load. Enclosures requiring opening for electrical service shall have only those openings that are necessary. For irregular surfaces increase openings and finish surfaces flat so that flush _covers properly fit surfaces without deforming the covers. D. Raceways shall be sized according to NEC Tables 1 and 4 unless indicated otherwise. 2.02 RACEWAY SYSTEMS A. Galvanized Rigid Conduit (GRC): Clifton, Pittsburgh Standard Conduit, Republic Steel Corp., Triangle Conduit and Cable Co. Inc. and Columbus Brand; including elbows and couplings. B. Intermediate Metal Conduit (IMC): Clifton, Pittsburgh Standard Conduit, Republic Steel Corp., Triangle Conduit and. Cable Co, Inc. and Columbus Brand; including elbows and couplings. C. Electric Metallic Tubing (EMT): same as above. D. EMT fittings: Pressed steel or malleable iron, compression type. T & B, Appleton, Regal, or Gedney. E. Flexible Metal Conduit (FLEX): =Acme International Metal Hose, American Brass Seaitite, or Electrical Flex Co. Liquid tight flex shall be type UA. F. Flex Fittings: Same as EMT fitting above. G. Rigid Non -Metallic Conduit: As manufactured by Pacific Western Extruded Products, Baldwin Extruded Products, Triangle Conduit and Cable or Carlon; U.L. labeled Schedule 40 P.V. C. H. Type MC Cable (Metal Clad Cable as manufactured by AFC or equal with full size insulated ground. 1. Wireways Screw and/or hinged cover, of code gauge enameled sheet steel; B-Line, Hoffman or Square D. J. Plastic covering: #50 Scotch Wrap. 2.03 OUTLET BOXES 1.A. Outlet, Pull and Junction Boxes: By Raco, Steel City, Bowers or Appleton. Include plaster rings, covers, bar hangers and KO seals as required. Provide in accordance with following schedule: B B. Type for various locations: 1. Ceilings: 4 inch octagonal, 2-1/2 inches deep. 2. Plaster and drywalls: 4 inch square galvanized; provide shallow boxes where necessary, use suitable flat or raised adapters. 3. Exterior: cast aluminum with threaded hubs. 4. Floor: fully adjustable iron boxes with brass covers of the modular, flap type dual - service units suitable for wiring method used. 5. Size boxes as per NEC. 2.04 CONDUCTORS A. Provide a complete system of conductors in all raceway systems, except where indicated otherwise. Does not include temperature control wiring, security system conductors or any other special systems. B. Unless otherwise noted, wire and cable shall be soft drawn annealed copper, 98% conductivity continuous from outlet to outlet. Minimum wire size #12, except control wire maybe #14. All wire shall be stranded, except #10 and smaller may be solid. All wire color coded, with same color connected to same ungrounded phase throughout the installation. Unless otherwise specified or required by Code, #10 and smaller wire shall have type THHN insulation and #8 and larger to have type THHN insulation. When not shown on the Drawings, ampacities shall be determined as directed by Codes. All grounding cable must be copper. C. Installation: Conduit system must be free of any foreign objects before pulling in wire. Do not use cleaning agents or lubricants having a deleterious effect on conductor coverings; use Ideal or equal pulling lubricant. All home run conduction's for 120 volt circuits over 100 feet and 277 volt circuits over 200 feet shall be 910 AWG. D. Connectors: Make all connections with UL approved solderless pressure type insulated connectors (Scotchlok, Ideal, or equal). For large joints, use Burndy or equal, split bolt connectors properly wrapped with a Scotch -fill base insulation and Scotch #33 tape applied. Rubber and friction tapes prohibited. Soiderless lugs must be used for all copper terminations. E. Test: Submit ground current leakage test reports of megging proving compliance with Codes. 2.05 CONNECTIONS TO MOTORS EQUIPMENT AND CONTROL WIRING A. Power wiring: Make wiring connections to all mechanical, plumbing, and other equipment being installed, including Owner/Operator furnished equipment. B. Control wiring: Control wiring for plumbing and HVAC will, in general, be provided under other Sections of these Specifications. C. Connections to equipment: Make connections to each motor and to each piece of equipment subject to vibration with not less than 18 inches of flexible conduit. All horizontal runs of conduit (not strapped to walls) shall be above 8 feet high, with a vertical drop to equipment. Conduit blocking walk and/or service space is not acceptable and will require relocation. Conduit on and adjacent to equipment must be located to allow free access to all removable panels for equipment service. Wire adjacent to heat producing equipment must be of a type approved for this use. 2.06 GROUNDING A. Furnish connectors and grounding bars by manufacturers regularly engaged in production of grounding terminals and equipment. B. Ground bars and insulators: Harger C. Compression connectors: Sul D. Exothermic welds: Erico "Cadweid" E. Main Ground Bar (MGB): 4" x %4" x V-0" copper ground bar with standoff insulators. F. Secondary Ground Bars: 4" x %4" x 12" copper ground bar with standoff insulators. G. Ground rods: Steel rods with a minimum 0.25mm thick copper coating (per UL 467) atomically welded to the steel at its outside edge. H. Ground rods size: 3/4" diameter and 10' in length for grounding loop and 1/z" diameter 6' In length for supplemental ground rods and pole base grounds. 1. Connectors for attaching to grounds rods, concrete reinforcing steel, structural steel and metallic water lines: (1) Ground rod attachment above grade, industry standard bolt -on ground rod clamp. (2) Ground rod attachment below grade, exothermically welded or compression attachment. (3) Concrete reinforcing, steel, exothermically welded or compression attachment. (4) Structural steel exothermically welded or compression attachment. (5) Metallic water lines, copper straps, studs attached to couplings or exothermic weld where allowed by the line installer. (6) MGB attachment, two -hole compression lugs. J. Conductors: Solid conductor for #6AWG and smaller and stranded conductors or #4AWG and larger. K. Ground loop conductor. #2/0AWG. L. Isolated Grounding Conductors: Green -colored insulation with continuous yellow stripe. On isolated ground feeders identify with alternating bands of green and yellow tape, with at least three bands of green and two bands of yellow. M. All feeder and branch :circuit conduits will have a green insulated conductor as indicated on Drawings or per Article 250 of the NEC with a minimum grounding conductor size of #12AWG. 2.07 WIRING DEVICES A. Leviton or comparable Hubbell, P & S or Bryant and ivory in color. B. Wall switches 120/277 V, 20 A: 1. Single pole: Leviton #1221-2-1 2. 3-way: Hubbell #1223-2-1 3. 4-way: Leviton #1223-2-1 4. Single Pole Key Operated Switch: Leviton 1221-21-4 5. 3-way Key Operated Switch: Leviton 1223-21.4 C. Straight Blade Receptacles 125 V, 20 A: 1. 20A Duplex: Leviton #5352-I. 2. 20A Isolated -ground Duplex: Leviton 53624G. 3. 20A GFCI Duplex: Leviton 6898-HG D. Device plates: Provide Leviton stainless steel device plates to match devices. Provide gang plates for all multi -box assemblies. Taymac cover enclosure for( weather proof when in use). E. Wall box dimmers and power dimming modules shall be as specified on the drawings. F. Occupancy Sensors as specified on the drawings. G. All device plates in detention area shall be stainless steel with torx rejection screws. 2.08 SERVICE ENTRANCE AND DISTRUBUTION EQUIPMENT A. Acceptable Manufacturers: 1. Siemens 2. Square D 3. Cutler Hammer 4. General Electric 2.09 SWITCHBOARDS A. Provide where indicated on the Drawings, a free-standing, switchboard having front and side access as scheduled and described herein. 9 FOR CONSTRUCTION Revisions Rev. Date Description TRIPLE J ENGINEERING 547 INDIAN CREEK DRIVEI TROPHY CLUB,TX 762.62 817-491-2191 U U W I� O� n W V / <C x 17 W LW W U I� i- Q O n UW U W =W I- U I O U Ga60B0a0a «G Aa"fa b *o"aeo o%aZ-3 ff �°ogg c a8o"eeoao4a�oao�ovoaeocaauy JAMES PHIL!P BU RF; e �+ryncaeyeeev000caoncacaau ea'aova� 7 Da�eppose $ Date: 06-30-06 Project No, Drawn By: ROB Checked By: JB Sheet Title: DIVISION 16000 SPECIFICATIONS Drawing No. E7,1 B. Indoor type, factory preassembled metal -clad units, shipped in sections to facilitate C. Control devices (push button stations, hand -off -auto, on -off) Siemens or comparable. g. Complete with the following: 1. All coolant including a 50/50 water/antifreeze mixture. handling and field assembly, consisting of incoming service entrance pull section and Time switches (astronomical) and photocells shall be Tork, Intermatic, Paragon or 2. All interconnecting lines and hoses. distribution sections. Provide barriers between the service connection and the rest of approved equal. 3. All lubricating fluids. the switchboard per NEC Article 384-3. 4. Four hour load bank testing. C. All equipment rated to comply with NEMA Standards for construction, capacity and 2.18 DRT TYPE TRANSFORMERS I. Battery requirements as follows: quiet operation. A. Primary, 480 volts; secondary, 120/208 volts; grounded Wye. 1. Skid mounted mounting plate. 2. 12VDC or 24VDC rechargeable lead -acid liquid electrolyte type with caps over D. All equipment compartments with screw removable access doors provided with friction B. Insulation: Transformers have 220 degrees C. insulation system with a temperature individual cell compartments. Valve regulated batteries, for which electrolyte catches to facilitate inspection and adjustment. Live compartments secured with rise not to exceed 150 degrees C. for 75kVA transformers and larger, temperature rise level cannot be easily determined, are not allowed. captive bolts. not to exceed 115 degrees C. for 45kVA transformers and smaller. Temperature rise 3. Sized to maintain the engine cranking speed for two complete periods of cranking limiter time-outs (one cranking limiter time-out is defined as 75 seconds E. The main bus is copper with full capacity neutral. The switchboard has a integrated based on a 40 degrees C. ambient and 30 degrees C. hot spot with 100% of the rated nameplate load connected to the secondary of the transformer. The insulation used composed of a 15 second crank, 15 second rest, 15 second crank, 15 second equipment rating of minimum 50,000 amps rms. short circuit fault or as noted on the Drawings. All devices on the switchboard have interrupting rating equal to integrated throughout in keeping with the applicable IEEE, ANS and NEMA Standards. : rest, 15 second crank). 4. Complete with cables between batteries and electric starting motor. equipment rating. A ground bus fumished secured to vertical structure. C. All coils wound with aluminum magnet wire, vacuum impregnated with non- F Feeder Circuit Breakers: hydroscopic, thermosetting varnish. Each layer having end fillers or tie downs to J. AC Generator (Alternator) Requirements as follows: 1. Capable of providing full KW load output with a power factor of 0.80 lagging. 1. Rated 480 VAC provide maximum mechanical strength. Tap terminations to be brazed to magnet wire. Primary and secondary magnet wire brazed directly to bus stubs or lugs firmly 2. Revolving field type, rated 4 pole 1800 RPM, 60Hz. 2. Ampere trip rating as indicated on the Drawings. mounted. Windings continuous from start to finish. No splicing acceptable. Materials 3. Designed for maximum alternator temperature rise of 130 deg. C. above 40 deg. 3. 3 pole, molded case type construction. incorporated must have minimum of one year of proven field usage. C. ambient. 4. Group mounted. 4. Windings: 5. A minimum of 80% rated. 6. Quick -make, quick -break, common trip, trip -free, and handle position trip D. Magnetic Circuit: All cores manufactured from a high grade, non -aging 29 gauge a. Six or twelve lead connected 480V/277V wye, 3 phase 4 wire. b. Brushless, drip -proof construction. indicating. silicon steel with high magnetic perm abilities, low hysteresis and.eddy current losses. 7. A short circuit interrupting equal to or exceeding that indicated on the Drawings. Magnet flux densities are to be kept well below saturation to allow for minimum of 10% c. Class H insulation. d. Skewed stator to minimize harmonics. 8. Trip unit as follows: Thermal magnetic type, Fixed thermal trip rating, Adjustable over -voltage excitation. e. Random wound with copper magnet wire. magnetic (instantaneous) trip where frame size is above 100 amp and Equal to E. General Construction: All transformers have core and coil mounted on vibration f. Covered with a heavy polyester/epoxy resin after winding and a sealer Square D K, L, or M series. mounting pads designed to suppress transmission of 120 cycle frequencies and overcoat for moisture resistance. G. Furnish each switchboard breaker with an individual engraved label stating the load harmonics thereof. Pads arranged and selected in consideration of core and coil 5. Brushless exciter, shaft mounted, full wave, complete with semiconductor 6. Voltage regulator: controlled by the device and any other pertinent information. weight. The core and coils shall be grounded to the frame of the transformer cubicle by means of a flexible grounding strap of adequate size. Maximum cast temperature a, Regulation of +/-1% from no load to full load. 2.10 MAIN SERVICE LIGHTNING ARRESTER not exceeding 150 degrees C. above ambient. All transformers, with single- and three- phase, up to and including 75kVA, interchangeable for floor, wall or ceiling mounting. b. Digital type construction. c. Permanent magnet type. All transformers have six 2-1/2% taps, 2 above normal and 4 below normal.. d. Volts per hertz type to provide fixed relationship between output voltage and A. General requirements: generator frequency. 1. Provide one three phase lightning arrester for the main service switchboard. F. Sound Levels: Sound levels guaranteed by the manufacturer not to exceed the 7. Distortion limits: 2. Constructed of metal oxide varistor components. following values: 25 to 50 KVA, 45 dB; 51 to 150 KVA, 50 dB. a. Total harmonic Distortion (THD) of less than 5% and less than 3%distortion 3. Completely self-contained including minimum #12 AWG stranded copper for any single harmonic. insulated phase and ground lead wiring. 4. Designed to operate with a direct lead connection to the service wiring. If arrester G. Impedance: Impedances to indicated in the Shop Drawings and are not to be b. Telephone Interference Factor (TIF) less than 50 per NEMA MG1-22. is not capable of withstanding the anticipated short circuit rating of the service a below the following minimum values: 45 to 75 KVA, 2.2°h. 8. Additional items: a. Shaft mounted blower for air cooling. entrance, provide fuse protection for the energized leads. 5. Meet all requirements of latest addition of ANSI C 61.11 for secondary arresters. 2.19 AUTOMATIC TRANSFER SWITCH b. Separate excitation field circuit breaker. c. Terminal box for connection to load side wiring to the molded case switch or B. Designed for operation on a 480Y/277V 3 phase 4 wire grounded system with the A. Acceptable Manufacturers: Russell Electric Co., Asco, Zenith, Onan or others as circuit breaker. 9. Electrically protected by the following methods: following characteristics: approved by Engineer. a. Self protected by inherent design with electronic controls for amperage limits 1. Energy handling capability of at least 750 joules per phase. B. Automatic transfer switches shall be completely compatible with the engine -generator per NEC 445-4 that provide protection based on the generator thermal 2. Suitable for a maximum surge current of 10,000 amps. 3. Initial response time of less than 10 nanoseconds. set. 'Provide any auxiliary equipment needed to insure this compatibility. damage curve. 4. Suitable of a maximum continuous over -voltage of at least 120% of rated line � C. Rating: 480V/277V, 3 phase, 4 wire connection plus ground, 600 Amp. K. Control Panel as follows: and line to neutral voltage. 1. Generator unit mounted. D. Enclosure: NEMA 1, surface mounted and hinged enclosure door with cover mounted 2. Generator output measurement meters as follows: C. Housing: selector switch and indicating lamps, a. Analog voltage meter with selector switch with marked positions for selection 1. Heavy duty plastic or metal enclosure. of voltages and OFF position. 2. Positive indication of arrester failure. E. Fast Transfer Switch Mechanisms: Electrically operated and mechanically held, high b. Analog current meter with selector switch with marked positions for selection 3. Suitable for indoor use. speed quick -make, quick -break, break -before -make operation. Mechanism operated of phase currents and OFF position. D. Equal to Joslyn "SURGE TEC" series. by a single linear motor and associated operating linkage attached to moveable contacts of all poles for both sources. Operational time of transfer mechanism itself c. TEST/OFF/AUTO selector switch. d. DC battery voltmeter. not to exceed 400 milliseconds from fully closed on one source to fully closed on the e. Oil pressure gauge. 2.11 PANELS other source, Silver plated line contacts and arc shutes on all poles. Switch f. Odometer style run time meter. A. Siemens, Square D, Cutler Hammer,. Interiors shall be fastened in cabinets by mechanism shall be 4 pole with fully rated neutral connection. Separate ground bar bonded to the switch enclosure and capable of accepting all grounding conductors. 3. Alarms as follows: a. Indicate visual alarm by LEDs or control panel lamps. supports with means to provide adjustment for alignment. Manual switch operator and detachable handle to allow for manual opening or closing b. Indicate audible alarm by silence able control panel alarm. B. Boxes shall have ample side, top and bottom wiring gutters to accommodate of switch. Manual operation shall be rated for load break operation. c. Provide a pre -alarm only for high engine temperature and low lube oil proposed and future wiring. Provide 20" (or grater) wide boxes and covers for F. Relaying: Full 3 phase solid state sensing on both normal and emergency lines, pressure. d. Provide alarm or indication only for low water temperature (less than 70 deg. panelboards unless indicated otherwise. normal system loss -of -service" voltage level adjustable from 90-100% of nominal F.), no fuel present, emergency power system supplying load, ATS control C. Fronts on panelboard constructed type panels shall be made from single sheet of voltage. Emergency system acceptance voltage level adjustable from 85-100% of nominal voltage. Adjustable 0.0-3.0 second time delay on loss of utility normal power switch not in auto position, high battery voltage, low battery voltage and battery charger primary (AC) side failure. steel, full finished patent leveled, door struck out, trim proper width around door. before initiation of generator start and adjustable 0-30 minute time delay to retransfer 4. Provide alarm and engine/generator shutdown for the following: D. Panels shall have flush surface type covers with dead fronts when covers are to utilityafter acceptable utility voltage and frequency have been restored: Normally -normal source contact; contact shall be rated in accordance with a. Overcrank. b. High engine temperature. removed. open close -on engine/generator start circuit and auxiliary close-on-normal-fallure contact. c. Overspeed. E. Doors shall be fastened to trim with concealed hinges and provided with flush type G. CgverrMounted Switches and Pilot Lights: Selector switch for automatic and. manual d. Low oil pressure. e. Remote emergency stop. combination latch and lock with 2 keys each (all keyed alike). switch' control positions. Test switch to simulate normal power source failure. Manual F. Provide and install type written neat circuit identification cards in each panel showing retransfer to normal switch. Manual bypass switch for time delay to transfer back to normal source. Green "normal" source pilot light to indicate transfer switch position. L. Installation/Application as follows: 1. Provide reinforced concrete pad base for engine -generator as per the use of each pole. Tie bars to form two pole breakers will not be accepted. Panels shall Red "emergency" source pilot light to Indicate transfer switch position. Architectural Drawings by General Contractor. be furnished with ground bus. 2. Install fluids as follows: a. Fill engine radiator and cooling system with a 50/50 water/antifreeze mixture. 2.12 120I208 VOLT AND 2771480 VOLT PANELS H. Adjust all transfer switch relays and timers for proper operation as directed. Time to Bleed off air in the coolant system and completely fill the system with coolant A. Panelboards: 3 phase, 4 wire, solid neutral design with sequence style copper de transfer emergency source and back to normal source shall be as follows: 1. system loads must be re -energized within 10 seconds of a normal prior to energizing the coolant heater. b. Fill the engine crankcase with the proper quantity of lubricating oil. Oil ded bussing and full capacity neutral, composed of assembly of hence -place molded .Emergency power system outage. standards shall meet manufacturer's requirements. case automatic air circuit breakers with thermal and magnetic trip and trip free position 2. Maximum allowable 10 second time delay includes all of the following times: c. Top off allbattery cells with distilled water. separate form either ON or OFF positions. Provide common simultaneous trip for 2 a Intentional time delays programmed for engine -generator start upon loss of 3. Fully charge starting batteries prior to and after completing all tests. and 3 pole breakers. normal power. 4. Load test generator in the presence of authorized equipment manufacturer 2.13 1201208 VOLT AND 2771480 VOLT DISTRIBUTION PANELBOARDS b. Time for generator to crank, start, and achieve synchronous speed and voltage within tolerance levels. representative. 5. Install warning sign at the service entrance point indicating the location and type A. Distribution Panelboards: 3 phase, 4 wire, solid neutral design with sequence style c. Time for the transfer switch motors to change the load side contacts from of emergency system (ref. NEC 701-9). copper bussing and full capacity neutral, dead front safety type, equipped with quick- normal to emergency position. 3. Emergency loads shall be connected to the emergency system as soon -as stable 2.21 LIGHTING FIXTURES make quick -break, horse power rated, fusible bolt on branch switches. emergency power Is available. A. As per Lighting Fixture Schedule. B. General Construction: Similar to Square D QMB. I: Operate the switches through at least two full cycles of opening and closing to insure proper operation. B. Provide lighting fixtures shown which shall have all parts including plaster frames for recessed fixtures and fittings necessary to completely and properly install fixtures. 2.14 BUSSES J. Operate the switches through at least two full cycles of opening and closing to insure Lighting fixtures shall be prewired type. i A. Busses for all electrical equipment shall be constructed of 98% conductivity pure proper operation. C. Lighting fixtures shall be complete with lamps size, type and quantity required to electrolytic copper buss bar (hard drawn) unless otherwise noted or approved by k. Furnish owner with documentation on operation, repair, and servicing of switches. � lamp fixtures, unless smaller sizes are shown. Iff l lamps and ballasts noted are not of Engineer in writing. 2.20 EMERGENCY GENERATOR D. Finishes except as otherwise noted in schedule shall be top quality organic baked 2.15 CIRCUIT BREAKERS FOR PANELBOARDS enamel, applied. over iron phosphate rust inhibitor, after five -stage washing and A. Industrial grade, bolt -on, ambient compensating, thermal magnetic, quick -make, A. Acceptable Manufacturers: Caterpillar, Cummins/Onan, Kohler. phosphatizing process. Minimum enamel thickness shall be 1.5 mils, average reflectance shall be not less than 85%. quick -break, trip -free type, one, two or three pole construction as required, with trip elements calibrated as scheduled. Breakers designed so that a combination of single-, B. Emergency generator shall be designed for standby operation as an emergency E. Lamphoiders in all fixtures shall be mounted 18 gaugesbracket. Bracket and double- or triple -pole can readily be assembled in the same panel. Tie handles on backup to normal utility power. lampfiolders shall be reinforced by end of electrical to prevent chassis to prevent spreading. breakers not acceptable. C. Housed in a fully enclosed weatherproof steel enclosure with access doors and panels for all servicing, inspection, and installation and removal of all fluids. F. Fluorescent Lamps (T-8): General Electric, Sylvania or Phillips, energy saving type. B. All breakers are SWD labeled and UL listed for switching. 1.Minimum CRI of 75, and color temperature 3500 K. C. Breakers have phase sequences numbering. The phase to which each single -pole D. Comply with all current codes including UL, ANSI, NEC, and NFPA 110 standard for Type 10, Class 8, Category A, Level 1 system. G. Metal Halide Lamps: General Electric, Sylvania or Phillips, ANSI C78.1372, with branch is connected clearly indicated and so arranged that any three adjacent minimum CRI 65, and color temperature 4000 K. branches are connected to Phase A, B and C (1,2,3), respectively. E. Fully compatible with automatic transfer switches. 2.22 IDENTIFICATION 2.16 SAFETY SWITCHES F. Construct on a steel frame skid capable of supporting the full weight of the engine - A. Siemens, Square D, G. E. or Cutler Hammer (fusible and nonfusibie), heavy duty generator. Frame shall be isolated from the concrete slab with vibration isolators. A. Every panel board, safety switch, transfer switch and starter shall have attached an industrial type A (HD) for loads of 70% or greater of switch ampere rating and normal G. Capable full rated KW output load at a 110 deg. F. ambient temperature identification label. duty (ND) switches may be used where connected load is less than 70% of switch .providing ft. at 3,700 above sea level. B. Label shall be made of two layers of laminated plastic, black -white -black, 1 inch high, ampere rating. 3 inches long, 1/8 inch thick, engraved so that the white core will be visible. 2.17 STARTERS, CONTACTORS AND CONTROL DEVICES H. Engine Requirements as follows: 1. Natural Gas fuel fired. C. Identification engraving shall match the designation shown on the Drawings. Letters A. Provide starters, contactors and control devices shown and as required by Code. 2. Two or four stroke, 1800 RPM, water cooled. 3. Turbocharged or naturally aspirated to provide full capacity at rated site shall be 1/4 inch high. conditions. E. Labels shall be attached to the front of equipment. B. Starters (manual and magnetic) shall be Siemens US series or comparable. Furnish 3. Additional Requirements: complete with green pilot lights to indicate equipment energized, auxiliary contacts as a. Isochronous electronic governor. required, push buttons, hand -off -on switches, and control devices overload relays in . b. Battery charging alternator and voltage regulator. each line to motors except neutral, as required to complete installation. Thermal c. - Forged steel connection rods and. crankshaft. END OF SECTION * * * « * * « * * * « * * * * * * * * * * * * * * * * « « overloads to sized per manufacturers recommendations. Ambient compensate. all d. Dry element heavy duty air cleaner. heaters exposed to high temperature. e. Spin -on lubricating oil filter(s). f. Muffler as follows: 1 Critical grad silencing. 2. Horizontally mounted above or inside enclosure. FOR CONSTRUCTION ti3. include exhaust pipe rain cap. Revisions Rev. Date Description TRIPLE J ENGINEERING 547 INDIAN CREEK DRIVE TROPHY CLUB,TX 76262 817-491-2191 U WD O n VJ Q W O W �Q n n UW Q W =W I- U U I1� ��Ca opoe a°co�.-pt"r �Y ..........aJ 6tlOGy00GOtW 0^ OYO JAMES PHILIP UDAF , ��GeG vaaeaaoce0000, ��oozo�otl:� 3J Date: 06-30-06 Project No. Drawn By: RDB Checked By: JB Sheet Title: DIVISION 16000 SPECIFICATIONS Drawing No. E T, 2 PART 3.00.- EXECUTION Q. Support underground conduit runs or backs on preformed, nonmetallic separators, C. Unless otherwise directed, fixtures must not be hidden or obstructed, wholly, or in part, spacing between exterior surface of conduits generally shall be not less than the by any piping, ducts, etc., running directly under the fixtures. ° 3.01 GENERAL INSTALLATION following; between telephone conduits, (2'), between conduits containing conductors at 600 volts or less, (2") and between telephone conduit and power conduit in same D. Where the bodies of fluorescent fixtures are used as raceways for branch circuit A. The entire electrical installation shall be made in a neat, approved, workmanlike, envelope, (6"). f wiring, use widng.with an insulation rating of at least 90 deg. C. Carefully and securely clamp wiring within the fixture body to positively prevent contact of the wires with the finish ed and safe manner. Conceal all wiring in finished areas. The entire installation shall finished subject a the Architect's approval. R. Spacing between separators shall not exceed 5 feet and be close enough to prevent ballast. sagging of conduits and breaking of couplings and watertight seals. B. Remove all tools, scaffolds, scrap and surplus materials promptly upon completion of E. Clean all fixtures and leave free of any dirt, dust, grease, etc., at the completion of the any portion of the work. Keep all areas clean of waste and debris. S. Raceways shall not be covered until approved by local code enforcement authorities job. with jurisdiction. C. Minimum installation requirements shall be in accordance with manufacturer's written T. Where and underground conduit, without a concrete envelope, enters the building 3.12 . GROUNDING up-to-date installation recommendations. through a non -waterproofed wall or floor, a sleeve made of schedule 40 PVC pipe A. The grounding system shall be a single -point low -impedance grounding system. All D. Inspect and make tight all connections for all equipment, including factory connections. shall be filled with a suitable plastic expandable compound or and oakum and lead joint on each side of the wall or floor in such a manner as to prevent entrance of equipment grounds shall terminate at the MAIN GROUDNING BUS (MGB) located in the main electrical room as indicated on Drawings. This grounding bus shall be a Torque all connections per manufacturer's recommendations. moisture. 4" x V4" x 5'-0" copper ground bar attached to the wall of the electrical equipment room E. Construct and brace equipment, materials, etc., to minimize unnecessary and U. ' Type MC Cable may be used where approved by applicable codes and regulations. by insulators and fitted with a clear plastic shield labeled as "MASTER GROND BUS" The master ground will be subdivided into separate bonding locations for ground undesirable rattling and vibration in all electrical systems. source, surge. producers, surge absorbers, non -isolated equipment, and isolated F. Drawings showing electrical work are generally diagrammatic and are not intended to equipment. Mixing of grounds on the bus in not permitted. All ground wires shall terminate on the ground bus with a two -hole compression fug. show in detail all features of work. Check location of electrical work to determine in 3.03 GALVANIZED RIGID CONDUIT (GRC) advance that it clears all openings and structural members, that equipment will be properly concealed and that equipment clears cabinets, fixed equipment, windows, A. Used in any areas subject to damage and below grade raceways only where protected B. The master ground will he bonded to the ground ring installed outside the building with door openings, or other obstruction. against corrosion. at least two-2/0 ground wires. The ground ring shall be a continuous ring of bare 2/0 conductor set 5-feet outside the building and 2-feet below grade. Ground rods will be G. Notifyserving agencies prior to time work is started and submit plans, specifications, B. Below grade or slab use only where protected with and exterior corrosion protective provided where the ground ring changes direction and at 50=feet on center minimum. shop drawings and other related work as required, including the providing and layer. Coating may be field or factory applied. C. Bond to building steel, with welded connectors, from MGB. installing of required materials to complete all systems. H. Lighting fixtures installed and used for lighting during construction shall be relamped 3.04 INTERMEDIATE METAL CONDUIT (IMC) D. A 20 foot long grounding conductor will be placed into the building slab and bonded to the rebar, with welded connectors, form the MCB. with new lamps just prior to final acceptance of the Project. I. Install seismic restraint devices for all ceiling mounted equipment, .i.e. fluorescent fay- A. IMC raceway and approved fittings where permitted by applicable codes and regulations may be used in lieu. of rigid steel conduit, where installed above finish E. equipment Main panelboard grounding electrode conductor, panelboard grounds, , in type ceiling fixtures in modular type ceilings. Provide grid clips and #12 slack wires grade and above concrete slabs on grade. separately derived grounds from dry -type transformers (isolated and non -isolated), generator ground, 911 ground, telephone room equipment and other grounds as from fixture corners to structure. required shall be bonded at the appropriate section of the MGB, sized as per NEC J. Flush mounted equipment, panels, junction and outlet boxes, etc., shall mount within 3.05 ELECTRIC METALLIC TUBING (EMT) Article 250. 1/8" of finish surface. Where too deep to completely recess, provide approved finished wood or approved trim and fill space between finish surface and panel trim as directed A. EMT may be used where concealed in areas above ceilings, furred spaces, partitions F. Install in Telephone/911 Room 153 and Computer Room 108 a 4" x'/a" x 12" Ground by Architect. or walls. EMT is not permitted in slabs or below grade. Bus located at 7'-0'' above floor. This bus will be drilled to accept two -hole compression type lugs and mounted to the wall with standoff insulators. All equipment K. Free standing and self-supporting equipment shall be anchored (bolted down) to a 6" racks will be bonded to the Ground Bus. Each Ground Bus will be bonded to the MGB (exterior), 4" (interior) raised concrete slab. Where equipment is not free standing type, 3.06 FLEXIBLE METAL CONDUIT (FLEX) with a #1/0 ground conductor. anchor to wall with approved type mounting support as required. A. Use flexible conduits for connections to motors and where other electrical equipment is G. All grounding conductors exposed shall be insulated, installed in conduit and sized as L. Mount transformers on non-skid bonded vibration isolation, pad. subject to movement, vibration, misalignment, cramped quarters or where noise noted on the Drawings or per Article 250 .of the NEC with a minimum grounding conductor size of #12AWG unless noted otherwise. transmission is to be eliminated or reduced. Length shall be adequate, but not to M. Provide wiring to time switches and photo cells as required and set time switches and exceed 30". Final whip connections to recessed interior lighting fixtures and similar H. Completely ground the electrical system including all electrical receptacles, lighting adjust photo cells as directed by Engineer. equipment installed in accessible ceiling tiles that can be removed for maintenance or fixtures, equipment, conduits, support, cabinets, and metal enclosed electrical N. Where two or more conduits run to a single outlet box, each circuit shall be color accessibility to the ceiling space. Where permitted by Code and with written approval of Engineer, flex may be used where the installation of rigid steel conduit and EMT are equipment in accordance with the NEC and as shown or indicated on the Drawings. coded as a guide in making connections, colors shall be carded continuously A. not feasible. Where flex is installed in runs over 4 feet in length, it shall be tight with a I. Install a separate insulated grounding conductor in each feeder and branch circuit raceway, whether the raceway is metallic and non-metallic, where the line voltage of throughout the system. If more than one multfwire branch circuit is carried through a minimum of slack. Flexible conduits and fittings used to meet the above. requirements the energized conductors exceeds 30VAC. single raceway. All circuit conductors of the same color shall be connected to the same shall in addition be of the liquid -tight type when installed under any of the following feeder conductor throughout the installation. conditions: 1. Moisture or humidity laden atmospheres where it is possible for condensation to 3.13 UTILITY COMPANY SERVICE O. Combining circuits in single conduit runs is permitted with proper identification and wire and conduit size increase required by NEC. accumulate. 2. Where water or spray due to wash down operation is frequent or possible. J. Contractor to be responsible for coordinating and providing required work for supplying 3. Wherever there is a possibility of seepage, dapping, etc., of oil, grease or water. d telephone conduit to the project. electrical power an t p p P. Provide all conduit, wiring and connections for equipment furnished by the Owner or under other Sections, including line voltage wiring for the cooling and heating B. Use of 3/8" flexible conduit In lieu of 1/2" trade size may be used, providing local Code K. to run secondary service underground and encased in concrete from Main equipment compressor wiring. Obtain required information from the other trades and allows, on equipment with motors rated less than 1/6 HP, motorized dampers and final SwitchContraBoardtor Switch Board, CT Can 11 as required by Utility rCo.,fto pole mounted transformers. The secondary conduits shall have a minimum cover of 30" below grade. rough -in to meet requirements of said equipment. whip connections to recessed single circuit and non -split -wired interior lighting fixtures mounted only in accessible ceilings. 3/8" flex conduit must not contain more than 3#12 3.14 TESTING ELECTRICAL SYSTEMS 3.02 RACEWAYS AWG or smaller insulated conductors, serve no more than one light fixture, and limited A. Install approved complete raceway systems for all electrical conductors. Raceways for to 6 feet: A. Furnish all meters, cable, connections, apparatus, etc., necessary for making tests Telephone outlets, Data outlets, TV outlets, Fire Alarm outlets and Security Electronic 3.07 RIGID NONMETALLIC CONDUIT (PVC) under this Section, subject to Engineer's approval. _ outlets will stubbed to the nearest accessible ceiling space. A. PVCSchedule 40 may be installed for direct burial raceways where installed a B. Test system for shortsand grounds. Faulty wiring shall be removed and replaced. B. Unless otherwise noted, install all raceways concealed, generally in furred spaces, minimum of 24" below grade, 30" below grade for service entrance. After system is connected complete, test for insulation resistance. Resistance lower than outlined in the NEC, manufacturer's data, etc., shall be removed and replaced. walls, or below floors, in roof insulation, below grade or other approved available spaces. Where it is not feasible to conceal raceways, they shall be installed as B. PVC bends up to 45 degrees per manufacturer's recommendations. All larger bends Any device, apparatus or fixture under this contract showing substandard readings directed by Engineer. shall be rigid galvanized conduit, wrapped with plastictape half lapped. Make shall be removed and replace as directed by the Engineer. C. Where exposed raceways are permitted by Architect in finished areas, used approved transition to rigid oonduit with approved fittings. PVC conduit may be used for branch circuits under floor slabs and concrete walls. PVC above grade is not acceptable. C. All equipment shall ,be tested by taking ampere readings per phase, speed by means Wiremoid raceway and use approved escutcheons where entering or leaving finished o readingtiter, fill toad no load voltage with 12% voltmeter. Record areas. C. Encase service entrance and telephone PVC conduits in concrete (3 minimum I readings and deliver forand coverage on all sides). D. Raceways shall not be installed in close proximity to any steam pipe, hot water pipe, heating duct or appliance or areas subject to heating above temperature rating of 3.08 WIREWAYS AND FITTINGS END OF SECTION conductors installed in raceways. If conductor insulation types are not noted, verify for compliance prior to installation of raceways. In no case shall raceways be installed A. Wireways and fitting installed on exterior and where subject to water or similar within 3" form outside finish covering of pipes or ducts being crossed. conditions shall be raintfght type construction without knockouts, constructed from galvanized sheet steel. E. Install exposed raceways to run parallel or at right angles to structural building lines with neat bends where required and neatly offset into points or terminations. 3.09 OUTLET, PULL AND JUNCTION BOXES F. Above panels install 3-3/4" future empty raceways to accessible ceiling space, with a No.14 nylon drag line or approved equal pull wire with adequate slack at each end to A. Provide boxes installed rigid and true where shown or as required. Prior to installation facilitate the installation of future electrical conductors. of boxes; such as wall switch boxes, verify size, location dimensions and door swings (switches shall be on strike side of door unless directed otherwise by the Architect). G. Install approved expansion joint type fittings in raceway systems crossing building Provide necessary hangers or grout into masonry as required. expansion joints and as recommended by raceway manufacturer where expansion is caused by temperature changes or similar type conditions. Expansions fitting to B. Unless otherwise shown or as directed prior to installation, outlet boxes shall generally maintain approved raceway system (provide bonding jumpers as required). The be placed at the following heights, center of box to finished floor level. minimum size approved conduit type raceway shall. be''/" trade size. C. Wall Switches: 60" H. Install raceways with approved heavy duty supports, straps, hangers, connectors, and couplings, as required to maintain and approved installation. Raceways shall have D. Convenience Receptacles: 18" or as noted on drawings. Mount horizontally above independent supports from building or similar structure only. Do not support raceways cabinets; H. from other crafts pipe, ducts, ceiling support wires or other related equipment. Wire or perforated strapping shall not be used for hanging conduit. E. Provide gang devices wherever possible, and provide partitions for gang boxes where conductors of different voltages and system enter same box. Verify equipment sizes 1. Support vertical runs of raceways on heavy steel clamps. Bolt clamps tightly around and requirements with supplier of equipment prior to rough -in and setting of boxes. the conduit and rest securely on the building structure without blocking. Place clamps below couplings. F. Field verify the exact location of all floor outlet boxes with the Architect or Owner before concrete pour. Support all floor boxes adequately during concrete pours to J. Make all raceway bends without collapse or injury. prevent displacement. Trims shall be flush with floor covering and not installed on top of floor covering. K. Carefully ream raceway ends to remove all burrs. Cut ends of raceway at right or proper angle to length of raceway and install to butt flush into couplings or fittings. Cap 3.10 CONDUCTORS all conduit raceway ends as soon as installed and keep free of foreign substances. Use approved type caps for use intended. Make no more than 4 quarter bends, A. Use specified color schedule for all wiring. Where large conductors are not available in pockets, or depressions in a continuous run of conduit raceway, install up and over colors, identify with permanent colored plastic tape at all terminations, junction boxes, obstructions rather than down and under. etc. color coding as per NEC and Owner's requirements. L. Swab clean, dry and remove any foreign materials from raceways prior to installation B. Identify all conductors by number with wraparound cloth wire markers in all junction of any electrical conductors. boxes, pull boxes and at all terminations and junctions. C. Make taps; joints, splices, and other connections with approved connectors. M. Unless otherwise indicated where conduit raceways enter or leave the top of a concrete slab, it shall be accomplished with and approved hot dipped galvanized rigid D. Make splices'and taps only when required and as directed in approved locations, such steel coupling installed flush to 1/4" below finish floor level. Extend conduit raceways as within junction boxes or wireway. from flush coupling as required to complete run. E. Conductors serving motors and subject to vibration shall terminate to screw or similar N. Install raceways below grade a minimum of 24" below finish grade, or a minimum of 2" type connections with approved crimping type terminals. _ from surface of raceway to bottom side of 4" thick or grater concrete slabs poured on grade. 3.11 LIGHTING FIXTURES O. Do not install conduit raceways in concrete slabs. Provide double reducing washers A. Furnish and install all fixtures complete as called for in the Fixture Schedule on where conduit raceways enter oversized and concentric knockout openings. Provide Drawings. insulated bushing and insulated grounding bushing as required for all conduit raceway systems. B. Carefully examine the complete areas as well as each individual room where fixtures are to be installed for interference with piping, beams, ducts, etc. Where any such P. Do not install raceways where they will be subject to injury or damage; e.g., sharp interferences occur, provide fixtures with proper type suspension to overcome such rocks, in bottom of trench or backfill. interferences. FOR CONSTRUCTION Revisions Rev. Date Description TRIPLE J ENGINEERING 5471NDIAN, CREEK DRIVEI TROPHY CLUB,TX 76262 817-491-2191 I' U WE) O:D n W V J Q X W � I.1 U I� O n L.__L_ U �-►J Q W =W I- U O I__L Ong., '1I ca cos<��'S�� aoepso.ecrsmoo' 1e ;t e:3� rppp+p' JAMES PHI BUDA", �.tt g�pRaaaneabo04^aQ�OGDevunBy o oeyv 49r Date: 06-30-06 Project No. Drown By: RDB Checked By: JB Sheet Title: DIVISION 16000 SPECIFICATIONS Drawing No. E7,3 Revisions Rey. Dole - Description 0 . 3-25-06 100% Design Deyelopment " Re1ne* Onty . 1 5-02-06. INTERN REVIEW SET ... 2. 5-10-05 - FINAL CONSTRUCTION DOCUMENTS COORDINATION SET' 3 6—I-06 DO UMENTS COORDINATION . 4.— Ti-30-06 FOR CONSTRUCTION W 0 W Q �W x W Q LJ ry ZU 1- O OF 9 I STANLEY F. CAPLAN. "59240 STE� G�?f RyoNpL E AREA AREA 'A' KEY PLAN Dote: 6-30-06 Project No. 400131 Drolyn By:. TMF . Checked By:. ES Sheet Title: . MECHANICAL FLOOR PLAN AREA A DroWing No.- �11 � 1 a I 415 SE f l {HLJ ,� 105 �1 � �� ..:. G 85 A .. :. R K ..�; 695i �S 1,11 IX 114A6 (AvFa g51" , r_f I in eti o I _I i_ Renrislons 5'0 - Rev. Date .. Oescriplion �� 0 3-28-06 100% Design Deralopnnanl R".ery Only 1-�. �5 02-06 .' INTER �E� SET ; - " .. _ -- 2 5 10-06. ON - FINAL ONSTRUCRDI COORDINARON . . ... ::. ... :'. .. � .. SEOTCU�ENTS c. 3' - 6-1 .06 - " FINAL qONSTRUCTION , - TS COORDINARON - ... : .. AIR HANDLING UNIT SCHEDULE MARK AHU-1 AHU-2 AHU-3A AHU-3B SUPPLY AIR (CFM). 13,140 18,382 2,600 3,800 OUTSIDE AIR (CFM) 2,613 6,026 56D 600 EXT. SP.ON. WG) 1,0 1,0 1.0 VOLTS/PH/HZ 460/3/60 460/3/60450/3/60 /60FAN MOTOR.HORSEPOMR 15 153 r497.4 MAX. FAN RPM 968 682 1718 MAX, COIL FACE VEL (FPM) 494,5 500 440.7 COOLING COIL AIRFLOW (CFM) 12,646 .. 18,782 2AGO 3,800 MIN, ROWS/ YAX. FINS PER INCH. 6/11 6/14 6/11 - 6/11 EAT DB/1%.(F) 82,2/65.6 861/68.7 80/65.7:. 80/65.7 LAT DB (T) 54.07 53.12 53.7 53;97 GRAND TOTAL (MBH) 477.26 925.12 97,86 r141.16 TOTAL SENSIBLE. (MBH) . 388.75 . 677.33 74,77. 108:17 EWTAWT ('F) 44/86 45/55 46/55 WATER FLOW(GPM) 100 186 19.6. 282, MAX. WATER P,D (FT, WG) 10,0 13,5 8.3 15.4 MANUFACTURER CARRIER : CARRIER CARRIER r CARRIER , MODEL 46, 39MN30 39MN40 39MN06, 39MN08 NOTES: 1.2.3.4 1.3.7.8 1,3,7,8 1,3,7,8 NOTESi t, 1t0 VOLT 20 AMP CIRCUIT @ EACH 2: -=- NOTES: I. AHU=1.& 2 OLL VFD 2: AHU-3A k.38 1(7LL NEED MOTOR STARTEDBY_ELECTRICIAN? :• - .. FAN SCHEDULE , MARK EF-I EF-2,& 2A EF-3 EF-4 EF75. EF.-6 EF-7 EF-8- EF-9 _.._ EF_10 SEF-1 :, SSF71 TYPE. INLINE CEILING INLINE CEILING . INLINE INLINE WALL DRYER INLINE INLINE INLINE INLINE CFM 975 150 585 75 375. 2,020 .' 2,200 --- 750 I50 14,505 81703 E.S.P. IN W.G. .75 •25 .375 25 .375 5 .125 1.6 MAX .5 .25 2 2. HORSEPOWER 822 Watts 129 Watts 350 Watts 50 Watts 144 Watts .5 .25 78 Watts 455 Watts 129 Watts 10 5. RPM (MAX.) L450 1,050 1,100 . 700 1,350 1;I40 1,750 2,761 1,095 1,050 11725 . 1,725 SONES (MAX.) 5 3:5 3.5 3. 3.7 5.6 11.8 --- 4,7 3.5 24 16.8 VOLTS/PHASE/HERTZ 115/1/60 115/1/60 115/11/60 115/1/60 115/1/60 115/1/60 115/1/60 115/1/60 115/1/60 115/1/60- 460/3/60 460/3/60 MANUFACTURER GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK FANTECH :GREENHECK GREENHECK GREENHECK GREENHECK . MODEL NUMBER CSP-AIAIO SP-B150 CSP-A700 SP-B90. CSP-A390: SQ--160-B. SG--160-B DBF110 CSP-A1050 SP-H150 BSQ-360-100: BSQ-240-50 NOTES 1, 2, 3 t 11 21 3 i 1, 2, 3 t, 2, 3 . t, 2, 3 ° 11 2, 3 1 1, 3 1, 3. NOTES: 1. DISCONNECTS 2. BACK DRAFT DAMPER 3. HANG FROM STRUCTURE. GRILLE SCHEDULE MARK SIZE CFM RANGE TYPEM13DELN_ A 24x24 AS SHOWN KRUGER - 1400 SERIES S/A DIFFUSER, STEEL CONSTRUCTION, ROUND NECK B 24x24 AS 'SHOWN.. KRUEGER -. 6290 SERIES, R/A DIFFUSER .STEEL CONSTRUCTION, PERF, SQUARE NECK C AS SHOWN AS .SHOWN KRUEGER - 8BOV-13BD SIDEWALL S/A DIFFUSERS, STEEL CONSTRUCTION D AS SHOWN AS SHOWN KRUEGER - 6290 SERIES EXHAUST DIFFUSER STEEL CONSTRUCTION, PERF. ROUND NECK E. AS SHOWN AS SHOWN KRUEGER - S80 SIDEWALL WA DIFFUSERS, STEEL CONSTRUCTION' G 11 1/4' AS SHOWN KEES - SEG-9RD S/A, R/A & EX. ROUND MAXIMUM SECURITY 10 GA. STEEL FACE & SLEEVE, ' 2' FLANGE W/NO SCREW HOLES, STAGGERED 5/16 DIA. ,HOLES I3N 7/16' CENTERS H 14xIA 288 -.399 KEES - SEG-9.S/A; R/A & EX. RECT. MAXIMUM SECURITY 3/16' STEEL,FACE & SLEEVE, 2' FLANGE W/NO SCREW HOLES, STAGGERED. 5/16 DIA. HOLES ON 7/16' CENTERS I 18x18 ADD - 624 KEES - SEG-9 S/A; R/A & EX. RECT.. MAXIMUM SECURITY 3/16-STEEL FACE & SLEEVE, 2' FLANGE W/NO SCREW HOLES, STAGGERED 5/16 DIA. HOLES ON 7/16' CENTERS J 26x26 625 - 1600 KEES - SEG-9 S/A, R/A & EX. RECT. MAXIMUM SECURITY 3/16' STEEL FACE & SLEEVE, 2' FLANGE W/NO SCREW HOLES,, STAGGERED 5/16 DIA., HOLES [IN.7/16, CENTERS K 48x32 2301 - 3833 KEES - SEG-9 S/A, R/A & EX. RECT. MAXIMUM SECURITY 3/16- STEEL FACE & SLEEVE, 2' FLANGE W/N0 SCREW HOLES, STAGGERED 5/16 DIA. HOLES ON 7/16' CENTERS L 48x52 3834 - A500 KEES - SEG'9 S/A, R/A & EX._RECT. MAXIMUM SECURITY 3/16' STEEL FACE &SLEEVE, 2' FLANGE W/NO SCREW HOLES, STAGGERED 5/16 DIA. HOLES ON MW CENTERS VAV BOX SCHEDULE. MARK MODELFUNIT AIR. FL13W HEATING K INLET SIZE OUTLET SIZE VOLTS/ PHASE/ HERTZ FAN Hp MFG. COOLING CFM HEATING CFM VAV7t-1 QFV _ 800 :' - - 8 12x12 277/1/60 .10 KRUEGER VAV-1-2 QFV 900 - _ 8 12x12. 277/t/60 .10KRUEGERVAV-1-3 QFV 750 A50 4 .' 6 t2x12 277/1/60 .10 : KRUEGER. VAV-1-4 . QFV 2 750. 325 4 8 12x12 277/1/60 .10 KRUEGER. VAV-1-5 OF 4 1400 750 4 . 12 12x12', 277/1/60 .25 KRUEGER VAV-1-6. QFV 4 . 1400 750 4 12 12x12 277/1/60 .25 KRUEGER .. VAV-1-7 QFV 2,. 850 - - 13 12x12: 277/1/60 .16 KRUEGER VAV-1-13 QFV - 2. 900. A50 4 8 12x12 277/1/60 f0 KRUEGER VAVr1-9 pFV . 2' 900 450 3. 8' 12x12 277/1l60 .10 .' KRUEGER VAV-1-t0: QFV 3 845 455 4 10 12x12 277/1/60 .10, VAV-1-11;, QFV 2. 400 220 3 6 12x12 277/t/60 :10 KRUEGER VAV-1-12 QFV 2 615 258 3 B t2x12 277/1/60 .10 KRUEGER ' VAV-1-13 QFV. 2 300 220 3 6 12x12, 077/1/60 .10 KRUEGER VAV-1-14 QFV. ,; :2_: 845 ,' 422 ... 4. 8 _ 12x12 277/1/60 .10 KRUEGER VAV-1-15 QFV 2 1600 - - 6 12xt2. 277/1/60 t0.. KRUEGER . VAV-1-16 QFV 2 780 450 4 6 12x12 27771/60 .10. KRUEGER VAV-2-1 r QFV L 3 , 556 i275 3 8., 12x12 r 277/1/60 AD KRUEGE'r. VAV-2-2 .QFV 2 780 A50 6, 8 12x12 277/1/60 .10 KRUEGER VAV-2-3 QFV 2 700 350 4 8 12x12 277/1/60 .10 KRUEGER VAV-2-4 QFV 2 625 312` 3 6 12x12` 277/1/60 . .10 KRUEGER VAV72-5` QFV 2. 375 220 r L r L 3 8 12x12 277/1/60 10 KRUEGER,. VAV-2-6 QFV 4 985 427 3 12 12xl2 L 277/1/60 d0- KRUEGER VAV-2-7 QFV 2 735 ., 36.7r r 8 t2x12 277/1/60 .10 KRUEGER VAV-2-8 QFV : 2 1025 518' - 3 ' 8 12x12 277/1/60 AD KRUEGER VAV-2-9; OFV: .. 3 875 738 4 L16 .' 12x12 277/1/60 .10 KRUEGER VAV-2-10 OF 2 745 372 4 8 12xl2. 277/1/60 10 KRUEGER' VAV-2-11 QFV. 2. 880 440 4 8 . 12x12 277/1/60 .10 KRUEGER VAV-2-12 QFV 2 670 335 :: 3.; 8 12xt2. ,. 277/1/60 ,10, KRUEGER VAV-2-13 QFV 2 600 300: 4 8 12xt2 277/t/60 .10 KRUEGER VAV-2-14 QFV 2 540 270 3 8 " 12x12 277/1/60 Jo KRUEGER . VAV-2-15 - QFV 2 840 3 ' 8 12x12 277/t/60 .10 KRUEGER . VAV-2-16 ,. QFV 2 775 387 4 8 t2x12 277/1/60 .10 KRUEGER VAV-2-17 QFV 2 795 . 368 3 8 12xl2 277/t/60 •f0 KRUEGER VAV-2-18 QFV 2 1000 69D 5. 8 t2x12 277/1/60 .10 KRUEGER VAV-2-19 QFV L 2 300 - -L .8 , 12xl2 . 277/1/60 Jo KRUEGER VAV-2-20 QFV 3 750 260 3 10 12x12 277/1/66 .10 KRUEGER VAY-2-21 r QFV L L 2 855 A28 4 6 12xl2 277/1/60 Jo KRUEGER VAY-2-22 QFV 2 840 420 3 r L 6 12xt2. 277/1/60 .10 r KRUEGER VAV-2-23 QFV. 2 840 360 4 8,,: 12x12 277/1/60 10 L KRUEGER VAV-2-2A. QFV 2 r 550 :: 285 4 8 L 1 12x12 277/1/60 .10 KRUEGER NOTE --- NOTES, 1. LOW AMBIENT 2. RUN ONLY ON .EMERGENCY POWER PUMP SCHEDULE_ MARK CWP-1 CWP-2 " MANUFACTURER --- --- MODEL No. --- --- FLOW.GPM 333 333 HEAD (FT. H20) - - - --- APPROX. PUMP EFF. (%) --- --- APPROX.. IMPELLER DIA. (INCHES) 20 20 MOTOR RPM - - - --- HORSEPOWER 10 t0 VOLTS/PHASE/HERTZ 480/3/60 480/3/60 REMARKS 1'2 L2 NOTES: 1. GRILLES WITH A -1 WILL NEED A PLASTER FRAME I ' I LOUVER SCHEDULE MARK SIZE SERVES CFM L-I 42x36 O/A AHU71 2613 L-2 42x30 EF-6 2020 L-3 24x24 EF-3,. 575 L-4 70x6O O/A AHU-3A,3B & SSF-I. 8703. L-5 90X64 EF-I &.SEF-1 14505 L-6 46x32 EF-7 2200 L-6A 46X30 EF-7 2200 L-7 8806 O/A AHU-2. 6026 L-8 18x18 EF-5 375' L-9 1848, EF-2 & 2A 300 . 1Bx18 EF-4 75 EL-11'2 24x24 EF-9 575 12x12 EF-10 150 I ofI01r�fl�ll* 'WI�Jh6 I'1111f1�1111m� r City of La Porte 2963 North 23rd Street La Porte, Texas 77571 Tel (281) 471-9650 Fax (281) 470-5129 OWNER'S CONSULTANT Huitt-Zollars 1500 South Dairy Ashford Suite 200 Houston, Texas 77077 Tel (281) 496-0066 Fax (281) 496-0220 DESIGN ADMINISTRATOR Corplan Corrections 300 N. Gibbons Argyle, Texas 76226 Tel (940) 464-3058 Fax (940) 464-0089 ELECTRICAL. I N B CONTRACTOR DEG U S ILD KBA Design - 9229 King Arthur Dallas, Texas 75247 Tel (214) 634-9330 Fax (214) 634-9333 STRUCTURAL CBM Engineers 1700 West Loop South Suite 830 Houston, Texas 77027 Tel (713) 629-1982 Fax (713) 629_ 7772 MECHANICAL & PLUMBING Hale -Mills Construction 4,130 Bellaire Blvd., #210 Houston, Texas 77025 Tel (713) 665-1 100 Fax (713) 665-4944 CIVIL - LJA Engineers 2929 Briarpark Drive Suite 600 Houston, Texas 77042 Tel (713) 953-5200 Fax (713) 953-5026 LANDSCAPE/IRRIGATION Landscape Concepts 1125 RM 359 Richmond, Texas 77459 Tel (281) 344-0871 ARCHITECTURAL Deborah L. Williams Architecture and Katherine Eversole Design 1036 Hosington Drive Plano Texas 75094 Tel (940) 464-4646 Fax (940) 464-0798 Accurate Air 9745 Bent Oak Drive Houston, Texas 77040 Tel (713) 856-5550 Fax (713) 856-9720 A-1 Electric 200 South Bowie Amarillo, TX 79106 Tel 806 372-5665 Tel 806 373-0707 DETENTION EQUIPMENT, SECURITY ELECTRONICS, FIRE ALARM ISI Detention Contracting Group Inc. & Metroplex Control Systems 12903 Delivery Drive San Antonio, Texas 78247 Tel (210) 495-5245 Fax (210) 495-5613 Mid -West Steel Building Company 7301 Fairview Houston, Texas 77041 Tel (832) 590-1812 Fax (832) 590-2812 FIRE PROTECTION International Fire Protection 5201 Mitchelldale St. Ste. B6 Houston, Texas 77092 Te l 713 683-6433 Te l 713 683-6612 INDEX OF DRAWINGS FINAL COORDINATION SET JUNE 1, 2006 FINAL REVIEW SET JUNE 14, 2006 FOR CONSTRUCTION JUNE 30, 2006 COVER SHEET • • CIVIL: C1 GENERAL NOTES • • • _ • • • C2 EXISTING TOPOGRAPHIC SURVEY • • • C3 SITE PLAN • • • C4 GRADING AND STORM SEWER CONSTRUCTION PLAN • • • C5 UTILITY PLAN • • • C6 DRAINAGE PLAN AND 3-YEAR CALCULATIONS • • • _-C7__-_......._STORMWATER POLLUTION PREVENTION PLAN C8 WATERLINE CONSTRUCTION DETAILS • • • • • • C9 WATERLINE CONSTRUCTION DETAILS • • • C10 SANITARY SEWER CONSTRUCTION DETAILS_-_ ------- ......... _. • _---- - • --- - - • - - - -- - ..._ --- - C11 SANITARY SEWER CONSTRUCTION DETAILS • • • C12 STORM SEWER CONSTRUCTION DETAILS • • • C13 STORM SEWER CONSTRUCTION DETAILS C14 STORM SEWER CONSTRUCTION DETAILS • • • • • • C15 STORMWATER POLLUTION PREVENTION DETAILS • • • C16 PAVEMENT DETAILS • • • C17 PAVEMENT DETAILS • • • LANDSCAPE IRRIGATION: FOR INFORMATIONAL PURPOSES 1 LANDSCAPE PLAN 2 IRRIGATION PLAN • • • • • • 3 SLEEVE LAYOUT FOR IRRIGATION • ARCHITECTURAL: AD.1 GENERAL INFORMATION • • • A0.2 CODE REVIEW • • • AO.3-AO.9 SPECIFICATIONS A1.1 SITE PLAN/DETAILS A2.1 OVERALL FLOOR PLAN • • • • • • • A2.1A FLOOR PLAN -AREA 'A' • • • A2.1 B FLOOR PLAN -AREA B A2.2 OVERALL REFLECTED CEILING PLAN DETAILS A2.2A REFLECTED CEILING PLAN -AREA 'A' --_.__- • • • A2.2B REFLECTED CEILING PLAN -AREA A2.3 OVERALL ROOF PLAN • • • A2.4 FURNITURE PLAN • • A3.1 EXTERIOR ELEVATIONS • • • A6.1 BUILDING SECTIONS _......... A7.1 WALL SECTIONS A7.2 WALL SECTIONS • • • • • • • - • _ • A7.3 WALL SECTIONS • • A8.1 -._.- PARTITION TYPES _.__.___._...-_.,__-_. • • • INTERIORS: --- - --- ...._. _...----- --- -------....- -- ---- - I1.1A CONSTRUCTION PLAN -AREA 'A' -- ........---- ---- _...--- • -----......._..._.._ • ...............- • 11.18 CONSTRUCTION PLAN -AREA 'B' • • • 12.1 OVERALL FINISH PLAN • • • 12.1A FINISH PLAN -AREA 'A' • • • 12.1B FINISH PLAN -AREA 'B' ------ - --- ------ ---...-.. --- - El ROOM FINISH SCHEDULE • ---- • • _ - • • -- _ .._....... • 12.1 D FINISH LEGEND • • • 13.1 RESTROOM ENLARGED PLANS • • • 13.2 RESTROOM ELEVATIONS • • • 13.3 RESTROOM ELEVATIONS • • • 13.4 S VATI TR RESOOM ELEVATIONS --- -- _ _ _......_ - - -- ------...- - -- - --------._.._-- 14.1 ELEVATIONS • • • • • • -- 14.2 ELEVATIONS • • • 14.3 ELEVATIONS • • • 14.4 ELEVATIONS • • • 14.5 ELEVATIONS 14.6 ELEVATIONS • • • • • • 15.1 SECTIONS & DETAILS • • • 15.2 SECTIONS & DETAILS • • • 16.1 OVERALL FURNITURE PLAN • 16.1A FURNITURE PLAN -AREA 'A' • 16.1B FURNITURE PLAN -AREA 'B' • STRUCTURAL: SOA GENERAL NOTES • • • SO.2 TYPICAL DETAILS • • • SO.3 TYPICAL DETAILS • • • SO.4 TYPICAL DETAILS • • • S1.1 OVERALL FOUNDATION PLAN • ® • S1.1A ENLARGED FOUNDATION PLAN AREA A • • • S1.1B ENLARGED FOUNDATION PLAN AREA B • • • S1.2 BASE PLATE DETAILS • • • 51.3 FOUNDATION DETAILS • • • S1.4 FOUNDATION DETAILS S1.5 FOUNDATION DETAILS • • • • • • S1.6 FOUNDATION DETAILS • • • S1.7 FOUNDATION DETAILS • • • S2.1 PLANK FRAMING • • • S2.2 PANEL SECTIONS AND DETAILS • • S2.3 PANEL SECTIONS AND DETAILS S3.1 TILT -UP WALL PANEL ELEVATIONS • • • S3.2 PANEL JOINT ELEVATIONS • • • 53.3 PANEL JOINT ELEVATIONS • • • La Porte, INDEX OF DRAWINGS Texas t- FINAL FINAL FOR COORDINATION REVIEW CONSTRUCTION SET SET JUNE 1, 2006 JUNE 14, 2006 JUNE 30, 2006 MECHANICAL: M1.1 MECHANICAL PLAN PARTIAL AREA A • • • M1.2 MECHANICAL PLAN PARTIAL AREA B • • • M2.1 MECHANICAL DETAILS • • • M2.2 MECHANICAL NOTES AND SCHEDULES • • ELECTRICAL: E1.1 SITE LIGHTING AND POWER PLAN • • • E2.1 OVERALL LIGHTING PLAN • • • E2.1A LIGHTING PLAN -AREA 'A' • • • E2.18 LIGHTING PLAN -AREA B • • • E2.2 OVERALL EMERGENCY LIGHTING PLAN • •_ • ___ E2.2A EMERGENCY LIGHTING PLAN -AREA 'A' • • • E2.2B EMERGENCY LIGHTING PLAN -AREA 'B' • • • _ E3.1 OVERALL POWER PLAN • • • E3.1A POWER PLAN AREA 'A' • • • ---............... _............._..._.._........--_ - .._...- -.-.._.._._.._....__......_..._..-------........._.............._. E3.18 POWER PLAN AREA 'B' ._.......-------- ._...---...- • ---._... ....__.._.._....._ • .. - - ...----.._..._._. • E4.1 OVERALL HVAC POWER PLAN • • • E4.1A HVAC POWER PLAN AREA 'A' 0 • • E4.1B HVAC POWER PLAN AREA 'B' • • E5.1 RISER AND PANEL SCHEDULES -----._........._._...._._....---- ---...._._................._._.__.._...- • ---- • • -----.._..- __. _.._..-- --._...__._.._.... ....-- - --.....- - E5.2 PANEL SCHEDULES • • • E6.1 DETAILS ........................_.._.__.._.._.._.._.....__......- -.._....__._...__.._.__...._.__..._ • _... • -......._...._..--- • ._.._..__._...__._..-._.__..__....__.....----....._...__..........._...._..........._.....__._.._._.......---- E7.1 DIVISION 16000 SPECIFICATIONS -.....-....._..-- ----- - ---...._..__...... • ---- --- - --- • - -- - • - - - -- -----._.......-- ....... - ---- .._... E7.2 DIVISION 16000 SPECIFICATIONS - _ • • • E7.3 DIVISION 16000 SPECIFICATIONS • • • FIRE ALARM: FAO.00 COVER ............. ....... __._.._.--- -- ._....-...... ------.... -"-----..._..__...._-..._.._ • ._..._-.... _... _..................... .--- .... • -- ._..... --....._.-...._..-._._.- • -----.._._.....-------- FA1.00 OVERALL LAYOUT • • • FA1.01 PARTIAL LAYOUT AREA -----.._.._._.........__._....._.__....-........._...... • • •� -- - -- ... - FA1.02 PARTIAL LAYOUT AREA A' • • • PLUMBING: P1.1 PLUMBING SANITARY WASTE & VENT AREA 'A' • • • P1.2 PLUMBING SANITARY WASTE & VENT AREA 'B' • • • ---.._........__......._..__._._._._......_..._._.. --...._........_.._..._..............._.....- -- -- P2.1 PLUMBING DOMESTIC WATER AREA 'A' ----------._.._._._..__.....................__........-------._....- • - --_......._....... • -.....__...._.......... • P2.2 PLUMBING DOMESTIC WATER AREA 'B' • • s P3.1 PLUMBING SCHEDULES &NOTES P3.2 PLUMBING RISERS AND DETAILS • • • DETENTION: FOR INFORMATIONAL PURPOSES D1.00 FLOOR PLAN OVERALL FLOOR PLAN • • • D1.01 FLOOR PLAN PARTIAL FLOOR AREA A • • • D1.02 FLOOR PLAN (PARTIAL FLOOR AREA B) • • • ., D2.00 DOOR SCHEDULE • • • ' D3.00 DOOR, FRAME AND WINDOW ELEVATIONS • • • D4.00 SECURITY FURNITURE • • • SECURITY ELECTRONICS: FOR INFORMATIONAL PURPOSES SE00.00 DRAWING INDEX .._.._...._.._............__...----.................._....._...._...„...__._.............____-.. • _._......_.........__.._._..... --- • ...._......._. _ _ --- ._.... - - --- ---- SE00.01 DEVICE LEGEND AND NOTES SE10.01 DEVICE LAYOUT AREA 'A' • • • SE10.02 DOOR CONTROL LAYOUT AREA 'A' • • • SE10,03_._....._AUDIO/CCTV1MISC/LAYOUT_.ARFA 'A'----------.._...: _.._._...._....__._...-.-.----........._..-!-- -.-.--- ----� =--- SE10.04 DEVICE LAYOUT AREA 'B' • • • SE10.05 DOOR CONTROL LAYOUT AREA 'B' • • • :- SE10.06AUDIOZCTV/MI SC_LAYOUT.AREA.'B' .___...___.--__. ....... _....... _.. - -- --_. • ............... -..._..... • -..._... • -- -- -- SE20.00 FLOOR PLAN LAYOUTS & ELEVATION DETAILS • • • SE22.00 SYSTEM CONDUIT RISER • • • PRE-ENGINEERED BUILDING: C1 COVER SHEET • • • ES-1 INSTALLATION PROCEDURES - --._.......-- • • • - --- --- _._...._..._.._..ETTING - L...._.._..N Ft ANCHOR BOLT SPA --... __._.....-----..._._.._ • ---- --.._....._._.. • - • _.._..--.... ..._ --...--- ......-._...--- F2 BASE PLATE DETAILS • • • F3 REACTIONS • • •! F4 REACTIONS • • • F5 REACTIONS • • • E1 THRU E4 ROOF FRAMING PLANS - • • •___<_____ - C5 THRU E8 ELEVATIONS • • • E9 THRU E21 CROSS SECTION • • • ' E22 DOWNSPOUT LOCATIONS • • • E23 ROOF PANEL LAYOUT • • • E24 & E25 SECTIONS • • • E26 THRU E42 CROSS SECTIONS • • ......... _..- • " _. _. _.....-"-" " - ....... E43 & E44 CANOP" SECTIONS • • • NS1 THRU NS3 STANDARD DETAILS • • • FIRE PROTECTION: FOR INFORMATIONAL PURPOSES FOR CONSTRUCTION JUNE 30, 2006 3 w 0 z z w E cl 0 rno U-) / 07 N 0 �j coto o'n N CD �y 0 0 E o ms 01=3 00. s v H y j N J N x x .. m o m E >z L CJ Q � GENERAL NOTES STORMSEWER NOTES 1. SURFACE RESTORATION REQUIRED AT THE END OF ALL CONSTRUCTION 1. STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF LA PROJECTS. RESTORE EXISTING FACILITY (I.E. PROPERTY) EQUAL TO OR BETTER PORTE STANDARD DETAILS. THAN EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL STORM SEWER 18" AND LARGER TO BE REINFORCED CONCRETE RUBBER 2. THE LOADING AND UNLOADING OF ALL PIPE VALVES, HYDRANTS, MANHOLES GASKET PIPE, A.S.T.M. C-76 CLASS III, INCLUDING INLET LEADS CROSSING AND OTHER ACCESSORIES.SHALL BE IN ACCORDANCE WITH THE UNDER EXISTING OR PROPOSED PAVEMENT. MANUFACTURER'S RECOMMENDED PRACTICES AND SHALL AT ALL TIMES BE PERFORMED WITH CARE TO AVOID ANY. DAMAGE TO THE MATERIAL. LOCATE AND 3, REINFORCED CONCRETE PIPE STORM SEWER SHALL BE INSTALLED, BEDDED PROVIDE THE NECESSARY STORAGE AREAS FOR MATERIALS AND EQUIPMENT. AND BACKFILLED IN CONFORMITY WITH CITY OF LA PORTE STANDARD DETAIL SHEETS. BACKFILL UNDER OR WITHIN V (ONE FOOT) OF EXISTING OR 3. SAFEGUARD AND PROTECT ALL MATERIAL AND EQUIPMENT STORED ON THE PROPOSED PAVEMENT WITH CEMENT.STABILIZED SAND (1-% SACKS PER CUBIC JOBSITE. MATERIALS SHALL BE STORED IN A SAFE AND WORKMANLIKE MANNER TO YARD; MIX). ALL NORMALLY SUBMERGED STORM PIPE SHALL BE RUBBER PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT GASKETED. COMPLETION. 4. PROVIDE A MINIMUM OF 6" (SIX INCHES) CLEARANCE AT STORM SEWER AND 4. PROVIDE SHEETING, SHORING AND BRACING ASNECESSARY TO PROTECT WATER LINE CROSSINGS, AND A MINIMUM'OF 1 FOOT (TWELVE INCHES) AT WORKMEN AND EXISTING UTILITIES DURING ALL PHASES OF CONSTRUCTION,.AS STORM SEWER AND SANITARY SEWER CROSSINGS. PER O.S.H.A. REQUIREMENTS. 6.: ALL STORM SEWER MANHOLES SHALL BE CITY OF LA PORTE TYPE "C" UNLESS 5. ALL TESTING PROCEDURES USED ON THIS PROJECT SHALL CONFORM TO THE OTHERWISE NOTED AND SHALL BE LOCATED A MINIMUM OF T BACK OF CURB. CITY OF LA FORTE STANDARDS, IF ANY OF THE TEST RESULTS DO NOT MEET THE TESTING STANDARDS, REMOVE OR REPLACE SUCH MATERIAL SO THAT THE 6, ALL INLET TYPES TO BE CLEARLY NOTED AND GRATE TYPE INLETS SHALL BE TESTING STANDARDS CAN BE MET. EQUIPPED WITH CAST IRON GRATES. 6. ALL FINISHED GRADES SHALL VARY UNIFORMLY BETWEEN FINISHED 7. VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO EXCAVATION. ELEVATIONS. 8. MINIMUM STORM SEWER SIZE IS 18" INCH DIAMETER IN PUBLIC R.O.W. & 7. UNCOVER.EXISTING UTILITIES AT ALL "POINTS OF CROSSING" TO DETERMINE IF EASEMENTS. CONFLICTS EXIST BEFORE COMMENCING ANY CONSTRUCTION. NOTIFY THE DESIGN ENGINEER AT ONCE OF ANY CONFLICT. 9. ALL STORM SEWER MANHOLE COVERS MUST INCLUDE THE WORDS "STORM SEWER." 8. DO NOT UNLOAD.ANY TRACK -TYPE CONSTRUCTION MACHINERY ON ANY EXISTING PAVEMENT OR CROSS OVER ANY EXISTING PAVEMENT OR CURB DURING 10. CULVERTS MUST MATCH EXISTING FLOW LINES. ANY PROJECT. 9. IT IS PERMISSIBLE TO USE A BACKHOE FOR TRENCH EXCAVATION IN LIEU OF ® A TRENCHING MACHINE. 10. NOTIFY CITY OF LA PORTE PUBLIC IMPROVEMENTS COORDINATOR AT 281-470-5130 TO HAVE AN INSPECTION. Q 11. THE CITY OF LA PORTE REQUIRES 48 HOURS NOTICE PRIOR TO COMMENCING WATER DISTRIBUTION NOTES WORK IN THE CITY'S R.O.W. 1. WATER MAINS SHALL BE CONSTRUCTED ACCORDING TO CITY OF LA PORTE 12. DO NOT USE THE CITY'S R.O.W. FOR STORAGE OF CONSTRUCTION MATERIALS. STANDARD DETAIL SHEETS AND SPECIFICATIONS. 13. ALL BACKFILL SHALL BE ENGINEERED TO 95 % STANDARD PROCTOR DENSITY 2, ALL FLUSHING VALVES ARE TO B LO ED S N ON PLANS AND SET T AND BE TESTED BY AN APPROVED TESTING LAB. (THREE FEET) BEHIND BACK OF CURB OR AT APPROVED LOCATIONS. 14. CONTACT CITY OF LA PORTE PUBLIC WORKS DEPARTMENT PRIOR TO MAKING 3. ALL WATER MAINS TO HAVE MINIMUM OF 4' (FOUR FEET) COVER FROM TIE-INS TO EXISTING UTILITIES. PROPOSED TOP OF CURB WHEN CONSTRUCTED IN STREET RIGHT-OF-WAY AND 4' (FOUR FEET) COVER FROM FINISHED GRADE WHEN CONSTRUCTED WITHIN 15. WHEN HYDROMULCH IS REQUIRED, KEEP MULCH MOIST AFTER INSTALLATION EASEMENTS. AND UNTIL AREA SHOWS GROWTH OVER 75% OF THE HYRDROMULCHED AREA. 4. PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10' 16.48 HOURS PRIOR TO START OF CONSTRUCTION, NOTIFY THE UTILITY (TEN FEET) BETWEEN WATER MAINS AND SANITARY SEWER LINES. COORDINATING COMMITTEE AT 281-223-4567. 5. ALL GATE VALVES TO BE COUNTERCLOCKWISE OPENING AND ALL FLUSHING 17. ALL EXCESS EXCAVATED MATERIAL SHALL BE REMOVED FROM SITE AND VALVES TO BE COUNTERCLOCKWISE OPENING, VALVES TO BE LOCATED DISPOSED OF IN A LEGAL MANNER. OPPOSITE PROPERTY LINE OR R.O.W. LINE EXTENDED UNLESS OTHERWISE SHOWN ON PLANS. AWWA GATE VALVES WITH RESILIENT SEATS SHALL 18. PRIOR TO CONSTRUCTION, COORDINATE WITH RESIDENTS WHEN INTERRUPTING BE INSTALLED. ® EXISTING SERVICES. 6. ALL VALVES AND HYDRANTS SHALL BE STORED SO THAT THEY ARE 19. OBTAIN AN ELECTRICAL PERMIT (WHEN NEEDED) FROM THE CITY OF LA PORTE PROTECTED FROM FREEZING. ALL PIPE SHALL BE KEPT FREE OF DIRT AND INSPECTION DEPARTMENT PRIOR TO CONSTRUCTION. ELECTRICIAN MUST BE OTHER DEBRIS. ANY DAMAGE RELATING TO THE COATING OF THE VARIOUS LICENSED BY THE STATE OF TEXAS. ELECTRICAL INSPECTIONS SHALL BE MATERIALS FOR SEWER AND WATER LINE MAINS SHALL BE REPAIRED. COORDINATED WITH THE INSPECTIONS DEPARTMENT. 7. VERIFY LOCATION OF ALL EXISTING UTILITIES AND FIELD MARK PRIOR TO 22. BARRICADES SHALL BE EQUIPPED WITH ORANGE FLASHING LIGHTS. EXCAVATION. 23. MANHOLES SHALL BE EQUIPPED WITH INFILTRATION INSERTS. 8. NO CONNECTIONS SHALL BE.MADE TO EXISTING WATER LINES UNTIL ALL ,GO WARNING: OVERHEAD ELECTRICAL FACILITIES �, OVERHEAD LINES MAY EXIST ON THE PROPERTY. WE HAVE NOT ATTEMPTED TO MARK THOSE LINES SINCE THEY ARE CLEARLY VISIBLE, BUT YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH AND SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES. PARTIES RESPONSIBLE FOR THE WORK ARE LEGALLY RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THE LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITIES. TO ARRANGE FOR LINES TO BE TURNED OFF OR REMOVED CALL CENTERPOINT ENERGY AT 713-207-7777. m PROPOSED WATER LINES HAVE BEEN THOROUGHLY CLEANED, TESTED, DISINFECTED AND APPROVED BY THE ENGINEER. 9. METAL WATERLINE FITTINGS TO BE WRAPPED WITH 6 MIL. POLYETHYLENE " (MIN.) IN ACCORDANCE WITH ANSI/ASSA C105 REQUIREMENTS. 10. USE MATERIALS IN ACCORDANCE WITH THE PUBLIC IMPROVEMENTS CRITERIA MANUAL (PICM). 11. WATER MAIN SIZES SHALL CONFORM TO THE REQUIREMENTS OF THE PICM. OUTSIDE OF THE FOUNDATION WALLS. 15. WATER SERVICE PIPE SHALL HAVE PERMANENT IDENTIFICATION MARKINGS. 16. WATER PIPE SHALL NOT BE INSTALLED OR PERMITTED OUTSIDE OF A BUILDING, OR CONCEALED IN OUTSIDE WALLS OR IN ANY PLACE WHERE THEY MAY BE SUBJECT TO FREEZING TEMPERATURES, UNLESS PROVISIONS ARE MADE TO PROTECT THEM FROM FREEZING. 17. FITTINGS AND VALVES SHALL BE SECURED WITH MECHANICAL JOINT RESTRAINTS. THESE RESTRAINTS SHALL BE EBAA IRON 2000 P FOR FITTINGS AND EBAA IRON SERIES 1500 FOR PIPE JOINTS OR APPROVED EQUAL. SANITARY SEWER SYSTEM CONSTRUCTION NOTES 1. FINISHED ELEVATION ON SANITARY SEWER MANHOLE RIMS SHALL BE 6 INCHES ABOVE FINISHED GRADE WITHIN UTILITY EASEMENTS OR STREET RIGHT-OF-WAY CLEAN FILL SHALL BE ADDED AND SLOPED FROM MANHOLE RIM. 2. MARK LOCATION OF AND MAINTAIN RECORDS OF STUB LOCATIONS WITH WIRE LOOPS AND 2" P.V.C. PIPE. 3. WATER LINES AND SANITARY SEWER LINES SHALL BE INSTALLED IN SEPARATE TRENCHES. c11 PVC PIPE (POLYVINYL CHLORIDE) SHALL BE IN ACCORDANCE WITH ASTM D3034, SDR 35,WHERE BACKFILL DEPTH IS LESS THAN 12 FEET, AND SDR 26 WHERE DEPTH IS GREATER THAN OR EQUAL TO 12 FEET. ALL PVC PIPE (ALL TYPES AND SbRIDR WALL THICKNESS TO BE USED) SHALL 5"HAVE RUBBER GASKET EQUIPPED BELL AND SPIGOT JOINTS CONFORMED TO ASTM D-3213, THE GASKET MATERIAL SHALL CONFORM TO ASKT F-477, SOLVENT WELDED JOINTS WILL NOT BE APPROVED FOR CITY SEWER LINES. ALL DUCTILE IRON PIPE SHALL BE 150 PSI,.WITH EIGHT (8) MIL. BLACK VIRGIN 6. POLYETHYLENE WRAP AS SPECIFIED IN ANSI/AWWA C1015IA21.3. SANITARY SEWER MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF LA PORTE DESIGN STANDARDS. 7. CONTRACTOR TO FURNISH TEST PLUGS AND RISERS (NO SEPARATE PAY). ALL SEWER LINES TO BE AIR' TESTED IN ACCORDANCE WITH THE CONTRACT AND DESIGN SPECIFICATIONS. MAINTAIN 12-INCH MINIMUM CLEARANCE BETWEEN ALL STORM SEWERS, AND CULVERTS UNLESS OTHERWISE APPROVED. 8. SEWER TRENCHES UNDER OR WITHIN ONE (1) FOOT OF PROPOSED OR FUTURE PAVEMENT TO BE BACKFILLED WITH CEMENT STABILIZED SAND BACKFILL, AS SPECIFIED, TO WITHIN ONE (1) FOOT OF SUBGRADE. 9. BEDDING WILL BE CLASS "AA" WHERE CEMENT STABILIZED SAND BACK FILL IS USED FOR SANITARY SEWERS. INCLUDE COST OF BACKFILL IN UNIT PRICE PER LINEAR FOOT OF PIPE. 10. SANITARY SEWER MANHOLES AND THE CONNECTION SEWER CAN BE MADE WATERTIGHT AND TESTED FOR NO LEAKAGE, MUST BE INSTALLED SO AS TO PROVIDE A MINIMUM OF 10 FEET OF HORIZONTAL CLEARANCE FROM AN EXISTING OR PROPOSED WATER LINE. WHERE THE 10 FOOT SEPARATION DISTANCE CANN BE ACHIEVED, FOLLOW GUIDELINES FOUND IN CHAPTER 4 OF PICM SPECIAL PROCEDURES. 11. ALL PROPOSED GRAVITY SANITARY SEWER LINES SHALL BE DUCTILE IRON OR SDR 26 PVC PIPE, NON -PRESSURE PVC MAY NOT BE SUBSTITUTED FOR D.I.P. OR C-900 (DR 16 ONLY) PVC. BEDDING FOR ALL TYPES OF SANITARY SEWER PIPE SHAL BE CLASS "AA" AT ALL DEPTHS (NO SEPARATE PAY). 12. FOR ALL PVC PIPE, USE MANHOLE WATER STOP GASKET AND CLAMP ASSEMBL AT MANHOLE CONNECTIONS (NO SEPARATE PAY). 13. SANITARY SEWER MANHOLES SHALL BE STANDARD TYPE, UNLESS OTHERWIS NOTED, AND BACKFILLED WITH CEMENT STABILIZED SAND AS SPECIFIED (NO SEPARATE PAY). 14. ALL SANITARY MANHOLES SHALL BE AT LEAST 1 FOOT ABOVE THE 100 YEAR BASE FLOOD ELEVATION OR SEALED. AND VENTED TORT LEAST ONE FOOT ABOV THE 100 YEAR BASE FLOOD ELEVATION. SECTIONS FOR PRECAST MANHOLES SHAL BE JOINED WITH RUBBER GASKET JOINTS. "RAM NEW OR SIMILAR WILL.NOT BE APPROVED. THE USE OF SEALED MANHOLE COVERS IS PERMITTED IN`THE 100-Y FLOOD PLAIN. 15. ALL PRECAST CONCRETE MANHOLES SHALL HAVE THE TOP 1.8 INCHES CONSTRUCTED OF STEEL OR PRECAST PCC RINGS, SEALED INSIDE AND OUTSIDE. 16. SANITARY SEWER LINE IN PIPE ZONE IN SIDE LOT EASEMENTSHALLBE BACKFILLED WITH CEMENT STABILIZED SAND (NO SEPARATE PAY). 17. IF WET SAND IS ENCOUNTERED IN THE FIELD, USE SPECIAL BEDDING (NO SEPARATE PAY). . 18, PROVIDE APPROVED PIPE RESTRAINT ON UNDERGROUND PRESSURE PIPE SYSTEMS. 19. PROVIDE AS -BUILT RED LINES AND FLOW LINE ELEVATIONS,'OF ALL SERVICE CONNECTIONS.AND SHALL BE PLACED ON AS BUILTS PLANS AT THE COMPLETION OF THIS JOB. - - - BENCHMARK: HARRIS COUNTY FLOOD PLAIN REFERENCE MARK 010305 NAVD 88, 2001 ADJUSTMENT, 1 ELEVATION 23.12 FEET SANITARY SEWER SYSTEM CONSTRUCTION NOTES (CONTINUED) CONSTRUCTION SAFETY NOTES 6. ALL SEWERS IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE 1. ATTENTION IS DIRECTED TO THE TRENCH SAFETY CONSTRUCTED IN ACCORDANCE WITH THE LATEST. REVISION OF THE TEXAS REQUIREMENTS OF THIS PROJECT: PROVIDE A TRENCH NOTES: j COMMISSION ON ENVIRONMENTAL QUALITY "RULES:AND REGULATIONS FOR SAFETY SYSTEM MEETING THE REQUIREMENTS OF CURRENT J PUBLIC WATER SYSTEMS," CITY OF LA PORTE, STANDARD DETAIL SHEETS AND OSHA REGU LATIONSTATE LAW AND LOCAL CODES. S; i THE LATEST REVISIONS AND/OR AMENDMENTS OF SAME SHALL BE OBSERVED. 2. THESE PLANS PREPARED BY MARK G. JANZER, P.E., DO NOT �7. EXTEND TO OR INCLUDE DESIGNS OR SYSTEMS PERTAINING TO ALL SANITARY,SEWER>MANHOLES TO BE CITY OF LA PORTE STANDARD THE SAFETY OF THE CONSTRUCTION CONTRACTOR OR ITS MANHOLE POR SANITARY SEWER CONSTRUCTION UNLESS OTHERWISE NOTED EMPLOYEES, AGENTS, SUBCONTRACTORS OR AND SHALL BE LOCATED A MINIMUM OF T BACK OF CURB. REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. B. FINAL ELEVATION ON SANITARY SEWER MANHOLE RIMS SHALL BE 6" ABOVE FINISHED GRADE WITHIN STREET R.O.W. AND 6" ABOVE NATURAL GROUND WITHIN EASEMENTS. WHEN NOT LOCATED IN PAVED AREAS CLEAN FILL SHALL POLLUTION PREVENTION PLANS BE ADDED AND SLOPED AWAY FROM MANHOLE RIM FOR STORM WATER DRAINAGE. 1. COMPLY WITH ALL APPLICABLE ENVIRONMENTAL LAWS. 9. EACH SEWERlEAD, WYE AND STACK SHALL BE MARKED WITH A RISER, SEALED 2. DESIGNATE IN WRITING THE NAMES AND TELEPHONE NUMBERS AT THE END WITH A GLUED. CAP, AT THE TIME OF CONSTRUCTION. IT WILL BEGIN OF QUALIFIED PERSON(S) RESPONSIBLE FOR EROSION AND AT THE FLOW LINE OF THE STUB AND EXTEND 2' (TWO FEET) ABOVE FINISHED SEDIMENTATION CONTROLS, SPILL PREVENTION, / / GRADE. IT SHALL BE LABELED (SIZE) SEWER LEAD AND BE MAINTAINED PLUMB COORDINATION AND CLEANUP. AND IN GOOD CONDITION. THROUGHOUT THE REMAINDER OF THE PROJECT, AND SHALL BE PAINTED WHITE. 3. LOCATE FUEL AND MATERIALS STORAGE AWAY FROM ANY 30. FOR DETAIL OF SANITARY SEWER CROSSING AT WATER LINE, SEE CHAPTER 3 STORM WATER CONVEYANCE. OF PICM. 4. PROVIDE SECONDARY CONTAINMENT FOR FUEL STORAGE. 31.. ALL SANITARY SEWER MANHOLE COVERS MUST INCLUDE ONLY THE WORDS 5. IMMEDIATELY ADVISE THE OWNER, VERBALLY AND IN WRITING, "SANITARY SEWER" AND THE EMBLEM OF THE CITY OF LA PORTE. OF ANY FUEL SPILL OR RELEASE OF TOXIC OR HAZARDOUS 32. 6" IS MINIMUM DIAMETER OF SEWER LINES FOR COMMERCIAL BUILDINGS. MATERIAL. 33. SANITARY SEWER LINES MUST HAVE AT LEAST 10' (TEN FEET) CLEARANCE FROM WATER LINES. PAVING NOTES 0 1, 5" : 3500 PSI REINFORCED CONCRETE WITH #4 BARS, 24" C-C OR # 3 BARS, 18" C-C. IS THE MINIMUM ACCEPTABLE PAVEMENT CONSTRUCTION FOR REGULAR DUTY CONCRETE PAVEMENT. 2. 6" - 3500 PSI REINFORCED CONCRETE WITH #4 BARS, 24" C-C IS THE MINIMUM ACCEPTABLE PAVEMENT CONSTRUCTION FOR MEDIUM DUTY CONCRETE PAVEMENT. 3. 7" - 3500 PSI REINFORCED CONCRETE WITH #4 BARS, 18" C-C IS THE MINIMUM ACCEPTABLE PAVEMENT CONSTRUCTION FOR HEAVY DUTY CONCRETE .PAVEMENT: 4. AT LEAST W THICK, 4% - 6% DRY WEIGHT, IS THE MINIMUM LIME STABILIZED SUBGRADE FOR PAVEMENT SUBGRADE. EXACT PERCENTAGE OF LIME ADDITION SHALL BE DETERMINED BY LIME SERIES TESTING PERFORMED IN ACCORDANCE WITH ASTM D 6276 OR TXDOT TEST METHOD TEX-112-E. LIME STABILIZATION SHALL BE PERFORMED IN ACCORDANCE WITH ITEM 260 OF THE TXDOT SPECIFICATION. 5. CONCRETE SIDEWALKS SHALL BE CONSTRUCTED WITHIN EACH STREET RIGHT-OF-WAY PER LA PORTE'S STANDARD DETAILS. 6. ALL INTERSECTIONS SHALL BE CONSTRUCTED WITH WHEEL CHAIR RAMPS IN ACCORDANCE WITH THE GOVERNOR'S OFFICE OF TRAFFIC SAFETY MEMORANDUM DATED MAY 6, 1976 (HIGHWAY SAFETY ACT - 1973 SECTION 288). 7. ALL RETURNS SHALL BE IN ACCORDANCE WITH PICM AND THE LA PORTE ZONING ORDINANCE, 8. WHEN 6" CONCRETE PAVED ROADWAY INTERSECTS 7" CONCRETE PAVED ROADWAY, 7" CONCRETE SHALL BE CONSTRUCTED TO ENDS OF ALL CURB RETURNS. 9, FAILURE TO MEET THE REQUIREMENTS THROUGH THE TESTING PROCEDURE WILL RESULT IN THE REJECTION OF THAT PORTION DEEMED TO BE DEFICIENT. THE PROPOSED PAVEMENT DEPTHS SHOWN ON THE PLAN DETAIL SHEETS IS CONSISTENT WITH THESE NOTES AND SHALL BE USED TO DETERMINE THE REQUIREMENT IN EACH CASE. 10. FAILURE OF PAVEMENT TO MEET THESE MINIMUM REQUIREMENTS WILL RESULT IN THE REJECTION OF PAVEMENT. IMMEDIATE REMOVAL AND REPLACEMENT OF SUBSTANDARD PAVEMENT SECTIONS WILL BE NECESSARY TO SATISFY THESE REQUIREMENTS. 11. PAVEMENTS EXCEEDING DEPTH OR STRENGTH REQUIREMENTS WILL BE ACCEPTED IF BOTH CRITERIA MEET THE MINIMUM ESTABLISHED REQUIREMENTS. 12." TRANSVERSE EXPANSION JOINTS ARE REQUIRED AT MAXIMUM SPACING OF 40'-0", C-C WITH JOINTS AND VERTICAL CURB JOINTS TO BE SEALED WITH ELASTOMERIC POLYURETHANE SEALANT, SONOLASTIC SL2 OR APPROVED EQUAL. 13. EXPANSION JOINT LAYOUT FOR INTERSECTIONS SHALL BE PROVIDED TO ENGINEER FOR APPROVAL 14. DENSITY TEST TO BE RETAKEN IN THE EVENT OF A % " (ONE-HALF INCH) OR GREATER RAINFALL.. SHEET INDEX J Cl GENERALNOTES C2 SITE SURVEY C3 SITE PLAN C4 GRADING AND STORM SEWER CONSTRUCTION PLAN C5 UTILITY PLAN C6 DRAINAGE PLAN AND 3-YR STORM CALCULATIONS C7 STORMWATER POLLUTION PREVENTION PLAN C8 WATERLINE CONSTRUCTION DETAILS C9 WATERLINE CONSTRUCTION DETAILS C10 SANITARY SEWER DETAILS C11 SANITARY SEWER DETAILS C12 STORM SEWER DETAILS C13 STORM SEWER DETAILS C14 STORM SEWER DETAILS C15 STORMWATER POLLUTION PREVENTION DETAILS C16 PAVEMENT DETAILS C17 PAVEMENT DETAILS FIRE HYDRANT � /JIB ( SAN. SWR. M.H. TOP OF RIM 23.89 B" N FL 13.78 12" S FIL z Z O g6 d � V: C z 0.56 S 08'55'53' W __ GAS BENCHMARK,' R,M. 010305 1 H.C.F.C.D. I BRASS DISC ® SENS RD. & DU PONT LA PORTE CREDIT SAN. SWR. M.H. TOP of RIM 20.87 UNION LOCATED ON 8"/10" N. FL 11.38 CONCRETE WALK, ON 87/10" S. FL 11.39 CENTER OF MEDIAN AT ENTRANCE IN AFYMAP 54OW IN THE CLEAR CREEK WATERSHED NEAR STREAM A104-0700. ELEV. 23.12' NAVD 1988, 2001 ADJUSTED LEGEND 8 BORE SAMPLE El ELECTICAL BOX ® UNDERGROUND TELE. MARKER IN MARKER/SIGN 0 TEMPORARY BENCH MARK BENCH MARK • POWER POLE • SERVICE POLE DOWN GUY ® H.L. & P. TOWERS ® FOUND MONUMENT MONITER WELL PIPE BOLLARD SANITATION SEWER MANHOLE WATER VALVE 6. WATER METER ■ GRATE TOP INLET • STREET LIGHT m PAY PHONE ■ TELEPHONE PEDESTAL 4' X 4' INLET TRAVERSE POINT ® STORM SEWER MANHOLE GAS i .GAS i I GAS ( 20.11 FND CAPPED ROD/H.C.SMITH #1228 19,66 FL 13.70 CONCRETE S E NORTH 10.00� - GAS PAI 24' RCP FL 13.45 SWB MARKER 176 - +" END CAPPED ROD•//}4 SW CORNER CALLED 0.OD.a74 ACRE TRACT, TRACT 2 H.C.C.F. IN W867191 FLOOD STATEMENT: I HAVE EXAMINED THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 48201CO945 J. DATED NOVEMBER 6, 1996, AND HAVE DETERMINED THAT THE TRACT HEREBY SURVEYED LIES WHOLLY.WITHIN ZONE "X' OR AREAS DETERMINED TO Be OUTSIDE 500-YEAR FLOODPLAIN; AND I HAVE EXAMINED THE FLOOD INSURANCE RATE MAP, PRELIMINARY. COMMUNITY PANEL NO. 48201CO945 L, APRIL 20, 2000, AND HAVE DETERMINED THAT THE TRACT HEREBY SURVEYED LIES PARTIALLY WITHIN- ZONE 'X' OR AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. PARTIALLY WITHIN SHADED ZONE "X" OR AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN i FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY. LEVEES FROM i% ANNUAL CHANCE FLOOD. AND PARTIALLY WITHIN ZONE "AE' OR BASE. FLOOD ELEVATIONS DETERMINED. WARNING: THIS STATEMENT IS BASED ON SCALING THE LOCATION OF SAID SURVEY ON THE ABOVE REFERENCED MAP. THIS INFORMATION IS TO BE USED TO DETERMINE FLOOD INSURANCE RATES ONLY, AND IS NOT INTENDED TO IDENTIFY SPECIFIC FLOOD CONDITIONS. NOTES 1. SUBJECT TO THE ZONING Al BUILDING ORDINANCES NOW IN FORCE IN HARRIS COUNTY, TEXAS. 2. NO TITLE REPORT FURNISHED AT THE TIME OF THIS SURVEY. SUBJECT TO ANY EASEMENT OF RECORD. WE SUGGEST A TITLE SEARCH. 3. DEED INFORMATION OBTAINED AND SCALED FROM PLAT TITLED "...9.135 ACRE TRACT..', JOB No. 04-075--REVISED 11-06-96; CREATED BY BEAR LAND SURVEYING CO., (281) 427-6442 4. BENCHMARK: R.M. 010305 H.C.F.C.D. BRASS DISC 0 SENS RD, & DU PONT LA PORTE CREDIT UNION LOCATED ON CONCRETE WALK, ON CENTER OF MEDIAN AT ENTRANCE IN KEYMAP 540W IN THE CLEAR CREEK WATERSHED NEAR STREAM A104-0700. ELEV. 23.12' NAVD 1988. 2001 ADJUSTED 5. BEARINGS BASED ON NORTH LINE OF ABOVE MENTION PLAT. VALVE TOP NUT W/VALVE 19.16 X dE . J 40 O 40 80 120 Scale I" 40' 6.142 ACRES H.C.C.F. No. WB67191 t FND CAPPED ROD/H.C.SMITH #1228 RASE 730.08, SOOTH Ell ND 5/8' IR - . NORTH 35,18' 0.62 ACRE REMAINDER CALLED 19.892 ACRES 0 FND CAPPED ROD/H.C.SMITH #1228 BAST 183.320 FND CAPPE \ H.C.C.F. No. N991127 ry 0 0 0p ry0 _ _ _ ry0. 06 ryh EAST 861.32E�,h rye. 1 ^ ry0 ry ry / D CAPPED NO, 5 a" IR BEN O• ry / / ,06 o,y ry06 0100000'h 4 `y Qt 05 Q,• WATER VALVE TOP NUT X X O W/VALVE 21.14 h ry09 +' - }+ RE m FlHYDRANT + 7S 0. 6 ry0\ rye• 6 2e RCP FL 16.16 ^9?r -tit" ^ ry�Ib +. y 'ti . 5 X ,O +1, `• 0 / ry0/ / / \ \ 1ij \ \ \ 06 .a'el XLSO FIV Vj X4b ,0A XO ,t0� Jt?•�2 �p 4' ,O 6 + } + rye, e ry + / i / \ ,\ \ \ \ \ \ \ \ \ \ \ \ \ I X + yry i B. 5 "' ry�� .f \ \ \ \. \ \\ \ \ \ \ \ \ \ \ •rye \ \\ \ \ \\ \ \ \\ \ \ \ \ \\ \ + rye•y h h� 4b, O^ kry• -�•• / \ \ \ \ \ \ \ \ \ \ - \ \ ,O. x + \ O•\ \ \ \ \ \ \ \ \ \ \ \ \ \ / 'P' 6E��� / f / \ \\\\\ \ \ \ - \ \ \ \ \ ry0� \ \ •yQ \ \ \ \ \ \ \ \ \ \ + / \ \ \ \ \ \ \ \ \ � \ CD S 84003,33 W + r \ + \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ M\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 9 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \.r� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ti t> R1 L135.94 \ \\ \ \\ \ \ \\ \ \\ \ \\ \ \\ \h \ \\ \ \\ \ \ 1�•F , �O� FND CAP LC 135.87 + x 24" RCP: 4:95 \ \ \ \ "�\ \ \ \ \ \. \ \- \ \ \ \ \ - \ \ \ QF• & o°D 1• P 'L \ \ 9 \ \ \ \ \ \\ \\ \ \\ \ \•\ \ \\ \ \\ \\ \ �`F� •�� \\ \\ \\ \\ \\ \ \\ \\ \ \\ \\ \\ \\ \\ \\ \\.\\ \\ \\ \ Q`�P C .,h0 -FND 5/8" iR '` 6 P�_p--- ^ry+• X,^• + 0;S \ \ \ \ \ \ \ \ \ \ \ •\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \. \ \ \ \ \ \ \ y� ,1• , TOP OF RIM 17.78 18.72 1874 . '47,30" iy 3 \t\. 2� \ \\ \ \ \ \ \ \ \ O;P 19>7 �� R\. \ \ \ ay \. \ \ \ - \ \ \ \ \ \ �• 80 IS Ell \ _G1 18.92 TO 19.49 s@' \ \ \ \ \ \ \ d' \ \ fit. b \ �,• \ \ \ \ \ \ \ \ \ \ \ \ p \ \ \ \ �. \ \ , 9 TC 20.26 �.a1B.WE- 8 n ` .5 D EO a•/H. SM� iP442 \\ \ \ L'20 e' ° GL 19.24 _ \ \ \ ASTREET SIGN ._ b,} °.'y. 1' w a•• ' • OIL 19.41 p TC 19.73 #+ D E D \ "�-i ■ 1EL ED. 18.22 TO 76.63 ,. Y® 58; . .. ' < , ` - ' - TO 19.85 ENTEX PIP UN !ti ARKER i7.99. 1' TELE. PED 18.26 - ?C'78:80.•'..,., 'GL 20.40 , INLET TOP OF CURB 18 31 ,�O ° L 31 a TC 20.91 STREET SIGN GL 18 GL t ? i _� TG 20D. 7Y8 8 t8 TELE. PED 1788 y 3D' RCP S FL 1216 p •a 5 ��' d 1 $AS PAINT . r .r `yk a. "e 1 a. 7C 20.14 .aB.34 a. �' , 11r�T(pyP�(�O•�F�F2i1}M]17{�9}Fj/��'�0p' �1i ��{1• .�n ��N S+,c.FY#�!E+tJ�f TO9.QF �21M tE143 .. iI 6 t ) ti e nSR`EiV'L7'R L11VM 7I�a• (/r�,'S 3 ^ s. ^, x ; r •, • TkP D(; RIM t� sp: , �..� i �1871j tA.. _18.60 .. ••.a. .� ,'d .. .. .. ._ ` .� _ _ e'. �49:6• TOPOGRAPHY SURVEY OF 9.135 ACRE TRACT BEING IN THE T. W" LEE SUBDIVISION, IN THE RICHARD PEARSALL SURVEY, ABSTRACT 625, HARRIS COUNTY, TEXAS a $1228 CCI 713-947-6606 DELTA OZ'30'15' CD S 88.3443" W 8 1191.91' L G2:00'. LC. 61 IN'T READ ) 5 8526'04- E 1, SCOT LOWE. DO HEREBY CERTIFY- THIS PLAT CORRECTLY REPRESENTS A TOPOGRAPHIC SURVEY MADE UNDER MY SUPERVISION -ON THE GROUND, IN ACCORDANCE NTH THE INFORMATION PROVIDED ME AND CORRECTLY REPRESENTS THE FACTS AS FOUND AT THE TIME OF THIS SURVEY. WITNESS MY HAND AND SEAL THIS THE 27th DAY OF MAY. 2005. SCOT LOWE REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5007 La n d S.0 rveyi 7438 Evie Deer Park TX 77536 A InC. APPROVED BY; Phone: (281) 930-0201 Fax: (281) 930=0220 CONNECT TO EXISTING SANITARY SEWER 25,00' ........................ ................ R15100' a a_ PROPERTY CORNER -END OF N=9012.7614 CURB E=3696.4907, — 1*— GAS GAS I —P P P F ?.sit. ^ ,M. .:.r ;,. ma I V� ny . t.AI IT 861.1i1>' —cr—.......Tu ............................ SITE LA PORTE Pop 27.910 VICINITY MAP NOT TO SCALE UtNUhMAKK: HARRIS COUNTY FLOOD PLAIN REFERENCE MARK 010305 NAVD 88, 2001 ADJUSTMENT, ELEVATION 23.12 FEET NOTES: 1REFERENCE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS. 2. REFERENCE ELECTRICAL PLANS FOR EXACT LOCATION OF LIGHT POLES, UNDERGROUND POWERLINES/CABLE LINES CONDUITS. 3. PAVEMENT MARKING NOT REQUIRED. DETAILS SHEET WATER DETAILS C8-C9 SANITARY DETAILS C10-Cll STORM DETAILS C12-C14 PAVEMENT DETAILS C16-C17 LEGEND 4 EXISTING ELEVATIONS I7-7-7-= .. , - — '- t , i v 1 SECURITY GATE - • J♦ : ..' < FUTURE ..... _J . 4 STRIPING (REF. ARCH. PLANS) L __..__. _- -_- ___ ___.. __.___._ _.___. n J� �I i ...... 21 m> �a____.V1, �. v,_ x�' s'%.> /.Cla?Ym iI"°# _____...._....__. I—^ -..^`A ...............W.-. Y y\ pplt!l 6f^.r ) FLAG POLE (REF. ARCH. PLANS) �r } g' y {� MONUMENT SIGN (REF.ARCH PLANS) J, ' I AH - i _...,...... ' '... x. +' Q - —_ -,, 13 8 WATE 1 ' ? HY SSEMBLY _. -_... :.. _ .................................. ......... -- IRE _... ^, , .... _-,,;. .J>" ,., ., PROPERTY �Cl]RI�ER' ,..IE=4557.3603 ;..; JL............ ,' ,a 1�9 THRUSTBLOC (RE: SHEET C8) 3 ,... ..__..... __ _.__. _..... . - .... �"- -' _�•�•- .--� I. w--'-~'"' "'" ,v,>� 4 AND14. Y ... .� ............... ........... .............. ... ._.; z .. :FT..;,,, ;:, , ,:,,: _ - _ - .<Q _ ".PENINSULA >,: w, µ ,,) " ®ACCESSIBLE PARKING SI (REF ARCH. PROVIDED LANDSCAPE ANDCPRVES ^ J "r_ 3 J , wJw+ t r � r< t�`};s`:'�' r`a� '?y'ldyXy fib Ctr �l :t, , ,' ----' 3� �MJk.,'3 �>s 58 _ _20' - _ _ - 3` 'y _ - _ , -w Iv- ............. LINE _ GL ILO N ,..:., q.>n•_ ':-„+ , •, r) Ml ., .. I( t t t t �. \ .... �; ' . is 2 , �� ....................i J,�- -- -- — . J > i ...--• w„i>.r..-.w-.' 7".."' t..va...N a\ qx aY_.......... ..__..... 1 aJ.........isci �. r+r ;1LlY:T(x'3Ai='3".. ... '7 '♦_:w:a ,, .,.:..... ' rt.r,..t:.., ..::' ;37lc. ._...__.. ,:..fg. _.... „. z' � .x �3 ir...x t,?; ""'`c ,r,. +C 2 x Z I '`,.J Y.:T {, 1'N' _•.:. 3,Y jai a:I ^`Y. M. ! > .1F1 .t.a a" i 5 J•: v�r.'+'�'>,>a... 3r" ..,, .v, . ,. ' :. ENGINEER'S ESTIMATE - FOR ,r tE INFORMATION ONLY ,,1.. ..£; ACTUAL QUANTITIES TO BE BASED ON ---'-._. _. M """ "`° XX PARKING COUNT PER ROW PLANS NAME OF DEVELOPMENT: LA PORTE POLICE DEPARTMENT CUT FILL ANALYSIS PARKING ANALYSIS: / TYPE OF DEVELOPMENT: OVERALL BUILDING SF SF SITE CUT = 4,250 CY NET BUILDING SF = 16,210 SF SF SIC # 922; GENERAL COMMERCIAL/ BUSINESS INDUSTRIAL REQUIRED PARKING = 65 SPACES SITE FILL = 6,017 CY PARKING PROVIDED = 128 SPACES 1 ,3 = 3 CY LEGAL ADDRESS: ACCESSIBLE SPACES REQUIRED = 5 SPACES' PAVING AREA CUT BUILDING PAD CUT = 21CY 3001 N. 23RD STREET ACCESSIBLE SPACES PROVIDED = 5 SPACES (3 VAN ACCESSIBLE) DESCRIPTION OF LAND: SIDEWALKS: +1,776 CY EXCESS TR 12H, RICHARD PEARSALL SURVEY, ABSTRACT 625, LA PORTE, HARRIS COUNTY, TEXAS NO ADDITIONAL SIDEWALKS LOCATED WITHIN RIGHT-OF-WAY 9.135 ACRE TRACT BEING IN THE T.W. LEE SUBDIVISION IN THE RICHARD PEARSALL SURVEY ABSTRACT 625 HARRIS COUNTY, TEXAS CITY APPROVINGAUTHORITY CERTIFICATE: NAME OF OWNER: ® THIS IS TO CERTIFY. THAT THE CITY OF LA :PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND CITY OF LA PORTE, TEXAS (HARRIS COUNTY) DEVELOPMENT OF CITY OF LA PORTE POLICE DEPARTMENT IN CONFORMANCE WITH THE ORDINANCES OF THE CITY OF LA PORTE. NAME OF DEVELOPER: CITY OF LA PORTE, TEXAS (HARRIS COUNTY) BY: DIRECTOR, PLANNING DEPARTMENT. FLOOD PLAIN STATEMENT: FLOODPLAIN STATEMENT AS TAKEN FROM TOPOGRAPHIC SURVEY SIGNED AND SEALED BY SCOT LOWE, RPLS'NO. 5007 OF LAND SURVEYING, INC. ON MAY 27, 2005. "I HAVE EXAMINED THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 48201CO945 J, DATED NOVEMBER 6, 1996, AND HAVE DETERMINED THAT THE TRACT HEREBY SURVEYED LIES WHOLLY WITHIN ZONE "X" OR AREAS DETERMINED TO SITE PLAN ACCURACY CERTIFICATE: BE OUTSIDE 500-YEAR FLOODPLAIN; AND I HAVE EXAMINED THE FLOOD INSURANCE RATE MAP, PRELIMINARY COMMUNIT PANEL NO. 48201CO945 L, APRIL 20, 2000, AND HAVE DETERMINED THAT THE TRACT HEREBY SURVEYED LIES PAR11ALL I, MARK JANZER, AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE WITHIN ZONE ''X" OR AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT THE ABOVE SITE PLAN IS TRUE AND PARTIALLY WITHIN SHADED ZONE X % OR AREAS OF 0.2ANNUAL CHANCE FLOOD; AREAS, OF 1% ANNUAL CHANCE CORRECT; AND THAT ALL BEARINGS; DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND ARE ACCURATELY SHOWN ON THE SITE PLAN. AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD, AND PARTIALLY WITHIN ZONE "AE" OR BASE FLOOD ELEVATIONS DETERMINED. MARK G. JANZER WARNING: THIS STATEMENT. IS BASED ON SCALING THE LOCATION OF SAID SURVEY ON THE ABOVE REFERENCED MAP. TWIq INP*nPMATInN IS TO BE USED TO DETERMINE FLOOD INSURANCE RATES ONLY, AND IS NOT INTENDED TO IDENTIFY TEXAS REGISTRATION NO. 83296 __._._._._.._._.._._._..._.._._._._.._.._.__._.___._._ ___._ _.._.. _..... dIPBOFHEAOWALL lov0oxu) r ... PCPWWBR _ ORCH -'-' ---- - A ---'-'"- -' _. . _- y HOOAMAY STANDARD OPEN DITCH DRIVEWAY - PLAN eQs FROP03® � e �EAC''�NO 9ABEAlO 6 ACMO 1'-0' 3• 3' 1'-0• N w M C•C—/ w,d•m®CONCaEtE 04 0 VALL 01tt U-04 lOtt LAPUOgil1.2f' OCWOEO'.60• fiEiOSATENO(TYP.) STANDARD CONCRETE VALLEY GUTTER SECTION NTS 1. PaWORCEDCIX4MMPiPE(RCP)aLVER MDCONCPEIEVNIEYGUTtERGRMMIALLOESET BYCUMGIMR. PMU SHOV MD EPROPOSMM DEIOHIM.MMRDMJ EWR1•S RMULRPAWWM014W& EVAMGUITERSMETORECMEMUMMINLIEUOF,CULV9iTS. 2 CULVERTSIZEYALLSEAPPROVFDSYCIt eaNEEiWIFHIB•DWdETMMMloM 3. SPAONOOFTYPE.'0. OR T- V IMMSIMBEDE11MI100YCLIY CITY OF HOUSTON ENGINEERSEEMAWMNO.LD032.OIFORrff'0.ORMAWWNO. DEPA/f11Elrt0GPHa1l0NOFiQIAtdlEN0HIF80N0 02032.OB FORrm ,o-1', DRIVEWAYS WLTHAULVERTS'OR EY GTTERS ON 1. DMMYNAYBECONCFMAMKTORMYOME,MNTBUN.WNICFIWiLL OPEVNO CH Type STREETS NOTPER,InWNDORwATE'SOWS'010K APaanvmeY: AcrswvaeYay . S. A3•FOOTCMCRELEVMVGtMSMIIMSKUBECMMUMM 1L9 GHTHEPRWMEDDNVEYGYME UECOYENf#MDE03U, O a^r TNEPWALL1TENOFM OULVEMMBEMWZrrAD6ET0 _ H�w,sArmexaii�+s+o BISUFRCENTDEPFH.7IEVAiLEY0UITE2SECUONWILLM DATE 05-23-03 CONSTHUCMOF6-11284GCCEMENTPEiOWYAIaOFCONCFEIE W/ONG. 02754-02 °V'ONO: 17201-2 21 12'. MIN. MAINTENACE BERM DIMENSIONS AND RADIUSES AROUND DETENTION POND ® 5" STANDARD DUTY CONCRETE PAVING PLANNING COMMENTS 6 OE 6" MEDIUM DUTY CONCRETE PAVING FINAL REVIEW CONST. DOCS. 6 OE ®<7" CONTRACTOR REVISIONS 6 0( HEAVY DUTY CONCRETE PAVING REVISED GRADING PER V.E. 5 OE NO DESCRIPTION DATE ® 5' WATERLINE STUBOUT REwsloNs ® LIGHTPOLE (REF. ELEC. PLANS) of TEtt ® CONNECT TO EXISTING ;*#0 PAVEMENT - EXPANSION /i*'' *' *0, I JOINT • G. ANZER • .6 ® 24" CULVERT I'di 83 ��'. i �'0� ® DUMPSTER LOCATION @ 6" SANIATARY SEWER CITY OF LA PORTE ® SANITARY SEWER MANHOLE HARRIS COUNTY, TEXAS TO SERVE ADDITIONALY AS SAMPLING WELL CITY OF LA PORTE ©1 GAS LINE ® POLICE DEPARTMENT ® BOLLARD (RE: SHEET C17) ® SITE &PAVING © WATER METER PLAN ® FIRE DEPARTMENT CONNECTION ® POST INDICATOR VALVE LJA Engineering & Surveying, Inc. 6" FIRE MAIN Suite 600rparkDrve FaxD713953502600 ® TOWER AND TOWER FOUNDATION Houston; Texas 77042-3703 LJA PROJECT NO. 1056.0001 ® IRRIGATION METER ® UNDERGROUND POWERLINE DRAWN: JAS DESIGN: JAS DATE: 5-5-06 ® UNDERGROUND TELEPHONE LINE SCALE: 1:40 41 UNDERGROUND CABLE/ OTHER C3 17 UTILITY LINE SHEET: of BENCHMARK: HARRIS COUNTY FLOOD PLAIN REFERENCE MARK 010305 NAVD 88, 2001 ADJUSTMENT, ELEVATION 23.12 FEET a mlp: Ie/ k .. ...... . vomm FN­ GAN" 122' yllu'h�i INLET 1011 INLET 101A 442 N 1 .7614 lid .4907 n' ...... .............. .......... &­_ ................... 0 ................ ..... . ...... . ................. ......... ... ........ ............... ... .......... .... ...... .... ......... TG 21. 0 TFE3V T9 22.00 IF zz.uu TG 21.70SLOPE 0 0,19 % SLOPE 0 0.55 TP 2220 _x_ I _x 44G R '0 SLOPE L4 SLOPE 0 0.4 A I TP 23.00 : X 0 5.0 % I i .9 TP 22.70 TP 22.70 T 80 5 x 0 40 TP 22. 22.5 TP 22.20 40 20 .71 (n 22.85 L: TP 22.70 TP 22.50 TP OE!1 7r1p 0 GRAPHIC SCALE IN FEET ... ......... ................... . . ............. x OE 16.73 40' TW 23.40 23.40 TOE 17.71 23 TP 22.50 . .......... TP 23.4d 113 Z2.00 TB 22 00 V FL 16.50 TP 22.60 23.50 23.50 . ..... 23.50 A c� FIN W11.111111 A. -H TP 23.00 50 TP 22.00 TP TP 23.4-1 v. C 3.50 fP" 4e ,4P 22.40 TP 22.30 TP 22.90 TP 23.00 .......... FP 21.90 ...... .... TP 22.10 I I it 14 II I.R 2 "LE23 .............. x 50 Z4\ 22.0D VAIM 0 FL 15.11 12. P 90 21.85 TP 23.50 LLI 0 TP .2" 53 2.40.......... pG 21.10 22.7 1.0 % I FG 22.25 4.09 21.00 G .7 TP 22-15 ;RIM ............... ................ . .......... a> IE E C3 POLICE DEPARTMENT BUILDING F.F.,,�= 23.50 21.25 %� ., FG 22.25 TG 21 �V 23.50 23.50 PER CITY OF LA PORTE DESIGN STANDARDS FOR DETENTION BASINS, A DEVELOPED AREA OF INL 102 3 TO 10 ACRES WILL USE A STORAGE I DETENTION BASIN COEFFICIENT OF 0.45 AC -FT PER ACRE. 1 63 AC -Fr VOLUME x 4:1 SIDE SLOPE 9.135 AC x 0.45 AC-FT/AC =,4.1 AC -FT 2 23.50,3.5b 21.80 FLOOD PLAIN MITIGATION INCREASES THIS STORAGE VOLUME BY 2.6 AC -FT. x 4.1 AC -FT + 2.6 AC -FT = 6.7 AC -Fr REQUIRED DETENTION 23.50 23.50 x I_Tp 22.80 TP 22.30 TP 22.60 NOTE: INL 103 X, 1 ALL ELEVATIONS SHOWN ARE TOP OF PAVEMENT UNLESS OTHERWISE 23,11 TP 23 NOTED. 0 TP 22.70 23 TP 2310 x a 0 1 S C 2. 0 G I s Uz AREA SHALL BE I S S LL 3. THE STA81LIZED SUBGRADE AND FILL UNDER PAVING AREAS SHALL BE L RA G 21.50 TP 21. HEADWALL Qh I wn =Fl(; REQUIREMENTS SPECIFIED C T M AND PLACED PER THE REQUIREMENTS SPECIFIED IN THE 71 TP 21.90 1 x RE: C12 ®PREPARED '1 C 'C Po P D Y OL Y W GEOTECHNICAL REPORT PREPARED BY TOLUNAY-WONG FOR HALE -MILLS. 23.50 TP 22.80 22.70 61, ZIM L S LL B 1 0 C ro C PIP 4. ALL STO PIPING MATERIAL SHALL BE REINFORCED CONCRETE PIPE OR ALL 'To PIP M H.D.P.E. PIPE 22.80 TP 21.91 �b Lx-x-X-X-A-A x x:#x-x-x-;-x x_x X_ _x_x x - x 5. CLEAN OUT EXISTING DITCH AND ENSURE POSITIVE FG 22.25 TB 22.00 TOE 16.40 DRAINAGE. SLOPE FROM PROPOSED 24" RCP CULVERT UNDER DRIVE TB 22.00 APPROACH AT 23RD TO EXISTING 24" RCP CULVERT AT INTERSECTION OF 23RD AND SPENCER HIGHWAY SHALL BE APPROXIMATELY 0.80%. TB 22.00 E 15.81 JUNCTION BOX 1 X............... .......... .......................................... .......... ............ ............ ........... TOE 16.39 v LEGENDm . ........................ ...... ............ ........ .................. . ...... ............. T. :s> .............. .... ..... ............. ...... .......✓ EXISTING NATURAL GROUND ELEVATION .......... t An IFUT11,JRE .......... I ... I.... - ; - i ry ............ .............. ............... ............... Zo ........................ ............. At -' vYHC11PAL. U TB 22.00 OE 1 ir TOE 16.49 TP TOP OF PAVEMENT ELEVATION ............... m M.. 'a. 3m. MET, ............ .......... ..... 11.1 1 1 C U R T TOE 16.31 Flop t,'L Ti4 Df T9 22.00 F.F. FINISHED FLOOR ... ....... ............ . ........... P, ............. 16.71 Im, 0,43 3, 3 Y TOE e ....................... .......... .................... ............. TG TOP OF GRATE .................. ...................... ... ................... 22.00 113 ........... .......... ......... ........... ........................ ................ I .... ... .. .. u 1,15.07" - ­r 113 22.0 TW TOP OF WALK .............. ........... . .. . ....... . ............... . ..... ............... ............... 01 TC: TOP OF CURB ....................... .... .... .. .................... ............ .............. ............... .................. ....... . ...................... . REA 12.40 r.j ............................. . . .......... ... .... .................... 21?My 4,4i GRADE BREAK 7,11 (1 /2 lil) Z., BY 01/ F. CS ......... ............ . .. ....... A ATE .............. . ..... . ..... ... . ..........w,s . .......... ......................... ..................... ............. . ... .............. FEE, FLOW ARROW en 4' I'd , J�, ........ . ........... 1,0nwr No,/ ... . ... . ..r. S* x++m.rem,rvvxxax v..U_ Li !Ti k;i "' * i i" : i. m iz i i>163 - . T", . I ': I 'Al I upis - ,, !�!X_ ! �- " :­: M , 0-1- i)3 6 S 1 Gi w s oRm _W ' �p- qApv r � Riki WA` . df o TOP OF BANK TAPER TO FINISH z: 4- TAPER TO FINISH GRADE TOP OF BANK',4:1 SIDE SLOPE 0 Lu 0 Ln E5 M 0 4:1 SIDE SLOPE 0-v, 1.0% CROSS SLOPE (TYP.) Ln E; 1.0% CROSS SLOPE (TYP. TOE TOE/ TRICKLE CHANNEL W A SECTION A -A DETENTION POND PLAN NTS NTS W STORM STRUCTURES SCHEDULE STORM STRUCTURE PIPE LENGTH RIM ELEV FL NORTHING/EASTING INLET 101 -A 21.70 16.85 N 90D1.7377, E 3992.4385 270'-18"STM @ 0.26% INLET 1-01 21.40 16.15 N E10013369; E 4269.5922 132'-24"STM @ 0.18% INLET 102 21.80 15.91 N 81369.7370; E 4262.5926 97'-24"STM @ 0.18% INLET 103 21.50 15.74 N 8772.7370; E 426..2.5923 51'-30"STM @- 0.13% -JUNCTION BOX 1 22.55 15.67 N 8721.6573; E 4262.5769 39'-36"51M P. 0.11% JUNCTION BOX 2 20.75 15.089 N 8721.8360; E 3723,3299. 37'�24"STM @ 0.18% MH 3 20.75 15,01 _N 8721.9082; E 3689.5646 JUNCTION BOX 1 1 15.67 N 8721.6573, E 4262.5769 1140',iii,36"STM @ 0.11% HEADWALL IN A 15.82 N 8722.2227: E 4402.3890 NOTES: 1 UPON COMPLETION OF CONSTRUCTION, THE PERMANENT STORM,WATER QUALITY FEATURE WILL BE CLEANED OF ALL SEDIMENT AND DEBRIS THAT MAY HAVE ACCUMULATED. ADIDTIONALLY ALL DISTURBED AREAS RELATED TO THIS PROJECT WILL BE COMPLETELY STABILIZED. THIS WILL BE DONE PRIOR To SUBMITTING AN "AS -BUILT CERTIFICATE" AND CALLING FOR FINAL INSPECTION. HARRIS COUNTY ENGINEERING WILL NOT PASS THE FINAL INSPECTION OR ISSUE A CERTIFICATE OF COMPLIANCE UNTIL THE REQUIRED FINAL CLEAN UP AND STABILIZATION HAVE BEEN COMPLETED. THE DEVELOPMENT IS NOT APPROVED FOR OPERATION UNTIL A CERTIFICATE OF COMPLIANCE HAS BEEN ISSUED. NOTES: BENCHMARK: HARRIS COUNTY FLOOD PLAIN REFERENCE MARK 010305 NAVD 88, 2001 ADJUSTMENT, ELEVATION 23.12 FEET 0 0 :J T N � /0-6 2� c= �0 3 T J0 3 CL CL o CD CD 6/ to �o I j �ro 0o C. c� � y O 0 �0- C i i sx xxr;,':'<ma'err;✓s..:am;,:�'xxrxu::c�'wnzxm::rxnw.� f: M:[ r 1-1:, IRRIGATION x.R* r4 METER �;. (REF. IRRIGATION PLANS) 4 . rr..y> �' t gxrn'ux:a'rca�asvaa.xamva�'a�m;w.:wvxx�v._s-.>a� � ssxrMurr emz.rrrs�.am�arttz>avuv? i ._ [- i s fs, i iTR.f` `:✓. _ ...,•a:�:..., .:.�.1 s%n(;.,. ., �grcx�+..es, ette.,rs,. acanrx,xw+xsaw:.0 r.t� i f I s 'r l4`..A� Y"...t ... il. > e � h .l PROPERTY CORNER > ..,. > > N=9012.7614 i •, `�'> � �� ;,1 �j(': �-;;., { ♦ a k II - rY _. i HXMI,.i'. Nk:• ,6,3 i, ' ( � ... K •_ ` q¢ _ ..^3:uEm�A .Yv'ZL'�.plS':.t�'�ttK:aiiir�:' 2b'Cx�FST�d�t�aSYM 'rs .Cttawsnxxrrvu; xamxr:eizmxrR�z':'ttrrxxaxu �acrei:{er.:r ,m::trnra:sr>� 5� � :Z^.,9T m#.C$`lip X . EXIST. GAS LINE 2-6". IRRIGATION 5.0' (FIELD VERIFY EXACT LOCATION) ....... WR!M;:1i la), & ll r, 1 o v T 1 ,, 0leXl tCz'I} t" C a.s Lt'<'W>!✓!xf` Lt`. r"AAY!"D U V C;kt' Iy} Iy OF, +grl�y'Cy AAA I p ..°zzf..% ss .Tail 11v THE, CLAM CHM I zool CONNECT TO EXISTING SANITARY SEWER MANHOLE @ FL 16.25 INSTALL SAN. SWR. DRO STRUCTURE IBORE APPROXIMATELY I 74 L.F. UNDER ROAD • : SLEEVES s n 8 T ' > 5 ( <: EXIST, 8" WATERLINE POWERLINE f 1-FIRE DEPARTMENT SEWER ®MIN. 0.65% 1 t:.Y, ;;;Fi;l:i.} " REF. MEP PLANS CONNECTION REF. MEP PLANS FOR CON- 176 LF. 6" GAS LINE SAN. S R. C.O. IGAS G `iAS S P SAN. SW C.O. FL 19. 0MIA FL 18.91 SAN.. SWR. C.O. FL ,83 _ 15 L.F. 4" SANITARY M.H. FL 1 - OST DICAT REMOVE EXIST. STUB UP ND SEWER @ MIN. 2.1 % VALVE BLOW -OFF VALVES BEFORE (REF. MEP PLANS FOR MEP FL 19.75 MAKING SERVICE CONNECTION CONTINUATION) (2 TYP•) „ 234 L.F.: 6 SANITARY < STANDARD SANITARY 1-3" WATER METER ® ' SEWER MIN 0 65% ® SEWER MANHOLE TO N=8972.0664 (REF MEP PLANS :FOR SERVE ADDITIONALY AS E=3895.2192 CONTINON UATI® SAMPLING WELL N=8943.7909 ENT 1-4 RRIGATIO SLEEV E=3855.3964 BUILDING r r r FF = 23:50 T...... r r c cr cr ' cr Y TELE. AND CABLE UTILITY REF. MEP PLANS w: fin.• Ir. i W uj N n v , ''•}��ykk� Y s 1 S5 , , �F4 N l....y vii J li.>I`'� m:o-ax>ramuanxmn�cx'n,'�.mxe= 'GF's' PROPERTY CORNER G'ii • , ' `"`» N=9022.7514 rf .: — ` E-4426.5707 I I D I 1 24" IRRIGA ON SLEEVES x LL ai 0 o ; • o 0 0 0 xicsuric s-ax.:z„rxzrr •x tt``x 1 ............................. i >t' :; x, i ; X L _8 ....... ........ ... '�. L_ 1`a X—%—X— —X—%� X Xx� X—X——X—'X—%—%—X— .... _......- .._.- _.. .,.. ... _... ......................................... .. ........... 'a ............ ....... ...... c ` .................................................................. .. ........ ... .. .:. .. ........... .. .... ...... _... ........ ..,..._,._...._.___ ._.. _..11.... ._ .. .... ......._.. __...._. ........__.._ ..Q _ ...._......____.__ _......_ ....__...__ __._.._...____ - ,.....t• - _.... AI uu ra � Y w`;;", .....>.. '.............. .. v. .> £,.�,p�4 ' yi 1-4° IRRIGATION _ �>4< ! �" SLEEVE................. .. ....................._ ..... ............e ........................ .......... .... J............ ... t s'.-:sYm(wt s a2�".n ass m'kv^u+ P s v, £ ; <Yf� ......... ........................... ................................................... r ~3.xnx.xwxew r�'' SEE DETAIL A 3 I~p' TUR _._... THIS SHEET 3 CIA > -- 190 ................... [ .. ......... .. _.,. � i wykz y Rgy �.i A.t�Af�. _ � <ys�g f I 4a ..............I I € - - ................. ............... I- - o------------ 1 6 ! ... t t : [............ ._, ..., .. _..... .vf.. i STORM SEWER (PROP.) ' �D DETAIL A NTS i NOTES: 40 20 0 40 80 GRAPHIC SCALE IN FEET 1 „ = 40,. NOTES: 1. ALL WATERLINES SHALL BE BURIED 4' BELOW GRADE, EXCEPT AS NOTED 2. CONTRACTOR SHALL REFERENCE MEP PLANS FOR EXACT LOCATIONS OF WATER AND SANITARY SEWER CONNECTIONS. LEGEND ® AUGER —x — x - SECURITY FENCE TRICKLE CHANNEL a A -INLET FIRE HYDRANT yr VALVE Q LIGHT POLE WATERLINE — — — — SANITARY SEWER �^ -..----.--.....-.-- . -.-. STORM SEWER 8 LOCATION OF TELE. AND CABLE ARE PER MEP GAS GAS LINE AND SHOULD BE COORDINATED WITH CITY P POWER LINE (REF. MEP) OF LA PORTE PRIOR TO CONSTRUCTION T TELEPHONE LINE (REF. MEP) FINAL REVIEW CONST. DOCS. CT CABLE LINE (REF. MEP) REVISED GRADING PER V.E. m REVISED PER CITY COMMENTS IRRIGATION SLEEVE IRRIGATION — ,ICC/.�Ifl TlllAl BENCHMARK: HARRIS COUNTY FLOOD PLAIN REFERENCE MARK 010305 NAVD 88, 2001 ADJUSTMENT, ELEVATION 23.12 FEET 3 -o m E C a co Lo 00 o/ �Ln O I U 00 o� / c Y o eo h d c- 1 m ,vrrrrtx . ORIFICE CALCULATIONS Q PRE -DEVELOPED = CIA = 0.20 * 5.38 IN/ HR * 9,135 AC = 9.83 CFS 10" RESTRICTOR PIPE DESIGN CAPACITY: Q = CA((29h)A(j)) 9.83 = 0.80*A%2*32.2*5.95)A( j)) A=0.62 SF = 10" DIAMETER RESTRICTOR 40 20 0 40 80 GRAPHIC SCALE IN FEET 1 " = 40' LEGEND INDICATES MANHOLE/ INLET NUMBER XX INDICATES DRAINAGE SYSTEM X X.XX X.XX NDICATES ACCUMULATED C.F.S. 3/YEARS NDICATES ACCUMULATED ACREAGE PROPOSED PAVEMENT INDICATES WATER SEWER EASEMENT 20' W.S.E. PROPOSED STORM SEWER AND MANHOLE EXISTING STORM SEWER AND MANHOLE PROPOSED STORM SEWER, TYPE "A" INLET EXTREME EVENT ARROW PAVEMENT HIGH POINT F lowline Flowline EL Hydr_ EL Hydr_ Pipe Pipe ®kited Intensity Sum of Tlme ofi Reach �iamt_ design design [=-I atn Elevatn' Actual - Hydrau- Change Gradient Gradient Top "Top to to inofiF Flows Conc_ Length or Rise. Span Slope Mann- Capac_ V Fall Upstrm Onstrm Vel_ lic grad- In Head upstrm Unstrm of of T_C_ Subgrade oeff Sum of 1 (%) ings n (cfis) (FT7S) (fit) (fit) (fit). (fips) lent (%)" (fit) (ft) (fit) Pavement Pipe COVER COVER C C A IN/HR CFS (MIN_) (FT) (IN_) (INCHES) .... ... .. .. .... ...... .. > .. .. >.. � ,.,:. �-5'3.�+.su ..... ... . ..:>..,.. .. ->.,.. <, ., .. _: :. <:.-3..;03 ... .... ......__ >.. x ., ..� .._.::.... ra... ._-. ... '&� ,�.,.b:.C7Ak. ...,.... .,,. .. .. .,... .,, ..... ,.,.. .., .. :..: ,... ,,.. , 1.6..85 t.. ., .... r., ..: .:.x .:.,..., q ..... a ,.:: _.. .. _., _. ,a.; 16.,1;5,;;.., t .. v . .. , .. _ .... .., .. .. ,,,: , _.2.?2. , rm>p -u , ,. ,. -d - .,.10:ti'2 s>xYws... _... �:.. :a.. e R rJs°d'3✓' ,k 19:28 .. .. .vl 'i...� .:'�'♦ ,.c. `�ze..,i,a .�,cF. tT..„... , o' 9.60 " f-06 3..,_, ` 1 S'e jd,'l51 ?-. 2:314?. " 0.09% 0.117 '19.28 1 9:16 21 .40, 18.40 3 00 1 50 '... v y=, i'.. '�' r .. �: ?`-. :. :. 'x 6.43 1.'I .48' -..,..:.- 1 32 . --.... 24 .. ., ">.„.' > , , f. r,. +s..., kx � -,....;. 0.18 /o. ,>,,,... t d 0.013 xc, r, .a c:.>~.. . ,.. m+<v": -z,k - ;. :.::. ...... .. ,;,..... "0.24 - .. /..�>..iTN ^3'� c.,. , .16 ... :.:,'.. ; ., ':' .,........_.. _. 1..5..9n1 >,:, :,z- ,..r. r..... ,. -.,. .,.. 4._, ,. „ , , ., .,. n ( '.. ., ... O 0.1 4 / ..,. <„> ._,: 2, i i < "3 ,,, , . ',, ,.., _ � ak .. „k3$ . s. t- >,x ..f'_ 19.02 „<„�"-y; ,. .;>,. .,r e ♦. . � _ .. 'I _t. . max,:- <z e ,, 'NE - d i� z "'r..:,_..`k3zn. ..us>. =ti:, "'_;. a , .'SJ:v .. r v ... �� .,., - ...„..... u < x.. '3°5>.� �Y ate« ..... 2... Y, . , zx ,S`'�[r�»�j1�c . , s✓. ,Y .. .. �.r �,.a. ,v<�.,�"2. z< �.. a r, ,. riz...: . xs;'.>< .Fa O.l e.. x. r.., .., o 0.1 3./0 .� , ..:, ,r - .. ba .<S. , ✓t., 0.01".3 H s. .-. �,.. f,6Q-` u<„ ,��a` 1 4.79 ,.. . ......., . .... ..3..A.6,., ;r'i "".. : ! ,. ,...., 3.<Q.1 ,... .. ,..,...., u`.,z.O`m 0..07 .. , . .. ... , '•a'k `/?4 ....,, ... .., , v..n>.: '.':1 S.57r:' , _ _7.3;.... ..<,:2. < ., i, : ,. ... 2;38:� 0.08010 a. s, ,`�3, . 0.041` �„ „ ,. ,».,�`,:£.ijw�'ce.'F ,.,,_ .. 19.:02 ,Y�>'>_ tom:.-o.>,..:< ":�: ff?,.. 1,8.t`i'T., 1 8.9.8 18.08 21.50. .. .. :,� '22.a:.3W:>.�x2...._....Q 1.8.53 r�y�q,� .'..,, 3 2.97. 1 47 ---•-- 0-85 2.25,s. '-+-�••,�. , �a.,u.. !��:. > *' '�:: �. .,t; 12.73 . 51 30� .. , .. .. .. _ .. _..£: v, , e. 5 ,. a.. 3- , <-, x„ ,.. <....... e u .. > .« :--. .may S .°i, W � ��,._>. ..�. .... -,. u .> .>c.:>.. ... ..n., }3 s F.... v. un .. c 3 4 »+, »>...-_:�.�.".,.::,:;. .,. ... `3:2",rr . ,., _....... 3'..,... .. ,. - ,.z:, „; a. .. ,:. , ,.. .. ,. 05 ,... ..� ,..;•.. ,. '.:r-.. „ - . ,.. v..,x„ "iv a:x .. s ........ ...... _.,'ems ._.at 'a' 3 i -. . t� y�? 2 ,z. z' 1 �xe1_.. n:lDS .., us,-w N .�., ;x, , .. -,. 3 e .. > a ,. ,F -Y,f. CF i>a`i'. txz: �'' a a..; yr. .,,. . _..a . ....,' . ,,. ?,ta .. .. ..t .1. '2 «... Sx`%YY.... 2}F...rL�,v1 ., ..,, ,.. ..... .. , ... ,. ... 3.1"� i., ..:uLQ. s',', d 7,. x, , ".x�,aq .. ,,,.:... > ._ ,., ....., L5? ..,.,.. a .... ........ ... 1 .; ..< ... .. <,,.-w. 1.5_08 ,,._. .,...,,. ... .,3;-8@.,: ........ ........ 0.17 /ohs i ,<PP tza.,?�a�0.,..:..n z,,.. n »y ,�;. y.. .,� ,,. -�_,. ..,,.. , ..:. e•.,, r sx ..,zu .....:.:.......! .,... ,.. y ., +s3 >I .».. ,..., :£�: se r_r v ,.... F.; ";.,,.... ..>� .. r✓ . .+ev ' ; ..r�4� s M� <-?.r>.y >'�S i .... .. V>.sL. >. ; 1..:..<., i'Y„ ,,{_. J .,i , '�gJ__f,P ,�` 1`�t.5i� < i�.,'�'v'T3'._.,�Y.�.�' x,Pnt.,,., i„� .< � ,,,.., ,,. .. 17.01 ,,....,; x,�:.e,_ :ksz x > :,, -, ... a ,. t ,. a?z.-ri?Fv.4f :�,,�i.�,,, _:.- ,>. ,.... .. .. ., ...,. .. .. t., .., ,,... e ,.:::.. , ,< .. .... .... .... .. ....r . t, c,"... u_,. . ... ... ... ,., , ,,e.. ,.,., ., ,.. .., ':t.:a A s "._;..Y z ., 3 „z,_ _.. ., xu.,.., -?� z :. -x,. `�. n �,�,r?'.. „vw _�3,1E>t&Y'✓ex�+> .z. =s^..� ..., vv f .A .., rt, sit'C,<S, .bt n.. 'hw.. asx.� ,. FsX r.. ,A i> "E , _d'. �%/a'.>�'�Yw� h > ,"f�. `"S s2 . a .,<.. w_v Fis ...>. a c". _ _ s.,x<.. t s'»zx Y �>s �<x, z .,.� 3..0 a ;::< »"t c.. ..i Y t i :ar' .. sv" �,±, ...>v,,,. Y ,. t_ , ., _ t7 i"���� NEW >. t,>'r.3�,C`�<:�#�>,4'�K ._. „ s.......... ..... .... <.... ,. - .. x ,nxe .,._:..:. ✓vxc _o-�. .u> a sa>9d .mssarsreA,. _..,v NOTES: 0- 3�: 0- E U) O C:> 6- V) Q0 CD 0 0 'D E E o 00 U V) m __j to co .2 0 E 0 0 0 0 0 0 < =1 s I IW-Y5 ...................................... ....... ­ . ........................ BF�ASS D15C Cc SAPV'S pilt & POA7 f�.! 11'fN m mv 20 AT ONTRAINCE1 DN' i KErmu.; �5,40-w Ix 7�nj,i% cr&41? cm"zy� WA24,85RED s-=AA1 AlIZE, NAVD T 1�vvo, mw ADJU511711) F STABILIZATION. CONSTRUCTION ACCESS k7 I . ......... .... .. .. ... Bier.ND 5 R UW-Nn 0 007, ve, A, 3t9 f�AS RIA it Wk z ........... sY lip .......... ........... Lu i Z -�Ni:: *APN:!) MACY, Ai 1 2 H,W Y. t IPB i AfIRIV -s 661.32' A y X F-r, -9[91 x p; I Ljo I:0> POLICE DEPARTMENT BUILDING T. I .......... vo vm umss' x — x x x — x x — L_ x — X X 1PB x 6z x — x — x — x 7 x u21 x x x x x x x a-�j �1-1 pa— i� IPB 4 X — X — X — X — X — X X_x K—X—X y 40 20 0 40 80 GRAPHIC SCALE IN FEET 1 " = 40' 7 REVISED SIL FENCE LAYOUT _7 x 40, DP'L TA 5 F4v0333" yF i .................... ......................... ....................... _1.11 ­­­ . I I I ................................... . . ........ .............. ...................... .............. .( . v- .... ­ � . .... ...... w0r, TNR ............. ................... ...... .......... . ........ .. ........................ .......... W ... A' :7 .................... .. . ........ ............................... ............. .......... dddd vo ................................ ...................... N .............................. —T s1l. ... .. . ...... I ....... TV 30- qCf, 5.V1 el. IFF .. ..... ETTY�l o� )T.n, a 00' .......... ........... ............... .............. ................. fy (Fo \v .......... ................ ... ... . .................... .............. I ­,�,�; x �, - pjp EL >4— � �(Ff I -Y. .. .... .. . .... —W JA (FF\- r" 'AWIP 4ICY . ....... ol. �'.w (FF�— 7 �77 .. . . ...... I. . ........ . . ........... . . I .. .. .. ......... dh­s mnw, In, 1?> .. ........ . .. ..... ­ f: ilk i4l 0.1--i R, 16"4 ... ....... .... FIF. . ...... . ..... . ........ .......... "s LU mw LEGEND EROSION AND SEDIMENT CONTROLS 1 SEDIMENT WILL BE RETAINED ON SITE TO THE MAXIMUM EXTENT 1PQ PRACTICABLE F-1 INLET PROTECTION BARRIER 2. CONTROL MEASURE WILL BE PROPERLY SELECTED, INSTALLED AND MAINTAINED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND MAINTENANCE FILTER FABRIC FENCE (TO BE LAD GOOD ENGINEERING PRACTICE. IF DAMAGED OR RENDERED INEFFECTIVE, X— x OUT/CONSTRUCTED IN FIELD PER NOTES THE EROSION AND SEDIMENT CONTROLS WILL BE REPAIRED OR REPLACED 1, EROSION AND SEDIMENT CONTROL MEASURES THAT HAVE BEEN FIELD CONDITIONS) IMMEDIATELY. IMPROPERLY INSTALLED OR HAVE BEEN DISABLED, RUN -OVER, REMOVED 1. FOR STORMWATER POLLUTION PREVENTION PLAN OR OTHERWISE RENDERED INEFFECTIVE MUST BE REPLACED OR CORRECTED�ir`±-4 STABILIZED CONSTRUCTION ACCESS DETAILS, REF: SHEET 15 3. WHEN PUMPING (DEWATERING) STANDING STORM WATER FROM THE SITE, IMMEDIATELY. THE OPERATOR SHALL USE APPROPRIATE BEST MANAGEMENT PRACTICES 2. FILTER FABRIC FENCE SHALL BE INSTALLED ALONG THE SOUTH AND (BMPs) FROM THE STORM WATER MANAGEMENT HANDBOOK FOR 2. MAINTENANCE AND REPAIRS WILL BE CONDUCTED WITHIN 24 HOURS OF EAST PERIMETER OF THE SITE PRIOR TO CONSTRUCTION. CONSTRUCTION ACTIVITIES THAT ADDRESS DEWATERING ACTIVITIES. INSPECTION REPORT. X RFB X REINFORCED FILTER FABRIC FENCE UNTREATED/DIRECT DISCHARGE INTO A STORM SEWER WILL NOT BE (TO BE LAID OUT/CONSTRUCTED IN ALLOWED. FIELD PER FIELD CONDITIONS) 4, IF THE INTERIM, PERIOD BETWEEN CONSTRUCTION OF UTILITIES AND STREET CONSTRUCTION WILL BE MORE THAN 21 DAYS, THE STREET RIGHTS -OF -WAY WILL BE MULCHED OR OTHERWISE STABILIZED WITHIN 14 DAYS. 5. AFTER PAVING COMPLETION, NEWLY GRADED AREAS AND ALL EXPOSED SOILS WILL BE COMPLETELY STABILIZED. BENCHMARK: HARRIS COUNTY FLOOD PLAIN REFERENCE MARK 010305 NAVD 88, 2001 ADJUSTMENT, ELEVATION 23.12 FEET NOTES: CONCRETE THRUST BLOCKING a a e I d a a a NOTE: USE MECHANICAL JOINT FITTINGS TEE N.T.S. _ - NG NOTE, USE MECHANICAL JOINT FITTINGS 450VERTICAL BEND N,T.S, NOTE: EBAA FORCE -RESTRAINT SLEEVE SHALL BE ON ALL MECHANICAL JOINT FITTINGS. SET VALVE IN CEMENT GROUT OR CONCRETE COMPACTED -�J i \ (' -PRECAST CONCRETE PAD BACKFILL 3" THRU 6" VALVES V-3" SQ. 8" THRU 14" VALVES V-6" SQ. BLOCKING FOR GATE VALVES 14" & SMALLER - USE MECHANICAL JOINT FITTINGS N.T.S. THRUST BLOCKING NOTE: 1. USE MECHANICAL JOINTS 2, EBAA FORCE -RESTRAINT SLEEVE SHALL BE ON ALL MECHANICAL JOINT FITTINGS. 900 (1/4) PIPE BEND N.T.S. s s PAVEMENT (BY OTHERS) METER BOX W/COVER SEE — CITY OF LA PORTE STANDARD DETAIL NATURAL GROUND 2" GATE VALVE W/ M SQUARE NUT 2" DIAMETER LINE f STREET ELL N LOOKING UP W/BRASS PLUG Y' PEA GRAVEL SIDEWALK 1'-0' y PAVEMENT BARS 024' EACH WAY. TAPPED PLUG OR APPROVED — SERVICE TAP W/CORPORATION _ - STOP i -------JL- JL---- -a I WATER LINE. 60x6" 14w) WELDEDJ11A `SEE STD. EXPANSION JOINT DETAIL (14w x WIRE MESH ST AROUND TOP OF EACH VALVE BOX PERMANENT 24"x24"xB" CONCRETE BLOCK ONLY HEN VALVES ARE LOCATED IN ROADS SIDEWALKSBLOW-OFF-DETAIL N.T.S. NOT APPLICABLE NOTE: ADJUSTABLE CAST IRONALL FLUSHING AND GATE VALVES TO RISER & VALVE BOXBE A.W.W.A. STANDARD 0 NTH(TYPICAL - NO P.V.C.WISE OPENING W/RESILIENT SEATS. OR A.C. ALLOWED) VALVE BOX SHALL NOT CONTACT GATE VALVE BOX SYMMETRICAL ABOUT HALF SECTION �— HALF SECTION UNDER WATER LINE UNDER PAVEMENT NATURAL GROUND VALVE BOX INSTALLATION DETAIL SOD OR SEE (AS REQUIRED) PER - N.T.S. CITY OF LA PORTE STANDARD SPECIFICATIONS PAVEMENT —� r-- NATURAL GROUND VAL WATER MAIN. BLOW OFF VALVE N.T.S. n 1 / %/ %/ / / I SUBGRADE ii I I li I— �! l l i li l iil i l �j /�� \_i BACK ILL PER / / /_ / / I/ i i / CITY OF LA PORTE / STANDARD SPECIFICAM\NS/�i N , t- SEE NOTE •r ': Y. • SEE.'.••. '•.'SEE'.'. ' NOTE 1NO7E 1 O� DRY BOTTOM 1 4 LINE NOTE: 1. SEE CITY OF LA PORTE STANDARD DETAIL 2. 6" MIN. FOR MAIN DIAMETER <20" 12". MIN. FOR MAIN DIAMETER>20" WATER DISTRIBUTION MAIN BEDDING & BACKFILL FOR OPEN CUT TRENCHES N.T.S. U w F- 0) w w o a F- > w 0 RECORD DRAWING OF EXISTING WATERLINE (NOT FOR CONSTRUCTION) BENCHMARK: HARRIS COUNTY FLOOD PLAIN REFERENCE MARK 010305 NAVD 88, 2001 ADJUSTMENT, ELEVATION 23.12 FEET NOTES: NO DESCRIPTION DATE REVISIONS q 'OF �l1 54 •: . ... ..... .......... j/ K83 ......• BANZER -SID CITY OF LA PORTE HARRIS COUNTY, TEXAS CITY OF LA PORTE i POLICE DEPARTMENT i WATERLINE CONSTRUCTION! DETAILS LJA Engineering & Surveying, Inc. ZIA 2929 Briarpark Drive Phone 713.953.5200 Suite 600, Fax 713.953.5026 Houston, Texas 77042-3703 LJA PROJECT NO, 1056.0001 i F c DRAWN: JAS DESIGN: JAS DATE: 5-5-06 i SCALE:NON60 ! SHEET: C8 OF 17 f I 0 ID J L L D U L J c D L 3 w I BENCHMARK: HARRIS COUNTY FLOOD PLAIN REFERENCE MARK 010305 NAVD 88, 2001 ADJUSTMENT, ELEVATION 23.12 FEET Mm z cc u c 0 t o oc c o' �c I c_ i (D C) oc c� 2 Al �- FINISHED GRADE EXTRA THICK AND WIDE MEDPRENE RUBBER GASKET 4' MIN. MAIN MAIN SIZE SIZE 16" 12" )450 TYP.) 14" 10" 12" 8" 10" 6" 8" 4" NEW TABLE-v o WATER MAIN (MUELLER BRONZE SERIES 13400, \ ROCKWELL 315 (EPDXY COATED), FORD 101 (EPDXY COATED)OR APPROVED EQUAL GATE VALVE WITH BOX TO BE OPEN LEFT TAPPING SL EVE TO BE EPDXY 0 rSTAINLE COATED CAS RONOR SS STE TOP VIEW TAPPING SLEEVE & VALVE DETAIL N.T.S. PROVIDED BY OWNER (FOR REFERENCE ONLY) 3 0 m m VALVE o RISER PIPE - w m w m m z I I rTEE f =6" BRANCH e. Bd d CLASS "C.. d' Z CONCRETE z 0 d d' A TEE 6" OF BANKSAND, EMENT SAND, D PEA GRAVEL 6" BRANCH ON MAX 6" AND MIN 2" STREET 1 Ez TYPE "A" BOX 0 � m 6" VALVE l� N �c o z CONCRETE BLOCKING NOTES: 1. LOCATE FIRE HYDRANTS AT PCs OF THE INTERSECTION CURB RADIUS, 3 FEET BEHIND CURB OR PROJECTED FUTURE CURB. 2. ON OPEN —DITCH ROADWAYS, SET THE FIRE HYDRANTS WITHIN 3 FEET OF RIGHTS —OF —WAY LINES. 3. THE FIRE HYDRANT STEAMER NOZZLE SHALL FACE THE STREET. RE HYDRANT 1 6" IALVE d e a • e' CONCRETE BLOCKING PLAN FIRE HYDRANT PLAN & DETAIL N.T.S. PROVIDED BY OWNER (FOR REFERENCE ONLY) WATER DISTRIBUTION NOTES: 1. PRESSURE TEST OF WATER LINES 20 DIAMETER SHALL BE AT 125 PSI FOR A DURATION OF 8 HOURS. PRESSURE TEST OF WATER LINES GREATER.THAN 20" SHALL BE AT 150 PSI FOR A DURATION OF 8 HOURS. 2. FIRE HYDRANT THREAD SIZE: PUMPER CONNECTION 4-492 SIZE = 4.492" 3. ALL WATER METER BOXES SHALL BE NDS MODEL NO. D15AM42-DISB OR APPROVED EQUAL. BOX NEEDS TO BE COMPATIBLE TO NEPTUNE PRO -READ.) LOCKING LIDS WILL NOT BE ACCEPTED. 4, PROVIDE "UNI-FLANGE" OR APPROVED EQUAL PIPE RESISTANT AND CASING SYSTEM ON UNDERGROUND PRESSURE PIPE SYSTEMS, S. ALL WATER TAPS SHOULD BE PLACED IN LINE WITH PROPERTY CORNER OR PLACED HALFWAY BETWEEN THE FRONT LOT CORNERS, OR ATTIC OF CURB RETURN IN MULTI -LOT SUBDIVISIONS. 10 REMOVED UNUSED DETAILS NOTES: BENCHMARK: HARRIS COUNTY FLOOD PLAIN REFERENCE MARK 010305 NAVD 88, 2001 ADJUSTMENT, ELEVATION 23.12 FEET z E� of o� 0 I j oCD N O C Y � N O O �CL �E Eo oa_ r HALF SECTION UNDER HALF SECTION NATURAL GROUND ^ UNDER PAVEMENT NATURAL GROUND - \. J PAVEMENT IA SUBGRADE S 04 ItS MIN SEE NOTE 1) r SPRNG LINE y� JOINT FILL ANNULAR SPACE ° L • • AS REWIRED V• MA SMA WAtVVA\\VA\.'.? AUGER PIT ': EMBEDMENT MATERIAL . DRY BOTTOM ELEVATION FINISH GRADE NATURAL GROUND VIIAVAVA. I�.iJ=l : �j�.�%� A BACKFILL MATERAL AS SHOWN FOR TYPICAL TRENCH dam• FOR ENCOUNTERED SOIL t. SELECT BACKFILL FOR RIGID PAVEMENT: i I' CONDITIONS FLEXIBLE BASE ASPHALT PAVEMENT. MATERIAL FOR I �]• yl �I� �� j IL` 2 PROVIDE CASING AND SPACERS AS REQUIRED BY OTHER APPROVING AUTHORITIES. '• .• .':: •n'�r! `"`\. AUGER HOLE (FILL SPACE AS REWIRED) ?' I � SPRING LINE 6' MIN EMBEDMENT MATERIAL AS SHOWN FOR TYPICAL TRENCH ' FOR ENCOUNTERED SOIL CONDITION yy��•��nn [[��• BOTTOM OF AUGER PIT . AUGER PIT WIDTH (� SECTI ` J SANITARY SEWER BEDDING AND BACKFILL AUGER PIT AND AUGER HOLE N.T.S. REINF❑RCED C❑NCRET MIN, THICKNESS 6" 3/4" EXPANSI❑N J❑INS AR❑UND ALL SAW -CUT EDGES ter' 1,5 SACK CEMENT STABILIZED - SAND BACKFILL COMPACTED TO 95% MAX, DENSITY I, (V T ASPHALT T❑PPING MIN: 1 1/2" TYPE "D" H❑T-MIX ASPHATIC C❑NC, 1 `—BASE BASE REPLACEMENT SHALL BE CRUSHED LIMEST❑NE MINIMUM 6", BEDDING AND BACKFILL UNDER PAVEMENT N.T.S. MIRAFI 600X FABRIC LINER OR EQUAL (MIN. LAP 12") CRUSHED CONCRETE OR CRUSHED STONE 3/8" TO 1-3/4" (N❑ LIMEST❑NE) NOTES: I 1, "CEMENT STABILIZED SAND" FOR BEDDING OR BACKFILL SHALL BE TH❑UR❑UGHLY R❑DDED, PLACED AFTER PIPE IS LAID AND COMPACTED IN ACCORDANCE WITH THE SPECIFICATI❑NS, 2, "EARTH BACKFILL" SHALL BE COMPACTED, IN ACCORDANCE WITH AND SHALL MEET THE REQUIREMENTS OF THE SPECIFICATI❑NS AND SHALL BE PLACED THE SAME DAY PIPE IS LAID, 3, 6" OF "CEMENT STABILIZED SAND" BEDDING SHALL BE PLACED IN THE BOTTOM OF THE TRENCH BEFORE LAYING THE PIPE AND MAKING UP THE J❑INTS, (III •.<, : '..,• ,'O : Q.: Q1�, 12" TYP, Q i .a ON SITE STILL BACKFILL TO BE PLACED IN 8" LAYERS & COMPACTED TO 95% MAX. DRY DENSITY. EARTH BACKFILL A, L Z CA BELL ON B& S PIPI-j. M .L N I MIIfin\' BEDDING AND BACKFILL NOT UNDER STREET OR DRIVEWAY PAVEMENT. N.T.S. NOTES: 0 O O 1 CD z W W 0 W V J O a I- LV O EL Ll 0 E J C) c 1'7 � 6 V oC' o; �o Er oc V) M- J N N LD 0 6' NATURAL GROUND /4 BARS C".) 2N SOLOPE TO� I F3. 4' n2•.. 1. U Z• D ETA I L " L 1 " e' N.T.S. 0'-3' y4 8AR5 p�1tzz1'-0' BIAS o 12.. O.C. • '0' 3 C.C.BS. lT•) 2' —T TYPICAL WING. ELEVATION N.T.S. nFTAII "L2" N.T.S. PLAN TYPE A N.T.S. 4'-8' 4'-B' i f01(36" I; II I \ � I i I71 _r F- -------- — -'' +'- 6' F----------- - - - - - - - - - 9 _3j' 10'-3h' FRONT TYPE A ELEVATION N.T.S. ETAIL "A" — ONE TYPE "B" NEADWA N.T.S. 6" THICKNESS F' c=3000 PSI CONCRETE 1211 1211 1/211 1/2" 1- 4 a a a a da r�4T� #4@12" C-C EACH WAY DEFORMED STEEL BARS Fy=60,000 PSI TYPICAL DETAIL REINFORCED CONCRETE PILOT CHANNEL N.T.S. °• a 1 I IV'lL IV.�vv l_ END, RE: DETAIL 9 ELEVATION MR v FRAME 2'-6' 1/4 SECTION Y-Y TYPE "A" INLET N.T.S. 2'-5 3/4 GRATE 1116 (TYR) 3' 13�8 1 T SECTION X-X TYPICAL GROOVE Specifications END, RE: DETAIL P CONCRETE Class 1 concrete with design strength of 4000 PSI at 28 days. Unit is of monolithic construction and is designed conforming to ASTM C-76 Class III, Wall B. REINFORCEMENT: Grade 60 reinforced. Steel rebar conforming to ASTM A185 on required centers or equal. JOINT SEALANT An asphalt based mastic shall be used at the tongue and groove ends to provide a watertight seal. I 0 1 J 1 !n GROOVE TONGUE TYPICAL END DETAIL DIMENSION SCHEDULE OF C-76 TONGUE & GROOVE PIPE PIPE SIZE I.D, O.D. WT. / FT. AVAILABLE LENGTHS REINFORCEMENT WALL THICKNESS WT TONGUE LENGTH TL GROOVE DEPTH GD SLOT DIM QUANTITY L.F. A B 12" 16" 100 LBS 4' OR 6' W 2.Ox2.5 3"x8" .2" 2" 2" 13i" 14w" 15" 19i" 125 LBS 4' OR 6' W 2.Ox2.5 3"x8" 2r" 2w" 2w" 16i" 17y" 1811 23" 160 LBS 4' OR 6' W 2.Ox2.5 3"x8" 2i" 2" 2r" 19p" 20i" 24" 30" 260 LBS 4' OR 6' W 2.Ox2.5 3"x8" 3" 2y" 2s" 26y" 27y" 30" 37r" 395 LBS 6' W 3.Ox2.0 2"x8" 3p" 3y" 3iIt 31 s" 33i, 36" 44" 520 LBS 6' W 3.5x2.0 2"x8" 4" 2" 2r" 32s" 34y" 42 52" 743 LBS 8 W 3.5x2.0 2"x8" 5" 4" 2r" 52" 52r" 48" 58" 838 LBS 8' W 3.5x2.0 2"x8" 5" 4i" 4s11 52" 52r" REINFORCED CONCRETE PIPE 12" THRU 36" N.T.S. BENCHMARK: HARRIS COUNTY FLOOD PLAIN REFERENCE MARK 010305 NAVD 88, 2001 ADJUSTMENT, ELEVATION 23.12 FEET NOTES: Ln J N m X .. N C .. 0 >z 0 Q) 0 0 PLAN CATCHBASIN TRAFFIC DUTY CAST IRON GRATE PARK EQUIPMENT CO 800-256-8041 MODEL CBS VARIES iA H1 NOTE: ALL MANHOLE CHIMNEYS SHALL BE BRICK. OR THROAT RINGS POINT OF EXCAVATION B„ 2'-8 1 1 g, CONC. z x \ 5 •- cv 1" CORBLE- \ 4' MIN, FOR PIPE SEWERS COVER NOT SHOWN UNDISTURED EARTH i • TYPE "C" MANHOLE N.T.S. REMOVABLE DEBRI SCREEN w/ (2) LIFT HANDLES, 304 STAINLESS STEEL, 1/8" HOLES 0 1/4" O.C. CAST —IN STEEL FRAME 17 OPTIONAL EXTENSION 6" or 12" INLET PIPING FROM UPUNE BASINS PRECAST CONCRETE BASIN SECTION V OUTLET PIPING SEW THIN WALL KNOCKOUT ON ALL 4 SIDES; SEE KO DIMENSION FOR MAXIMUM PIPE O.D. REMOVABLE DEBRI SCREEN (j w/ (2) LIFT HANDLES, 304 STAINLESS STEEL, 1/8" HOLES 0 1/4" O.C. Tt W1 Wi 6" or 12"" r MODEL # DIMENSIONS CATCH WI W2 H1 H2 Ti KO GRATE OPEN -AEA WEIGHT BASIN SIZE s In LEIS CBS20 26" 18" 34" 30" 4" 17' 20"x20"x11' 170 1,335 CBS24 32" 22" 41" 36" 5" 22" 24"x24"x2" 268 2,245 CBS30 42" 30' 42" 36" 6" 30" 32"x32"x2' 490 3.675 r: Yf•f H 2 ,• ;: T1 PARTIAL SECTIONC-03 & Park 2002 SPECIFICATIONS PARK 800-256-8041 CONCRETE: Class 1 concrete with of design strength of Swww.park—USA.com 4500 PSI at 28 days. Unit is of monolithic ENVIRONMENTAL EQUIPMENT construction at floor and first stage of wall with sectional riser to required depth. "Expect the Best" REINFORCEMENT: Grade 60 reinforced. Steel rebor conforming CATCHBASIN WITH DEBRI SCREEN to ASTM A615 on required centers or equal. MODEL CBS C.I. CASTINGS: Cast iron frames and grates are manufactured SCALE NONE DWG. NO. REV. of grey cost iron conforming to ASTM A48-76 CBS-1 Class 30. DATE. 01/02 A, STD. FRAME & COVER SHALL BE VULCAN #S. VM 19 MOD-32 COVER (OR APPROVED EQUAL) VIM. 18 MOD-23 Y2" COVER (OR APPROVED EQUAL) ,e-POINT OF EXCAVATION Lil z p X -I Z O wOO — .1 oO Q / < O W p N - —TRIM STEEL o J & GROUT N C° o 1,5 SACK CEMENT PER CUBIC Q o n YARD STABILIZED BACKFILL fn o � Z Lj . o AROUND MANHOLE (NO EXTRA Lg � : p PAY) COMPACTED IN 12" LIFTS. w Q `" (n "5 J Lil Lil Z —1 0Q� o \' 000 F= NOTE: Q — 1. BRICK WALLS 12'-0" BELOWTOP CASING TO BE 12" THICK. 2. ALL BRICK CONSTRUCTION SHALL USE APPROVED RED KILN FIRED BRICK. W/1/2 MORTAR INSIDE AND OUTSIDE OR CONCRETE BRICK W/1/2" MORTAR INSIDE AND OUTSIDE. BACKFILL WITH IN —SITU MATERIAL COMPACTED TO 95% STD PROCTOR DENSITY 'vNATURAL GROUND 2' WIDE FILTER' FABRIC CENTERED AT EACH JOINT, ALL AROUND 2" SEAL SLAB I III II —III—III NO SEPARATE PAYMENT FOR CEMENT STABILIZED SAND BOTTOM OF PIPE BEDDING NOTE: 1. THE METHOD OF INSTALLING CONCRETE PIPE STORM SEWERS SHOWN HEREON TO BE USED ONLY WHERE SOIL CONDITIONS ARE AS FOLLOWS: A. STRATA FROM THE SPRINGLINE (CENTER) TO 3 FT. BELOW THE FLOWLINE OF THE PIPE CONSIST OF NON-WATERBEARING COHESIVE SOILS HAVING SHEAR STRENGTH OF 1000 PSF OR GREATER. B: NO WET SAND STRATA EXIST IN THE AREA FROM 1 FT. ABOVE THE TOP OF THE PIPE TO 3 FT. BELOW THE FLOWLINE. FOR ALL OTHER SOIL CONDITIONS USE R.C.P. INSTALLED PER APPROVED SPECIAL DESIGN AS SHOWN ON PLANS. 2. REINFORCED CONCRETE PIPE STROM SEWERS, 42"-108" DIAMETER TO BE INSTALLED WITH APPROVED RUBBER GASKET JOINTS, PER A.S.T.M. SPECIFICATION C-443. 3. 2 SACK PER TON CEMENT STABILIZED SAND PLACED BEFORE PIPE IS LAID - 12" MIN. 4. CEMENT STABILIZED SAND, THOROUGHLY RODDED, PLACED AFTER PIPE IS LAID, SEE NOTE 4 SEE NOTE 3 SHAPE CEMENT STABILIZED SAND TO CONFORM TO BACKFILLWITH IN -SITU MATERIAL COMPACTED TO 95% STD PROCTOR DENSITY K11111111,�•-''.:'•:'.'•a:�; PAVEMENT�::�'�';:`...N, I I —I I I— SUBGRADE or BASE • II SEE NOTE 3 iv N 2' WIDE FILTER FABRIC CENTERED AT EACH JOINT, ALL AROUND SEE NOTE 3 SEE NOTE 2 .............. ........ .............. ..... . 2" SEAL SLAB N —III—I I SHAPE CEMENT NO DIRECT PAYMENT FOR REINFORCED CONCRETE STABILIZED SAND CEMENT STABILIZED SAND TO CONFORM TO BEDDING BOTTOM OF PIPE NOTE: 1. REINFORCED CONCRETE PIPE STORM SEWERS, 36" DIAMETER AND SMALLER, MAY BE uNSTALLED WITH COLD COMPOUND JOINTS OR GASKET JOINTS AS APPROVED.BY ENGINEER. 2. CEMENT STABILIZED SAND PLACED BEFORE PIPE IS LAID. 3. 2 SACK PER TON CEMENT STABILIZED SAND, THOROUGHLY RODDED; PLACED. AFTER PIPE IS LAID. 4. WHERE SOIL CONDITIONS REQUIRE, THE ENGINEER MAY ORDER USE OF WASHED SHELL, OR OTHER APPROVED GRANULAR MATERIAL IN LIEU OF CEMENT STABILIZED SAND BEDDING. NO DIRECT PAYMENT FOR WASHED SHELL. 5. WHERE WET SAND IS ENCOUNTERED, REFER TO WET SAND BEDDING DETAIL. BEDDING DETAILS FOR 12 TO 30 DIA. * SMALLER REINFORCED CONCRETE PIPE STORM SEWERS N.T.S, d- ON -SITE SOIL BACK FILL TO BE PLACED IN 6" - LAYERS & COMPACTED TO 95% MAX. DRY DENSITY PIPE SIZE LGT. LAT. #4 BARS NO. LONG #5 BARS 42" 5'4" 5 48" 6'6" 6 54" 6'8" 6 60" V0" 7 66" 8'0" 7 72" 9,4„ 8 78" 9'4" 8 84" 9'4" 6 90" 10,81' 9 96" 10,8" 9 102" 12'0" 10 108" 12'0" 10 BEDDING DETAILS FOR 42" TO 108" DIA. REINFORCED CONCRETE PIPE STORM SEWERS WHERE SATISFACTORY SOIL CONDTIONS EXIST NILI PIPE N.T.S TYPE "D" HOT -MIX ASPHATIC CONC. ASPHALT TOPPING 4° \- BASE BASE REPLACEMENT SHALL BE CRUSHED LIMESTONE MINIMUM 6". 2 SACK CEMENT STABILIZED SAND BACKFILL COMPACTED TO 95% MAX. DENSITY 12„ 18„ PIPE BEDDING DETAIL PIPE 1N PAVED AREAS N.T.S. BENCHMARK: HARRIS COUNTY FLOOD PLAIN REFERENCE MARK 010305 NAVD 88, 2001 ADJUSTMENT, ELEVATION 23.12 FEET NOTES: 9 SPACING CLOSE SHEETING OPEN SHEETING I ulN f BRACE i m ? SEE NOTE 4 x TIMBER TRENCH SHORING I/—CROSS BRACE 6 E T~n oI STEEL PILING * p O �CL _ s U N _ N J v N N X .. N C 0 0 E E �O z o m U N STEEL SHEET PIUNG PENETRATION AS DETERMINED BY CONTRACTORS REGISTERED PROFESSIONAL ENGINEER TRENCH SHORING - MINIMUM REQUIREMENTS (**) SIZE AND SPACING OF MEMBERS UPRIGHTS STRINGERS CROSS BRACES DEPTH OF TRENCH KIND OR CONDITION OF EARTH WIDTH OF TRENCH MAXIMUM SPACING MINIMUM MA7OMUM MINIMUM MAXIMUM DIMENSIONS SPACING DIMENSIONS SPACING UP TD 3 3 TO 6 6 TO 9 B TO 12 12 ID 15 VERTICAL HORIZONTAL ' - FEET FEET FEET FEET FEET FEET TYPE INCHES FEET INCHES FEET INCHES INCHES INCHES INCHES INCHES FEET FEET 5 TO ID (A) HARD, COMPACT 3X4 OR 20 6 2x6 40 4xB EXIT 6xS 4 6 (8) UKELY TO CRACK 3X4 OR 20 3 4x6 4 20 4x4 4x6 6xB 6xB 4 6 (C) SOFT, SANDY, OR FRLED 3X4 OR 2x6 CLOSE 4x6 4 04 4x6 6x6 EXIT axe 4 6 SHE3jING - (0) HYDROSTATIC PRESSURE 3X4 OR 2x6 SHEETING BxB 4 40 4x6 BXB 6x8 BXB 4 6 10 TO 15 (A) HMO. COMPACT 3x4 OR 2x6 4 4xB 4 4X4 06 5X6 EXIT axe 4 6 (B) UKELY TIT CRACK 30 OR 2x6 '2 4XB 4 40 4x8. BxB 6xB 8X8 6 (C) SOFT, SANDY, OR FILED 3X4 OR 2x6 4xS 4 4x6 6X6 SX8 BXB Bx10 4 6 SCLOSEG (D) HYDROSTATIC PRESSURE 3X6 CLOSE SHEETING Bx10 4 48 8xe BxB axe Sx10 4 6 15 TO 20 (E) ALL KINDS OF CONDITIONS 3x6 SCLOSEG 402 4 412 6x8 axe BxiD IOXID 4 6 OVER 20 (E) ALL KINDS OF CONDITIONS 3x6 6X8 4 402 axe BXIO TOXIC IOx12 4 6 SHEETING 1. TRENCH JACKS MAY BE USED IN UEU OF. OR IN COMBINATION WnH, CROSS BRACES. SHORING IS NOT REWIRED IN SOLID ROCK, HARD SHALE, OR HARD SLAG AD DETERMINED BY GEOTECHNICAL ENGINEER. WHERE DESIRABLE, STEEL SHEET RUNG AND BRACING CC EQUAL STRENGTH MAY BE SUBSTITUTED) FOR WOOD. () DESIGNATION FOR PROPOSAL (BID) PURPOSES R' * FROM OSHA SAFETY AND HEALTH REGULATIONS PART 1926, SUBPART P. 2. SIZE OF TIMBER MEMBERS ARE. ROUGH CUT TIMBER DIMENSIONS (FULL SIZE) A MIN. STRINGER - - UNSHORED SLOPED TRENCH MAXIMUM IT ALLOWABLE --' -• �V UPRIGHT . SLOPE 9ETERMINED GEOTECHNICAL 70P OF TRENCH BOX TRENCH JACK ENGINEER) - o UPRIGHT P PENETRATION AS DETERMINED BY CONTRACTOR'S REG. PROF. ENGINEER TRENCH JACK AND STRINGER * TRENCH BOX TRENCH SAFETY SYSTEM DETAILS N.T.S. MAXIMUM ALLOWABLE SLOPE DETER6MNED BY GEOTECHNICAL ENGINEER PROJECTED MAXIMUM ALLOWABLE SLOPE DETERMINED BY GEOTECHNICAL ENGINEER NOTE CLAYS. SILTS. LOAMS. OR NDN-HOMOGENEDUS SOILS REQUIRE SHORING AND BRACING • ALTERNATE SYSTEM GENERAL NOTES: 1. TRENCH SAFETY SYSTEM TO MEET, AS A MINIMUM, THE REQUIREMENTS OF OSHA SAFETY AND HEALTH REGULATIONS PART 1926, SUBPART P AND 0. 2. THE CONTRACTOR MAY ELECT TO. USE AN ALTERNATE SYSTEM TO THE TIM- BER TRENCH SHORING SHOWN IN THE TABLE THE ALTERNATE SYSTEM, BE R ATRENCH BOX.'MEEL SHEET PIING, TRENCH JACKS OR A COMBINATION OF THE ABOVE, MUST BE CERTIFIED BY THE CONTRACTOR'S REGISTERED PROFESSIONAL ENGINEER THAT IT PROVIDES EQUAL OR GREATER PHOTFQ- TIONTHAN THE TIMBER TRENCH SHORING SHOWN ON THIS DETAIL SHEET. 3. CONTRACTOR SHALL PERFORM DALY TRENCH SAFETY SYSTEM INSPECTIONS TO INSURE THAT THE SYSTEM MEETS OSHA REQUIREMENTS AND IS APPRO- PRIATE FOR SPECIFIC SITE CONDITIONS OF THE OPEN TRENCH.INSPEC- TIONS ARE REQUIRED AFTER RAINSTORMS OR ANY CHANGE IN CONDITIONS. THAT MAY INCREASE THE POSSIBIU TY OF A CAVE-IN OR SLOE 4. IN THE EVENT THAT TRENCH UPRIGHTS CAN NOT BE PLACED BELOW TRENCH BOTTOM AS SHOWN ON DETAIL, CONTRACTOR MUST PROVIDE ENGINEER WITH PLANS THAT DEMONSTRATE THAT THE UPRIGHTS WILL BE BRACED AND MAINTAINED IN A VERTICAL POSSION. 5. WHERE THE TRENCH SAFETY SYSTEM CROSSES A UTILITY. THE UTUTY UNE MUST BE ADEQUATELY SUPPORTED TO PREVENT ANY DAMAGE IN ADDITION. IN TRENCHES WITH CLOSED SHEETING, THE UPRIGHTS MUST SURROUND THE UTIURY: OPEN TRENCH SHEETING SPACING MUST BE ADJUSTED:AS TO NOT EXCEED THE MAXIMUM ALLOWED SPACING. (NO SEPARATE PAY) S. TRENCH SHALL BE DRAINED AS REQUIRED SO WORK MAY BEACCOMPUSHED SAFELY AND EFFICIENTLY. IF NECESSARY. INSTALL DEWATERING SYSTEM TO PROVIDE A DRY TRENCH BOTTOM. DELIVER DISCHARGE FROM SYSTEM TO NATURAL DRAINAGE CHANNEL OR TO STORM DRAMS. 7.IN TRENCHES FOUR FOOT DEEP OR MORE, CONTRACTOR TO PROVIDE ADE- QUATE MEANS OF TRENCH EXIT SUCH AS LADDER OR STEPS AND THEY MUST BE LOCATED SO AS TO REQUIRE NO MORE TKAN 25 FEET OF LATERAL TRAVEL 8. MEASURE 'PERMANENT TIMBER TRENCH SHORING' BY UNEAR FOOT OF TRENCH PROTECTED. PAYMENT IS BY STATED SAME LINEAR FEET OF TRENCH PROTECIEO EARTH CONDITIONS NOTED IN THE PROPOSAL (DID). 9. STRINGERS AND BRACES TO BE SECURELY FASTENED. TRENCH SHORING SYSTEM HAS BEEN DESIGNED WITH NO ALLOWANCE FOR LIVE LOAD SURCHARGE IF LINE LOAD SURCHARGE IS ANTICIPATED 10. 1T SHAY. NOT BE PLACEO:WTTiIN 2 FEET OF EDGE OF TRENCH AND CONTRAC- TORSREGISTERED PROFESSIONAL ENGINEER SHALL DESIGN TRENCH SHOR- 11. ING SYSTEM TO ACCOMMODATE THE ANTICIPATED LIVE LOAD SURCHARGE TIMBER SIZES ARE BARED ON STRESSES OF 1650 PSI FOR EXTREME. FIBER IN BENDING AND 1450 PSI FOR COMPRESSION PARALLEL, WITH GRAN. EARTH TRENCH CONDITIONS FOR THIS PROJECT ARE ANTICIPATED TO BE 12. AS SHOWN IN THE GEOTECHNICAL REPORT AVALLPBLE FROM ENGINEER. TIMBER TRENCH SHORING TABLE SHOWN ON THIS OEATIL SHEET IS GOOD 13. FOR PIPES WITH O.D. OF UP TO 48 INCHES. 114E DESIGN ENGINEER SHALL PROVIDE SEPARATE DESIGN FOR PIPE WITH 0.0. LARGER THAN 48 INCHES. 14. SLOPES FOR EXCAVATIONS SHALL L BE AS FOUDWS: A SOLD ROCK• SHN.E OR CEMENTED SAND A GRAVELS - 90' B COMPACTED. ANCUTAN GRAVELS = 1/2 ; 1 C RECOMMENDED SLOPE FOR AVERAGE SOLIDS = i : 1 15. D COMPACTED SHARP SAND = 1 1/2 :.1 WELL ROUNDED LOOSE SAND = 2 : i CLAYS. SILTS, LOOMS OR NON-HOMDGENOUS SOILS REQUIRE SHORING AND BRACING. THE PRESENCE OF GROUND WATER REQUIRES SPECIAL TREATMENT. . c • . • GROUT IN WITH • • ,e SIKASET r. MANHOLE. INLET OR JUNCTION BOX •' ' D•' CURE( PIPE e ..• GROUT IN %T H SIKASET MORTAR OREQUAL 24' UPSTREAM PIPE OUTLET FLOW RESTRICTOR_ TD' FLOW 1. FLOW RESTRICTOR DETAILS BENCHMARK: HARRIS COUNTY FLOOD PLAIN REFERENCE MARK 010305 NAVD 88, 2001 ADJUSTMENT, ELEVATION 23.12 FEET NOTES: POSTS1. SET AT REQUIRED SPACING AND 2. SECURE MESH FENCING TO POSTS r •" ALONGOF POSTS. GALVANIZED WELDED WIRE MESH OR ••• npprmo 1 TO SUPPORT •• •- rrrprm°ejlmrm • ii°®�� °� e�°pm1i°11 !mrr °!%i°nn',n'A%�papii•ppipoprriw 111141I '%u°eP'e.'pins.''%�%�epgpoi IIIIIIII '��% !%milli s�� �'� 011., qoIN pi IIU,iII 111111119- ��!�:!• �• 11111111 � Illlp rm� 1111111111111 � �� 111111111110mv�$si��J` � 1111111111111 ///��l° r • r +' FILTER FABRIC FLOW COMPACTED i ALTERNATE V-TRENCH EXTENSION OF FABRIC INTO TRENCH WIRE FILTER FA13RIC • • FLOW KR CT 3 ~J W Z O uj tr a z 0 J O a L,J 4 CG O H o1 N u) O N cn I j to o Lf") N o = Y v c) M � c_ LL E o 0 0 o0- L U cn NO. cV 1 HUITT-ZOLLARS CONM ENTS X .. N ,o a1 ' >z L X/ GENERAL NOTES 1. SECURELY FASTEN MESH FENCING TO POSTS WITH STAPLES OR TIE WIRES. 2. SECURELY FASTEN FILTER FABRIC TO MESH FENCING. 3. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER, OVERLAP 6 INCHES AT A POST, FOLD TOGETHER, AND ATTACH TO A POST. 4. REMOVE SEDIMENT DEPOSITS WHEN SILT REACHES ONE-THIRD OF THE HEIGHT OF THE FENCE IN DEPTH. REINFORCED FILTER FABRIC BARRIER X� RFB �X SYMBOL ROTE N4ME--'{j�� 0 00.06 I 0 WOOD OR METAL POST INLET EXTENSION OF FILTER FABRIC INTO TRENCH. WIRE FILTER FABRIC POST FLOW _ °• io z �'"''°g' A A go "' Ieveeee��l REINFORCED FILTER FABRIC BARRIER VARIABLE DISTANCE 36 INCHES MINIMUM WOOD OR METAL BEAM MIN SECTION A -A PLAN SEE REINFORCED FILTER FABRIC :BARRIER DETAIL FOR REINFORCED FILTER FABRIC BARRIER REQUIREMENTS L VARIES 1/3 L COMPACTED SOIL STAKE WATTLE OR WEIGH DOWN WITH SANDBAGS L PIN 4" I I 11 METAL FLOW _ II III 4„ INLET "" I illllidillidi WOOD OR A A METAL BEAM SECTION A -A WATTLE STAKED WITH 2 STAKES PER BALE OR WEIGHTED WITH SANDBAGS ELAN NOTE: TYPICALLY STRAW BALES ARE NOT RECOMMENDED FOR INLET PROTECTION BARRIERS. INLET PROTECTION BARRIERS FOR STAGE I INLETS IPB SYMBOL HARRIS' E "INEERING DEPARTMLA11 Nu EXISTING GROUND 50'PUBLIC MIN. RIGHT-OF-WAY 8" MIN. PERMEABLE, SEPARATION G..... ILE GRADED TO PREVENT FABRIC FOR FULL WIDTH AND LENGHT OF. EXIT RUN-OFF FROM LEAVING SITE PROFILE PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY MIN. EXISTING PUBLIC GROUND RIGHT-OF-WAY COARSE AGGREGATE 3" TO 5" GRANULAR FILL (BROKEN PLAN VIEW CONCRETE IS NOT PERMITTED) GENERAL NOTES: 1. MINIMUM LENGTH IS AS SHOWN ON CONSTRUCTION DRAWINGS OR 50 FEET, WHICHEVER IS MORE. 2. CONSTRUCT AND MAINTAIN CONSTRUCTION EXIT WITH CONSTANT WIDTH ACROSS ITS LENGTH, INCLUDING ALL POINTS OF INGRESS OR EGRESS. 3. UNLESS SHOWN ON THE CONSTRUCTION DRAWINGS, STABILIZATION FOR OTHER AREAS WILL HAVE THE SAME AGGREGATE THICKNESS AND WIDTH REQUIREMENTS AS THE STABILIZED CONSTRUCTION EXIT. 4. WHEN SHOWNONTHE CONSTRUCTION DRAWINGS, WIDEN OR LENGTHEN STABILIZED AREA TO ACCOMMODATE A TRUCK WASHING AREA, PROVIDE OUTLET SEDIMENT TRAP FOR THE TRUCK WASHING AREA. 5. PROVIDE PERIODIC TOP DRESSING WITH ADDITIONAL COARSE AGGREGATE TO MAINTAIN THE REQUIRED DEPTH OR WHEN SURFACE BECOMES PACKED WITH MUD. 6. PERIODICALLY TURN AGGREGATE TO EXPOSE A CLEAN DRIVING SURFACE. 7. ALTERNATIVE METHODS OF CONSTRUCTION INCLUDE -CEMENT STABILIZED SOIL• COMPACTED CEMENT STABILIZED SOIL, LIMESTONE AGGREGATE, OR OTHER FILL MATERIAL IN AN APPLICATION OF THICKNESS OF 8 INCHES. -WOOD MATS: OAK OR OTHER HARDWOOD TIMBERS PLACED EDGE TO EDGE AND ACROSS SUPPORT WOODEN BEAMS WHICH ARE PLACED ON TOP OF EXISTING SOIL IN AN APPLICATION THICKNESS OF 6 INCHES. -STEEL MATS: PERFORATED MATS PLACED ACROSS PERPENDICULAR SUPPORT MEMBERS. STABILIZED CONSTRUCTION ACCESS SC SYMBOL - 1. SET POSTS AT REQUIRED SPACING AND - 2. ATTACH FILTER FABRIC TO POSTS AND INSTALL DEPTH. EXCAVATE A 6" x 6" TRENCH IT INTO THE TRENCH. BACKFILL THE TRENCH AND UPSLOPE ALONG THE LINE OF POSTS. COMPACT THE EXCAVATED SOIL 2" x 2" WOODEN POST DR EQUIVALENT. Z X jp p i0 D 6" F� F� ALTERNATE V-TRENCH EXTENSION OF FABRIC POST EXTENSION OF FABRIC POST INTO TRENCH. INTO TRENCH. FILTER FABRIC FILTER FABRIC FLOW _ COMPACTED FLOW SOIL ._ SOIL MIN. COMPACTED GENERAL NOTES: 1. SET POSTS AT 4-FEET MAXIMUM SPACING. IF FACTORY PREASSEMBLED FENCE WITH SUPPORT NETTING IS USED, SPACING OF POST MAY BE INCREASED TO 8 FEET MAXIMUM. 2: WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER, OVERLAP 6 INCHES AT THE POST, FOLD TOGETHER, AND ATTACH TO THE POSTS. 3. REMOVE SEDIMENT DEPOSITS WHEN SILT DEPTH REACHES ONE-THIRD OF THE HEIGHT OF DETAILS THE FENCE. FILTER FABRIC FENCE 0 CD . CONSTRUCTION HANDBOOK= r X— FF X STORM WATER MANAGEMENT HANDBOOK FOR CONSTRUCTION. ACTIVITIES PREPARED BY F- CITY OF HOUSTON, HARRIS COUNTY, AND Z SYMBOL HARRIS. COUNTY FLOOD CONTROL DISTRICT, � 2001 EDITION. F F` 'STORM WATER POLLUTION PREVENTION PLAN W p<, '' :1 I "••:�*'# W WNWN BM SNQT 06CFIP7m JOB N0: D ETAI LS ,'o JwM _I * • :* I /..... .....G.....ZER ..� c B er• Fnc NONE O a , 8329F ,1°,{� E9 �'{lam". N.T.S. a `C'\ .....� . APPROYID Br SHf. C1NB.5/ 17 11/01/01 g P:\PWP-DRAFRNG\RARRISCOUNTY\SWPPPOETAILS\DETAIL5I.DWG SETP2001 a) a> E o �s oa NTe TYPE QPAVENENT PANT (/�) i (.......; . j, N DETAIL OF PARKING SPOTS DETAIL IF PARKING SPOTS 7' GENERAL NOTES SEPARATED BY DOUBLE LINES SEPARATED BY SINGLE LINES / SHALL BE NO PARKING SPACES NOTES: r17s - Mrs.THERE z WITHIN 20 FT ON THE APPROACH TO THE SIGNAL THE LAST ON STREET PARALLEL STALL GENERAL NOTES 1. THE ANGLE OF PARKING SPACES 3. SPACES SEPARATED BY A SINGLE LINE ARE TO CLOSEST TO AN INTERSECTION SHALL TO THE CORRIDOR OF TRAFFIC HAVE A MINIMUM WIDTH OF TEN FEET (10') BE NO MORE THAN 20 FT IN LENGTH. 1. WITH RESPECT TO DOUBLE ROW PARKING, IN THE PARKING AISLE MAY BE IN ONE OF THE FOLLOWING DEGREES: AS MEASURED FROM CENTER OF STRIPE TO PARALLEL PARKING WHERE ONE ROW OF PARKING IS AT A DIFFERENT ANGLE FROM THE OTHER ROW, 18V (i.e., PARALLEL PARKING), CENTER OF STRIPE. THE AISLE WIDTH REQUIREMENT SHALL 90', 60', AND 45'. 4. SPACES SEPARATED BY DOUBLE ONES ARE TO N.T.S. 8E 18 FT. HAVE A MINIMUM WIDTH OF TEN (10') AS MEASURE - - _ 2. HANDICAPPED SIGNS ARE NOT FROM THE CENTER OF THE DOUBLE STRIPE. REQUIRED IN PARKING SPOTS, 2. WHERE PARKING SPACES ARE AT AN BUT ARE ALLOWED. REFER TO ANGLE OF LESS THEN 90 DEGREES (90% THE A.D.A THE DRIVING AISLE TRAFFIC FLOW SHALL BE ONE WAY. MINIMUM PARKING MODULE WIDTH AND AISLE WIDTH NUMBER OF HANDICAPPED PARKING SPACES 3. FOR PARALLEL PARKING, TRAFFIC FLOW TOTAL REQUIRED NUMBER SHALL BE TWO—WAY AND SHALL HAVE A DOUBLE ROW AND AISLE SINGLE ROW AND AISLE TO BE RESERVED CUL—DE-SAC TURNAROUND IN THE EVENT FOR HANDICAPPED AN AISLE HAS ONLY ONE EXIT WAY. TOTAL PARKING TOTAL PARKING TOTAL PARKING SPACES INCLUDING VAN ACCESSIBLE PARKING ANGLE [degrees {')] ROW WIDTH (to nearest foot) AISLE WIDTH MODULE WIDTH (to nearest foot) (to nearest foot) PARKING ANGLE [degrees (')] ROW WIDTH AISLE WIDTH (to nearest foot) (to nearest foot) MODULE WIDTH (to nearest foot) 4. ALL HANDICAPPED PARKING SHOULD MEET OR EXCEED STANDARDS REQUIRED BY Up to 25 i 26 to 51 to 50 75 2 3 TITLE III OF THE AMERICANS WITH .DISABILITIES ACT. WHERE STANDARDS OF 180 9 10 28 180 9 10 19 (i.e., parallel) (i.e.. parallel) 76 to 100 4 THE CITY OF LA PORTE CONFLICT 90 20 28 61 9D 20 28 43 101 to 150 5 WITH A.D.A. STANDARDS, THE MORE 60 20.6 18 53 60 20.8 18 34 151 to 200 6 STRICT STANDARD WILL APPLY. 45 19.8 18 -46 45 19.8 18 29 301 to 301 to 300 400 7 8 5. ALL WORK MUST CONFORM WITH 401 to 500 9 ALL APPLICABLE CITY OF LA PORTE 501 to 1000 29 of Total ORDINANCES AND REGULATIONS. Over 1000 20 Plus 1 for Each 100 Over 1000 ROAOWAYSUWACE LTaRCONCRErEI FOR TRAFFIC LANE DIVIDERS FOR TRAFFIC ISLANDS 6" HIGH NON -MOUNTABLE EXTRUDED CONCRETE CURB FOR ASPHALT OR CONCRETE PAVEMENT N.T.S. PARKING LOT STRIPPING DETAILS N,T.S. HAIRPIN REINFORCING #4 BAR ALTERNATE VERTICAL REINFORCING 6n 1/2° 3" MAX tn z #4 BAR CONTINUOUS . S LU _ j- # BARS 8" LONG, 18" C-C Ul T a U1 O 4. 411 a a 311� CONSTRUCTION JOINT 7/8" 0 HOLE FILLED W/ EPDXY, DOWELED INTO EXIST. PVMT, NOTES: 1. AT EACH PAVEMENT CONTRACTION JOINT, THERE SHALL BE A %" THICK PREMOLDED EXPANSION JOINT THE FULL HEIGHT AND WIDTH OF THE CURB. 2. AT EACH PAVEMENT EXPANSION JOINT, THERE SHALL BE A PREMOLDED EXPANSION JOINT THE FULL WIDTH AND HEIGHTH OF THE CURB AND OF THE SAME THICKNESS AS THE PAVEMENT EXPANSION JOINT, 3. WHEN CURB IS POURED MONOLITHICALLY WITH PAVEMENT, REINFORCING SHALL NOT BE REQUIRED. CONCRETE DOWELED ON CURB FOR.CONCRETE PAVEMENT 0 SEE CLP STANDARD DETAIL Ia •a •a •a e 0 IQ •d '.4 0 d•e •4 Q •.4 7 a a a CONCRETE PAVEMENT 6" 6" STANDARD CONCRETE PAVING HEADER N.T.S. CAP END— PVC SLEEVE (SEE UTILITY SHEET FOR SLEEVE SIZE) CEMENT STABILIZED BEDDING, 6" TOP BOTTOM AND SIDES. `.... IRRIGATION SLEEVE DETAIL \, SLEEVES UNDER PAVEMENT PROP. 2" TYPE 15"+ 1 /2" SCREED (SCREED TO BE REMOVED "D" A5PHALT PRIOR TO PLACING ASPHALT) /2" DEP. BARS 24" C/C v uvb°vu� a vv vvviuiiiuuoutoiuv�ei D EXIST. C/55HELL. — 0 ".. D .e D> OR CONC. BASE ° A . e. 7" n PROP. CONC. 5A5E OR CONC, PVMT, 6" 4" " x 2" REDWOOD 30 C/C PAVING HEADER N.T.S. (FOR USE IN CONNECTIN CONC, PVMT. TO EXISTING OR PROPOSED A5PHALT IF X IS LESS THAN 48', THEN THE SLOPE OF THE FLARED SIDE SHALL NOT EXCEED 1,12 MDIE NFLARED SIDE SLOPE MAX SIDES 1.10 SLOPE MAX, laf:�:•i�a��ar:>a BUILT—UP CURB RAMP NOTES 1. GROOVES TO BE 1/4' WIDE BY 1/4' DEEP AT 2 1/4' D.C. 2. FINISHED SURFACE. TO BE ROUGHENED WITH A BROOM. FINISH TO PREVENT SLIPPING. b NN 1112 SLOPE MAX NONNWALKING SURFACE " " " RETURNED "._ CURBS WHEELCHAIR RAMP DETAIL N.T.S. BENCHMARK: -. HARRIS COUNTY FLOOD PLAIN REFERENCE MARK 010205 NAVD 88, 2001 ADJUSTMENT, ELEVATION 23.12 FEET NOTES: 0 0 •c E a 5-s oa 3/4" BITUMINOUS JOINT SEALER I/4" R. D A. . T_ KEYED JOINT CONSTRUCTION JOINT- N. T. S. THE L❑CATI❑N OF C❑NSTRUCTI❑N J❑INTS & DEFORMED METAL STRIPS MAY BE VARIED, WITH THE APPROVAL OF THE DIRECT❑R OF THE DEPARTMENT OF PUBLIC WORKS, TO SUIT THE PROPOSED C❑NSTRUCTI❑N METHODS OF THE CONTRACTOR, DEEDRMED METAL STRIP N,T,S, #4 BARS 3' LONG TYP. EACH CORNE' 4 BARS - TYPICAL) :o I MANHOLE RING & COVER I -1/2" THICK DOWELED EXPANSION JOINT MANHOLE BLOCKOUT STORM & SANITARY IN PAVEMENT N.T.S. JOINT SEALANT SHALL BE USED ELATOMERIC NOTE 3 POLYURETHANE SEALANT, SONOLASTIC SL2 OR APPROVED EQUAL. e 4 •4 • SEE" °4 JOINT SEAL NOTES' oe 1 •4 Aa.`e e e ,•A' 26 GAUGE 4 1. STEEL TO MEET ASTM STANDARD SPECIFICATIONS \TABL�E °e PLASTIC TUBE °e FOR CONCRETE REINFORCING BARS. UNITS TO BE 44 4 .4. SPACED ON 12" CENTERS 2. EXPANSION JOINT TO BE PLACED AT THE END OF EACH CURB RADIUS AND SPACED AT A e 4.°e �•°e 4,°A : i : • MAXIMUM DISTANCE OF 40 FEET N 4:°. ' '4.°e e e 3. CENTER DOWEL HORIZONTALLY ON JOINT p •4 -4 '44 . A TABLE °4 • 4 4 < 4. CENTER DOWEL VERTICALLY IN CONCRETE SEE BASE. EXTEND THICKENED CONCRETE AS ,a,°a�„•e•'4 '•a �e'. a.4.a a�A NEEDED TO MAINTAIN 3" MIN COVER 1" REDWOOD EXPANSION PRE —MANUFACTURED JOINT MATERIAL OR 3/4" JOINT PLATE PREMOLDED MATERIAL ED SECTION DOWEL TYPE EXPANSION JOINT 2„ TABLE 1 PLAN - JOINT PLATE PAVEMENT THICKNESS (IN) DOWEL SIZES AND SPACINGS DIAMETER (IN) LENGTH. (IN) SPACING (IN) 6 3/4 24 12 7 1 24 12 8 1 24 12 9 1-1/4 24 12 10 1-1/4 24 12 11 1-1/4 24 12 12 1-1 4 24 12 1 /4" DIA. DOWEL DIA + 1/16"—J ELEVATION - JOINT PLATE EXPANSION AND CONSTRUCTION JOINT DETAILS- N. T. S. PAVING NOTES 1. VEHICULAR PAVING SHALL BE PORTLAND CEMENT CONCRETE, PER GEOTECHICAL REPORT'S RECOMMENDATIONS. 2. VEHICULAR PAVING AT THE TRUCK DOCK, ACCESS DRIVEWAYS, PEDESTRIAN WALKS, INTEGRAL WALK —CURB AND CAST —IN —PLACE CURBS SHALL BE CONSTRUCTED OF REINFORCED PORTLAND CEMENT CONCRETE. 3. NO SAND BED OR SAND LEVELING COURSE SHALL BE PERMITTED UNDER ANY VEHICULAR PAVING. 4. FOR PAVEMENT JOINT SPACING, CONTRACTOR SHALL PROVIDE A LAYOUT FOR REVIEW PER SPECIFICATIONS. 5. JOINTS WILL BE SPACED A MAXIMUM OF 12' 6". JOINTS TERMINATING AT CURBS WILL BE PERPENDICULAR TO CURB AND BE NO LESS THAN 12" IN LENGTH. 5.0 SACK CEMENT/CUBIC DEFORMED METAL STRIPS TO BE USED ALL PAVEMENT CROSS-SECTION SHALL PJMT TO BE EITHER BE HYPERBOLIC OR TANGENT G. CROWN AND SHALL MATCH CURB LMEUEL ELEVATION: AS DEFORMED METAL STRIP JOINT SEAL '� (SEE DETAIL) OR MINIMUM 6' UME STABILIZED SUBGRADE, UME CEMENT, OR FLYASH WITH CRY APPROVAL CONCRETE PAVING PANEL D- 6" OR 7"(SEE SPECIAL PAVING NOTES) 1 ' PLAN VIEW BOLLARD Flo 90EWHK MAIL CONC. WALK NOTE: WHEN CONCRETE CURB IS S BE #CONCRETE PLACED ON EXISTING CONCRETE BASE #3 DEF BARS, 36' C-C DOWELED AND SET IN SULPHUR, OR QUICK SETTING CEMENT.#4 CONTINUOUSLONGITUDINAL BAR 3 16' PAVEMENT c ` r MORTAR FINISH NOT REQUIRED WHEN CURB IS POURED BY A MACHINE, BUT CURB WILL HAVE THE SAME OUTSIDE DIMENSIONS CONCRETE CURB 10 'TOP OF AV wJOS/ M .GONG. A - NOTE NO STRAIGHT CURB DOWELS ALLOWED. TYPICAL CONCRETE CURB REINFORCING TRANSVERSE EXPANSION JOINT SPACING 401-0" * 1'-0" #4 BARS AT 24' C.-C. EACH WAY 6' PVMT. #4 BARS AT 24" C.-C. EACH WAY 7" PVMT. BACK OF CURB ----- -'-'-------•----- ---- �. BACK OF CURB _ TRANSVERSE CONSTRUCTION JOINT WITH TIE BARS LONGITUDINAL JOINTS DEFORMED METAL STRIP OR LONG KEYED CONSTRUCTION JOINTS WITH TIE BARS: PAVING PANEL FOR 5" 6" & 7" PAVEMENT 6" 0 STANDARD STEEL PIPE FILLED W/ C❑NC, PAINT TRAFFIC YELLOW Z/W COATS OF REFLECTIVE °SAFETY YELLOW" EPDXY ONE WRAP OF 30# ROOFING FELT 12" 0 CONCRETE STRUCTURE j 2• �— • GUARD POST DETAIL PAVING CONSTRUCTION DE N.T.S. JOINT SEALANT /c -r �� V ETAI Q SAW -CUT DETAIL N.T.S. 20% AND 2' MAX SAND LEVEL UP DEFORMED BARS, 24" C-C, 90' MIN. LAPS NOTES: FOR 6" & 7' PAVING USE i/2' DEFORMED BARS. 24' C-C, 10" LAPS. All REINFORCING STEEL SHALL CONFORM TO Q AS.T.M. NO. A-15-54T AND A-305-53T. LAP SPLICES TO BE A MINIMUM OF 10 INCHES. STAGGER SPLICES IN ADJACENT BARS. THE LOCATION OF CONSTRUCTION JOINTS AND DEFORMED METAL STRIPS MAY VARIED, WITH THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS, TO SUIT THE PROPOSED CONSTRUCTION METHODS OF THE CONTRACTOR. THE MAXIMUM WIDTH BETWEEN LONGITUDINAL JOINTS SHALL NOT EXCEED 20'-0' SEE ADDITIONAL PAVING NOTES ON THIS SHEET. SPECIAL PAVING NOTES - ALL OTHER NOTES OR SPECIFICATION REQUIREMENTS ARE SUPERSEDED BY THE FOLLOWING REQUIREMENTS. 1. 6 INCH 3500 PSI REINFORCED CONCRETE WITH 4 BARS 24 INCHES C-C IS THE MINIMUM ACCEPTABLEPAVEMENTCON UCTION FOR RESIDENTIAL STREETS AND .COMMERCIAL/INDUSTRIAL DRIVEWAYS. 2. 7 INCH 3500 PSI REINFORCED CONCRETE WITH 4 BARS 24 INCHES C-C IS THE MINIMUM ACCEPTABLE PAVEMENT CON UCTION-FOR COLLECTOR AND THOROUGHFARE STREETS. 3. 6 INCH, 4 SACK CEMENT PER CUBIC YARD CONCRETE, 2000 PSI REINFORCED CONCRETE WITH #4 BARS 24 INCHES C-C OR: #3 hARS 0 18" C-C IS THE MINIMUM ACCEPTABLE PAVEMENT CONSTRUCTION FOR RESIDENTIAL DRIVEWAYS AND CURBS. 4. FAILURE TO MEET THE REQUIREMENTS THROUGH THE TESTING PROCEDURE WILL RESULT IN THE REJECTION OF THAT PORTION DEEMED TO BE DEFICIENT. S. THE PROPOSED PAVEMENT DEPTHS SHOWN ON THE PLAN DETAIL SHEETS IF CON- SISTENT WITH THESE NOTES, SHALL BE USED TO DETERMINE THE REQUIRE- MENT IN EACH CASE 6. FAILURE OF A PAVEMENT TO MEET THESE MINIMUM REQUIREMENTS WILL RESULT IN THE REJECTION OF PAVEMENT, AND IMMEDIATE REMOVAL OF SUBSTAN- DARD PAVEMENT SECTIONS WILL BE REQUIRED AND REPLACED TO SATISFY THESE REQUIREMENTS. 7. PAVEMENTS EXCEEDING DEPTH OR STRENGTH REQUIREMENTS WILL BE ACCEPTED IF BOTH CRITERIA MEET THE MINIMUM ESTABLISHED REQUIREMENTS. B. TRANSVERSE O N0' CSC; EXPANSION VEORTICAL CURB ARE T8 ET SEMAALLED:WITHPACiNG OF SPECIAL JOINT SEALANT ASTM-D-1190-74 OR MSHTO-M173-60 (ELASTOMERIC TYPE, HOT POURED) 9. FOR PAVEMENT FINISH USE BURLAP DRAG OR BELTED FINISH. CURING COMPOUND REQUIRED ON ALL CONCRETE AILS JOINT SEALANT SHALL BE USED ELATOMERIC POLYURETHANE SEALANT, SONOLASTIC SL2 OR APPROVED EQUAL. JOINT 00 \ SEALANT z = w I— n w 0 a° cn O 1 /4" GROVE BENCHMARK: HARRIS COUNTY FLOOD PLAIN REFERENCE MARK 010305 NAVD 88, 2001 ADJUSTMENT, ELEVATION 23.12 FEET NOTES: Revisions Rev. Date OesttipGon ABBREVIATION,LEGEND AB ANCHOR BOLT CLG CEILING FFD FLUHSING FLOOR DRAIN MAS MASONRY RAD RADIUS FLR FLOOR (ING) MFR MANUFACTURE(ER) REF REFERENCE ABV ABOVE CONN CONNECT FF FINISH FLOOR LINE/ELEVATION MH MAN HOLE REINF REINFORCING AC ACOUSTICAL CFT FOOT 3 FAS FASTEN (ER) MATL MATERIAL RCP REFLECTED CEILING PLAN — ACC ACCESS CYD YARD 3 FTG FIXTURE MET METAL REV REFLECT ACFL ACCESS FLOOR CJT . CONTROL.JOINT FTG FOOTING MED . MEDIUM REV REVISION AFF ABOVE FINISHED FLOOR CG CORNER GUARD FLIT FUTURE MAX MAXIMUM ROW RIGHT OF WAY ACT ACOUSTICAL TILE CEM CEMENT FUR FURR (ED) (ING) MIN MINIMUM R RISER ACPL ACOUSTICAL PLASTER CSMT CTR CASEMENT CENTER (ED) FIR FIRE RATED MECH MECHANICAL RET RETURN A/C AIR CONDITIONER FRT FIRE RESISTANT. TREATED MFD METAL FLOOR' DECKING RA RETURN AIR ADA AMERICAN DISABILITIES ACT CONTR CONTRACTOR FRP FIBER REINFORCED PANEL MRD METAL ROOF DECKING RH RIGHT HAND ADD ADDENDUM CRC CIRCUMFERENCE RO ROUGH OPENING ADJ ADJACENT CLOS CLOSET M METER RB RUBBER BASE A ADJUSTABLE GA GAUGE MM MILLIMETER RM ROOM AGG GG AGGREGATE DEMO DEMOLITION GV GALVANIZED MISC MISCELLANEOUS RD ROOF. DRAIN AHU AIR HANDLING UNIT DTL DETAIL .. GYP GYPSUM MIR MIRROR DIAL DIAGONAL GC GENERAL CONTRACTOR MBR MEMBER AL ALUMINUM DIA DIAMETER GO GRADING MT MOUNT (ING) SEG SEGREGATION ALT ALTERNATE DIM DIMENSION GL GLASS,GLAZING MDF MAXIMUM DENSITY FIBER 2ND SECOND STRUCTURE ANC ANCHOR GI GALV IRON MO MASONRY OPENING STIR ANOD ANODIZED SCH' SCHEDULE(D)AL) APX APPROXIMATE DIV DIVISION GP GALV PIPE SEC SECTION ARCH ARCHITECT DR DOOR NOM NOMINAL SHT SHEET ASB ASBESTOS ON DOWN HOW HARDWARE N NORTH SIM SIMILAR ASPH ASPHALT DWG DRAWING HDWD HARDWOOD NIC NOT IN CONTRACT S SOUTH AUTO AUTOMATIC D DRAIN HTG HEATING NTS NOT TO SCALE SPEC SPECIFICATION. .. @ AT DISP DISPENSER HVAC HEATING/VENTILATION SQ SQUARE ADDNL ADDITIONAL DWG DRAWING AIR CONDITIONING OC ON CENTER(S) STD STANDARD AP ACCESS PANEL—APNL DS OF DOWNSPOUT DRINKING FOUNTAIN HT HEIGHT OPP OPPOSITE SO SD STATION STORM DRAIN AERIAL PRIMARY DTN DETENTION. HIM HOLLOW METAL OH OPPOSITE HAND SYM SYMETRICAL & & AND HB HOSE BIBB OPG OPENING SYS SYSTEM ALT ALTERNATE EAST HWR HOT WATER HEATER OD OUTSIDE DIAMETER SST STAINLESS STEEL E ELEC ELECTRIC(AL) HOR HORIZONTAL OFD OVERFLOW DRAIN SC SOLID CORE BET BEL BETWEEN BELOW EWC ELECTRICAL WATER COOLER HD HEAVY DUTY CA OVERALL SUS SUSPENDED BF BELOW FLOOR EL ELEVATION HP HORSE POWER OHD OVERHEAD STD STANDARD BFC BELOW FIN CLG ELEV EQ ELEVATOR EQUAL HC HD HANDICAP HIGH DENSITY PHM PAINTED HOLLOW METAL STL STOR" STEEL STORAGE BG BOP BELOW GRADE BOT OF PIPE EST ESTIMATE (ED) PNT PAINTED BOT BOTTOM EXP EXPANSION INCL INCLUDE(D)(ING) PNL PB PANEL PANIC BAR TEL TELEPHONE BLDG BUILDING EXT EXTERIOR INT INTERIOR PTO PAPER TOWEL DISPENSER THK THICK BW BETWEEN EA EA EACH EMERGENCY INTM INTERMEDIATE PTR PAPER TOWEL RECEPTACLE THR THRESHOLD BS BOTH SIDES EXIST EXISTING ID INSIDE DIAMETER PAR PARALLEL TPD TOILET PAPER DISP BD BOARD EXH EXHAUST IPS IRON PIPE SIZE PK PARKING TOL TOLERANCE BM BENCH MARK EQP EQUIPMENT INSUL. INSULATION pgp PARTICLE BOARD T/ TOP OF BILK BLOCK INV INVERT pTN PARTITION TYP TYPICAL BLKG BLOCKING INFO INFORMATION PV PAVE(D)(ING) 3R D THIRD BIT BITUMINOUS PVMT PAVEMENT BJT BED JOINT 1ST FIRST JC JANITOR'S CLOSET PED PEDESTAL UNO UNLESS. NOTED OTHERWISE BPL BEARING PLATE FA LA ALARM FIRE A JT JOINT. PERF PERFORATE(D) BPL BASE PLATE FB FACE BLOCK JF JOINT FILLER PKG PACKAGE VB VAPOR BARRIER BRG BEARING FE FIRE EXTINGUISHER J JOIST PLAS PLASTIC VERT VERTICAL BRZ BRONZE FHC FIRE HOSE CABINET Jg JUNCTION BOX PLAM PLASTIC LAMINATE VIN VINYL BUR BUILT—UP ROOF FHS FIRE HOSE STATION PL PLATE VCT VINYL CONMPOSITION TILE BVL BEVELLED _ FEC. FIRE EXTINGUISHER CABINET KPL KICK PLATE PN PLAN VTR VENT THRU ROOF FIN FINISH KIT KITCHEN PCV POLYVINYL CHLORIDE FP FIRE PROOF KO KNOCOUT K VNR VWC VENEER VINYL WALLCOVERING CAB CABINET FOF FACE OF FINISH PSI POUNDS PER SQ INCH Cl CAST IRON FOS FD FACE OF STUD FLOOR DRAIN LAM LAMINATE PSF POUNDSPERSQ FOOT CL CENTER LINE LAD LADDER PFL POUNDS PER LINEAR FOOT WSCT WAINSCOT CT CERAMIC TILE LAV LAVORATORY PG PLATE GLASS WH WALL HUNG CLR CLEAR (ANCE) LH LEFT HAND PWD PLYWOOD WC WATER CLOSET CLO COLUMN L LENGTH PT POINT WP WATERPROOFING COMP COMPRESS (ED) LT LIGHT PFB PREFABRICATE(D) WPT WORKING POINT CONC CONCRETE . LW LIGHTWEIGHT PFN PREFINISHED WWF WELDED WIRE, FABRIC CMU CONCRETE MASONRY UNIT LWC LIGHTWEIGHT CONCRETE PRF PREFORMED W WEST CONT CONTINUOUS LVR LOUVRE PL PROPERTY LINE WIN WINDOW CONST CONSTRUCTION LPT LOW POINT WD W/0 WOOD WITH OUT LG LONG WM WIRE MESH LTL LINTEL W/ WITH ARCHITECTURAL SYMBOLS CENTER LINE ---------- HIDDENLINE. GENERAL NOTE REVISIONS AS THIS IS A DESIGN/BUILD APPROACH TO PROJECT DELIVERY, ALL CONSTRUCTION DISCIPLINES, SUBCONTRACTORS AND TRADES INVOLVED WITH THIS. PROJECT ARE EXPECTED TO USE THE.APPROPRIATE MATERIAL FOR EACH APPLICATION, WELL WITHIN THE PURVIEW OF SAID DISCIPLINE OR TRADE AND ACCEPTABLE INDUSTRY STANDARDS AND INSTALL SAME AS PER MANUFACTURER'S INSTRUCTIONS AND WITHIN ACCEPTABLE INDUSTRY STANDARDS. _# BREAK .LINE­ddlIELEVATION MARK WORK TO BE REMOVED, FUTURE WORK, 2/A3.1 WORK ABOVE,.WORK BELOW OR WORK BEYOND ALL AS NOTED _ • WALL &BUILDING SECTIONS.0100 ' ._00 . LEVEL LINE, FLOOR LEVEL 3/A6'1 ELEVATION — 10 A5.1 COLUMN LINE j - ; AREA DETAIL REFERENCE ----- L------� L or-4 ANGLE c OrcFICE ROOM NAME & NUMBER PLAN NORTH 121 TRUE NORTH AS NOTED' A PARTITION TYPE a 101 DOOR NUMBER TOILET- PARTITION REQUIREMENTS & CLEAR. FLOOR CLEAR DOORTLOCATION I z 4„ MAX I � O I I � M I x I 12" MAX 52"MIN '42" MIN 56° MIN WALL MOUNTED W.C. ONTLATCH O1' ER AC .. .. APPROACHES 59" MIN BOOR MOUNTED W.C. 48 MIN STANDARD STALL (ADA FIG. 30) ' 1 4 (j 12" MAX 7 U 00 7 I I 12" MAX i 54"MIN 42" MIN 66" MIN WALL MOUNTED w.c. LATCH APPROAC - ONLY, OTHER APPROACHES ,,,.: 69" MIN \ FLOOR MOUNTED W.C. ALTERNATE STALL (ADA FIG. 30) TYPICAL TOILET ACCESSORY, TOILET FIXTURE & EQUIPMENT MOUNTING HEIGHTS 3� I CLEAR FLOOR I SPACE I z 56" MIN WALL MOUNTED-W.C. 59" MIN FLOOR MOUNTED W.C. STANDARD STALL (END OF ROW) (ADA FIG. 30)- 12" MAX 54"MIN e. 42" MIN 66" MIN ALTERNATE STALL (ADA FIG. 30) GRAB BARS MUST SUPPORT TOILET BATHROOMS 250 LBS AND BE CONTINUOUS MIRROR MUST BE HC SHOWER 1g" 6" MAX 12" 42" MIN 74" MIN AT TOP INSULATE EXPOSED NOZZLE T—T— EDGE WASTE AND HOT CONTROL 36" MIN WATER LINES W/ GRAB AREA HC NON HC 6" MAX GRAB BAR PREMOLDED MIRROR BARS GRAB BAR 17" MIN TOILET PAPER INSUL/JACKET VS LEVERS01 DISPENSER z OFFSET DRAIN CONFIGURATION�APPLIED x _z , I00 SKIRT15"MIN d d m cv oM � n FIRE CCJJ d o' r' `v CABINET GUN PAPER TOWEL BROOM UNBREAKABLE EXTINGUISHER LOCKER DISPENSER/ & MOP SECURITY MIRROR X 36" HC ACCESSIBLE BACK WALL SIDE WALL HC ACCESSIBLE LAVATORY (TAS FIG. 36A) HC ACCESSIBLE SHOWERS DISPOSER RACK (RECESSED (TAS FIG. 31) URINAL HC WALL MOUNTED TOILETS WITH FLUSH VALVE (TAS FIG. 31) NOTE: 1. FLOOR SURFACE IN STALL SHALL NOT SLOPE IN EXCESS OF N ANY ,OR EXTEND NO (TAS 4.18) (TAS FIG. 29 & 30) 2. NO SHOWER 1PAN I INDETEN IONTIAREAS FURTHER THAN 4" FROM WALL) 1TYPICAL. DETENTION TOILET :ACCESSORY REQUIREMENTS TOILET NOTES 1,0 ALL ACCESSIBLE TOILETS,. LAVATORIES AND ACCESSORIES TYPICAL SINGLE TYPICAL INMATE HC UNBREAKABLE TO BE MOUNTED PER TEXAS ACCESSIBILITY STANDARDS INMATE SHOWER TOILET SECURITY MIRROR 2.0 REFER TO PLUMBING DWGS FOR FIXTURE TYPES. O3.0 REFER TO INTERIORS DWGS FOR SPECIFIC TOILET ACCESSORY INFORMATION. 42" GRAB BAR 36" GRAB BAR TOILET PAPER DISPENSER _ MAN SHOWER GRAB BAR SPACE REQUIREMENTS L--J URINAL STALL (TAS 4.18) N _ "Al 00 1.29" MIN 1 d- 36" MIN I----i L---1= URINAL STALL URINAL STALL (TAS 4.18) (TAS 4.18) ARCH MATERIALS . 30" MIN c NOT TO x rn CEED 0 3 m I z FAIN F � 1� ,Sa U N — 1 I I 00 I I L--_J I I Z I t o I I oWALL MOMOUNTED W.C. L----J 48" MIN L----J III l 48" MIN 48" MIN FLOOR MOUNTED W.C. (TAS FIG. 35A) (TAS FIG. 27) (TAS FIG. 27) (TAS FIG. 27) CLEAR FLOOR SPACE CLEAR FLOOR SPACE AT CLEAR FLOOR SPACE AT CLEAR FLOOR SPACE AT AT SHOWER WATER FOUNTAIN FREE—STANDING WATER FOUNTAIN BUILT—IN WATER FOUNTAIN GYPSUM BOARD SUBGRADE, EARTH FENCE/MESH (ELEVATION) METAL ROOF „ p CONCRETE REQUIRED DOOR CLEARANCES PULL SIDE I I z IAwI N- o U0 ��8" MIN, 24" PREFERRED 455 I PUSH SIDE T----I I� I I i W Cq I I I I I I NOTE: X = 12" MIN. (305mm) IF DOOR HAS BOTH A CLOSER AND A LATCH FRONT APPROACHES — SWINGING DOORS (TAS FIG. 25) PULL SIDE ------------ X-- I r [ILI NOTE: X = 36" MIN. (915mm) IF Y = 60" (1525mm); X = 42" MIN. (1065mm) IF Y = 54" (1370mm) PUSH SIDE 54" MIN T—IT-37-0 F-----� O NOTE: Y = 48" MIN. (1220mm) IF DOOR HAS BOTH A CLOSER AND A LATCH HINGE SIDE APPROACHES — SWINGING DOORS (TAS FIG. 25) z 30' MIN00 L--J (TAS FIG. 32) CLEAR FLOOR SPACE AT LAVATORIES PULL SIDE 24" MIN 610 . I I o I I I I NOTE: Y= 54" MIN. (1370mm) IF DOOR HAS A CLOSER PUSH 24" MI SIDE T610 I I tV O NOTE: Y = 48" MIN. (1220mm) IF DOOR HAS A CLOSER LATCH SIDE APPROACHES SWINGING DOORS (TAS FIG. 25) Asa.. Deborah L. Williams Architecture Rod Katherine F.versole Design Specirandng in Design/Build Projects Date: 06-30-00 Project No. Drawn By: KLE Checked By: DLW Sheet Title: GENERAL INFORMATION Drawing No. Ak10. FOR CONSTRUCTION City of La Porte 2003 INTERNATIONAL s 1 u_ Deborah the duration of time indicated by requ. fire resistance rating. MAXIMUM AREA OF EXTERIOR WALL OPENINGS Table 704.8 Unprotected Opening Fire -Separation Distance >30feet No limit Protected Opening Fire Separation Distance >30feet No limit PARAPETS: Parapets shall be provided on exterior walls of buildings. 704.11 Exceptions: A parapet need not be provided on an exterior wall where: The is to be fire in accord. Table 602 704.11.1 wall not requ. -resistance rated w/ because of fire separation distance. One hour fire -resistance -rated exterior wall thatterminates at the underside 704.11.4.4 of the roof sheathing, deck or slab, provided: The entire building shall be provided col not < than Class B roof covering. FIRE WALLS Section 705 Both the Group B (Police Department Administrative Offices) and the Group 1-3 (Jail Area) are Type II-B construction. These 2 occupancies do not require Occupancy Separation, as per Table 302.32. As both Type II-B a fire wall is not required. Table 705.4.a occupancies are construction FIRE-RESISTANT JOINT SYSTEM 713.3 Joints installed in or between fire -resistance -rated walls floor orfir/clg assemblies and roofs or rf/clg assemblies shall be pmtctd by an apprvd fire- resistant joint system designed to resist the passage of fire for a time period not < the requ. fire -resist. rating of the wall, floor, or roof in which -installed. Fire Test Criteria Fire-resistant joint systems shall be tested in accord. w/ the requrmnts of UL2079/ FIRE -RESISTANCE RATING OF STRUCTURAL MEMBERS Section 714 The.fire-resistance.rating-of.struct. members and assemblies shall comply. 714.1 w/ the rqumnts. for the type of const. $ shall not be < the rating required for the fire -resistance -related assemblies supported. (REFER TO 6.0 Types of Construction, above) OPENING PROTECTIVES Section 715 Fire Door and Fire Shutter Fire Protection Rating Table 715.3 Fire Partitions: Corridor Walls 1hrRequ. Assembly -Rating 20 minute label 715.3.3 Glazing shall meet 20 minute fire protection rating Door assemblies must meet the requirements for smoke/draft-control door assembly to meet UL 1784 w/ artificial bottom seal installed across full width of bottom of door assembly. Smoke and draft control doors complying with UL1784 shall be labeled in 715.3.5.3 accord. w/ Sect 715.3.5.1 and show "S" on fire rating label of door. Glazing material - Size limitations wire glass 715.3.6.1 % hour 1,296 sq.in. max hgt. 54" max width 54" Table 7.14.3 20 minute Unitd: s .in. max. fi t. not ltd. max width not ltd. 715:3:6.3:1 FOR CONSTRUCTION BUILDING CODE ANALYSIS Police Department Building Source APPLICABLE CODES Building 2003 International Building Code City of La Porte Mechanical 2003 IntemationaLMechanical Code City offs Porte Electrical 2005 National Electric Code +Adopted Amendments City of La Porte Life Safety 1997 NFPA City. of La Porte Fire Code 1994 SBCCI Fire Code +Adopted Amendments City of La Porte Others 2003 Intemational Energy Conservation Cade City of la Porte 3.0 USE AND OCCUPANCY PRINCIPAL OCCUPANCY: Group B - Business 49,127 sq.ft. 304.1 CLASSIFICATION OTHER OCCUPANCIES: Group 1-3-Institutional 8,600 sq.ft. 308.4 REQUIRED SEP. OF OCCUPANCIES - Group B from Group I-3 0 hours Table 302.3.2 Occupancy separation not necessary for storage areas in Group 8 Table 302.3.2.b if the areas is < 10% (if floor area, or area is provided w/auto fire extinguishing system and is < 3,000 sq.ft., or area is < 1,000 sq.ft. 4.0 SPECIAL DETAILED. .GROUP I-3 Sec6on:408 REQUIREMENTS BASED ON Door Width: doors to resident sleeping units clear width not < 28" 408.3.1 USE AND OCCUPANCY Exit Discharge: Exits permitted to discharge into fenced or walled 408.3.4 courtyard: Must be able to accommodate all occupants, minimum 50' from building, 15 sq.ft. (net) /person. Power -operated doors and locks: swinging doors shall be operable by a (F) 408.4.2 manual release mechanism of the door, and either emergency power or a remote mach. operating release provided. Relock Capability: Doors remotely unlocked under emergency conditions 408.4.4 shall not automatically relock when closed unless specific action is taken at remote location to enable doors to relock. Smoke Barrier 1-3 shall have atl,east 2 smoke compartments w/ occupant 408.6 load of 50+people Subdivision of resident housing areas: 408.7.1 Occupancy Condition 3 -Each sleeping.area shall be sep'd. from the adjacent common spaces by a smoke -fight partition where the travel distance from the steeping area thru the common space to the exit access corzidor> 50'. 4A SPECIAL DETAILED Windowless Buildings: nonopenable windows, windows not readily 408.8 REQUIREMENTS BASED breakable, or without windows. Windowless buildings shall be provided ON USE AND OCCUPANCY w/ an engineered smoke control system to provide ventilation (mach or (continued) nature)) in accord w/ Sect. 909 for each windowless smoke compartment. 5.0 GENERAL BUILDING GROUP B Type II - B 23,000 sq.ft Four Stories Table 503 HEIGHTS AND AREAS GROUP I-3 Type it - B 10,000 sq.ft. One Story Table 503 Area Modifications: Automatic Sprinkler Increase: 506.3 Where a building is equipped.throughoutwl an approved -auto sprinkler in accord w/ Section 903.3.1.1, area limitation may be increased by an additional 300%for single story buildings. 6.0 TYPES OF CONSTRUCTION FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS Table 601 (hours) BUILDING ELEMENT- TYPE II - B- Structural Frame Qnaudmg commns, gmers s Waaaa) 0 Table 601 Bearing Walls Exterior 0 Table 601 Interior 0 Table 601 Non -Bearing Walls and Partitions Exterior w/ fire separation distance > 30 feet 0 Table 602 Non -Bearing Walls and Partitions Interior 0 Table 601. Floor Construction N/A Roof Construction Table 601 Including supporting.beams and joists 0 COMBUSTIBLE MATERIAL IN TYPE I $ II CONSTRUCTIONS Section 603 Thermal $acoustical insulation, other than foam plastics, having a flame 603.1.2 spread index of not more than 25: Roof coverings that have an A, B or C classification. 603.4 Blocking such as for handrails, millwork, cabinets $window $ door frames. 603.11 (Refer to ENTIRE LIST omPage 82) 7.0 FIRE RESISTANCE RATED EXTERIOR WALLS Section 704 CONSTRUCTION - TYPE I $ II CONSTRUCTION:. Projections.from.walis o>`Type 18cll const 704.2.1. shall be of noncemb. material or combust. material allowed by 1406.3 and 1406.4. STRUCTURAL STABILITY: The wall shall extend to the height requ. by 704.E Sect. 704.11 and have sufficient struct. stability so it will remain in lace far Labeling - Fire -protect rated glazing shall have a label showing name of manufacturer, test standard and fire protection rating Door Closing -fire doors shall: be self closing or auto closing 715.3.7 Smoke Activated INTERIOR FLOOR FINISH Interior Floor Finish Requirements- all occupancies, int flrfin. in vert exits, exit passageways $exit corridors shall not be < Class I in I-3 $not < Class II in B. IXCEPTION: Fully. sprinklered building,. Class If materials permitted where. Class I materials required and materials complying w/ DOC FF-1 P "pill test" permitted in alas where Class II materials required. DECORATIONS $TRIM_ Group I-3, combustible decorations prohibited. TRIM- Materials used as inter. trim, minimum Class C flames spread $ smoke-developed.indexes. Combust. trim shall not be > 10% or aggregate wall $ceiling area in which it is located. Section 804 804.5.1 Section t305 805.1 805.5 9.0. FIRE PROTECTION FIRE PROTECTION SYSTEMS . Section 901 SYSTEMS AUTOMATIC SPRINKLER SYSTEMS Section 903 This.building is equipped throughout with an automatic sprinkler system. The design and code compliance will he the responsibility of the automatic sprinkler system subcontractor. STANDPIPE SYSTEM Section 905 This building does not require -a standpipe system. FIRE ALARM AND DETECTION SYSTEMS The building is equipped with a fire alarm and detection system. The design Section 907 and code compliance will be the responsibility of -the -fire -alarm and deteetibn system subcontractor. SMOKE CONTROL SYSTEMS The building is appropriately equipped with a smoke control system: The Section 909 design and code compliance ofsame-will be the responsibility of the mechanical subcontractor. MEANS OF EGRESS OCCUPANT LOAD Section 1004 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT Table 1004.1.2 Business areas -100 gross sq.ftJoccupant Institutional areas -Sleeping areas -120 gross sq.ft./occupant . INCREASED OCCUPANT LOAD 1004.2 Occupant lead permitted is permitted.to be increased from Table.1004.1:2, provided. all other -requirements of.the code are also met based on modified # . $ occupant load shall not exceed 5 sq.fL of occupiable floor space. " EGRESS WIDTH Section 1005 MINIMUM REQUIRED EGRESS WIDTH 1005.1. Total width of means aF egress shall not be <total occupant load served by means of egress x fa ctors in Table 1005.1 Occupancies B $ I-3; with sprinklered building, 0.15"/occupant Table 10D5.1. DOOR ENCROACHMENT 1005.2 When fully open; door shall not project more than 7 inches into requ: width: MEANS OF EGRESS ILLUMINATION -Tt:t� design and code compliance w! Section 100 Revisions Rev. Date Description V/ O and Katherine Eversole SECTION 01330 SUBMITTAL PROCEDURES PART 1- GENERAL 1.1 SUMMARY A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals. -'1.2 CONSTRUCTION PHASE SUBMITTAL PROCEDURES A. General: Electronic copies of CAD Drawings of the Contract Drawings will be provided by Architect for Design/Builder's and subcontractors use in preparing submittals. B, Coordination: Coordinate preparation and processing of submittals with performance of construction activities. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and relatedactivities that require sequential activit. 2. Coordinate transmittal of different types of submittals for related pads of the Work so processing will not be delayed because of need to review submittals concurrently for coordination. a. Reviewer reserves the right to withholdaction on a submittal requiring coordination with other submittals until related submittalsare received. C. Processing Time: Allan enough time for submittal review, includingtime for re -submittals. Time for review shall commence on Reviewer's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Wok to permit processing, Including re -submittals. D. Identification: Place a permanent label or title block on each submittal for identification. 1. Indicate name of firm or entity that prepared each submittal on label or title block. E. Deviations: Highlight, encircle, or otherwise specifically identifydeviations from the Contract Documents on submittals. F. Copies: Unless additional copies are required for final submittal, and unless person reviewing submittals observes noncompliance with provisions in the Contract Documents, Initial submittal may serve as final submittal a and forward who will then review, stamp 1. Submit 6 copies of submittals to Design/Budder, P to appropriate reviewer. Builder. 2. Appropriate reviewer will retain 1 copy and return remainder to Design/Builder. G. Distribution: Design/Builder will distribute reviewed submittals appropriately. H. Use for Construction: Use only final submittals with mark Indicating "Reviewed" taken by appropriate reviewer. PART2-PRODUCTS 2.1 SUBMITTALS re A. General: Prepare and submit Submittflis as required. B. Product Data: Collect information Into a single submittal for each element of cons truction and type of product or equipment. a 1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data. 2. Mark each copy of each submittal to show which products and options are applicable. i3. Include the following information, as applicable: a. Manufacturer's written rec ommendations. ' b. Manufacturers product specifications. ' C. Manufacturer's installation Instructions. d. Standard color charts. e. Manufacturers catalog cuts. 4. Number of Copies: Submit 6 copies of Product Data, unless otherwise indicated. Design/Builder to distribute appropriately. C. Shop Drawings: Prepare Project -specific information. drawn accurately to scale. 1. Preparation: Fully illustrate requirements. Include the following information, as applicable: a. Dimensions. b. Identification of products. C. Fabrication and Installation drawings. d. Roughing -in and setting diagrams. D. Samples: Submit Samples for review of kind,color,pattern, and texture fora check ofthese characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed. 1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package. 2. Identification: '.. a. Generic description of Sample. b. Productnameand name of manufacturer. C. Sample source. 3. Samples for Initial Selection: Submit manufacturers color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available. a. Number of Samples: Submit one full set of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturers product line. 4. Samples for Verification: When requested by Design/Builder, Architect and/or Owner, submit full-size units or Samples of size Indicated, prepared from same material to be used for the Work, cured and finished in manner selected, and physically identical with material or product proposedforuse, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components: small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and.. pattern; color range sets; and components used for Independent testing and. Inspection. E. General: Prepare and submit Informational Submittals as required. 1. Number of Copies: Submit 6 copies of each submittal, unless otherwise indicated. PART 3-EXECUTION 3.1 DESIGNBUILDER'SREVIEW A. Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to appropriate reviewer. B. Approval or Reviewed Stamp: Stamp each submittal with a uniform, approval or reviewed stamp. Include following Information as applicable: Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Design/Builders approval, and statement certifying that submittal has been reAewed,.checked, and.approved for compliance with the Contract Documents. 3.2 APPROPRIATE REVIEWER'S/ACTION A. General: Reviewer will not review submittals that do not bear Design/Builder's approval stamp and will return them without action. B. Action Submittals: Reviewer will review each submittal, make marks to indicate corrections or modifications required, and return It. Reviewer will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken. C. Informational Submittals: Reviewer will review each submittal and will return It to Design/Builder, or will return It if it does not comply with requirements. END OF SECTION 01330 SECTION 02821 CHAIN -LINK FENCES AND GATES PART 1-GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Chain -Link Fences: Industrial. - 2. Gates: Motor operated, horizontal slide. 1.2 SUBMITTALS A. Product Data: Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for chak ink fences and gates. 1. Fence and gate posts, rails, and fittings. 2. Chain -link fabric, reinforcements, and attachments. 3. Gate s and hardware. 4. Gate operators, Including operating instructions. B. Shop Drawings: Indicate materials, dimensions, sizes, weights, and finishes of components. Include plans, gate elevations, sections, details of post anchorage, attachment, bracing, and other required installation and operational clearances. 1. Gate Operator: indicate Motor size, electrical characteristics, drive arrangement, mounting end grounding provisions. C. Maintenance Data: For the following to include in maintenance manuals: 1. Gate operate. 1.3 QUALITY ASSURANCE A. Installer Qualifications: 5 years offence installation experience B. UL Standard: Provide gate operators that comply with UL 325. C. Emergency Access Requirements: Comply with requirements of authorities having jurisdiction ed means of access. automatic ate operators serving as a required for eutom 9 q 9 P 1.4 PROJECT CONDITIONS , A. Feld Measurements: Verify layout information for chain -link fences and gates shown on Drawings in relation to property survey and existing structures. Verify dimensions by field measurements. PART2-PRODUCTS 21 CHAIN -.LINK FENCE FABRIC A. General: 8 feet. Provide fabric in one-piece heights measured between top and bottom of outer edge of sewage knuckle or twist. 1. Steel Wire Fabric: Metallic -coated wire with a diameter of 0.192 inch. Et. Mesh Size: 2 inches. b. Weight of Metallic (Zinc) Coating: ASTM A392, Type II. Class 1, 1.2 oz./sq. ft. with zinc carting applied before weaving. Galvanized after fabrications 2.2 FENCE FRAMING _ A, Posts and Rails: 1. Group: IA round steel pipe, Schedule 40. 2. Fence Height: 8 feet. 3. Strength Requirement: Heavy Industrial 4. Post Diameter and Thickness: 5. Post Size and Thickness: a. Top, Bottom and Middle Rails: 1.66Inches. b. Une Post 2.375Inches. c. End, Comer and Pull Post: 2.875 inches. d. Swing Gate Post:According to ASTM F 900. e. Horizontal-SlideGate Post: According to ASTM F 1184. 1) Openings up to 12 Feet: Steel post. 2.875-Inch diameter, and 4.64-Ib/8. weight. 2) Openings Wider Than 12 Feet: Steel post, 4-Inch diameter, and 8.65- Ib/d. weight. 3) .Guide posts for Class 1 heizonteFsllde gates equal the gate post height. 1 size smaller, installed adjacent to gate post to permit gate to slide in space between. 6. Coating for Steel Framing: a. Metallic Coating: 1j Type A. consisting of no less than minimum 2.0-ozlsq. ft. average zinc coating or 4.0-oz.1sq. ft. zinc coating b. Polymer coating over metallic coating. 23 SWING GATES A. General: Comply with ASTM F 900 for single swing gate types. 1. Metal Pipe and Tubing: Galvanized steel and coated. Materials and protective coatings as per fencing. B. Frames and Bracing: Fabricate members from round, galvanized steel tubing with outside dimension and weight according to the following: 1. Gate Fabric Height: 2Inches less than adjacent fence height. 2. Leaf Width: 36 inches, unless otherwise indicated.. 3. Frame Members: a. Tubular Steel: 1.66 inches. C. Frame Comer Construction: 1. Welded or assembled with comer fittings and.5116-inch- (7.9-mrn-) diameter. adjustable truss rods for panels 5 feet wide or wider. D. Hardware: Latches permitting operation from both sides of gate, hinges, and keepers for each .gate leaf more than 5 feet wide. Fabricate latches with integral eye openings for padlocking; padlock accessible from both sides of gate. 24 HORIZONTAL - SLIDE GATES A. General: Comply with the following for single slide gate types. 1. Classification: Type II Cantilever Slide, Class 1 with external roller assemblies. 2. Metal Pipe and Tubing: Galvanized steel and coated. Comply with above referenced for materials and protective coatings. B. Frames and Bracing: Fabricate members from round, galvanized steel tubing with outside dimension and weight according to the following: 1. Gate Fabric Height: 8 feet. 2. Gate Opening Width: As Indicated. 3. Frame Members: a. Tubular Steel 1.90Inches (48 mm) rand. 4. Bracing Members: - a. Tubular Steel 1.90 inches (48 mm) round. C. Frame Comer Construction: 1. Welded frame with panels assembled with boded or riveted comer fittings and 5/16-inch- diameter, adjustable truss rods for panels 5 feet wide orwider. D. Roller Guards: As required per ASTM F1184 for Type II, Class 1 gates. E. Hardware: Latches permitting operation from both sides of gate, locking devices, hangers, roller assemblies and stops fabricated from galvanized steel. Fabricate latches with integral eye openings for padlocking: padlock accessible from both sides or gate. 2.5 FITTINGS A. General: Complywith ASTM F 626. B. Post and Line Caps: Provide for each post. 1. Line.post caps with loop to receive top rail. C. Rail and Brace Ends: Attach rails securely to each gate, comer, pull, and.end post. D. Rail Fittings: Provide the following: 1. Rail Sleeves: Pressed -steel or round -steel tubing not less than 6lnches long. 2. Rail Clamps: Line and comer boulevard clamps for connecting Intermediate rails in the fence line -to -line posts. E. Tension and Brace Bands: Pressed steel. F. Tension Bars: Steel, length not less than 2 inches shorter than full height of chain -link fabric. Provide one bar for each gate and end post, and two for each comer and pull post, unless fabric Is integrally woven into post. G. Truss Rod Assemblies: Steel; hot -dip galvanized after threading rod and turnbuckle or other means of adjustment. H. Tie Wires, Clips, and Fasteners 's and frames -' fabric to posts. rails, 1. Standard Round Wire Ties; For attaching chain Irnk p complying with the following: a.Hot-Dip Galvanized Steel: 0.148-Inch- diameter wire; galvanized coating thickness matching coating thickness of cha in -link fence fabric. 2. Barbed Wire - Class Ill 1. Finish: . 1. -Metallic Coating for Pressed Steel or Cast Iron: Not less than 1.2 oz. /sq. ft. zinc. 2.6 GATE OPERATORS A, General: Provide factory -assembled automatic operating system designed for gate size, type, weight, and operation frequency. Provide operation control system with characteristics suitable for Project conditions, with remote -control stations, safety devices, and weatherproof enclosures; coordinate electrical requirements with building electrical system. e removed without. disturbi ng limit -switch . ' edsomotorma b 9 1. Provide operate design y adjustment. 2. Provide operator with UL-approved components. 3. Provide electronic components with built-in troubleshooting diagnostic feature. 4. Provide unit designed and wired for both right-handAeft-hand opening, permitting universal installation. B. Motor Characteristics: Sufficient to start, accelerate, and operete.eonnected.loads at designated speeds, within installed environment, with indicated operating sequence, and without exceeding nameplate rating or considering service factor. Comply with NEMA MG-1 and the following: 1. Voltage: 115 VAL 2. Horsepower: 12. 3. Enclosure: Manufacturers standard. 4: Duty: Continuous duty at ambient temperature of 105 deg F (40 deg %and at attitude of 3300 feet (1005 m) above sea level. 5. Phase: One. C. Gate Operators: Concrete base/pad mounted and as follows: 1. Mechanical Slide Gate Operators: a. Duty: Heavy duty, conmeretal6ndustriai. b. Gate Speed: Minimum 45 feet per minute. C. Maximum Gate Weight:.37 feet & 1,000 pounds d. Frequency of Use: Continuous e. Operating Type: Roller chain, with hand crank ce roller -chain redu rs, d arm earandchain-and-sprocket f.. Drive Type: Enclose w g drive. g. Drive Type: V-belt and chain -and -sprocket reducers, roller -chain drive. D. Remote Controls: - 1. Control Station: Three -button -operated; located remotelyfrom gate. a. Function:Open, stop, and close. 2. Card Reader. Functions only when authorized card is presented. Programmable, face- . lighted unit fullyvisible at night. a. Reader Type: Proximity. b. Features: Capable of monitoring and auditing gate activity. E.Obstruction De tection Devices: Provide each motorized gate with automatic safet ytysensor(s). Activation of sensor(s) causes operator to immediately function as follows: 1.. Action: Reverseg:uc in both opening and closing cycles and hold until clear of obstruction. 2. Action: Stop gate in opening cycle and reverse gate in closing cycle and hold until clear of obstruction. - - 3. Internal Sensor. Built-in torque or current monitor senses gate is obstructed. 4. Sensor Edge: Contact -pressure -sensitive safety edge, profile, and sensitivity designed for type of gate and component indicated, in locations as follows. Connect to control circuit using gate edge transmitter and operator receiver system. a. Along entire gate leaf leading edge. _ b. Across entire gate leaf bottom edge. C. Where indicated on Drawings. 5. PhotoelectricAnfrered Sensor System: Designed to detect an obstruction in gate's path when infrared beam in the zone pattern is interrupted: F. Unlit Switches: Adjustable switches, interlocked with motor controls and set to automatically stop gate at fully retracted and fully extended positions. G. Operating Features: 1. System Integration: With -controlling circuit board capable of accepting any type of input from external devices. 2. Master/Slave Capability. Control stations designed and wired for gate pair operation. 3. Automatic Closing Timer: With adjustable time delay before closing. 4. Open Override Circuit: Designed to override closing commands. 5. Reversal .Time Delay. Designed to protect gate system from shock load on reversal in both directions. 6. Maximum Run Timer. Designed to prevent damage to gate system by shutting dawn system if normal time to open gate is exceeded. H. Accessories: 1. Instructional, Safety, and Warning Labels and Signs: According to UL 325. 2.7 CAST -IN -PLACE CONCRETE A. Materials: Portland cement complying with ASTM C 150, Type 1 aggregates complying with ASTM C 33, and potable water. Measure, batch, and mix Project -site -mired concrete according to ASTM C 94/C 94M. 1. Concrete Mixes: Normal -weight concrete with not less than 3000-psi compressive strength (28 days), 34nch slump, and 14nch maximum size aggregate. B. Materials: Dry -packaged concrete mix for normal -weight concrete mixed with potable water according to manufacturer's written instructions. 2.8 GROUT AND ANCHORING CEMENT A. Nonshdnk, Nonmetallic Grout: Premixed, factory -packaged, nonstaining, noncorrosive, nongaseous grout. Provide grout, recommended by manufacturer, for exterior applications. B. Erosion -Resistant Anchoring Cement: Factory -packaged, nonshrink, nonstaining. hydraulic - controlled expansion cement formulation for mixing with potable water at Project site to create pourable anchoring, patching, and grouting compound. Provide formulation that is resistant to erosion from water exposure without needing protection by a sealer or waterproof coating and that is recommended in writing by manufacturer, for exterior applications. " PART 3- EXECUTION;" 3.1 EXAMINATION A. Examine -areas and conditions, with Installer present; for compliance with requirements for site clearing, earthwork, pavement work,.and other condNons affecting performance. 1. Do not begin installation before final grading is completed, unless otherwise permitted by Design/Builder. 2. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Stake locations offence lines, gates, and tenninal posts. Do not exceed Intervals of 500.feet (1525 m) or line of sight betvieen stakes. indicate locations of utilities, lawn sprinkler system, underground structures, benchmarks. and property monuments. 3.3 INSTALLATION, GENERAL A. Install chain -link fencing to compiywithin acceptable Industry standards. 1. Verify location of fencing Installation with DesigMBuilder before starting Installation. 3.4 CHAIN -LINK FENCE INSTALLATION A. Post Excavation: Drill or hand -excavate holes for posts todiameters and spacings indicated. in Arm. undisturbed soil. B. Post Setting: Set posts In concrete at Indicated sparing intofirm, undisturbed soil. 1. Verify that posts are set plumb, aligned, and at correct height and spacing, and hold In position during setting with concrete or mechanical devices. 2. Concrete Fill: Place concrete around posts to dimensions Indicated andvibrateortamp for consolidation. Protect aboveground portion of posts from concrete splatter. C. Terminal Posts: Locate terminal end, carver. and gate posts and terminal pull posts at changes In horizontal or vertical alignment of 15 degrees or more. D. Une Posts: Space line posts uniformly at 10feet o.c. E. Post Bracing: Install, maintaining plumb position and alignment of fencing. Install braces at end and gate posts and at both sides of corner and pull posts. F. Top Rolls: Install. maintaining plumb position and alignment of fencing. Run rail continuously through line post caps, bending to radius for curved runs and tenninating.into rail end attached to posts or post caps fabricated to receive rail at terminal posts. Provide expansion couplings as recommended in writing by fencing manufacturer.. G. Chain -Link Fabric: Apply fabric to outside of enclosing framework. Leave 1 inch between finish grade or surface and bottom selvage, unless otherwise indicated. Pull fabric taut and tie to posts, rails, and tension wires. Anchorto framework so fabric remains under tension after pulling force is released. H. Tension orStretcher Bars: Thread through fabric and secure to end, owner. pull, and gate posts with tension bands spaced not more than 15 inches o.c. I. Tie Wires: Use wire of proper length to firmly secure fabric feline posts and rails. Attach wire at 1 end to chain -link fabric, wrap wire around post a minimum of 180 degrees, and attach other end to chain -link fabric. 1. Maximum Spacing: Tie fabric to line posts at 12Inches o.c. and to braces at 24 Inches O.C. J. Fasteners: Install nuts for tension bands and carriage bolts on the side of the fence apposite the fabric side. Peen ends of bolts or score threads to prevent removal of nuts. 3.5 GATE INSTALLATION A. Install gates according to manufacturers written instructions, level, plumb, and secure for full opening without interference. Attach fabric as for fencing. Attach hardware using tamper - resistant or concealed means: Install ground -set items in concrete for anchorage. Adjust hardware for smooth operation and lubricate where necessary. 3.6 GATE OPERATOR INSTALLATION A- General: Install gate operators according to manufacturers written instructions, aligned and true to fence fine and grade. B. Excavation for Concrete Bases/Pads: Hand -excavate holes for bases/pads, infirm, undisturbed soil to dimensions and depths and at locations as required by gate -operator component manufacturer's written instructions and as indicated. C. Concrete Bases/Pads: Cast -in -place (nr precast concrete, depth not less than 12 inches, dimensioned and reinforced according to gate -operator component manufacturer's written Instructions and as in dIcatedon Drawings. D. Vehicle Loop Detector System: Bury and seal wire loop according to manufacturer's written Instructions. Connect to equipment operated by detector. E. Complywith NFPA 70 and manufacturers written instructions for grounding of electric -powered motors, controls, and other devices. 3.7 ADJUSTING A. Gate: Adjust .gate to operate smoothly, easily, and quietly, free of binding, warp, excessive deflection, distortion, nonalignment, misplacement, disruption, or malfunction, throughout entire operational range. Confirm that latches and locks engage accurately and securely without forcing or binding. a d devices. Adjust electrical equipment n B. Automatic Gate Operator: Energize circuits to I1 operators, controls, safety devices, alarms, and limit switches. 1. Operational Test: After electrical circuitry has been energized, start units to confirm proper motor rotation and unit operation. 2. Test and adjust controls, alarms, and safeties. Replace damagedandmalfunctioning controls and equipment C. Lubricate hardware, gate operator, and other moving parts. 3.8 DEMONSTRATION A. Engage a factory-authodzed service representative to train Owners personnel to adjust, operate, and maintain gates. END OF SECTION 02821 SECTION 04200 UNIT MASONRY PART 1-GENERAL -1.1 SUBMITTALS A. General: Submit the following according to the Conditions of the Contract. B. Product data for each different masonry unit, accessory, and other manufactured product specified. C. Samples for initial selection of the following: 1. Masonry samples in small-scale. D. Samples for verification of the following: 1. Full-size units for each color or type different exposed masonry required, showing the full range of colors, textures, and dimensions to be expected In the completed construction. 1.2 PROJECT CONDITIONS A. Protection of Masonry During erection, cover tops of wails, projections, and sills with waterproof sheeting at end of each days work. B. Stain Prevention: Prevent grout, mortar, and soil from staining the face of masonry to be left exposed. Immediately remove grout, mortar, and soil that come in contact with such masonry. 1. Protect base of walls from rain -splashed mud and mortar splatter. C. Cold -Weather Requirements: Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen subgrade or setting beds. Remove and replace unit masonry damaged by frost or freezing conditions. Do not work during freezing or approaching freeze conditions. D. Hot -Weather Requirements: Protect unit masonry work when temperature end humidity conditions produce excessive evaporation of water from mortar and grout. Provide artificial shade and wind breaks and use coded materials as required. Do not apply mortar to substrates with temperatures of 100 deg F and above. . PART2-PRODUCTS ` 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated in the Work include, but are not limited to, the following: B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Concrete Masonry Units: Split face and smooth face. 1 a. As mutually approved by Design/Builder, Architect & Owner 2.2 CONCRETE MASONRY UNITS A. ASTM C 90 and as follows: 1. Unit Compressive Strength: Provide units with minimum average net -area compressive strength indicated below: a. 1900 psi. 2. Weight Classification: Normal weight. 3. Aggregates: Do not use aggregates made from pumice, scoria, or tuff. 4. Provide Type I, moisture -controlled units. 5. Color: Integral color. Color as mutually determined by Design/Builder, Architect and Owner. 6. Size: Manufactured to the actual dimensionsindicated on Drawings within tolerances specified in the applicable referenced ASTM specification. 7. Exposed Faces: Manufacturer's standard color and texture, unless otherwise indicated. 2.3 MORTAR AND GROUT MATERIALS A. Portland Cement: ASTM C 150, Type 1 or IL Provide natural color or white cement as required to produce mortar color indicated. B. Masonry Cement: ASTM C 91. C. Hydrated Lime: ASTM C 207, Type S. D. Aggregate for Mortar: ASTM C 144.. E. Aggregate for Grout: ASTM.0 404. F. Water: Potable. 2.3 REINFORCING STEEL A. Asper structural. 2.4 JOINT REINFORCEMENT A. As per structural. 2.5 TIES AND ANCHORS, GENERAL A. General: Provide ties and anchors within acceptable industry standards and appropriate to the application or specified in subsequent articles that comply with requirements for metal and size of this Article, unless otherwise indicated. B. Steel Sheet: Asfollows: e 1. Galvanized Steel Sheet: ASTMA 366 (ASTM A 366M) (commercial quality) cold -rolled carbon -steel sheet hot -rip galvanized after fabrication to comply with ASTM A 153, Class B-2 or B-3, as applicable, for sheet -metal ties and anchors. 2.6. MORTAR AND GROUT MIXES A Do not use admixtures, including pigments, air -entraining agents, accelerators, retarders, water- repellent agents, antifreeze compounds, or other admixtures, unless otherwise Indicated. 1. Do not use calcium chloride in mortar or grout. B. Mortar for Unit Masonry: Comply with written instruction of manufacturer, Proportion Specification, for job -mixed mortar; for ready -mixed mortar, Type S. 2.7 WEEPS A. Weep holes shall be 4" high plastic weeps. PART 3- EXECUTION 3.1 EXAMINATION ants for installation e resent for compliance lance with requirements conditions, with Installer q A. Examine con I P P conditions affecting performance of unit masonry. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.2 INSTALLATION, GENERAL A. Cut masonry units to provide clean, sharp, unchipped edges. Cut units as required to provide continuous pattern and to fit adjoining construction. Use full-size units without cutting, where possible. install cut units with cut surfaces and, where possible, cut edges concealed. B. Install masonry as per acceptable industry standards. 3.3 MORTAR BEDDING AND JOINTING A. Lay masonry units as per acceptable industry standards. 3.4 WEEP HOLES, AND VENTS A. Prepare masonry surfaces so they are smooth and free from projections that could block Clow of water thru the weeps. ` 3.5 REINFORCEMENT A. Refer to Structural for reinforcement,, unless otherwise shown on the plans or specifications, the minimum vertical reinforcement for all masonry walls shall be one its bar at 48" on center and one #5 bar in cell at each comer in two full grouted cells. Bars shall be lapped a minimum of 27" with a #5 dowel embedded in the foundation. B. Unless otherwise shown on the plans or specifications, the minimum horizontal reinforcement for lintels shall be two#6 bars continuous in full grouted cells. C. Unless otherwise shown on the plans or specifications, the minimum spacing for horizontal joint reinforcement in masonry walls shall be 16" on center. 3.6 REPAIRING, POINTING, AND CLEANING - A. Remove and replace masonry units that are loose, chipped, broken, stained, or, otherwise damaged or if units do not match adjoining units. Install new units to match adjoining units; install in fresh mortar or grout, pointed to eliminate evidence of replacement. B. Pointing: During the tooling ofjolnts, enlarge voids and holes; except weep holes, and completely fill with mortar. Point -up joints, including comers, openings, and adjacent construction, to provide a neat, uniform appearance. Prepare joints for application of sealants. C. in -Progress Cleaning: Clean unit masonry as wok progresses by dry brushing to remove mortar fins and smears prior to tooling joints. D. Final Cleaning: After mortar is thoroughly set and cured, clean exposed masonry as follows: 1. Remove large mortar particles. 2. Protect adjacent non -masonry surfaces from contact with cleaner. a. Clean masonry with solutions and cleaners appropriate to the surface. Clean as per manufacturer's instructions. END OF SECTION 04200 FOR CONSTRUCTION . Revisions Rev. Date Description V I Z X LLI O UA Deborah L. Williams Architecture and Katherine Eversole Design Specializing in 11)eSignlDuild Projects !N ti; fi �•'•.j05tY?.•� @60 9 OF Dote: 06-30-06 Project No. Drawn By: KLE Checked By: DLW Sheet Title: SPECIFICATIONS Drawing No. S ,,3. SECTION 05400 COLD -FORMED METAL FRAMING PART 1-GENERAL 1.1 SUMMARY _ A. This Section includes the following: 1. Interior nonload-bearing steel -stud. 2. Exterior load bearing steelstudwalls, columns and beams. 1.2 SUBMITTALS A. General: Submit each item In this Article according to the -Conditions of the Contract and Division 1 Specification Sections. B. if required by Architect or Design/Builder, product data for each type of cold -formed metal framing, accessory, and product specified. 1.3 QUALITY ASSURANCE A Installer Qualifications: Engage an experienced Installer who has completed cold -formed metal framing similar in material, design, and extent to that Indicated for this Project and with a record of successful in-service performance. 1.4 DELIVERY, STORAGE, AND HANDLING A. Protect cold -famed metal framing from corrosion, deformation, and other damage during delivery, storage, and handling. B. Store coed -formed metal framing, protect with a waterproof covering, and ventilate to avoid condensation. PART2-PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers urers offeringcold- formed metal framing that may be incorporated in the Work include, but are not limited to, the following: 1. Clark -Cincinnati, Inc. 2. Dietrich Industries, Inc. 3. MannoWare; Div. of Ware Industries 4. Unimast, Inc. 2.2 MATERIALS 3.3 INSTALLATION, GENERAL A Cold -formed metal framing maybe shop orfieid fabricated for installation, or it maybe field assembled. B. Install cold -formed metal framing and accessories plumb, square, true to line, and with connections securely fastened, according to manufacturer's recommendations and the requirements ofthis Section. 1. Cut framing members by sawing or shearing; do not torch cut. 2. Fasten cold -formed metal framing members bywelding or screw fastening, as standard with fabricator. Wiiretying offraming members isnotpermitted. C. Install framing members in one-piece lengths, unless splice connections are indicated for track or tension members. D. Provide temporary bracing and leave in place until framing Is permanently stabilized. E. Do not bridge building expansion and control joints with cold -formed metal framing. Independently frame both sides of joints. F. Install insulation in built-up exterior framing members, such as headers, sills, boxed joists, and double studs inaccessible upon completion of work. P P 9 G. Fasten reinforcement plate over web penetrations that exceed size of manufacturer's standard punched openings. 1. Space individual framing members no more than plus orminus 1/8 inch (3 mm) from plan location. Cumulative error shall not exceed minimum: fastening requirements of sheathing or other finishing materials. 3.4 NONLOAD•BEARING INSTALLATION A Install continuous tracks sized to match studs. Align tracks accurately and securely anchor to supporting structure as indicated. B. Squarely seat studs against webs of top and bottom tracks. Fasten both flanges of studs to top and bottom track, unless otherwise indicated. Space studs as follows: 1. Stud Spacing: 16 inches (406 mm). C. Set studs plumb, except as needed for diagonal bracing or required for nonplumb walls or warped surfaces and similar requirements. D. Isolate steel framing from building structure at locations indicated to prevent transfer of vertical loads while providing lateral support. al deflection track and anchor to building structure. 1. Install 9 2. Conned studs with vertical slide clips to continuous angles or supplementary framing anchored to building structure. E. Install horizontal bridging spaced in rows not more than 48 inches (1219 mm) apart Fasten at each 2.1 WOOD PRODUCTS, GENERAL A Lumber. If no grading agency is indicated, provide lumber that complies with acceptable industry standards. t; 2.2 WOOD -PRESERVATIVE -TREATED MATERIALS Preservative TreatmentbyPressure Process Preservative Chemicals: Acceptable to authorities having jurisdiction and containing no arsenic or chromium. For exposed items indicated to receive a stained or natural finish, use chemical formulations that do not require incising, contain colorants, bleed through, or otherwise adversely affect finishes. B. Do not use material that is warped or does not complywith requirements for untreated material. Application: Treat all miscellaneous carpentry as requiredby acceptable industry standard. Wood, nailers, blocking, shipping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing. Wood sills, sleepers, blocking, furring, stripping, and similar concealed members in contact with masonry or concrete. 3. Wood floor plates that are installed over concrete slabs -on -grade. MISCELLANEOUS LUMBER A General: Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including the following: 1. Blocking. 2. Nailers. Furring. 4. Grounds. , B. For items of dimension lumber size, provide Standard, Stud, or No. 3 grade lumber. For exposed boards, provide lumber as follows: Refer to Interiors documents. For concealed boards, provide lumber with 15 percent maximum moisture content and any species and grades ' industry of acceptablen stry standards. For blocking not used for attachment of other construction Utility, Stud, or No. 3 grade lumber of any species may be used provided that it is cut and selected to eliminate defects that will interfere with its attachment and purpose. F. For blocking and natters used for attachment of other construction, select and cut lumber to eliminate SECTION 07920 JOINTSEALANTS PART 1-GENERAL - 1.1 SUMMARY A. This Section includes joint sealants for the following applications, including those specified by reference to this Section: 1. Exteriorjdnts in the following vertical surfaces and horizontal nontmffic surfaces: a. Construction joints in cast -in -place concrete. b. Joints between plant -precast architectural concrete units. C. Control and expansion joints in unit masonry. d. Joints in dimension stone cladding. e. Joints in. glass unit masonry assemblies. f. Joints in exterior insulation and finish systems. g. Joints between metal panels. h. Joints between different materials listed above. 1. Perimeter joints between materials listed above and frames of doors, windows and louvers. j. Control and expansion joints in ceilings and other overhead surfaces: k Other joints as indicated. 2. Exteriorjdnts in the following horizontal traffic surfaces: a. Control and expansion joints in brick pavers. b. Isolation and contraction joints In cast -in -place concrete slabs. C. Joints between plant -precast architectural concrete paving units. d. Joints in stone paving units, Including steps. e. Tile control and expansion joints. f Joints between different materials listed above. - g. Otherjoints as indicated. 3. Interior joints in the following vertical surfaces and horizontal nontrat6c surfaces: a. Control and expansion joints on exposed interior surfaces of exterior walls. e b. Pedmeterjoints of exterior d openings where indicated. C. Tile control and expansion joints. d. Vertical joints on exposed surfaces of interior unit masonry, concrete, walls, and partitions. e. Joints on underside of plant -precast shucturel concrete beams and planks. f. Perimeterjoints between interior wall surfaces and frames of interior doors. windows and elevator entrances. g. Joints between plumbing fixtures and adjoining walls, floors, and counters. h. Otherjdnts as indicated. 2.3 ELASTOMERIC JOINT SEALANTS A Elastomeric Sealants: Comply with requirements indicated for each liquid -applied chemically curing sealant specified, Including those referencing classifications for type, grade,class, and uses related to exposure and joint substrates. B. Stain -Test -Response Characteristics: Where elastomeric sealants are specified to be nonstaining toporous substrates, provide products that haveundergone testing and have not stained porous joint substrates indicated for Project. C. Or equal will be considered on all listed."Available Products" D. Mufticomponent Nonsag Neutral -Curing Silicone Sealant: 1. Available Products:: a. Dow Coming Corporation: 756 H.P. - 2. Type and Grade: M (mufticomponent) and P (pourable). 3. Class: 50. 4. Use Related to Exposure: NIT(nontraffic). 5. Uses Related to Joint Substrates: M, G, A, and, as applicable to joint substrates indicated, O. . a. Use O Joint Substrates: Coated glass, color anodic aluminum, aluminum coated with a high-performance coating, galvanized steel, brick, granite, limestone, marble, ceramic tile, and wood. E. Multicomponent Pourable Neutral -Curing -Silicone Sealant: 1. Available Products: a. Dow Coming Corporation; FC Parking Structure Sealant. 2. Type and Grade: M (mukicomponent) and P (pourable). 3. Class: 25. 4. Uses Related to Exposure: T (traffic) and NT (nontratfic). 5. Uses Related to Joint Substrates: M, A and, as applicable to joint substrates indicated, O. a. Use O Joint Substrates: Galvanized steel, brick, limestone, marble, granite, and ceramic tile.. F. Single -Component Pourable Neutral -Curing Silicone Sealant: 1. Available Products: a. Dow Corning Corporation; in C oration• 890SL. b. Pecos Corporation; 300 Pavement Sealant (Self Leveling). C. Dow Corning Corporation; SL Parking Structure Sealant. 2. Type and Grade: S (single component)and P (pourable). A. Galvanized -Steel Sheet: Zinc coated and as follows: stud intersection. � 1. Install additional row of horizontal bridging in curtainwall stud beneath deflection track when knots and other defects that will Interfere with attachment d ether work. 4. Interior joints in the following horizontal traffic surfaces: 3. 4. 5. Class: 100/50. Uses Related to Exposure: NT and T (traffic). Uses Related to Joint Substrates: M, A and O, as applicable o an substrates I. Coating Designation: G 60 (Z 180). curtainwall studs are not fastened to an additional top track. G. For furring stripsfor installing plywood orhardboard paneling. select boards with no knots capable of producing bent -over nails and damage to Paneling. a. Isolation joints in cast -In -place concrete slabs. indicated. 2. Bridging: Cold -rolled steel channel, clip. angle fastened to webs of punched studs. b. Control and expansion joints in stone flooding. B. Prime -Painted Steel Sheet: ASTM A 570 (ASTM A570M) or ASTM A611, cleaned, pretreated, 3. Bridging: Flat, steel -sheet straps of width and thickness Indicated, fastened to dud flanges. a Control and expansion Joints in brick flooring. a. Use O Joint Substrates: Galvanized steep brick, limestone, marble, granite, and and Primed with manufacturer's lead- and chromate -free, rust -inhibitive primer 4. Bridging: Combination of flat, steel -sheet straps of width and thickness indicated and stud- g B track solid blocking of width and thickness matching studs. Fasten flat straps to stud 2A PLYWOOD BACKING PANELS - - d. Control and expansion joints In the flooring. e. Other joints as Indicated. ceramic tile.. requirements conforming to the performance requirements of FS TT-P-664. flanges and secure solid blocking to stud webs or flanges. - A Telephone and Electrical Equipment Backing Panels: WC PS I. Exposure 1, GD Plugged, fire- .-� - Neutral -Curing Silicone Sealant: G. Singie-Component Neutral- and Basic Curing or N g 1. Grade: Grade 33 or Grade C, 33,000 psi (230 MPa) minimum yield strength. F. Install miscellaneous framing and connections, including. stud kickers, web stiffeners, clip angles, retardant treated, not less than /•Hoch nominal thickness. 1.2 PERFORMANCE 1. Available Products: 2.3 WALL FRAMING continuous angles, anchors, fasteners, and stud girls, to provide a complete and stable _ sealants that establish and maintainwalerdghtand airtight continuous R. Provide curtainwall-framing system. 2.5 FASTENERS' lswitmedcJdnn deteriorating dint substrates. Dint seals without staining or diet J g g j - a. Dow Corning Corporation; 790. 9 orp b. GE Silicones; SilPmf LM SCS2700. A. Steel Studs: Manufacturer's standard C-shaped steel studs of web depths indicated, with lipped flanges, and complying with the following: A General: Provide fasteners of size and type.indicated that rwmplywith requirements specified in this B. Provide joint sealants for interior applications that establish and maintain airtight and water- o ectrem 9 (Basic). C. Tremco; Sp ( ) END OF SECTION 05400 Article for material and manufacture.- resistant continuous joint seals without staining or deteriorating joint substrates. d. GE Silicones; SIIPruf SCS2000. e. Pecora Corporation; 864. 1. Design Uncoated -Steel Thickness: 0.0747 inch (1.90 mm). 2. Flange Width: 1-3/8 inches (35 mm). 1. Where carpentry is exposed to weather, in ground contact. pressure -preservative treated, or in 1.3 SUBMITTALS _ f. Pecora Corporation; 890. Polymeric Systems Inc.; PSI-641. 3. Web: Unpunched area of high relative humidity, provide fasteners with Ind -dip zinc coating. A. Product Data: For each Joint -sealant product indicated. g. h. Sonnebom. Division of ChemRex Inc.; Omniseal. S. Steel Track: Manufacturer's standard U-shaped steel track, unpunched, of web depths indicated, with straight flanges, and complying with the following: B. Nails, Brads, Staples, Power Driven Fasteners, Wood Screws. Screwsfor Fastening to Cold -Formed Metal Framing. Lag Bolts, Bolls, Hex Nuts. Flat Washers, and Expansion Anchors. all as per B. Samples for Initial Selection: Manufacturer's color charts consisting of strips of cured sealants L Tremco; Spectrem 3. J. Dow Corning Corporation; 791. - applicable and acceptable.industry standards. - showing the full range of colors available for each product exposed to view. - k. Dow Corning Corporation; 795 1. Design Uncoated -Steel Thickness: Matching steel studs. 2. Flange Width: Manufacturers standard deep flange where indicated, standard flange SECTION 06105 C. Samples for Verification: If required by Deslgriftilder. Architect and Owner each type and 1. GE Silicones; SilPruf NB SCS9000. M. GE Silicones; UltraPruf II SCS2900. elsewhere. - color of joint sealant required. provide Samples with joint sealants In 1/2-Inch- widejoints n. Pecora Corporation; 865. MISCELLANEOUS CARPENTRY _ formed between two 6-inch-long strips of material matching the appearance of exposed o. Pecora Corporaflon; 895. 2.4 FRAMING ACCESSORIES 2.6 MISCELLANEOUS MATERIALS surfaces adjacent tojdnt sealants. P. Pecora Corporation; 898. �- A. Fabricate steel -framing accessories of the same materiel and finish used forfreming members, with GENERAL 1. Adhesives for Gluing Furring andSleepersto Concrete or Masonry. all as per applicable and D. Product Certificates: If requested, for each type of joint sealant end accessory, signed by 2. • S (single component) end NS noose Type and Grade. ( g p ) ( 9) 50 a minimum yield strength of 33,000 psi (230 MPa). 1.1 SUMMARY acceptable industry standards. product menufadurec - 4. or Exposure: NT (nontraffic). Use Related to3. Class: 2.5 ANCHORS, CLIPS, AND FASTENERS E. Compatibility and Adhesion Test Reports: If requested, from sealant manufacturer. indicating A. Steel Shapes and Clips: ASTM A 36 (ASTM A 36M), zinc coated by the hot -dip process according A This Section includes the following: PART 3- EXECUTION .. the following: 5. Uses Related to Joint Substrates: M, G, A, end, as applicable to joint substrates to ASTM A 123. Wood blocking and nailers. 1. Materials forming joint substrates and joint -sealant backings have been tested for indicated; O. B. Expansion Anchors: Fabricated from corrosion -resistant materials, with capability to sustain, 2. Wood furring 3. Wood sleepers. \ 3.1 INSTALLATION. GENERAL compatibility and adhesion with joint sealants. - 2. Interpretation of test results and written recommendations for primers and substrate a. Use O Joint Substrates: Coated glass, color anodic aluminum, aluminum coated without failure, a load equal to 5times the design load, as determined by testing per ASTM E 4. Plywood backing panels. A Set carpentryto required levels and lens, with members plumb. true to line, cut. and fitted. Fit preparation needed for adhesion. with a high-performance coating, galvanized steel, brick, granite, limestone, marble, ceramic tile, and wood. 488 conducted by a qualified independent testing agency. - B. Related Sections include the following: carpentry to other construction as needed for accurate fit. Locate furring. nailers, Mocking, grounds, and similar supports to comply with requirements for attaching other construction. F. Warranties: Special warranties specified in this Section. C. Powder -Actuated Anchors: Fastener system of type suitable for application indicated, fabricated from corrosion -resistant materiels, with capability to sustain, without failure, a load equal to 10 "Finish Carpentry' for nonstructural carpentry items exposed to view and not specified in another Section. :. B. Provide blocking and framing as Indicated and as required to support facing materials, fixtures; 1.4 QUALITY ASSURANCE 6. Stain -Test -Response Characteristics: Nonstaining to porous substrates. times the design load, as determined by testing per ASTM E 1190 conducted by a qualified spedeltyltems. and Min. A. Installer Qualifications: Instated who is experienced at the Installation of elastomeric sealants H. Single -Component Neutral -Curing Silicone Sealant: Independent testing agency. 92 DEFINITIONS C. Sort and select lumber so that natures characteristics will not.interfere with installation or with required for this Project. 1. Available Products: D. Mechanical Fasteners: Corrosion -resistant coated, set -drilling, self -threading steel drill screws. Dimension lumber: Lumber of inches nominal greater but less than 5 inches nominal in least dimension. fastening other materials to lumber. Do not use materials with defects that interfere with function of member or pieces that are too small to use with minimum number of joints or optimumjoint B. Mockups: If required e and Owner, build mockups Incorporating a. Dow Corning Corporation; 1. Head Type: Lax -profile head beneath sheathing, manufacturer's standard elsewhere. SUBMITTALS arrangement. ws to verify selections mad stndardsomadeundersample lion: alsand todemonstrate sealantcents,esfollows, quality aesthetic effects and set qualify standards farmatedals and execution: ._ SG b. GE Silicones;UltraGlazeSSG4000. C. GE Silicones; UltreGleze SSG4000AC. 2.6 FABRICATION A Product Only lt requested authoritative person. for each type and factory- D. Securely attach carpentry work to substrate by anchoring and fastening as acceptable industry 1. Joints in mockups of assemblies specified in other sections that are indicated to receive d. Polymeric Systems Inc.; PSI-631. e. Schnee -Morehead, Inc.; SM5731 Poly -Glaze Plus. Include fabricated product Indicate component materials and dimensions and Include construction and d pro uc cacomponent standards. elasta neric joint sealants, which are specified by reference to this Section. I. Tremco; Proglaze SG. application details. 1. Include copies of warranties from chemical treatment manufacturers for each type of treatment. (wood -preservative, fire -retardant. waterborne) if requested by authoritative person. Research/Evaluation Reports: For the following. showing compliance with building code in effect for Project (if A Fabricate cold -formed metal framing and accessories plumb, square, true to line, and with applicable): g. Tremco; spe connections securely fastened, according to manufacturer's recommendations and the requirements of this Section. Preservative4reated wood. - Use common wire nails, unless otherwise indicated. Select fasteners of size that will not fully penetrate -1.5 PROJECT CONDITIONS 1l 6 . h. Tremco; Tremsil 00 1. Fabricate framing assemblies in jig templates, 2. Fire -retardant -treated wood. members where opposite side will be exposed to view or will receive finish materials. Make fight connections between members. Install fasteners without splitting wood; do not countersink nail A_ Do not proceed with Installation of joint sealants under thetdlow(ng conditions: 2. Type and Grade: S (single component) and NS (nonsag). Class: 2. Cut framing members by sawing orsheering; do nottorch cut. 3. Fasten cold -formed metal framing members by welding. Wire tying of framing members is 1.4 DELIVERY. STORAGE, AND HANDLING heeds, unless otherwise indicated. - 1. When ambient and substrate temperature conditions are outside limits permitted byjdnt- 3. 4. 5. Use Relatlat ed to Exposure: NT (nontratfic). Uses Related to Joint Substrates: M,G, A end, as applicable to joint substrates not permitted. i 4. Fasten cold -formed metal framing members by welding or screw fastening, as standard with A Slack lumber flat with spacers between each bundle to provide air circulation. Provide for air 3.2 WOOD GROUND, SLEEPER. BLOCKING, AND NAILER .INSTALLATION sealant manufacturer a ere below 40 deg F. a 2. When jointsubstrates ntef. indicated, O. fabricator. Wire tying of framing members is not permitted. circulation around stacks and under coverings. 3. Contaminants capable of Interfering with adhesion have not yet been removed from joint is capable ble of a. Use O Joint substrates: Coated glass, color anodic aluminum, aluminum coated a. Comply with AWS requirements and procedures for welding, appearance end quality B. Deliver interior wood materials that are to be exposed to view only after building is enclosed and A Install where indicated and where required for attaching other work. Form to shapes indicated and cut as required for true line end level datteched work. Cognate locations with other work involved. substrates. with ahigh-perfomance coating, galvanized steel, and ceramic tile. of welds, and methods used in correcting welding work. weatherproof wet work other than painting is dry, and HVAC system is operating.. - 9.6 WARRANTY I.Single-Component Acid -Curing Silicone Sealant: b. Locate mechanical fasteners and install according to cold -framed metal framing manufacturer's instructions with screw penetrating joined members by not less B. Attach items to substrates to support applied loading. Recess belts and nuts flush with surfaces, unless otherwise indicated. A. Special installer's Warranty. Installer's standard form In which Installer agrees o repo a 1. Available Products: than 3 exposed screw threads. PART 2- PRODUCTS .. replace slastomeric joint sealants that do not comply with performance and other requirements WOOD FURRING INSTALLATION - specified in [his Section within specified warranty period. a. Bostik Findley, Chem -Calk 1200. 5. Fasten other materiels to cold -formed metal framing by welding, belting, or screw fastening, according to manufacturer's recommendations. _ A Install level with cicc+;re strips at edges end openings. Shim with wood as required for 1. Warranty Period: Two from date of Substantial Com ledon. h' Y� p b. Dow Coming Corporation; Trade C. Dew Corning Corporation: Tmdemate Glazing. B. Reinforce, stiffen, and brace framing assemblies to withstand handling, delivery, and erection tolerance of finish work. - B. Manufacturer's Warranty. raeuret's standard form In which o sealant d. GE Silicones; Construction SCst200. e. GE Silicones; Contractors S170 000. stresses. Litt fabricated assemblies to prevent damage or distortion. Furring to Receive Plywood or Hardboard Paneling: Install 1-by3-Inch nominal size furring vertically at 24 ce t se that manufacturer agrees to famish elastomericJdM sealants to repair or replace those that do not manufacturer stom comply with performance and other requirements specified In this Section within specified f. Sanitary SCS1700. C. Fabrication Tolerances: Fabricate assemblies to a maximum allowable tolerance variation from inches o.c• warrantypedod Pe ora Corporation; 60. h. Polymeric Systems c.; PSI-601. g. Pecora Corporation; Inc.;plumb, level, and true to line of 1/8 inch in 10 feet (1:960) and as follows: END OF SECTION 06105 1. Warranty Period: Two years from date of Substantial Completion. i. Polymeric Systems Inc.; PSI-613. j. Schnee -Morehead, Inc.: SM5732 Pdyglaze. 1. Spacing: Space individual framing members no more than plus or minus 1/8 inch (3 ram) from plan location. Cumulative error shall not exceed minimum fastening requirements - - C. Special warranties specified In Article exclude deterioration orfefiura of elastomadejolnt k. Sonnebom, Division d ChemRex Inc.; OmniPlus. I. Tremco; Proglaze. of sheathing or other finishing materials. - _ sealants from the following: M. Tremco; Tremsil 200. 2. Squareness: Fabricate each cold -formed metal framing assembly to a maximum out -of - square tolerance of 1/8 inch (3 mm). 1. Movement of the structure resulting In stresses on the sealant exceeding sealant 2. Type end Grade: S (single component) end NS (nonsag). - manufacturer's written specifications for sealant elongation and compression caused by Class: 25. PART 3 - EXECUTION structural settlement or errors attributable to design or construction. 2. Disintegration of joint substrates from natural causes exceeding design specifications. 4. 4. 5. Related Use Related to Exposure: NT es: G, A, a Uses Related to Joint substrates: G, A, and, as applicable toJdnt substrates indicated, 3.1 EXAMINATION 3. Mechanical damage caused by Individuals, teals, or other outside agents. 0' 4. Changes in sealant appearance caused by accumulation of dirt or other atmospheric A. Examine supporting substrates and abutting structural framing for compliance with requirements, contaminants. a. Use 0 Joint Substrates: Coated glass, color anodic aluminum, aluminum coated including installation tolerances and other conditions affecting performance of cold -formed metal with ahigh-performance coaling, galvanized steep and ceramic tile. framing. Do not proceed with installation until unsatisfactory conditions have been corrected. PART 2- PRODUCTS J. Single -Component Mildew -Resistant Neutral -Curing Silicone Sealant: 21 MANUFACTURERS 1. Available Products: 3.2 PREPARATION A. Available Products: Subject compliance with requirements, products that maybe a. Pecora Corporation: 898. '.. - A. Before sprayed -on fireproofing is applied, attach continuous angles, supplementary framing, or � cl Incorporated intotha Work Include, but are not limited to, products listed In other Part 2 artist White. b. Tremco; Tremsil 600 White. tracks to structural members indicated to receive sprayed -on fireproofing: 2.2 MATERIALS. GENERAL 2. Type and Grade: S (single component) and NS (nonsag). B. After sprayed -on fireproofing has been applied, remove only as much fireproofing as needed to complete installation of cold -formed framingwithout reducing thickness of fireproofing below - - .. A. Compatibility: Providejdnt sealants, backings, and other related materials that are compatible 3. 4. Class: 25. Use Related to Exposure: NT that required to obtain fire -resistance rating indicated. Protect remaining fireproofing from - - with one another and with joint substrates under conditions of service and application, as 5. .,,G, Uses Related to Joint Substratees:s: MJG, A, and, as applicable to joint substrates damage. - .- . demonstrated by sealant manufacturer. based on testing and field experience. indicated, O. B. .Colors of Exposed Joint Sealants: As selected by Architect and DesignBuilder from a. Use O Joint Substrates: Coated glass, color anodic aluminum, aluminum coated . - manufacturer's full range... FOR CONSTRUCTION ftevisians Rev. Date Description V / 4Z X O n i-a- V Deborah L. Wifflams Architecture .,m Katherine Eversole Design Specializing in. DesignlBtrild Pf ojechv �61) lA! s OF Date: 06-30-06 Project No. Drawn By: KLE Checked By: DLW Sheet title: SPECIFICATIONS Drawing No� O ■ with a high-performance coating, galvanized steel, and ceramic tile. K. Single -Component Mildew -Resistant Acid -Curing Silicone Sealant: 1. Available Products: a. Dow Coming Corporation; 786 Mildew Resistant. b. GE Silicones; Sanitary SCS1700. C. Tremco: Tremsil 200. White or Clear 2. Type and Grade: S (single component) and NS (nonsag). 3. Class: 25. 4. Use Related to Exposure: NT (nontraffic). 5. Uses Related to Joint Substrates: G, A, and, as applicable to Joint substrates indicated, O. a. Use O Joint Substrates: Coated glass, color anodic aluminum, aluminum coated with a high-performance coating, and ceramic file. L. Multicomponent Nonsag Urethane Sealant: 1. Available Products: a. Pecom Corporation; Dynatrd It. b. Tremco: Dymeric 511. C. Tremco; Vulkem 922. 2. Type and Grade: M (mukicomponent) and NS (nonsag). 3. Class: 50. 4. Uses Related to Exposure: NT (nontraffic) and T (traffic). 5. Uses Related to Joint Substrates: M, G. A, and, as applicable to joint substrates indicated, O. a. Use O Joint Substrates: Coated e less color aluminum aluminum coated g t d with a high-performance coating, galvanized steel, brick, granite, limestone, marble, ceramic tile, and wood. M. Multicomponent Nonsag Urethane Sealant: 1. Available Products: a. Schnee -Morehead, Inc.; Pernathane SM 7200. b. Sike Corporation, Inc.; Sikaflex- 2c NS TG. C. Sonnebon, Division of ChemRex Inc.; NP 2. d. Tremco; Vulkem 227. e. Tremco; Vulkem 322 DS. 2. Type and Grade: M (mufticomponent) and NS (nonsag). 3. Class: 25. 4. Uses Related to Exposure: T traffic and N p (traffic) T(nontreffic). 5. Uses Related to Joint Substrates: M, A and, as applicable to joint substrates indicated, O. a. Use O Joint Substrates: Coated glass, color anodic aluminum, aluminum coated with a high-performance coating, galvanized steel, brick, granite, limestone, marble, ceramic tile, and wood. N. Mukicomponent Nonsag Urethane Sealant: 1. Available Products: a. Bostik Findley; Chem -Calk 500. b. Pacific Polymers, Inc: Elasto-Thane 227 R Type 11 (Gun Grade). C. Polymeric Systems Inc.; PSI-270. d. Tremco; Dymedc. 2. Type and Grade: M (multicomponent) and NS (nonsag). 3. Class: 25. 4. Additional Movement Capability., 40 percent movement in extension and 25 percent in compression for a total of 65 percent movement. 5. Use Related to Exposure: NT (nontraffic). 6. Uses Related to Joint Substrates: M, G, A and, as applicable to joint substrates Indicated O. a. Use O Joint Substrates: Galvanized steel, brick, granite, marble, ceramic tile, and wood. O. Muk(component Nonsag Urethane Sealant: 1. Available Products: a. Pacific Polymers, Inc.; Elasto-Thane 227 High Shore Type II (Gun Grade). b. Pacific Polymers, Inc.; Elasto-Thane 227 Type II (Gun Grade). C. Pecora Corporation; Dynatred. d. Polymeric Systems Inc.; PSI-270. 2. Type and Grade: M(mufticomponent)o rid NS nonse YP (nonsag). 3. Class: 25. 4. Use Related to Exposure: T (traffic). 5. Uses Related to Joint Substrates: M, G. A and, as applicable to joint substrates Indicated, O. a. Use O Joint Substrates: Galvanized steel, brick, granite, marble, and ceramic tile. P. Mul icomponent Nonsag Immersible Urethane Sealant: 1. Available Products: a. Pacific Polymers, Inc.; Elasto-Thane 227 R Type II (Gun Grade). b. Pecans Corporation; Dynatred. C. Tremco: Vulkem 227. d. Tremco; Vulkem 322 DS. 2. Type and Grade: M (mufticomponent) and NS (nonsag). 3. Class: 25. 4. Uses Related to Exposure: T (traffic) and NT(nontraffic) and I (immersible), Class 1 and 2. 5. Uses Related to Joint Substrates: M; G, A and, as applicable to joint substrates indicated, O. a. Use O Joint Substrates: Color anodic aluminum, aluminum coated with a high- performance coating, galvanized steel, brick, granite, marble, ceramic tile, and wood. Q. Mutticomponent Pourable Urethane Sealant: 1. Available Products: a. Bostik Findley, Chem -Calk 550. b. Meadows, W. R.. Inc.; POURTHANE. C. Pacific Polymers, Inc.; Elasto-Thane 227 High Shore Type 1(Self Leveling). d. Pacific Polymers, Inc.; Elasto-Thane 227 Type I (Self Leveling). e. Pecora Corporation; Urexpan NR-200. f. Polymeric Systems Inc.; PSI-270SL. g. Schnee -Morehead, Inc.; Permathane SM 7201. h. Tremco; THC-901. I. Tremco; THC-900. j. Tremco; Vulkem 245. k. Pecora Corporation; Urexpan NR 300, Type H. I. Pecos Corporation; Urexpan NR 300, Type M. 2. Type and Grade: M (mufticomponent) and P (pourable). 3. Class: 25 and.12. 4. Use Related to Exposure: T (traffic). 5. Uses Related to Joint Substrates: M, A and, as applicable to joint substrates indicated, O. a. Use O Joint Substrates: Color anodic aluminum, aluminum coated with a high- performance coating, galvanized steel, brick, granite, marble, ceramic file, and wood. R. Mufticomponent Pourable Urethane Sealant: 1. Available Products: a. Pecora Corporation; Dynatrd II -SG. b. Bike Corporation, Inc.; Sikaflex - 2c SL. C. Sonnebom. Division of ChemRex Inc.; SL 2. 2. Type and Grade: M (mukicomponent) and P (pourable). 3. Class: 25 and 50. 4. Uses Related to Exposure: T (traffic) and NT (nontraffic). 5. Uses Related to Joint Substrates: M, G. A, and, as applicable tojdnt substrates indicated, O. a. Use O Joint Substrates: Color anodic aluminum, aluminum coated with a high- performance coating, galvanized steel, brick, granite, marble, ceramic file and 4 wood. S. Muittcomponent Pourable Immersible Urethane Sealant: 1. Available Products: a. Pacific Polymers, Inc.; Elasto-Thane 227 R Type fi (Self Leveling). b. Tremco; Vulkem 245. 2. Type and Grade: M (muktcomponent) and P (pourable). 3. Class: 25. 4. Uses Related to Exposure: T (traffic) and NT (nontraffic) and I (immersible), Class 1 and 2. 5. Uses Related to Joint Substrates: M. G, A, and, as applicable to joint substrates Indicated, O. a. Use O Joint Substrates: Brick and wood. T. Single -Component Nonsag Urethane Sealant: 1. Available Products: a. Sika Corporation, Inc.; Sikaflex- la. • b. Sonnebom, Division of ChemRex Inc.; Ultra. C. Sonnebom, Division of ChemRex Inc.; NP 1. d. Tremco; Vulkem 116. 2. Type and Grade: S (single component) and NS (nonsag). 3. Class: 25. 4. Uses Related to Exposure: T traffic and NT (nontraffic). 5. Uses Related to Joint Substrates: M. G. A and, as applicable to joint substrates indicated, O. a. Use O Joint Substrates: Color anode aluminum, aluminum coated with a high- performance coating, galvanized steel, brick, granite, marble, ceramic file and wood. U. Single -Component Nonsag Urethane Sealant: 1. Available Products: a. Bostik Findley, Chem-Calk900. b. Bostik Findley; Chem -Calk 915. c. Bostk Findley, Chem -Calk 916 Textured. d. Bosttk Findley, Chem -Calk 2639. e. Pecora Corporation; Dynatrol 1-XL. f. Polymeric Systems Inc.; Flexiprene 1000. g. Polymeric Systems Inc.; PSI-901. h. Schnee -Morehead Inc.: Perrnath e S an M7100. I. Schnee -Morehead Inc.; Permatnane SM 7108 j. Schnee -Morehead, Inc.; Pernathane SM7110. k. Sika Corporation, Inc.; Sikaflex-15LM. I. Tremco; DyMonic. M. Tremco; Vulkem 921. n. Tremco; Vulkem 931. 2. Type and Grade: S (single component) and NS (nonsag). 3. Class: 25, 50. and 100/50. 4. Use Related to Exposure: NT (nontraffic). 5. Uses Related to Joint Substrates: M, G, A and, as applicable to joint substrates Indicated, O. a. Use O Joint Substrates: rat s. Colo anodic aluminum aluminum coated with a hi h- erformance coatis g p g, galvanized steel, brick, granite, marble, ceramic file and wood. V. Mu@icom onent Nonsage P Immersible Urethane Sealant: 1. Available Products: a. Tremco; Vulkem 116. b. Tremco; Vulkem 921. 2. Type and Grade: M (mukicomponent) and P (pourable). 3. Class: 25 and 50. 4. Uses Related to Exposure: T (traffic) and NT (nontraffic), or NT (nontraffic) and I (Immersible), Class 1 and 2. 5. Uses Related to Joint Substrates: M, A and; as applicable to joint substrates indicated, O. a. Use O Joint Substrates: Color anodic aluminum, aluminum coated with a high- performance coating, galvanized steel, brick, granite, marble ceramic file and wood. W. Single -Component Pourable Urethane Sealant: 1. Available Products: a. Sika Corporation, Inc.; Sikaflex-1CSL. It. Sonnebom, Division of ChemRex Inc.; SL 1. C. Tremoo; Vukem Nova 300 SSL. 2. Type and Grade: S (single component) and P (pourable). 3. Class: 25 and 50. 4. Uses Related to Exposure: T (traffic) and NT (nontraffic). 5. Uses Related to Joint Substrates: M, G, A and, as applicable to joint substrates indicated, O. a. Use O Joint Substrates: Galvanized steel, brick, granite, marble, ceramic tile, and wood. X. Single -Component Pourable Urethane Sealant: 1. Available Products: a. Bostk Findley; Chem -Calk 950. b. Pecos Corporation: Urexpan NR-201. C. Polymeric Systems Inc.: Flexiprene 952. d. Schnee -Morehead. Inc.; Pemmthane SM7101. e. Tremco; Tremflex S/L. f. Tremco; Vulkem 45. 2 Type and Grade: S.(single component) and P. (pourable). 3. Class: 25. 4. Use Related to Exposure: Tftratfic). S. Uses Related to Joint Substrates: M. G. A and, as applicable tojdnt substrates Indicated, 0. a. Use O Joint Substrates: Color anodic akiminum. aluminum coated with a high- performance coaling, galvantzed steel.Wck. granite, mafite, ceramic tile. and wood. 2.4 SOLVENT -RELEASE JOINT SEALANTS A Acrylic -Based Solvent -Release Joint Sealant: 1. Available Products: a. Schnee -Moorehead, Inc.; Acryl-R Acrylic Sealant b. Tremco; Mono 555. S. Butyl -Rubber -Based Solvent -Release Joint Sealant: 1. Available Products: a. Bostik Findley. Bostik 300. b. Fuller. H. B. Company: S:-0296. C. Fuller. H. B. Company; SC•0288. d. Pecora Corporation: BC-158. e. Polymeric Systems Inc.; PSI-301 is Sonnebom. Division or ChemRex Inc.: Sonnebom WN-Purpose Sealant. g. Tremco: Tremco Butyl Sealant C. Pigmented Narrow -Joint Sealant.. Manufacturer's standard, solvent -release -curing, pigmented, synthetic -rubber sealant complying with AAMA 803.3 and formulated for sealing joints 3116 inch or smaller in width. 1. Available Products: a. Fuller. H. 8, Company; SC-0289. b. Schnee -Morehead, Inc.; SM 5504 Acryl-R Narrow Joint Sealant. 2.5 LATEX JOINT SEALANTS A Latex Sealant: Available Products: 1. Bostik Findley. Chem -Calk 600. 2. Pecan Corporation; AC-20+. 3. Schnee -Morehead, Inc.; SM-8200. 4. Sonnebom, Division of ChemRex Inc.; Sonolac. 5. Tremco; Tremflex 834. 2.6 ACOUSTICAL JOINT SEALANTS A Acoustical Sealant for Exposed and Concealed Joints: Manuficturees standard nonsag; paintable, nonstaining latex sealant complying with the following: 1. Product effectively reduces airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies 2. Available Products: - a. Pecora Corporation; AC-20 FTR Acoustical and Insulation Sealant. b. United States Gypsum Co.; SHEETROCKAcoustical Sealant. B. Acoustical Sealant for Concealed Joints: Manufacturer's standard, nondrying, nonhardening, nonstanning, nonstaining, gunnable, synthetic -rubber sealant recommended for searing interior concealed joints to reduce airborne sound transmission. 1. Available Products: a. Pecora Corporation; BA•98. b. Tremco; Tremco, Acoustical Sealant. 2.7 PREFORMED JOINT SEALANTS A Preformed SlllconeSealant System: Manufacturer's standard system consisting of precured .low -modulus silicone extrusion, in sizes to fit joint widths Indicated, combined with a neutral - curing silicone sealant for bonding extrusions to substrates. 1. Available Products: a. Dow Corning. Corporation;123 Silicone SeaL b. GE Silicones; UltraSpan US1100. C. Pecora Corporation; Sli-Span. d. Tremco;-Spectrem Ez Sea]. B. Preformed Foam Sealant: Manufacturer's standard preformed, precompressed, open -cell foam sealant that is manufactured from high -density urethane foam impregnated with a nondrying, water-repellent agent; is factory produced In precompressed sizes Inroll or stick form to fit joint widths indicated; Is coated on one side with a pressure -sensitive adhesive and covered with protective wrapping; develops a watertight and airtight sea] when compressed to the degree specified by manufacturer, and complies with the following: 1. Available Products:... _ a. EMSEAL Joint ems se m Ltd.; E a125V. b. illbruck Sealant Systems, Inc.; Wilseal 600. C. Pdytite Manufacturing Corporation; Polytite B. d. Pdytite Manufacturing Corporation; Polyfite Standard. e. Sandell Manufacturing Co., Inc.; Polyseal. 2. Properties: Permanently elastic, mildew resistant, nonmigratory, nonstaining, and compatible with jdnt substrates and otherjoint sealants. a. Density. Manufacturer's standard. 2.8 PREFORMED TAPE SEALANTS A. Back -Bedding Mastic Tape Sealant: Preformed, butyl -based elastomeric tape sealant with a solids content of 100 percent: nonstaining. and nonmigrating in contact with nonporous surfaces; with or without spacer rod as recommended in writing by tape manufacturers for application indicated:packaged"on rolls with a release e . paper backlog; and complying with AAMA 800 for Products indicated below: 1. AAMA804.3 tape, where indicated. 2. AAMA 805.3 tape, for applications In which tape is subject to continuous pressure. 3. AAMA807.3 tape, for applications in which tape is not subject to continuous pressure. B. Expanded Cellular Tape Sealant: Closed -cell, PVC foam tape sealant; factory coated with adhesive on both* surfaces: packaged on rolls with release liner protecting adhesive; and complying with AAMA 800 for the following types: 1. . Type 1, for applications in which tape acts as the primary sealant. 2. .Type 2, for applications In which tape Is used In combination with a full bead of liquid sealant. 2.9 JOINT -SEALANT BACKING A. General: Provide sealant backings o rig f materiel and type that are nonstaining; are compatible With joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. B. Cylindrical Sealant Bdc tun s: Type C closed -cell materiel with a surface skin), - Cyl rfa Ian O en cell material), B (bicellular material with a surface skin), or any of the preceding types, ass approved in writing byjdnt-sealant manufacturer forjdnt application indicated, and of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance: C. Elastomeric Tubing Sealant Backings: Neoprene,: butyl; EPDM, or silicone tubing, non absorbent to water and gas, and capable of remaining resilient at temperatures down to minus 26 deg F. Provide products with low compression set and of size and shape to provide a secondary, seal, to control sealant depth, and to otherwise contribute to optimum sealant performance. D. Bond -Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint -filler materials or joint surfaces at back of joint where such adhesion would result in sealant failure. Provide*self- adhesive tape where applicable. 2.10 MISCELLANEOUS MATERIALS A Primer: "Material recommended by joint -sealant manufacturer where required for adhesion of sealant to joint substratesMilc icated, as determined from preconstmdion joint -sealant -substrate tests and field tests. B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials, free of city residues or other substances capable of staining or harming joint substrates and adjacent nonporous surfaces in any way, and formulated to promote optimum adhesion of sealants tojdnt substrates. C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent tojoints. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine joints indicated to receive joint sealants, proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Surface Cleaning of Joints: Clean outjoints immediately before installing joint sealants to comply with joint -sealant manufacturer's written instructions and the following requirements: lv 1. Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant, including dust, paints (except for permanent, protective coatings tested and approved for sealant adhesion and compatibility by sealant manufacturer), old joint sealants, oil; grease, waterproofing, water repellents, water, surface dirt, and frost. 2. Clean porous joint substrate surfaces by brushing, grinding, blast cleaning, mechanical abrading, or e combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealants. Remove loose particles remaining after cleaning operations above by vacuuming or blowing outjdnts with or - free compressed air. Porous joint substrates include the following: a. Concrete. b. Masonry. C. Unglazed surfaces of ceramic tile. 3. Remove laitanceand forth -release agents -from concrete. 4. Clean nonporous surfaces with chemical cleaners or other means that do not stain, harts substrates, or leave residues capable of interfering with adhesion of joint sealants. Nonporous joint substrates include the following: a. Metal b. - Glass. . C. Porcelain enamel. d: Glazed surfaces of ceramic tile. B. JointPriming: Apply primer to comply with joint -sealant manufacturers written instructions. Confine primers to areas of joint -sealant bond; do not allow spillage or migration onto adjoining surfaces... C. Masking Tape: Use masking tape where required to prevent contact of sealant with adjoining surfaces that otherwise would be permanently stained or damaged by such contact or by I cleaning methods required to remote sealant smears. Remove tape immediately after tooling without disturbing joint seal. 3.3 INSTALLATION OF JOINT SEALANTS A General: Comply with joint -sealant manufacturer's written installation Instructions for products and applications indicated, unless more stringent requirements apply. B. Install sealant backings of appropriate application to support sealants during application and at position required to produce cross -sectional shapes and depths of Installed sealants relative to joint widths that allow optimum sealant movement capability. 1. Do not leave gaps between ends of sealant backings. 2. Do not stretch, twist, puncture, or tear sealant backings. 3. Remove absorbent sealant backings that have become wet before sealant application and replace them with dry materials. C. Install sealants using proven techniques that comply with the following and at the some time backings are installed: 1. Place sealants so they directly contact and fully wet joint substrates. 2. Completely fill recesses in each joint configuration. 3. Produce uniform, cross -sectional shapes and depths relative tojoint widths that allow optimum sealant movement capability. D. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants according to requirements specified below to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides ofJoint. 1. Remove excess sealant from surfaces adjacent to joints. 2. Use tooling agents that are approved by sealant manufacturer and that do not discolor sealants or adjacent surfaces. 3. Provide concave joint configuration as applicable 4. Provide flush joint configuration as applicable 5. Provide recessed joint configuration of recess depth and at locations as applicable a. Use masking tape to protect surfaces adjacent to recessed tooled joints. E. Installation of Preformed Tapes: Install according to manufacturer's written instructions. F. Installation of Preformed Silicone -Sealant System: Install according to manufacturer's written . instructions. G. Installation of Preformed Foam Sealants: install according to manufacturer's written Instructions. 3.4 CLEANING A Clean off excess sealant or sealant smears adjacent tojdnts as the Work progresses by methods and with cleaning materials approved in writing by manufacturers ofjdnt sealants and of products in which joints occur. 3.5 PROTECTION A Protectjoint sealants during and after curing period from contact with contaminating substances and from damage resulting from construction operations or other causes so sealants are without deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated joint sealants immediately so installations with repaired areas are Indistinguishable from original work. 3.6 JOINT -SEALAN T SCHEDULE A Joint -Sealant Application: Exterior vertical and horizontal nontraffic construction joints in cast - in -place concrete. 1. Joint Sealant: Mulficonponent nonsag pdysulfide sealant, Single -component nonsag pdysulfide sealant; Multicomponent nonsag neutral -curing silicone sealant, Single - component neutral- and basic -curing silicone sealant, Single -component neutral -curing " - silicone sealant, MulBcomponent.nonsag urethane sealant, Mulficomponent nonsag immersible urethane sealant, or Single -component nonsag urethane sealant. 2. Joint -Sealant Color. As selected by Architect from manufacturees full range. B. Joint -Sealant Application: Exterior horizontal nontraffic and traffic, Isolation and contraction joints in cast -in -place concrete slabs. 1. Joint Sealant: Multicomponent pourable pdysulfide. sealant, Single -component pourable neutral -curing silicone sealant, Muificomponent nonsag urethane. sealant, Mukicomponent pourable urethane sealant, Multicomponent pourable Immersible urethane sealant, or Single -component pourable urethane sealant. 2. Joint -Sealant Color. As selected by Architect from manufacturers full range. C. Joint-Seelant Applicaton: Exterior vertical and horizontal nontraffic joints between plant -precast architectural concrete units. 1. Joint Sealant: Multicomponent nonsag ol sul e, p g p y fid sealant, Single -component nonsag pdysulfide sealant, Single -component neutral- and basic -curing silicae sealant, Mufticomponent nonsag neutral -curing silicone sealant, Single -component neutral -curing silicone sealant, Multicomponent nonsag urethane sealant, or Single -component nonsag urethane sealant. 2. Joint -Sealant Color. As selected by Architect from manufacturers full range. D. Joint -Sealant Application: Exterior vertical control and expansion joints in unit masonry. 1. Joint Sealant: Multicomponent nonsag pdysulfide sealant, Single -component nonsag d ulfide sealant Single -component p ys neutral- and basic -curing silicone sealant. angle - component neutral -curing silicone sealant, MulBcornponent nonsag urethane sealant, or Single -component nonsag urethane sealant. 2. Joint -Sealant Color. As selected by Architect from manufacturer's full range. E. Joint -Sealant Application: Exterior joints in dimension stone cladding. 1. Joint Sealant: Multicomponent nonsag pdysulfide sealant, angle -component nonsag pdysulfide sealant, Multicomponent nonsag neutral -curing silicone sealant, Single - component neutral- and basic -curing silicone sealant, Single -component neutral -curing silicone sealant, or Multicomponent nonsag urethane sealant. 2. Joint -Sealant Color. As selected by Architect from manufacturers full range. F. Joint -Sealant Application: Interior and exterior sealant -pointed mortarjdnts in glass unit - masonry assemblies. 1. Joint Sealant: Single -component neutral -curing silicone sealant, or Single -component add -curing silicone sealant. 2. Joint -Sealant Color. As selected by Architect from manufacturers full range. G. Joint -Sealant Application: Exterior joints in exterior insulation and finish systems. 1. Joint Sealant: Single -component neutral- and basic -curing silicone sealant, angle - component neutral-curing.silicone sealant, or Multicomponent nonsag urethane sealant. Preformed silicone -sealant system. 2. Joint -Sealant Color. As selected by Architect from manufacturers full range. H. Joint-SealantApplicaflon: Exterior buttjointsbetween metal panels. 1. Joint Sealant: Single -component neutral- and basic -curing silicone sealant, angle - component neutral -curing silicone sealant, Multicomponent nonsag urethane sealant, or Single -component nonsag urethane sealant. 2. Joint -Sealant Color. As selected by Architect from manufacturees full range. I. Joint -Sealant Application: Exterior vertical joints between different materials listed above. 1. Joint Sealant: Multicomponent nonsag poysulfide sealant, Single -component nonsag pdysulfide sealant, Single -component neutral- and basic -curing silicone sealant, angle - component neutral -curing silicone sealant, Mulficomponent nonsag urethane sealant, or Single -component nonsag urethane sealant. 2. Joint -Sealant Color. As selected by Architect from manufacturers full range. J. Joint -Sealant Application: Exterior perimeter joints around frames of doors, windows, and louvers. 1. Joint Sealant: Multicomponent nonsag pdysulfide sealant, Single -component nonsag pdysulfide sealant, Single -component neutral- and basic -curing silicone sealant, Single - component neutral -curing silicone sealant, Multicomponent nonsag urethane sealant, or Single -component nonsag urethane sealant. 2. Joint -Sealant Color. As selected by Architect from manufacturers full range. K Joint -Sealant Application: Exterior control and expansion joints inceilings and other overhead surfaces. 1. Joint Sealant: Multicomponent nonsag pdysulfide sealant. Single -component nonsag pdysulfide sealant, Single -component neutral- and basic -curing silicone sealant, angle - component neutral -curing silicone sealant, Multieernponent nonsag urethane sealant, or Single -component nonsag urethane sealant. 2. Joint -Sealant Color. Asselected by Architect from manufacturer's full range. L Joint -Sealant Application: Other exteriorjoints in vertical and horizontal nontraffic surfaces. 1. Joint Sealant: Mulficomponent nonsag pdysulfide. sealant, Single -component nonsag pdysulfide sealant, Single -component neutral- and basic -curing silicone sealant, Single - component neutral -curing silicone sealant, Multicomponent nonsag urethane sealant; or Single -component nonsag urethane sealant. 2. Joint -Sealant Colo: As selected by Architect from manufacturer's full range. M. Joint -Sealant Application: Exterior control and expansion joints in horizontal traffic surfaces of brick pavers, ceramic file and stone paving units. 1. Joint Sealant: Multicomponent pourable pdysulfide sealant, Multicomponent nonsag urethane sealanh Mulficomponent pourable urethane sealant, or Single -component pourable urethane sealant. 2. Joint -Sealant Color: As selected by Architect from manufacturer's full range. N. Joint -Sealant Application: Vertical control and expansion joints on exposed interior surfaces of exteriorwalls. 1. Joint Sealant: Multicomponent.nonsag poysulfide sealant,.5ingle-component nonsag pdysulfide sealant, Single -component neutral -and basic -curing silicone sealant, Single - component neutral -curing silicone sealant, Multicomponent nonsag urethane sealant; or Single -component nonsag urethane sealant. Latex sealant. 2. Joint -Sealant Colo: As selected by Architect from manufacturees full range. O. Joint -Sealant Application: Interior perimeterjonts of exterior openings. 1. Joint Sealant: Multicomponent nonsag pdysulfide sealant, Single -component nonsag pdysulfide sealant, Single -component neutral- and basic -curing silicone sealant, Single - component neutral -curing silicone sealant, Multicomponent nonsag urethane sealant, or Single -component nonsag urethane sealant Latex sea lant. 2. Joint -Sealant Color. As selected by Architect from manufacturer's full range. P. Joint -Sealant ApplicationInterior ceramic and dimension stone file expansion, control, contraction, and isolation joints in horizontal traffic surfaces. 1. Joint Sealant: Multicomponent pourable pdysulfide sealant, Multicomponent nonsag urethane sealant, Multicomponent pourable urethane sealant, or Single -component pourable urethane sealant. 2. Joint -Sealant Color: As selected by Architect from manufacturers full range. Q. Joint -Sealant Application: Interiorjdnts between plumbing fixtures and adjoining walls, floors, and counters. 1. Joint Sealant: Single -component mildew -resistant neutral and acid -curing silicone sealant. 2. Joint -Sealant Colo: As selected by Architect from manufacturer's full range. R. Joint -Sealant Application : Vertical joints on exposed surfaces of interior unit masonry and concrete walls and P artifions. 1. Joint Sealant: Multicomponent nonsag pdysulfide sealant, Single -component nonsag pdysulfide sealant, Single -component neutral- and basic -curing silicone sealant, Single - component neutral -curing silicone sealant, Multtconponent nonsag urethane sealant, or Sin le -component nonsag urethane sealant. 2. Joint-Sealent Color: As selected by Architect from manufacturer's full range. S. Joint -Sealant Application: Pedmeterjoints between interior wall surfaces and frames of interior doors, windows, and elevator entrances. 1. Joint Sealant: Latex sealant. 2. Joint -Sealant Color. As selected by Architect from manufacturer's full range: T. Joint -Sealant ApPlication : I ton"o con trol. expansion, and isolation joints inhorizon tal traffic surfaces of dimension stone and brick flooring and other interior joints in horizontal traffic surfaces. 1. Joint Sealant: Multicom one t p n pourable pdysulfide sealant, Multicomponent nonsag urethane sealant, Multicomponent pourable urethane. sealant, or Single -component pourable urethane sealant. 2. Joint -Sealant Color. As selected by Architect from manufacturers full range. END OF SECTION 07920 SECTION 08331 .OVERHEAD COILING DOORS GENERAL 1.1 SUMMARY A This Section includes theiotioxmg types of manually and aleddc-motor-operated overhead Idling doors: Electric, motor -operated, insulated service doors. 1.2 DEFINITIONS Operation Cycler One cycle of a door is complete when It Is moved from the closed position to the fully open position and returned to the dosed posldon. 1.3 PERFORMANCE REQUIREMENTS Structural Performance: Provide overhead calling doorscapableof xithstanding the effects of gravity feeds and the following loads and stresses without evidencing permanent deformation of door components. Wind Load: Uniform pressure (velocity pressure) of 150 mph. acting inward and outward. Impact Test for Flying Debris: Comply with ASTM E 1998, tested according to ASTM E 1886. a. Level of Protection: Enhanced Protection. Wind Zone: 150 mph , pressure test to 112 and 1-112 x design pressure (positive and negative). Operation -Cycle Requirements: Provide overhead coiling door components and operators capable of operating for not less than 100,000 cycles and for 10 cycles per day. Include tamperproof cycle counter. 1.4 SUBMITTALS A Product Date: For each type and size of overhead coiling door and accessory. Include the following: Shop Drawings: For special components and installations not dimensioned or detailed in manufacturers product data. Samples for Initial Selection: Manufacturer's cola charts showing full range of colors available for units with factory -applied finishes. FOR CONSTRUCTION a Revisions Rev. Date Description Oro n t V Deborah L. Wiiiaams Architecture and Katherine Eversole Design Specializing in DesignlBidld Projects fdJ • q ..• OF�•}S` Date; 06-30-06 Project No. Drown By: KLE Checked By. DLW Sheet Title: SPECIFICATIONS Drawing No� ■ E Revisions Rev. I Date Description Samples for Verification: Of each type of exposed finish required, prepared on Samples of size indicated below. Curtain Slats: 12 inches long. 2. Guides: 6 inches long. 3. Brackets: 6Inches square. Not required if same as Guides. 4. Hood: 6 inches square Qualification Data: For Installer. UALITY ASSURANCE / A Installer Qualifications: Manufacturer's authorized representative who is trained and approved for both installation and maintenance of units required for this Project. B. Source Limitations: Obtain overhead coiling doors through one source from a single manufacturer. Obtain operators and controls from overhead coiling door manufacturer. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA70. Article 100. PART 2- PRODUCTS 2.1 MANUFACTURERS Manufacturer: Subject to compliance with requirements, provide products by one of the following: Atlas Door: Div. of Clopay Building Products Company, Inc. 2. Cookson Company. 3. Cornell Iron Works Inc. rCor oration. 4. Mahon Door p 5. Overhead Door Corp. 6. Raynor. 7. Windsor Door, a MAGNATRAX Corporation. 2.2 DOOR CURTAIN MATERIALS AND CONSTRUCTION interlocking slats , designedtowi thstand door curtain of I overhead Collin 9 • Fabricate o A Door Curtains. 9 Wind loading indicated, in acontinuouslength fowidth of door without splices.. Unless otherwise indicated, provide slats of thickness and mechanical properties recommended by door manufacturer for performance, size, and type of door Indicated, and as follows: Steel Door Curtain Slats: Zinc- coated (galvanized), cold -rolled structural steel (SS) sheet; G90 (Z275) coaling designation. i a. Minimum Base -Metal (Uncoated) Minimum.Thickness: 0.0478 inches b. Flat profile slats. 'Insulation: Fill slat with manufacturer's standard rigid cellular polyisocyanurate or polyurethane -foam -type thermal insulation complying with maximum flame -spread and smoke -developed Indexes of 75 and 450. respectively. Enclose insulation completerywithin metal slat faces. Inside Curtain Slat Face: To match material of outside metal curtain slat, except 24 ga., 0.0239 inches minimum thickness. B. Endlocks and Windsocks for Service Doors: Malleable -Iron casings galvanized after fabrication, secured to curtain slats vilth galvanized dvets. Provide looks on not less then alternate curtain cats for curtain alignment and resistance against lateral movement. Bottom Bar for Service Doors: Consisting of 2 angles, each not less than 1-12 by 1-12 by 1/6 inch thick: galvanized. to suit type of curtain slats. Curtain Jamb Guides for Service Doors: Fabricate curtain jamb guides of steel angles or channels and angles, with sufflclenl depth and strength to retain curtain, to allow curtain to operate smoothly. and to withstand loading. Build up units with not less then 3M6-inch-thlak gahianized steel sections. Slot bolt holes for guide adjustment_ Provide rerriovable stops on guides to prevent overtr•avel of curtain, and a continuous bar for holding wlndlocks. HOODS. AND. ACCESSORIES - Hood: Form to act as wealherseal and entirely enclose coiled curtain and operating mechanism at opening head. Contour to fit end brackets to which hood Is attached. Rolland reinforce top and bottom edges for stiffness. Provide closed ends for surface -mounted hoods and provide fascia for any portion of between Jamb mounting projecting beyond wall face. Provide Intermediate support brackets as required to prevent sagging. Fabricate hoods for steel doors of minimum 24 Ga.. 0.040- inch thick. hot -dip galvanized steel sheet with G90 zinc coating. Shape: Round. Weatherseals: Provide replaceable, adjustable, continuous, compressible weather-stripping gaskets fitted to bottom and top of exterior doors, unless otherwise indicated. At doorhead. use 1/8-Inch-thlek, replaceable. continuous sheet secured to inside of hood. 1. Provide motor -operated doors with combination bottom weetherseal and sensor edge. In addition. provide replaceable, adjustable, continuous, flexible.118-inch-thick seals of flexible vinyl, rubber, or neoprene at doorjambs for a weathertight installation. COUNTERBALANCING MECHANISM A General: Counterbalance doors by means of adjustable4enston. steel helical torsion spring mounted around a steel shaft and contained in a spring barrel connected to door curtain with barrel rings. Use grease -sealed bearings or self-lubricating graphite bearings for rotating members. B. Counterbalance Barrel: Fabricate spring barrel of hot -formed, structural -quality, welded or seamless carbon -steel pipe. of sufficlent diameter and wall thickness to support rolled -up curtain without distortion of cats and to Ilmft barrel deflection to not more than 0.03 InA. of span under fug load. C. Provide spring balance of one or more oil -tempered, heat -treated steel helical torsion springs. Size springs to counterbalance weight of curtain, with uniform adjustment accessible from outside barrel. Provide cast -steel barrel.plugs to secure ends of spdngs to barrel and shaft. D. Fabricate torsion rod for counterbalance shaft of cold -rolled steel, sized to hold fixed spring ends and carry torsional load. E Brackets: Provide mounting brackets of manufacturers standard design, either cast iron or cold -rolled steel plate. 2.5 ELECTRIC DOOR OPERATORS General: Provide electric door operator assembly of size and capacity recommended and provided by door manufacturer for door and operation -cycle requirements specified, with electric motor and factory- prewired motor controls, starter, gear -reduction unit, solenoid -operated brake, clutch, remote -control cations, control devices, integral geeing for locking door, and accessodes required for proper operation. B. Comply with NFPA70. C. Disconnect Device: Provide hand -operated disconnect or mechanism for automatically engaging chain and sprocket operator and releasing brake for emergency manual operation while disconnecting motor without affecting timing of limit switch. Mount disconnect and operator so they are accessible from floor level. Include intedock device to automatically prevent motor from operating when emergency operator is engaged. D. Design operator so motor may be removed without disturbing limit -switch adjustment and without affecting emergency auxiliary operator. E Provide control equipment complying with NEMA ICS 1, NEMA ICS 2, and NEMA ICS 6, with NFPA 70 Class 2 control circuit, maximum 24-V, ac or do. Door -Operator Type: Provide wall-, hood-, or bracket -mounted, jackshaft-type door operator unit consisting of electric motor, enclosed gear -head -reduction and worm -gear running -in -oil drive, and chain and sprocket secondary drive. Electric Motors: Provide high -starting torque, reversible; continuous -duty, Class A insulated, electric motors complying with NEMA MG 1; with overload protection; sized to start, accelerate, and operate door in either direction from any position, at not less than 2/3 fps and not more than 1 fps, without exceeding nameplate ratings or service factor. Type: 3-phase, medium -induction type. 2. Service Factor. According to NEMA MG 1, unless otherwise indicated. 3. Coordinate wrong requirements and electrical characteristics of motors with building electrical system. Provide open ddpproof4ype motor, and controller with NEMA ICS 6, Type 1 enclosure. Provide totally enclosed, nonventilated or fan -coded motor, fitted with plugged drain, and controller with NEMA ICS 6, Type 4 enclosure where indicated. Remote -Control Station: Provide manentary-contact, three -button control station with push-button controls labeled "Open," "Close," and "Stop." (key operated) Provide: interior units,:full-guarded, surface -mounted, heavy-duty type, with general-purpose NEMA ICS 6, Type 1 enclosure. Provide exterior units, full -guarded; standard -duty, surface -mounted, weatherproof type; NEMA ICS 6, Type 4 enclosure, key operated. - Obstruction Detection Device: Provide each motorized door with indicated external automatic safety sensor capable of protecting full width of door opening. Activation of sensor immediately stops and reverses downward door travel. Sensor Edge: Provide each motorized door with an automatic safety sensor edge, located within astragal or weather shipping mounted to bottom bar. Contact withsensor immediately sops and reverses downward door travel. Connect to control circuit using manufacturer's standard take-up reel or self -coiling cable. Provide electrically actuated automatic bottom bar. Self -Monitoring Type: Four -wire configured device. J. Limit Switches: Provideadjustable switches, interlocked with motor controls and set to automatically stop door at fully opened and fully closed positions. Provide electric operators with ADA-compliant audible alarm and visual indicator lights. FINISHES, GENERAL A General: Complywith NAAMM's."Metal Finishes Manual for Architectural and Metal ProducW for recommendations for applying and designating finishes. B. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one-half of the range of approved Samples. Noticeable variation s same piece are not acceptable. Variations in appearance of other components are acceptable if they are within the range of approved Samples and are assembled or Installed to minimize contras. PART 3- EXECUTION 3.1 INSTALLATION A General: Install coiling doors and operating equipment complete with necessary hardware, jamb and head molding strips, anchors, Inserts, hangers, and equipment supports. ADJUSTING Lubricate bearings and sliding.parts; adjust doors to operate easily, free of warp, twist, or distortion and with weatherlight fit around entire perimeter. 3.3 STARTUP SERVICES Engage a factory -authorized service representative to perform startup service. 1. Complete installation and startup checks according to manufacturers written instructions. 2. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. DEMONSTRATION A Engage a factory -authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain overhead calling doors. Refer to Division 1 Section 'Demonstration and Training." END OF SECTION 08331 SECTION 08334 OVERHEAD COILING GRILLES GENERAL 1.1 SUMMARY A This Section includes the following: 1. Manually -operated overhead coiling grilles. 1.2 DEFINITIONS - Operation Cycle: One cycle of a door is complete when it is moved from the closed position to the fully open position and returned to the closed position. 1.3 PERFORMANCE REQUIREMENTS Operation -Cycle Requirements: Provide overhead coiling grille components and operators capable of operating for not less than 20,000 cycles and for 10 cycles per day. 1.4 SUBMITTALS A Product Data: For each type and size of overhead coifing gdlle and accessory. Shop Drawings: For special components and installations not dimensioned or detailed in manufacturers product data. Samples for Initial Selection: Manufacturer's color charts showing full range of colors available for units with factory-appried finishes. Samples for Verification: Of each type of exposed finish required, prepared on Samples of size indicated below. Grille Curtain: 12-inch-square assembly with rods, spacers, and vertical links. 2. Bottom Bar. 6 inches long. (Not required if same as Grille Curtain), 3. Guides: 6 inches long. 4. Hood: 6 inches square. Qualification Data: For Installer. 1.5 QUALITY ASSURANCE A Installer Qualifications: Manufacturer's authorized representative who is trained and approved for both installation and maintenance of units required for this Project. B. Source Limitations: Obtain overhead coiling grilles through one source from a single manufacturer. PRODUCTS 2.1 MANUFACTURERS Manufacturer: Subject to compliance with requirements, provide products by one of the following: Cookson Company. 2. Comer Iron Works Inc. 3. Mahon Door Corporation. 4. Overhead Door Corp. 5. Raynor. 6. Windsor Door, a MAGNATRAXCorporafion. 2.2 GRILLE CURTAIN MATERIALS AND CONSTRUCTION A General: Fabricate overhead coiling grille curtain consisting of a network of 5/16-inch minimum diameter horizontal rods, or rods covered with tube spacers, spaced as Indicated. Interconnect reds by vertical links approximately 5/8 inch wide, spaced as indicated and rotating on rods. 1. Space rods at approximat eiy 1-12Inch as o.c... Space links approximately 3 inches apart in a staggered pattern. Steel Grille Curtain: Hot -rip wink -coated (galvanized), or electrogalvanized and phosphatized before fabrication. B. Endlocks: Continuous end links. chains. or other devices at ends of rods: locking and retaining grille curtain In guides against excessive pressures, maintaining gale curtain alignment, and preventing lateral movement. e or.twoan ang les, finished to e tubular she , C. Bottom Bar. Manufacturers standard continuous channel, p 9 match grille. 1. Astragal: Provide a replaceable, adjustable, continuous, compressible gasket of flexible vinyl, rubber, or neoprene; for placement between angles or tried to shape, as a cushion bumper for grille. Grille Curtain Jamb Guides: Manufacturer's standard extruded -aluminum shape having curtain groove with return lips or bars to retain curtain. Provide continuous integral wear strips to prevent metal-to-metai contact and to minimize operational noise: with removable stops on guides to prevent overtravel of curtain. HOODS AND ACCESSORIES Hood: Form to entirely enclose called curtain and operating mechanism at opening head. Contour to fit end brackets to which hood is attached. Roll and reinforce top and bottom edges for stiffness. Provide closed ends for surface -mounted hoods, and provide fascia for any portion of.between-jamb mounting projecting beyond wall face.. Provide Intermediate support brackets as required to prevent sagging. Fabricate hoods for sleet grilles of minimum 24 Ga., 0.040-Itch thick, hol-dip galvanized steel sheet with G90 Ana coating. ' Shape: Round. Provide removable metal soffit of same material and finish as curtain if hood is mounted above ceiling, unless otherwise indicated. - Push/Pull Handles: For push -up -operated or emergency -operated grilles. provide manufacturer's standard lifting handles on each side of grille.. Provide pull -dawn straps or pole hooks for grilles more than 64 Inches high. Fabricate locking. device assemblywlth lock. spring -loaded dead bolt. operating handle, cam plate. and adjustable locking bar to engage through slots in tracks. 1. Locking Bars:. angle -jamb side, operable inside and outside. Lock cylinder Is specified In Division 8 Section "Door Hardware." COUNTERBALANCING MECHANISM - A General: Counterbalance grille curtain by means ofadjustable-tension: steel helical torsion spring mounted around:a steel -shalt and.contained in a spring barrel connected to grille curtain with barrel. rings. Use Breast -sealed bearings orself lubdcattng graphite bearings for rotating members. B. Counterbalance Barrel: Fabricate spring barrel of hot -formed, structural -quality, welded or seamless carbon -steel pipe, of sufficient diameterandwall thickness to support rolled -up grille curtain without distortion of curtain and to limir barrel deflection to rid more than 0.03 in A; of span under full load. C. Provide spring balance of one or more oll4empered, heat -treated steel helical torsion springs. Size springs to counterbalance weight of grille curtain. with untrorm adjustment accessible from outside barrel. Provide cast -steel barrel plugs to secure ends of springs to barrel and shaft. D. Fabricate torsion rod for counterbalance shaft of cold -rolled steel, sized to hold fixed spring ends and carry torsional load. E Brackets: Provide mounting brackets ofmanufacurers standard design, either cast iron or cold -rolled. steel plate. 2.5 FINISHES. GENERAL A General: Complywlth NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for reconnlendalions for applying and designating flnishes: B. Appearance of Finished Work: Vacations in appearance of abutting oradjaeent pieces are acceptable if they are within one-half of the range of approved Samples. Noticeable vacations in the same piece are not acceptable. Variations in appearance of other components are acceptable If they are within the range of approved Samples and are assembled or installed to minimize contrast. PART 3- EXECUTION 3.1 INSTALLATION . A General: Install grilles and operating equipment; complete with necessary hardware• according to Shop Drawings, manufacturers written instructions, and as specified. 3.2 ADJUSTING . A Lubricate bearings and sliding parts; adjust grilles to operate easily, free of warp, twist, or distortion and with tight fit around entire perimeter. 3.3 STARTUP SERVICES Engage a factory-authoczed service representative to perform startup service. 1. Complete installation and startup checks according to manufacturers wrltten'inshucions. 3.4 DEMONSTRATION A Engage a factory -authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain overhead calling grilles. Refer to Division 1 Section "Closeout Procedures" and 'Demonstration and Training." `END OF SECTION 08334 SECTION 09260 GYPSUM BOARD ASSEMBLIES GENERAL 1.1 SUMMARY - A This Section includes the following: Interior gypsum wallboard. Tile backing panels. 3. Non -load -bearing steel framing. 1.2 SUBMITTALS A Product Data: For each type of product indicated. QUALITY ASSURANCE " Fire -Test -Response Characteristics: For gypsum board assemblies with fire -resistance ratings, provide materials and construction identical to those tested in assembly indicated according to ASTM E 119. Sound Transmission Characteristics: For gypsum board assemblies with STC ratings, provide materials and construction identical to those tested in assembly indicated according to ASTM E 90 and classified according to ASTM E413. DELIVERY, STORAGE, AND HANDLING A Deriver materials in original packages, containers, or bundles healing brand name and identification of manufacturer or supplier. B. Stare materials Inside under cover and keep them dry and protected against damage from weather, direct sunlight, surface contamination, corrosion, construction traffic, and other causes. Stack gypsum panels flat to prevent sagging. PART2-PRODUCTS 2.1 MANUFACTURERS Manufacturers: Subject to compliance with requirements. provide products by one of the following: Steel Framing and Furring: - a. Clerk Steel Framing Systems. b. Consolidated Systems, Inc. C. Dale Industries, Inc. - Dele/Incor. 1 r d. Dietrich Industries, Inc. - e. WrInoWare; Division of Ware Ind. f. National Gypsum Company. g. ScafcoCorporation. h. Unimast Inc. 1. Western Metal Lath & Steel Framing Systems. 2. Gypsum Board and Related Products: American Gypsum Ca b. G-P Gypsum Corp. c. National Gypsum Company. d. United gates Gypsum Co. STEEL SUSPENDED CEILING AND SOFFIT FRAMING Components. General: Comply with acceptable Industry standards for conditions indicated. B. Tie Wire: Class 1 zinc coating, soft temper, 0.0625-inch-diameterwfre. or double strand of 0.0475- inch- diameter wire. C. Hanger Attachments to Concrete: As follows: Anchors: Fabricatedfrom corrosion -resistant matedalswith holes or loops for attaching hanger wires and capable of sustaining, without failure, a load equal to 5 times that Imposed by construction. a. Type: Postlnstalled, expansion anchor. 2. Powder -Actuated Fasteners: Suitable for application indicated, fabricated from corrosion - resistant materials, with clips or other devices for attaching hangers of type indicated. Hangers: As follows; Wire Hangers: Class 1 zinc coating, soft temper . 2. Rod Hangers: mild carbon steel. - 3. Flat Hangers: Commercial -steel sheet 4. Angie Hangers. hot -dip galvanized commercal-steel sheet E. Carrying Channels: Cold -rolled. commercial -steel sheet. hot-dlp gaivanizedzinc coating. 1. Depth: as required by application F. Furring Channels (Furring Members): Commercial -sleet sheet. hot -dip galvanzed zinc coating. Cold Rolled Channels: size as required by application 2.. Steel Studs: a. Depth: as required by application 3. Hat -Shaped. Rigid Furring Channels: depth as required by application 4. Resilient Furring Channels: 12-Inch-deep members designed to reduce sound transmission. Grid Suspension System for Interior Ceilings: direct -hung system composed of main teams and cross -furring members that Interlock. 1. Available Products: Subject to compliance with requirements, products that maybe incorporated into the Work include,. but are not limited to. the following: Armstrong World Industries. Inc.; Furring Systems/Drywall. b. USG interiors. Inc.: Drywall Suspension System. 2.3 STEEL PARTITION AND SOFFIT FRAMING A Components, General: As follows: 1. Comply with ASTM C 754 for conditions indicated. Steel Sheet Components: Complying with ASTM C 645 requirements for metal and with ASTM A 6531A 653M. G60. hot -dip galvanized.zinc seating. B. Steel Studs and Runners: ASTM C 645. Minimum Base Metal Thickness: 0.0179 inch. 2. Depth: 3-518Inches C. Deep -Leg Deflection Track ASTM C 645 top runner with 2-Inch deep flanges. Proprietary Defection Track: Steel sheet top runner manufactured to prevent cracking of gypsum board applied to Interior partitions resulting from deflection of structure above; in thickness Indicated for studs and in width to accommodate depth of studs. 1. Available Product: Subject to compliance with requirements. products that maybe incorporated into the Work include. but are not limitecito. the following: Delta Star. Inc., Superior Metal Trim; Superior Flex Track System (SIFT). b. Metal-Lite, Inc.: Slotted Track. Proprietary Firestop Track; Top runner manufactured to allow partition heads to expand and centract�Adh movement of the structure while maintaining continuity of fire -resistance -rated assembly indicated; in thickness not less than indicated for studs and in width to accommodate depth of studs. Product: Subject tocomprance with requirements. provide one of the following: Fire Trek Corp.; Fire Tmk attached to studs with Fire Trek Sip Clip. b. Metal-Lite, Inc.: The System. Flat Strap and Backing Plate: Steel sheet for blocking and bracing in length and width indicated. 1. Minimum Base Metal Thickness 0.0312 inch. Cold -Rolled Channel Bridging: 0.05384neh bare steel thickness. with minimum 12-inch wide flange. 1. Depth: 1-12 inches. 2. Gip Angle: 1-f 2 by 1-12 inch. 0.068-inch thick, galvanized steel. H. Hat -Shaped, Rigid Funs ng Channels: ASTM C 645. - 1. Minimum Base Metal Thickness: 0.0179 inch. 2. Depth: 7f8 inch. 1. Resilient Furring Channels: 1/2-Inch deep, steel sheet members designed to reduce sound transmission. 9. Configuration Asymmeldcal, with face attached to single flange by a slotted leg fweb). J. Cold -Rolled Furring Channels: 0.05364nch bare steel thickness. with minimum 12-inch wide flange. 1. Depth: 3/4 inch. 2. Furling Brackets: Adjustable, corrugated -edge type of steel skeet with minimum bare steel thickness of 0.03121nch. 3. Tie Wire: ASTMA 1341/A 641 M, Class 1 zinc coating, soft temper, 0.0625-Inch diameter wire, or double strand of 0.0475-inch diameterwlre. Z-Shaped Furring: With slotted or nonstottedweb, face flange of 1-1/4 inches. wag attachment flange of 7/6 inch. minimum bare metal thickness of0,0179 inch. and depth required to fit insulation thickness indicated. L. Fasteners for Metal Framing: Of type, material, size. corrosion resistance, holding power, and other properties required to fasten steel members to substrates. 2A INTERIOR GYPSUM WALLBOARD �> A Panel Size: Provide in maximum lengths and widths available that will minimizejoints in each area and correspond correspond with support system indicated. B. Gypsum Wallboard: ASTM C 36; 1. Regular Type: Thickness: 5/8 inch. Edges: Tapered. b. Long gas C. Locatiorr. Vertical sunaces. unless otherwise required. 2. TypeX: a. Thickness: 5/8 Inch. ' (� b. Long Edges: Tapered. v j C. Location: Where required for fire-reststance-rated assembly. 2.6 TRIMACCESSORIES A IntedorTrim: / 1. Material: Galvanized or aluminum -coated steel sheet or rolled zinc. 2. Shapes: a. Comerbead: Use at outside corners, unless otherwise indicated. ® \ b. Bullnose Bead: Use at outside corners where indicated. a LC -Bead: J-shaped; exposed -long -flange receives joint compound; use at exposed panel edges. d. edges. L-Bead: L-shaped; exposed long leg receives joint compound; use where indicated. e. U-Bead: J-shaped; exposed short flange does not receive joint compound; use at exposed ansionpanel edges Joint: indicated. f. Expansion (Control) Joint: Use where indicated. g. Curved -Edge Comerbead: With notched or flexible flanges; use at curved openings. R. Aluminum Trim: Extruded accessories of profit as and dimensions Indicated. O Manufacturers: Subject to compliance with requirements, provide products by one of the following: Fry Reglet Corp. b. Gordon, Inc. c. MM Systems Corporation. d. Pittcon Industries. 2. Aluminum: May and temper with not less than the strength and durability properties of alloy 6063-T5. 3. Finish: Corrosion -resistant primer compatible with joint compound and finish material% specified. 2.6 JOINT TREATMENT MATERIALS A General: Comply with ASTM C 475. B. Joint Tape: 1. Intedor Gypsum Wallboard: Paper. 2. Exterior Gypsum Soffit Board: Paper. 3. Tile Backing Panels: As recommended by panel manufacturer. C. Joint Compound for Interior Gypsum Wallboard: For each coat use formulation that is compatible with other compounds applied on previous or for successive coats. Prefiliing: At open joints, rounded or beveled panel edges, and damaged surface areas, use setfing-type taping compound. 2. Embedding and First Coat: For embedding tape and firs coat on joints, fasteners, and trim flanges, use setting -type taping compound] [drying -type, all-purpose compound. a. Use setting -type compound for installing paper -faced metal trim accessories. 3. Fill Coat: For second coat, use.sehing-type, sandable topping compound] [drying -type, all- purpose compound. 4. Finish Coat: For third coat, use setting -type, sandabie topping compound] [drying -type, all- purpose compound. 5. Skim Coat: For final coat of Level 5 finish, use setting -type, sandabie topping compound] [drying -type, ail -purpose compound. D. Joint Compound for Tile Backing Panels: 1. Cementitious Backer Units: As recommended by manufacturer. 2.7 AUXILIARY MATERIALS A General: Provide auxiliary materials that comply with referenced installation standards and manufacturers written recommendations, such as: 1. Laminating Adhesive 2. Steel Drill Screws 3. Sound Attenuation Blankets: ASTM C 665. Type 1 4. Fire -Resistance -Rated Assemblies: Comply with mineral -fiber requirements of assembly. 5. Thermal Insulation: As specified in Division 7 Section 'Building Insulation." EXECUTION 3A EXAMINATION A Examine areas and substrates, with Installer present, and including welded hollow -metal frames, cast - in anchors, and structural framing, for compliance with requirements and other conditions affecting performance: Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION ' Suspended Ceilings: Coordinate installation of ceiling suspension systems with installation of overhead structure to ensure that inserts and other provisions for anchorages to building structure have been installed to receive ceiling hangers at spacing required to support ceilings and that hangerswill develop their full strength. 1. Furnish concrete inserts and other devises indicated to other trades for installation in advance of time needed for coordination and construction. 3.3 INSTALLING STEEL FRAMING, GENERAL Installation Standards: requirements that apply to framing installation. B. Install supplementary framing, blocking, and bracing at terminations in gypsum board assemblies to support fixtures, equipment services, heavy trim, grab bars, toilet accessories, furnishings, or similar construction. Comply with details indicated and with gypsum board manufacturer's written recommendations or, if none available, with United States Gypsum's "Gypsum Construction Handbook." Isolate steel framing from building structure at locations indicated to prevent transfer of loading imposed by structural movement. Isolate ceiling assemblies where they abut or are penetrated by building structure. Deborah L. Williams Architecture .ad Katherine Eveirsole Design Specializing in DesignlBulld Projects Date: 06-30-06 Project No. Drawn By: KLE Chocked Sy: DLW Sheet Title: SPECIFICATIONS Drawing NoAO.6 FOR CONSTRUCTION Revislans Rev. Date Description 2. Isolate partition framing and wall tuning where it abuts structure, except at floor. install slip4ype joints at head of assemblies that avoid axial loading of assembly and laterally support assembly. Use deep -leg deflection track where Indicated. b. Use proprietary deflection track where indicated. C. Use proprietary firestop track where indicated. - Do not bridge building control and expansion joints with steel framing or furring members. Frame both sides of joints independently. �.4 INSTALLING STEEL SUSPENDED CEILING AND SOFFIT FRAMING A Suspend ceiling hangers from building structure as follows: 1. install hangers plumb and free from contact with insulation or other objects within ceiling plenum that are not part of supporting structural or ceiling suspension system. 2. Where width of ducts and other construction within ceiling plenum produces hanger spacings that interfere with the location of hangers required to support standard suspension system members. Install supplemental suspension members and hangers. 3. Secure wire hangers by looping and wire -tying, either directly to structures or to inserts. 4. Secure rod, flat, and angle hangersto structure, including intermediate framing members.. 5. Do not attach hangers to steel deck tabs. 6. Do not attach hangers to steel roof deck. Attach hangers to structural members. 7. Do not connect or suspend steel framing from ducts, pipes, or conduit. Wire -fie or clip furring channels to supports, as required to comply with requirements for assemblies indicated. C. Install suspended steel framing components in sizes and spacings as per acceptable industry standard, and not less than that required by installation standards. INSTALLING STEEL PARTITION AND SOFFIT FRAMING A Install tracks (runners) at floors, ceilings, and structural walls and columns where gypsum board assemblies abut other construction. . Installation Tolerance: Install each steel framing and furring member sofestening surfaces are within acceptable industry tolerances. C. Extend partition framing as indicated on partition types. Continue framing over frames for doors and openings and frame around ducts penetrating partitions above ceiling to provide support for gypsum board. Cut studs short of full height to provide perimeter relief. For fire -resistance -rated and ST6rated partitions that extend to the underside offloc/roof slabs an d decks or other continuous solid -structure surfaces to obtain ratings, install framing around structural and ) other members extending below floor/roof slabs and decks, as practical. Terminate partition framing at suspended ceilings where indicated. D. Install steel studs and furring at the following spacings: Single -Layer Construction: 16 inches o.c.. unless otherwise indicated. _ Muklayer Construction: 16 inches o.c., unless otherwise Indicated. 3. Cementiflous Backer Units: 400 mm o.c.. unless otherwise indicated. E. Install steel studs soflanges point in the same direction and Leading edge or end of each panel can be attached to open (unsupported) edges of stud flanges first. F. Frame door openings to comply with gypsum board manufacturer's applicable written recommendations, unless otherwise indicated. Install two studs at each jamb. unless otherwise indicated. Install cripple studs at head adjacent to each jamb stud. Extend jamb studs through suspended ceilings and attach to underside of floor or roof structure above. Frame openings other than door openings the same as required for door openings, unless otherwise Indicated. Install framing below sills of openings to match framing required above door heads. APPLYING AND FINISHING PANELS, GENERAL A Gypsum Board Application and Finishing Standards: ASTM C 840'and GA-216. B. Install sound attenuation blankets before installing gypsum panels. unless blankets are readily installed after panels have been installed on one side. C. Install ceiling boardpanels across framing to minimize the number of abutting endjdnts and to avoid abutting end joints In the central area OF each ceiling. Stagger abutting end joints of adjacent panels not less than one framing member. D. Install gypsum panels with face side out. But panels together for alight contact at edges and ends. Do not force Into place. E. Locate edge and end joints over supports. except in ceiling applications where intermediate supports or gypsum board back -blocking is provided behind endjonts. 00 not place tapered edges against cut edges or ends. Stagger vertical joints on opposite sides of partitions. Do not makejoints otherthen '.. control joints at comers of framed openings. F. Attach gypsum panels to steel studs so leading edge orend of each panel is attached to open (unsupported) edges of stud flanges first. G. Attach gypsum panels toframing provided at openings and cutouts. t Do not attach gypsum panels across the flat grain ofwlde-dimension lumber. Including floorjolsts and headers. Float gypsum panels over these members using resilient channels, or provide control joints to j counteractwood shrinkage. 1. Form control and expansion joints with space between edges of adjoining gypsum panels. J. Where required, cover both faces of steel stud partition framing with gypsum panels in concealed spaces (above ceilings, etc.), except In chases braced internally. 1. Unless concealed application is indicated or required for sound, fire, air, or smoke ratings, coverage. 2. Fit gypsum panels around ducts, pipes, and conduits. 3. Where partitions intersect open concrete coffers, concretejoists, and other structural members projecting below underside of floor/roof slabs and decks, cut gypsum panels toot profile formed by coffers. joists. and Weer structural members: allow 1/4-to 318-inch widejoints to install sealant. Isolate perimeter of non -load -bearing gypsum board partitions at structural abutments. except floors. Provide 1/4-to 12-inch wide spaces at these locations, and trim edges with U-bead edge trim where edgesof gypsum panels are exposed. Seal joints between edges and abutting structural surfaces with acoustical sealant. STC-Rated Assemblies: Seal construction at perimeters, behind control and expansion joints, and at openings and penetrations with a continuous bead of acoustical sealant. Install acoustical sealant at both faces of partitions at perimeters and through penetrations. Comply with manufacturer's written recommendations for locating edge trim and closing off sound -flanking paths around or through gypsum board assemblies. including sealing partitions above acoustical ceilings. M. Space fasteners in gypsum panels according to referenced gypsum beard application and finishing standard and manufacturer's written recommendations. Space screws a maximum of 12 inches for vertical applications. N. Space fasteners In panels that are file substrates a maximum of 8 inches o.c. 3.7 PANEL APPLICATION METHODS A Single -Layer Application: On ceilings. apply gypsum panels before wall/paditon board application to the greatest extent possible and at dght angles to framing, unless otherwise indicated. 2. On padihonsFwails, apply gypsum panels horizontally (perpendiaularto framing), unless otherwise indicated orrequired byfire-resistance-rated assembly. and minimize endjdnts. a. Stagger abutting end joints not less than one framing member In alternate courses of board. At stairwells and other high walls. Install panels horizontally, unless otherwise Indicated or required by fire - resistance -rated assembly. 3. On Z-furring members. apply gypsum panels vertically (parallel to framing) with no endjdnts. Locate edge joints over furring members. Mualayer Application on Ceilings: Apply gypsum board indicated for base layers before applying base layers on walls/partitions: apply face layers in same sequence. Apply base layers at right angles to framing members and offset face -layer joints 1 framing member, 16Inches minimum, from parallel base -layer joints. unless otherwise indicated or required by fire -resistance -rated assembly. Mukflayer Application on Parttlons/Wals: Apply gypsum board indicated for base layers and face layers vertically (parallel toiraming) with joints of base layers located over stud or furring member and face - layer joints offset at least one stud or furring member with base -layer joints, unless otherwise Indicated or required by fire -resistance -rated assembly. Staggerjdnts on opposite sides of partitions. D. Single -Layer Fastening Methods: Apply gypsum panels to supports with steel drill screws. Multilayer Fastening Methods: Fasten base layers with screws: fasten face layers with adhesive and supplementary fasteners. Laminating to Substrate: Where gypsum panels are indicated as directly adhered to a substrate (other than studs, joists, furring members, or base layer of gypsum board), comply with gypsum board manufacturer's written recommendations and temporarily brace or fasten gypsum panels until fastening adhesive has set. G. Tile Backing Panels: i. Water -Resistant Gypsum Batting Board: Install at showers, tubs, and where In dicated. 2. Glass -Mat, Water -Resistant Backing Panel: Comply with manufacturer's written installation instructions and install at showers, tubs, and where indicated and locations indicated to receive file. Cementitious Backer Units: At showers, tubs, and where Indicated and locations indicated to receive tile. Areas Not Subject to Welting: install standard gypsum wallboard panels to produce a flat surface except at showers, tubs, and other locations indicated to receive water-resistant panels. Where the backing panels abut other types of panels in the same plane, shim surfaces to produce a uniform plane across panel surfaces. 3.8 INSTALLING TRIM ACCESSORIES A General: For trim with back flanges intended for fasteners, attach to framing with same fasteners used for panels. Otherwise, attach trim according to manufacturer's written instructions. Control Joints: Install control joints at locations as needed and in specific locations approved by Design/Builder andfnr Architect for visual effect. 3.9 FINISHING GYPSUM BOARD ASSEMBLIES A General: Treat gypsum board joints, interior angles, edge trim, control joints, penetrations, fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for decoration. Prefill open joints, rounded edges, and damaged surface areas. B. Applyjoint tape over gypsum boardjdnts, except those with trim having flanges not Intended fortape. Gypsum Board Finish: Each application as per acceptable Industry standards. Cementitous Backer Units: Finish according to manufacturer's written instructions. END OF SECTION 09260 SECTION 09911 EXTERIOR PAINTING PART 1- GENERAL 1.1 SUMMARY A This Section includes surface preparation and the application of paint systems on the following exterior substrates: 1. Concrete. 2. Steel. 3. Galvanized metal. 1.2 SUBMITTALS A ProductData: For each type of product indicated. B. Samples for Initial Selection: For each type of topcoat product Indicated. C. Samples for Verification: For each type of paint system and each color and gloss of topcoat indicated. 1. Submit Samples on rigid backing, 8Inches square. 2. Step coats on Samples to show each coat required for system. 3. Label each coat of each Sample. 4. Label each Sample for location and application area. 1.3 QUALITY ASSURANCE A Mockups: Apply benchmark samples of each paint system indicated and each color and finish selected to verify preliminary selections made under sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution. 1. Architect and Design/Builder will select one surface to represent surfaces and conditions for application of each paint system specified. a. Vertical and Horizontal Surfaces: Provide samples of at least 100 sq. ft. b.. Other Items: Architect and Design/Builder will designate items or areas required. 2. Final approval of color selections will be based on benchmark samples. a. If preliminary color selections are not approved, apply additional benchmark samples or additional colors selected by Architect and Design/Builder at no added cost. 1.4 DELIVERY. STORAGE, AND HANDLING A Store materials not In use in tightly covered containers in well -ventilated areas with ambient temperatures continuously maintained at not less than 45 deg F 1. Maintain containers in clean condition, free of foreign materials and residue. 2. Remove rags and waste from storage areas daily. 1.5 PROJECT CONDITIONS A. Apply paints only when temperature of surfaces to be painted and ambient air temperatures are between 50 and 95 deg F. B. Do not apply paints in snow, rain, fog, or mist; when relative humidity exceeds 85 percent; at temperatures less than 5 deg F above the dew point; or to damp or wet surfaces. 1.6 EXTRA MATERIALS A. Furnish extra materials described below that are from same production ran (batch mix) as materials applied and that are packaged for storage and identified with labels describing contents. 1. Quantity: Furnish an additional 5 percent, but not less than 1 gal. of each material and color applied. PART 2- PRODUCTS 2.1 MANUFACTURERS A Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. 2. Pratt & Lambert Paint 3. Sherwin-Williams Company. 2.2 PAINT, GENERAL A Material Compatibility: 1. Provide materials for use within each paint system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience. 2. For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated. 3. Of the products each manufacturer produces, select paints that are the manufacturer's best commercial grade of professional paints. B. Colors: As selected by Architect from manufacturer's full range. 2.3 BLOCK FILLERS A Intedor/Extedor Latex Block Filler. MPI #4. 1. VOC Content: E Range of E2. 2A PRIMERS/SEALERS r A Alkali -Resistant Primer. MPI #3. 1. VOC Content: E Range of E2. B. Bonding Primer (Water Based): MPI'#17. 1. VOC Content: E Range of E2. C. Bonding Primer (Solvent Based): MPI #69. 1. VOC Content: E Range of E2. D. Wood -Knot Seater: Sealer recommended in writing by topcoat manufacturer for use in paint system indicated. - 2.5 METAL PRIMERS A Alkyd Ani corrosive Metal Primer: MPI #79. VOC Content. E Range of E2. 1. V 9 B. Quick -Drying Alkyd Metal Primer: MPI #76. 1. VOC Content: E Range of E2 C. Cementitous Galvanized -Metal Primer. MPI#26. 1. VOC Content: .E Range of Ef. D. Waterbome Galvanized -Metal Primer. MPI #134. 1. VOC Content: E Range of E2. 2 Environmental Performance Rating: EPR 2. E. Quick -Drying Primer for Aluminum: MPI#95. 1. VOC Content: E Range of E2. 2.6 EXTERIOR LATEX PAINTS A Exterior Latex (Flat): MPI #10 (Gloss Level 1). 1. VOC Content: E Range of E2. B. Exterior Latex (Semigloss): MPI#11 (Gloss Level 5). 1. VOC Content: E Range of E2 C. Exterior Latex (Gloss): MPI #119 (Gloss Level 6, except minimum gloss of 65 units at 60 deg). 1. VOC Content: E Range of E2. 2.7 EXTERIOR ALKYD PAINTS A Exterior Alkyd Enamel (Flat): MPI #8 (Gloss Level 1). 1. VOC Content: E i'.bnge of El. e. Exterior Alkyd Enamel (Semigloss): MPI #94 (Gloss Level 5). 1. VOC Content: E Range of E2. C. Exterior Alkyd Enamel (Gloss): MPI #9 (Gloss Level 6). 1. VOC Content: E Range of E2. 2.8 - QUICK -DRYING ENAMELS A Quick -Drying Enamel (Semigloss): MPI #81 (Gloss Level 5). 1. VOC Content: E Range of E2. B. Quick -Drying Enamel (High Gloss): MPI #96 (Gloss Level 7). 1. VOC Content: E Range of E2. 2.9 TEXTURED AND HIGH -BUILD COATINGS A Latex Stucco and Masonry Textured Coating: MPI #42. 1. VOC Content: E Range of E2. B. High -Build Latex (Exterior): MPI #40. 1. VOC Content: E Range of El. 2.10 FLOOR COATINGS " ` ' A Interior/Extedor Clear Concrete Floor Sealer (Solvent Based): MPI #104, 1. VOC Content: E Range of E2. PART 3 - EXECUTION 3A EXAMINATION A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of work. B. Maximum Moisture Content of Substrates: promote adhesion of subsequently applied paints. I. Aluminum Substrates: Remove surface oxidation. J. Wood Substrates: 1. Scrape and clean knots, and apply coat of knot sealer before applying primer. 2. Sandsurfaces that will be exposed to view, and dust off. 3. Prime edges, ends, faces, undersides, and backsides of wood. 4. After priming, fill holes and imperfections In the finish surfaces with putty or plastic wood filler. Sandsmoothwhen dried. K Plasfic Trim Fabrication Substrates: Remove dust, dirt, and other foreign material that might Impair bond of paints to substrates. L. Plaster Substrates: Do not begin paint application until plaster is fully cured and dry. M. Exterior Gypsum Board Substrates: Do not begin paint application until finishing compound is dry and sanded smooth. 3.3 APPLICATION A. Apply paints according to manufacturer's written instructions. 1. Use applicators and techniques suited for paint and substrate indicated. 2. Paint surfaces behind movable items same as similar exposed surfaces. Before final Installation, paint surfaces behind permanentyfixed Items with prime coat only. B. If undercoats or other conditions show through topcoat, apply additional coats until cured film has a uniform paint finish, color, and appearance. C. Apply paints to produce surfacefilms without cicadiness, spotting, holidays, laps, brush marks, roller trucking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks. 3.4 CLEANING AND PROTECTION A. After completing paint application, clean spattered surfaces. Remove spattered paints by washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces. B. Protect work of other trades against damage from paint application. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and leave in an undamaged condition. C. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. 3.5 EXTERIOR PAINTING SCHEDULE A Steel Substrates: 1. Quick -Drying Enamel System: MPI EXT 5.1A Prime Coat: Quick -drying alkyd metal primer. ,a. b. Intermediate Coat: Quick -drying enamel matching topcoat. C. Topcoat: Quick -drying enamel (semigloss). 2. Alkyd System: MPI EXT 5.1D. a. Prime Coati Alkyd anticorrosive metal primer. In. Intermediate Coat: Exterior alkyd enamel matching topcoat. C. Topcoat: Exterior alkyd enamel (semigloss). B. Galvanized -Metal Substrates: 1. Alkyd System: MPI EXT 5.3B. a. Prime Coat: Cementitious galvanized -metal primer. b. intermediate Coat: Exterior alkyd enamel matching topcoat. C. Topcoat: Exterior alkyd enamel (semigloss). END OF SECTION 09911 1. .Concrete: 12percent. 2. Masonry (Clay and CMU): 12 percent. 3. Wood: 15 percent. 4. Plaster. 12 percent. 5. Gypsum Board: 12 percent. C. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers. D. Begin coaling application only after unsatisfactory conditions have been corrected and surfaces are dry., 1. Beginning coaflng'application constitutes Contractor's acceptance of substrates and conditions. 3.2 PREPARATION A Comply with manufacturer's written instructions and recommendations applicable to substrates and paint systems indicated. - B. Remove plates, machined surfaces, and similar Items already in place that are not to be painted. If removalisimpractical or Impossible because of size or weight of item, provide surface -applied protection before surface preparation and painting. 1. After completing painting operations, use workers skilled in the trades involved to reinstall Items that were removed. Remove surface -applied protection If any. 2. Do not paint over labels of independent testing agencies or equipment name, idenfificafion, performance rating, or nomenclature plates. C. Clean substrates of substances that could impair bond of paints, Including dirt, oil, grease, and incompatible paints and encepsulants. 1. Remove incompatible primers and reprime substrate with compatible primers as required to produce paint systems indicated. D. Concrete Substrates: Remove release agents, curing compounds, efflorescence, and chalk. Do not paint surfaces if moisture content or alkalinity of surfaces to be painted exceeds that permitted in manufacturer's written instructions. E. Clay Masonry Substrates: Remove efflorescenceand chalk: Do not paintsurfaces If moisture content of surfaces or alkalinity ofmortarjo)ntstobepainted exceed that permitted )n manufacturer's written instructions. F. Concrete Masonry Substrates: Remove efflorescence and chalk. Do not paint surfaces if moisture content or alkalinity of surfaces to be painted exceeds that permitted in manufacturer's written instructions. G. Steel Substrates: Remove rust and loose mill scale. Clean using methods recommended in writing by paint manufacturer. H. Galvanized -Metal Substrates: Remove grease and oil residue from galvanized sheet metal fabricated from coil stock by mechanical methods to produce clean, lightly etched surfaces that SECTION 09912 , INTERIOR PAINTING PART 1 -GENERAL 19 SUMMARY A This Section includes surface preparation and the application of paint systems on the following interior substrates: 1. Concrete.. 2. Clay masonry. 3. Concrete masonry units (CMU). 4. Steel. 5. Galvanized metal. 6. Gypsum board. t 1.2 SUBMITTALS c A Product Data: For each type of product indicated. B. Samples for Initial Selection: For each type of topcoat product indicated. ... C. Samples for Verification: For each type of paint system and in each color and gloss of topcoat Indicated. 1. Submit Samples on rigid backing, 8 inches square. 2. Step coats on Samples to show each coat required for system. 3. Label each coat of each Sample. 4. Label each Sample for location and application area. 1.3 QUALITY ASSURANCE A Mockups: Apply benchmark samples of each paint system indicated and each color and finish selected to verify preliminary selections made under sample submittals and to demonstrate aesthetic effects andset quality standards for matedals and execution. 1. Architect and Design/Builder will select one surface to represent surfaces and conditions for application of each paint system specified in Part 3. a. Wall and Ceiling Surfaces: Provide samples of at least 100 sq. ft. b. Other Items: Architect will designate items or areas required. 2. Final approval of color selections will be based on benchmark samples. a. If preliminary color selections are not approved, apply additional benchmark samples of additional colors selected by Architect and Design/Builder at no additional cost. 1.4 DELIVERY, STORAGE, AND HANDLING A Store matedals not In use In tightly covered containers in well -ventilated areas with ambient temperatures continuously maintained at not less than 45 deg F. 1. Maintain containers In dean condition, free of foreign materials and residue. 2. Remove rags and waste from storage areas daily. 1.5 PROJECT CONDITIONS A Apply paints only when temperature of surfaces to be painted and ambient air temperatures are between 50 and 95 deg F. B. Do not apply paints when relative humidly exceeds 85 percent: at temperatures less than 5 deg F above the dew point: or to damp or wet surfaces. 1.6 EXTRA MATERIALS A Furnish extra materials described below that are from same production ran (batch mix) as materials applied and that are packaged for storage and identified with labels describing contents. 1. Quantity: Furnish an additional 5 percent, but not less than 1 gal. and not more than two 5-gallon containers of each material and color applied. PART2-PRODUCTS 2.1 MANUFACTURERS A Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that maybe Incorporated Into the Work include, but are not limited to, the following: B. Manufacturers: Subject to compliance with requirements, provide products try one of the following: 1. Pratt & Lambert Paints 2. Shenvin-Willams Company 2.2 PAINT. GENERAL A Material Compatibility: 1. Provide materials for use within each paint system that are compatible with one another and substrates indicated. under conditions of service and application as demonstrated by manufacturer, based on testing and field experience. 2. For each coat in a paint system. provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated. B. Chemical Components ofField-Applied Interior Paints and Coatings: Provide products that comply with the following Omits for VOC conte nt. exclusive of colorants added to a tint base, when calculated according to 40 CFR 59, Subpart D (EPA Method 24) and the following chemical restrictions: these requirements do not apply to primers orfinishes that are applied in a fabrication or finishing shop: 1. Flat Paints and Coatings: VOC content of not more than 50 g/L. 2. Nonfat Paints and Coatings: VOC content of not more than 150 g/L. 3. Aromatic Compounds: Paints and coatings shall not contain more than 1.0 percent by weight of total aromatic compounds (hydrocarbon compounds containing one or more benzene rings). 4. Restricted Components: Paints and coatings shall not contain any of the following: a. Acrolein. b. Acrylonitrile. C. Antimony. d. Benzene. e. Butyl benzyl phthalate. f. Cadmium. g. DI (2-ethylhexyl) phthalate. h. D)-n-butyl phthalate. I. Di-n-octyl phthalate. I. 1,2-dichiorobenzene. k. Diethyl phthalate. I. Dimethyt phthalate. M. Ethylbenzene. n. Formaldehyde. o. Hexavalent chromium. P. Isophorone. q. Lead. r. Mercury. s: Methyl ethyl ketone. L Methyl isobutyl ketone. U. Methylene chloride. V. Naphthalene. W. Toluene (methylbenzene). X. 1,1,1-trichloro ethan e. Y. Vinyl chloride. C. Colors: As selected by Architect from manufacturer's full range. 2.3 BLOCK FILLERS A. Intedor/Exterior Latex Block Filler. MPI #4. 1. VOC Content: E Range of E2. 2.4 PRIMERS/SEALERS A Interior Latex Primer/Sealer. MPI #50. 1. VOC Content: E Range of E2. 2. Environmental Performance Rating: EPR 2. B. Interior. Alkyd Primer/Sealer. MPI #45. 1. VOC Content: E Range of E2. 2.5 METAL PRIMERS A Quick -Drying Alkyd Metal Primer: MPI #76. 1. VOC Content: E Range of E2. B. Cementitious Galvanized -Metal Primer. MPI #26. 1. VOC Content: E Range of Ei. 2.6 LATEX PAINTS A Interior Latex (Flat): MPI #53 (Gloss Level 1). 1. VOC Content: E Range of E2. 2. Environmental Performance Rating: EPR 1.5. B. Interior Latex (Low Sheen): MPI #44 (Gloss Level 2). 1. VOC Content: E Range of E2. 2. Environmental Performance Rating: EPR 2. C. Interior Latex (Eggshell): MPI #52 (Gloss Level 3). 1. VOC Content: E Range of E2. 2. Environmental Performance Rating: EPR 2. D. Interior Latex (Satin): MPI 943 (Gloss Level 4). 1. VOC Content: E Range of E2. 2. Environmental Performance Rating: EPR 2. E. Interior Latex (Semigloss): MPI 954 (Gloss Level 5). 1. VOC Content: E Range of E2. 2. Environmental Performance Rating: EPR 3. F. Interior Latex (Gloss): MPI #114 (Gloss Level 6, except minimum gloss of 65 units at 60 deg). 1. VOC Content: E Range of E2. 2. Environmental Performance Rating: EPR 3. G. Institutional Low-OdonVOC Latex (Flat): MPI #143 (Gloss Level 1). 1. VOC Content: E Range of E3. 2. Environmental Performance Rating: EPR 4. H. Institutional Low-OdorA/OC Latex (Low Sheen): MPI #144 (Gloss Level 2). 1. VOC Content: E Range of E3. 2. Environmental Performance Rating: EPR 4.5. Deborah L. Whams Architecture and Katherine Eversole Design Specializing in Design/Build. Projects Date: 06-30-06 Project No. Drawn By: KLE Checked By DLW Sheet Title: SPECIFICATIONS Drawing No� o ■ FOR CONSTRUCTION 1. Institutional Low-OdorNOC Latex (Eggshell): MPI #145 (Gloss Level 3). 1. VOC Content: E Range of E3. 2. Environmental Performance Rating: EPR 4.5. J. Institutional Low-OdorNOC Latex (Semigloss): MPI #147 (Gloss Level 5). 1. VOC Content: E Range of E3. 2. Environmental Performance Rating: EPR 3. I 'K High -Performance Architectural Latex (Low Sheen): MPI #138 (Gloss Level 2). 'J 1. VOC Content: E Range of E2. 2. Environmental Performance Rating: EPR 5. L. High -Performance Architectural Latex (Eggshell): MPI #139 (Gloss Level 3). 1. VOC Content: E Range of E2. 2. Environmental Performance Rating: EPR 5. M. High -Performance Architectural Latex (Satin): MPI #140 (Gloss Level 4). 1. VOC Content: E Range of E3. 2. Environmental Performance Rating: EPR 4.5. N. High -Performance Architectural Latex (Semigloss): MPI #141 (Gloss Level 5). 1. VOC Content: E Range of E2. 2. Environmental Performance Rating: EPR 6. O. Exterior Latex (Flat): MPI #10 (Gloss Level 1). 1. VOC Content: E Range of E2. P. Exterior Latex (Semigloss): MPI #11 (Gloss Level 5). 1. VOC Content: E Range of E2. Q. Exterior Latex (Gloss): MPI #119 (Gloss Level 6, except minimum gloss of 65 units at 60 deg). 1. VOC Content: E Range of E2. 2.7 ALKYD PAINTS A. Interior Alkyd (Eggshell): MPI #51 (Gloss Level 3). 1. VOC Content: E Range of E2. B. Interior Alkyd (Semigloss): MPI #47 (Gloss Level 5). 1. VOC Content: E Range of E2. 2. Environmental Performance Rating: EPR 2. C. Interior Alkyd (Gloss): MPI #48 (Gloss Level 6). 1. VOC Content: E Range of E2. 2.8 TEXTURED COATING A Latex Stucco and Masonry Textured Coating: MPI #42. 1. VOC Content: E Range of E2. 2.9 FLOOR COATINGS A. Interior Concrete Flow Stain: MPI #68. 1. VOC Content: E Range of E2. 2. Environmental Performance Rating: EPR 2. B. Interior/Exterior Gear Concrete Floor Sealer (Water Based): MPI #99. 1. VOC Content: E Range of E2. C. Interior/Exterior Clear Concrete Floor Sealer (Solvent Based): MPI #104. 1. VOC Content: E Range of E2. PART 3- EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of work. B. Maximum Moisture Content of Substrates: 1. Concrete: 12 percent. 2. Masonry (Clay and CMU): 12 percent. 3. Gypsum Board: 12 percent. C. Verify suitability of substrates. Including surface conditions and compatibility with existing finishes and primers. D. Begin coating application only after unsatisfactory conditions have been corrected and surfaces are dry. 1. Beginning coating application constitutes Contractor's acceptance of substrates and conditions. 3.2 PREPARATION A. Comply with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual" applicable to substrates indicated. B. Remove plates, machined surfaces, and similar items already in place that are not to be painted. If removal is Impractical or impossible because of size or weight of Item, provide surface -applied protection before surface preparation and painting. 1. After completing painting operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface -applied protection if any. 2. Do not paint over labels of independent testing agencies or equipment name, identification, performance rating, or nomenclature plates. C. Clean substrates of substances that could impair bond of paints, including dirt, oil, grease, and incompatible paints and encapsulants. 1. Remove incompatible primers and reprime substrate with compatible primers as required to produce paint systems indicated. D. Concrete Substrates: Remove release agents, curing compounds, efflorescence, and chalk. Do not paint surfaces if moisture content or alkalinity of surfaces to be painted exceeds that permitted in manufacturer's written instructions. E. Clay Masonry Substrates: Remove efflorescence and chalk. Do not paint surfaces if moisture content of surfaces or alkalinity of mortarjoints to be painted exceed that permitted in manufacturer's written instructions. F. Concrete Masonry Substrates: Remove efflorescence and chalk. Do not paint surfaces if moisture content or alkalinity of surfaces to be painted exceeds that permitted in manufacturer's written instructions. G. Steel Substrates: Remove rust and loose mill scale. Clean using methods recommended in willing by paint manufacturer. H. Galvanized -Metal Substrates: Remove grease and oil residue from galvanized sheet metal !, fabricated from coil stock by mechanical methods to produce clean, lightly etched surfaces that promote adhesion of subsequently applied paints. ! LGypsum Board Substrates: Do not begin paint application until finishing compound is dry and sanded smooth. ' 3.3 APPLICATION A. Apply paints according to manufacturer's written instructions. 1. Use applicators and techniques suited for paint and substrate Indicated. 2. Paint surfaces behind movable equipment and furniture same as similar exposed surfaces. Before final Installation, paint surfaces behind permanently foxed equipment or furniture with prime coat only. 3. Paint front and backsides of access panels, removable or hinged covers, and similar hinged items to match exposed surfaces. B. Tint each undercoat a.lighter shade to facilitate identification of each coat if multiple coats of same material are to be applied. Tint undercoats to match color of topcoat, but provide sufficient difference in shade of undercoats to distinguish each separate coat. C. if undercoats or other conditions show through topcoat, apply additional coats until cured film has a uniform paint finish, color, and appearance. D. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface Imperfections. Cut in sharp lines and color breaks. 3.4 CLEANING AND PROTECTION A After completing paint application, clean spattered surfaces. Remove spattered paints by washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces. B. Protect work of other trades against damage from paint application. Correct damage to work of other trades by cleaning,re efdn9• replacing, and refinishing, asapproved b Architectand leave in an undamaged condition. C. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. 3.5 INTERIOR PAINTING SCHEDULE A. Concrete Substrates, Nontraffic Surfaces: 1. Latex System: MPI INT 3.1E a. Prime Coat.. Interior latex matching topcoat. b. Intermediate Coat: Interior latex matching topcoat. C. Topcoat: intedor latex (eggshell). 2. Latex Over Sealer System: MPI INT 3.1A. a. Prime Coat: Interior latex primer/sealed b. Intermediate Coat: Interior latex matching topcoat. C. Topcoat: Interior latex (eggshell). 3. Alkyd System: MPI INT 3.1D. a. Prime Coat: Interior latex primer/sealer. b. Intermediate Coat: Interior alkyd matching topcoat. C. Topcoat: Interior alkyd (eggshell). B. Concrete Substrates. Traffic Surfaces: 1. Water -Based Clear Sealer System: MPI INT3.2G. a. First Coat: Interior/exterior clear concrete floor sealer (water based). b. Topcoat: Interiortexterior clear concrete floor sealer (water based). C. CMU Substrates: 1. Latex System: MPI INT4.2A a. Prime Coat: Interior/exterior latex block filler. b. Intermediate Coat: Interior latex matching topcoat. C. Topcoat: Interior latex (eggshell). D. Steel Substrates: 1. Quick -Drying Enamel System: MPI INT 5.1A a. Prime Coat: Quick -drying alkyd metal primer. b. Intermediate Coat: Quick -drying enamel matching topcoat. C. Topcoat: Quick -drying enamel (semigloss). 2. Water -Based Dry Fall System: MPI INT 51C. a. Prime Coat: Alkyd anticorrosive metal primer. b. Topcoat: Latex dryfog/fali. E Galvanized -Metal Substrates: 1. Water -Based Dry -Fail System: MPI INT 5.3H. a. Prime Coat: Waterbome dry fall. b. Topcoat: Waterbome dry fall. F. Aluminum (Nat Anodized or Otherwise Coated) Substrates: 1. Latex System: MPI INT5.4H. a. Prime Coat: Qufdk-drying primer for aluminum. b. Intermediate Coat: Interior latex matching topcoat. C. Topcoat: Interior latex (semigloss). G. Gypsum Board Substrates: 1, Latex System: MPI INT9.2A a. Prime Coat: Interior latex primer/sealer. b. Intermediate Coat: Interior latex matching topcoat. C. Topcoat: Interior latex (eggshell). END OF SECTION 09912 SECTION 10270 .ACCESS FLOORING GENERAL 1.1 SUMMARY A This Section includes the following: Access flooring panels and understmcture. 2. Floor panel coverings. Quant y Allowances: 1. Cutouts in floor panels. 2. Service outlets. 1.2 SYSTEM DESCRIPTION A Access Flooring System: Assemblies composed of modular floor panels on pedestals with or without stringers. 1.3 PERFORMANCE REQUIREMENTS Structural Performance: Provide access flooring systems capable of withstanding the following loads and stresses within limits and under conditions indicated, as determined by testing manufacturer's current standard products. Manufacturer's product data to indicate same. I. Concentrated Loads: Provide floor panels, including those with cutouts, capable of withstanding a concentrated design load of 1250lbf, with a top -surface deflection under load and a permanent set not to exceed, respectively, 0.10 and 0.010 inch. 2. Concentrated Loads: Provide floor panels, including those with cutouts, capable of withstanding a concentrated design load of 1250lbf, with a bottont-surface deflection under load and a permanent set not to exceed, respectively, 0.10 and 0.010 inch., 3. Ultimate Loads: Provide access flooring systems capable of withstanding a minimum ultimate concentrated load of 3000 Ibf, without failing. 4. Stringer Load Testing: Provide stringers, without panels in place, capable or withstanding a concentrated load of 450 Ibf at center of span with a permanent set not to exceed 0.010 Inch. 5. Pedestal Axial Load Test: Provide pedestal assemblies, without panels or other supports in place, capable of withstanding a 6000 Rif axial load per pedestal. Floor Panel Impact -Load Performance: Provide access flooring system capable of withstanding an impact load of 125lb when dropped from 36Inches onto -a 1-sq.,in. area located anywhere on panel, without failing. Failure is defined as collapse of access flooring system. ESD-Control Properties: Provide floor coverings with ESD-control properties indicated as determined by testing identical products. Manufacturer's product data to Indicate same. Static -Dissipative Floor Covering Properties: Electrical Resistance: Test per ASTM F 150 with 100-V applied voltage or ESD STM 7.1. 1) Average greater than I megohmand less than or equal to 1000 megchms when test specimens are testedsurface to ground. 2) Average no.less than 1 megohm and less than or equal to 1000 megohms when installed floor coverings are tested surface to ground. Static Generation: Less than 300 V when tested per AATCC-134 at 20 percent relative humidity, with conductive footwear. C. Static Decay. 5000 to 0 V in less than 0.25 seconds when tested per FED-ST6 101 C/4046.1. Static -Conductive Floor Covering Properties: Electrical Resistance: Test per ASTM F 150 with 500-V applied voltage, ESD STM 7.1. NFPA 99, Annex 2, or UL 779. 1) Average greater than 25,000 ohms and less than 1 megohm when test specimens and installed floor coverings are tested surface to surface (point to point). 2) Average no less than 25,000 ohms with no single measurement less than 10,000 ohms when installed floor coverings are tested surface to ground. Static Generation: Less than 100 Vwhen tested per AATCC-134 at 20 scentrelative p p r humidiywith conductive footwear. C. Static Decay: 5000 to 0 V in less than 0.03seconds when tested per FED-STD- 101C/4046.1. Antistatic Floor Covering Properties: Electrical Resistance: Test per ESD STM 7.1. 1) Average greater than 25,000 ohms and less than 1,000 megohm when test specimens and installed floor coverings are tested surface to surface (point to point). Static Generation: Less than 100Vwhen' tested per AATCC-134at20percent relative humidity with conductive footwear. Panel-to-Understructure Resistance: NoYhcore than 10 ohms as measured without floor coverings. 1.4 SUBMITTALS A Product Data: For each type of product indicated. S. Shop Drawings: Include layout of access flooring system and relationship to adjoining Work based on field -verified dimensions. Details and sections with descriptive notes indicating materials, finishes, fasteners, typical and special edge conditions. accessories, and undershvcture. Forinstalled products indicated to comply with design loads, include Iude structural analysis data signed and sealed by the qualified professional engineer responsible fortheir preparation. C. Samples for Initial Selection: For each type of flooring material and exposed finish indicated. Samples for Verification: For each type of flowing material and exposed finish indicated. Solid Vlny1 Tile: Full-size units. 2. Resilient Accessories` Manufacturer's standard accessories. 3. Exposed Metal Accessories One complete full-size flow panel. pedestal, and understmchrre unit for ea ch required. E Product Certificates: For each type of access flooring system. QUALITY ASSURANCE A Installer Qualifications: An employer of workers trained and experienced In this type of Installation. B. Source Limitations: Obtain access flooring system through one source from a single manufacturer. Regulatory Requirements: Fabricate and install access flooring to comply Win NFPA75 requirements for raised flooring. - D. Provide floor panels that are clearly and permanently marked on their underside with panel type and concentrated4oad rating. PROJECT CONDITIONS .. Environmental Limitations: Do not install access flooring until spaces are enclosed, subfloor has been sealed. ambient temperature is between 40 and 90 deg F- and relative humidity is not more then 70 percent, 1.7 COORDINATION A Coordinate location of mechanical and electrical work in underfloorcavftyto prevent interference with access flooring pedestals. B. Mark pedestal locations on subfloor by use of a grid to enable mechanical and electrical work to. proceed without interfering with:access flooring pedestals. C. Proceed with installation only after completion of other construction %!thin affected spaces. p 1.8 EXTRA MATERIALS Fumish extra materials described In subparagraphs below that match products Installed and that are packaged with protectivecoverings for storage andIdentified with labels describing contents. 1. Flooring Panels: 24. 2. Pedestals: 4. 3. Stringers: 4. PART2-PRODUCTS - 2.1 FLOOR PANELS AND UNDERSTRUCTURE Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be Incorporated into the Work include, but are not limited to, the following: 1. Formed -Steel Panel Systems: a. AMICO-Genesis:Alabama Metal Industries Corporation. b. ASM Modular Floors Inc. C. Computer Environments Inc. d. InterfaceAR. e. Maxcess Technologies, Inc. f. Tate Access Floors, Inc. B. Floor Panels General: Provide modular panels corn 1 'n with the following requirements that o e P PN 9. 9n person; using a portable lifting device, can interchange with other field panels without disturbing adjacent panels or understmcture: - Nominal Panel Size: 24 by 24 Finches 2. Fabrication Tolerances: Fabricate panels to the following tolerances with squareness tolerances expressed as the difference between diagonal measurements from comer to comer. Size and Squareness: Plus or minus 0.015Inch of required size, with a squareness tolerance of plus or minus 0.015 Inch, unless tolerances are otherwise Indicated for a specific panel type. b. Flatness: Plus or minus 0.020 inch, measured on a diagonal on top of panel. Panel Attachment toUndersWcture: Bygravity. 4. Panel Attachment to Understructure: Sy bolting to pedestal head. Provide panels with holes dulled in comers to align precisely with threaded holes in pedestal heads and to accept countersunk screws with heads flush with top of panel. Provide fasteners held captive to panels. Formed -Steel Panels: Fabricated with die -cut flat top sheet and die -formed and stiffened steel bottom pan famed from cold -rolled steel sheet and joined together by resistance welding, with metal surfaces protected against corrosion by manufacturer's standard factory -applied finish to produce units of the following type: 1. Solid Panels: Flat. solid top surface. - Perforated Panels: Perforated top surface with holes of number, spacing, and size standard with manufacturer to produce a nominal open area of 25 percent. - r a.... Finish: Manufacturer's standard. Pedestals: Assembly consisting of base, column with provisions for height adjustment, and head (cap); made of steel. Provide pedestals designed for use in seismic applications. Base: Square or circular base with not less than 16 sq. in. of bearing area. 3: Column: Of height required to bring: finished floor to elevations indicated. Weld to base plate. 4. Provide vibration -proof leveling mechanism for making and holding fine adjustments in height over a range of not less than 2 inches and for locking at a selected height, so deliberate action is required to change height setting and vibratory displacement is prevented. 5. Head: Designed to support understructure system indicated. Provide sound -deadening pads or. gaskets at contact points between heads and panels. Provide head with four holes aligned with holes in floor panels for boiling of panels to pedestals. Stringer Systems: Modular steel stringer systems made to interlock with pedestal heads and form a grid - pattern placing stringers under each edge of each floor panel and a pedestal undereach corner of each floor panel. Protect steel components with manufacturer's standard galvanized or corrosion - resistant paint finish. Bolted Stringers: System of main and cross stringers connected to pedestals with threaded fasteners accessible from above. 2. Snap -on Stringers: System of stringers attached to pedestals with nonbolted interlocking connections to provide a stable understracture and to prevent accidental disengagement. Provide continuous gasket at contact surfaces between panel and stringers tadeaden sound, to seal off underfloor cavity. from above, and to maintain panel alignment and position. Provide stringers that support each edge of each panel where required to meet design4oad criteria. 2.2 FLOOR PANEL COVERINGS -- General: Provide factory -applied floor coverings of type indicated that are laminated by access flooring manufacturer to tops of floor panels including perforated panels. Colors, Textures, and Patterns: As selected by Architect, Interior Designer, Design/Builder and Owner from manufacturer's full range. Low-FJnlssivity. Solid Vinyl Tile: Static -Conductive, Class I (Monolithic Vinyl Tile), Type A(Smooth Surface), with total mass loss of 1 percent and minimum 98 percent reduction in collected volatile condensable materials compared to products with dioctyi phthalate. Available Manufacturers: Subject to compliance with requirements, manufacturers offering. products that may be incorporated Into the Work include, but are not limited to, the following: a. VPI, LLC; Floor Products Division. Resilient Wall Base: Type TS (rubber). Group 1 (solid), Style B (cove), 0.125 inch thick and 4Inches high, with matching end stops and factory -made comer units. 2.3 ACCESSORIES Adhesives: Manufacturer's standard adhesive for bonding pedestal bases to subfloor.. Provide adhesive with a VOC content of 70 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24). Post -Installed Anchors: For anchoring pedestal bases to subfloor, provide post -installed expansion anchors made from carbon -steel components, zinc plated, Class Fe/Ln 5 (5 microns) for Class SC 1 service condition (mild), with the capability to sustain, without failure, a load equal to 1.5 times the loads YP 9 Imposed b pedestal overturning moment on fasteners. P C. Cutouts: Provide cutouts in flow panels for cable penetrations and service outlets. Provide reinforcement or additional support, if needed, to make panels with cutouts comply with standard performance requirements. Trim edge of cutouts with manufacturer's standard plastic moldin . 9 P 9 2. Fit cutouts with manufacturer's standard grommets in sizes indicated or, if size of cutouts exceeds maximum grommet size available, trim edge of cutouts with manufacturer's standard plastic. molding having tapered top flange. Furnish removable covers for grommets. Provide foam -rubber pads for sealing annular space formed in cutouts by cables. Service Outlets: Standard UL-listed and -labeled assemblies, for recessed mounting flush with top of floor panels, for power, communication, and signal services, and complying with the following requirements: 1. Structural Performance: Cover capable of supporting a 1000-Ibf concentrated load. Cover and Box Type: Hinged polycarbonate cover with opening for passage of cables when cover is closed and including frame and steel box or formed -steel plate for mounting electrical receptacles. Receptacles and Wiring: Electrical receptacles and wiring for service outlets are specified In Division 16 Sections. 4. Receptacles and Wiring: Equip each service outlet with power receptacles to comply with the following requirements: a. Type of Receptacle: Heavy-duty duplex, 2-pole, 3-wire grounding, 20 A, 125 V, NEMA WD 6, Configuration 5-20R, unless otherwise indicated. b. Number of Receptacles for Outlet: Two. - Wiring Method: Factory wired for hard wiring in field with armored cable, containing 3 insulated No. 12 AWG solid-copperconductors, terminated with a 6-inch-long pigtail. d. Wiring Method: Power -in connectors, built into outlet housing, of type to fit power -in and power -out connectors of branch -circuit cables supplied with building electrical system. Panel Lifting Device: Manufacturer's standard portable filing device oftype required for specified panels. Provide one lifting devices per room of each type required. Perimeter Support: Where indicated, provide manufacturer's standard method for supporting panel edge and forming transition between access flooring and adjoining floor coverings at same level as access flooring. PART 3- EXECUTION 3.1 EXAMINATION Examine substrates for compliance with requirements for installation tolerances and other conditions affecting performance of work. 1. Verify that substrates comply with tolerances and other requirements specified in ether Sections and that substrates are free of cracks, ridges, depressions, scale, foreign deposits, and debris that might interfere with post -installed anchor attachment of pedestals. 2. Proceed with Installation only after unsatisfactory conditions have been corrected. PREPARATION - A Lay out floor panel Installation to keep the number of cut panels at floor perimeter to a minimum. Avoid using panels cut to less than 6lnches. B. Locate each pedestal, complete any necessary subfloor preparation, and vacuum clean subfloorto remove dust, dirt, and construction debris before beginning installation. .. 3.3 INSTALLATION A Install access flowing system and accessories to produce a rigid, firth installation that complies with performance requirements and is free of instability, rocking, rattles, and squeaks. Follow - manufacturer's written Installation instructions. Set pedestals In adhesive if recommended in writing by access flooring manufacturer to provide full bearing of pedestal base on subfloor. C. Attach pedestals to subfloor by post -installed mechanical anchors. D. Adjust pedestals to permit top of installed panels to be set flat, level, and to proper height. Secure stringers to pedestal heads according to access flooring manufacturer's written Instructions. F. Install flooring panels securely In place, property seated with panel edges flush. Do not force panels Into place. Carpeted Panels: Install panels with carpet pile in same direction. G. Scribe perimeter panels to provide a close fit with adjoining construction with no voids greater than 1/8 inch where panels abut vertical surfaces. To prevent dusting, seal cut edges of steel -encapsulated, wood -core panels with sealer recommended by panel manufacturer. H. Cut and trim access flooring and perform other dirt -or -debris -producing activities at a remote location or as required to prevent contamination of subfloor under access flooring already installed. Ground flooring system as recommended by manufacturer and as needed to comply with performance requirements for electrical resistance of floor coverings. Scribe and Install underfloor -cavity dividers to closely fit against subfloor surfaces, and seal with mastic. K Scribe vertical closures to closely fit against subfloor and adjacent finished -floor surfaces. Set in mastic and seal to maintain plenum effect within underfloor cavity. L. Clean dust, dirt, and construction debris caused by floor installation, and vacuum subfloor area, es installation of floor panels proceeds. Seal underfloor air cavities at construction seams, penetrations, and perimeter to control air leakage as recommended by manufacturer. N. Install access flowing without change in elevation between adjacent panels and within the following tolerances: 1. Plus or minus 1/8Inch in any0•foot distance. 3.4 ADJUSTING, CLEANING, AND PROTECTION Prohibit traffic on access flooring for 24 hours and removal of floor panels for 72 hours after installation to allow pedestal adhesive to set. B. After completing installation, vacuum clean access flooring and cover with continuous sheets of reinforced paper or plastic. Maintain protective covering until time of Substantial Completion. C. Replace access flooring panels that are stained, scratched, or otherwise damaged orthat do not comply with specified requirements. END OF SECTION 10270 SECTION 10350 FLAGPOLES GENERAL 1.1 SUMMARY A This Section includes bround-set flagpoles made from aluminum. 1.2 PERFORMANCE REQUIREMENTS Structural Performance: Provide flagpole assemblies, including anchorages and supports, capable of withstanding the effects ofwfnd loads, determined according to NAAMM FP 1001, "Guide Specifications for Design of Metal Flagpoles" Base flagpole design on polyester flags of maximum standard size suitable for use with flagpole or flag size indicated, whichever is more stringent. Basic Wind Speed: 150 mph 1.3 SUBMITTALS A Product Data: For each type of flagpole required. 9P q ShopDrawings: Include elevations and details showing general arrangement, jointing; fillings and 9 99 9 •1 9• 9 accessories, grounding, and anchoring and supporting systems. Include details of foundation system for ground -set flagpoles. Structural Calculations: For flagpoles indicated to comply with design loads include structural gp p y g Mures analysis data signed and sealed by the qualified professional engineer responsible for their preparation. Finish Samples for Verification: For each finished material used for flagpoles and accessories. Qualification Data: For professional engineer. 1A QUALITY ASSURANCE A Source Limitations: Obtain each flagpole as a complete unit, including fittings, accessories, bases, and anchorage devices, from.a single manufacturer. 1. Obtain flagpole through one source from a single manufacturer. 1.5 DELIVERY. STORAGE, AND HANDLING A General: Spiral wrap flagpoles with heavy paper and enclose in a hard fiber tube or other protective container. PART 2-PRODUCTS 2.1 MANUFACTURERS Available Manufacturers: Subject to compliance with requirements. manufacturers offering products that may be incorporated into the Work include. but are not limited to. the following: a American Flagpole: a Kearney -National Inc. Company. 2. Baurtal Company Inc. (The) 3. Concord Industries. Inc. 4. Eder Rag Manufacturing Company, Inc. 5. Ewing international. 6. Ungo Inc.; Alma Flagpole Division. 7. Michigan Flagpole Inc. 8. Morgan -Francis Div.: Original Tractor Cab Co., Inc. S. PUP Composite Technologies, Inc. 2.2 FLAGPOLES Flagpole Construction. General: Construct flagpoles in one piece if possible. Ifmore then one piece is necessary, comply with the following: 1. Fabricate shop and field joints without using fasteners. screw collars, or lead calling. For tapered flagpoles, provide flush hafdhiejoints using self -aligning, snug -fitting, internal sleeves. 3. For stepped -sectional flagpoles, provide self aligning. snug-ffltingjoints. Exposed Height: 30 feet. Aluminum Flagpoles: Provide cone -tapered flagpoles fabricated from seamless extruded tubing complying with. Alloy 6053. with a minimum wall thickness of 3/16 inch. D. Foundation Tube: Galvanized corrugated -steel foundation tube. 0.064-inch-minimum nominal wall thickness. Provide with 3M64nch steel bottom plate and support plate; 3/4-Inch.dlameter. steel ground spike: and steel centering wedges all welded together. Gatvanize.steel parts, including foundation tube. after assembly. Provide wedges at top offoundation tube for plumbing pole. Provide fleshing collar of same material and finish as flagpole. Provide steel ground protectors extending 12 Inches aboveground and 6lnches belowground for steel flagpoles where flashing collars are not provided. Sleeve for Aluminum Flagpole; Fiberglass or PVC pipe foundation sleeve, node to fit flagpole. for casting into concrete foundation. Provide fleshing collar of same material and finish as flagpole. FITTINGS FOR CONSTRUCTION Revisions Rev. Dale Descriptran LtA LL O Deborah L. ♦Y eafe64ms Architecture and Katherine Eversole Design Specializing in iesign/Bidld Projects .ey. 1 jt L I` , GJ: i`f 105 OF Date: 06-30-06 Project No. Drawn By: KLE Checked By: DLW Sheet Title: SPECIFICATIONS Drawing No. A0. Finial Bell: Manufacturer's standard flush -seam ball, sized as indicated or, if not indicated, to match flagpole - butt diameter. 0.063-inch spun aluminum, finished to match flagpole. External Halyard: Bell -bearing, nonfouling, revolving truck assembly of cast metal, braided polypropylene halyard and cast -metal cleats with fasteners. Finish exposed metal surfaces to match flagpole. 1. Provide one halyard and one cleat at each flagpole. Provide cast -metal cleat covers, finished to match flagpole, secured with cylinder locks. 3. Provide halyard covers. Halyard Flag Snaps: Provide two bronze swivel snap hooks per halyard. Provide with neoprene or vinyl covers. ' Plastic Halyard Flag Clips: Made from injection -molded, UV -stabilized, acetal resin (Deldn). Clips attach to flag and have two eyes for inserting both runs of halyards. Provide two flag clips per halyard. 1. Product: Subject to compliance with requirements, provide "Quiet Halyard Flagclasp" by Lingo Inc.; Acme Flagpole Division. 2.4 MISCELLANEOUS MATERIALS A Concrete: Comply with acceptable Industry standard for cast -in -place concrete, normal weight, air - entrained, ready mix concrete with a minimum 28-day compressive strength of 3000 psi. 6 Nonshrink, Nonmetallic Grout: Factory -packaged, nonstaining, noncorrosive, grout. Sand: Fine aggregate. D. Elastomeric Joint Sealant: Single -component neutral -curing silicone joint sealant. 2.5 FINISHES A Metal Finishes, General: Complywith NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Aluminum: Finish designations prefixed by AA comply with the system established by the Aluminum Association for designating aluminum finishes. a. Color and Gloss: As selected by Architect, Design/Builder and Owner from manufacturers full range. PART 3- EXECUTION 3.1 PREPARATION Prepare uncoated metal flagpoles that are set in foundation tubes by painting below -grade portions with a heavy coat of bituminous paint. B. Foundation Excavation: Excavate to neat clean lines in undisturbed soil. Remove loose soil and foreign matter from excavation and moisten earth before placing concrete. C. Provide forms where required due to unstablesdl conditions and for perimeter of flagpole base at grade. Secure and brace forms and foundation tube, sleeve, or anchor bolts in position, to prevent displacement during concreting. D. Place concrete immediately after mixing. Compact concrete in place by using vibrators. Moist -cure exposed concrete for not less than seven days or use nonstaining curing compound. E Trowel exposed concrete surfaces to a smooth, dense finish, free oftrowel marks, and uniform in texture and appearance. Provide positive slope for water runoff to perimeter of concrete base. 3.2 FLAGPOLE INSTALLATION General: Install flagpoles where shown and according to Shop Drawings and manufacturers written instructions. Foundation -Tube Installation: Install flagpole in foundation tube, seated on bottom plate between steel centering wedges. Plumb flagpole and Install hardwood wedges to secure flagpole In place. Place and compact.sand in foundation tube and remove hardwood wedges. Seal top of foundation tube with elastomericjoint sealant and ewer with flashing collar. END OF SECTION 10350 SECTION 10431 SIGNAGE GENERAL 1.1 SUMMARY A This Section Includes the following: Plaques. 2. Dimensional illuminated characters. 3. Panel signs. 1.2 DEFINITIONS ADA-ABA Accessibility Guidelines: U.S. Architectural & Transportation Barriers Compliance Board's "Americans with Dfsabilibes Act (ADA) Accessibility Guidelines for Buildings and Facilities; Architectural Barriers Act. (ABA) Accessibility Guidelines." 1.3 SUBMITTALS A Product Data: For each type of product Indicated. Shop Drawings: Show fabrication and installation details for signs. 1. Show sign mounting heights, locations of supplementary supports to be provided by others, and accessories. 2. Provide message list, typestyles, graphic elements, including position oftactfle characters and Braille,] and layout for each sign. Samples for Initial Selection: Manufacturer's color charts consisting of actual units or sections of units showing the full range of colors available for the following: Aluminum. 2. Acrylic sheet. 3. Polycarbonate sheet. Samples for Verification: For each of the following products and for the full range of color, texture, and sign material indicated, of appropriate size to allow selection to be made: Plaque Casting 2. Dimensional Characters: Typical full-size Samples of dimensional character (letter, number, and graphic element). 3. Aluminum: For each form, finish, and color. 4. Acrylic Sheet: for each color required. 5. Polycarbonate Sheet: for each color required. 6. Panel Signs: 15. Mills Manufacturing Company. E Sign Schedule: Use same designations indicated on Drawings. 16. Mohawk Sign Systems. 17. Nelson -Harkins Industries. Qualification Data: For installer and fabricator.18. Salon Identification Products. 19. Signature Signs, Incorporated. G. Maintenance Data: For signs to include in maintenance manuals. 20. Supersine Company (The) H. Warranty: Special warranty specified in tNs Section. B. Interior Panel Signs: Provide smooth sign panel surfaces, with tactile, Braille, and changeable - - messages constructed to remain flat under installed conditions within a reasonable tolerance measured diagonally from comer to comer, complying with the following requirements: 1.4 QUALITY ASSURANCE Installer Qualifications: An employer of workers trained and approved by manufacturer, with 3 years Sign shall include tactile and Braille room number, and 2 lines of changeable names. experience. 2. Restroo ns shall include tactile and Braille name and tactile symbols, meefing ADA and TAS B. Fabricator Qualifications: Shop that employs skilled workers who custom -fabricate products similar to requirements. those required for this Project and whose products have a record of successful in-service Laminated, Etched Photopolymer. Raised graphics with Braille as compliant with TAS & ADA, with contrasting performance. colors in finishes and color combinations as selected by Owner, DesignBuilder and Architect C. Source Limitations for Signs: Obtain each sign type indicated from one source from a single from manufacturer's full range and laminated to acrylic back. 4. Laminated, Sandblasted Polymer. Raised graphics with Braille as compliant with TAB & ADA manufactures with contrasting colors as selected by Owner, Design/Builder and Architect from manufacturer's Regulatory Requirements: Comply with applicable provisions in ADA•ABAAccessibility Guidelines, full range and laminated to acrylic back. 5. Edge Condition: Square cut or Beveled. [CC/ANSI A117.1, and TAS. - 6. Comer Condition: Square or Rounded to radius indicated. 7. Mounting: Unframed. PROJECT CONDITIONS Weather Limitations: Proceed with Installation only when existing and forecasted weather conditions permit - a. Well mounted with two -face tape. b. Manufacturer's standard anchors for substrates encountered. installation of signs in exterior locations to be performed according to manufacturers' written instructions and warranty requirements. 8, Custom Paint Colors: Match Pantone color matching system. - 9. Color: As selected byOwner. Design/Builder and Architect from manufacturer's full range. B. Field Measurements: Verify as necessary. 10. Tactile Characters: Characters and Grade 2 Braille as compliant with TAS & ADAwith contrasting color's. 1.6 COORDINATION C. Exterior Panel Signs: Provide smooth sign panel surfaces constructed to remain flat under installed conditions within a reasonable tolerance measured diagonally from comer to comer, complying with Coordinate placement of anchorage devices with templates for installing signs. the following requirements: Aluminum Sheet 1.7 WARRANTY 2. Edge Condition: Square cut or beveled Special Warranty. Manufacturer's standard form in which manufacturer agrees to repair or replace 3. Caner Condition: Rounded orsquare 4. Mounting: Pole mounted. components of signs that fail in materials or workmanship within specified warranty period. 5. Color: As selected by Owner. DesignBu(iderendAnchitect from manufacturer's full range. 1. Failures Include, but are not limited to, the following: Changeable Message Inserts: Fabricate signs to allow insertion'of changeable messages in the fain of a. Detedoraton of metal and polymer finishes beyond normal weathering. transparent covers with paper inserts printed by Owner. b. Deterioration of embedded graphic Image colors and sign lamination. Furnish Insert material and software for creating text and symbols for PC -Windows computers for Owner , production of paper inserts. Warranty Period: Five years from date of Substantial Completion. 2. Furnish insert materiel cut -to -size for changeable message insert. Tactile and Braille Sign: Manufacturers standard process for producing text and symbols complying with ADA PART 2-PRODUCTS - and TAS Accessibility Guidelines and with ICC/ANSI All 17.1. Text shall be accompanied by Grade 2 Braille. Produce precisely formed characters with square -cut edges free from burrs and cut marks; 2.1 MATERIALS Braille dots with domed or rounded shape. Aluminum Castings: Of alloy and temper recommended by sign manufacturer for casting process used and for Colored Coatings for Acrylic Sheet: For copy and background, provide colored coatings, including inks, dyes, and paints, that are recommendedby acrylic manufacturers for optimum adherence to acrylic surface use end finish Indicated. and are UV and water resistant for three years for application intended. Aluminum Sheet and Plate: Of alloy and temper recommended by aluminum producer and finisher for type of 1. Custom Paint Colors: Match Pantone color matching system. use and finish indicated. 2. Color: As selected by Owner, Design/Builder and Architect from manufacturer's full range. ,. Aluminum Extrusions: Of alloy and temper recommended by aluminum producer and finisher for type of use FABRICATION and finish indicated. D. Acrylic Sheet: Cell Cast Sheet Type UVA (UV absorbing). A General: Provide manufacturers standard signs of configurations Indicated. - Polycarbonate Sheet: Of thickness Indicated, manufactured -by extrusion process, coated on both surfaces Welded Connections: Comply with AWS standards for recommended practices in shop welding. Provide welds behind finished surfaces without distortion or discoloration of exposed side. Clean with abrasion -resistant coating, all Items listed below to be within signage industry acceptable exposed welded surfaces of welding flux and dress exposed andcontact surfaces. standards. 2. Mlljdnts to tight, hairline fitFormjoints exposed to weather to exclude water penetration. 3. Preassemble signs in the. shop to greatest extent possible. Disassemble signs only as 1. Impact Resistance for shipping and handling limitations. Cleary mark units for reassembly and 2. Tensile Strength installation, in location not exposed to view after final assembly. Installation, 3. Flexural Modulus of Elasticity 4. Conceal fasteners if possible: otherwise, locate fasteners where they will be inconspicuous. 4. Heat Deflection 5. Abrasion Resistance - 2.6 FINISHES, GENERAL 2.2 DEDICATION PLAQUES A Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may recommendationsfor applying and designating finishes. be incorporated into the Work include, but are not fimfted to, the following: B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary 1. Advance Corporation; Braille-Tac Division. protective covering before shipping. 2. A R. K Ramos.. C. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are 3. Gemini Incorporated. - acceptable if they are within one-half of the range of approved Samples. Noticeable variations in the 4. Matthews International Corporation; Bronze Division. same piece are not acceptable. Variations in appearance of other components are acceptable if they 5. Metal Arts; Div. of L&H Mfg. Co. are within the range of approved Samples and are assembled or Installed to minimize contrast. 6. Mills Manufacturing Company. 7. Nelson -Harkins Industries. 8. Southwell Company (The). 2.7 ALUMINUM FINISHES _ Cast Plaques: Provide castings free of pits, scale, sand holes, and other defects, as follows: Baked -Enamel Finish: Apply baked enamel complying with paint manufacturers written instructions for cleaning, conversion coaling, and painting. 1Plaque Material: Bronze. . 2. Background Texture: Manufacturers standard pebble or leatherette texture. EXECUTION 3. Border Style: To be determined by Owner, Design/Builder and Architect. 4. Mounting; Concealed studs, noncorroding for substrates encountered. 3.1 EXAMINATION 2.3 DIMENSIONAL ILLUMINATED CHARACTERS A Examine substrates, areas, and conditions for compliance with requirements for installation tolerances and other conditions affecting performance of work.. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work Include, but are not fimfted to, the following: B. Verify that items, including anchor inserts, are sized and located to accommodate signs. ACE Sign Systems, Inc. C. Proceed with installation only after unsatisfactory conditions have been corrected. 2. Advance Corporation; Braille-Tac Division. 3. A. R. K Ramos. 4. ASI-Modulex; Inc. 3.2 INSTALLATION 5. Bunting Graphics, Inc. 6. Charleston Industries, Inc. A Locate signs and accessories where Indicated, using mounting methods of types described and - 7. Gemini Incorporated. complying with manufacturers written Instructions. 8. Grmco, Inc. 9. Innedace Sign Systems, Inc. 1. Install signs level, plumb, and at heights Indicated, with sign surfaces free of distortion and other 10. Metal Arts: Div. of L&H Mfg. Co. defects in appearance. 11. gills Manufacturing Company. 12. Mohawk Sign Systems. - Interior Wall Signs: Install signs on walls adjacent to latch side of door where applicable. Where not indicated 13. Nelson -Harkins Industries. or possible, such as double doors. install signs on nearest adjacent walls. Locate to allow 14. Signature Signs, Incorporated. approach within 3 inchesofsign without encountering protruding objects or standing within 15. Southwell Company (The). swing of door. Cast Characters: Produce characters with smooth flat faces, sharp comers, and precisely formed lines and Wall -Mounted Signs: Comply with sign manufacturers written instructions except where more stringent profiles, free of pits, scale, sand holes, and ether defects. Cast lugs into back of characters and tap to requirements apply. receive threaded mounting studs. Alloy and temper recommended by sign manufacturer for casting .process used and for use and finish indicated. Comply with the following requirements. Two -Face Tape: Mount signs to smooth, nonporous surfaces. 1. Character Material: Aluminum. - Signs Mounted on Glass. Provide matching opaque plate on opposite side of glass to conceal mounting 2. Thickness: To be determined by Owner, Design/Builder and Architect. materials. 3. Case: To be determined by Owner, Design/Builder and Architect. 4. Cdor(s): As selected by Architect from manufacturers full range. Dimensional Illuminated Characters: Mounl'characters using standard fastening methods to compy with 5. Mounting: Concealed studs, noncorroding for substrates encountered. manufacturers written Instructions for character form, type ofineunting, wall construction, and condition of exposure indicated. Provide template to establish character spacing and to locate holes C. Aluminum Extrusions: Comply with the following requirements: for fasteners. 1. Finish: To be determined by Owner. DesignBulder and Architect. 2. Custom Paint Colors: Match Pantone color matching system. 3. Color(s): As selected by Owner, Design/Builder and Architect from manufacturers full range. .. 4. Mounting: Concealed studs, noncorroding for substrates encountered. Projected Mounting: Mount characters at projection distance from wall surface indicated. PANEL SIGNS Cast -Metal Plaques: Mount plaques using standard fastening methods to comply with manufacturers written Instructions for type of wall surface Indicated. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be Incorporated into the Work Include, but are not limited to, the following: CLEANING AND PROTECTION , A After installation, clean soiled sign surfaces according to manufacturers written instructions. Protect ACE Sign Systems, Inc. 2. Advance Corporation: Braille-Tac Division. signs from damage until acceptance by Owner. 3. Allen Industries Architectural Signage 4. Allenite Signs; Allen Marking Products, Inc. END OF SECTION 10431 5. APCO Graphics, Inc. 6. ASI-Modulex, Inc. 7. Best Sign Systems Inc. _ 8. Bunting Graphics, Inc. 9. Fossil Industries, Inc. 10. Gemini Incorporated. - - 11. Grmco, Inc. 12. Innerface Sign Systems, Inc. 13. InPro Corporation 14. Matthews International Corporation; Bronze Division. FOR COI Rei,iisions Rev. Dote Description 4Z x O V .Deborah L. WH' hams Architecture .ad Katherine Eversole Design Specializing in Design/Build Projects Gl: Li'I OF Dote: 06-30-06 Project No. Drown By: KLE Checked By: DLW Sheet Title: SPECIFICATIONS Drawing No. AO.J W LU n REF TO 6" CONCRETE CURB -REF CIVIL 1/A3.1 8'-0" HIGH SPLIT -FACE CMU WALL W/ RADIO TOWER AND FOUNDATION 2 SPACES STONE CAP BELOW -BY OTHERS Y ]F --I BOLLARDS - BOLL ff�C_ REF CIVIL ( I wo MECHANICAL YARD N I LANDSCAPING .� BUILDING LINE BELOW---\ L 1 1 6" CONCRETE CURB -REF CIVIL 1 1 I I I I I trj iUj_ 19 SPACES L_ I I CONCRETE 1 PROPOSED SIGNAGE ELECTRONICALLY CONTROLLED AND PROXIMITY CARD READER ACCESSED SLIDING' GATE SIGNAGE-REF 3/A1.1 SIDEWALK 1 REF TO n colnrrc LANDSCAPIP GRASS TWO-WAY SALLYPORT SECURITY FENCE -REF 4/A1 1 DUMPSTER ENCLOSURE - REF 5/A1.1 1 I _ _ ON BUILDING- N RAMP TYP-REF 2 A1.1 / i DETENTION POND- I "LA PORTS POLICE N PAINTED 4" i I ! DEPARTMENT" &SEAL L_ SIDEWALK WIDE LINES-TYP i REF CIVIL DWGS 1_ SIGNAGE- 0 �1- -PAINTED 1 ' - REF 3/A1:1--' EMBLEM-TYP 1 � ----- aJ� FLAG POLES --I- 1 1 3SPACES SIGNAGF- 1 REF 3 A1.1 � •.. i 1 REF TOAPING ELECTRONICALLY CONTROLLED o AND PROXIMITY CARD READER ACCESSED SLIDING GATE 7 o - ------------------------- MONUMENT SIGN- 6" CONCRETE CURB- -8 1 REF 2/A2.4 REF CIVIL (8) PAINTED CONCRETE BOLLARDS BUILDING LINE BELOWJ i 6" CONCRETE CURB- SECURITY FENCE -REF 4/A1.1 1 30" HIGH & 18" DIAMETER REF TO REF CIVIL - - SPACED 8'-0" OC I 3/A3.1 LANDSCAPING I .—____T ____ ------ `____T ----- t l_______ 1 1 i I I 1 1 I 1 1 I I 1 I 1 I 1 L—_--___ ------- _______------- -------- __--___------- II I 1 i I F_______ 1 1 I I I I I I 1 ( t I 1 I I 1 I I 7 I i i 1 1 ------ - — — — — — — — — — — — - - — — — — — — — — — — — - - — — — — — — — — — 1 I 1 I __ \``l FUTURE I i_______ 1 1 1_--____ ------- _—_--_-1 ------- _______1 ------- ______—I MUNICIPAL COURTS I f------' _ ; i ____ __ __ _ _ _______T_______ I 1 1 1 1 1 1 I I I I ��� I I ■■ 1 L------- __ __ .L------- I U. 11 I i 1 L------- -------1---____ ------- 1------- --------1_--__—_ JI I i I I I 1 1 1 1 1 I I 1 �— _•-- \------------/ l / 1.------------/ ----------------------------------------------------------------- — -►►"'� 1 1 SITEPLAN RESERVED CAST STONE CAP SCALE: 1 = 30 —0• CLFAPS01 PARKING 4" 9'-4 4" 3'-0" MIN 11 CURB RAMP TYP SCALE: 3/4" = 1'-0" ptAN N��S HANDICAP SIGN EXPANSION JOINT ALL 3 SIDES NON -SLIP MEDIUM BROOM FINISH CONCRETE RAMP W/ ACCENTED COLOR VAN ACCESSIBLE SIGN ONLY ® NOTED VAN ACCESSIBLE SPACES- 1 1/2 " DIA GV PIPE. PLUG AND WELD TOP FINISH SIDEWALK TAPE RED 6" WIDE �NO�%��i� CURB ON EACH SIDE�T�< C3 ACCESSIBI CIFAD010 SCALE: 1 " = 1'-0 0 I Is] EXPANSION JOINT FILLER CLFAD008 FENCE ASSEMBLY NOT FINALIZED AT TIME OF "FOR CONSTRUCTION" DOCUMENT ISSUANCE -ADDITIONAL INFORMATION TO BE PROVIDED IN ADDENDUM 4� PERIM_ETEoR FENCE CLFAD008 1 I I I I I I 1 1 I I I 1 I I I 1. REFER TO LANDSCAPING PLANS FOR ACTUAL LANDSCAPING INFORMATION AND LOCATIONS. ::::•r':.;:.E:i::.:;;:'cr`._'?F.i:;; r t: .,r:.>:_":;•::•:::::° ',':".;;::.; ;. r'':';[i_ OWN FOR INFORMATION E NT (DASHED) H i 2. FUTURE DEVELOPMENT SHE S ONLY. -, ROOF SHOWN FOR REFERENC F TO METAL BUILDING 3. E ONLY. REFER DRAWINGS FOR :..:.:,:. .....,..:....:.:..; .r.::..:.::,.,::;-., • - , .;.,,>....:•::.. .::... ...:... ......... ,...:,._ . ... ROOF LAYOUT AND DETAILS. CE CIVIL DWGS FOR DIMENSIONS DET ENTION POND INFORMAT 4. REFEREN , , -'•` ••' ' STORM INLETS/LINES, OUTFACES TO POND, ETC. ;`:. PA RKING INFO: .:...... ........',....:..:. ::....;.:.:'` - GROSS BU .. 57 662 S.F. S.F. DETERMINE PARKING NET BUILDING COUNT 16 210 S.F. . ,,, ` ...... TOTAL REQUIRED PARKING SPACES 65 SPACES;,,;, TOTAL PARKING SPACES PROVIDED ,} 108 SPACES:LaL '" "'" ' REQUIRED ACCESSIBLE PARKING SPACES (INCLUDED IN .TOTAL) 5 SPACES (1 VA) REF STRUCTURAL FOR ACCESSIBLE PARKING SPACES PROVIDED (INCLUDED IN TOTAL) 5 SPACES (3 VA.,) SIDE/BACK ELEVATIONS REINFORCING REQUIREMENTS DUMPSTER ENCLOSURE DETAIL 5 SCALE: 1" = 1'-0" CLFAD008 FOR CONSTRUCTION Reviisions Rev. Dote Description 4 V/ X Z UA O Y e Deborah La Williams Architecture and Katherine Fversole 1Design Specializing in Design/Build Projects w• •, l q�OF Dote; 06-30—06 Pro'ect No. 1 Drawn By: KLE Checked B : y DW Sheet Title: SITE PLAN Drawing No. A1.1 2/A3.1 H.2 C6 G E.2 A M L J.3 _. ' N 21 21 194 -7 36'-9 1/2" I 4T 1" I 36'-9 1/2" 29'-1" 8'-8" 36'-2" 8'-01, 1. I II II SP 2Y4! N 2. C3- 20 I 3. 47 24 MpLE 1 ' I x 52E4121 1 MEC+W�I9AL FEMME I - - _ - 19 19 - - rc2uTu9u - - 13/A7.1 5. ' x RA4PN �e 2 9 6. p E JML 24U O 7• Tp I - JNL 2J3 231 PR u3- 18 axe ( D.3 M 5 B.5 8. i 22 1 1 Af I 9. 2 22 I M9 �00 I 723 I 1 210 - ----- ----- ----- -� J 22PFPI 1 17 ,B4 F.1 }IOJgO,�NG 1B9 I 1 J.2 H.2 �I-------- aP °O ct P OL N3 I t9, 9A•U..- 29 I 15 1 C.I.D. �CLI6D�T IlEIL416'L e6 2a 202 2D0 _ FILE 5 PlY c.te. 14.4 I SBi 14.3 °] 18 C,.I.p.._ fpRgfiDOR , R,wq SNGI I H[E IN cA.D. ss�2d 14.2 - - = s Sno_e4nc _ , I 262 14 14.1 >� aLD. 4 -to T- r.Ec��nan E.1 D.1 CDRR 4 C sa�tEEE uE¢aeNd I CID CRIME iROLSUPPLY 12 P25OL 13 13.1 + ° ° c.+.o. ➢EtEGf11E xn stove PA1��� @LIVE i 0419 ������� __ jfFZ Ojj( 212 214 0 161N0 16tl LOR � e ❑E�[ pN� I_ - °E3Ufirve t 9 -6§ Il0 I 262 � I 12.1 -'T , . � - - - I 12 II eINE 1 F.1 E. " WWI , "rsvc'C c , Z'H � was u°e (coasD2a u �n� 14 OFF I 11.2 o ( PNoro ZI IDNG iEflM , I t- 45 ,SI4�eGE IAECpNQw�+ICAL , 2 V2 J.4 .. - 14] tfi� 2$9 V10E__ 0 TRPE , .2 SMIIfE4Y i�3 I eio9D I 1 I AREA 'B' to I 1 mDeece J.5 _ _ _ - , r AREA 'B' AREA A AREA 'A' ( t0 �� 1 G O U ,3 EVIDENCE/ EECIDU �pp CE@BONNE 1 /A6.1 141 135 1 966 0 060 26] 2fi6 1 1/A6.1 , ___ - J.1 1 I 2]0 N n " o PET SP9 _ +NDETIM -nu N J x5 to to 1 /A7.11 1 , to 6 - ( BpOW°M 44HBg llH MNIxG 1 I � I I 1 ° p eL r pgEn I 7 - iE1EPN0NE RooM/ 1 cin=_Er , 8'-0" HIGH _q SPLIT -FACE i I 21 129 �� PROPERTY ROOM FlNG25 Q�48 CMU WALL W/ co I � I � N PEi 05PA H I STONE CAP I I WS0R➢MD10 29 ® - - 2e 0 4 92 PECQR05 u PNey V I 6 0 2B2 ROOF OVERHANG I I 1 1 ABOVE-TYP 1 i I 0 1 I 5 i - pFf qO- F O - MECIAMIlm - - 4.9 M 1 I 1 i H.3 , m � oAERc xcPERnnorvs 1 ,zz I � I 4.3 - - 25'-0" MOW 3.8 - coM utER suPPORr I E LED I too - - 3 rl 1 Cafl� _ I 2 2/A7.2 � I I - 1.9 I ADMINI MEta{ws IE6N-. co-RElnpy 1 J p , i h501 MT ,0°19CE BQ11185]DIi vE5fIB4LE N A� AN Ho�,�@ ,1e „] „B 3/A7.3 � 1.1 OVERALL FLOOR PLAN _ 1 CLFAPNOt - - SCALE: 1 / 16 = 1 ' -0" 1 0 0-1 ------ m - - - - -- - 19 '0.;,3/16a 23'-2" 28'-4" - - - - - _ ¢ 123'-2 13/16" t eV G F B L J H 4/A3.1 ROJECT NOTES: ALL PARTITIONS TYPE 'A' UNLESS NOTED OTHERWISE. SEE 1/A8.1 FOR PARTITION TYPES. (NOTED ON A2.1A AND A2.1B ONLY.) FLOOR PITCHED TO ALL DRAINS. DRAINS NOTED FOR REFERENCE ONLY. SEE PLUMBING DRAWINGS FOR DRAIN LOCATIONS AND INFO. NON -SLIP TILE ON ALL DETENTION SHOWER AND DRY OFF AREA FLOORS. FRP ON ALL DETENTION SHOWER WALLS. TILE ON ALL ADMINISTRATIVE SHOWER WALLS. SEE 1/A2.1 FOR OVERALL BUILDING DIMENSIONS, BUILDING/WALL SECTION NOTATIONS, & RATED WALL/SECURE PERIMETER LOCATIONS. ALL OUTSIDE CMU WALL CORNERS TO BE BULLNOSED CMU BLOCK. MASONRY CONTRACTOR TO GROUT AND POINT UP THE GAP BETWEEN THE TOP OF THE CMU WALL AND THE HOLLOW CORE PLANKS. SEE A0.1 FOR TYPICAL ACCESSORIES REQUIREMENTS AND REQUIRED CLEARANCES. DASHED FURNITURE AND EQUIPMENT BY OTHERS. COLUMNS AND COLUMN GRID SHOWN FOR REFERENCE ONLY. REFER TO METAL BUILDING/STRUCTURAL DRAWINGS FOR FURTHER INFORMATION. 0. COLUMN BUMP -OUTS: WRAP GYP BOARD OR CMU AS CLOSE TO COLUMN AS POSSIBLE. 1. ARE EXTINGUISHERS WILL BE 5-LBS ABC WITH PLACEMENT EVERY 75'-0" OF UNOBSTRUCTED TRAVEL. FIRE EXTINGUISHER CABINETS (FEC) SHALL BE FLUSH TO FINISH WALL SURFACE. PROVIDE A BRUSHED METAL FINISH WITH VERTICAL POINTED LETTERING. i K EY.. SECURE PERIMETER m ■ m ■ m i m ■ SECURITY PERIMETER (SHOWN ON A2.1 ONLY) ONE HOUR WALL (W/ ONE HOUR CLNGS) - WALLS AS _ CLOSE TO DECK AS POSSIBLE (SHOWN ON A2.1 ONLY) WALLS AS CLOSE TO DECK AS POSSIBLE (SHOWN ON A2.1 ONLY) 8" CMU WALL 6" CMU WALL GYP BOARD WALL E i 1 FOR CONSTRUCTION Revisions Rev. Date Descdption i i Deborah L. Wllhams Architecture and Katherine Fversole Design Specializing in Des"Iftild Projects Date: 06-30-06 Project No. Drown By: KLE Checked By. DW Sheet Title: FLOOR PLAN Drawing Na� EVIDENCE 140 ni �� o �) 163 o I I DARE - i I - GUN K1 VAULT T T 158 � -- PROJECT NOTES. _--_-_-_-_ 142342 ID2651. Tm_ ALL PARTITIONS TYPE 'A' UNLESS NOTED OTHERWISE. SEE 1/AB.1 FOR TECH 137❑R �r PARTITION TYPES. (NOTED ON A2.1A AND A2.1B ONLY.) e K1 DRUG VAULT N EVIDENCE CW I,p, / ELECTRICAL a 135 136 Tt T OT - 1 1 2. FLOOR PITCHED TO ALL DRAINS. DRAINS NOTED FOR REFERENCE ONLY. 141 141 1 55 ROOM 136 T . OFFICER 160 P I SEE PLUMBING DRAWINGS FOR DRAIN LOCATIONS AND INFO. P2 K2 K2 K T 147 T N 161 DOT ER60 N iCPO PERSONNEL 266 I 61 K P2 o 237 ( 3. NON -SUP TILE ON ALL DETENTION SHOWER AND DRY OFF AREA FLOORS. FRP ON ALL DETENTION SHOWER WALLS. TILE ON ALL ADMINISTRATIVE - - - - - - - 4'-10" ---- = T-4" 8'-6" 14'-7" 8'-6" 14'-8" 6'-8" 7'-2" 8'-2" 6'-6" '-0' 158 15'-7" i d 268 I I SHOWER WALLS. P2 I - - - - - - - RECESSED WALK -OFF Ln 20'-8" 12'-3" _ - -",-METAL _ _ m _ MAT W/ CARPETED INSERTS o CORRIDOR ° ( 4• SEE 1/A2.1 FOR OVERALL BUILDING DIMENSIONS, BUILDING/WALL SECTION 24'-0" 8'-4" 134 41'-10" W-W, 16'-6" a' 14'-8" 15'-4" 16'-3" 14'-8" 267 6'-6" 14'-6" 1 NOTATIONS, & RATED WALL/SECURE PERIMETER LOCATIONS. I P2 11 I P2 ------- FEC 154 155 156 157 8-0 CPO 70 TRAINING 70 268 270 7C I A3. 1 p 5. ALL OUTSIDE CMU WALL CORNERS TO BE BULLNOSED CMU BLOCK. 6. MASONRY CONTRACTOR TO GROUT AND POINT UP THE GAP BETWEEN THE - _ _ _ _ _ _ I P2 a - - - ®® - REF Al Al I 20 Al At 149 CPO ❑ CPO INTERNAL d QUARTERMASTER ( I TOP OF THE CMU WALL AND THE HOLLOW CORE PLANKS. 154 155 AFFAIRS SUPPLY ❑ 1 I Al 0 156 157 51 FE 269 7. SEE AO.1 FOR TYPICAL ACCESSORIES REQUIREMENTS AND REQUIRED 1 1 EXERCISE 149 d COFFEE SERGEANT 265 1 CLEARANCES. 7C i� 32 N l in 269 I_ 1 0 8. DASHED FURNITURE AND EQUIPMENT BY OTHERS. i DW - l I 10 I� 9. COLUMNS AND COLUMN GRID SHOWN FOR REFERENCE ONLY. REFER o 7C I TO METAL BUILDING/STRUCTURAL DRAWINGS FOR FURTHER INFORMATION. SUPPLIES 1 271 271 3 ❑ Al Al Al Al ❑ ❑ I 10. COLUMN BUMP -OUTS: WRAP GYP BOARD OR CMU AS CLOSE TO COLUMN ROOM Al Al CORRIDOR 277 AS POSSIBLE. 7C 132 TRAINING/ 76� I 11. FIRE EXTINGUISHERS WILL BE 5-LBS ABC WITH PLACEMENT EVERY 75'-0" OF LOCATION 0 F 3. LOCKERS-R F 20'-0" CLASSRO M ESTR00 P JANITOS d z z INTERIORS I , UNOBSTRUCTED TRAVEL. FIRE EXTINGUISHER CABINETS (FEC) SHALL BE FLUSH CLOS SUPPLIES1 276 TO FINISH WALL SURFACE. PROVIDE A BRUSHED METAL FINISH WITH VERTICAL 133 oO c=� 0 277 VICTIM VICTIM ASSISTANT133 ( POINTED LETTERING. m M ASSISTANT ASSISTANT 274F I I Th o WOMENS' 275 K EY 273 274 8'-4" 7C LOCKER ROOM 150 � 12'-10" 12'-10" 7C 3. . �" Wy./ I ® ' 72 PLAY AREA 2'_p^ 272 I SECURE PERIMETER u -0 i o ■ ■ i ■ ■ ■ u ■ SECURITY PERIMETER (SHOWN ON A2.1 ONLY) / 150 , ❑ ® o0 0 ❑ ❑ ❑ ONE HOUR WALL (W/ ONE HOUR CLNGS) - WALLS AS \ M B B I CLOSE TO DECK AS POSSIBLE (SHOWN ON A2.1 ONLY) J J ( 1 g 1 P2 N F ® B TELEPHONE ROOM/ 911 CLOSET 8 -5 14 -10 I WALLS AS CLOSE TO DECK B 153 153 AS POSSIBLE SHOWN ON A2.1 ONLY ( ) J I N1 151 i' i I ENTRY BULKHEAD Ir 121 91 WOMENS' � 76 I RADIO ESTROOM 129 B u, 7C I 8" CMU WALL 121 J 5" 4' 10" 4'-3" ui B B1 B B g j IT ONLY W/ ALARM PROPERTY ROOM FINGERPRINT OFFICER STATION 3 I " 6 CMU WALL 7'-0° 3'-0" 4'-2" 4' I M CUSTODIAN z 281 1 ----- T d B HP REF 90 279 I 131 J7 J1 1 99 LOCATION OF DISPATCH 87 GYP BOARD WALL F BENCH ELECTRICAL ROOM 131 LOCKERS- HA RADIO RE 290� SE2SEANT 279 CORRIDOR 280 I 0 Tt 131 T1 �, REF INTERIORS a 23 / ® BREAK ROOM LO o i 278 278 0 SUPPLIES SUPPLIES 290 l r' 282 283 281 1 WOMROOM ® MENS' B 1 44 292 291 o N1 128 � LOCK151ROOM B B RECORDS P I B 124 290 292 B1 PROCESS 282 ( ROOF OVERHANG CO120 128 ® �, I ABOVE-TYP BEN H 0 - 123 0 b R ® G I 87 B MANUAL MOBILE 126 B B B1 Bt B B g1 B B STORAGE SYSTEM I T � RESTROOM 9'-9" 3'-10" 288 a I i 126 ® E in E 7 1 I 28'-4" g" b 10'-10" 2'-11" 2T-8° 9'-8" 8'-6" 10'-8" -4' 5'-7° 18'-11" l6'-4' 8'-0" 1 V-2° 10'-0° 14'-10" I _ I 30 �_ 30 8-" 51 E (� o 127 G FE I R MECHANICAL ROOM O o p p INTERVIEW DURESS I 130 RMENS' M M DISPATCH 284 284 BUTTON RECORDS 127 288 283 P 293 MAGNETIC R 15'-10' I EMERGENCY OPERATIONS TOCCLERKZZ 122 gt INT RVIEW 1 © SLIDING WINDOW p 2E 3 CW o C1 C1 Bt B1 DURESS G CW BUTTON COPY I� ( t7 2 285 7C o � N N > 2 2 108 4'-0" OPERABLE 285 1 1--------------------I "' g B -6" B B B B B C1 Cl CLERK PASS-THRU 286 WINDOW 14 _ COMPUTERS RECEPTIONIST o F ❑ ud ❑ — — — 108 DW 289 ao DW E E 14 O O P I I R�F EMERGENCY MANAGEMENT I '- ( - I I B t2 i COMPUTER SUPPORT SPECIALIST L Al i 0 114 l FILES I COPY I o N 106 B1 DW ti FIXED WINDOW - E W/ PAPER PASS I 1 i I N I 112 I R00 I B B t3 \\ (SEC. GLASS- WOMS' ® ® ESTROOM RESTR OM 1 1 I 2® *fl C1 C1 n D FIXED WINDOW W/ PA ER PASS 4'-4" REF DET. DWGS) 103 102 1 1 - STAFF CONFERENCE ROOM ( 116 1614 Mno 110 j2u o C C a B D (SEC. REF D LASS- F. DWGS) 103 Al b 102 Al Al 'B' 7C 1 1'-8' AREA I 120 25'-4" 20'-0" 9'-5" 9'-10" 8'-0" 16'-3' 1 6 9'-7" 8'-0" 15'-On -D' 7'-10' 1 7'-10" I- 4'-4' IORRY 10'-8" F_ CORRIDOR 104 104 101 7B/A3.1 PAYPHO E FEC I 19 118 FEC 111 113 109 107 FEC E o 1 24" ❑ ❑ 105 DW E ACCESSIBLE 1 I S PLI S 119 1t ADMINISTRATIVE i ASSISTANT LIEUTENANT'S LEGAL ASSISTANT OFFICE ADVISOR 11 PUSH BUTTON P3 P J SECR AR Mi T - - - l AREA 'A' o 111 CHIEF 109 107 ¢ l0 0 ¢ VESTIBULE CHIEF t l3 0 -0'3'-0" 101 100 ( n p 118 CLOSET OSET ' 9 -~0 ` / i 26'`6" ^ 117 00 4'-5" 16'-6" 15 115 f4l-5" 18'-4" 12'-0" 11'-5° 9'-8" 10'-11 13/16" p E= 100 1 I 117 E -- ----j ACCESSIBLE a 1 4.4 Hey i P 7C 7C 7C 7C 3--------3--P 7C 7C 7C P P 7C 7C R PUSH BUTTON � P ------�-----3. --------------------------------------t----- 0 0' KEY PLAN F PLAIN - AREA 'A' R R p�� N SCALE: 1 /8 — 1 0 ctFnPNoi FOR CONSTRUCTION Revisions Rev, Date Description V/ x LL n® LLI Deborah L. Williams Architecture and Katherine Fversole (Design Specializing in Design/Build Projects Nl • �s; �1r •'• 705a.•� q, OF+ Date: 06-30-06 Project No. Drawn By: KLE Checked By: DW Sheet Title: FLOOR PLAN' - AREA 'A' Drawing No. A2.1A I � 228 I N1 I I i I I c i I 227 I Q2 i I I I I I r-- I I METAL RECESSED WALK -OFF MAT W/ CARPETED INSERTS- I I Pz I I P2 I N i I ( P2 I 7C C.1 3 SE21 I N I I I C.I.D. LIEUTENA 207 I I 7c I A3. 1, 6'- I i ( P2 I I � DE P2 0 i+] P2 I I I I I I I (43 I II I II i II I I I i I I P2 I I I I I 144 i i STORAGE II 144 I I 11 I I I I I I I 4s I I SALLYPORT 249 I I I I I I I I I I I I 4s II I I ROOF OVERHANG ABOVE- YP rmuir , i ivv i r�:): 1. ALL PARTITIONS TYPE 'A' UNLESS NOTED OTHERWISE: SEE 1/A8.1 FOR PARTITION TYPES. (NOTED ON A2.1A AND A2.18 ONLY.) 2. FLOOR PITCHED TO ALL DRAINS. DRAINS. NOTED FOR REFERENCE ONLY. SEE PLUMBING DRAWINGS FOR DRAIN LOCATIONS AND INFO. 3. NON -SLIP TILE ON ALL DETENTION SHOWER AND DRY OFF AREA FLOORS: FRP ON ALL DETENTION SHOWER WALLS. TILE ON ALL ADMINISTRATIVE SHOWER. WALLS. 4. SEE 1/A2.1 FOR OVERALL BUILDING DIMENSIONS, BUILDING/WALL SECTION NOTATIONS, & RATED WALL/SECURE PERIMETER LOCATIONS. 5. ALL OUTSIDE CMU WALL CORNERS TO BE BULLNOSED 'CMU BLOCK. 6. MASONRY CONTRACTOR TO GROUT AND POINT UP THE GAP BETWEEN THE TOP OF THE CMU WALL AND THE HOLLOW CORE PLANKS. 7. SEE AO.1 FOR TYPICAL ACCESSORIES REQUIREMENTS AND REQUIRED CLEARANCES. 8. DASHED FURNITURE AND EQUIPMENT BY OTHERS. 9. COLUMNS AND COLUMN GRID SHOWN FOR REFERENCE ONLY. REFER TO METAL BUILDING/STRUCTURAL DRAWINGS FOR FURTHER INFORMATION. 10. COLUMN BUMP -OUTS: WRAP GYP BOARD OR CMU AS CLOSE TO COLUMN AS POSSIBLE. 11. FIRE EXTINGUISHERS WILL BE 5-LBS ABC WITH PLACEMENT EVERY 75'-0" OF UNOBSTRUCTED TRAVEL. FIRE EXTINGUISHER CABINETS (FEC) SHALL BE FLUSH TO FINISH WALL SURFACE. PROVIDE A BRUSHED METAL FINISH WITH VERTICAL POINTED LETTERING. KEY: SECURE PERIMETER ■ ■ ■ ■ ■ ■ ■ ■ ■ SECURITY PERIMETER (SHOWN ON A2.1 ONLY) - ONE HOUR WALL (W/ ONE HOUR CLNGS) - WALLS AS CLOSE TO DECK AS POSSIBLE (SHOWN ON A2.1 ONLY) _ WALLS AS CLOSE TO DECK AS POSSIBLE (SHOWN ON A2.1 ONLY) 8" CMU WALL N AREA ' B' " CLFAPNOt 4ETAL RECESSED WALK -OFF 4AT W/ CARPETED INSERTS ------------------------------I 7C 7G 3. 3. `T' T 6" CMU WALL GYP BOARD WALL KEY PLAN _ .. CONSTRUCTION Rev. Date Description z z x 1_t_-1 LY- nO LLI O Deborah L. Wifflams Architecture and Katherine F.versele Design .Specializing in Design/Build Projects w.' Co. ,.•'11,lQ� 'n .�j�•••••�y-. 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SYSTEM. _ ® 10'-0" AFF LIND 7 Ile THICK PRE -FABRICATED REINFORCED CONCRETE PLANKS W/ T & G EDGES - PAINTED ® 10'-0" AFF LIND WATER RESISTANT ?a drtLNiSS$Y GYPSUM BOARD -EPDXY PAINTED -:,•�; ® 10'-0" AFF UNO ONE LAYER FIRE -SHIELD. TYPE 'X' _ HI -IMPACT 3000 BOARD - PAINTED ® 10'-0" AFF LIND EXPOSED TO STRUCTURE 0 0 0 0 0 0 0 2 LAYERS OF TYPE 'X' 000Q000 oa000 GYP BOARD - PAINTED ® 14'-0" AFF LIND - LL -fie RCP NOTES 1. INTERIOR AND EXTERIOR LIGHT FIXTURES \ SHOWN FOR REFERENCE ONLY. REFER TO ELECTRICAL DWGS FOR EXACT ' LOCATIONS, DESCRIPTIONS, AND INFORMATION ON LIGHT FIXTURES. nO 1-�-- KEY PLAN - 00 ° FOR CONSTRUCTION Deborah L. 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SCALE: 1/8" = 11-011 CtFAPC01 REF RN TO ELECTRCALCDWGS FOR EXACT_ LOCATIONS, DESCRIPTIONS, AND INFORMATION ON LIGHT FIXTURES. ■ p4qe taoS� M E ROOF OVERHANG EL LINE ABOVE 8_ JU E ■ LIV i J o ■ ■ ■ ■ ■ 13 IN ■ ® 0 o 0 ■ ■ P TR L 54 17 ■ ■ ■ ■ ■ C 65 ■ ■ ■ ■ ■ RF.PO T- ■ ■ ■ ■ HE 75 NT ■ ■ ■ 0 ■ OP -RAI)- � - a ■ 0 ° F I a —I ■ ■ 1■0 1 111011111■li�..i.mu.. �u ���p ���•�� I■■�■■■■I ■-_■-__-.■__■-__I ■�■Mee ■■■■ ■■i■�� ►■��lli�;,'o I■■■■■0■I ■mil ■■■■■■ ■■�■ ■■O■1 �■•-.■ IM■■■■I ■■■I ■■■■■ ■■� ■■■1 �•fr�rt loom■■■■I ■■■I ��������� ���I■1 ■mmommm ■■1 mi'm t� I■■■■■■■I ■■■■ ■■1 �//�tt//� •••t�ti■ 1�_�_�t�_t_■� I■■■■■■■I ■■■1 I■■■■■I ■■■i ■■■■■■■1 ■ I■=■1 , .. ONEWEE IMMME KNORR, 1■■11■■! ■■■■ IM■■i, ■■■ ■■■■I l/■■/■ ■0M ■■■■■■■1 ■■■1 It1�� ■t� I..�...r 7■MI ■■■■■■1- ■■■1 ■■i: itt _._ �.r;, -._ ■ . ■raid r■MI I ■■■■■■rl O■■IWE ■■■■■1 1-OMNI -- t.ttt i.■.■...i , ■■■I'•••••••. MEMO III ■■I ■■■■■■■I ■■■I t•••••••� NNE IS ■■■1 ■O■EB■■I I■■I 11MM-0■■m ■■■■■■m ■■■ o ■ ■■M■■■■ ■■■■ ■■I ■I �■■■■■m ■�■■■■ ■m■■ ■■I m■■■■■m ■M■■IM■■■O■■ m■®■■m ■■■■ ■■■■�■■ m■■■■■m ■■■■■■■ ■■■■ ■■I IN ■■■■■■m ■■■■■ ■■■ ■■I m■m■■■m ■■■■ ------- ■■I m■■■■■m ■■■■■■ ■■■■ ■■■■■■■'c �■�■ ■MI i■■I ■■■■m MMM-O■■■ ■■■ OM■■■■■ ■■I ■■I m■■■■■m mME■■■m ■■■■ ■■■■■ ■■■■ ■1111 m■■■m ■■■■�■■■■■■■ ■■I�m®■■■■■1■ e■ MMMMM�� ■■■■■■I_ �/ ■I ■mmmm ■■■■■■■■■■1■■■■■ ■■■■ ■■I I■■WEBB ■■EM�■■ ■■I 1■■■■■■■■ I■■I 1■■■■■■■■■■■■■■ MINIMIZE IS KEY PLANg` �ro FOR CONST11CTION Revisions Rev. Date Description x _w ■ ■ ■ v ■ Deborah L. Williams Architecture end Katherine E ersole Design Specializing in DesignlBuild Projects 9 OF �V'► Dater 06-30-06 Project No. Drown By: KLE . Checked By: D `• ,1�► y Sheet Title: RCP - AREA V Drawing No. A■:2B NOTES. 1. ROOF SHOWN FOR REFERENCE ONLY. REFER TO METAL BUILDING DRAWINGS FOR ROOF AND SOFFIT LAYOUT, ROOF MATERIALS AND DETAILS, FLASHING DETAILS AND MATERIALS, STANDING SEAM ROOF SPECIFICATIONS, RIDGE CAP AND HIP CAP DETAILS, ETC. o � I N i I a J 1:12 SLOPE 1:12 SLOP I I I I I I I I .EXTERIOR WALL LINE I BELOW -TYPICAL I EXTERIOR WALL LINE BELOW -TYPICAL 10 I I . ww I o _ co CN 71 i t -- — CANOPY BELOW ROOFLINE I r M 3:12 3:1 N M QVERALL _ROOF PLAN -- ----- SCALE: 1/16" = 1'-0" CLFAPRO7 'e4AN FOR CONSTRUCTION Revisions Rev. Date Description _ V / x La no Deborah L. Williams Architecture and Katherine F.vemole Design Specializing in . Design/Build Projects In y: t� .� OF . OF � `Y i Dote: 06-30-06 Project No. Drown By: KLE Checked By: DW Sheet Title: ROOF PLAN Drawing No. A 2* 3 IV-V F"1'-4' „ 2'-10" " 2'-10" o00a N z J W U O i N F1 ❑ a' 1 i+M O A DOOR WINDOW E 7 SCALE: 1 /4" ci a a a a. 4 ' q 3/4„ a a ° a _ o °a M d. ° Q ° 4 ° d 3-0„ 1, 3 -0 Tl N ' N J � V c O M w U oN d- i ° � M Q. a ° a d ° a ° 4 4 4^ ^ REVEAL DETAIL SCALE: l'-0" = 1'-0" B CLFADOOR NOTES: t. ' ALL EXTERIOR WINDOWS ARE NON_OPERABLE AND SHALL HAVE LOW=E, 1-INCH INSULATED, 1 1/2" 2" 3'-4, 2" 1 1/2" FULLY TEMPERED, BLUE-GREEN TINTED GLAZING. STOREFRONT TO MATCH. N 2. ALL JOINTS IN EXTERIOR WALLS TO RECEIVE APPROPRIATE SEALANT. 3. PANEL JOINTS (PJ) SHOWN FOR REFERENCE ONLY. REF STRUCTURAL DWGS FOR MORE INFORMATION. N REVEALS 4. OVERHEAD DOORS TO BE FIELD PAINTED OR FACTORY FINISHED AS DETERMINED IN FINAL EXTERIOR COLOR SELECTIONS. REVEALS TYP- UTTERS AND SEE 5/A3.1 SQUARE REVEALS PLASTER DOWNSPOUTS-LDIN ¢ W/ REVEALS (� ' � TYP=SEE" 6/A3.1 12 12 v CANOPY -REF METAL DWGS FOR DETAILS N 3� I3 BUILDING DRAWINGS PAINTED CONCRETE 12 12 METAL BUILDING FOR DETAILS PANELS EAVE HEIGHT METAL BUILDING 1T-4 5/16" EAVE HEIGHT 1s—o 11 CAP STONE ❑ o a o CAST STONE CAPS` ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ . Nm dL fflI _ .❑❑® 05 SINGLE WYTHE co - SPLIT -FACE 8" CMU REF STRUCTURAL FOR WALL LINES REVEALS SPLIT -FACE 15 -2" -10' 8'-4" 6 -0" 6'-4" 8'-10" T-4" 3' 9'-0" 6'-3" SPLIT -FACE E: FONT, MATERIALS FINISH REINFORCEMENT BEYOND BEYOND CMU // 3'-2 1 4" 3'-4" 3'-4" CMU E TO BE DETERMINED BY OWNER,. TO BE DESIGN/BUILDER, &ARCHITECT 3'-4" ,3'_0"3 -4° 3'-4" r 3'-4" - 3'-8)3'-4 - 3 -6 3 - S-1 WEST ELEVATION 4 SCALE: 1716 = 1'-0" cLFAEE01 LOUVER -REF STANDING SEAM METAL ROOF- REF METAL BUILDING DRAWINGS LOUVER -REF SQUARE REVEALS SQUARE REVEAL TO HAVE PLASTER 12 REVEALS TYP- PAINTED C ONCRETE MECH .DWGS FOR DETAILS. 12 MECH .DWGS TYP-SEE.6/A3.1 ACCENT PAINT COLOR-TYP W/ -REVEALS 3I�-- t2 LOUVER -REF SEE 5/A3.1 PANELS —1 1 CONCRETE V) MECH DWGS 11/16� PANELD milli METAL BUILDING EIGHT 105 ❑ ® ❑ El® El® ❑ n ❑ Ela 00„ o: a ELI Ell T-0'' 12'-6" 14'-10" 16'-0" -6 10-10 6'-5" 6'-11" 10'-4" 10'-4" 13'-8" 16'-0" 1V 2" 9'-4" 8'-5" - " 11'-5" 9'-11, CAST STONE CAP SPLIT -FACE 3 -1 17'-4" °� z SPLIT -FACE ff 1 `3'-4" SPLIT -FACE 3'-4) ) 3'-4") 3'-0`� (3'-4° 3'-0" (3'-4" SPLIT -FACE 1'-11" 3'-4"� 3'-4"3'-0" S-4", 3'-6" �3'-4" l 3'-4''/ CMU 3'_4"� CMU 3'-6" CMU CMU SO.l1TH ELEVATION. _ . 3 = 1'-0" SCALE: 1 /16"L CLFAEE01 CLFAD011 HORIZONTAL AND VERTICAL REVEALS TO HAVE ACCENT PAINT COLOR-TYP PLASTER REVEALS TYP- 3 �2 3 LOUVERS -REF - W/ REVEALS 1 2 SEE 5/A3.1 MECH DWGS- REF METAL BUILDING DRAWINGS FOR OVERHANG/ SOFFIT DETAILS-TYP EAST ELEV) z- SCALE: 1 /16" = l'- REVEALS TYP- SEE 5/A3.1 LOUVERS -REF MECH DWGS-.. 0IIIIIIIIIIIIIIIN -0 6'-0" I S-4" SPLIT -FACE CAST STONE CAP ( CMU 3'-4" S-4'% 2'-2" J CLFAEE01- SQUARE REVEALS N TYP-SEE 6/A3.1 .PAINTED CONCRETE PANELS —% M.wX GI ..�. .II.I. �_ -.. r 1 . 1 1 1 ELEVATION LOUVERS -REF MECH DWGS 12 11 PAINTED CONCRETE LOUVER -REF PANELS 12 MECH DWGS- ---I 1 J^ ¢nI n I 3 _� OORS BEYOND IN CONCRETE PANEL LOUVERS -REF MECH DWGS -4" SPLIT -FACE CMU CAST STONE CAP i STANDING SEAM METAL ROOF - REF METAL BUILDING DRAWINGS FOR DETAILS LOUVERS -RI BULKHEAD 12�11/16,,,-�-MECH DWGS ■DEC, LJ 111 o 111 u 7'-9" 12'-3" 10'-0" 3'-4„ 9'-2" 5'-7" 8'-10" PAINTED CONCRETE \ 3'-4' PANELS �2'-6" S-4" 3'-0" �3'-4" 3' '-5 '-4 12'-0" 3'-0')DOORS -4 REVEAL BI IN CONCR CAST STONE CAP SINGLE WYTHE 4' SPLIT -FACE 8" CMU REF STRUCTURAL FOR REINFORCEMENT 12 12 _.,..maul IIII II I11111ium�...._ PLASTER ZIA FOR CONSTRUCTION Revleians Rev. Date Description vi L no NN V Deborah L.1!'i lams Architecture "d Katherine Fversole Design apedalLzing, in Design/Build Projects lu OF -Date; 06-30-06 Project No. Drawn By! KLE Checked By: DW Sheet Title: EXTERIOR ELEVATIONS Drawing No. a3'.1 NORTH-,ZSOUTH BUILDING SE I)-S--C�ALE: 1 /8" = 1'-0" CLFAXB01 EAST WEST BUILDING SECTION SC 2 ALE: ctFnxBoz FOR CONSTRUCTION . � Revisions Rev. Date DesedpGon x LLI wLL ` 1Lt v LLI Deborah L. Williams Architecture end Katherine F.versele Design Specialm ng.i" i sign/BgilcdProjects w' •. 10562 • 9• of Date: 06-30-06 Project No. Drawn By: KLE Checked By: DW Sheet Title: BUILDING SECTIONS Drawing No. A6.1 �s . REF STRUCTURAL FOR STEEL/CONCRETE CONNECTIONS COLUMN -REF METAL BUILDING DWGS CONCRETE PLANK- 6" CMU WALL COLUMN BEYOND -REF METAL BUILDING DRAWINGS CONCRETE FOUNDATION AND DETAILS -REF STRUCTURAL DWGS — IF - 12 _� 1 D n D o" o o . ------------------- SCALE: 3/4" = 1 17'-4 5 16" METAL BUILDING. EAVE HEIGHT r 6" CONTINUOUS FIBERGLASS BATT INSULATION EAVE HEIGHT METAL ROOFING, STRUCTURE, \ AND SOFFIT SYSTEM - REF METAL BUILDING DWGS GUTTER AND DOWNSPOUTS - REF METAL BUILDING DWGS PAINTED. 6 1 /4" THICK CONCRETE PANEL - SEALED WITH A SAND TEXTURED ELASTOMERIC COATING REVEAL - REF 5/A3.1 CAST STONE SPLIT -FACE CMU VENEER- 4' HIGH PLASTIC WEEPS SPACED 32" OC MAX st 1 M 18" HIGH MORTAR STOP BEHIND CMU CV SPLASH BLOCK a d ° and ° d p CLFAXFD, GUTTER AND DOWNSPOUTS - REF METAL BUILDING DWGS REVEAL- _ REF 6/A3.1-----,,. _i CV \ REVEAL- e REF 5/A3.1—.!Z N \ CAST STONE SPLIT -FACE CMU VENEER- 4" HIGH PLASTIC WEEPS SPACED 32" OC MAX 12 11/16F_ 6" CONTINUOUS FIBERGLASS BATT INSULATION METAL ROOFING, STRUCTURE, AND SOFFIT SYSTEM= REF METAL BUILDING DWGS REF STRUCTURAL FOR STEEL/CONCRETE CONNECTIONS COLUMN -REF' METAL BUILDING DWGS BATT INSULATION- - AS SCHEDULED 1 I < it it it it i `—CEILING AS SCHEDULED PAINTED 6 1 /4" THICK CONCRETE PANEL- ; I ' 11 SEALED WITH A SAND it it It it tt TEXTURED ELASTOMERIC COATING WINDOW ASSEMBLY NOT FINALIZED AT TIME OF "FOR CONSTRUCTION" I. DOCUMENT ISSUANCE=ADDITIONAL it INFORMATION TO BE PROVIDED nI Annr7nlni IN it 5/8" TYPE 'X' GYPSUM BOARD it ON 3 5 8" METAL STUDS - it it FURR 0 T AROUND COLUMNS Iit t it it SOLID SURFACE SILL - REF INTERIOR FINISH SCHEDULE TYP ALL WINDOWS Ar SEEUMN B B�NLDING DRAWINGS BATT INSULATION it a it 5/8" TYPE 'X' GYPSUM BOARD tt ON 3 5/8" METAL STUDS it d 'a it M it it it it 18" HIGH MORTAR ' i STOP BEHIND CMU FLOORING AND BASE AS SCHED SPLASH BLOCK d 1t a .a d a CONCRETE FOUNDATION AND DETAILS —REF 41. STRUCTURAL DWGS m _ WALL S.ECTI Q N SCALE: 3/4" = 1'-0" cLFAxFot 15'-0" METAL BUILD EAVE HEIGHT -GUTTER AND DOWNSPOUTS— 1 REF METAL BUILDING DWGS— SPLASH 0 <r 11 12 METAL' ROOFING; "STRUCTURE, AND SOFFIT SYSTEM - REF METAL BUILDING DWGS \— 6" CONTINUOUS FIBERGLASS BAIT INSULATION — REF STRUCTURAL FOR STEEL/CONCRETE CONNECTIONS COLUMN -SEE METAL BUILDING DWGS BATT INSULATION - AS SCHEDULED -CEILING AS SCHEDULED - PAINTED 6 1 /4" THICK CONCRETE PANEL - SEALED WITH A SAND TEXTURED ELASTOMERIC COATING - WINDOW ASSEMBLY NOT FINALIZE AT TIME OF "FOR CONSTRUCTION DOCUMENT ISSUANCE -ADDITIONAL INFORMATION TO BE PROVIDED IN ADDENDUM -5/8" TYPE 'X' GYPSUM BOARD ON 3 5/8" METAL STl1DS- FURR 0(IT AROUND COLUMNS -SOLID SURFACE SILL - REF INTERIOR FINISH SCHEDULE TYP ALL WINDOWS - COLUMN BEYOND - SEE METAL BUILDING DRAWINGS BATT INSULATION it it it it 5/8" TYPE 'X' GYPSUM BOARD it ON 3 5/8' METAL STUDS °it it itit it it FLOORING AND BASE AS SCHED. It it it it a- s . CONCRETE FOUNDATION AND DETAILS —REF a' STRUCTURAL DWGS a4. a. a. a Q.Tln r�1� SCALE: 3/4" = 1'-0 CLFAXFD7 FOR CONSTRUCTION Revisions Rev. Date Description WX- Ul x LLI LL LLI no LLI V, Deborah L. Wi9hams Architecture "a Katherine F,versole Design .Specializing in DesignMuid Projects ay'6 •'ij� L. �l lu 706UL.��, �•�• •.... •'tom' 4� OF Date: 06-30-06 Project No. Drawn By: ISLE Checked By: DW Sheet Title:. WALL ' SECTIONS Drawing No, A7ml 1 -. I 12 WALL. SECTION SCALE: 3/4" = 1'-0" CFFAXF02 3ERGLASS -RUCTURE, d= G DWGS ,WGS MGS )ULED PANEL- 4ND MERIC COATING >YPSUM BOARD _ STUDS THRESHOLD %SE AS SCHED. )ATION IS 12 6" CONTINUOUS FIBERGLASS BATT INSULATION e: a REF SjRUCTURAL FOR STEEL/CONCRETE CONNECTIONS WALL. SECTLON SCALE: 3/4" = 1'-0" ctFAxFDz FOR CONSTRUCTION Revisions . Rev. Date Desuiption LLI 0 - l x LLI wLL 0 ■L■ 0 Deborah L. Williams Architecture aaa Katherine F.versole Design Spedal&ing in . DesignMuild Projects Oy • ( . MI 9 OF Dote: 06-30-06 Project No. Drown By: KLE Checked By: DW Sheet Title: l WALL SECTIONS Drawing Na. A7.2 TOWER WALL ASSEMBLY NOT FINALIZED AT TIME OF "FOR CONSTRUCTION" DOCUMENT ISSUANCE -ADDITIONAL INFORMATION TO BE PROVIDED IN ADDENDUM TOWER SECTION SCALE: 3/4" = 1'-0" CLFAXF03 CAST ST( 2 J SCALE: 1" = 1'— >PLIT-FACE 'MU FACING PANEL D CLFAD014 9 METAL ROOFING, STRUCTUREt',��' AND SOFFIT SYSTEM — REF METAL BUILDING DWGS GUTTER AND DOWNSPOUTS — REF METAL BUILDING DWGS PAINTED 6 1/4" THICK CONCRETE PANEL — SEALED WITH A SAND REVEALS -REF 5/A3.1 TEXTURED ELASTOMERIC COATING SCALE: 3/4" = l'— CLFAXF02 i— 6 CONTINUOUS FIBERGLASS BATT INSULATION REF S3RUCTURAL FOR STFFI C N(RFTF r.0WWFr.TlC COLUMN -SEE METAL BUILDING DWGS CEILING AS SCHEDULED BATT INSULATION 5/8" TYPE Y GYPSUM BOARD ON 3 5/8' METAL STUDS r FOR CONSTRUCTION ns Date Description [Rev. LL nO Deborah L.. Williams Architecture end Katherine F.versole Design SpedalLzing. in Design/Build Projects AU rr �t OF Date: 06-30-06 Project No. Drawn By. KLE Checked By, DW Sheet tle: ti WALL SECTIONS Drawing No. AT3 Revisi��ns Rev I pots Descriplion a. AS CLOSE TO AS CLOSE TO BRACE TO BRACE TO BRACE TO BRACE TO BRACE TO STRUCTURE AS POSSIBLE STRUCTURE AS POSSIBLE BRACE TO �— BRACE TO STRUCTURE STRUCTURE BRACE AS REQUIRED STRUCTURE STRUCTURE STRUCTURE U BRACE AS REQUIRED STRUCTURE AS REQUIRED AS REQUIRED STRUCTURE AS .REQUIRED . AS REQUIRED.. AS. REQUIRED. a AS REQUIRED � AS REQUIRED BATT INSULATION ATT INSULATION BATT INSULATION BATT INSULATION BATT INSULATION BATT INSULATION GATT INSULATION CEILING AS GATT INSULATION AT ALL 'PRIVATE SCHEDULED CEILING AS CEILING AS AT ALL PRIVATE CEILING AS OFFICES, EXERCISE, CEILING AS CEILING AS OFFICES, EXERCISE, CEILING AS CEILING AS SCHEDULED FILE/SUPPLIES/ SCHEDULED SCHEDULED SCHEDULED SCHEDULED FILE/SUPPLIES/ SCHEDULED = SCHEDULED STORAGE/COPY/FAX STORAGE/COPY/FAX ROOMS, RECORDS ROOM, 3" SOUND 3' SOUND 3" SOUND ROOMS, RECORDS ROOM, M AND RESTROOMS ATTENUATION ATTENUATION ATTENUATION CEILING AS 3" SOUND ATTENUATION 3" SOUND CEILING AS 3" SOUND 3" SOUND FIBERGLASS FIBERGLASS AND RESTROOMS 3" SOUND FIBERGLASS ATTENUATION ATTENUATION BATT INSULATION BATT INSULATION BATT INSULATION SCHEDULED ATTENUATION FIBERGLASS ATTENUATION SCHEDULED FIBERGLASS FIBERGLASS FIBERGLASS BATT INSULATION FIBERGLASS 3" SOUND BATT INSULATION BAIT INSULATION 5 8 TYPE 'X' 5/8" TYPE Y 3" SOUND GATT INSULATION BATT INSULATION ATTENUATION VEHICLE 5/8" TYPE 'X' - / „ o ATTENUATION o PROCESS GYP BOARD GYP BOARD 1 GYP BOARD FIBERGLASS 5 8" TYPE 'X' 5 8" TYPE 'X' ON 3 5 8' / FIBERGLASS _ _ / / GATT INSULATION � ROOM SID / ' - OETAL STUD o o METAL STUD lu BATT INSULATION GYP BOARD ON GYP BOARD o METAL STUDS E o 3 5/8" METAL ON 3 5/8" 5/8' TYPE 'X' 0 5/8" GYP BD 16" OC-BRACE M S 16" OC-BRACE o b o 5 8" TYPE X' 1 - - o 6'M MIDSPAN @ MIDSPAN 5/8" TYPE X' / METAL STUDS ON 3 5/8" @ MIDSPAN 1 0 " GYP BOARD o @ o iv GYP BOARD b GYP BOARD STUDS 16' OC- ON. 5/8 5 BRACE @ MIDSPAN 16" OC-BRACE _ /8" GYP BD' METAL STUDS N ,- ON 3 5/8 ON 3 5/8' @ MIDSPAN METAL STUDS ON 3 5/8" 16" OC-BRACE 8" CMU RADIO 8" CMU Q Q METAL STUDS METAL STUDS �, @ OC-BRACE METAL STUDS @ MIDSPAN GROUT SOLID- GROUT SOLID- 16" OC-BRACE 16" OC-BRACE o 3/4' A/C PLYWOOD @ MIDSPAN „ ROOM SIDE REF STRUCTURAL 6" CMU @ MIDSPAN @ MIDSPAN LOBBY 16 OC-BRACE REF STRUCTURAL 06 FOR REQUIRED GROUT SOLID-4 X. Q SIDE LOBBY @MIDSPAN FOR REQUIRED /\ ROOM 108 FIBERGLASSSIDE - ROOM 106, 122, REINFORCING REINFORCING REF STRUCTURAL ROOM 106, 122, SIDE BULLET -RESISTANT FIBERGLASS REF REF 123, 153, & 288 FOR REQUIRED 153, 8t 288 BULLET -RESISTANT PLAN PLAN SIDE REINFORCING SIDE .. SHEATHING . SHEATHING s RAISED COMPUTER m RAISED COMPUTER RAISED COMPUTER RAISED COMPUTER FLOORING AND FLOORING FLOORING j' RAISED COMPUTER FLOORING AND FLOORING AND FLOORING AND FLOORING AND BASE AS SCHED. FLOORING AND m FLOORING AND FLOORING AND FLOORING AND i BASE AS SCHED. SEE NOTE #4 � AS SCHED. AS SCHED. BASE AS SCHED. BASE AS SCHED. o BASE AS SCHED. BASE AS SCHED. BASE AS SCHED. BASE AS SCHED. BASE AS SCHED. M o SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 FF FF F FF FF FF FF FF FF FF 1 A B C p E F G. H J K � (� H 1 NQ GYP BOARD WALL � 1 NO GYP BOARD WALL K 1 NO GYP BOARD WALL A 1 CEILING AT 12'-0" DROPPED SLAB/ DROPPED SLAB/ O B1 EACH DSCOMP WALLFLOOR C'1 EACH RAISE8COMPUTER WALLFLOOR A USE 6" STUDS I ` 2 GYP WA OPSEDD SLAB (B2 SIM) BZ DROPPED SLAB 3/4" V BATT INSULATION BATT INSULATION AT ALL PRIVATE NOTES' AT ALL PRIVATE OFFICES, EXERCISE, AS CLOSE TO REF STRUCTURAL OFFICES, EXERCISE, FIE/SUPPLIES/ AS CLOSE TO STRUCTURE AS POSSIBLE' WET LOCATIONS TOILETS, JANITOR'S CLOSETS &KITCHEN). FOR CONCRETE PLANK 0AS CLOSE TO FILE/SUPPLIES/ STORAGE/COPY/FAX STRUCTURE AS POSSIBLE BRACE AS REQUIRED 1. WATER RESISTANT GYP BOARD AT ALL WALLS AT ALL W ATTACHMENT DETAILS STRUCTURE STORAGE/COPY/FAX ROOMS, RECORDS BRACE AS REQUIRED 6FP AS POSSIBLE ROOMS, RECORDS ROOM, ROOM, AND.BRACE'AS' AND RESTROOMS RESTROOMS GATT INSULATION 2. WALL TYPE SHOWN IS LABELED AS FIRST LETTER SHOWN. ANY ADDITIONAL VERSIONS REQUIRED o o a o oARE INTERPRETED AS WHAT'S SHOWN (PLUS, MINUS, OR IN EXCHANGE FOR) THE GIVEN NOTE. 0 0 0 3. FRP TO 4'-0" AFF ON ALL WALLS AT JANITOR'S CLOSETS. 4L CEILING AS SCHEDULED 4. COMPUTER FLOOR /- WALL INTERSECTIONS AS- PER COMPUTER FLOOR MANUFACTURER'S INSTALLATION GUIDELINES. CEILING AS �CONC CEILING AS CEILING AT LONG- CONC CONC SCHEDULED PLANKS SCHEDULED PLANKS PLANKS TERM STORAGE ONLY ".< A ° AT ME NO CEILINGS _ 8" CMU11 CONC CH @ LOAD CEILING AS /8" GYP BD 5/8" GYP BD 5/8" GYP BD PLA KS ON 3 5/8" REQUIRED STTC RATINGS (WALLS, AND CEILINGS BEARING . SCHEDULED ON 3 5 8" / 4.. CONCRETE CONCRETE ON 3 5 8 METAL STUDS .° METAL STUDS 3" SOUND WALLS (6" @ NON- METAL STUDS PANEL PANEL °` 16" OC-BRACE °". 16" OC-BRACE MECH/ ATTENUATION LOAD BEARING 16" OC-BRACE ' 5/8" GYP BD 5/8" GYP BD @ MIDSPAN @ MIDSPAN ELEC/ FIBERGLASS 1. PRIVATE OFFICES _ 47 OR HIGHER WALLS) @MIDSPAN ON 3 5/8" ON 3 5/8" CONCRETE CONCRETE STORAGE BATT INSULATION 2. FIE/SUPPLY/STORAGE/COPY/FAX/LAN ROOMS/MOBILE SHELVING ROOMS - 42 OR HIGHER NON- METAL STUDS . , METAL STUDS' PANEL PANEL MECH/ELEC SECURE ROOM SIDE 5/8" TYPE 'X' 3. PLUMBING CHASES - 52 OR HIGHER SECURE SECURE 16" OC-BRACE 16" OC-BRACE '..a< ROOM SIDE SIDE BOARD o SIDE SIDE @ MIDSPAN @ MIDSPAN .GYP ON 3 5/8" 4. RESTROOMS - 47 OR HIGHER e 8" CMU GROUT SOLID- METAL STUDS 5. INTERIOR DOORS - 38 OR HIGHER 6" CMU- FULLY 8" CMU GROUT SOLID- ,' REF STRUCTURAL 16" OC-BRACE REINFORCED FULLY CAST STONE CAST STONE CAST STONE CAP FOR REQUIRED @ MIDSPAN GROUT REINFORCED CAP CAP SPLIT -FACE CMU FACING - REINFORCING - EVERY 16" a SPLIT -FACE SPLIT -FACE SPLIT -FACE 4" NIGH 8" CMU GROUT _ CMU FACING- CMU FACING- 4" HIGH CMU FACING- 4" HIGH PLASTIC WEEPS F STRUCTURAL RE STRUCTURAL - 4" HIGH PLASTIC WEEPS PLASTIC WEEPS .: PLASTIC WEEPS SPACED 32" OC MAX FOR REQUIRED BATT SPACED 32" SPACED 32" d SPACED 32" REINFORCING INSULATION 1 OC MAX OC MAX 1 OC MAX BATT "' BAIT M FLOORING AND INSULATION INSULATION SLAB ON SLAB ON SLAB ON BASE AS SCHED. SLAB ON SLAB ON SLAB ON GRADE SLAB' ON GRADE GRADE GRADE GRADE GRADE GRADE °< °< FF FF FF FF ''' FF FF FF FF f� FF F� A' N A. . A M " N P Q (NOT USED) " R S T L M 1 NO GYP FURR OUT N 1 NO CMU FACING Pi NO GYP FURR OUT Q 1 NO GYP FURR OUT T 1 NO GYP BOARD WALL DROPPEDSLAB (B2 M 2 SIM) NO 2 GYP FURR ON UT P 2 NO CMU FACING Q 2 NO CMU FACING NON -SECURE SDDE NO CMU FACING NO CMU FACING QQ V NO GYP PURR OUT PARTITION TYPES 4 SCALE- 1 /2 - 1 0 ctFnxMDi Deborah L. Williams Architecture and Katherine F-ersole Design Specializing in. Design/Build Projects Date: 06-30-06 Project No. i Drawn By: KLE Checked By: DW Sheet title: PARTITION TYPES Drawing No. '.... A801 FOR CONSTRUCTION 6 CONSTRUCTION PLAN. - AREA 'A' SCALE: 1 /8" = V-0 r CLFAPCD1 s p<AN NDR I I I I I I I I I I i I ( I I I I I I I I ( I I 4),13.1 l� I I �I � I I I I I I I. I I I I I I I I I I I i i I I I I I I I i I 1' I I I I i I I I I I L. A �����' Revisions ® Rev. I Dote I Description W � 0:D n m of W OI- �- � o �< F- n n UW U 0 W 0 0- Cl\CEW\CONFIGS\dtwtogoJIF Robert J. K@duff, AIA fths: 4. 3D.200T Dole: 06 3^ 06 FOR CONSTRUCTION Project No Drawn By: Checked By: KBA/DW Sheet Title: CONSTRUCTION PLAN Drawing No. SALLYPORT OW PROPERTY STORAGE CELL MAL� FEMALE E 247 HOLD[ M 248 244 J E — 24.6 FFD FFD MALE CELL ? I L -1 L NC H D 243 2 24 245 MALE CELL 242 MECHANICAL FEMALE �❑� ROOM CELL L'r 228 235 DAYROOM 9/14.5 �❑� 232 STAGING FEMALE AREA CELL Iq 229 ELECTRICAL 234 227 DAYROOM MALE 0/1 FEMALE 10 14.5 237 CELL CELL PROCESSING J 2 AIL I '--2f-40 JAIL 3-3 231 PROCESS SUP PLIE PHOTOS 224 2 230 II CORRIDOR WC-1 L 6/13.71❑� 225 217 WG-1- WG-1 WG-1 WG-1 - W -1 -WG-1 I v1SI _vJsI I 1 FRZR MALE CELL 238 0 VIEWING An El ) I RESTROOO 1 iNTOX LOBBY 223 �CHE 218 J &�F 241 V TI 0 2 1a, 225 VISIT VISIT T- ;JCF 0 94 1 1 -1 LIEUTENANT 1 207 C.I,D. DETECTIVE 1 208 I II I II . ......... .. EVIDENCE 140 CORRIDOR 192 WG-1 li C.I.D. C.I.D. 13 C.I.D. DETECTIVE DETECTIVE DETEC03TIV 202 200 2 WG: CORRIDOR 196 WG- I DETECTIVE C.I.D. 209 DETECTIVE 210 II VEHICLE PROCESSI 144GE 143 II BLOOD VAULT 159 GUN CORRIDOR 215 7 WG- I =EOLYGORAPH 1 IIDETENTION _l!ODING 1 9 7 INTERVIEW 198 WG- I C.LD, CRIME [ DETECTIVE —ANALYST 272 214 7/142 qwp. 145 LAB 146 WG-1 LONGRAG TERM STO 138 !01 COPY -8 -0 13 WG- I WG-1 BRIEFING ROOM 179 WG- 1 SAFETY VESTIBULE 184 C.I.D. SUPPLIES 182 EVIDENCE 177 14.3 DO 9/ N11 qWW MECHANICAL ROOM 147 2 2 CONSTRUCTION PLAN AREA B I SCALE: 1/8" = V-0" CLFAPCOi L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Li JUVENILE JUVENILE . I HOLDING � UVEN—j HOLDING} LJ HOLDING 189 187 JUVENILE HOLDING - ------ -- 188 H L --- --E SOP SOP ---- ---- 253 NT SRGEA254 PATROL z BRIEFING 174 m II 7-1 CLOSET CLOSET 257 255 . ......... . REP -1 TORT WRI ING oil T-75I NTF 256 SOP RAID BRIEFING ROOM252 A MARKER BOARD MARKER BOARD I . .............. .. -- - - - - -Wc- -WG--1 I RECEPTION 176 5/14.2 WG-1 WC-1 WG- 1 COFFEE LIEUTENANT INTERVIE TERVIEW OL SUPPLY 172 173 PATROL ROOM PATROL BIKE SERGEANT 168 n CORRIDO OFIC F 258 8/14.3 171 170 LIEUTENAN /13.1 262 U SM ESTR 164 CUSTODIAN ffiMENS ESTRO Om' WORKSHOPLIEUTENANT 'C CORRIDOR 159 25 1 263 166 SET CLOSET 14 -1ft- 6 143 162 S OW 163 I COPY O.H. SIM. 59 VISTODEO TAPEE RAG n 264 4/14.5 DARE ■ K1, E Y P LA N IAR"O�� Revisions lim, Date De=iplion Lij 0::D n m u� < X LLJ LLJ u I 0 C:\CEW\ CONFIGS\di W1 Ogo.TIF Cleo Apy J. 7156 OF, Robert J. KIM, AIA ftbW 4.30.2007 Date: 06-30-06 FOR CONSTRUCTION Project No. Drawn By: Checked By: KBA/DW Sheet lifle: CONSTRUCTION PLAN Drawing No. 11,1B m OVERALL FINISH PLAN � SCALE: 1/16" = 1'-0" CLFAPCot p�AM NO¢~ Revision�f Rev. Dole Descri lion O WD O::::) n- m U� Q� Q W � W OI- �- � o U Il Q O W ZW O 0 EL G\CEW\CONFIGS\dtwlogo.TIF Robed J. Kilduff, AIA O pkee: 4.90.207 Dale: 06-30.06 FOR CONSTRUCTION Project No. Drawn By: Checked By: KBA/DW Sheet Title: FINISH PLAN Drawing No. 12.1 Revisions Rev. I Date Description 0 Z W r-) n-*�, OD C- M un < U W � < o �0 �� UW U W U W I— u O n Ct\CEW\CDNFIGS\dtwtogo.TIF Robert J. Kilduff, AIA Eg)frm 4.30.2007 Date: OC 30 ^c FOR CONSTRUCTION Project No. Drawn By: Checked By: KBA/DW Sheet Title: FINISH PLAN 0 KEY PLAN 0.01 V-Z -T P i Rev. Dale Descri lion O Z- W � O n-- m Un < X IW O ►— E- � o �< n U Wl Q a W = Lj E- u O 1 C:\CEW\C0NFlGS\cItwIogo.TlF Dale: 06-3M6 FOR CONSTRUCTION project No. Drawn By: Checked By: KBA/DW Sheet Title: FINISH PLAN Drowlnq No. 1 B NOTE: 1. AWC-1 TO BE INSTALLED FROM F.F. TO 1'-6" A.F.F. MIRROR TO BE INSTALLED FROM V-6" A.F.F. TO TOP OF DOOR FRAME. PNT-1 FROM TOP OF MIRROR AND TOP OF DOOR FRAME TO CEILING. nenswns Rev. Dole Description C:\CEW\CONFIGS\dlw(ogo.T lF Robert J. Kilduff, AM Exow 4.30.2007 Dote: 06 '^ nc FOR CONSTRUCTION Project No. Drown By: Checked By: KBA/DW Sheet Title: ROOM FINISH SCHEDUI Drawing No. 1 , l u` Revisons �®®0I FINUZ034H LEGEND FLOORING WALLS PNT-1 (PAINT) MANUFACTURE: PITTSBURGH PAINTS CPT-1 (CARPET) MANUFACTURE: SHAW COLOR: TOASTED ALMOND 414-3 STYLE: EVOLUTION 50913 LOCATION: HALLWAYS AND PUBLIC SPACES COLOR: ATMOS FERA 13760 LOCATION: STANDARD CARPET, IN ALL OFFICES, CONFERENCE ROOMS AND . TRAINING ROOMS UNLESS NOTED OTHERWISE PNT-2 (PAINT) MANUFACTURE: PITTSBURGH PAINTS COLOR: DUSTY TRAIL 414-4 VCT-1 (VINYL TILE) MANUFACTURE: ARMSTRONG LOCATION: ALL OFFICES COLOR: 51810 WASHED LINEN LOCATION: FIELD TILE PNT-3 (PAINT) MANUFACTURE: PITTSBURGH PAINTS COLOR: STONY CREEK 414-5 VCT-2 (VINYL TILE) MANUFACTURE: ARMSTRONG LOCATION: ACCENT (WHERE INDICATED ON PLANS) COLOR: 51874 GRAYED BLUE LOCATION: ACCENT TILE PNT-4 (PAINT) MANUFACTURE: PITTSBURGH PAINTS COLOR:. CALVARY 549-7 VCT-3 (VINYL TILE) MANUFACTURE: ARMSTRONG LOCATION: ACCENT (WHERE INDICATED ON PLANS) COLOR: 51915 CHARCOAL LOCATION: ACCENT TILE PT-1A (PORCELAIN TILE) MANUFACTURE: MARAllI SERIES: TECNICA FOLLILI VCT-4 (VINYL TILE) MANUFACTURE: ARMSTRONG. STYLE: MWP3 SPELEO COLOR: 51942 CURRIED CARAMEL FINISH: POLISHED LOCATION: ACCENT TILE SIZE: 12" X 12" WITH 1/16" GROUT JOINTS LOCATION: RESTROOM WALLS PT-1 (PORCELAIN TILE) MANUFACTURE: MARAllI SERIES: TECNICA FOLLILI MT-1 (MOSAIC TILE) MANUFACTURE: INTERCERAMIC STYLE: MWP3 SPELEO SERIES: INTERTECH PORCELAIN FINISH: MATT COLOR: MIX 002 SIZE: 12" X 12" WITH 1/16" GROUT JOINTS SIZE: 1" X 1" LOCATION: LOBBY AND RESTROOM FLOORS LOCATION: RESTROOM ACCENT WALLS SC-1 (SEALED CONC.) VWC-1 (VINYL WALL COVERING) MANUFACTURE: TRI-KES 469-688-1103 SEALED CONCRETE SERIES: LANARK ELITE PROGRAM LOCATION: WHERE INDICATED STYLE: L2-LEP-40 TYPE: 20 OZ. RRF-1 (RESILIET INTERLOCKING RUBBER FLOORING) LOCATION: HALLWAYS AND PUBLIC SPACES MANUFACTURE: EVERTUFF RUBBER SURFACING UNICO FLOORING DIST. 800-527-9532 CT -IA (CERAMIC TILE), COLOR: BLACK/TAN MANUFACTURE: CROSSVILLE LOCATION: EXCERSIZE ROOM REDUCER STRIPS AT ALL FLOORING CHANGES COLOR: A238 SHETLAND SIZE: 8„ X 8„ CT-1 (CERAMIC TILE) FINISH: POLISHED RESTROOM #218 MANUFACTURE: CROSSVILLE CERAMIC LOCATION: COLOR: A238 SHETLAND SIZE: 8" X 8" ; PLASTIC LAMINATES FINISH: CROSS -SHEEN LOCATION: RESTROOMS PLAM-1 (DOORS) MANUFACTURE: FORMICA STYLE: 7759-43 SELECT CHEERY ARTISAN FINISH NRT-i (NON STATIC RUBBER TILE) MANUFACTURE: COLOR: PLAM-2 (COUNTER TOPS & BACK SPLASH'S) MANUFACTURE: FORMICA SIZE: STYLE: 3512-58 METAL EARTH MATTE FINISH FINISH: LOCATION: PLAM-3 (BASE CABINETS & UPPER CABINETS) MANUFACTURE: WILSONART STYLE: 4796-60 BURNISHED CHESTNUT EPDXY-1 (LIQUID EPDXY FLOORING) PLAM-4 (WORK SURFACE COUNTER TOPS) MANUFACTURE: WILSONART STYLE: 4656-60 BRONZE LEGACY BASE PT-1 (PORCELAIN TILE) MANUFACTURE: MARAllI SERIES: TECNICA FOLLILI STYLE: MWP3 SPELEO FINISH: MATT SIZE: 4" X 12" WITH 1/16" GROUT JOINTS (CUT FROM A FULL TILE) LOCATION: LOBBY CT-1B (CERAMIC TILE) MANUFACTURE: CROSSVILLE CERAMIC COLOR: A238 SHETLAND SIZE: 6" X 8" COVE BASE FINISH: POLISHED LOCATION: RESTROOM #218 R8-t (RUBBER BASE) ARMSTRONG - #54 BLACK/BROWN 4" H BASE, LOCATION: ALL AREAS UNLESS NOTED OTHERWISE NOTE: TRANSITION STRIPS BETWEEN CARPET AND VCT FLOORING SHALL MATCH RB-1 RUBBER BASE. GENERAL NOTES: 1. ALL DETENTION CELLS TO HAVE SEMI -GLOSSY EPDXY PAINT. 2. CONTRACTOR SHALL SEAL ALL GROUT. 3. ALL RESTROOM & LOCKER ROOM CEILINGS TO BE PAINTED WITH EPDXY PAINT. 4. ALL GYP. BD. TO BE PAINTED SHALL BE PAINTED WITH LOW VOC LATEX PAINT, EGGSHELL FINISH. 5. ALL PAINTED METAL SHALL BE PAINTED WITH LATEX ENAMEL BASE PAINT, SEMI GLOSS FINISH. 6. ALL PAINTED GYP. BD. CEILINGS TO BE PAINTED WITH FLAT LOW VOC LATEX PAINT. CEILINGS ACT-1 (CEILING TILES) MANUFACTURE: ARMSTRONG PATTERN: FINE FISSURED EDGE: ANGLED TEGULAR SIZE: 2'-0" X 2'-0" COLOR: WHITE LOCATION: TYPICAL STANDARD GYP-1 (GYP. BOARD) PAINTED PNT-1 (EPDXY @ RESTROOMS) UNLESS NOTED OTHERWISE GYP-2 GOLD BOND FIRE SHIELD HI -IMPACT 3000 WALLBOARD TYPE "X" PAINTED PNT-i (EPDXY @ RESTROOMS) CON-1 (CONCRETE PLANKS) 7 1/4" THICK PRE-FAB REINDORCED CONCRETE PLANKS WITH J & G EDGES PAINTED PNT-1 (EPDXY @ RESTROOMS) SPECIALTIES MILLWORK DOOR PULLS: MANUFACTURE: DOUG MOCKETT & COMPANY STYLE: DP107B-94 FINISH: SATIN ANODIZED TOILET PARTITIONS: TYPE: PLASTIC LAMINATE MOUNTING: FLOOR MOUNTED COLOR: TBA LOCATION: RESTROOMS AND LOCKER ROOMS WINDOW SHADES: MANUFACTURE: NYSAN STYLE: GREEN SCREEN SPECTRA 10% SERIES COLOR: ANTHRACITE MANUAL OPERATION (SS-1) SOLID SURFACE: CONTACT: MISTY CARDER 214-267-8800 MANUFACTURE: LG STYLE: VOLCANICS, LG HI -MACS COLOR: TAMBORA VE01 LOCATION: INTERIOR WINDOW SILLS AND TRANSACTION COUNTERS, RECEPTION AND CLERK, AND RESTROOMS AND LOCKER ROOMS. WG-1 (WALL GUARDS): MANUFACTURE: KWALU (1-800-405-3441) STYLE: 6" WITH GROOVES INSTALLED AT 36" AFF TO BOTTOM COLOR: CONTRACTOR TO SUBMIT STANDARD COLORS FOR APPROVAL LOCATION: ALL CORRIDORS IN OFFICE AREA. REFER TO PLAN WT-1 (WALL TALKERS): MANUFACTURE: KOROSEAL TYPE: JUST -RITE JR-60 ACCESSORIES: 2" ANODIZED ALUMINUM FRAME ON ALL 4 SIDES CONTACT: SUSAN JUDKINS 214-244-4843 (INSTALLED ON EAST WALL ROOM 276, BOTTOM OF WT-1 TO BE INSTALLED AT 3'-0" A.F.F. TO 5'-0" A.F.F. AWC-1 (ACOUSTICAL WALLCOVERING): MANUFACTURE: TRI-KES (SOURCE ONE) STYPE: WATERBRUSH COLOR: AWB11 TOFFEE CONTACT: CURTIS MEDFORD 1-800-200-8120 Rev. Dote Description W � LJ— — oD nW V I Z Lj Lj W W O U < � 0 n UW U W Z W U 0 n Ct\CEW\CDNFIGS\dlwlog0.T IF ��Et6D AI�C' 0�¢�t J kk Gy/m ua0~50 Of 7156 Q 9TF OF Robert J. Kilduff, ALA Expires: 4.30,2007 Date: 0 'Om FOR CONSTRUCTION Project No. Dawn By: Checked Sr. KBA/DW Sheet Title: FINISH LEGEND Drawing No. m N i I/1q.3 SIM. C / i IRES\ROOM o 275 u ENLARGED PLAN — RESTROOM 27 SCALE: 1/4" = 1'-0" CLFAPCOI ENLARGED PLAN SCALE: 1/4" = 1'-0" 0 0 7._4" RESTROOM 291 CLFAPCOt / 5/13.4 \ RESTROOM 218 ENLARGED PLAN — RESTROOM 218 SCALE: 1/4" = 1'-0" CLFAPCOl ENLARGED PLAN — RESTROOMS 102 8c 103 SCALE: 1/4" = 1'-0" CLFAPCO7 ENLARGED PLAN RESTROOMS 1 SCALE: 1/4" = 1'-0" CLFAPCOt 1 64 & 165 �71 c 129 151 1 Revisions Rev. I Dote Desuiption W O:D CL W Q W OI �- U LL UW U W U W I— U_ —I 0 EL 1 C:\CEW\CONFIGS\dlwlogo.TIF Robert J. +Glduff, AIA E*rm 4.30.2007 Date: 06-30-M FOR CONSTRUCTION Project No. Drown By: Checked By: DW Sheet 71tie: RESTROOM ENLARGED PLANS Drawing No. 1A LIGHTCOVE BEYOND "PT -,A" WALL FINISH (I2X\2) COUNTERTOP, BACK SPLASI- - —__-__—____~__—_—~—__~___-] .___~____~_-��_~__^_�__�_____._�__`_-~__~___— �0 TOILET PARTITION SHOWN ^PT-IA^WALL FINISH (12X12) C141 SCALE: 127 � . ~____�__�_~____~_�____~___-____~_~_�___~__~_~_~_-__~__�_`_~_.._____^_____�-~�_�__��~_`_� ~_^__~�~_._-'_�_ [- TOI ET PARTITION SHOW -DASHED FOR CLARITY n f-----,7I -1- 4-11 n —71 = n IT F 71 71 L3 - 0 Z::% Ed �|�U �T D �| �V^ A| ��� ______~_'_____-_^_^-__--'___~_-_~_-__^___~_� � '10 NOTE: TOILET PARTITION SHOWN -DASHED FOR CLARITY 13 HOLD �| �U 8T Fl Fl 1 [ � �'| �-\/^. �\| �(�,�{^ |�l�l LIGHTCOVE BEYOND -"PT-1A" WALL FINISH (12X12) --COUNTERTOP, BACK SPLASH AND EUS[3. `SS-1" —"PT-IA" WALL FINISH (12X12) F- _~_~________- -___-_~_~_~__-_] � TOILET PARTITION SHOWN Ell 71 71 13 HOLD �|�U AT OD 1�� �| ��, H| �,�^ �U] �LIGHTCOVE BEYOND "PT-1&. WALL FINISH (12X12)--- 01 '| COUNTERTOP. BACK SPLASH AND EDGES, "SS-1° 1�� WALL FINISH (12Xi2)-^' [- ^~ ___-_- -_~__-.____~._~__-___~____~_-_-__- - ELEV. AT R.R. 164 SCALE: 1/9»= 1`-[) 1 [, �l� ) � � | � vLFAPvol —UOHFSOV[ BEYOND ---^PT-1A, WALL FINISH (12X12) --'`CUVNTERT0P.BACK SPLASH AND EDGES. '�SS~1^ "PT-1A"WALL, FINISH (12X12) '-. ---�-�-----------^-----~-~-- [l -_ . \ � / T TOILET I PARTITION SHOWN ED. 18 ELEV. AT R.R. 102 � _ -~ __________._~__~_--_--_-] 19 F~! \ �-| E\/, AT R,R 5'`O"±pJR.R.275 5'-0"±4JRR291 75 291 LIGHTCOVE BEYOND -"PT-1A" wALL.RN8H (12X12) � -COUNTERTOP, BACK SPLASH AND [DC[S. ^S3-1^ ^PT-1A,WALL FINISH (12X12)� 0 C.\C[V\CONFIGC\din(ogoJlF Robert J. Kilduff, MA SCALE: 1 /9" = V-O" Revisions ELEV. LOCKER 151 SCALE: 1/2" = I'-0" CLFAPC01 LEV. LOCKER 151 SCALE: 1/2" — 1'-0" CLFAPCOI "PT -IA" WALL FINISH (12X12) ELEV. LOCKER 151 SCALE: 1/2" = 1'-0" CLFAPCOI "PT -IA" WALL FINISH (12X12)— r— — — — — — — — — — — — — — — — — — — —� I LIGHTCOVE BEYOND— NOTE: TOILET PARTITION SHOWN DASHEDI FOR CLLARITY -17 I I I I f I II 7 7 6" iI ) o CI I /t II g i I 2 / I M Z — 0ff O I I to I < E0. E0. 18" "PT-lA" WALL FINISH I nuw LEV. LOCKER 151 CLFAPCOI "PT HANI FIXE "PT SHC SHC SH( 0 I I MIN. 3'-0" CLR. HAND HELD SHOWER HEAD AS SPEC. FIXED SHOWER HEAD AS SPEC. LOCKERS AS SPECIFIE "PT -IA" WALL FINISH - SHOWER VALVE AS SPEC, SHOWER GRAB BAR AS SPEC. BENCH SHOWER SEAT AS SPEC, O I V.I.F. ( 3'-0" CLR. r• ELEV. LOCKER 151 SCALE: 1/2" = V-0" CLFAPC01 ELEV. LOCKER 150 SCALE: 1/2" =. 1'-0" CLFAPC01 — — — — — — —— — — — — — — — — — — — —) LIGHTCOVE BEYOND I NOTE: TOILET PARTITION SHOWN DASHED FOR CLARITY -_L-�.--�-- 12 -- - - PT-1A° WAL L FINISH {12X1 T 71 I I 7 II 1 g I I � I II I I 3'-01 6' I i \. 2 ai 1 Ie I\ I I I I II i o 18" HOLD ELEV. LOCKER 15.0 SCALE: 1/4" = 1'-0" CLFAPC01 -1A" WALL FINISH I HELD SHOWER HEAD AS SPEC. ) SHOWER HEAD AS SPEC. -1A" WALL FINISH WER VALVE AS SPEC. WER GRAB BAR AS SPEC. WER SEAT AS SPEC. --------------------, ELEV. LOCKER SCALE: 1 /2" = V-0" 1 TYP. R.R. ELEV. SCALE: 1/2" = 1'-0" LIGHTCOVE BEYOND 'PT-1A" WALL FINISH COUNTERTOP, BACK SPLASH AND EDGES, "SS-1" "PT -IA" WALL FINISH 50 & 151 CLFAPCOI LOCKERS AS SPECIFIED o OPEN TO BEYOND 7 "PLAM-l" _ _ BENCH III IT ELEV. LOCKER 151 SCALE: 1/2" = 1'-0" CLFAPCOI 2'-0" Re+. Dote Descripl'ron Z_ W � Ll� 0� n m V / Q W �-` - w 0 ►- O < � 0 UW Q W = W u O n C:\CEW\C0NFIGS\dtwL090.TlF —!6�-'A ��RE� ABC lx G n 17 d'j, >t56 Q5 94'IF OF Cd` Robert J, IOWA AM EKOW. 4.30.2W7 Dale: 06-30-06 FOR CONSTRUCTION Project No. Drown By: Checked By: 14BA/DW Sheet Title: RESTROOM ELEVATIONS Drawing No. 13,3 ELEV. AT LOCKER 150 SCALE: 1/2" = 1'-0 ELEV. AT LOCKER 1 SCALE: 1 /2" = 1'-0" MENEM No 0 MENEM MEMEMEM "PT —IA" WALL FINISH (12X12) "PLAM-1" BENCH a I AS SPECIFIED ELEV. AT LOCKER 150 SCALE: 1/2" = 1'-0" -------------- r—UGHTCOVE BEYOND TAMPER PROOF ADA/TAS COMPLIANT GRAB BARS C C ELEV. AT RESTROOM 218 SCALE: 1/2" = 1 '-0" STAINLESS STEEL LAVATORY REFER TO MEP DRAWING. BASE AS SCHEDULED ACCESSIBLE RESTROOM FIXTURE AND EQUIPMENT SCHEDULE & NOTES THIS SHE°TO I WATER CLOSET: REFER TO MEP DRAWINGS FOR SPECIFICATION. 2 ACCESSIBLE WATER CLOSET: SAME AS 1, EXCEPT MOUNTED AT 17-1/4" A.F.F. TO TOP OF TOILET SEAT, NOTE: CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREA. 3 LAVATORY: REFER TO MEP DRAWINGS FOR SPECIFICATION. 4 SANITARY NAPKINITAMPON VENDOR: 'BOBRICK' #B-354 RECESSED CONTURA SERIES SANITARY NAPKINS/TAMPON VENDOR. MOUNT AT 48" A.F.F. MAX. TO CONTROLS. (j.25) 5 SOAP DISPENSER: 'BOBRICK' #B-822 CONTURA SERIES — LAVATORY MOUNTED (POLISHED CHROME FINISH). NOTE: DISPENSER TO BE MOUNTED ON COUNTERTOP SO SPOUT HANG INTO LAVATORY. 6 URINAL: REFER TO MEP FOR SPECIFICATION. 7 ORAS BARS: 'BOBRICK' SERIES B-6260, 36" AND 42" WITH B-256 SERIES ANCHOR PLATES. 1-1/2" DIAMETER STAINLESS STEEL SATIN FINISH WITH CONCEALED MOUNTING. MOUNT AT 33" A.F.F. TO CENTER LINE OF PIPE. GRAB BARS: STRUCTURAL STRENGTH OF GRAB BAR AND SUPPORTS SHALL MEET THE FOLLOWING REQUIREMENTS: (1) BENDING STRESS AND SHEAR STRESS IN GRAB BAR SHALL SUPPORT 250 LB/FT. (2) SHEAR FORCE OF FASTENERS AND SUPPORTS 250 LB/FT. (3) GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS, 8 TOILETTISSUEDISPENSER: "BOBRICK" CONTURA SERIES #B-288 SURFACE MOUNTED, DOUBLE ROLL DISPENSER, STAINLESS STEEL SATIN FINISH, MOUNTED AT 28" A.F.F. TO TOP AND 36" MAX TO BACK WALL. 9 SANITARY NAPKIN DISPOSAL' "BOBRICK" CONTURA SERIES #8-270 SURFACE MOUNTED AT 28" A.F.F. TO TOP, SATIN FINISH STAINLESS STEEL: 10 MIRRORS: 1/4" THK. MIRROR: VERIFY HEIGHT & WIDTH IN FIELD, MOUNT AT 3'-4" A.F.F. MAX TO BOTTOM OF REFLECTIVE SURFACE OF MIRROR AND 74" A.F.F. MIN. TO TOPMOST EDGE OF MIRROR. 11 MIRRORS: "BOBRICK" #B-290 — 2460, INSTALL BOTTOM AT 24" A.F.F. 12 TOIL£TPARTIMONS: SANYMETAL, ACADEMY STYLE, SANYACRYLIC FINISH. NOTE: DOOR HARDWARE TO MEET ALL ADA REQUIREMENTS. REFER TO FINISH LEGEND SHEET 12.11) FOR FINISHES. URINAL SCREENS: TO MATCH TOILET PARTITION. 13 PAPER TOWEL DISPENSER AND WASTE RECEPTACLE: 'BOBRICK' #B-4369 CONTURA SERIES. STAINLESS STEEL FINISH, RECESS MOUNTED. MOUNT PAPER SLOT AT 48" A.F.F.. 14 ADA SIGNAGE DESCRIPTION: PLEXIGLASS OR EQUAL SIGNAGE WITH 1 /32" -RAISED LETTERS ACCOMPANIED BY GRADE 2 BRAILLE. SIGNAGE TO BE MOUNTED EXTERIOR LATCH SIDE OF DOOR 60" A.F.F. TO THE CENTERLINE OF THE SIGN AND WITHIN 8" OF THE STRIKE SIDE OF THE DOOR JAMB. COLOR TO BE SELECTED BY ARCHITECT: 15 -URINAL SCREEN PANEL: MATCH TOILET PARTITIONS, MOUNT AT 1'-0" A.F.F. TO 5'-0" TO THE TOP, V-2" DEEP. 16 ACCESSIBLE URINAL: REFER TO MEP FOR SPECIFICATION. URINAL SHALL BE MOUNTED AT 17" A.F.F. MAX. TO RIM, 17 COATHOOKS: 'BOBRICK' B-212 ROBE HOOKS WITH CONCEALED MOUNTING. STAINLESS STEEL SATIN FINISH. MOUNT @ 54" A.F.F. UNLESS NOTED OTHERWISE. 18 WALL HUNG LAVATORY: REFER TO MEP DRAWING FOR SPECIFICATION. SEE ELEVATION FOR MOUNTING HEIGHT 19 PIPEWRAP: "TRUEBRO" LAV—GUARD UNDERSINK PROTECTIVE PIPE COVERS. COLOR TO BE SELECTED BY ARCHITECT. 20 FLOORDRAIN REFER TO MEP DRAWING FOR SPECIFICATION. 21 WALL MOUNTED MOP 8 BROOM HOLER AND RAG HOOKS: BOBRICK B-224 22 WALLM0 NTEDHANDDRYER: BOBRICK B-750 ADA/BARRIER—FREE COMPLIANT AIRCRAFT HAND DRYER. 23 WALL MOUNTED STAINLESS STEEL SHELF: BOBRICK B-296 ACCESSIBLE RESTROOM FIXTURE AND EQUIPMENT SCHEDULE & NOTES TBY HIS S SHBOTO 24 VINYL SHOWER CURTAINS: BOBRICK B-204-3 (70" WIDE X 72" HIGH). STAINLESS STEEL SHOWER HOOK: BOBRICK. 9-204-1 25 RECESSED VANDAL-RESISTANTTORETTtSSUE HOLDER: BOBRICK B-952 (FOR ROOM 218 26 RECESSED VANDAL -RESISTANT SOAP DISH: BOBRICK B-974 (FOR ROOM 218) 27 RECESSED ROLL -PAPER• 0INEL DISPENSER ANDWASTERECEPTACLE: BOBRICK #808997 FOR ROOM 218 2$ VANDAL -RESISTANT STAINLESS STEEL FRAMED MIRROR, BOBRICK B--9446 FOR ROOM 218 29 WALL MOUNTED STAINLESS STEEL LAVATORY: (SEE MEP DRAWING FOR SPECIFICATION 30 WALL MOUNTED STAINLESS STEEL WATER CLOSET: (SEE MEP DRAWING FOR SPECIFICATION 31 TAMPER PROOF ADArrAS COMPLIANTORAB BARS: (SEE MEP DRAWING FOR SPECIFICATION)- R.R. ACCESSORIES SCHEDUL SCALE: (_2� ELEV. AT LOCKER 151 SCALE: 1/2" = 1'-0" "PT—lA" WALL FINISH (12X12) LOCKERS AS SPECIFIED Revisions Rev. I Dote Description W � IJ— — 0� CLm cC W � o UW Q W Z W u 0 n 1 C\CEW\C0NFIGS\dtwlogo.TlF Robert J. I0IduQ, AIA EWrea: 4.30.2007 ''.. Date: 0N'Hll"N1l FOR CONSTRUCTION Project No. Drawn By: Checked By: KBA/DW Sheet Title: RESTROOM ELEVATIONS Drawing No. %� ®" 0 1 0 0 1 0 0 1 O (6) EQ. DOORS - 6'-8"f WALL FINISH AS SCHED. PLAS. LAM. DOORFRONTS ELEV. AT COPY ROOM 110 SCALE: 1/2" = 1'-0 ELEV. AT SUPPLY SCALE: 1/2" = 1'-0" CLFAPCO, (6) EQ. DOORS - 7'-10"t 0 i O WALL FINISH AS SCHED. PLAS. LAM. DOORFRONTS PLAS. LAM. TOP AND SPLASH PLAS. LAM. DOORFRONTS BASE AS SCHEDULED 5'-0" CLR. I (7) EQ. DOORS - 9'-O" t ► + m ELEV. AT COPY ROOM 110 SCALE: 1/2" = 1'-0' CLFAPC01 (10) ED. DOORS - 14'-0"f . WALL FINISH AS SCHED. 3/4" X 18" DEEP PLAS. LAM. SHELVES ON HEAVY DUTY STANDARDS & BRACKETS BASE AS SCHEDULED 1 0 y. —� U.C. REFRIG. ' 7-D" V.I.F� (9) EQ. DOORS CLFAPCDl 119 DEVELSCAL. AT oC C0NE. ROOM 11PCD6 v o \ / KNEE SPACE \ 1. \ I I' (4) EQ. DOOR - 5'-1"t 111......... .a. I 3'-0" sl s. (4) E0. DOOR - 5'-1"f �I e ELEV. AT EVIDENCE ROOM 135 SCALE: 1/2" = 1'-0' CLFAPC0l WALL FINISH AS SCHED. PLAS. LAM. TOP AND SPLASH PLAS. LAM. DOORFRONTS BASE AS SCHEDULED ELEV. AT SUPPLY ROOM 119 SCALE: 1/2" = 1'-0' CLFAPCO, of 1 O (10) EQ. DOORS - 7'-4"f (11) EQ. DOORS - 8'-6"t 5'-6" COPIER CLR, V.I.F. ELEV. AT COPY ROOM 110 1 SCALE: 1/2" = 1'-0" CLFAPCO, —WALL FINISH AS SCHED. PLAS. LAM. DOORFRONTS PLAS. LAM. TOP AND SPLASH PLAS. LAM. DOORFRONTS BASE AS SCHEDULED 12" DEEP PLAS. LAM. ON HEAVY DUTY DS & BRACKETS 18" DEEP PLAS. LAM. ON HEAVY DUTY DS & BRACKETS / WALL FINISH AS SCHED. DOOR AS SCHEDULED ADA/TAS COMPLIANT DRINKING FOUNTAIN SYSTEM. \ rffi O 0. (AO \ H O BASE AS SCHEDULED 0 MM ELEVATION AT CORR. 104 & 134- SCALE: 1/2" = 1'-0" CLFAPC01 3/4" X 18" DEEP PLAS. LAM. SHELVES ON HEAVY DUTY STANDARDS & BRACKETS ELEV. AT SUPPLY ROOM 119 SCALE: 1/2" = 1'-0" CLFAPCoi Revisions Rev. Dote Description O z W � OD 0— m U� W 01 f- O n UW W = W U 0 a_ ® C;\CEW\C0NFIGS\dlwlogo.TIF Robert J. Kilduff, AIA E*m 4.30.2007 Date: W30.06 FOR CONSTRUCTION Project No. Drown By: - Checked By: KBA/DW Sheet Title: ELEVATIONS Drawing No. 11 14A I 0 (5) EQ. DOORS - 6'-6"± U 7 N M 1 L---- 1 _ 2'-6" MIN. I _ (4) EQ. DOORS - 5'-6"± _) WALL FINISH AS SCHED. PLAS. LAM, DOORFRONTS PLAS. LAM. TOP AND SPLASH _PLAS. LAM. DOORFRONTS — BASE AS SCHEDULED ELEV. AT COFFEE ROOM 260 SCALE: 1/2" = 1 '-0 " CLFAPCOI EQ. W-10 3/16" V.I.F. ELEV. AT I . D. TECH. R SCALE: 1/2" = 1'-0" WALL FINISH AS SCHED. PLAS. LAM. TOP AND SPLASH 1-1/2" PLAS. LAM. SPAN SUPPORT PANELS BASE AS SCHEDULED OOM 137 CLFAPCOI (16) ED. DOORS - 23'-5"± 3'-0" V.I.F. SEE PLAN (6) EQ. DUGHS A -- 5 —11 t I 3'-0" I 2— 1 1 112 ± I z —u 1/z V.i.r Lw1 cv. uwrc� H o— I I s I I 3--0 V.Lt. ELEV. SCALE: 1/2" AT = 1'-0" BREAK M ROOM e.. ® ►W r .e - 132 CLFAPCOI FINISH AS SCHED. LAM. TOP AND SPLASH N PLAS. LAM. AT ALL EXPOSED N M N SURFACES OF BASE CAB. — ADJUSTABLE PLAS. LAM. SHELVES 0 KNEE SPACE II BASE AS SCHEDULED I-m 'EQ. I 3.-0" I EQ. CLFAPCOI S A E V. AT PHOTO MINI LAB ROOM 145 V 0 i M - .104 EQ. "A" I EO. "A" `I I EQ. "B" 3'-.0" EQ. "B" 3'-0" I' EO. ..B" ELEV. AT PHOTO/MINI LAB ROOM 145 SCALE: 1/2" = 1'-0" CLFAPC01 WALL FINISH AS SCHED. 0 DLAS. LAM. TOP AND SPLASH o NOTE: ALAS. LAM. AT ALL EXPOSED SURFACES OF BASE CAB. ADJUSTABLE PLAS. LAM. - -- SHELVES BASE AS SCHEDULED (5) EQ. DOORS - W-6"± \ I N M I_(3) EQ. DOORS - 4'-0"± FINISH AS SCHED. LAM. DOORFRONTS LAM, TOP AND SPLASH LAM. DOORFRONTS AS SCHEDULED WALL FINISH AS SCHED. PLAS. LAM. DOORFRONTS --PLAS. LAM. TOP AND SPLASH _PLAS. LAM. DOORFRONTS — BASE AS SCHEDULED ELEV. AT COFFEE ROOM 265 SCALE: 1/2" = 1 '-0" CLFAPCOt EQ. es I ® EQ. 12'-0" V.I.F. ELEV. AT I.D. TECH. R SCALE: 1/2" = 1'-0 EQ. OOM 137 CLFAPCOi WALL FINISH AS SCHED. PLAS. LAM. TOP AND SPLASH 1-1/2" PLAS. LAM. SPAN SUPPORT PANELS BASE AS SCHEDULED Revisions Rev. I bate Descriplian CD W U I— O:D n m u� rK W U UW Q ICI Z CW1/ O n 1 C \CEW\CONFIGS\dlwtogo.TIF Robert J. {Glduff, Am Expires: 4. $0.2007 " Date: 06 3 ^6 FOR CONSTRUCTION Project No. Drawn By: Checked By: KBA/DW Sheet Title: ELEVATIONS Drawing No. L////����j� IW io i m 0 0 1I ELEV. AT SUPPLY ROOM 168 SCALE: 1/2" = 1'-0" R, ELEV. AT SUPPLY ROOM 168 SCALE: 1/2" = 1'-0" o 1 0 i i iD I io 1 (6) E0. DOORS - 8'-2"± (3) E0. 1 DOORS 1 3'-0" 7'-4"+ V.I.F. ELEV. AT BREAK ROOM .290 L j SCALE: 1/2" = 1'-0" 3/4"' X 24" DEEP PLAS. LAM. SHELVES ON HEAVY DUTY STANDARDS &. BRACKETS 3/4" X 18" DEEP PLAS. LAM. 3/4" X 18" DEEP PLAS. LAM. SHELVES ON HEAVY DUTY SHELVES ON HEAVY DUTY STANDARDS & BRACKETS STANDARDS & BRACKETS lc0 I a 0 t ELEV. AT SUPPLY ROOM 157 1/ SCALE: 2" = 1'-0" o' I 0 i ELEV. AT ARMORY ROOM 169 Cn� ELEV. AT ARMORY ROOM 169 SCALE: 1/2" = 1'-0" J SCALE: 1/2" = 1'-0" 3/4" X 12" DEEP PLAS. LAM. SHELVES ON HEAVY DUTY STANDARDS & BRACKETS o 0 eD i i io I, ELEV. AT SUPPLY ROOM 157 SCALE: 1/2" = 1'-0" WALL FINISH AS SCHE PLAS. LAM. DOORFROI PLAS. LAM. TOP AND PLAS. LAM. DOORFROI BASE AS SCHEDULED (5) E0. DOORS - 6'-2"± ELEV. AT BREAK R SCALE: 1/2" = 1'-0" ELEV. AT SUPPLY ROOM 157 SCALE: 1/2" = 1'-0" ELEV. AT SUPPLY ROOM 157 SCALE: 1/2" 1'-0' 0 I 0 I" i o B E Revisions Rev. Dole Description CD W 0 OD IL W V J W 01 W F- U cL UW U a W = W I-- U 0 n G\CE W\CINF IGS\dlwt0g0.T 1F —64e 40, m wo���j Sj. qrE >756 of Robert J.10duff, AIA ExplreW 4.30.2007 °0{et 06-30-06 FOR CONSTRUCTION Project No. Drown By: Checked By: KBA/DW Sheet Title; ELEVATIONS Drawing No. 14. L 0 1 0 3'-0" 1 (7) EQ. DOORS -m. Fv AT KITrHFN 21 1/2" = 1'-0" I Q � rREFRIG. FREEZER- 10 I N DOORS - 5'-3" t V.I.F. ( 3'-6" V.I.F. _I n � ELEV. AT KITCHEN 219 SCALE: 1/2" (4) EQ. DOORS 5'-3" t V.I.F. ELEV. AT C SCALE: 1/2" = 1'-0' O.PY ROOM 259 i AS SCHED )LLS IN ROOM 219 AN INTEGRAL "C" FULLY 0 BE BOTTOM OF EACH ,LING & TOP OF EACH CAL R ELECTRICAL STOVE TOP STEEL TOP AND BULLNOSE FRONT STEEL DOORFRONTS STEEL BASE S & DRAWERS ARE LOCKS WALL FINISH AS SCHED. STAINLESS STEEL DOORFRONTS CABINET PULLS IN ROOM 219 SHALL BE AN INTEGRAL "C" FULLY SECURED TO BE BOTTOM OF EACH DRAWER FACING & TOP OF EACH DOOR, TYPICAL STAINLESS STEEL TOP AND SPLASH W/ BULLNOSE FRONT -STAINLESS STEEL DOORFRONTS -STAINLESS STEEL BASE NOTE: ALL DOORS & DRAWERS ARE TO HAVE LOCKS 9ALL FINISH AS SCHED. )LAS. LAM. DOORFRONTS PLAS. LAM. TOP AND SPLASH PLAS. LAM. DOORFRONTS BASE AS SCHEDULED 3/4" X 12" DEEP PLAS. LAM. SHELVES ON HEAVY DUTY STANDARDS & BRACKETS - I io I o I 0 1 ro t I C4)__LA EV�2 AT1 o UPPLY ROOM 1 81 oI1 1IN I I o I 0 I I I ELEV. AT SUPPLY ROOM 181 SCALE: 1/2" = 1'-0" t n1 Fn. nOORS - 12'-6" t V.I.F. vi or (10) EQ. DOORS - 12'-6"t V.I.F. �) ELEV. AT COPY ROOM 180 SCALE: 1/2" NOT USED CALE: 1 /2" = 1'-0" ('2)�(PNOTUSED SLE: 1 /2" = 1'-0 —WALL FINISH AS SCHED. —PLAS. LAM. DOORFRONTS _PLAS. LAM. TOP AND SPLASH — PLAS. LAM. DOORFRONTS — BASE AS SCHEDULED (NOT USED SCALE: 1/2" = 1'-0 1! evisions !v, j Oate �escrtptfon W W O:D nW V J I— X LLJ IW U� Li � o �< 0 I— Ul I Q W Z W I- U W (0 n ® G\CEW\CONFIGS\dtwiogo.TIF Robert J. Kilduff, AIA DOW4.3D.ZQ7 Date: 06-30-06 FOR CONSTRUCTION Project No. Drawn. By: Checked By: KBA/DW Sheet Titt¢: ELEVATIONS Drawing No. 14 EQ. 5'-0" EQ, I N1 I m O M KNEE SPACE KNEE SPACE KNEE SPACE OBSCURED ELEVATION - SEE PLAN ELEV. AT RECEPTION 289 SCALE: 1/2" = 1'-0" 'APER PASS THRU WINDOW O I C 30LID SURFACING TRANSACTION fOP 1-1/2" PLAS. LAM. SPAN SUPPORT PANELS 3/4" X 12" DEEP PLAS. LAM. SHELVES ON HEAVY DUTY STANDARDS & BRACKETS co I m t io t FI FV- AT TAPE STORA SCALE: 1/2" = 1'-0" 264 Q ED. 3'-4" EQ. c• 0I jM N o• i N KNEE SPACE KNEE SPACE KNEE SPACE KNEE SPACE Iy EQ. EQ. rlr EQ. «.I EQ. ELEV. AT VIEWI SCALE: 1/2" = 1'-0" OM 223 PAPER PASS THRU WINDOW SOLID SURFACING COUNTERTOP AND SPLASH 1-1/2" PLAS. LAM. SPAN SUPPORT PANELS EQ. 3'-4" EQ. PAPER PASS THRU WINDOW 3.-0,. 7•-0.. 0 ro PLAS. LAM. TRANSACTION _� PLAS. LAM. TRANSACTION — 1'-O" .1 Ir TOP o TOP BEYOND o _ SOLID SURFACING Cl! PLAS. LAM. WORK - "-' TRANSACTION TOP N BEYOND ^ ADA/TAS COMPLIANT PLAS. LAM. ADA/TAS COMPLIANT PLAS. LAM. COUNTERTOP COUNTERTOP - - PROVIDE ROUND EDGE c: PROVIDE ROUND EDGE N CI N 8e CMU WALL AT ALL 1 - 1 y 8" CMU WALL AT ALL 0 v ° CORNERS OF WALLS, TYP. 1 0 d m CORNERS OF WALLS. TYP. i �' M " N 8" CMU WALL N N 8" CMU WALL i. BASE AS SCHEDULED BASE AS SCHEDULED 10'-0" ELEV. AT JAIL PROCESSING 231 ELEV. AT JAIL PROCESSING 231 NOT USED ELEV. AT LOBBY 225 9 SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" 2 SCALE: (12) EQ. DOORS - 15'-1"t V.I.F.. PLAS. LAM. TRANSACTION TOP N ADA/TAS COMPLIANT PLAS. LAM iv COUNTERTOP o KN E SPACE I KNEE PACE KNE SPACE h' I 1 PROVIDE ROUND EDGE v o 8" CMU WALL AT ALL `'Oj j CORNERS OF WALLS, TYP. N N 8" CMU WALL 10'-0° BASE AS SCHEDULED 1-1/2" THICK PLAS. LAM.- COUNTER END PANEL MID SPAN SUPPORT PANEL FI FV. AT JAIL PROCESSING 231 '-� 3'-0" ►I+a (10) E0. DOORS - 12'-1"1: V.I.F. ' s ELEV. AT COPY ROOM 285 V SCALE: 1/2" = 1'-0" PLAS. LAM. TOP AND SPLASH PLAS. LAM. DOORFRONTS BASE AS SCHEDULED _1 0 t 0 h ELEV. AT TAPE STORAGE 264 -J / SCALE: 1/2" = 1 '-0 Revisions Rev. I Dote Description C:\CEW\CONFIGS\dtwtogo.TIF Robert J. Ifdduff, AIA E70m 4.30.2W Dote: 0 6-30 06 FOR CONSTRUCTION Project No. Drawn By: Checked By: KBA/DW Sheet title: ELEVATIONS Drawing No. 14. SCALE: 1/2" = 1'-0" Revisions Rev. I Dole Description C!\CEW \ CONFIGS\dtwi ogo.T IF Robert J. Kilduff, AIA EVkw: 4.30.2107 Dote: 0630 ^C FOR CONSTRUCTION Project Na. Drawn By: Checked By: KBA/DW Sheet Title: ELEVATIONS Drawing No. 14,6 GENERAL NOTE: APPLY PLASTIC LAMINATE ON ALL EXTERIOR EXPOSED SURFACES MELAMINE ON ALL INTERIOR SURFACES SCHEDULED PARTITION V- 2^ PLASTIC LAMINATE TOP AND EDGE ON 3/4" MDF. SCHEDULED PARTITION 2X FIRE RETARDANT TREATED WOOD 0 BLOCKING TYP. 1 X 4 WOOD BLOCKING, TYP. _PLASTIC LAMINATE ON 3/4" MDF o CLOSURE TRIM. KNAPE AND VOGT STANDARDS AND CLIPS PULL AS SCHEDULED ROUTED INTO DIVIDERS = o KNAPE AND VOGT STANDARDS AND to z o CLIPS ROUTED INTO DIVIDERS 0 0 1/2" MELAMINE BACK (WHITE) CLASS III BULLET o RESISTANT SERVICE ¢ 0 3/4" MDF ADJUSTABLE SHELVES AND WINDOW o cc z P DIVIDERS, "WHITE" MELAMINE FINISH ON ;' o INTERIOR w cc0 3/4" MELAMINE INTERIOR, ADJ. w z SHELVES & DIVIDER PANELS 4 w PAPER PASS THRU TRAY r o (WHITE) W/ RECESSED STANDARDS w & CLIPS w PLASTIC LAMINATE ON 3/4" MDF DOORS. � SOLID SURFACING > PLASTIC LAMINATE ON 3/4" MDF DOORS. > o cc cccc 2X FIRE RETARDANT TREATED WOOD o = 1X FIRE RETARDANT TREATED WOOD BLOCKING TYP. BLOCKING TYP, WOOD BLOCKING AND SHIM AS PLASTIC LAMINATE ON 1 X 4 .REQUIRED. HARDWOOD EDGE PULL AS SCHEDULED WOOD BLOCKING IN WALL CUT OUT FOR WIREMGMT 1-1/2" THK. SPAN SUPPORT PANELS AS REQUIRED PARTITION AS SCHEDULED SECT. AT PAPER PASS THRU COULTER SCALE: 1-1 /2" = 1 '-0" CLASS III BULLET RESISTANT SERVICE WINDOW a RU TRAY AND SHIM PAN S AS REQUIRED Q0 I N :HEDULED SECT. AT PAPER PASS THRU COULTER SCALE: 1-1/2" = 1'-0" SECT. AT BAS SCALE: 1-1 /2" = 1'-0" AB SECT. AT BASE CAB SCALE: 1-1 /2!' = 1 ' —0" mm PARTITION ,. 4INATE TOP AND EDGE OF, D BLOCKING, TYP. VOGT STANDARDS AND ED INTO DIVIDERS AINE INTERIOR, ADJ. DIVIDER PANELS RECESSED STANDARDS TARDANT TREATED WOOD YP. BASE. 1 t I. TOP AND BACK SPLASH 'ETARDANT TREATED WOOD TYP. OD CLEAT I. SUPPORT SECT. AT WORK COULTER SCALE: 1-1 /2" = 1 '-0" _'� SECT. AT UPPER CAB SCALE: 1-1 /2" = 1'-0" % SCALE: 1-1 /2" = 1 '-0" SECT. AT BASE CAB SCALE: 1-1/2" = 1'-0- FAUCET & WRIST BLADE HANDLES TO BE RE -INSTALLED VERIFY ADA/TAS COMPLIANCE COUNTER TOP, FRONT EDGE & CONT. BACKSPLASH. 2X FIRE RETARDANT TREATED WOOD BLOCKING, TYP. SINK TO BE RE -INSTALLED, VERIFY ADA/TAS COMPLIANCE 1 X 4 WOOD BLOCKING, TYP. EMERGENCY SHUT-OFF VALVE T.S. SUPPORT AS REQUIRED BLOCKING AS REQ'D. 3/4" PLAS. LAM. PANEL FIN. TO MATCH ADJ. CABS. PANEL ATTACHED W/ CONCEALED CLIPS SO IT CAN BE EASILY REMOVED. BASE AS SCHED. PARTITION WNATE TOP AND EDGE IDF. )D BLOCKING, TYP. CHEDULED, VOGT STANDARDS AND CLIPS '0 DIVIDERS AINE INTERIOR., ADJ. SHELVES & VELS (WHITE) W/ RECESSED & CLIPS MINATE ON 3/4" MDF :TARDANT TREATED WOOD fYP. Revisions Rev. Dote Desviption W 0 t_I_ — 0D EL W V I W W 01- �- O n UW d W Z W u 0 i r 1 G\CEW\CONFIGS\dtwtogo.TIF Robert J. Kilduff, AIA Bpkw. 4. 30.2007 Dote: 06-30-06 FOR CONSTRUCTION Project No. Drawn By: Checked By: KBA/DW Sheet Title: SECTS. & DTLS Drawing No. 151 PARTITION INATE TOP AND EDGE )F. BLOCKING, TYP. N 3E CAB. BEYOND 1 M BASE. SECT. AT WORK COUNTER SCALE: 1-1 /2" = 1'-0" PLAS. LAM. COUNTERTOP PLAS. LAM. TRANSACTION TOP 1'-0" N 5 BLOCKING AND SHIM AS REQUIRED :..:. :•._•:•.•_.:<:.,., ., .,,:,,.::.....,:.,,...>:.:»-=::-:=::a ,-.:: •. = PLAS. LAM. SPLASH CONT. WOOD CLEAT 2'-6° 3" DIA. GROMMET PLAS. LAM. SUPPORT BEYOND 8"X8"X16" CMU WALL. PROVIDE ROUND EDGE AT ALL WALL CORNERS BASE AS SCHEDULED SECT. AT JAIL PROCESSING COUNTER SCALE: 1-1 /2" = 1 '-0 3'-2" 2'-6" / \ cc('T AT I A I I D SCALE: 1-1 /2" = 1 '-0" PLAS. LAM. COUNTERTOP BLOCKING AND SHIM AS REQUIRED CONT. WOOD CLEAT 8"X8"X16" CMU WALL. PROVIDE ROUND EDGE AT ALL WALL CORNERS CMU WALL BEYOND BASE AS SCHEDULED USING COUNTER Revisions Rev. I Date Descriplion WUU OD CL W V J Q W O U f- � l� O < 0 UW U W W U n0 i C:\CEW\C0NFIGS\d1wtogo,T1F Robert J. Kilduff, AIA free: 4.30.20DT Date: 06-30 OQ FOR CONSTRUCTION Project No. - Drown By: Checked By. KBA/DW Sheet Title: SECTS. & DTLS KEY I P L AN COO, OVERALL FURNITURE PLAN SCALE: 1/16" = 1'-0" CLFAPCOt s a� AN NOSE Fevision9 Rev. I Date Description z W OD nm u� QQ IZ W O � ��- � O �< n �- n UQ 0 W ZW �- U O n C:\CEW\CONFIGS\dlwlogo.TIF G•Z%•6�f Robert J. Kilduff, AIA E*W 4.90.2IDT Dale: 06-3 M FOR CONSTRUCTION Project No. Drown By: Checked By: KBA/DW Sheet Title: FURNITURE PLAN Drawing No. 16,1 i �%i_ i►a�1 i►,aal i►aa1 i►,:al >�\�f FURNITURE PLAN - AR SCALE: 1 /8" = 1 '-0" Revisions Rev. 11 Date Description 1 C\CEW\CONFIGS\dtwlogo.TlF r Robert J.101duff. AIA Eorav 4.30. 2007 Dote: ^c'^ nc FOR CONSTRUCTION Project No. Drawn By: Checked 0y: KBA/DW Sheet Title: .FURNITURE PLAN I mar-112,111 11M./Imma CREDENZA m CREDENZA rr-m-, ELECTRICAL ROOM 227 CLS. WD. 1V CAMERA MECHANICAL 228 LOBBY 235 �I SALLYPORT 249 SAFETY �- PROPERTY STORAGE VESTIBULE FECEA E 248 247 HOL z F z z D YA ROOM 232 FE 2344 DMI FEMALE CE 233 PROCESSING 231 z CORRIDOR 217 DEBK CORRIDOR 192 VISIT 194 11933� REF QED u C.I.D.�J C.I.D. C.I.D. C.I.D. 1 DETECTfVE* DETECTI DETECTIVE/¶ DETECTIVE 202 200 sE=_ 205 / II � 20oZ,-s BooKcnsE n / II �.__ 'BrE_ I.D. I C RO RIDOR ?LEANT 196 :FIRM'` I_IG_ rl WIN VEHICLE BIKE LIFT-FFE VEHICLE STORAGE PROCESSING 144 143 z L��LA F x EVIDENCE 140 CO RIDOR 213 STAGING A 229 PROCESS/ PHOTOS 230 AFIS/ INTO/ SAFETY 241 K VESTIBULE uc 216 imox . „ar Ans o L�Y7 >,sao VIE 1 ING 1 (�� Wd DETENTION HOLDING FILTSUPPLY' 197 181 INTERVIEW 198 0 CpPY a CHINE CORRIDOR 215 10P COPY a 180 I. CRIME* 11VE ANALYST 214 s LAB 146 PHOTO/ MINI -LAB 145 0 LOSTORAGEM 138 MALEL O CELL 243 MALE CELL 242 SAFETY VESTIBULE EN 184 (PROCESSING 183 OTC] SKeLNND C.I.D. � \ SUPPLIES 182 EVIDENCE 177 c SAFE BRIEFING ox 179 2% ARMORY r 169 a $ MECHANICAL ROOM 147 z MALE CELL 240 z MALE CELL 238 FURNITURE PLAN - AREA 'B' SCALE: 1 /8" = 1'-0" CLFAPCO1 U (4 FAIN NO' (I VENIL JUVENILE JUVENILE HOLDING 187 moo 0 186 JUVENILE HOLDING8' FOLDNG TABLE 8' FOLDING TABLE 188 qHROLUDINGHOLDING __ 8' FOLDING TABLE 8'. FOLDING TABLE . ATROL ---------- a BRIEFING moo 1740,00 crou9" DEx m�Rurzn oEsx m:aurEn nsK muRurta o-�s< DESK mohw orm DESK mumm DESK 8' FOLDING TABLE 8' FOLDING TABLE uuuuouLJ 000 BOON n0 8' FOLDING TABLE DESK 0M REPORT WRITIN175 E ce wl VHS/DVD ® w 1A�E EPx couput[p ARK BOARD oml _ 4' WORK TABLE "�u BOXES 6' WORK DEZK RECEPTION 176 DOT OFFICER 166 CORRIDOR 171 nARf !® CREDENZA D�, SOP 253 * \% cIP 257� NTF 256 on COPY 259 COPY Oti cp r� BOOKCASE D COFFEE LIEUTENANT 260 261 LIEUTENANT x 262 DESK °C 6l �� eaoaeas LOCKE BOOKME s LIEUTENANT DEZK 263 7VI KEY PLAN(,, 41 Revisions Rev. Dole Description z W U O t I t V / Q Z W W OI— n,, O CL UW U W U W U O 1 C:\CEW\CONFIGS\dlwtogo,T]F Robert J. Kilduff, ALA Exp W 4.30.2007 Dete: W30-M FOR CONSTRUCTION Project No. Drown By: Checked By: KBA/C'Y SheetTitle: FURNITURE PLAN Drowing Na. Revisions e GENERAL NOTES 1. THE BUILDING CODE USED IS INTERNATIONAL BUILDING CODE, 2003 EDITION. 2, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN _ THE FIELD PRIOR TO COMMENCING WORK. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WHICH MAY EXIST, 3. ALL FOOTINGS ARE TO BE PLACED ON FIRM AND CLEAN SOIL. THE SOIL BEARING SHOULD BE VERIFIED AT THE FOOTINGS BY AN . ACCEPTED TESTING METHOD. THE SOIL BEARING PRESSURE SHOULD BE REPORTED TO THE. ENGINEER. 4. SEE ARCHITECTURAL DRAWINGS FOR FLOOR ELEVATIONS, SLOPE, AND THE LOCATION OF DEPRESSED FLOOR AREAS. THE CONTRACTOR SHALL COMPARE THE STRUCTURAL SECTIONS WITH THE ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE ARCHITECT PRIOR TO FABRICATING OR INSTALLING STRUCTURAL MEMBERS. 5. PRINCIPAL OPENINGS THROUGH THE FRAMING ARE SHOWN ON THESE DRAWINGS. THE GENERAL CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR THE REQUIRED OPENINGS AS HE SHALL PROVIDE FOR ALL OPENINGS WHETHER SHOWN ON THE DRAWINGS OR NOT AND SHALL VERIFY SIZE AND LOCATION OF ALL ,OPENINGS WITH THE MECHANICAL CONTRACTOR. ANY DEVIATION FROM THE !,OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS.: SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR APPROVAL: 6. SLABS ON GRADE SHALL BE PLACED. ON FILL COMPACTED AS REQUIRED BY THE GEOTECHNICAL (SOILS) REPORT. 7. THE SLAB ON GRADE IS A NON-STRUCTURAL SLAB. IT WILL MOVE ACCORDING TO THE MOVEMENT OF THE SUB -GRADE. THE GEOTECHNICAL REPORT WILL DEFINE THE SLAB MOVEMENT. ALL ARCHITECTURAL DETAILS ON THE GROUND FLOOR SHOULD BE DESIGNED TO ACCOMODATE THE MOVEMENT. 8. DESIGN LIVE LOADS: POUNDS PER SQ, FT. ROOF.................................................................... 20 (BY METAL BUILDING MANUFACTURER) HOLLOW CORE PLANKS OVER DETENTION AREA ...................................... 20 SUPERIMPOSED DEAD LOAD: ROOF COLLATERAL DEAD LOAD .....:.................. 8 (BY METAL BUILDING MANUFACTURER) HOLLOW CORE PLANKS OVER DETENTION AREA.... 10 (FOR PIPES) FINISHES WHEREVER SHOWN ON ARCH. DRAWINGS AS REQUIRED LIVE LOAD REDUCTIONS LIVE LOAD REDUCTIONS HAVE BEEN TAKEN FOR BEAMS, GIRDERS, AND COLUMNS. THESE REDUCTIONS HAVE BEEN TAKEN ONLY AS ALLOWED BY THE BUILDING CODE. FOR FOUNDATIONS SEE THE GEOTECHNICAL (SOILS) REPORT. NO. 05.13,408 DATED JANUARY 9, 2006, PREPARED BY TOLUNAY- WONG ENGINEERS, INC. HOUSTON, TEXAS. STEEL 1. STRUCTURAL STEEL (ROLLED SHAPES SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS: ASTM A-572 GRADE 50 - ALL FRAMING NOTED ON DRAWINGS, BASE PLATES, MISCELLANEOUS STEEL PLATES, PLATES UP TO AND INCLUDING 4" THICK, AND ALL SHAPES UNLESS NOTED OTHERWISE: ASTM A-36 FRAMING NOTED ON DRAWINGS, BASE PLATES, AND MISCELLANEOUS STEEL PLATES. ASTM A325 HIGH STRENGTH BOLTS (SLIP CRITICAL JOINTS, IF SPECIFIED). ASTM A307 CARBON STEEL BOLTS (60 KSI TENSILE STRENGTH). ALL OTHER ANCHOR BOLTS UNLESS NOTED OTHERWISE. ASTM A501 HOT FORMED SEAMLESS AND WELDED CARBON STEEL STRUCTURAL TUBING. ASTM A500 COLD FORMED SEAMLESS AND WELDED CARBON STEEL STRUCTURAL TUBING. ASTM F436 HARDENED STEEL WASHERS. 2. GROUT USED UNDER -COLUMN BASE PLATES SHOULD BE OF THE NON -SHRINKABLE VARIETY WITH MINIMUM COMPRESSIVE STRENGTH OF 6000PSI IN 28 DAYS. 3, ALL STRUCTURAL STEEL DETAILS AND CONNECTIONS SHALL CONFORM TO THE STANDARDS OF THE AISC. 4. FOR ALL HIGH STRENGTH BOLTS, HARDENED WASHERS SHALL BE PROVIDED UNDER THE TURNING ELEMENT OF BOLT FOR TORQUING AS REQUIRED. 5. ALL WELDING SHALL CONFORM TO THE STANDARD OF THE AMERICAN WELDING SOCIETY. 6. ALL FILLET WELDS UNLESS NOTED OTHERWISE ON DRAWINGS OR BY TYPICAL DETAILS SHALL BE IN ACCORDANCE WITH AWS D1.1, TABLE 2.2. 7. ELECTRODES FOR ALL FIELD AND SHOP WELDING SHALL CONFORM TO ANSI/AWS D1.1-97. ALL ,WELDS NOT SHOWN SHALL BE AWS MINIMUM, 8. ALL BEAMS AND GIRDERS SHALL BE CAMBERED AS INDICATED ON STRUCTURAL DRAWINGS. 9. STEEL BEAM BEARING ON MASONRY SHALL HAVE MINIMUM OF 8" BEARING AND ANCHORS AS SHOWN ON THE DRAWINGS. IT SHALL ALSO HAVE SOLID MASONRY OR TILE FILLED MORTAR FROM STEEL BEARING TO GRADE BEAM.BELOW. 10. ANY TEMPORARY SHORING OR BRACING DURING THE CONSTRUCTION PHASE BEFORE COMPLETION OF CONNECTION AND POURING OF FLOOR SLAB IS THE .RESPONSIBILITY OF THE CONTRACTOR, CONCRETE 1. ALL CONCRETE REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60 EXCEPT WHERE NOTED, ALL REINFORCING BARS WELDED TO A STEEL SECTION SHOULD BE OF WELDABLE GRADE 40. 2. CONCRETE IN THE FOLLOWING AREA SHALL HAVE SAND AND GRAVEL AGGREGATE TYPE ► PORTLAND CEMENT AND DESIGNATED COMPRESSIVE STRENGTH (F'C) IN 28 DAYS: DRILLED PIERS ............................... 4000 PSI FOOTINGS, GRADE BEAMS .............. 4000 PSI SLAB -ON -GRADE ........................... 4000 PSI 3. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185, 4. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI PUBLICATION 315, LATEST EDITION. 8 5. ALL MIXING, TRANSPORTING, PLACING AND CURING OF CONCRETE SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE AMERICAN, CONCRETE INSTITUTE. 6. CONCRETE PROTECTION FOR REINFORCEMENT OF POURED -IN -PLACE MEMBERS: FOOTINGS ................. 3 IN. SLAB ON GRADE...... 1 IN. TOP GRADE BEAMS......... 1-1/2 IN. TOP, 3 IN. BOTTOM, 2 IN, SIDES DRILLED PIER........... 3 IN. 7. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE POURS, ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS WITH VERTICAL BULKHEADS, WHEN A BEAM INTERSECTS A GIRDER AT THIS POINT, THE JOINTS IN THE GIRDERS SHALL BE OFFSET A DISTANCE EQUAL TO TWICE THE WIDTH OF THE BEAM, THE LOCATION OF CONSTRUCTION JOINTS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ADDITIONAL REINFORCING AT CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE ENGINEER. 8. ALL "CONTINUOUS" REINFORCEMENT SHALL HAVE MINIMUM LAP OF "B" TYPE (ACI 318-95, SECTION 12.15.1) AT SPLICES UNLESS NOTED OTHERWISE. 9. ALL LAPS IN WWF SHOULD BE ONE MESH PLUS TWO INCHES AT SPLICES, 10. PROVIDE STANDARD (IF GALVANIZED, SPELL OUT AREAS) BAR CHAIRS WITH PROTECTIVE TIPS AND. SPACERS AT 5'-0" CENTERS FOR ALL SLABS AND BEAMS ABOVE GRADE. PROVIDE 3" X 6" X 20 GAGE SHEET METAL BAR CHAIRS AT 4'-0" MAXIMUM CENTERS EACH WAY FOR ALL TOP REINFORCING FOR SLABS ON GRADE. 11. REINFORCING BARS MAY NOT BE WELDED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. 12. WITHOUT PRIOR APPROVAL OF THE ENGINEER, ALL FOOTINGS AND CAPS SHALL BE POURED MONOLITHIC. 13. VAPOR BARRIERS IF REQUIRED BY THE SOIL REPORT OVER PREPARED BASE MATERIAL, PROVIDE MEMBRANE COMPLYING WITH ASTME1745, CLASS 'A'. USE MINIMUM 10 MILS THICKNESS. JOINTS, PIPE BOOTS AND OTHER PENETRATIONS SHALL BE SEALED WITH MANUFACTURER'S STANDARD TAPE INTENDED FOR SUCH USE. PRECAST STRUCTURE 1. MATERIAL. CONCRETE (ALREADY SPECIFIED) PRECAST HOLLOW CORE PLANKS STONE AGGREGATE F'C = 5000 PSI © 28 DAYS PRECAST PRESTRESSED CONCRETE HOLLOW CORE PLANKS F'C= 3500 PSI TRANSFER REINFORCEMENT (ALREADY SPECIFIED) STRUCTURAL STEEL (ALREADY SPECIFIED) WWF MESH (ALREADY SPECIFIED) 2. CLEAR COVER TO THE PRESTRESSED STRAND: UNLESS OTHERWISE SPECIFIED BY THE PROFILE OF THE PRESTRESSING STRAND, THE CLEAR COVER' TO THE STRAND SHALL BE A MINIMUM OF 1" FROM THE SURFACE OF FINISHED CONCRETE. 3. 7-WIRE STRAND FOR PRESTRESSING SHALL CONFORM TO ASTM A416. MINIMUM ULTIMATE STRENGTH SHALL BE 270 KSI, WIRE SHALL BE STRESS RELIEVED, CLEAN AND FREE FROM CORROSION. 4. ALL NEOPRENE RUBBER BEARING PADS SHALL BE MANUFACTURED FROM 100 PERCENT VIRGIN STOCK AND SHALL HAVE A MINIMUM OF 70 DUROMETER HARDNESS UNLESS NOTED OTHERWISE, 5. WITHOUT PREVIOUS. APPROVAL OF THE ENGINEER, POWDER DRIVEN FASTENERS WILL NOT BE PERMITTED UNLESS IT CAN BE SHOWN THAT THE FASTENERS WILL NOT SPALL THE CONCRETE AND ARE LOCATED SUCH AS TO AVOID THE TENDONS AND THE REINFORCING STEEL. TILT -UP WALL PANELS 1, TILT -UP WALL PANELS SHALL NOT BE LIFTED UNTIL THE CONCRETE REACHES MINIMUM STRENGTH OF 2500 PSI, THE 28 DAY STRENGTH OF NORMAL WEIGHT CONCRETE SHALL BE 4000 PSI, LOCATION OF THE PICK UP POINTS, IF NOT SHOWN ON STRUCTURAL DRAWINGS; SHALL BE DETERMINED BY THE CONTRACTOR. THE LOCATION OF THE INSERTS AND ADDITIONAL STEEL REQUIRED TO WITHSTAND LIFTING STRESS SHOULD BE PROVIDED BY THE CONTRACTOR AND IS SUBJECT TO THE ENGINEER'S APPROVAL. 2. WHEREVER INDICATED ON DRAWINGS, STRONG BACK FOR LIFTING OF PANELS SHALL BE PROVIDED. IF THE CONTRACTOR ELIMINATES THE STRONG BACK, THE REVISED METHOD OF LIFTING IS SUBJECT TO THE ENGINEER'S APPROVAL AFTER SUBMISSION OF CALCULATIONS FOR AN ALTERNATIVE METHOD BY THE CONTRACTOR. 3. BEFORE COMPLETION OF BOTH GROUND FLOOR AND ROOF STRUCTURE, THE TILT -UP WALL PANELS SHALL BE ADEQUATELY BRACED BY THE CONTRACTOR TO WITHSTAND CONSTRUCTION LOADS AND LATERAL FORCES DUE TO WIND. 4. ALL EXPOSED CONNECTIONS (PLATES, ROLLED SECTIONS, ANCHORAGE DEVICES, ETC.) SHALL BE HOT DIP GALVANIZED. 5. ALL THREADED INSERTS SHOWN ON THE DRAWINGS SHALL BE OF TYPE SPECIFIED OR EQUIVALENT IN LOAD CAPACITY. 6. ALL EXPOSED STEEL AT OR.BELOW GRADE SHALL BE ADEQUATELY PROTECTED BY COVERING WITH CONCRETE (3" MIN. COVER) OR BY OTHER PERMANENT MEANS AS APPROVED BY THE ENGINEER. MASONRY 1. HOLLOW LOAD BEARING MASONRY UNITS SHALL BE GRADE N UNITS CONFORMING TO THE ASTM DESIGNATION C90 AND IN ADDITION THE REQUIREMENTS OF THE QUALITY CONTROL STANDARDS OF THE CONCRETE MASONRY ASSOCIATION. 2. MASONRY UNITS SHALL HAVE BEEN CURED FOR NOT LESS THAN 28 DAYS WHEN PLACED IN THE STRUCTURE. 3. MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO OF 1 PART PORTLAND CEMENT, 1/4 PART MINIMUM OF 1/2 PART MAXIMUM LIME PUTTY OR HYDRATED LIME, DAMP LOOSE SAND NOT LESS THAN 2-1/2 AND NOT MORE THAN 3 TIMES THE SUM OF THE VOLUMES OF THE CEMENT AND LIME USED, AND SHALL CONFORM TO ASTM DESIGNATION C270. 4. GROUT FOR POURING SHALL BE OF FLUID CONSISTENCY AND MIXED IN THE RATIO BY VOLUMES, 1 PART PORTLAND CEMENT, 2-1/4 PARTS MINIMUM TO 3 PARTS MAXIMUM DAMP LOOSE SAND WHERE THE GROUT SPACE IS LESS THAN 3 INCHES IN ITS LEAST DIMENSION. 5. FLUID CONSISTENCY SHALL MEAN THAT CONSISTENCY AS FLUID AS POSSIBLE FOR POURING WITHOUT SEGREGATION OF THE CONSTITUENT . PARTS. 6. HYDRATED LIME SHALL CONFORM TO ASTM C207. QUICK LIME SHALL CONFORM TO ASTM C5. 7. AGGREGATE FOR MORTAR SHALL CONFORM TO ASTM C144. AGGREGATE FOR GROUT SHALL CONFORM TO ASTM C404. 8. THE USE OF ADMIXTURES WILL NOT BE PERMITTED IN THE GROUT OR MORTAR UNLESS SUBSTANTIATING DATA IS SUBMITTED TO AND APPROVED BY THE STRUCTURAL ENGINEER OR THE ARCHITECT. LIGHTGAGE METAL STUDS AND JOISTS 1. THE LIGHTGAGE METAL JOISTS AND STRUCTURAL LOAD BEARING METAL STUDS WITH ALL THEIR ACCESSORIES SHOULD CONFORM TO THE SPECIFICATIONS OF THE LATEST AISI SPECIFICATION, 1986 EDITION. 2. THE WELDING OF LIGHTGAGE METAL STUDS AND BEAMS SHOULD CONFORM TO THE LATEST AISI SPECIFICATION. 3. ALL LOAD BEARING METAL STUDS ARE DESIGNED AS BRACED BY SHEATHING OR WALL MATERIAL ABOUT ITS WEAK AXIS OF BUCKLING. THE WALL MATERIAL AND ITS ATTACHMENTS TO THE STUDS SHOULD BE IN ACCORDANCE WITH SECTION 5 OF THE SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS, THE SUPPORTED FLOOR SHOULD NOT BE POURED UNTIL SUCH TIME AS THE BRACING MATERIAL IS ALREADY IN PLACE. 4. ALL COLD ROLLED JOIST DESIGNATIONS ARE IN ACCORDANCE WITH THE MANUFACTURING CATALOG OF DIETRICH, LATEST EDITION. Dole� Desctiption 04-10-06 FOUNDATION PERMIT 05-02-06 INTERIM REVIEW SET [__T06_ 06-01-06 FINAL CONSTR. DOC.COORDINATION SET 06-14-06 FINAL REVIEWCONST..D000MENTS30-06 FOR CONSTRUCTION CM ENGINEERS, INC. 170D WEST LOOP SOUTH SUITE 830 HOUSTON. IENAS 77027 (713) 629Ar1982 FAX (713) 629-7772 Pei if M. 54603 Date: 06-30-06 Project No. - Drawn By. TN Checked By. _ TS Sheet Title: GENERAL NOTES Drowing No. so. D v D 4 d OR 2 1 /2" MIN. 90° HOOK 180DHOOK NOTE: - FOR "D" ETC. SEE CRSI HANDBOOK GOVERNING EDITION, MAX. OFFSET BEND PRINCIPAL REINFORCING BAR DIA MIN. D #3 1 1/2" #4 2" „ #5 21/2 TIE OR STIRRUP SEISMIC STIRRUP/TIE NOTES:- 1. ALL BENDS SHALL BE MADE COLD. 2. #14 AND #18 BARS SHALL BE BEND -TESTED AND APPROVED PRIOR TO BENDING. BAR BENDS r� 'B' SPLICE L OR EQUIV. U _ L1C14,PWS ST HO 0 3" MIN, US ST HOOK 01 L_4.L_�. V %A t/ \ SEE SCHEI FOR DIA. VERT. REINF. SEE SCHED. TIES -SEE SCHED. I I ELEVATION OF 3" TYP. FOR EIKDMENT LENGTH BE CHEDULE OR SOIL REPORT TYPE -:3 T Y P D I L L E D P I E R 4 SHAFTS WITH BOTH NSION AND DOWNWARD LOAD 'B' SPLICE OR EQUIV. D E T A I L 0000 B' SPLICE 91z fOR EQUIV. n 0 TYPE - 4 \ SEE SCHED FOR DIA. VERT. REINF. B' SPLICE SEE SCHED. OR EQUIV. TIES 1 3" TYP. 12ELEVATION 'ldh,' TENSION DEVELOPMENT (EMBEDMENT) LENGTH FOR STANDARD END HOOKS (GRADE 60 BARS -NORMAL WEIGHT CONCRETE -GENERAL USE) ldh 2" IN. 2" MIN. COVER ON Idh COVER EXPOSED SURFACES. (*) INCREASE Idh INCREA DIMENSION IF NECESSARY.(*) STANDARD 90' HOOK STANDARD 180' HOOK SIDE COVER > 2 1/2"(*) SIDE COVER > 2 1/2"(*) BAR f'c=3000 psi f'c=4000 psi fc=5000 psi f'c=6000 psi fc=8600 psi SIZE ldh ldh ldh ldh ldh # 3 6" 6" 6" 6" 6" # 4 81, 7" 6" 6" 6" # 5 loll 9" 8,, 7" 6" # 6 1'-0" loll 91• 91• 7" # 7 l'-2" 1'-011 11" loll 91• # 8 l'-4" l'-2" 1'-0" 11" loll # 9 11-6" l'-3" 1'-2" 11-1" 11" # 10 V-8" l'-5" 11-4" 1'-2" 1'-0" # 11 11-101' 1'-7" l'-5 1'-4" V-1" NOTE: (*) WHEN EITHER SIDE OR END COVER IS .SMALLER THAN THESE NUMBERS, MULTIPLY 'Idh' BY 1.4 . TENSION LAP SPLICES - CLASS -B FOR TOP & BOTTOM BARS (GRADE 60 UNCOATED BARS- NORMAL WEIGHT CONCRETE) BAR f'c=3000 psi f'c=4000 psi f'c=5000 psi f'c=6000 psi f'C=8000 psi SIZE TOP BOT. TOP BOT. TOP BOT. TOP BOT. TOP BOT.. # 3 2'-4" 1,-9" 2'-0" 1'-6" 1'-10" 1,-5" 1'-81, l'-4" 1'-5") 11-4" # 4 3'-1" 2'-4" 2'-8" 2'-l" 2'-5" 1'-10" 2'-2" V-8" 1'-1111' V-5' # 5 S10" S-0" 3'-4" 2'-7" 3'-0" 2'-4" 2'-9" 2'-l" 2'-4" 1'-10" # 6 4'-8" 3'-7" 4'-0" 3'-1" 3'-7" 2'-9" 3'-3" 2'-6" 2'-10" 2'-2" # 7. 6'-9" 5'-2" 5'-10" 4'-6" 5'-3" 4,-0" 4'-9" 3'-8" 4'-2" 3,-2" # 8 7'-9" 5'-11" 6'-8" 5'-2" 6'-0" 4'-7" 5'-5" 4'-2" 4'-9" 3'-8" # 9 8'-8" 6'-8„ 7,-6„ 51-9e 6,_9„ 5,—.2" 6,-2„ 4'-9„ 5,-4H 4,-1„ # 10 W-10" 7'-6" 8'-6" 6'-6" 71-7" 5'-10" W-11" 5'-4" 6'-0" 4'-7" # 11 10'-11" 8'-4" 9'-5" 7'-3" 8'-5" 6'-6" 7'-8" 5'-11" 6'-8" 5'-1" NOTE: FOR CLASS 'A' SPLICE (PERMITTED ONLY WHEN NOT MORE THAN HALF THE BARS SPLICED & SPLICES STAGGERED BY THE DISTANCE OF SPLICE LENGTH), USE SAME AS 'ld' = TENSION DEVELOPMENT LENGTH TABLE. - 5 PIPE THRU WALL FOOTING FOR PIPES IN THIS AREA LOWER FOOTING SO PIPES PASS THRU FOOTING WALL FOOTING O BEYOND �i SEE NOTE ; BELOW p 'O D' OF SLEEVE SLEEVE 2" LARGER 'D' + V-6" THAN O.D. OF PIPES NOTE : - FOR PIPES 31-O" OR LESS BELOW FOOTING, PROVIDE SLEEVE AND CONCRETE AS SHOWN; MORE THAN 3'-O" COMPACT BACKFILL OVER PIPE TO 90% PROCTOR DENSITY U.N.O. EXCAVATION PERPENDICULAR TO WALL FTC. ' Id' TENSION DEVELOPMENT LENGTH FOR BEAM,- SLAB & WALL REBARS (GRADE 60 UNCOATED BARS -NORMAL WEIGHT CONCRETE) BAR f'c=3000 psi f'c=4000 psi f'c=5000 psi f'c=6000 psi f'c=8000 psi SIZE IdTOP ItBOT. IdTOP ICBOT, IdTOP IDBOT. IdTOP I 100T. IdTOP UBOT. # 3 l'-9" l'-4" 1'-61, l'-2" l'-5" 1'-1" 1'-31, 1'-0" 1'-111 l'-O" # 4 2'-4" V-10" 2'-1" l'-7" V-10" 1'-5" l'-8" 1'-31, 1'=5" 1'-1" # 5 S-0" 2'-3" 2'-7" 2'-0" 2'-4" 1'-91, 2'-1" l'-7" 1'-10" V-5" # 6 S-7" 2'-Sill 3'-1" 2'-4„ 2'-9" 2'-1" 2'-6" l'-1l" 2'-2" 1'-81, # 7 5'-2" 4'-0" 4'-6" 3'-6" 4'-0" 3'-11, 3'-8" 2'-10" 3'-2" 2'-5" # 8 5'-11" 4'-7" 5'-2" S-11" 4'-7" 3'-6" 4'-2" 3'-3" S-8" 2'-1D" # 9 6'-8" 5'-2" 5-9" 4'-5" 5'-2" 4'-0" 4'-9" 3'-8" 4'-111 3'-2" # 10 7'-6" 5'-10" 6'-6" 5'-0" 5'-10" 4'-6" 5'-4" 4'-1" 4'-7" 3'-7" # 11 8'-4" 6'-5" 7'-3" 5'-7" 6'-6" 5'-0" 5'-11" 4'-7" 5'-1" 3'-11" NOTES: .1. 'TOP' BARS ARE HORIZONTAL REBARS WITH MORE THAN 12 IN. OF FRESH CONCRETE CAST BELOW THE BARS AT THE DEVELOPMENT LENGTH. 2. ' Id' FOR #3 & #4 BARS IN SLAB OR WALL ARE CONSERVATIVE & MAY BE REDUCED TO 0.75 TIMES (FOR #3 BARS) AND 0.94 TIMES (FOR #4 BARS) THE TABULATED VALUES. 3. FOR LIGHT -WEIGHT CONCRETE MULTIPLY THE TABULATED VALUES BY 1.3 . ' lc COMPRESSION DEVELOPMENT LENGTH (GRADE 60 UNCOATED BARS -NORMAL WEIGHT -CONCRETE -GENERAL USE) BAR SIZE f'c=3000 p si f'c=4000 psi f'c=5000 psi f'c=6000 psi f'c=8000 psi # 4 11,. 10.1 91, 91, 911 # 5 1'-2" 1'-0" 11" 11'1 11" # 6 1'-5" 1'-2" 1'-2" 1'-2" V-2" # 7 l'-7" 1'-5" 1'-4" 1'-4" 1'-4" # 8 1'-10" 1'-7" 1'-6" V-6" l'-6" # 9 2'-111 1'-10" 1'-81, 1'-8" 1'-8" # 10 2'-4" 2'-0" 1'-11" 1'-11" 1'-11" # 11 2'--7" 2'-3" 2'-2" 2'-2" 2'-2" # 14 3'-1" 2'-8" 2'-7" 2'-7" 2'-7" # 18 4'72" 3'-7" 3'-5" S-5" 3'-5" 10'-0° GROUND LINE 'o -- BACKFILL� — PER SPECS 7RENCHI N FOOTING 2' 0" 2. EXCAV. MIN, 1 BOTTOM OF EXCAVATION SLOPED SHALL NOT \ 1 I x w EXTEND BELOW THIS LINE \i2 I z COMPACTED TO 90% DENSITY tO� NOTE :- MAINTAINING STABILITY OF SIDES OF EXCAVATION BY TEMPORARY SHORING SHEATHING OR BY PROVIDING PROTECTIVE COVERING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. EXCAVATIONS PARALLEL TO WALL FOOTING escription F OUNDATION PERMIT NTERIM REVIEW SET INAL CONSTR. DOC. OORDINATION SET INAL REVIEW ONST. DOCUMENTS 06-30-06 1 FOR CONSTRUCTION O ocv �< O � r0 l ) �1r�le V O CM ENGINEERS, INC. 1700 WEST LOOP SOUTH SUITE WO HOUSTON. 77017 (713) 620- 81 FAX (713) 629-7772 �t E F ...... ........ TAUQIR M. SHEIKH .......................... �1 .p 54603 p:•�2�i� Dale: 06-30-06 Project No. Drawn By. TN Checked By. - TS Sheet Title: TYPICAL DETAILS Drawing No. /\) S ®102 Revieions s _ 18T POUR 2ND POUR__ #3 0 18 1 -0 1 -0 REBAR OR WWF _ SEE PLAN O SEE SOIL REPORT VAPOR BARRIER & COMPACTED FILL - SEE SPECS & SOIL REPORT, . NOTE:- THE SLAB POURS SHALL BE NEARLY AS SQUARE AS PRACTICAL AND SHALL BE WITHIN 1,600 AND 2,000 SQ. FT. PER POUR. USE SAW CUTTING DETAILS AS SHOWN IN SLAB ON GRADE - TYPICAL CONTROL JOINT. COORDINATE LOCATION OF CONTROL JOINTS AND CONSTRUCTION JOINTS WITH ARCHITECTS. SLAB ON GRADE CONSTRUCTION JOINT SLAB DEPRESSION NOT GREATER THAN 9" TYP, SLAB ON GRADE DEPRESSION DETAIL BLDG. WALL (CO CLOSURE WALL - WHERE CLOSUR ARE REQUIRE 8" THICK L BOTT: BAR 3/4" X 6" KEY 1/4" WIDE SAW CUT OR 1/8" WIDE TOOLED JOINT 1/4t (1 1/4"MAX. WITH 1/4" MAX: EDGE RADIUS. ���� r' BASE PLATE CONTROL JOINT STEEL COLUMN AROUND COLUMN 1/2" WIDE X 1/2" DEEP VAPOR BARRIER CUT ALTERNATE SEE SOIL REPORT SLAB ON GRADE WWF OR BAR CONTROL JOINT II NOTES: - M Z VAPOR BARRIER 1. LOCATE THESE JOINTS AT SUCH INTERVALS THAT MAXIMUM SLAB AREA ( SEE SPECS. BETWEEN THESE JOINTS DOES NOT EXCEED 400 SQ. FT. UNLESS LOCATIONS ARE' SPECIFICALLY SHOWN ON STRUCTURAL PLANS. PIER CAP OR FOOTING SLAB TURN DOWN TO PROVIDE 2. SAWCUT MUST BE MADE WITHIN 12 HOURS OF PLACING OF CONCRETE. #4 DOWELS AROUND I 3" COVER ON COLUMN AND BASE PLATE AT 12° O.C. I BASE PLATE (NOT TO EXTEND BEYOND CONTROL JOINT) 2 __SLAB ON GRADE - TYP CONTROL JOINT r- SLAB ON GRADE CONTROL JOINT U AROUND STEEL COLUMN 2-#4 CONT. - —rr rr X #4012" t _D 2 rr rr arr • vo 8° tMIN. SLAB DEPRESSION GREATER THAN 9. BUT NOT GREATER THAN 18" TYP. SLAB ON GRADE DEPRESSION DETAIL �v FIN: CONCRETE SLAB SEE PLAN TOP/PIER OR PIER CAP ELEV. _ SEE PLAN — 2'-0" TYP. 1 5'-0" MAX. IIII III) o 2 -0 MIN. I 2-#4 X 3'-0" 5'-0" MAX. I AT EACH CORNER N 3"4 PIPE SLEEVE 2'-0" MIN. ♦♦ I X 1'-O" LONG —`—W i711' — — — — — —� ---' ~FOR BOLT SIZE SEE ♦ ♦ x ELEVATION COLUMN SCHEDULE RECTANGULAR OR I I ♦ 3% GROUT HOLES TYP. ROUND OPNG• i o 0 n `♦I I //i 1`� e 1` Y AWS MIN. U.N.O. N' DIM IS ALWAYS ORIENTED ? I I d PARALLEL TO 'd' \°' 1 PLACE 1/2 CUT BARS N ON EA. SIDE OF OPNG. PLAN Iv OPENING IN SLAB ON GRADE - TYP. COL. BASE PLATE. & ANCH. BOLT DETAIL 18" TAIL FIN. GRADE OR PAVING - SEE PLAN 2-#4 MO. p. 1=1 1= oLZ T=1 I ITI=1 ICI ��BMIN, '�A TYP. SLAB EDGE FOR SLAB ON GRA CONCRETE INERTIA BLOCK W/#4 0 12" E.W. U.N.O. 6"MIN, z ANCHOR BOLT z • M FIN. Ffl LR. J • x CJ I=1 I I=1 I I I III I I I=1 i t=I 1/2" COMPRE LE #4 0 12" EA. WAY MATERIAL A AROUND TYP. U.N.O. NOTES: - 1. FOR DIM ION AND LOCATION OF PADS S MECHANICAL AND E TRICAL DRAWINGS. 2. CO INATE LOCATION OF ANCHOR BOLTS AND LATOR IN ALLATION WITH THE SUPPLIER. 8 CO RETE BASE AND SLAB FOR EQ MENT ■ Rev. Dale Description 04-10-06 FOUNDATION PERMIT 05-02-06 INTERIM N ERIM REVIEW SET. 06-01-06 FINAL CONSTR. DOC, COORDINATION SET' 06-14-06 FINAL REVIEW CONST. DOCUMENTS' 06-30-06 FOR CONSTRUCTION U r CBM ENGIN EFISr INC. 1700 NEST LOOP SOUTH SUITE 5M 06-30-06 Project No. Drawn By. TN Chocked By. TS Sheet Title: TYPICAL DETAILS Drawing No. - Avikk ■ . I Revisions 90' BEND HOOK 4-#5 MIN. OR 4 BARS VERTICAL WALL REINF. WHICHEVER IS GREATER PLAN AT CORNER r2-# 6 U.N.O. PLAN AT INTERSECTION L01 �ALT. BEND PLAN AT CORNER PLAN AT INTERSECTION TYPICAL WALL OR BEAM CORNER BAR PLACING DETAIL UNDERSIDE OF I SEE BRACE DETAIL AT TOP OF WALL STRUCTURE —� SCHED. REINF, IN FILLED CELLS HORIZ. REINF. DUR-O-WAL (OR EQUAL) AT 16" ON CENTER W/2.1 FOR 6" & 8" WALLS W/2.8 FOR ALL OTHERS CLASS 'B' SPLICE OR 2'-0" MIN. unurvlrin-n ir, nnr ATrn 0 z 0 2-# 5 X 4'-0- EA. CORNER, EA. FACE BARS INTERRUPTED BY OPENING 9 LINTEL REINF : TOP OF WALL 2-#6 FOR OPNGS. LESS THAN 5'-ON WHERE EXTENSION IS NOT POSSIBLE U BARS TO MATCH 2-#7 FOR OPNGS. 5' 1" TO 7'-0" EXTEND BARS AS FAR AS POSSIBLE WALL REINF. U J � W > A 2'-0' MIN, ow z Ln U J d W (n W > 2-#5 a ND HOOK - TYP. STD. HOOK TYP. WALL REINF. m n (n a [n ¢ J � C. a It LINTEL REINF, W o V) FLOOR LINE SINGLE MAT DOUBLE MAT SECTION - LINTEL AND TOP OF WALL HORIZ LAP TYP. WALL REINF. NOT SHOWN TYP. WALL REINF. SPLICE-C SS 'B' SEE WALL ELEVATIONS OR SECTIONS STD, HOOK 3„ 1/2 NUMBER OF BARS INTERRUPTED BY OPENING PLUS ONE. TYPICAL NOTE :- EXTEND VERT. BARS FLOOR TO FLOOR, ON EACH FACE OF OPENING. STANDARD HOOK WHERE MIN OR FLOOR TO ROOF WHERE OPENING EXCEEDS ^ EMBEDMENT NOT POSSIBLE 4'-0" IN WIDTH. 2-#5 MIN, 2-#5 MIN. 2'-0" MAX, U.N.O. SINGLE MAT DOUBLE MAT TYP. ADDL. BAR PLACING DETAIL MIN. REINF. AT CONCRETE WALL OPENINGS PLAN -JAMB OR END OF WALL CAL REINFORCEMENT 2 FOR WALL OR SLAB OPENINGS VERTI WALL INTERIOR EXPOSURE EXTERIOR EXPOSURE HEIGHT THK. „ „ „ „ „ „ OF WALL 6 8 10 12 10 12 0 TO 5'-01, - - #4@32" #4@32" #4@32" #4@24" #4@32" #4032" #4@32" 5'-1" TO 10'-0" - - 44@32" #4@32" #4@32" #4@24" #4@32" #4@32" #4@32" 10'-1" TO 15'-0" #4@24" #4@32" #4@40" #4@32" #4@8" #4016" #4@16" #5@24" 15'-1" TO 20'-0" - - #4@24" #4@32" #4@32" - - #4@8" #4@8" #5@24" 20'-1" TO 25'-0" - - - - #4@32" #4@24" - - - - - - #5@16" 25'-1" TO 30'-0" - - - - - - #5@24" - - - - - - #5@8" NOTES :- DOWELS TO MATCH VERT: REINF. 1. SEE ARCHITECTURAL DRAWINGS FOR THICKNESS AND LOCATION OF CMU WALLS. 2. THE MAXIMUM HEIGHT OF WALL SHOULD BE LIMITED TO THE HEIGHT SUPPORTED SLAB OR BEAM SCHEDULED ABOVE OR h/t ; (HEIGHT/THICKNESS RATIO) AS SPECIFIED BY a, N PREVAILING BUILDING CODES. i 3. ALL EXTERIOR WALLS ADJOINING TO THE EXISTING STRUCTURES SHOULD BE N REINFORCED TO EXTERIOR EXPOSURE WALLS, ALL EXTERIOR EXPOSURE WALLS ARE DESIGNED FOR 25 PSF. OF WIND PRESSURE. 4. THE HORIZONTAL REINFORCEMENT OF THE INTERIOR UNREINFORCED WALLS 1-#4 CONT. CAN BE OMITTED. 5. SEE "MASONRY" GENERAL NOTES ON SHEET...... ,TYPICAL C.M.U. WALL MINIMUM REINFORCEMENT DOWELS TO MATCH -t to DOWELS TO MATCH VERT. REINF., p p VERT. REINF. (ALT. E L DIRECTION OF HOOK) d. to - CONC. CURB WHERE OCCURS m I N N 2_#4 (CONT) (r 0� z 0 0 o� iv -III=_ _ - _• I-1 � I=ll .N�. iv 1- #4 �I1 I I=1 I (=1I 1=11T— I cJ W+6" 12" MIN. CONDITION AT CURB CONDITION AT SLAB ON GRADE TYPICAL CMU DETAILS TOP OF WALL PLATE SEE SCHEDULE LINTEL REINFORCING: 90' HOOK WIDTH OF PLATE FOR REINF. SEE SCHED. 27#5 AT OPENING LESS THAN 5'-0" 2-#6 AT OPENINGS 5'-0" TO T-0"FOR EXTEND JAMB BARS FLR: TO FLR. EQUAL TO WALL FLR. TO ROOF WHEN WIDTH OFTYP. WALL REINF. WIDTH -1/2" FOR OPENINGS GREATER THAN 7'-0"OPENING IS MORE THAN 4'-0" SEE LINTEL SCHEDULE U-BAR TO MATCH DOWELS WELDED TO WHERE EXTENSION IS VERTICALS a TOP OF STEEL PLATE IMPOSSIBLE, EXTEND. . BARS AS FAR AS LINTEL REINF: dilli POSSIBLE & HOOK TYP. 41 „ SINGLE LAYER DOUBLE LAYER 40 BAR DIA. OR 2-0 WALL B LINTEL &TOP OF WALL WHICHEVER IS GREATER-7 REINF. 2-#5 VERT-UPTO 7'-0" STD. HOOK WHERE 2-#7 VERT-7'-0" TO 12'-0" EMBEDMENT NOT POSSIBLE PROVIDE LEVEL SURFACE FOR UNIFORM BEARING AT STEEL U-BAR MATCH BEAM LINTEL HORIZONTALS DOWELS TO MATCH 90' HOOK 40 0 LAP JAMB BARS (TYP.) ELEVATION TYP. WALL REINF. SPLICE SINGLE LAYER DOUBLE LAYER A JAMB OR END OF WALL MINIMUM REIN_F.AT CMU WALL 11�OPENING m C LINTEL SCHEDULE SPAN V BEAM REMARKS I PLATE 10'-1" TO 12'-O" W8X15 + 1 4 PLATE NOTE:- FOR THE SPAN GREATER THAN 12'-0" NOTIFY ENGINEER TO DESIGN SPECIAL LINTEL AND REINF. AROUND OPENING. FILLED CELL OR BOND BEAM � J ¢ z p — z N 4 CONCRETE OR MASONRY ANCHOR BOLT (A.B.) NOTE: - MINIMUM BOLT SPACING SHALL BE 12 BOLT DIAMETERS WITH A MIN. EDGE DISTANCE OF 6 DIAMETERS BOLT SIZE EMBEDMENT 1/2 .1 4" 5/8" 5" 3/4" 6" 6 BOLT EMBEDMENT INTO CMU WALL NOTE: LIGHT POLE ANCHOR BOLTS MUST BE INSTALLED WITHIN DRILLED PIER REINFORCING CAGE. v w O t- ¢ 3 _5 w Li ' Z W =. _� ¢w Q J °- w D z o V N I LIGHT POLE REF. ELEC. ' 1 1/2" NON -SHRINK GROUT 2" CHAMFER 1 ADD'L. TIE AT TOP & BOTT. ANCHOR BOLTS REF, MFR. FINISHED GRADE REF. CIVIL II -III -III 2'-0" DIA. LIGHT POLE RTOICAL SECTION DRILLED PIER #4 TIES @ 12" O.C. 6-#6 VERT, REINF, CONTRACT SHALL PROVIDE LIGHT POLE INFORMATION BEFORE DRILLING LIGHT POLE BASES. Rev. Date Description . 04-10-06 FOUNDATION PERMIT 05-02-06 INTERIM REVIEW SET 177106 06-01-06 FINAL CONSTR. DOC. COORDINATION SET 06-14-05 FINAL RENEW CONST. DOCUMENTS -06 1FOR CONSTRUCTION r = ENGINEERS, INC. 170D NEST. LOOP SOUTH M 870 HOUSTON; %AS 77027 (713 ) 62-1 S2 FM (713) a 0-7772. 1- ...1 y� TAUQIR M. SHEIK . /........................../ �l 546030 -' f _ Dote: . 06-30-06 Project No. Drawn By: TN Checked By: _ Sheet Title: TS TYPICAL DETAILS Drowina No FOUNDATION PERMIT INTERIM REVIEW SET FDescription FINAL CONSTR. DOC. COORDINATION SET FINAL REVIEW CONST. DOCUMENTS FOR CONSTRUCTION Q ]JL D o O l O C®M ENGINEERS, INC. 1700 NEST LOW Mai SURE 0J0 Hoes TEr.As 17027 (713) 2e-1982 FM (713) 629-7772 0 I Y TAUOIR M. SHEIKH I........................:.I - I 54603 r� . �s�i Q'AL Dote: 06-3 0-06 Project No. Drown By. TN Checked By. TS Sheet Title: OVERALL FOUNDATION PLAN Drawing No. — y I 11$0'-11 1/4 _ i; iPC7 ss AREA F Revietere ------ I I I (---- — � — ---- _ . J -� I —, _ - �-r---- -- AREA 'B' I -- ---- _---=—_ — -- j-- -- — -- I — -- '— g ! !�----�,P—_ !! i - � ! ( AREA 'A' --, , — -- -- r -- -- -- Ryp6 4Sdo. �' ,Iz,ll I !! !I q I ! .t AREA A N L_ _ _ J.5 I I ! i _ — —__ — I I ! I IAn[H NE _ I 7 /S 1.5 0!, I ; I I .1,•a•�I--- - iI I - L-�I I / I - u .,.�F, LI P6 P5 PC5 I j II - JPI� proC111_ I 0I - ----P52PtC8 as9S m _ ,., 10 ( 1 - 8'-5 3/4" ( 13 51'-10 3/4" I 1 -- 4`/ -4 4 ( ! t 6' lam' 2 -8 ________ (j 9 N' _ N o - n 1I' _ / \ I/ / I t teO _a0' o-Pn�5.�.•r.,;.n, -..�,�••'J., i„ >^'�:,���-_' ,•I I _ I III!Ii i , /` / (--I{ -_—_-_--_--I� --—,__s!I'�!I /—rLt•T �,li`t�_ —t,, �;—' C-1L -:'' — f ,--- —IrI! -- �T ! I—Ii --_ ---\ I -- I(_II!I! I !I ,I !I� _—_7'•:6.— {——� :I.I —::._—_1::7.' �--_:._.: NL 4 $p4 CD C—I!'i --�--! `4I _IiI ��lI _rI (I _.•_(�\_�_ _` __'=—jly !- �=--I ---- pI \/ EISLAB P` � II II IF j I /P" �(I II 73/4 PC13 DEPRESSION , \ I J--Km-j'_R� 2, � IJ =do = 98 Ir/MW— p5 15 P PC5 P�/PCJ1 _y Uts/4�li-1/S1.5 (TYP.) U.N1.0. !�H39'— Q L� �uI �6 49,-6 3/4nv ^ - SLA.�B.D. -PRESSION IFN HATtHEb AREA i_ ��LGbFOLDING 7tL--- 7 .I-\�\ tnl� .......nr.....-..P..~..P..C.—...5..-7...--. ... ...—....—... .— ....—....—..-., ....—.� ........._ -. !II IIiII -{G, •:.:'.... :_.:....:I�!.•8...�.,..- ..L.5;.'�....:�.3%_../....¢:.:.:::.:IP ,.::.:: .::.::IiII II .' I .:.::..:I.:.:.:..1...1:...:.-.. .U......9./.�....:..:.:.:.:.. 7t'ar—B,'z." ` .I -:(.:j.:. : �rvI -7I �'LI u�:.•.... . ._.I 5 ._.—..�....'.T—...—.' /..., +.II -Iy.:?•.7:.!!1 �. t!II II (ip II I ! � -- — I I — ! 'f• j! {I1- III! I Pb fP1, L_/v P0I ' 7 I _ I I PC5 I oo .10 J n—. E. U LEY ...............-w : i:i:i::4i::: xr -- LJj 27 -a 3/ OI< I _ �, F ,-o t n1l �z- ....::_P - - - - — --------� .........::P61 . : I PC5 PC11 PC5CL, � I .t ...-. I PC7 1/51.5 01 —---------..... — JUK B S1.5 ••': ....... .ll TN6 r O I I a .. I II dJII:::r6.:.:..:...:...:....L.............................................._...,..L...S—.......a......................'..........-............,......:... -..:gi..:n.:.:-..:.:.:-...� ..........'..........:....:......r./.....I"...:......:._...':..:...:.�. y4,,'.✓.. .fi..:...:.':...:..:......:...:..':.:.:.:.:.:.:.....:......:::c.�.':..w.:..:....:..:...:....}...:...:.�.....................................T..............................:..:�....J.,.+........................... ..................:.'..:.:.'.:.:...:.J...... ....................................................:.:.:...-.....—......:..-:.:..r.:,.�:. ...........: ....... -..-..t�-..:....... ..' .•�.:.::..::.::..::..::..::..:::.:::.:.T.:..:. � ... .. :: ............:............. ....:.: D S1.5 . fo. -! III �JI F-1 _I. !I 5 �7 Q I - • ..........:...........M' co . .--.— : : : 61. � :r.............•i:p: ...... �.......... I . I:::::j:::.::::::.:::.::.:'.:.:::.:....................................................:::::::::::::::.:::::::::.: ,....:..............I. y.....................;.....:::::::::::.'.{.�.�.�.�.�.���'' '::........ L. ! PC4 �'— _— ! P61 5 f II I IJ,C.4.1.(..... 1_ _........L.. .........�.......... ...I....... } I.. .......\.. ................ ......, .................�j 6..• o __ ra. }........... .t.., ! �I Rev. Dote - Description 04-10 06 FOUNDATION PERMIT 05-02-06 INTERIM REVIEW SET 06-01-06 FINAL CONSTR. DOC. COORDINATION SET 06-14-06 FINAL REVIEW CONST. DOCUMENTS 06-30-06 FOR CONSTRUCTION CBM BNGKIEFIS, INC. 1700 LOOP SOOIe 9117E 600 k060T 7IXA9 7702I (710) 62 -1902 FAX (71J) 629-7772 j TAUOIR SHEIKH ......................... �1� P 54603�/ Date: 06-30-06 Project No. - Drown Iyp TIN Checked Sr. TS Sheet Title: ENLARGED FOUNDATION PLAN AREA 'A' Drawing No. - S 1 • 1 / Y Revisions Rev. Description FOUNDATION PERMIT r04-10-05 INTERIM REVIEW SET FINAL CONSTR. DOC. COORDINATION SET FINAL REVIEW CONST. DOCUMENTS 06-30-06 1 FOR CONSTRUCTION CEM ENGINEEn INC. 1700 WST LOOP SOUTH SUITE S" HOUSTON, TEXAS 77027 (713) 629-49e2 FAX (713) 629-7772 B TAUQIR M. SHEIKH ..................... Dale: 06-30-06 Project No. Drawn By. TN Checked By TS Sheet Title: ENLARGED FOUNDATION PLAN AREA 'B' Drawing No. Revisions See Anchor Bolt Plan See Anchor Bolt Plan See Anchor Bolt Plan 3" 4" 3" _ ¢" Rev. Date Deseriplion " n " „ I n 6" c - 04-10-06 FOUNDATIOM PERMIT 2 2 21Z 2iz Steel Line 22 212. 05-02-06 INTERIM REVIEW SET Steel Line Steel Line Sidewall v J FINAL CONSTR. DOC. Sidewall Sidewall 3 C v 06-01-06 COORDINATION SET ° v FINAL REVIEW d I d w v o 06-14-06 CONST. DOCUMENTS N a v 06-30-06 FOR CONSTRUCTION C> s 6' m m � O (n V N c i N c _ N Sidewall Steel Line 2"J2' /, Sidewall. �' to N Steel Ling \Qjr ^� 1 _oiZ 0-10i2 6" 6" See. Anchor Bolt Plan 6 Base Plate Detail Base Plate Detail Base Plate Detail Base Plate Detail Base Plate Detail Base Plate Detail V Base Plate Detail BP-01 BP-02 �,( BP-03 BP-04 BP- 05 BP-06 BP=07 A. Bolts 3/4"� A. Bolts 1 "0 A. Bolts 1 "Y A. Bolts 3/4" 0 A. Bolts 3/4" 0 A. Bolts 3/4"o A. Bolts 3/4"0 Z 1,-0 8„ 1-0 1'-0 /`p� Steel Line 4" 4" 1�" 4�" 4k" 1�" 3�" 5„ 3�n 1i2" 412" 412 tie" egho ti s Sidewall c v a o = 6, CnI m. m r i I m Alo /j b Srl — N I j c M v O Sidewall V \/ Steel Line c 2'z 212 6 5/6"0 Pipe to 6 5/8"0 Pipe �O vr, �� 3 gSgS O.D. O.D. ` JJJ W See Anchor Bolt Plan See Anchor. I Bolt Plan See Anchor I , Bolt Plan See Anchor C Bolt Plan Base Plate Detail Base Plate Detail Base Plate Detail Base Plate Detail Base Plate Detail BP—t4 �— Base Plate Detail Base Plate Detail BP-09 BP-10 BP-11 BP-12 BP-13 „ BP-08 A. Bolts 1 "0 A. Bolts 1 " 0 A. Bolts 1 "� A. Bolts 1 1 /4"0 A. Bolts 1 "� A. Bolts 3/4 ^^,, A. Bolts 3/4„0 !_ IL s — 1-0 O 6" 11r SP 9hohOr 1 o Steel Line Steel Line 6" r f Endwall Endwall ADO i - d c \� scON Cti ` EP °` i 2" 2" 2�n 2�" `'' q/ic q'yo �O_ .r I _ ^ ------------- Sidewall !; ?/ `p� l; �/ li \O� o /'o ��'° =� ' o Steel Line " Steel Line , 6 b , Base Plate. Detail Base Plate Detail Base Plate Detail Base Plate Detail Base Plate Detail Base Plate Detail . B1-21 Base Plate Detail BP-15 8P-16 BP-17 " BP-18 BP-19 BP-20 A. Bolts 1"e - A. Bolts 3/4"� A. Bolts 1"� A. Bolts 3/4 0 A. Bolts 3/4" A. Bolts 1"� A. Bolts 1 1/4"� 0'-11 8" 1z„ 4" A � � r ' O i N ;ry e q''ch o — m a a 4X4 X 1/4 TUBE ^ o0 Q' (n See Anchor Bolt Plan 2" 2" Steel Line Sidewall noo wEsr om sw0 WE ew C®M �NGIN�E�, INC. 27 1-4 P�`°r See Anchor Bolt Plan iWS)TS2 e2 FOM (713) 629-7772 e Ss COLUMN BASE PLATE AT -0'-6" BELOW FIN. FLOOR —oF Base Plate Detail _ Base Plate Detail q Base Plate Detail BP-25 *........ Base Plate Detail BP-22 BP-23 A. Bo p „ BP-24 � TAUOIR M. SHEIKH A. Bolts 1,>0 A. Bolts 10 Bolts ID �i+ .,p 54603�......�� A. Bolts 3/4 t� CASTER` = DRAWING STATUS ISSUE DATE DESCRIPTION BY CK'D Thereohe n) isenotho a se sealnapp ars yh aFor Approval: A 03-28-06 FOR 100% DESIGN DEVELOPMENT NGA MID -WEST STEEL BUILDING COMPANY record for the overall project These drawings, being For Approval, are by definition not final, and are for conceptual REVIEW ONLY 7301 FAIRVIEW ^ HOUSTON, TEXAS " P.O. BOX 40338 Date: representation only. The! ' purpose Is to confirm proper interpretation of the project ZIP 77041 (713) 466-7788 ZIP 77240 04-10-06 documents. Only drawings issued "For Erector Installation" con be considered as QecD complete Project: HALE —MILLS CONSTRUCTION Project "°' El For Construction Permit: Customer: CITY OF LA PORTE Owner: LA PORTE POLICE Location: LA PORTE, TX Drawn er. For Erector Installation: CAD Dote Scale Phase Building ID Job Number Sheet Number Issue TN N.Ts; A,B,C&D 0104-228664 F2 OF 5 A Checked Br. TS Sheet Title: BASE PLATE DETAILS - Drawing No. S1w2 Revroiolro SPLICE EQUIV. SPLICE EQUIV. SUPPLIED Or 3$0x3"x3/4" SEE SCHED FOR DIA, 3" TYP. .00 CE PIER BARS 'b'-� SCHED. m CE PIER o_ U BARS 'a'- I - SEE PLAN FOR SCHED. CAP WIDTH CAP LAYOUT FOR UNSYMM. CAPS PLAN - PIER CAP DRILLED PIER DETAILS 1/2" = 1'-0" BARS TO MATCH SCHED. GRADE BEAM REINF. B LAP B LAP (TOP) (TOP) 1 t-6" @ #3 TYPICAL DRILLED PIER DETAIL H.4 H:3 1/2" = 1'-0" F.2 51-311 5'_311 /-4-#6 E.F; 75 #7(TOP) 5-#8(BOTT.)__j I #5 n @10" THK. = 3'-0" PC8 3 3/8" 3/8" = 1'-0" S-1" 3'-1" LAP LAP #6 BARS FOR EACH SCHEDULED BOTT. BAR. 1/2" = 1'-O" TYPICAL DETAIL AT GRADE BEAM 3/4" = 1'-0" THK, = 3'-011 PC10 .. 3/8" 1 r-0" DRILLED PIER SCHEDULE MARK SHAFT DIAMETER BELL DIAMETER REINFORCEMENT BOT, ELEV. VERT. TIES P4 1'-44" 4'-0" 4-#6 #3 Q 12" P5 1'-81, 5'-0" 4-#6 #3 @ 12" P6 2'-0" 6'-0" 6-#6 #3 © 12" P7 2'-4" 7'-0" 8-#6 #3 ® 12" PIER CAP SCHEDULE MARK CAP SIZE CAP REINFORCEME T REMARKS WIDTH LENGTH THICKNESS BARS 'a' BARS V PC1 2'-4" 2'-4" 2'-6" 4-#4 4-#4 PC2 2'-4" 3'-4" 2' 6" 5-#4 4-#4 PC3 2'-8" 2'-8" 2'-6" 4-#4 4-#4 Pl 3A 2'-8" 3'-8" 2'-6" 5-#4 4-#4 PC4 2'-0" 2'-0" S-O" 4-#4 4-#4 PC5 2'-4" 2'-4" 3'-0" 4-#4 4-#4 PC6 2'-8" 2'-8" 3'-0" 4-#4 4-#4 PC7 3'-0" 1 S-0" S-0" 5-#4 4-#4 P68 SEE DETAIL 3/S1,3 PC9 SEE DETAIL 4/S1.3 PC10 SEE DETAIL 5/S1.3 PM 4'-6" 4'-6" 3'-0" 7-#5 4-#4 PC12 5'-4" 5'-4" 3'-0" 8-#5 4-#4 PC13 SEE DETAIL 1/S1.4 PC14 SEE DETAIL 2/S1.4 SEE DETAIL 3/S1,4 SEE DETAIL 4/S1.4 SEE DETAIL 5/S1.4 A SEE DETAIL 6/S1,4 SEE DETAIL 7/S1.4 SEE DETAIL 9/S1,4 BEAM SCHEDULE GRADE BEAM MARK SIZE W" X Dn REINFORCEMENT REMARKS TOP BARS BOTTOM BARS FACE BARS STIRRUPS © U.N.O. GBI 18x24 4—#6 4—#8 — #4@10" GB2 18x24 4—#7 2-#8 + 2—#7 — #4@10" GB3 18x24 4—#7 4—#7 — #4@10" GB4 18x24 4—#7 ]2—#B + 2—#7 — #4@10" G135 18x24 4—#7 4—#7 — #4@1ON G86 18x24 4—#6 4—#6 1—#6 #4012" GB6A 18x24 4-#7 3— 10Cx030' 0" 1-#6 #4@12" GB7 32x24 7—#7 3—#8 + 4—#7 1—#6 #4@10" GB7A 32x24 7—#7 7—#8 1—#6 #4@10" G68 18x24 4—#6 4—#8 1—#6 #4010" GB9 18x24 4—#7 2— 8 x024-0" 1—#6 #4@12" GB10 18x24 4—#6 4—#8 1—#6 #4@10" GBiOA 18x24 4—#7 4- 8 CONT, 2— 8 x 24 —0 1—#6 #4@10" GB11 18x24 4—#6 2—#8 + 2-#7 — „ #4@10 EXTEND ALL BARS THRU G812 GB12 18x24 — — — #4@12" SEE GB11 G1313 18x24 4—#6 4—#7 — #4@10" GB14 18x24 4—#6 4_#7 — #4@10" GB15 18x24 4—#6 4—#7 — #4@10" GB16 2424 5—#6 5—#6 1—#6 #4@10" Rev. Dole DescdREVIEW 04-10-06 FOPERMIT 05-02-06 INTEW SET06-01-06 FINTR. DOC,COON SET06-14-06 FINCOUMENTS06-30-05 FOUCTION 0 z k v Ocn d 7— v l 1W X uJ O (J d Lu V I CBM ENGINEERS, INC. 1700 WEST LOOP SOUTH $W E 630 HOUSTON. TEXAS 77027 (713) 9-1982 FAX (713) 629-7772 0 TAUQ SHEI r............ ..... .. ,11 Dale: 06-30-06 Project No. Drawn By: TN' Checked By: TS Sheet Title: FOUNDATION DETAILS Drawing No. S1.3 to I 6—#6(T) - 0 o n 4-#6 E.F. - I I M (D-- PC13 L ' 101-011 16" 7'-0" 1-6e. .. 5-#6(T) 4-#6 E F. , A I co I � � 1 t#55-#7(EB) n@12" \ - 6-#7(B) THK. = 3'-0" 9 � I �. 44#6 E.F. Ln I E9. 7 I PC17 2-#5 CONT. IN BOND BEAM #408" VERT. W/ MATCHING FOR HORIZ, J( REINF. SEE DE #4016" 5012" W/ 6- 3/8" = 1'—O" I o I � o ) � 5 #7(B) F lfl ME @ 12" THK. = 3'-0" 3/8" = 1'-0" ELS (0 WALL AT MECHANICAL YARD 1 /2" y 1 0" 5-#7(B) #5 I(_JI @12" F HK==3- 0° PC14 Inn; _ J -v PC18 b _ PC20 1/2" = 1.-O" PC15 b #7(B) #6 E.F. 1 0 #5 0 ©12" 4-1 i V-1r" wi (_ -u PC19 C7)---L�318- PC16 Dale DescA FOUERMIT 1104-10-06 05-02-06 INTSET .06-01-06 CON SET06-14-06 FINCOM NTS06-30-06 FOCTION CEM ENGINEERS, INC. 1700 WES LOOP SOUTH SUITE e00 HOUSTON. MS 77027 - (710) 62 Ilea FAX 629-7772 ��1ese F !.:................. j TAUQIR M. SHEIKH 54603 Dale: 06-30-06 Project No. Drawn By. TN Checked By: TS Sheet Title: FOUNDATION DETAILS Drawing No. S. i '• I (�j 1 8" 4—#4I I 2—#4 f Q.. I �- 1/ TILT -UP PANEL O I CONC. BRIDGE LEDGE 4 x4A 3/4" = 1'-0" 3/4" COLUMN PILASTER 4-#4 n 11 /S2.3 O' T/ PIER CAP EL. 21.50 1 I 1" SHIM TILT -UP PANEL UNDER CH/ CONC, BRIDGE LEDGE PIER CAP SEE PLAN 3/4" = 1'-0" 5 1/2"6 1/4" 5'-0" POUR STRIP (TYP.) 3/4" = 1'-0" 11" ® DET. 5 --(- -� 1'-3" ® DET. 5A X = 9" @ DET. 513 1 1'-1" @ DET: 5C 1 9" ® DET. 5D 1 I -+ 1 1 i 1'-6" 4." ♦ 0 CL win 1 ¢I I I I I - '0- 08 C5B I 5C 5D q 3/4" = 1'- 5 1 /2" 6 1 /4" FiA 3/4" = 1'-0" 5'-0" POUR STRIP 3'-0" #4@18 DOWELS x l-- #4018" W/ 6_#4 CONT. (11 z,An n 3/4" = 1 r-O l" PILASTER EINF. E.T. 1 5 1 /2" 6 1 /4'( STEEL COLUMN SEE MID -WEST DWG'S. ( ( l CAST PILASTER AND GADE BEAM TOGETHER.. i -- --- �f SEE PLAN #4©18" x 4'-2" DOWELS. -- I T/ PIER CAP EL. 21.50 I IIII 111111 IN II IN II I II u LIU u u IL II II it it Ii II II II II II II 11 II II 1" SHIM II 11 II II UNDER CHANNEL I) II LI I II II II it I 3/4" = 1'-0" 12 3/4 = 1 -0. 3'-1"-GRADE BEAM SEE SCHEDULE DOWELS TO MATCH BOTTOM BARS, (�o -- 5-#5 I IM AT 19 5-#5 �M AT 18 3/4" = 1'-0" 3/4" = 1'-0" K 6 1 4" ( I Revisions Rev. Dale Des0ri pli0n 04-10-06 FOUNDATION PERMIT 05-02-06 INTERIM REVIEW SET 06-01-06 FINAL CONSTR. DOC. COORDINATION SET i 06-14-06 FINAL REVIEW CONST. DOCUMENTS. 06-30-06 1 FOR CONSTRUCTION : CBM ENGINEERS, INC. 1700 WEST LOOP SOUTH SUITE 830 HOUSTON. TEXAS 77027 (710) ONA19M FAX (]13�pIQ9-7771 TAUQIR M.:SHEIKH .r �•. A_ 54603 .c. Q[� Date: 06-30-06 Project No. Drawn By: TN Checked By: TS Sheet Title: FOUNDATION DETAILS Drawing No. 51.E i i 3/4" = 1'-0" J.3 3/4"=.1'-0" 3/4° 1'-0" ILASTER 5 FOR REINF. 3/4" — 1'-0" (3)����3/4- = 1'—O" `t 3/4" = 1'-0" 3/4" = 1'-0" K24" DE BEAN 3/4" = 1'-0" 05-02-05 INTERIM REVIEW SET 06-01-06 FINAL CONSTR. DOC. COORDINATION SET 06-14-05 FINAL REVIEW CONST. DOCUMENTS 06-30-06 FOR CONSTRUCTION �J z kD o� <z o �< (-V �0 0 m �- �� d J O C®M ENGINEERS, INC. 1700 WEST LOOP SOUTH SUITE B30 HOUSTON. IXAS 77027 (713) 629i202 FAX (713) 629-7772 Dale: 06-30-06 Project No. Drawn By: TN Checked ey, TS Sheet Title: FOUNDATION DETAILS Drawing No. ti■ Revisions - . Rev. Dale Descr*"'on 04-10-06 FOUNDATION PERMIT 05-02-06 INTERIM REVIEW SET 06-01-06 FINAL CONSTR. DOC. COORDINATION SET 06-14-06 FINAL REVIEW CONST. DOCUMENTS 06-30-06 FOR CONSTRUCTION. V z 1 1 1 O X �L � 9JJ U� Q J O C9M ENGINEERS, INC. noo xssr poor sau>x sn>E ew xousrax >Exrs non 7 tnaj sz iasz rez {ri�7 seaanx TAUOIR .� SHEIKH Date: 06-30-06 Project No. Drown By: TN Checked By: TS Sheet Title: FOUNDATION DETAILS Drawing No. 5.7 T4'OA4'-0" " 10'-0" L 2'-0" 2'-0" 1'-6" 1'-11". 1'-6" 7'-0" .1'-6". le 1'-1 3 4" 6" 16 20"x18 PILASTER I m --- r � I 1'-6" 7'-0" 1'-6" o — 00 co I' F I I I , BP-oz I tO 3 18"x18" PILAS ER I \ I 24"x18" PILASTER I °o o n 24"x20" PILASTER \ 0I bs is `t I BP-07 o I / \ eIL I M p .. I 4'-6" 24"x18" PILASTER M i L ------ M -- - I Jim TO I BP-18 '�' BP-01 a0 o / - io ( I BP 07 0 1'_6" 20"x18" PILASTER �• 1 1'-0 3'- o �-�-- - N PC10 PC13 PC14 PC15 3/8" 1 O" 2 3/8" = 1 r 0" 3 3/8" = 1 O.. 4 3/8- = 1 r O.. H.2 J.3 VV3 1 16" 16'-6 3/4" r 4'-9 1/2" 1 6' Y ( 1 .6n 8'-0 1/4" 5'-6 1/2" 1'-6n ems, - I O1 � 06 / 1'-0 LID -�-----•.•------- a 0 ( .I 1 BP 03 I WORK POINTS 17 io tj ems, Y. o P-06 inIt DID d GB7 B -14 PC18PILASTER REINF, T/ LAST E.W. �?/ 10" d T/PILASTER n ,� ® EL. 21.50 - - I I CD "n E.1 #sc�s I IM 12 -3 2'-0" 8r_3.. 2.-0„ PC16 PC17 3., 5 54 3/8" 3/8 r = 1'-0" I L i — i 17 0 I / — — �, s Or N I I GB7 . PC19 3/8.. = Revisions M L i 19 1-#4 CONT. 8" BOND BE, W/ 2-#5 CC (TYP.) 8" CMU WALI SEE 4/SO.4 FOR REINF. (TYP.) C SECTION SCALE :3/4" J.3 36'-9 1/2" DETENTION AREA FRAMING PLAN VELS GROUTED #4 DOWELS x 2'-6" -A. H.C.P. GROUTED IN EACH V-5'_ HCP JOINT, W8 W/ 2-#4 DOWELS x 1'-6" WELDED TO BEAM. GROUT INTO HCP JOINTS, 7 SECTION SCALE :3/4" = 1'-0" H.2 7' 1" I 36'-9 1/2' SCALE 1 /8" = 1'-0" WELDABLE #4 DOWELS x .1'-6" GROUTED AT EA. HCP JOINT WELD TO ANGLE, TILT -UP WALL PANELS BY OTHERS FO Sq 4 •. z Z 8" BOND BEAM o a CONT. L 4x4x3/8 PLATE P1 @2'-0" O.C. W/ 2-#5 CONT. WELD TO EMBED. PL'S. (1/2"x4"x0'-10") o o W/ 2-1/2" DIA. 6" CMU WALL 0 0 x 4" LONG HD. STUDS. SEE 4/SO.4 FOR REINF, =Iwo 19) C 0 N IN I N i! mt:l 8" CMU WALL SEE 4/SO.4 FOR REINF. (TYP.) SECTION SECTION SECTION 2 3 SCALE :3/4" = 1'-0" 4 SCALE :3/4" = 1'-0" SCALE :3/4" = 1'-0" W8 BEAM F SEE PLAN �-- BEAM BEARING PL. 1/2"x7 1/2"x1'-O" W/ 2-1/2" DIA. x 4" LONG HD. STUDS. AT BEAM BEARING PROVIDE 4-#5 VERT. ( 2 EA. CELL) IN GROUTED CELLS. SECTION 8 SCALE :3/4" = 1'-0" 9 6" HCP 0000 CONT: L 6x4x3/8 (LLH) PLATE P1 @ 4'-0" O.C. 5 SECTION SCALE :3/4" = 1'-0" . 6 HCP 0000 IN 6" CMU WALL AT SECT, 6 8" CMU WALL AT SECT. 6A 6 6A SECTION SCALE :3/4" = 1'-0" KEY PLAN Rev. Dale DescridONE 04-10-06 FOUMIT 05-02-06 INTEET O6-Oi-O6 COOSETC 06-14-06 FINACONENTS06-30-06 1. FORION C6M ENGINEERS, INC. i]0a T tOaP SE Sm a" H60ST . IE%AS non - (n3) -issz vuc (ia) ers-mz -- D *............... TAUQ M: SHEIKH 41R`' I�FC/STE��'``p' Date: - ' 06-30-06 Project No. Drawn Sr. '.. TN Checked By. TS Sheet Title: PLANK FRAMING PLAN Drawing No. S 2 ■ F save visions METAL BLDG. EAVE HT. 0 to 0 1 V) z I o w w PLATE a N CONT. L 4x4 ROOF SUPPORT DETAIL REF. METAL BLDG. DWG'S, FOR WIND GIRT. PLATE P1 AT 4'-0" O.C. U.N.O. 3/4" = 1 -0" f1/2" PNL. JOINT TILT -UP PANEL 5/16 V v �— BENT PLATE 3/8"x6"x1'-4" 3. TILT -UP --p PANEL B NOTE: BENT PLATE MUST NEST INTO SEAT ANGLE TO ALLOW FOR WELDS. CONTINUOUS ANGLE SLPICE DETAIL DAT PANEL JOINT 5 3/4" = 1'-0" 1/2" JT. fREF. PLAN � W 12 --/ REF. TO METAL BLDG DWG'S. EMBEDDED PL. P2 , e z 0 w w a w ul NOTE: REF. ARCH.. FOR WALL LOCATIONS THAT EXTEND TO ROOF. REF. METAL BLDG. MFR'S. DWG'S. FOR FRAMING COMPONENTS. 9 — — — — — — — — — — — — z 0 L 4x4x3/8 CONT. L' WELD TO EMBED. PL'S. w PLATE P1 AT 4'-0" O.C. 'Lli w U.N.O. N ROOF SUPPORT DETAIL 3/4" REF. METAL BLDG. MFR'S. DWG'S. FOR FRAMING COMPONENTS. ROOF PURLINS L 4x4x1/4 CONT. WELD TO PURLIN STRUTS (EACH SIDE OF WALL), CMU WALL CONNECTION AT ROOF PERPENDICULAR TO PURLINS v 1 3/4" "I "�A1 BLDG. MFR'S. R FRAMING TS. CONT. MBED. PL'S. NT 4'-0" O.C. C3)--R0-0' SUPPORT DETAIL 1 1 REF. METAL BLDG. MFR'S. DWG'S, FOR FRAMING COMPONENTS. ROOF PURLINS L 4x4x1/4 CONT. WELD TO PURLIN STRUTS (EACH SIDE OF WALL) CMU WALL CONNECTION AT ROOF PARALLEL TO PURLINS / 3/4" = 1'-O' PURLIN STRUT--J 0 4'-0" O.C. L 4x4x3/8 CONT. -- WELD TO EMBED. PL'S. PLATE P1 AT 4'-0" O.C. U.N.O. REF. METAL BLDG. MFR'S. DWG'S. FOR FRAMING COMPONENTS. AT 4A NO DECK THIS SIDE OF WALL `'1 z 0 a w W a a LLJ ;� 4A ROOF SUPPORT DETAIL 4 Jl 3/4, _ , I_DII E61' 0 0 s N 22n DWIND GIRT END CONNECTION 8 3/4" F. Dote Description ',.. 06-14-06 FINAL REVIEW CONS DOCUMENTS DOCUMENTS 06-30-06 FOR CONSTRUCTION CBM ENGINEERS, INC. 1700 WEST LOOP SOUTH 5111E 830 HOUSTON. 77027 (713) 6 1982 FM (713 639-7772 OF ......... ........ .. j TAUOIR M. SHEIKH '.. 1............. ......��5� IF• Dole: 06-30-06 Project No. Drown By: TN Checked Br. TS Sheet Title: PANEL SECTIONS AND DETAILS Drawing No./\J S ® • 2 WIND GIRT END CONNECTION 3/4" Revisions 2-#5 TOP & BOTT. (1 EA. FACE (TYP, ALL PANELS) #5 @ 10" O.C, #5 @ 10" O.C. zo HORIZ. TYP, VERT. TYP, 0 (1L) (1L ® PNL, CENTERLINE) J W J W Z a 2-#5 VERT. 1 EA. FACE) uJ TYP. ALL PANELS) a o J Z W PANEL TO SLAB DOWELS g 0 AND BRICK LEDGE DOWELS )n to REF. SECTIONS. F N -- - �10 O 6/52.3 TYPICAL PANEL (TYP.) 1 SCALE: 1/4" = V-0" V) (Wj DOCONC. WALL PANEL v �z o: - +) > <r m REF. 1 /S2,3 EXTERIOR FOR REINF,' FACE e iTYPICAL REINFORCEMENT PLACEMENT 4 TYPICAL DETAIL 2-1/2" DIA. HEADED STUDS ANCHORS. PLATE P1 �1' 0" III 2° 4" 4" 2" EXT. FACE OF PANEL CHANNEL CHI 6 1/4" THICK PANEL (BEARING PLATE) EMBEDDED ITEMS 1/2 '*4 + PLATE P2 ,n -1/2° DIA. HEADED STUDS ANCHORS. w J W Z m � F N—_ — 2 PANEL w/ OPENING SCALE: 1/4" = 170" NOTES: 1. FOR PANEL LEG WIDTH FROM V-3" TO 1'-11" USE 37#5 VERT. W/ #3 TIES ® 10" O.C. U.N.O. 2. FOR PANEL LEG WIDTH FROM 2'-0" TO 4'-0" USE 4-#5 VERT. W/ #3 TIES ® 10" O.C. U.N.O. 3. FOR PANEL LEG GREATER THAN 4'-0" USE TYP. 1 LAYER REINF. W/ ADD'L. 2-#5 AROUND OPENING U.N.O. IS 2" CLR. PLATE 3/8x6"x0'-6" W/ 2-3/4"" DIA. x 4" HD. STUDS (TYP,) �TYP. L 4x4x3/8 x 0'-6" (TYP.) x 52 / D "HDSTUDS (TYP,) '4 x 0'-4" (TYP.) L11 / NOTE: ALL CONNECTIONS SHALL BE ON THE INSIDE FACE OF PANELS. (3 LOCATIONS MIN.) TYPICAL DETAIL SCALE: 1" = 1'-0" 0 a w CONC. WALL PANEL M z TIES REF. DET. 8 lid - CHANNEL SIZE. Cr � it II I1 v a VERT. BARS I) I I I I I X LL 1J .•. W CH1 �t—`�I' SEE PANEL ELEVATION REINFORCEMENT AT PANEL LEG PANEL CORNER TYPICAL DETAIL TYPICAL DETAIL ,y5 �1/2"6 1/4" I I 6-5/8" DIA. HEADED STUDS ANCHORS. 1. DOOR WIDTH DOOR FRAME C6x8.2 W/ 1/2" DIA. x 4" LONG HD. STUDS @ 12" O.C. '1 DOOR FRAME �1/2" PANEL PANEL (TYP,) A roil c of o'X4"x0'-4" (TYP.) LEFT PANEL ONLY 3/16 1/4"x2" PLATE x 0'-6" L 3 1/2x 3 1 f2 x 3/8"x 0'-8, W/ 2-3/4" DIA. x 5 HD. STUDS PANEL JOINT . RIGHT PANEL 3/16 ONLY (PROVIDE AT MID -HEIGHT OF EACH PANEL JOINT) TYPICAL DETAIL SCALE: 1" = 1'-0" ENCASE IN NON-� GROUT WHERE NO 3 L 3x2x1/4 x (GALVANIZED) W/ 2-3/4" E TOP/PIE PANEL CONNECTION DETAIL EMBED. 'CHI' SHIMS NDER 'CH1' FOR BONDING•_,."_ SCALE: 1" = 1'-0" 10 CMU LEDGE DETAIL ALL EXTERIOR STEEL INCLUDING EMBEDS THAT ARE EXPOSED TO WEATHER SHALL BE GAVANIZED. Rev. Date Description 06-14-06 FINAL REVIEW CONST. DOCUMENTS 06-30-06 FOR CONSTRUCTION a CN ENGINEE{ 55, INC. 1700 WEST LOOP SOOTH SUITE e70 HOWTON. TM 77027 '. (713) 629 1962 FAX (713 629-7772 OF 1* .9s* TAUOIR M. SHEIKH �Itgt.p 546D3 ���/i - \` IONA Date: 06-30-06 Project No. Drawn By: TN Checked By. TS Sheet Title: PANEL ELEVATIONS AND DETAILS Drawing No, SCALE: 1" = 1'-0" SCALE: 1" = 1' m K H G F E D C B A 194'-7" 28'-4" 143'-1" 19'-5 3/4" 20'-V 21'-0" UTTERS AND IARCHITE TURAL DOWNSPOUTS- P- REVEA TYP_ 12 METAL P NEL 12 REF METAL BUILDING SEE 6 3 CAN PY-REF METAL INTED CONCRETE 12 DWGS FOR DETAILS ,A3.1 12 TAL BUILDING OR DING DRAWINGS DETAILS NELS I I I II�I 1'FMEBUI METAL BUILDING EVE HEIGHT I ` ( (I ' ?J EAVE HEIGHT 1A7-5/16� f 15'-0" Et'aRr s�.. ❑ CAP STONE _''7 9 d ❑a `=' ��❑❑DER J,f ';-;..� :.t ,Y1TFi_ {. 1 ,-.';}. '.SY L �L .❑❑❑ SINGLE WYTHE 3 YCa SPLIT -FACE 8" CMU REF STRUCTURAL FOR WALL LINES R LS SPLIT -FACE 15'-2" 9'-4" 6'-0' 6'-4" 8'-10" 7'-4" 9'-0. 3' „ 6 -3 SPLIT-F CMU E REINFORCEMENT BEYOND B ND CMU 1 3'-4" 3'-4" 3'-4" 3'-8" 3'-4 3'-4" 3 _ " 3'_4 3 -4" 3'-4" 2' Y.0" P23 P72 P9 P8 _ _ P7 P6 P5 P4 P2 i P6fi . WEST ELEVATION 4 SCALE: 1/16" 0.1 1.1 7 8 9 10 11 12 13 14 15 16 18 19 20 21 1 TT 4 5 6 61'-8" 25'_4» -0 » 15 -2 241' 2" 21'-1 3/4" 22'-5 3/4" 16'-4 1/4" 16'-0" 13'-11" 15'-3" 18'-3" 1T-6 1/4" 20'-6 1/4" 20'-0" 3' 3 3 4" 1'-10 1/4'5'-5 3/4" 19'-0" 20'-7" 20'-7" 20'-10" 20'-11" 14'-0" 1 1 L-8 UVE1R-IRLE STANDINGS REFMETALBUILDING M METAL ROO UILDRI AW INlGl - G� S L-8 LOUVER- EF JJJ REV LS TYP- ARCIIITECTURAL L-8 REVEALS P- PAIN ED CONCRETE MECH DWG FOR DETAILS MECH D"��,NS SEE 6/A3.1 72 MET L PANEL LOWER-R F SE5/A3 PAN LS PAINTED RiETE 3 o:_ 11/16 ,: , Ili MECH DW i I I 1I. S I .I II. I I .I ], II LIII,1 I III ,I1i11 .�i,1� I I iII I I i �I III ILO I II LI III ID II II P I►� I I II'{ I I METAL L HB E ........... ...... III{ ii IC . lNC jiii 1�� I IilIIII , sm 17'-ol L14'-0" 14'-10" 1 16'70" SPLIT -FACE 3'-11 �3•-4� SPLIT FACE CMU 0' CMU p1 P65 P64 P63 REF METAL BUILDING DRAWINGS FOR OVEF SOFFIT DETAILS-TYP n�l��o�dn >- �1�1aL■' 7 -10 1/ " 111�9'-5 1/4 '- 0 /473'-8" 16,-0" 11'-2" 1 9'-4" 3,_4») 3'-4"/ C3,-4„ �3'-4" CMU IT ACE 1'-11" 3'-4"/ 31- 0" P62 P61 P60 P59 P58 P57 SOUTH ELEVATION. j SCALE: 1/16 = 1 -0 O=OL IL I 2 1/4" 3'-4"/ 3. 6„ �3'-4" 3'-4"/ P56 <kg> <k54 P47 P46 2 EAST ELEVATION SCALE: 1/16" = 1'-0" 9 8 7 6 4.9 4.3 1.9 1 1 ���� 1 I ����� 1 '• 1 1 ' • 142X30 LOUVERS-RE1 r- 1 .1 r MECH WGS-! EK.-REF 12 46X3• r • ° _� 4mt8111d�lllnlenn� _ MEC PANEL METAL PANEL 11811mllmllmminlllllllilnnflin1181nllllililll{P'IPr ��III��Il�pl�l�.D 3 �R I� AII����IIIINI�II�IH1��I�tNWII111W11 mlmnnmARCHITECTURAL mlmmll�Hlell��r,mr,..m�.e___ • III•IIuI�pI�iI�I01�lIII�01fl1(D����i�8�1�81�I�II��I�I1a11111�181[I►'�,h.If 1 '� Q�fII11IAIiI�1UiNI11tW�hM!_ NIII�III��IIII�IIN�WI�����II��I�II�II���������Iil��l�l�lli�1111I�I���JIN�ltl1� — — n - -- - DING DRAWINGS �I`FOR �Iil (► I pZ� I �/ /�_I�_1i�__ III' DETAILS •�®®I'' -- �w'�'� ,�,. �. �..' � 1% —_ II ■I��I-�I��I� (I��" �"��■ �� CI � �'!"I��I!'�"���I—I��I�!I'■I rtl�.�..dj7r9� ..y9�(�Q' " ,..- .. . }��'�G y7� �P� ��>.�.'.�,, I�-.w I��IL•L�L�R.#_�d'.id''. �.��4P.X4�'P^n D3PLIT-FAC ,'@�RISf!Q�.����������I�iP1V�.�5 ,yy P.3S� I�.'e;�i (fIIM L.���I�_.—��1:".���'���� - ����I'®II•MlV9"� J3 P33P�4!!1F1�,,.�'4ag19�.�p.�,14Y`�vra'H 4' • ® ® �. a Revreiane Rev. Dole Descdplion 104-10-06 FOUNDATION PERMIT 05-02-05 INTERIM RENEW SET 06-01-06 FINAL CONSTR. DOG. COORDINATION SET 06-14-05 FINAL REVIEW CONST. DOCUMENTS 06-30-06 FOR CONSTRUCTION z o dn Qz Q kill X o� Up Q 111 � � I ~ J O CM ENGINEERS, INC. 1700 WEST LOOP SOUTH SUITE-e30 - HOUSTON. TEXAS 77027 (713) 62tI982 FAX (713) 622-7772 '.. OF qsl j TAU.IR M. SH......" 54603�o p^CISTE� '�2v�i 14i SSA 6�'= Date: 06-30-06 Project No. Drawn By TN Checked Or . sheet True: TS TILT -UP WALL PANEL WALL ELEVATION Drawing No. . ®..i Revisivm E J3__�_+ HJ J(' 1 1.9 4.3 1.1 1 0.1 C D 0.111/4") (-1/4")28-11 1/4" (-1/4") .(-1/4") . (-11/4") 1/4") (-1/4") " (-1/4") -t/4") 19'-5 3[4" i 4" "6 1 4" 19'-10 3/16".6 1/4° (-1/ 4 (01 2") (-i/2") n " "n(-1 2") (-1/2") 20 -3 1/16 23 -0 1-621 -0 20 -0/ 14'-1 3/4" 7'- 3/4" 20'-10 11/16" 3.53/4 6 1/4» 3" " 3" 3 "t200tD I N / A I N N EAVE HEIGHT - t2 11 i ° - 11 16 EAVE HEIGHT ___________ N _ N 0 0 0 °° ' ° D D D D D EL: 40.86 0 ° ° ° ° D 0 ° 0 ° 0 co D D 0 °" 0 m ° 0 ° ° 0 co I 0 D 0 D D Oao 0 ° 0x, 0 0 m D 0 3" 3" 16'-0" 3" 3" °' 16'-0" 20'-0" I 16 -0 �, I 16'-0" I. 16'-0" ( 6 I 16'-0" ° 8'-on 24'-0" —ter m � PL. Pi 0 N.F. i7 ( 4'-0" O.C. o N 'j7�71 n 1`7a 1`7oF71 ` o o ^ (TYP.) U.N.O. ^ ^ o of o I . 1 ' .� �, '�. it 1 I 4E z z I -- FIN. FLOOR - - - - - - - - - - - EL. 23.50 -- -- - - -- ca - -- yr - n -- - - -- l f i 6 6 1/4" 1 — " 6 I.I 4„ 64., , " , " , " , n , n n , " , " - r " „ "3- ,",n ,n-6" 3'-4"6I II,�3 -4 6 -3 3 -4 3 -6 3 -4 9 -0 3 -4 3 -8 7 -4 3'-4 6 -0 3 -4 -0 3 -4 6'— 1 O 2 -0 3 -4 CHI P8 ® P10 (TYP.) U.N.O. ® P2 P3 P4 P5 P6 P7 PANEL ELEVATION PANEL ELEVATION 3 PANEL ELEVATION " SCALE: 1/8" SCALE: 1/8" = 1'-0" SCALE: 1/8 = i -0' 11.2 12.1 13.1 K L 4.3 16'-8 3/4" 4.9 21,_0" 6 20'-10" 7 8 14'-0" 9 '-1 1/2" L L 8'-2 1/4" 10 23'-0 1/4" 13'-11 1/4" 10'-3 3/4„ 28'-4" " " -1 4 (-1/4") L-11 24 x2 12"X12 ( 1/2") (-1/2") P1 0 N.F. & F.F. (-1/2") ( 1/2") SAVE HE HT (-1/2") (-1/4") (1/4") (-1/4) (-1/4) (-1/4") (-1/4") . " a » 4'-3 3/4 (-1/4") (1/ ") 88 x36" (-1/2") " " 21'-7 1/8" 20'-11" 19-1 1/2 KITCHE VENT 4-3 3/4 12'-3 " EL. 38.5 15'-7 5/8 21'-4 6 /4" 28'-4.. 12 T-i i i /4" ,� L-3 g" 6' fill 10 -0 3/4 L-1 L-2 6 i/8' fill ENTRY 3" " '-10 1/2 6 1 4" 3" 6" 42"x36" " 10 1/8 6" 42"x3on 3'-6° 2'- 0» 6,B �1"KHEAD 3" " 1 i 2' 9 1/2 r— " 3" R 24"x24" , ,_ " EAVE HEIGH n 12 12'-0" 1 - ° ° `ol a a " iv N EL. 40.86 - - - --,1 N - - - N ° N N N if ( ' 0- D 0 0 D D D 0 ao D 0 ao ° ° �r 0Oao 0 0 " 0 " 0 ° 0 " 0 ao 0 . 8,°0"ao 0 D 2' 1 1 2" g'-0" 2' 1 1 2" 5" j 4_0^ I t6» 1 1 - �fL— 3 I 20 -o" -� l o '-0 ifi -0 9 1 8 EO. I 16 -0 E0. i. 6 i. 6 1,_ " ° P2 " '-5 �/8" 3 -5�8" 3"n P2 l0 NF 0 NFup�as1'7a M '-010'-8"7_4co I 1`7O I d' .W .11T16'—O e ^ 1' 1 4" 00 o' "r � l T ^ 0 2, 1 I 2'-1 3/8" l FIN. FLOOR_ l - EL. 23.50 -- -- -- -- - i i i � i 9 9 1' 6 1/ " 1 6 /4 1" -41 "3'-6' - S'-2 1/2" 3'- t 2" 3'-4" 8'-4"1'-1 1/2" 3'-4" 9 -2 r 64" 3' 9 1/2" 1' 7 / 6 -4" 2'-1111/4" 2 5 3 4 10'-0 W/#3VT ES 0 10"FACE O C 3'-0" 6'-4" 3'-0" 4'-4" t P12 P13 P14 P15 P16 P17 P18 P19 P20 P21 P22 PANEL ELEVATION I PANEL ELEVATION 5 sCALE: 1/6" = r—o" 14.4 L 17 L 17 18 19 19.7 L M 13.1 14.1 14.4 M L 79'-4" 8'-0. 6 1/41 15'-8" 15'-ll 13/16" 6 1/4" 8`-0" 1 - " 12"xl2" (-1/4") (-1/4") (-i/4") (-1/4") " (-1/2") P1 0 N.F. & F.F. 10'-11 1/4 " 8'-9 3/4" KITCHEN NT 20'76 1/4" 20'-0" 15 -9 3/4 ,_� �i » t0'-2 11/16" 8 -9 3/4 6 1/4" 7'-5 3/4" 9 4" _AVE HEIGH EL. 38.50 3 3" M � ) I I I I FIN. FLOOR r IL - i i II EAVE EL. 31 FIN. EL. P34 P24 P25 P26 6 PANEL ELEVATION m P36 P37 11 PANEL ELEVATION SCALE: 1/8" n ^ I � n I ^ i 1 11 1/4" 12"xl2" 3" " L-4 3 " DRYER VENT 70"x60" a 1 tD ° 0 3"� al 0 0 a O 10 0 16'-0" 16' t :r °O 2' 615 8"3'-7 1/16" 4-#5 VERT. EA. FACE . W/ #3 TIES 0 loll U. P27 P28 P29 P30 P31 7 PANEL ELEVATION E.2 27'-3 1/2" _ (-1/4") (-1/4") 29'-3 1/2" 0 N.F. n., a R, r o. r r 8'-0 1/4" 6 1 /4" 5'-10" 2'40" -4" 10'-6" 1 6'-4" 4 toll P32 P33 5 VERT, EA. FACE #3 TIES 0 10" O.C. Rev. r Date Description 06-01-06 FINAL CONSTR. DOC. COORDINATION SET 06-14-06 FINAL REVIEW CONST. DOCUMENTS 06-30-06 FOR CONSTRUCTION 0 7 O r D O Cn r J W X v Y 1 �U C®M ENGINEERS, INC. nee NEST Loa+ SUUTB SUITE e3a Bast , lEXhS a27 (713) 6 -/992 77(n3) 629-777z *: j TAU M. SHEIKH j I..........................I ���q;•. - 54603 ;ONA Dole: 06-30-06 Project No. Drawn Sr. TN Checked Sr. _ TS Sheet Title: PANEL JOINTS ELEVATIONS Drawing No. 62 ` 19.7 21 30'-8" 6 6 1/4 (-1/2") 30 -1 3/4" (-1/2") ,. 7/8" PL. P1 (N.F.) 1'-0 /8" ® 4'-0" O.C. (TYP.) U.N.O. , EAVE HEIG_H - d _ I _ L-6 I 0 Ip 10 0 46"x32" --_. 00 I I M raj I I I I I I ^ ^ o i i I N I I I i I I N00 FIN. FLOOR - EL. 23.50 7 i 3' 0" 5'-0" 4'-8" 14'-0" 3' 5 3/4 5_#6 VERT. EA. FACE W/ #3 TIES ® 10" O.C. 8-#6 VERT, EA. FACE P40 W/ #3 TIES ® 12" O.C. 4-#5 VERT. EA. FACE W/ #3 TIES @ 12 O.C. PANEL ELEVATION EAVE HEIGHT EL. 38.50 FIN. FLOOR EL. 23.50 P45 P46 15 PANEL ELEVATION SCALE: 1/8" 16 14 13 15 (_1/2") ") 17'-6 1/4" (-1/4) 18'-3" (_1/4") (-1/41 " (-1/4') (-1/4 15 -3 3" \ 3" 3" N 3" 3" O ^ 0 ' w EAVE HEIGHT C-1 _ _ _ EL.36.50 ^ 0 0 0 0 0 0 1' 16- 8'-0" 1' 6 1'-1 1/2" i6'-0" 1' 1' 7 /2" 12'-0" ^ a R ° 1r � FIN. FLOOR_ EL. —23,50 - [S-4- 9'-0 17/16 3'-4" '-5 1 16" �S-4" 8'-7 11/16 3'- P54 P55 P56 EAVE HEIGHT EL. 38.50 FIN. FLOOR_ EL. 23.50 P66 PANEL ELEVATION P41 P42. 13 PANEL ELEVATION 1 20 25'-4" (-1/2") 24'-9 3/4" (-1/2') 6 1/4" iI 6 i rs'—o» s" I I I I M 1 I I I N I I 3' 5 3/4 14'-0" 7'-4" 5-#6 VERT, EA. FACE P44 10-#5 VERT. EA. FACE W/ #3 TIES @ 12" O.C. W/ #3 TIES ® 10" O.C, 14 PANEL ELEVATION. 16 16 PL'S. Pi (NJ. & F.F.) 6'-0 3/4" 10'-8" 6'-0 3/4" PLS. P1 V.F. & F.F.) I �12 R 1 vd, � 1 � PL. P2 i'-3 /4" is 1-0 17'-5 3/4" 6 i/4" 17'-7 1/4" " 7 4" 10 1 2" a N N a ^ v N ^ a0 O00 O .� ;3/4" a ^ i � o v v �+ co � I j I I II 6'-4" -2 6'-0" 31-4" 5'-0" 3'-4" � Pqg P49 P50 P51 P52 P53 U 16 PANEL ELEVATION SCALE: 1/tS 9 8 7 6 5 4 I 11 16r-4 1/4„ 10 22'-5 3/4" 14'-0" 20'-11" -- 20'-7° 20'_7° _ (-1/4") (-1/4") » (-1/4") (-1/4� (-1/ ") (-1/4") 20'-1 1/2" (-1/4) . (-i/4") 23'-9 1/2" 17'-11 1/4" 20'-10 3/4" 14'-9 1/4" (-1/4) (-i/4� 20'-1 3/4" 20-10 21 8 3/4" " L-8 9 4» 1' 1 3/4" 8 4" " L-8 18"x18" 1'- 18"x18" 3" 8" 0 3/40 6° 1/4 6" 15'-6" 3" 3" N 6» 1 " 3» » 6" 1/4» 3„ " ^ P N N N 3 2 5'-5 3 (-i/2") It 0 0 OD 0 0 0 0 0 0 0 4'-O„ » „ » „ — le 6" 12'-0" 1' 6 1' 6" 12 -0 1 6 1 6 12 -0 1 - 1' 6' 12'-0' » 1' 6 1' 6" 8'-0 1' 6 ` 6 12'-0" 1' 6 1' 6"_ 24 -0 12'-0 13/i6" 1 - " P a C. ° O P1`7 O O 1 � tl' O � � � I � � 11—I " � II _ VN 1 `t � -- --1/4" 3•_q° 5 -5 3/4" 3'-4" 9'-7 3/4" 2' 2 3 45 3/4" " 3'-4" - 9•_4^ 3 _q^ ,1-1 11/16 3'-3" 3•-4„ 2. 0„ 3 -4" 0 P� P58 P59 P60 P61 P62 P63 P64 P65 17 PANEL ELEVATION 0 1 Rev.' Oa Description 06-01_06 FINAL CONSTR. DOC. COORDINATION SET 06-14-06 FINAL CONST. REVIEW DOCUMENTS 06-30-06 FOR CONSTRUCTION CIS► ENGWEEM, Inc. 1700 WEST LOCO SWTH SUITE 630 HDUSTON. TEXAS 77027 (713) 629-062 FM (713) 629-7772 I , ........................tea j TAU01R M. SHEIKH 546030..'. J;f �f1'n`••�C/ST�L Dole: 06-30-06 Project No. Drawn Dy: TN Checked 6y'. TS Sheet Title: PANEL JOINTS ELEVATIONS Trowing Ad. S c `) a t A, pEw TSYMBOLS ardi 9 WAX MYRTLE :120.- 4'.-6l'o.c,. CLARA. HAWTHORNE '43 Qmerc,,,u�s.::vil.,rg!:n,i;iana LOROPETALUM. 42 LIVE OAK o DWARF YAUPON 58. A:r%iA-rir%, lAnR,,AlKirmr-M A r-%^, q ............. WiT Elm­�_Nu 6 ;MIGNER, V F11 TMG M0 WW.D'.I. NO flo 3N! 01VIS XvmxIOUW&Nd AL NJ;pwr:Ulvm &McVPA , -WA 4 i'� ZE )m BY E COVID Ft MM , - - 1 -1 - (st pylopoggy AD 5'.' SM, :AW.M S ;QL 7n J 191" M, 3"t. OW , 0% - A 00�� Mot.: b L Al C 0 YO XC T b 00M _.I 0'0=' O�ZMT 'Or -Mum. w WAN butilip s1famo I E i'Llm 'I 'y M _T .0 3 I'M 0 , 0 Z IT kt 's INOTESC ,to "'a L Co TRA OX'SM -%OCA%ZA..LUk k MIMI 00-TO.' z0vdiEk, 9 G, M ow del 0 iWOURIMM"D wamooMW-0, Wilco*UM UM' rp, 66' roAmov. Aw ITT S t, 4 ,T.M-.9 T Ph CO _'4W IS '-L A'tpq 4' 0 #A -oc "- UQ I We xtvj� �w 'p-Two, .0 T 111MM s. r I METRI ho ALL TREES AZ 4- -7 ALL {rr 'rill: - 10 AY z 3•b S.. PTE 13 .... .. ... 1�: ort..- . ....... jm _k, w. REVISIONS EVI ION By 4 0 m DRAWN. 115ZI410 CHECKED DATE 4 SCALE 001 JOB No 4a 12��z '. SHEET OF SHEETS MA . .. ........ i�, J� In 1121C 1:0 IS: S INGL ^ E 4" PVC Alzr-W AO . L;w;w: a�rww�wwrE:.wrr.wrlii.rr,swwrw.r.. +�'�rw 01" T1� fil 404; amok Y :J: . .. —, + ,. cu. ,aw_x x•J..r-,a:.dr�,t�;3kT . . ..: ., ,. .,.. :.. . r;,. r „- '�3::7f:u� .v33s,a.-f G`,ua'v,..Sk u rEI5:5d --. r a _ _ ,yn..,. . .- n"�.,.....- .v- : �C.ssT'r'a'f.vv.>+ v^ c. wIxa ,3 P*"'-¢t:.ar,, cs.2dk'". ,..S" aT�3. nar..asx- r .: P. rcc !!:ur:crrrrrrE : :: is pFnJLJ :: -:. m,, v*.n B C xufF" _ u rca .. a .» 021�- zs `j..a c. .4arr a r �� COPY ,e �,.,v;.Efrsr&rFY.,.P�u..155F --- - �5�' Date Descn tton MATCHLINE STURAG i . . . ,. .,: � .. .. 264.. T _ _ � � r .Review Only BD .139 . L—i I 1 — — Issued;Far Perm,l. EVIDENC . .. ., DAR . 5 1 06. 140 I. 1.58 . £ Ri Is : 2 5-02-06 INTERUM.REVIEW GUN I. - .- - ! - z u 3 5-10-06 FlNAL CONSTRUCTION : J 142' .I DOCUMENTS COORDINATION rl, `: . .. : : I'. .. .:___j2 VTR .- TECH \ : .. _ ... . . . . . . . 4 6-1—OB : FINAL CONSIRDCiION . . .` .... .. : : . ''.. . - . . _ OOCUMENT5.COORDINATION EVIDENCE/: . sET ELCCTRICAL 1 '.. DOT ... , LD. . EWH-2 ROOM .: FD 2 f . VAULT. . OfFiCER . 1 5. . DOT. PERSONNEL 3 . / . . 136 3 FCOL 161'.. . 5 6 14 06 FlNAL REVIEW CONSTRUCTION b41 ERGEA14 _ CPO 266 'i DocuMENrs _ � 267 , : 160 . . . iA,. . EDF i ! .- 8 - 6-30-06 FOR CONSTRUCTION s .. -------_ _. CORRIDOR. - ! •. .... � .. 13 H . H H : . : 7 r- f . 2'FCO ,: — I TRAINING : ' 268: —.: _____ .• 1 '' .. \ ' r .. . . is $ _�- ------- > � - •---- -- REF . . . J 270 „ \ CPO VTR SK e INTERN L QUARTERMASTER_2. AFFAIRS 2 154 . 155 SUPPLY. . , Ii @.. C( ' ' e s COFFEE ' EX RCL SE , 1 ' x F . SERGEANT 269 5 ,,149 SK— i . 11ifl e. SUP LIES . P . ' . . R CORRIDO 2 , 148 h BR EAK L : ROOM TRAINING ESTROo� 1- 0 32 // 1 ,4 FC .. . - CLASSROOM H " . a 4 H 276 ' ilANiTOR 5 .: SUPPLIES . ., . i VICTIM.' - L-1. . CLOSET: 277 AST TA T 133 - 1 - :' _ .. ASSISTANT �;� ASSTS N . _. . 274' A . 27�' 2 M 1 LOC ER ROOM H1C :50 PLAY AREA. . 272 . WC-2. : , WC 2 r✓ t I 3 TELEPHONE. ROOM/ . 1 WpMEt9g I DIO .: . . 129 FINGERPRINT I RA STATION OFFICER 121L' .. '_: : : .. - :.t . , . . . : - I CUSTODIAN 281 . . . PROPERTY ROOM . . P Q79 O BP » IIdIHP h1 E, e VTR tea-2 VENT. R F & W i , WC-2� DISPATCH �: : - _ RESTR00 . - SERGEANT HAM RADIO.. . . . :. 291 K-1 . 287 CORRIDOR C T ICAL - . .: . . . '.BREAK 278 �`� 7 ELE R ._ ROOM L . '. . _ \ L- ROOM HI i 123 �' P .LIES: SUPPLIES 1 ❑ 290 . 13.1 SUP ..E_ .. 124. 292 ' . . - . : MENS' 3 FCO • .0 2 VTR . RECORDS. R STROED-) (x2 E e -= '- -- - - x3 %T7 ) . OCROOM( ' PROCESS I 128 1'5] . ISH 2 . N \.. , . 282.___ _ __ P _ ' ' ,J:a b 1 of . - - - IDDR . ME _ EWH-1 0 - RESTROOM: g O 1 x3 3. ' i I . .: . ,. INTERVIEW AL FD-2284 R C RDS MECHAN C . ..HI ' DISPATCF E o - ROOM--. - : :.. :' _ -. _ __) : - - ,.t :: 130. MMENS U=1 (x3) 42�. 288 . . 283 r RESTR00 — —�°. 127 !. _ "V.. - , �: . ...- F - - - I - . * a 3 FCO .V '' r . ,, EMERGENCY ORERATIONS ... ,,, CENTER , s,1 _�_ INTERVIEW =t 122 i� STANLEY F CAPLAN ii 293 ...,...,,f, . . . - WC X2 - , L i I H ' Hc , aWC-2 � ,. . . . '1 . . . , fA :j CLERK Hq— RECEPTIONIST. 'CoP/ , - 8RS OMPUTERS 286 289 I 4 WC 2 AREA '8' r I I WC COMPUTER SUPPORT u`L : RRF ENCY I 1 . . . SPECIALIST r. r . l;,l EMERG I' WC i U-1 Ja MANAGEMENT 1'06 I ,y , , 1 T4 FILES: I COPY NN � � 112 1 ROOt I. I . WOM 11S' MTR00 AREA 'A' I . I 103 L—i L- 102 T; - TAFF �.." KEY PLAN C� CONFER NCE 'ROOM . I \ LE,' — 3,75 FCO Dote: 160 DFU _ 4"GCO6-30-06 000 . 1 EDF—i 3 2'VTR : , __/I Project No. C" 4 r e CORRIDOR, " .'. . 4 . . 4" . � 400132 too " �y • \ LOBBY T . pit+r AMS 1 A MINISTRATIVE - : LEGAL . 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DOCUMENTS .. 8 6-30-06 ' FOR CONSTRUCTION . ._ +.•Stpw�,.C� �O ..� 3 YLUIVlt11IVlo .. 692 w p,� uceNg��o CHEDU S LES &NOTES ... Ij $$iQri��.. ( Drawing No... r x FF - '. -: ': .' .-..'..,f-..:.a ' . :r' _`'� ' -'S•:2E'Rein..x'R�%1"v:.'"L3E`a.ri9".�.?'S:�FU3S%H�4�Fi.O1k�l'47�EiT�...P;an'�T--3?a�Vis-�' <'L$'PRdCi31s^�.a_g"'" ,aa�'�Yi:T£:*7.�'�J.H"i?t'c i� fs u1GS7�6 m ff:'s.:7F�rX S,.xkv.2�3S'R"+,u^.EtF',.3b61C 3l l4 3/ 3l4 1112� 1 1/2 n _. 1 1/ n. �1.112 n ; r I' sH-� 8H 1 I - I ; - --� -- . . L, I L-11 L-1 L-111 L-1 FF, . FCO FF .. . FD-1 FD 1 . P; R00 t C✓. - _ U.S. OF TG�rr STANCEY F. CAPLAN 59240 \� ���kSS�ONAL y ty - Date: - 6-30-06 Project No. 400132 s Drawn By: AMS f Checked Dy: AM- G Sheet Title:. PLUMBING RISERS&: DETAILS Drawing No. P342 Lw h i r AREA 'B' AREA 'A' a»�. ,r,:,.. AREA 'B' AREA 'A' FINAL REVIEW CONSTRUCTION DOCUMENTS Revisions Rav, Date Des.cription V W� 0m I Qz Q _I W w O� W �-- o- n UW Q WW =U n0 El on DETENTION CONTRACTING Date: JUNE 14, 2006 Project No. Drawn By: JDC Checked By: RS Sheet title: DETENTION OVERALL LAYOUT Drawing No. D1.00 ROOM 167 162 00 COPY ' r z 147 163 259 259 AREA B AREA ' B z 162 VIDEO TAPE > > o VA �T. 139 138 163 ® cofr ST264GE AREA A AREA A w EVIDENCE 139 DARE MAct wE 9 g g s g 140 0 _..... 158 GUN Q r 800KME VAULT Pass-THRU LOCKERS 3 265 266 0 VA TECH157EVIDENCE/ ELECTRICAL leCW Ip. DOT 160 135 136 ROOM OFFICER DOTPERSONNEL 136 161 161 ERGEANT CPO 266 10' WORKBENCH 147 16O BOOKCASE . 267 0 CREDENZA BOOKME 158 i �j�j l� o B� 268 L r 134 267 CORR DOR U o a 134 (1�1 154 155 156 157 IHJ CPO BOOKCASE BOOKCASE ® TRAINING 7� (D 268 BOOKCASE BOOKCASE III ry� 7Q 270 - ® ® REF LERI'ENSION MACHINE LEG PRESS SQUAT 149 CPO CPO INTERNAL QUARTERMASTER 20 %J �9 �l RACK * 154 * 155 AFFAI SUPPLY BOOKCASE BOOKCASE 156FlLE 157 51 269 moo COFFEE sAnoNARY DESK FILE SERGEANT BIKE E EX RCISE �j s ORAs 265 vERn 269 m //`} (�/\fy�J N FILE 32 PULL UP/ � M FI� DESK STATION pW - - DIP�Y INCLINE BENCHES FIAT BENCHES FLAT BENCHES —_ 6' WORK TABLE BooKGSE - x PULL UP/ 10 SUPPLIES 271 TABLE DOLLLY DIP TV 271 VHS/DVD FlLE RAL x comp CREDENZA LEG CURL MACHINE DUMBELL RACK DUMBELL RACK ry CO IDO 277 j� BREAK BACK 148 TABLE DOwx a S �J x o � ROOM TRAINING/ 76 w m w13 ESTROOMO 132 SNACKS DOLLY DO LY 8' FOLDING TABLE 8' FOLDING TABLE B' FOLDING TABLE CL76OOM 2� MACHINE JANITOR'S cHaR cHaR SUPP IES �)uUUuuu *VICTIM COKE CLOSET ocKm DOLLY DOLLr 277 VICTIM ASSISTANT Fvm MACHINE 133 \ 6,0`0 cHai cHaR. �� ASSISTANT 274. FlE j DOLLY DOLLY UUU 1 33 - =0 ce 8' FOLDING TABLE 8' FOLDING TABLE 8'�FOLDING TABLEUUU B', FOLDING TABLE � �. COIN �� _ LOLKBR _ .. g L�=LL WOMENS' aaER _ u u u u 273 274 LOCKER ROOM \ 150 z z ? PLAY AREA ® OCKM Z � ¢ a ¢ 8' FOLDING TABLE e' FOLDING TABLE 8' FOLDING TABLE 8' FOLDING TABLE 72 272 150 BOOKCASE BOOKCASE 8' FOLDING TABLE 8' FOLDING TABLE 8' FOLDING TABLE 8' FOLDING TABLE s nLE TELEPHONE ROOM/ I� (�Eg n�� ter/ ® 911 CLOSET !� / 15T 153 753 ' ENTRY BULKHEAD 121 EOMROOM ENS'1/ ®B' IFIOLD�ING TABLE 8' FOLDING TABLE 8' FOLDING TABLE 76 x RADIO 129 �—�3 — — FINGERPRINT s I.D. ADI EXIT ONLY W/ ALARM PROPERTY ROOM STATION 8 OFFICER CUSTODIAN 280 281 iaKm �� �� HE M❑ REF 90 LocKERi� BOOKCASE ® �279 WCKEA (� LocKER DISPATCH 87 31 131 129 s RADIO z RE291 ® ERG 279 CORRIDOR 280 281 ELECTRICAL HAM RADIO �� �/ ® BREAM oCKER 278 278 ROOM ® = g ROOM 8� 131 9 s 8 SUP LIES SUPPLIES 290 282 283 WOMENS' ENS' wCKLR J124 Cl 292 291 OCHER -- OQKEP RECORDS RESTROOM ® LOC MOO 128 151 PROCESS 292 290 0� 282 128 ® Loam 124 ac an S xl RfeOER MKER CORRIDOR 120 126 N 723 N/MR N/VLR 87 ® GBIREf fA90hi ENS' RESTROOM ® u N 288 126 � 51 30 30 ® 171= MECHANICAL 127 a INTERVIEW DURESS ROOM 130 N ' pi288CH 284 284 BUTTON RE283DS MMEE gg RE 127 2ry MAGN BIU 293 ZZ R © EMERGEN ENOPERATIONS R RATIONS TO CLERK (� 122 INTERVIEW 1 iUd -C 3 SLIDING WINDOW 293 DURESS CW C2 BUTTON COPY 285 BOOKCASE AR RAG PRI ' 6' TABLE CaelNEr sruio OPERABLE 285 MACHINE CLERK 22 108 286HRU WINDOW COMPUTERS w RECEPTIONIST O 14 108 0 289 CREDENZA 5' WORK 5' WORK r pyy •• �w �y trw lO O1 TABLE N 16 U TABLE 5� 3 12 COMPUTER SUPPORT R F EMERGENCY m SPECIALIST m ZFI 10(�FILES 5� COPY DESK DW MENSOI114 INN 112 w R00 m �a� e 13 ED WINDOW WOM S' ® � ESTR00 t�W EBvm BACK W PAPER PASS RESTR OM 102 m g� I GS FIXED WINDOW (SEC. GLASS— 103 (SEC.APER ASS REF DET. DWGS) STAFF 5� 110 0= 6' TABLE REF DET. DWGS) 102 N CONFERENCE ROOM gg o ,q STOW 103 1 1 6 7 6 BOOKCASE 1 4 2 1 1 2 -- v � ABINE 106 20 CORRIDOR 104 DW PAYPHONE—� 104 109 107 105 11 CM 111 113 BOOKCASE BOOKCASE IATERAL IATERAL LATERAL {�I BOOKCASE A�-h BOOKCASE BOOKCABE 1T�71 R -p ) ' ' LOBBY (i "'p � FlLE FllE FILE � �� Ill�ll Ill_ JII Ill___JII Y—j ADM IN STR IVE - LEGAL 101 S PPLIES ASSISTANT LIE OFFICET'S. SECREtARY ADVISOR 119 11 111 ASSISTANT 1 105 VESTIBULE PARTIAL FLOOR PLAN m G13 Q9 sa ,D, ,pp / CHIEF g 113 DESK OCKER DESK t/ 11B � 3Q (,`LDSEI� � DESK � �� DESK SCALE: 1/8" = 1'-0" U���J1 117 ww s �� 115 115 FlLE gE ii1 w 1� 10p z s� w � gw FllE tg. ay ,I'(�TI,I :. F U w V ❑ Mom' YJf D IlLia n I I I I I 1 17 rornrr.nn ¢wr' LATERAL CRFOFNZA 6' WORK TABLE g 6' WORK TABLE R o C' FINAL REVIEW CONSTRUCTION DOCUMENTS ns Date DescriPBon rev. CD z L1J � 0m n ^ v ' Qz Q �W w 'fir/ 0 y w 1. �< �--- 0- O 0 UW WW ZU 0 n a DETENTION CONTRACTING Dote: JUNE 14, 2006 Project No. Drawn By: JDC Checked By: IRS � Sheet Title: DETENTION LAYOUT AREA A Drawing No. D1.01 Revisions Rev. Date Description 0 z wo n,: OM Q� Q w O� w I- a- 0 W U Q W W = U 0 n a ❑o DETENTION CONTRACTING Date: JUNE 14, 2006 Project No. Drawn By: JDC Checked By: RS Sheet Title: DETENTION LAYOUT AREA B Drawing No. D 10 02 LOCATION DOOR MARK DOOR ELEV. DOOR SIZE DOOR MAT'L FRAME ELEV. FRAME MAT'L JAMB WIDTH HDWE SET GLAZING TYPE REMARKS EXT: VEST.100 100 D (2)3'-0"xT-O"x1 3/4" ALUM. 103 ALUM. BH-21 STORE FRONT (DR, FR, GL BY GEN CONTR) 1 VESTADO-LOBBY IOI 101 D (2)3'-0"x7'-0"xl 3W' ALUM, 103 ALUM. BH-22 STORE FRONT (DR, FR, & GL BY GEN CONTR) LOBBY 101-M.RESTROOM 102 102 A 3'-0"x7'-O"xl 3/4" P.LAM 101 16GAHM 5 3/4" BH-12 ** ' LOBBY 101-WRESTROOM 103 103 A 3'-0"x7'-0"x] 3/4" P.LAM 101 16GAHM 5 3/4" 1311-12 ** LOBBY101-CORR104 104 E (2)3'-0"xT-0"x13/4" P.LAM 103 160AHM 53/4" BH-15 SECRETARY 105-CORR104 105 C 3'-0110'-0"xl 3/4" P.LAM 101 16GAHM 5 3/4" BH4 SUPPORT 106-CORR104 106 C 31-01101-0"0 3/4" P.LAM 101 16GAHM 5 3/4" BH-10 INT.AFFAIRS 107-CORR104 107 C 3'4'xT-0"x1 3/4" RLAM 101 16GAHM 5 3/4" BH-4 COMPUTER 108-SUPPORT 106 108 C 3'-0"x7'-0"xl 3/4" P.LAM 101 1.6GAHM 5 3/4" BH-6 LT.OFFICE 109-CORP-104 109 A 3'-01101-011xl 3/4" P.LAM 101 16GAHM 5 3/4" BH-4 ** COPY RM 110-CORR104 110 C T-0"xT-0"xl 34' P.LAM 101 16GAHM 5 3/4" BH-17 ADMIN.ASSIT111-CORR104 Ili C 31-O"x7'-0"xl 3/4" P.LAM 101 16GAHM 53/4" BH4 ADMNASSIT.1I I -CHIEF 118 111A C 3'4'0x 0"xl 3/4" RLAM 101 16GARM 5 3/4" BH-3 FILES 112-CORP104 112 C 3'-0"x7'-0"xi 3/4" P.LAM 101 16GAHM 5 3/4" BH-17 ASST.CHIEF 114-CORP104 113 C 3'-O"x7'-0"xl 3/4" P.LAM 101 16GARM 5 3/4" BH-4 CORRI04-EMERMANG. 114 114A C Y-0"xT-0"xl 3/4" P-LAM 101 16GAHM 5 3/4" BH-10 MANG.114-OP.CENTER 122 114B C 3'-0"x7'-0"xl 3/4" PLAM 101 160AHM 5 3/4" BH-3 ASSIT.CHIEF 113-CLOSET 115 115 A Y-0"x7'-0"xi 3/4" P.LAM 101 16GAHM 5 3/4" BH-17 ** CORP104-S.CONF.RMi16 116A C 3'4'0'4'xl3/4" P.LAM 101 16GAHM 53/4" 1311-10 OP.CNTR 122-S.CONF.RM116 116B C 3'-0"x7'-0"xl 3/4" P.LAM 101 16GAHM 5 3W' 1314-3 CHIEF 118-CLOSET 117 117 A 3'-0"x7'-0"xl 3/4" RLAM 101 16GAHM 5 3/4" BH-17 ** CHIEF 118-CORIL104 118 C 3'-0"x7'-O"x13/4" P.LAM 101 16GAHM 5 3/4" B11-4 SUPPLIES 119-CORP120 119 A 3W"x7'-0"x1 3/4" PLAM 101 160AHM 5 3/4" BH-7 ** EXT: CORR104 120A A 3'-0"x7'-O"xl 3/4" 18GAHM 101 16GARM 61/4" BH-19 ** CONCRETE WALL CORR134-CORR.120 120B E (2)3'-0"x7'-0"x1 3/4" P.LAM 103 16GAHM 5 34' BR-15 ** RADIO 121-CORR720 121 C 3'-0"17'-O"xl 3/4" P.LAM 101 16GAHM 5 3/4" BH-6 CORR-104-EMOP.CENTER 122 122A D (2)3'-0"x7'-0' x1 3/4" P.LAM 103 16GAHM 5 3/4" BH-15 CORR.120-EMOP.CENTER 122 122B C 3'-0110-0"xl 3/4" P.LAM 101 16GAEM 5 3/4" BH-11 RADIO R14123-ORCENTER 122 123 C T-0"x7'-0"x1 3/4" RLAM 101 16GAHM 5 3/4" BH-8 SUPPLIES 124-RADIO RM123 124 A 3'-0"x7'-0"xl 3/4" P.LAM 101 160AHM 5 3/4" BH-5 *" M.RESTROOM 126-CORR120 126 A 31-0110-0"xl 3/4" P.LAM 101 16GARM 5 3/4" BH-12 *" RESTROOM 126-RESTROOM 127 127 A T-0"x7'-0"x1 3/4" P.LAM 101 16GAHM 5 3/4" BH-12 ** W.RESTROOM 128-CORP720 128 A 3'-0"xT-O"x1 3/4" P.LAM 101 16GAHM 5, 3/4" BH-12 ** RESTROOM 128-RESTROOM 129 129 A Y-0"xT-0"O 3/4" P.LAM 101 16GAHM 5 3/4" BH-12 ** CORR-120-MECH.130 130A E (2)3'-0"x7'-0"xl 3/4" P.LAM 103 16GAHM 5 3/4" BH-13 ** EXTERIOR-MECH.130 130B E (2)3'-0"xT-0"xl 3/4" 18GAHM 103 16GAHM 6 1/4" BH-14 "* CONCRETE WALL ELEC.RM.131-CORP120 131 A 3'-0110-0"xl 3/4" P.LAM 101 160AHM 5 3/4" BH-7 *" ' EXTERIOR-ELEC.RM131 131A A 3'-0"x7'-0"xl 3/4" 18GAHM 101 16GAHM 6 1/4" BH-16 "* CONCRETE WALL CORR720-BREAKRM.132 132A C 3'-01104'xl 3/4" P-LAM 101 16GAHM 53/4" BH-10 CORR120-BREAKRM132 132B C 3'-0"xT-0"x13/4" P.LAM SOS 16GAHM 53/4" BH-10 JAN.CLOSET 133-CORP120 133 A 3'-0"x7'-O"x1 3/4" P.LAM 101 16GAHM 5 3/4" B11-7 "* EXTERIOR-CORR720 134 B 3'-0"04'xl 3/4" 18GAHM 101 16GAHM BH-23 Revised to Commercial Hollow Metal EVIDENCE/ID.135-CORRIDOR 135 A 3'-O"x7'-0"xl 3/4" P.LAM 101 160AHM 5 3/4" 1311-4 ELEC.RM136-CORRIDOR 136 A 3'4'00"xl 3/4" PLAM 101 16GAHM 5 3/4" ** CORRIDOR 134-I.D. TECH 137 137 C 3'-0"x7'-0"x2" .14GAHM 100 12GAHM 6" DH-2 SG-1 I.D. TECH 137-STORAGE 138 138 A 3'4"0'-0"x2" 14GAH14 102 12GAHM 5 3/4" DH-3 *" MONITORED CORRIDOR -BLOOD VAULT 139 139 A 31-01101-01'x2" 14GAH1v1 102 12GAHM 5 3/4" DH-3 ** MONITORED PHOTO/MINI LAB 145-EVID. 140 140 A 3'-0"xT-0"x2" 14GAMA 102 120AHM 5 3/4" DH-6 ** EVIDENCE 140-DRUG VAULT 141 141 A Y-0"00"x2" 14GAHM 101 12GAHM 5 3/4" DH-7 ** EVIDENCE 140-GUN VAULT 142 142 A Y-01tx7'-O"x2" 14GARM 101 12GAHM 5 3/4" DH-7 ** PROC.143-PHOTO/MINI LAB 145 143A A 3'-0"xT-0"x2" 14GAHM 102 12GAMA 5 3/4" DH-3 ** MONITORED EXTERIOR-VEH-PROC.143 143B -- ROLL -UP DOOR NOT BY DSC -- -- - -- PROC.143-BIKE STORAGE 144 144 -- ROLL -UP DOOR NOT BY DSC -- -- - -- LAB 146-PHOTO/MINI LAB 145 146 C 3'-0"x7'-0"xl 3/4" P.LAM 101 16GAHM 5 3/4" BH-6 CORR334-MECH.147 147 E (2)3'-O"x7'-0"x1 3/4" P.LAM 103 16GAHM 5 3/4" BH-13 ** EXERCISE 149-CORP348 149 C T-0110-0"xl 314" P.LAM 101 16GAHM 5 3/4" BH-10 RSLOCKER RM.150-CORR748 ISO A 3'-O"x7'-0"x13/4" P.LAM 101 16GAHM 53/4" BH-12 ** M.LOCKERRM-151-CORR148 151 A 3'-0"0-0"xl 3/4" P.LAM 101 16GARM 53/4" BH-12 ** CORK-148-TELE./911 CLOSET 153 153 C 3'-0"x7'-0"x1 3/4" P.LAM 101 16GAHM 5 3/4" BH-7 CPO 154-CORP134 154 C 3'-0"X7'-0"x1 3/4" P.LAM 101 16GAHM 5 3/4" BH-4 CPO 155-CORP134 155 C T-0"01-0"xl 3/4" PLAM 101 16GAHM 5 3/4" BH-4 CPO 156-CORR-134 156 C 3'-0"x7'-O"x13W' PLAM 101 16GAHM 53/4" BH-4 CPO 157-CORR134 157 C 3'-0"0'-0"xl 3/4" P.LAM 101 16GAHM 53/4" BH-4- CPO158-CORR134 158 C 3'-0"x7'-0"xl3/4" P.LAM 101 16GAHM 53/4" BH-10 CUSTODIAN 159-CORP251 159 C 3'-0"x7'-O"xl 3/4" P.LAM 101 160AHM 5 3/4" BH-7 DOT SGT.160-CORR371 160 C 3'-0"04',l 3/4" PLAM 101 16GAUM 5 3/4" BH-3 DOT OFFICE 161-CORP171 161 C 3'-0"x7'-0"x1 3/4" P.LAM 101 16GAHM 5 3/4" BH-3 DOT OFFICE 161-CLOSET 162 162 A 3'-0"0-0"xl 3/4" P.LAM 101 16GAHM 5 3/4" BH-17 ** M.RESTROOM 163-CORE 171 163 A 3'-01101-0"x13/4" P.LAM ]Ol 16GAHM 5 3/4" BH-12 ** W.RESTROOM 164-CORP171 164 A 3'-0"xT-0"xl 3/4" P.LAM 101 16GAHM I 5 3/4" BH-12 ** NOTE: PLEASE BE ADVISED THAT IF YOU PROVIDE FIRE RATING TO ANY OF THESE OPENINGS IT MAY CHANGE THE DOOR ASSEMBLY, GLASS AND HARDWARE TYPE INDICATED ON THIS SCHEDULE. LOCATION DOOR MARK DOOR ELEV. DOOR SIZE DOOR MATT, FRAME ELEV. FRAME MAT'L JAMB WIDTH HDWE SET GLAZING TYPE REMARKS RESTROOM 164-RESTROOM 165 165 A 31-01'x7'-0"xl 3/4" P.LAM 101 16GAHM 5 3/4" BH-12 ** DOT OFFICE 166-CORP171 166 C 3'4'00"xl 3/4" P.LAM 101 16GAHM 5 3/4" BH-3 DOT OFFICE 166-CLOSET 167 167 A 3'-0"xT-0"x1 3/4" P.LAM 101 16GAHM 5 3/4" BH-17 *" SUPPLIES 168-CORR171 168 A 3'-O"xT-0"x2" 14GAHM 102 12GAHM 6" DH-3 ** t MONITORED SUPPLIES 168-ARMORY 169 169. A 3'-O"x7,'-O"x2" 14GAHM 102 120AHM 5 3/4" DH-6 ** PATROL BIKE 170-CORRIDOR 170 C 3'-0"x7'-O"x13/4" P.LAM 101 16GAHM 53/4" BH-4 INTERVIEW 172-CORRIDOR 172 C 3'-0"x7'-0"xl 3/4" P.LAM 101 16GAHM 5314" BH-10 INTERVIEW 173-CORRIDOR 173 C 3'-0"xT-0"x1 3/4" PLAM 101 - 16GARM 53/4" BH-10 PATROL BRIEFING 174-CORP251 174 C Y-0"x7'-0"x1 3/4" P.LAM 101 16GAHM 53/4" BH-10 REPORT WRIT. 175-CORRIDOR 175 C 3'-011xT-Vxl 3/4" PLAM 101 16GAHM 5 3/4" BH-10 RECEPTION 176-CORRIDOR 176A C 3'-0"x7'-0"xi 3/4" PLAM 101 16GAHM 5 3/4" BH-9 RECEPTION 176-CORR213 176B C 3'-0"xT-O"xl 3/4" PLAM 101 16GAHM 5 3/4" BH-9 EVIDENCE 177-CORP178 177 A 3'-0"xT-O"x2" 14GAHM 101 12GAHM 5 3/4" DH-6 ** BRIEFING 179-CORK-213 179 C 3'-0"00"xl 3/4" P.LAM 101 160AHM 5 3/4" BH-10 COPY 180-CORR213 180 C . Y-0"xT-0"x1 3/4" P.LAM 101 16GAHM 5 3/4" BH-17 '.. FILES 181-CORR178 181 C 3'-0"xT-0"xl 3/4" PLAMEIO 16GAHM 5 3/4" BH-17 C.I.D. SUPPLIES 182-CORP 182 A 3'-0"x7'-0"xl 3/4" PLAM16GAHM 5 3/4" BH-7 ** JUV.PROC.183-CORP 183 C Y-0"xT-0"x2" - 14GAHM12GAHM 53/4" DH-6 SG-1 CORP-S.V.184 184A C 3'-0"x7'-0"x2" 14GAHM12GAHM 53/4" DH-2 SG-i S.V.184-CORR-185 184B C 3'-0"x7'-0"x2" 14GAHM 100 120AHM 53/4" DH-2 SG-1 CORR185-JUV.HOLD.186 186 B 3'-0"xT-0"x2" 14GAHM 101 12GAHM 5 3/4" DH-10 SG-1 CORR185-JW.HOLD-187 187 B 3'-0"xT-0"x2" 14GAHM 101 12GAHM 53/4" DH-10 SG-1 CORR-185-RN.HOLD.188 188 B 3'-0"x7'-0"x2" 14GA[IIA 101 12GAHM 5 3/4" DH-10 SG-1 CORP185-JUV.HOLD189 189 B 3'-01'x7'-0"x2" 14GAHM 100 120AHM 53/4" DH-4 SG-1 POLYGRAPH 190-CORK-192 190 C 3'40T 0"xl 3/4" P.LAM 101 16GAHM 5 3/4" BH-10 VIEWING 191-CORP192 191 C 3'-0"xT-Vxi 3/4" P.LAM 101 16GAHM 5 3/4" BH-10 CORR192-VISIT 193 193 C 3'-0"xT-6"xl 3/4" P.LAM 101 16GARM 5 3/4" BH-10 CORIL192-VISIT 194 194 C 3'-0"xT-0"xl 3/4" P.LAM 101 16GAMI - 5 3/4" BH-10 S.V195-CORP192 195A D (2)31-0110-0"xl 3/4" ALUM- 103 ALUM- BH-24 STORE FRONT (DR, FR, & GL BY GEN CONTR) EXTERIOR-S.V.195 195B B 3'41'xT-0"x1 3/4" 18GARM 101 16GAHM BH-23 Revised to Commercial Hollow Metal CORR215-DET.HOLD192 197 B 3'-01'x7'-0"x2" 14GAHM 100 12GAHM 6" DI-4 SG-1 CORP-215-PROCESSING 198 198 - C 3'4'0'-0"x13/4." PLAM 101 16GAMA S 3/4" BR-10 CORR-215-I1,4TERVIEW199 199 C 31-0"x7'-0"xl3/4" P.LAM 101 16GAHM 53/4" BH-10 CID. DETECTIVE200-CORR196 200 C 3'-0"x7'-0"xi3/4" P.LAM 101 16GAMI 53/4" BH-3 C.I.D. DETECTIVE 201-CORR196 201 Q Y-0"xT-O'M 3/4" ; P.LAM 101 160AHM 5 3/4" BH-3 C.I.D. DETECTIVE 202-CORK-197 202 C 3'-0"x7'-0"xi 314" RLAM 101 16GAHM 5 3/4" BH-3 C.I.D. DETECTIVE 203-CORP197 203 C 3'-0"x7'-O"xi 3W' P.LAM 101 16GARM 5 3/4" B11-3 CID. DETECTIVE 204-CORR798 204 C 3'-0"xT-0"xi 3/4" P.LAM 101 16GAHM 5 3/4" BH-3 C.I.D. DETECTIVE 205-CORIL198 205 C 31-0"xT-0"x1 3/4" P.LAM 101 - 16GAHM 5 3/4" BH-3 C.I.D. SGT206-CORP196 206 C Y-0"x7'-O"xl 3/4" P.LAM 101 16GAHM 5 3/4" BH-3 CLD. LT207-CORP213 207 C 3'-0"x7'-O"xi 3/4" P.LAM 101 16GAHM 5 3/4" BH-3 C.I.D. DETECTIVE 208-CORI 213 208 C 3'-0"x7'-0"xl 3/4" PLAM 101 16GAHM 5 3/4" BH-3 C.I.D. DETECTIVE 209-CORR213 209 C 3'-011xT-O"x1 3/4" PLAM 101 16GAHM 5 3/4" BH-3 C.I.D. DETECTIVE 21 O-CORR213 210 C 3'-0"x7'-0"xl 3/4" P.LAM 101 16GAHM 5 3/4" BH-3 C.I.D. DETECTIVE 211-CORK-213 211 C 3'-0"x7'-0"xi 3/4" P.LAM 101 16GARM 5 3/4" BH-3 C.I.D. DETECTIVE 212-CORP213 212 C 3'-0"x7'-0"xl 3/4" PLAM 101 16GAHM 53/4" BH-3 CRIME ANALYST 214-CORR213 214 C T-0"x7'-0"x1 3/4" PLAM 101 16GAHM 5 3/4" B11-3 ''.. CORP192-CORR215 215 C 3'-0"xT-0"xl 3/4" P.LAM 101 16GAHM 5 3/4" BH-20 S.V216-CORR-192 216A C 3'-0'10-0"x2" 140AHM 100 12GAHM 53/4" DH-2 SG-1 CORR-217-S.V216 216B C 3'-O"xT-0"x2" 14GAHM 100 12GARM 5 3/4" DH-2 SG-1 RESTROOM 218-CORP217 218 A 3'-0"xT-0"x13/4" P.LAM 101 16GAHM 53/4" BH-1 ** CORP-217-KITCHEN 219 219 C 3'-0"x7'-0"xi 3/4" P.LAM 101 16GAHM 53/4" BH-7 CORR217-VISIT220 220 C 3'-0"x7'-O"x2" 14GAHM 102 12GAHM 5 3/4" DH-3 SG-1 MONITORED CORR217-VISIT221 221 C 3'-0"x7'-O"x2" 14GAHM 102 12GAHM 5 3/4" D11-3 SG-1 MONITORED CORR217-LAUNDRY 222 222 C 3'-0"xT-Vxl 3/4" PLAM 101 16GAHM 5 3/4" BH-7 VIEWING223-CORR-217 223 C 3'-0"xT-0"x2" 140AMA 101 12GAHM 53/4" DH-6 SG-1 JAIL SUPPLIES 224-CORPC217 224 A 3'-0"xT-0"x2" 14GAHM 102 12GAHM 5 3/4" DH-3 "* MONITORED LOBBY 225-S.V195 - 225 C 3'-0"00"x2" 14GAHM 101 120AHM 5 3/4" DH-6 SG-1 COM217-DWI PROC226 226 C T-0"xT-0"x2" 14GARM 101 12GAHM '53/4" DH-6 SG-1 EXT: ELEC.RM227 227 A 3'-0"xT-0"x2" 14GAHM 102 12GAHM 6 1/4" DH-1 ** CONCRETE WALL (MONITORED) EXT: MECH RM 228 228 E (2) T-O"0T 0' xl 3/4" 14GAHM 103 d 6GAHM 1 6 1/4" BH-14 ** CONCRETE WALL STAGING229-CORIL217 229 C T-0"xT-0"x2" 14GAHM 100 12GAHM 53/4" DH-2 SG-] STAGING 229-DAYROOM 232 232A C 3'-0"00"x2" 14GAHM 700 12GAHM 53/4" DH-4 SG-1 W/FOOD PASS DAYROOM 232-F.CELL 233 233 B 3'-0"x7'-0"x2" 14GAHM 100 12GAHM 53/4" D114 SG-1 DAYROOM 232-F.CELL 234 234 B -. 3'-0"00"x2" 14GAHM 100 12GAHM 53/4" DH-4 SG-1 DAYROOM 232-F.CELL 235 235 B 3'-0"x7'-0"x2" 14GA-HM 100 12GARM 5 3/4" DH-4 SG-1 DAYROOM 232-F.CELL 236 236 B Y-ONT-0"x2" 140AHM 100 12GAHM 53/4" DH-4 SG-1 STAGING229-DAYRM 237 237 C 3'41x7-011x2" 14GAHM 100 120AHM 53/4" DR-4 j SG-1 W/FOOD PASS DAYROOM 237-M.CELL 238 238 B 3'-0"x7'-0"x2" 14GAHM 100 12GAHDA 5 3/4" DH-4 SG-i DAYROOM237-M.CELL240 240 B 3'-0"x7'-0"x2" 140AHM 100 12GAMA 53/4" DH4 SG-1 LOCATION DOOR MARK DOOR ELEV. DOOR SIZE DOOR MAT'L FRAME ELEV. FRAME MAT'L JAMB WIDTH HDWE SET GLAZING TYPE REMARKS AFIS/INTOX 241-CORP217 241 C 3'-O"xT-0"x2" 14GAHM 100 120AHM 5 3/4" DH-2 SG-1 DAYROOM237-M.CELL242 242 B 3'4'xT-0"x2" 14GAHM 100 12GARM 53/4" DH-4 SG-1 DAYROOM237-M.CELL243 243 B 3'-0"xT-O"10. 14GAHM 100 120AHM 53/4" D114 SG -I DAYROOM 237-M.CELL 244 244 B 3'4'xT-0"x2" 14GAHM 100 12GAHM 53/4" DH4 SG-1 STAGING229-DETOX245 245 B 3'-0"xT-VXT 14GAHM 102 12GAHM 53/4" DH-8 SG-1 MONITORED STAGING229-DETOX 246 246 B 3'-0"0'-0"x2" 14GAHM 102 12GAHM 53/4" DH-8 SG-1 MONITORED STAGING 229-HOLDING 246A 246A B _ 3'-0"sT-0"x2" 14GAHM 102 12GAHM 53/4" DH-8 SG-1 MONITORED S.V.247-STATING AREA 229 247A C 4'-2"x7'-0"x2" 14GAHM 100 12GAHM 53/4" DH-2 SG-1 SALLYPORT 249-S.V.247 247B C 4'-21'x7'-0"x2" 14GAHM 100 12GAHM 61/4" DH-5 SG-1 SALLYPORT 249-SUPPLIES 248 248 A Y-0"xT-0"x2" 14GAHM 102 12GAHM 61/4" D11-3 ** MONITORED EXT.-SALLYPORT 249 249A -- ROLL -UP DOOR NOT BY DSC -- -- 53/4" -- --- EXT.-SALLYPORT 249 249B -- ROLL -UP DOOR NOT BY DSC -- -- 5 3/4" -- - EXTERIOR-SALLYPORT 248 249C B 4'-2"xT-0"x2" 14GAHM 100 12GAHM 61/4" 1 DH-5 SG-1 SALLYPORT 249 - ATTIC 249D 105 3'-0"x4'4"x3/16" 7 GA 105 7 GA 6 1/4" DH-9 ** CONCRETE WALL (MONITORED) - GALV. . CORRIDOR -CORRIDOR 251A E (2)3'-O'.'x7'-O"xl 3/4" P.LAM 103 16GAHM 5 3/4" BH-15 ** EXTERIOR-CORR251 251B B. Y-O"xT-0"x13/4" 18GARM 101 16GAHM BH-23 Revised to Commercial Hollow Metal CORRIDOR-CORR251 251C E (2)3'-0"xT-O"x1 3/4" P.LAM 103 16GARM 5 3/4" 1311-15 ** RAID BREEFING 252-CORR251 252 C Y-0"xT-0"x1 3/4" PLAM 101 16GAHM 5 3/4" BH-10 SOP 253-CORR251 253 C 3'-0"x7'-0"x1 3/4" - PLAM 101 160ARM 5 3/4" BH-10 SOP SGT254-SOP 253 254 C 3'-0"x7'-O"xl 3/4" P.LAM 101 160AHM 5 3/4" BH-3 SOP SGT254-CLOSET 255 255 A 3'-0"xT-0"x1 3/4" P.LAM 101 16GAHM 5 3/4" BH-17 ** NTF256-RAIDBREIMG252 256 C 3'4'0-0"xl 3/4" P.LAM 101 16GAHM 53/4" BH-3 NTF256-CLOSET 257 257 A 3'-0"x7'-0"xi 3/4" P.LAM 101 16GAHM 53/4" BH-17 ** PATROL SGT258-CORR251 258A C 3'-0"x7'-0"xl 3/4" RLAM 101 16GAHM 5 3/4" BH-10 PATROL SGT258-CORR251 258B C 3'-0"xT-0"xl 3/4" P.LAM 101 16GAHM 5 3/4" BH-10 PATROL SGT258-COFFEE 260 258C C 3'-0"x7'-O"xi 3/4" P.LAM 101 16GAHM 5 3/4" 1 BH-8 COPY 259-CORP251 259 C 3'-0"xT-0"xl 3/4" P.LAM 101 16GAHM 53/4" BH-18 LT261-COFFEE260 261 C 3'-0"x7'-0"xl 3/4" RLAM 101 16GAMA 53/4" BH-3 LT 262-COFFEE 260 262 C 3'-0"0'-0"xl 3/4" P.LAM 101 16GARM 5 3/4" BH-3 LT 263-COFFEE 260 263 C 3'-0"x7'-O"xi 3/4" P.LAM 101 16GAHM 5 3/4" BH-3 STORAGE 264-COFFEE 260 . 264 A Y-0"x7'-0"x1 3/4" P.LAM 101 16GAHM 5 3/4" BH-5 ** CORRIDOR -COFFEE 265 265 C - V-O"xT-0"x1 3/4" P.LAM 101 16GARM 5 3/4" BH-18 PERSONELL 266-COFFEE 265 266 C - 3'-01'x7'-0"xi 3/4" P.LAM 101 16GARM 5 3/4" BH-3 CPO 267-COFFEE 265 267 C 3'-0"x7'-0"xl 3/4" P.LAM 101 16GARM 5 3/4" BH-3 CPO268-COFFEE 265 268 C 3'-0"x7'-0"xl3/4" P.LAM 101 160AHM 53/4" BH-3 SGT. 269-COFFEE 265 269 C 3'-0"0-0"xl 3/4" RLAM 101 - 16GARM 5 3/4" BH-3 TRAININ0270-CORR251 270A C 3'-0"x7'-0"xl 3/4" RLAM 101 16GAHM 53/4" TRAINING 270-COFFEE 265 270B C 3'-01101-01'xl 3/4" P.LAM 101 160AHM 53/4" BH-8 SGT. 269-SUPPLIES 271 271 A T-ONT-ONI 3/4" P.LAM 101 160AMA 5 3/4" BH-17 ** _ PLAY AREA 272-CORRIDOR 272 C 3'-0"x7'-O"xl 3/4" P.LAM 101 16GAHM 53/4" BH-18 ASSIST273-PLAY AREA 272 273 C T-ONT-ONI 3/4" P.LAM 101 16GAHM 53/4" BH-3 ASSIST.274-PLAY AREA 272 274 C T-0"04M 3/4" P.LAM 101 16GAHM 5 3/4" BH-3 RESTROOM 275-PLAY AREA 272 275 A 3'-0"xT-0"x13/4" P.LAM 101 16GAHM 53/4" BH-2 ** CORRIDOR -TRAINING 276 276A C 3'-0"x7'-0"x13/4" P.LAM 101 16GAHM 53/4" BH-10 CORRIDOR -TRAINING 276 276B C 3'-O"x7'-O"x13/4" P.LAM 101 16GAMA 53/4" B1140 SUPPLIES 277-TRAINING 276 277 A 3'-0"xT-0"x1 3/4" P.LAM 101 16GAHM 5 3/4" BH-5 ** CORR.278-CORRIDOR 278 C 3'-0"x7'-0"xl 3/4" P,LAM 101 16GAHM 5 3/4" 1311-18 CUS. RM279-CORR278 279 C 3'-0"00"xl 3/4" PLAM 101 16GAHM 5 3/4" BH-3 FINGER PRINT 280-CORR278 280 C Y-0"0011x13/4" P.LAM 101 16GAHM 53/4" BH-3 I.D.OFFICE 281-CORR278 281 C 3'-0"x7'-0"xl 3/4" PLAM 101 16GAUM 5 3/4" BH-3 RECORD PROCESS 282-CORP278 282 C 3'-0'10-011xl 3/4" 101 16GAHM 5 3/4" BH-3 RECORDS 283-CORR278 283 C 3'-0"x7'4'x1 3/4" 101 16GARM 5 3/4" BH-8 INTERVIEW 284-CORRIDOR 284 C 3'-0"xT-0"x1 3/4" 9P.LAM 101 16GAHM 5 3/4" BH-10 COPY 285-RECORDS 283 285 C Y-0"x7'-0"x1 3/4" 101 16GAHM 5 3/4" BH-17 DISPATCH 287-CORRIDOR 287A C 3'-ONV-0NI 3/4" PLAM 101 16GAHM 5 3/4" BH4 DISPATCH 287-DISPATCH 288. 287B C 3'-0"00"xl 3/4" PLAM 101 16GARM 5 3A" BH-3 _DISPATCH 288-CORRIDOR 288 C 3'-0"0-011xl 3/4" P.LAM 101 16GAHM 53/4" BH-li BREAK RM290-DISPATCH 288 290 C 3'-0"x7'-0"xl 3/4" P.LAM 101 16GARM 5 3/4" BH-8 TRAINING 276-BREAK R1vL290 290A A 3'-O"x7'-6"xl 3/4" PLAM 101 160AHM 53/4" BH-25 ** RESTROOM 291-DISPATCH 288 291 A T-ONT-0"x13/4" PLAM 101 160AHM 53/4" 1111-2 ** SUPPLIES -DISPATCH 288 292 A 3'-0"x7'-0"x13/4" P.LAM 101 16GAHM 53/4" BH-5 ** INTERVIEW 293-CORRIDOR 293 C 3'-0"xT-0"xl 3/4" P.LAM 101 16GAHM 5 3/4" BH-9 EXTERIOR -PIPE CHASE DAPI 104 2'-0"x3'-0"x3/16" 7 GA 104 7 GA 6 1/4" DH-9 ** CONCRETE WALL (MONITORED) - GALV. EXTERIOR -PIPE CHASE DAP2 104 2'-0"0'-0"0/16" 7 GA 104 7 GA 6 1/4" DH-9 ** CONCRETE WALL (MONITORED) - GALV. MALE CELL 240-PIPE CHASE DAP3 104 T-ON34"0/16" 7 GA 104 7 GA 6 1/4" DH-9 ** (MONITORED) FINAL REVIEW CONSTRUCTION DOCUMENTS ■ Revisions Rev. Date Description WD l� 0m n V / Q� �W w 0�/ w (- In 0 W n Uc� Q WW =U 0 n 1771 DETENTION CONTRACTING Date: JUNE 14, 2006 Project No, Drawn By: JDC Checked By: Sheet Title: DOOR SCHEDULE Drawing No. D2*00 e e jI � 1 M I N NOTE: SEE SCHEDULE FOR DOOR. MATERIAL & GLASS TYPES O DOOR ELEVATION DOOR ELEVATION 5"x 20" CLEAR OPENING WINDOW MARK: WINDOW MARK: DW FRAME DEPTH: 5 3/4" DW FRAME DEPTH: 5 3/4" 1 GLASS TYPE: SG-1 2 GLASS TYPE: SG-1 WALL TYPE: MASONRY WALL TYPE: MASONRY 4'-8" 2 2'- 1 st o I , WINDOW MARK: DW FRAME DEPTH: 6" 9 GLASS TYPE: (BY GENERAL CONTRACTOR) WALL TYPE: STUD WALL (PLEASE PROVIDE ACTUAL GLASS THICKNESS) 2" (SEE SCHEDULE) 8" 8" SEE SCH. 00 N O 1 SEE SCH. o � _ z 1 [V J PASS WITH LOCK (WHERE SCHEDULE) DOOR ELEVATION 2" f O DOOR ELEVATION 3'-9" 2" 3,-9,1 2. WINDOW MARK: qDW FRAME DEPTH: 5 3/4" 3 GLASS TYPE: SG-1 WALL TYPE: MASONRY 14'-n" 3,-32„ 2" 3'-3�" 2„ 3'732" 2" 3,-3]„ 2" (SEE SCHEDULE) O o w � \ / / N z / WINDOW MARK: DW FRAME DEPTH: 5 3/4" 4 GLASS TYPE: SG-1 WALL TYPE: MASONRY SEE SCHEDULE FOR HARDWARE REQUIREMENTS O DOOR ELEVATION 3' 2"L, 3 FRAME ELEVATION 100 0 PAPER PASS ISOMETRIC DETAIL "P" V Z M O H p olO C9 � Z PAPER PASS STAINLESS (DETAIL "P") in STEEL SPKG. DEV., COUNTER PAPER PASS &r---[• _FINISH FLOOR WINDOW (TYP.) N .WINDOW MARK: � a. DW FRAME DEPTH: 5 3/4" PAPER PASS SILL SECTION "P" 5 GLASS TYPE: SG-1 WALL TYPE: MASONRY 3/4" 0 CONDUIT BY ELECTRICAL CONTRACTOR (TO.THE LOCK HOUSING) /4" 0 CONDUIT t HOLLOW METAL MFR. )PS HSG TO LOCK HSG) 2 II 3/4" 0 CONDUIT BY ELECTRICAL CONTRACTOR (TO THE LOCK HOUSING) D.P.S. I 3/4" 0 CONDUIT / = BY HOLLOW METAL MFR. / (DPS HSG TO LOCK HSG) 59 = N — N Li o � o \L� M z FRAME ELEVATION 101 FRAME ELEVATION 102 2" Y Z O H O LL PAPER PASS STAINLESS (DETAIL "P') w STEELSPKG. DEV., z COUNTER I) PAPER PASS & ISH FLOOR WINDOW (TYP.,) 0 WINDOW. MARK: FRAME DEPTH: 5 3/4" fDW GLASS TYPE: SG-1 6 WALL TYPE: MASONRY 2" 2" 1 ii- a. to o lk AV E z I N I N ^ ' N N U <r d COUNTER PAPER PASS o N (BY GENERAL 7 (DETAIL "P') o d "' ) SPKG. DEV., o 70 CONTACTOR PAPER PASS & FINISH FLOOR FINISH FLOOR FINISH FLOOR WINDOW (TYP.) o WINDOW MARK: WINDOW MARK: WINDOW MARK: FRAME DEPTH: 6" FRAME DEPTH: 6" FRAME DEPTH: 6" DW GLASSTYPEE: (BY GENEWALLRAL CONTRACTOR) D12 GLASSWALL TYPEE•STUD WALLRAL CONTRACTOR) D3 GLASS WALL TYPETYPE: SGWALL WALL (PLEASE PROVIDE ACTUAL GLASS THICKNESS) (PLEASE PROVIDE ACTUAL GLASS THICKNESS) (PLEASE PROVIDE ACTUAL GLASS THICKNESS) 3'-4" 2" 3'-8" 2" 2" 2'-4" 2' CONTINUOUS HINGEI. STAINLESS STEEL 2" 3'-0" 2" 2'-4" g^ CONTACT DPS �r d. STAINLESS STEEL 2" 2'-0" 2" - N I (WHERE SCHEDULE) wil CONTINUOUS HINGE 6„ CONTACT DPS (WHERE SCHEDULE) "I-d- `r `• o 1 cm)rr - �- �' STUD ANCHORS d M I a/ -� a o CD ! BOTH JAMBS ! o DAP DAP2 d d �•� CONCRETE WALL d 3 —i (GALVANIZE/PRIME PAINTED) —__ "' N STUDANCHORS JAMBS S BOTH JAMBS STUD S \ `•� N J N \ LOCK PREP. FOR (GALVANIZE WALL ) (GALVANIZE / PRIMECONCRETE PAINTED) AINTED) \ LOCKHERNPREPST EL COUNTER SLIDING OPERABLE ( PRIME PAINTED d (BY GENERAL WINDOW PASS-THRU w SOUTHERN STEEL N 101OA-1 tOtOA-1 CONTACTOR) ., WINDOW o 0 6 1/4"x 2"x 3/16" 6 1/4"x 2"x 3/76" �f c~i z ANGLE FRAME - FINISH FLOOR ANGLE FRAME - 9 o GALVANIZE (TYP) FINISH FLOOR FINISH FLOOR t•;,;:•,e,::..; GALVANIZE (DAP1&DAP2) O WINDOW MARK: WINDOW MARK: 2"x 3/16" MILD STEEL DaP3 ANGLE FRAME (DAP3) ANCHOR STRAPSLu o WINDOW FRAME (BY GENERAL CONTRACTOR) WINDOW FRAME (BY GENERAL CONTRACTOR) BOTH JAMBS z a ACCESS DOOR ELEVATION - 105 CW GLASS TYPE: (BY GENERAL CONTRACTOR) CZ GLASS TYPE: (BY GENERAL CONTRACTOR) ACCESS DOOR ELEVATION - 104 (PRIME PAINTED) CD WALL TYPE: STUD WALL WALL TYPE: STUD WALL FINISH FLOOR (PLEASE PROVIDE ACTUAL GLASS THICKNESS) (PLEASE PROVIDE ACTUAL GLASS THICKNESS) WINDOW MARK: DW FRAME DEPTH: 6" 10 GLASS TYPE: (BY GENERAL CONTRACTOR) WALL TYPE: STUD WALL (PLEASE PROVIDE ACTUAL GLASS THICKNESS) 2" L 3'-0" . L 2" o CL V) Z G O d N I Z PAPER PASS _ o 1= (DETAIL "P") d o SPKG. DEV., z PAPER PASS & FINISH FLOOR WINDOW (TYP.) WINDOW MARK: DW FRAME DEPTH: 5 3/4" 7 GLASS TYPE: SG-1 WALL TYPE: MASONRY 2"� O � Y I d V Z O 0 z I Z PAPER PASS N (DETAIL "P") d o w SPKG. DEV., w PAPER PASS & _FINISH FLOOR WINDOW (TYP.) oC-) WINDOW MARK: FRAME DEPTH: 6" DW 14 GLASS TYPE: SG-3 WALL TYPE: STUD WALL (PLEASE PROVIDE ACTUAL GLASS THICKNESS) FRAME ELEVATION 103 WINDOW MARK: DW FRAME DEPTH: 6" $ GLASS TYPE: (BY GENERAL CONTRACTOR) WALL TYPE: STUD WALL (PLEASE PROVIDE ACTUAL GLASS THICKNESS) GENERAL NOTES: 1.) #12 GA. HOLLOW METAL FRAME. 2.) 1 1/4" x 1 1/4" x 10 GA. ANGLE STOP @ WINDOW WITH 1/4-20 x 3/4" B.H. TORX SCR. @ 8" O.C. (MAX.) 3" (MAX. FROM ENDS). 3.) LOOSE GLAZING STOPS (NEAR SIDE) 4.) FACTORY RED OXIDE PRIMER' PAINT. 5.) ALL WINDOW ELEVATIONS ARE SHOWN WITH GLASS STOPS AT NEAR SIDE. GLASS TYPES: A.) SG-1: 1/2" LEXAN MR10. B.) SG-2: 1/2" LAMINATED POLYCARBONATE LEXGARD MPC500. C.) SG-3: 3/4" HYGARD BR750 by SHEFFIELD D.) SG-4: 1/2" SPECIAL ONE-WAY LEXAN. FINAL REVIEW CONSTRUCTION DOCUMENTS Revieions Rev, Dote Description z W � I� 0 m n f Q Q -I W x W 0� W I- O 0- III o U Q W W Z U 0 n I__L a1771 on DETENTION CONTRACTING Date: JUNE 14, 2006 Project No. Drawn By: JDC Checked By: Sheet Title: DOOR & WINDOW ELEVATIONS Drawing No. D3.00 ■ il BOTTOM BUNK ONLY! I I 1 1/4" 0 HOLE IN BOTTOM P�N MUST LINE UP WITH FLOOR PLATE HOLE TYP. @ ALL s'-32" [752"] 4 CORNERS d f� N ih I [V ^N I* ° " J u 1 DIA. (6 HOLES) N • + B Fh B #10 GA BED PAN 3'-12" WITH 2" FLANGE — — JI 6'-3" [75"] PAN F — All A #10 GA BED PAN 7 WITH 2" FLANGE ANGLE 2"x 2"x 3/16" #10 GA BED PAN WITH 2" FLANGE u, I d- 1/4" TH'K FLOOR PLATE 3/8" 0 RAWL DRIVE - 7/16"0 HOLE 1 1/4" R 3/16 SECTION B-B DOUBLE BUNK — FLOOR MOUNTED SECTION A -A FINISH: POWDER COAT (COLOR TO BE SELECTED BY ARCHITECT) 3'-0" EMBED 4" S.S. TREADED SLEEVE WELDED TO EMBED PLATE FOR 3/8"0 x 2" TORX W/ PIN BUTTON HEAD SCREW (6 PLACES) o m � N w o Q' 1" 4 3„ 4 D - l UNIT OPP HAND UNIT AS SHOWN M I i/4" STAINLESS STEEL EMBED PLATE #14 GA. STAINLESS STEEL SEAT TOP W/ 3" FLANGE DOWN, 7/16"0 HOLE (6 PLACES FOR 3/8"x 2" TORX W/ PIN BUTTON HEAD SCREW) TOP VIEW �EMBH SHOWN) STAINLESS STEEL EMBED PLATE 4" 3'-0° S GA. STAINLESS STEEL SEAT 2'-11.1 6" 2'-0" 6" u T r 1'-2" 2'-11" SEAT •-�NI f0 1,-2�, FIN. FLR. FIN. FLR. 44 414 3/8"0 x 2" TORX W/ PIN BUTTON HEAD SCREW ELEVATION (6 PLACES) SIDE VIEW 3/16" STAINLESS STEEL 7 GUSSET PLATE (1 REQUIRED) REMOVABLE STAINLESS STEEL SHOWER SEAT w/EMBEDS DRILL AND CTSK FOR STAINLESS STEEL 1/4-20 FIAT HEAD TORX WITH PIN SECURITY ANCHOR TYP. HOOK BODY x . HOOK STF F"x 6"x 7" TINTING PLATE STAINLESS STEEL SHOWER HOOK ZINC PLATE FINISH PICNIC TABLE ELEVATION V 1 11 2'-6" 2'-6" 1 -6" jl II II D D I---- I i I ----- I I ♦ DL o E E II IM IN E GRAB BARS LOCATION @ TOILET AREA TOP BRACKET #10 GA M.S. TABLE TOP FORMED CHANNEL 2'-2"x 4'-0" LG, 3" FLANGE 6"x 2"x 3/16" 4 _6'• W/ 1 1/2" HEM FORMED CHANNEL 6"x 2"x 3/16" (3 SEAT SUPPORTS) #10 GA M.S. SEAT TOP 1'-0"x 4'-0 LG, 2" FLANGE W/ 1 1/2" HEM N N Z I FORMED CHANNEL BASE PLATE 12"x 3"x 3/16"11" 11,, 1" 3/8"x 3"x 2'-0" LG (3 LEG COLUMNS) 2'-0" W/ 9/16" DIA. (3 HOLES) PICNIC TABLE TYPICAL SIDE VIEW D E 8-MAN PICNIC DAYROOM TABLE FINISH: POWDER COAT (COLOR TO BE SELECTED BY ARCHITECT) 1 1/2" HEM (TYP) SECTION D-D 1 1/2" HEM (TYP) SECTION E-E 3" WALL LINE 1 1 /2"x.120 WALL 12„ STAINLESS SEELTUBE 1/4" 0 @ 8 O.C. / 1/8" STAINLESS WEEP HOLES STEEL END CAPS ^�N .ry N � I i MN V • � ih - I CV Q SIN O 3/16"X 3"x FULL LENGTH N M GRAB BARS LOCATION STAINLESS STEEL EMBED WITH 1/� (2) 3/16"x 2"x 5" FLANGED MILD 3 @ SHOWER AREA STEEL ANCHOR STRAPS HAVING 16 FABRICATED STAINLESS STEEL (1) 3/4" 0 HOLE (TYP) BENT PLATE SUPPORT (FULL LENGTH) 3/16 1-8 GRAB BAR SECTION STAINLESS STEEL GRAB BARS w/EMBEDS REQUIRED _@ REGULAR LOCATION WITH (ONE) MINNUK a `o (2) 1 N 1 "x 2" M.S. BAR REQUIRED @ HANDICAPPED LOCATION SHOP WELDED TO WITH (2) MIRRORS 3/8" ARM PLATE 3/16"x 6 1/4" FORMED A MILD STEEL PLATE x 8 3/4" LONG STAINLESS STEEL MI_RROR ONE PIECE- LARGE MIRROR 1/4-20 x 1/2" LONG F.H. STAINLESS STEEL TORX SHEET SCREW WITH EXPANSION SHIELD SECTION Z-Z (TYP.) 1/4"x 4"x 1'-O" M.S. BARS WITH. H(2) 3/16"x 2" x 5" FLANGED ANCHOR STRAPS W/ (1) 3/4" 0 HOLE SUPPO- � 3/16"x 11 5/8" DIAMETER of �d� e SUPPORT PLATE 3/16"x 11 5/8 0 2 1/2" DIAMETER b 9s, 3/8" THICK PLATE SCH. 40 PIPE I ARM ASSEMBLY 1/4"x 8" SQ. PLATE N. FLR. FINISH FLOOR 7/16° 0 HOLE ':`'q. 3/8 0 ANCHOR BOLT 3/4"0 PIN x 7 1/4" FIELD TACKWELD FOR 3/4" SCH. 40 PIPE AND SECURITY 1/4"x 1 1/2"x 11 1/4" M.S. FORMED PLATE STOOL.— FLOOR MOUNTED WALL MOUNTED SWIVEL STOOL w/EMBEDS FINISH: POWDER COAT FINISH: POWDER COAT (COLOR TO BE SELECTED BY ARCHITECT) (COLOR TO BE SELECTED BY ARCHITECT) MASONRY WALL H.4„ 2'-0" REM /; SECTION R-R t o r l a( SEAT #11 GA. M.S. x 12" DIA. WITH 1 1/2" FLANGE RT PLA TE SECTION "H" MASONRY WALL -\ V, EMBED FINISH: FACTORY PRIMER PAINT 1/4"x 4"x 1'-5" MILD STEEL EMBED WITH (2) 3/16"x 2"x 5" FLANGED #10 GA MILD STEEL BENCH TOP WITH MILD STEEL ANCHOR STRAPS HAVING 2" FLANGE UP AT BACK, 2 1/2" (1) 3/4" 0 HOLE (TYP) 2" 3 FLANGE DOWN FRONT FACE AND 1" HEM 3" 2 EMBED & � EMBED & GUSSET GUSSET �Icr q R 4 ROUND N --------�-- ------ CORNERS Nit N 1„I o u 11" PN 2„ I o V V I N � V t 3/16 1-6 n I FINISH FLOOR END GUSSETS: 3/16" x V-4" MILD STEEL WALL BRACKET WITH 2" FLANGE. INTERMEDIATE GUSSETS: 3/16" x V-3" MILD 2" STEEL WALL BRACKET WITH 2" FLANGE WALL LINE (BELOW BENCH TOP) 36" (MAX.) ON CENTERS WALL MOUNTED BENCH w/EMBEDS FINISH: POWDER COAT (COLOR TO BE SELECTED BY ARCHITECT) EMBED FINISH: FACTORY PRIMER PAINT R 3ENCH LENGTH TOP VIEW -mm FINAL REVIEW CONSTRUCTION DOCUMENTS ns We Description F CD W �11 n D on m LJ_ V J Q� �W x W O� W 0 W U Q W W Z U O n DETENTION CONTRACTING Date: JUNE 14, 2006 Project No. Drawn By: AMVJ Checked By: Sheet Tile: SECURITY FURNITURE Drawing No. D4.00 THE C TOF LA PORTE POL CE D EPARTM EN I B U L D NG LA PORT-, TEXAS ABBREVIATIONS: G.C. - GENERAL CONTRACTOR E.C. - ELECTRICAL CONTRACTOR S.E. - SECURITY ELECTRONICS S.E.C.- SECURITY ELECTRONICS CONTRACTOR SEC - SECURITY ELECTRONICS CABINET CONDUIT INSTALLATION NOTES: 1. S.E.C. TO PROVIDE AND INSTALL A COMPLETE CONDUIT RACEWAY FOR THE S.E. SYSTEM TO INCLUDE, BUT NOT BE LIMITED TO: CONDUIT; WIREWAYS; STANDARD BACKBOXES; FITTINGS; SUPPORTS. 2. S.E. SYSTEM RACEWAY CONDUITS SHALL BE CONCEALED UNDER FLOOR SLABS AND IN MASONRY WALLS. OVERHEAD RACEWAYS SHALL ONLY BE PERMITTED FOR CEILING -MOUNTED S.E. DEVICES. DEVIATIONS FROM THIS INSTALLATION PROCEDURE WILL REQUIRE PRIOR WRITTEN APPROVAL FROM THE S.E. CONTRACTOR. 3. ALL CONDUITS INSTALLED IN EQUIPMENT ROOMS SHALL BE EXPOSED. 4. E.C. TO PROVIDE PULL STRINGS IN S.E. CONDUITS ONCE RACEWAYS ARE COMPLETED. 5. E.C. TO PROVIDE APPROVED ACCESS PANELS WITHIN 1' OF JUNCTION BOXES WHEN INSTALLED IN NON -ACCESSIBLE AREAS. 6. ALL S.E. DEVICE BACKBOXES (i.e. INTERCOM) TO BE LOCATED IN MASONRY WALLS SHALL BE RECESSED FLUSH TO FINISHED WALL AND LEVEL TO FINISHED FLOOR. BACKBOXES SHALL BE MASONRY TYPE ONLY, GANGABLE BACKBOXES ARE NOT PERMITTED. SUCH S.E. DEVICES DO NOT HAVE TOLERANCE OR ADJUSTMENTS FOR INCORRECTLY INSTALLED OR UN -LEVEL BACKBOXES. 7. PROVIDE IDENTIFICATION OF RACEWAY SYSTEMS FOR S.E. DEVICE HOMERUNS AT HEADEND. 8. SPECIAL BACKBOXES FOR S.E. EQUIPMENT TO BE PROVIDED BY S.E. CONTRACTOR AND. INSTALLED BY E.C. STANDARD BACKBOXES TO BE PROVIDED AND INSTALLED BY E.C. 9. FLEXIBLE CONDUITS SHALL ONLY BE PERMITTED FOR CEILING -MOUNTED S.E. DEVICES NOT TO EXCEED. 6 FEET IN LENGTH. 10. USE METALLIC RIGID ELBOWS IN NON-METALLIC (PVC) CONDUIT RUNS OVER 100' OR IN NON-METALLIC (PVC) RUNS WHICH HAVE MORE THAN TWO BENDS, REGARDLESS OF THEIR LENGTH. 11. S.E.C. TO PROVIDE AND INSTALL SEPARATE WIRE & RACEWAY FOR ALL 120VAC SUPPLY VOLTAGES, EMERGENCY POWER AND/OR UPS DISTRIBUTION TO ALL S.E. EQUIPMENT AND/OR DEVICE LOCATIONS AS INDICATED ON DRAWINGS. 12. FOR ELECTRONICALLY CONTROLLED AND MONITORED DOORS, CONDUIT SHALL BE ROUGHED TO LOCKSEf 'POCKET' OF DOOR FRAME ONLY, AND NOT TO THE CLOSURE/DPS 'POCKET'. SEE HOLLOW METAL SHOP DRAWINGS. CONDUIT FILL NOTES: 1. ALL CONDUITS SHALL BE SIZED PER NATIONAL ELECTRIC CODE AND/OR LOCAL OR STATE CODES NOT TO EXCEED 40% FILL OR 360 DEGREES OF TOTAL BENDS. ADDITIONALLY, REDUCE CONDUIT FILL TO 35% OR TOTAL BENDS TO 270 DEGREES FOR EVERY RUN OF CONDUIT OVER 100' IN LENGTH. 2. AUDIO HOMERUNS SHALL NOT EXCEED A MAXIMUM OF (6) COMBINED INTERCOMS OR PAGING ZONES. 3. CCTV HOMERUNS SHALL NOT EXCEED A MAXIMUM OF (2) PER 3/4°C. OR (4) PER 1 °C. HOMERUN. 4. DOOR HOMERUNS SHALL NOT EXCEED A MAXIMUM OF (2) PER 3/4°C. OR (4) PER 1 °C. HOMERUN. 5. MINIMUM CONDUIT SIZE SHALL BE 3/4 6. SEPARATE CONDUITS SHALL BE PROVIDED FOR EACH SYSTEM TYPE. 7. ALL. CONDUIT HOMERUNS SHOULD BE RAN TO THE CENTER -MOST DEVICE WHEN COMBINING MORE THAN (2) DEVICES IN ANY RUN. nFTFNTION RACKROX I FGFNn. SYMBOL LEGEND BACKBOX LEGEND HEIGHT TYPE WIRING REQUIREMENT (UNLESS NOTED OTHERWISE) OXxx. - ELECTRONICALLY CONTROLLED CELL DOOR W/ DPS XXX-INDICATESUMBER NOTE: SEE HOLLOW METAL DRAWINGS A BELDEN 27600A - 6C 18AWG G- MAGNETIC STRIKE Elm - DOOR POSITION SWITCH NOTE: SEE HOLLOW METAL DRAWINGS B BELDEN 27916 - 2C#18AWG XXX- INDICATES DOOR NUMBER XXX - DETENTION GRADE INTERCOM STEEL CITY GW-335-C 48" A.F.F. TO CENTER C BELDEN 8730 2PR #22 AWG (1PR SHIELDED) XXX-INDICATES DOOR NUMBER VC -INDICATES VOLUME CONTROL lisp - PEDESTAL MOUNTED DETENTION GRADE INTERCOM STEEL CITY GW-335-C PEDESTAL MOUNTED C BELDEN 8730 2PR #22 AWG (1PR SHIELDED) XXX XXX-INDICATES DOOR NUMBER - DETENTION GRADE PAGING SPEAKER STEEL CITY GW-335-C REFER TO FLOOR PLANS G BELDEN 8760 2PR #22 AWG (1PR SHIELDED) XXX XXX-INDICATES PAGE ZONE 314 - DETENTION GRADE PAGING HORN STEEL CITY GW-335-C 12' A.F.F. TO CENTER G BELDEN 8760 2PR #22 AWG (1PR SHIELDED) XXX XXX-INDICATES PAGE ZONE - PANIC BUTTON WALL MOUNTED STEEL CITY GW-135-C 48" A.F.F. TO CENTER 8 BELDEN 27916 2C #18 AWG XXX-INDICATES ROOM AREA © - PANIC BUTTON MOUNTED UNDER MILLWORK STEEL CITY GW-135-C REFER TO SE22.01 FOR DETAILS 8 BELDEN 27916 2C #18 AWG M XXX-INDICATES ROOM AREA ® - REQUEST TO EXIT BUTTON STEEL CITY GW-135-C 48" A.F.F. TO CENTER J WEST PENN 224 - 2C #18 AWG XXX-INDICATES DOOR NUMBER FV - CAN OUTLETS STEEL CITY GW-135-C 10' A.F.F. TO CENTER N/A PROVIDED BY OTHERS XXX=INDICATES DOOR NUMBER CR - CARD READER STEEL CITY GW-135-C 48" A.F.F. TO CENTER H BELDEN 5506FE 8C #22 AWG XX-INDICATES CARD READER NUMBER BELDEN 27916 - 2C #18 AWG - INTERIOR FIXED CAMERA REFER TO SCHEDULE SE26.00 REFER TO CCTV SCHEDULE D BELDEN 1426A RG59 20 AWG CXX CXX-CAMERA NUMBER BELDEN 27916 2C#18 AWG - EXTERIOR FIXED CAMERA REFER TO SCHEDULE SE26.00 REFER TO CCTV SCHEDULE E BELDEN 1426A RG59 20 AWG CXX CXX-.CAMERA NUMBER BELDEN 27916 2C#18 AWG -[;;wCxX - EXTERIOR FIXED CAMERA PEDESTAL REFER TO SCHEDULE. REFER TO CCTV SCHEDULE E BELDEN 1426K RG59 20 AWG CXX-CAMERA NUMBER BELDEN 27916 2C#18 AWG p}Xx - EXTERIOR, PTZ.CAMERA REFER TO SCHEDULE SE26.00 REFER TO CCTV SCHEDULE F BELDEN 1426A RG59 20 AWG CXX-CAMERA NUMBER BELDEN 27916 2C#18 AWG; BELDEN 1583A - CAT5 - MICROPHONE MOUNTED ON DESK REFER TO SE20.00 SERIES FOR LAYOUT N/A REFER TO SE26.20 FOR WIRING DETAILS XXX-INDICATES ROOM AREA �w - VEHICLE LOOP DETECTOR REFER TO SE FLOOR PLAN LAYOUTS FOR LOCATION N/A REFER TO SE22.00 FOR DETAILS Xw - INTERLOCK GROUP REFER TO SE FLOOR PLAN LAYOUTS FOR ALL INTERLOCK GROUPS N/A / N/A XX-INDICATES INTERLOCK GROUP NUMBER CCTV] CCTV EQUIPMENT REFER TO SE20.00 SERIES FOR LAYOUT N/A REFER TO SE26.20 FOR WIRING DETAILS CS# - CONTROL STATION REFER TO SE20.00 SERIES FOR LAYOUT N/A REFER TO SE22.00 FOR DETAILS SEC - SECURITY ELECTRONIC EQUIPMENT CABINETS REFER TO SE20.00 SERIES FOR LAYOUT N/A REFER TO SE25.20 FOR WIRING & EQUIPMENT DETAILS ACU - ACCESS CONTROL PANELS REFER TO SE FLOOR PLAN LAYOUTS FOR LOCATION N/A REFER TO SE29.00 FOR DETAILS FADGTI BADGING STATION REFER TO SE FLOOR PLAN LAYOUTS FOR LOCATION N/A N/A PS - UNITERRUPTIBLE POWER SUPPLY REFER TO SE FLOOR PLAN LAYOUTS FOR LOCATION N/A N/A - HOMERUN REFER TO SE FLOOR PLAN LAYOUTS FOR LOCATION N/A N/A C;;X - INDICATES WIRE TYPE IN CONDUIT REFER TO SE FLOOR PLAN LAYOUTS FOR LOCATION N/A N/A SINGLE GANG MASONRY BOX STEEL CITY GW-135-C 2 GANG MASONRY BOX 3 GANG. MASONRY BOX - - - STEEL CITY GW-235-C STEEL CRY GW-335-C FINAL REVIEW CONSTRUCTION DOCUMENTS ns Date F-71 O O �l 0 O � c0 Q� Q O W O� W O On O O O 0- OO O W W O U O O Dote: 06-14-06 Project No. Drawn By: Checked By: Sheet Title: SECURITY ELECTRONICS DEVICE LEGEND/ NOTES Drawing No. SE00.0.1 FINAL REVIEW CONSTRUCTION DOCUMENTS Revisions Rev. Date Description W � I� om n W x W O� W Q �n o W n- UO Q Z U 0 n Date: 06-14-06 Project No. Drawn By: Checked By: Sheet Title: SECURITY ELECTRONICS DEVICE LAYOUT AREA A Drowing No. SE10.01 GENERAL NOTES: 1. ALL CONDUIT TEMRINATES IN EQUIPMENT 161. UNLESS NOTED OTHERWISE 2. REFER TO DRAWING SE00.01 FOR WIRE TYPES & DETAILS 3. ALL CONDUIT IS %4" UNLESS NOTED OTHERWISE FINAL REVIEW CONSTRUCTION DOCUMENTS Revisions Rev. Date Description O W D O m El- cn X LJ— O Q h�, O U,U o U� U W UU Z U O I Date: 06-14-06 Project No. Drawn By: Chocked By: Sheet Title: SECURITY ELECTRONICS DOOR LAYOUT AREA A Drawing No. ' SE10.02 ; ■ WTCiNNE WTtl�INE W W1aMNE WipiUNE WTgl�p�^^�= UWGHIIN WICNIJNE W�� WiCHI➢Il WTWINE WICHUNE UANN1NE W WTEIWNEI —j— W1GiNNE W NE MAMNE W E W1CNlINE 'llA11YWIE W1tlWXE -+— WiCNI11RL-7 E Witll mmliUNE WtCIiUm -I \\\ JIII 1 G- Z03 MGENCE� Z03 140 - 0 GAPE VG_GUN 137E F 9 42 1.0. 137A- iG Z03 1i3) 2C a EVIDENCE/ l.a ELE��TR�I�C�AE - � Z03 Z03 1E lw t3B 'g b LE6 1G o3 EE_SD I.r_sN^.E GENERAL NOTES: i B0' i�? -eB 1. ALL CONDUIT TEMRINATES IN Cl 10' EQUIPMENT 161. UNLESS F.F. NOTED OTHERWISE Z03� Z03 O76 2. REFER TO DRAWING SE00.01 1x °�.. _ FOR WIRE TYPES & DETAILS J Z03 C17 1D Z03 3. ALL CONDUIT IS -3/4" UNLESS ,1 71D 1D1Gcts TRAININ 6NOTED OTHERWISE o2 16NTER�JALZ041C IEXF gsd ci` eel IfF 203 Z03 5 di 10 T7O.F. Z02 x 1 BRm ' 14 _ 133 Z02 Z02 TRAINING RED 2 JP�(!(�(gLq,'.S suPPLIES 1 3`3'"' 03 Nc vl iG I Z03 2 a Z03 N l,cl p Z04 iG ® �Z04?27iHEd 202 ZD2 _.-- ® TELEPHONE ROOId/ OCFf 0 U� RAoln 129 ltt Pfl0 ERIY R OM FlNG�PI�RVI 9£EIGER gp Ba 28t Z03 ie FZ02V ms cNAN10 ZD2 3Ttl203 iG 1�4s� 202 R�E�c¢ a�gs� i "C. 1G 120 A.F.F. 1"C C14 1228 RFIfi 0M ® 122D 1 D Z02 7' A.F.F ® to i"0. MEc ICAL Z04 1C JNTFWEVf 1 122A 122C 1"C. nS tea Ef 1 7' A.F.F. - 7' A.F.F ENERGENGY.., OPERATIONS CL122 EX 293 — � 1G t cn -iea- T A.F.F. 1C � � p1 116E B fl EFf C N ( COMP jffl PORT 114, a 1 — \C73 ZO Ito �V'S �¢tlf� qq�� ����N$� ld 1D Z01 ld 0 0 1PESIQi1rnA 7� A.F.F. CON rFA�PN f RGara 6 7C i 4 C12 1G 1C Z04 204 snIV. Z04 - t0a a 1G ts�aT pD41 ISt RAtNE NE.—..., �5 LE�C�L"--„,..,,,,, ZD7 `i`Ob� 111 ASsr�SF^�T I`9�E09E"�' 1O`� +ri" '�` t YE"I.e. 9v J1E lea 113 1 100 .L 147E! GI.145Ei SUPPLI25 119 1F S 1 cot 02 g- 70' A.F.F. 10' A.F,F. _ R i F 0 E 8 SECURITY ELECTRONICS AREA A AUDIO/CCTV/MISC LAYOUT 9r SE10.03 SCALE: 3/32"-1' FINAL REVIEW CONSTRUCTION DOCUMENTS. Revisions Rev. Date Description U U U UW U UU U U l W x Iw U� U U �0- U U °- U� U W W = U U U Date: 06-14-06 Project No. - Drawn By: Checked By: Sheet Title: SECURITY ELECTRONICS AUDIO/CCTV/MISC LAYOUT AREA A Drawing No. - SE10.0,36. 6 J$ 1 )SECURITY ELECTRONICS AREA B .DEVICE LAYOUT SE10.04j SCALE: 3/32"-11 .FINAL REVIEW CONSTRUCTION DOCUIVENTS Revisions Rev. Dote Description O W � O m C Q� Q x O Wi W UD Q W W Z U O n Date: 06-14-06 Project No. Drawn By: Checked By: Sheet Title: SECURITY ELECTRONICS DEVICE LAYOUT AREA B Drawing No. - SE10.04 SECURITY ELECTRONICS AREA B DOOR LAYOUT SCALE: 3/32"-t' FINAL REVIEW CONSTRUCTION` DOCUMENTS Revisions Rev, Date Description 4 CD W D O t r Wi W W O � \ n t- O W E- UD Q W W ZU O 4 Date: 06-14-06 Project No. Drawn By: Checked By: Sheet Title: SECURITY ELECTRONICS DOOR LAYOUT AREA B Drawing No,. SE10.05 SECURITY ELECTRONICS AREA B AUDIO/CCTV/MISC LAYOUT SCALE: 3/32"-1' GENERAL NOTES: 1. ALL CONDUIT TEMRINATES IN EQUIPMENT 161. UNLESS NOTED OTHERWISE 2. REFER TO DRAWING SE00.01 FOR WIRE TYPES & DETAILS 3. ALL CONDUIT IS 3/, UNLESS NOTED OTHERWISE FINAL .REVIEW CONSTRUCTION DOCUMENTS Revisions Rev. Date ( Description O WW �I J m (O L� Q W x W O� W Q h�- O �W n U� Q � W Z U O n Date: 06-14-06 Project No. Drawn By: Checked By: Sheet Title: SECURITY ELECTRONICS AUDIO/CCTV/MISC LAYOUT AREA B Drawing No. SE10.06 Revisions Rev. Date Description BOOKCASE O PROVIDED BY OTHERS 6' WO BENCH O O SE U.o (PROVID DR BY OTHERS) ■■■� 0 11 BLACK SAFE Fall'PROVIDEDBY OTHERS SQ0.0 11 B Q0.0 12 13 4 CCTV VIEWING STATION CHIEF 118 SE20.00 SCALE: 1/2"-1 � W x W z0 L= wo Lo I I I m} mr m z JAIL PROCESSING 231 n SE20.00 SCALE 1/z•—r a . ° O d O O rn sE2oo Qo.o � 1 ■ 0 SERVER CK ' I x Lit (PP.OVID BY OTHERS) W W om 0 �o 9 8 � 0� W �= SERVER RACK (PROVIDED BY OTHERS) 11 e" E � f — 5 CCTV VIEWING STATION ASSIST. CHIEF 113 F sQa° Q SE20.00 SCALE: 1/z"-1' s¢o.a O 7 � 6" ,� ( l W n I--- 3' 3' U/ DISPATCH 288 ' 1 ' SE20.00 SCALE: 1/z"—t' I I W r F 8 5 4 3 CCTV VIEWING STATION VIEWING 191 —� sEzo:oo SCALE: 1/21-r 5 E UIPMENT HEADEND COMPUTERS 108 SE20 00 SCALE: 1/2'- O GENERAL NOTE: 1. REFER TO SE21.00 SERIES FOR ALL CABINET DETAILS 2. REFER TO SE28.00 SERIES OFOR ALL UPS DETAILS 13 12 _ NOTE: 1 DOOR & AUDIO CABINET. EMEGENCY POWER CIRCUITS BY E.C. REFER TO DRAWINGS 2 CCTV CABINET. SE28.00 & SE28.01 FOR DETAILS — — — 3 UPS (I CUITS TO CONTROLCABINETS AND4 OUTPUT CIRCUIT BREAKER RECEPTACLES ;4"C. TO SEC (CCTV) FROM FIELD S UPS BYPASS SWITCH' �� !9 FROM FIELD CCTV FROM FIELD FROM FIELD DEVICES CONTROL CAMERAS CARD READERS 6 CCTV POWER SUPPLIES 1 "C FROM SEC (CCTV)7 ACCESS CONTROL PANELS 1"C FROM SEC (DATA)- ( 1"C FROM SEC (AUDIO) -------,_----------: I�_IL._----------------------------- _ __--��—..---_�___.___ II t 8 21" TOUCHSCREEEN STATION WIRE GUTTER (PROVIDED BY OTHERS) 3/4"C. FROM UPS CIRCUIT ----------------__--. --------'-------..—__.---- _._�.-.—. �— —_—9 21" CCTV MONITOR 10 TOUCHSCREEN CPU A DISTACH 288 REVIEW. STATIONS CCTV VIEWING STATION VIEWING 191 0 11 CCTV KEYBOARD 5�0 00 SCALE 1/2"-t' $E2o.00 SCALE 1/2"-1' o o POWER NOEL 12 VIDEO REVIEW STATION 07 O 13 ADS STATION O 11 O ® 8 7 O Q ® 0 11 O Date: 06-14-06 s O O Project No. 1"C TO SEC (CCTV) o 0 1"C TO SEC (AUDIO) o 0 - 1"C TO SEC (DATA) "C. TO SEC (CCTV) Drown By: E 3/4"C. TO UPS CIRCUIT Checked By: Sheet Title: R SECURITY ELECTRONICS E COMPUTERS 108 F COMPUTERS 1OS FLOOR PLAN LAYOUTS & B DISPATCH 288 CONTROL STATION TYPICAL CCTV VIEWING STATION sEzo.00 SCALE 1/2"-r' sEzo.00 SCALE: 1/2'-1' ELEVATION DETAILS 3 SE20.00 scaLE t/z"-1' SE20.00 SCALE 1/2.—r' Drawing Na. SE20.00 I FINAL REVIEW CONSTRUCTION DOCUMENTS x 1 SYSTEM CONDUIT RISER SE22.00 FINAL REVIEW.,CONSTRUCTION DOCUMENTS; ' Revisions Rev. Date Description U W O ( 1 1 W V l x W U� W Q h�- in o W n- UO � W W z U U. Date: 06-14-06 Project No. Drawn By: Checked By: Sheet Title: SECURITY ELECTRONICS SYSTEM CONDUIT RISER Drawing No. SE22.00. BUILDER / CONTRACTOR RESPONSIBILITIES GENERAL NOTES IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED AND DETAILED FOR THE LOADS AND CONDITIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. THE SUPPLYING OF SEALED STIPULATED IN THE CONTRACT AND SHOWN ON THESE DRAWINGS. ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE THAT METALLIC BUILDING COMPANY OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN DONE UNDER THE ADVICE AND DIRECTION OF A REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. PROFESSIONAL FOR A CONSTRUCTION PROJECT. METALLIC BUILDING COMPANY WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED. THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS THIS METAL BUILDING IS DESIGNED WITH METALLIC BUILDING COMPANY'S STANDARD PRACTICES WHICH ARE BASED REQUIRED. ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS AND CODES. APPROVAL OF' METALLIC'S DRAWINGS AND CALCULATIONS INDICATE THAT METALLIC' BUILDING COMPANY CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS: 1. AMERICAN INSTITUTE OF STEEL CONSTRUCTION: "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION (SECT. 4.2.1 AISC CODE OF STANDARD PRACTICES, 9TH ED.) OF STRUCTURAL STEEL FOR BUILDINGS" WHERE DISCREPANCIES EXIST BETWEEN METALLIC'S STRUCTURAL STEEL PLANS AND THE PLANS FOR OTHER TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN. (SECT. 3.3 AISC CODE OF STANDARD PRACTICE 9TH ED.) 2. AMERICAN IRON AND STEEL INSTITUTE: "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY MEMBERS" METALLIC BUILDING COMPANY ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN METALLIC BUILDING COMPANY'S ENGINEERS UNLESS SPECIFICALLY INDICATED. 3. AMERICAN WELDING SOCIETY: "STRUCTURAL WELDING CODE" AWS D1.1. THE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK IN COMPLIANCE WITH METALLIC BUILDING COMPANY'S "FOR CONSTRUCTION" DRAWINGS. 4. METAL BUILDING MANUFACTURER'S ASSOCIATION: "LOW RISE BUILDING SYSTEMS MANUAL" PRODUCTS SHIPPED TO BUILDER OR HIS CUSTOMER SHALL BE INSPECTED BY BUILDER IMMEDIATELY UPON ARRIVAL. CLAIMS FOR SHORTAGES OR DEFECTIVE MATERIAL IF NOT PACKAGED MUST BE MAILED TO METALLIC IN 5. INTERNATIONAL .CONFERENCE OF BUILDING OFFICIALS: "UNIFORM BUILDING CODE" WRITING WITHIN FIVE (5) DAYS AFTER RECEIPT OF THE SHIPMENT. HOWEVER, IF A DEFECT IS OF SUCH A NATURE THAT REASONABLE VISUAL INSPECTION WOULD, FAIL TO DISCLOSE IT, THEN THE CLAIM MUST BE MADE WITHIN FIVE (5) DAYS 6. SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL: "STANDARD BUILDING CODE" AFTER THE BUILDER LEARNS OF THE DEFECT. METALLIC WILL NOT BE LIABLE FOR ANY DEFECT UNLESS CLAIM IS MADE WITHIN ONE (1) YEAR AFTER DATE OF THE ORIGINAL SHIPMENT BY METALLIC TO BUILDER 7. BUILDING OFFICIAL AND CODE ADMINISTRATORS INTERNATIONAL: "BOCA NATIONAL BUILDING CODE" OR HIS CUSTOMER. METALLIC WILL BE GIVEN A REASONABLE OPPORTUNITY TO INSPECT DEFECTIVE MATERIALS UPON RECEIPT OF CLAIM BY BUILDER. 8. NATIONAL BUILDING CODE OF CANADA. IF A DEFECT IS OF SUCH NATURE THAT IT CAN BE REMEDIED BY A FIELD OPERATION AT THE JOB SITE WITHOUT THE NECESSITY OF RETURNING THE MATERIAL TO METALLIC, THEN UPON WRITTEN AUTHORIZATION OF 9. INTERNATIONAL BUILDING CODE (IBC) METALLIC THE BUILDER MAYS REPAIR OR CAUSE THE MATERIAL TO BE REPAIRED AND METALLIC WILL REIMBURSE THE BUILDER FOR THE COST OF THE REPAIR IN ACCORDANCE WITH THE WRITTEN AUTHORIZATION. MATERIAL PROPERTIES OF STEEL PLATE USED IN THE FABRICATION OF PRIMARY RIGID FRAMES, AND OTHER PRIMARY ALL BRACING AS SHOWN AND PROVIDED BY METALLIC FOR THIS BUILDING IS REQUIRED AND SHALL BE STRUCTURAL EXCLUSIVE OF COLD -FORMED SECTIONS, CONFORM TO ASTM-A529 OR. A-572. FLANGES WITH INSTALLED BY THE ERECTOR AS A' PERMANENT PART THE STRUCTURE. 'THICKNESS OF ONE INCH OR LESS AND WIDTH OF• 12" OR LESS CONFORM TO A-529 WITH A MINIMUM YIELD POINT OF TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS,, BRACES, FALSE WORK, CRIBBING OR OTHER ELEMENTS REQUIRED 55,000 psi.FLANGES GREATER THAN 1" IN THICKNESS OR 12" IN WIDTH CONFORM TO A-572 WITH A MINIMUM YIELD FOR OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR. THESE POINT OF 50,000 FLANGES WITH THICKNESS OF 2" I WIDTH OR LESS AND A WIDTH GREATER THAN 12" CONFORM RARYECTION TEMPORARY : SUPPORTS WILL SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST psi. LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WIND, TO 136 WITH A MINIMUM YIELD POINT OF 42,000 psi. WEB MATERIAL CONFORMS TO ASTM-A36 MODIFIED WITH A SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK BY MINIMUM YIELD POINT OF 46,000 psi. OR ASTM-A1011 OR 50. OR THE ACTS OF OTHERS, NOR SUCH .UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR. COLLISION. MATERIAL PROPERTIES OF PIPE SECTIONS CONFORM TO ASTM-A53 TYPE E, GRADE B WITH A MINIMUM YIELD POINT ,(SECT. 7.9.1 AISC CODE OF STANDARD PRACTICE, 9TH ED.) OF. 35,000 psi: DESIGN OF GUTTER AND DOWNSPOUT IS A FUNCTION OF THE RAINFALL INTENSITY AND AREA TO BE DRAINED. MATERIAL PROPERTIES OF HOT ROLLED STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM-A992 DESIGN PARAMETERS UTILIZED ARE IN ACCORDANCE WITH THE 1986 LOW RISE BUILDING SYSTEMS MANUAL AND/OR WITH A MINIMUM YIELD POINT OF 50,000 psi. THE 9TH EDITION OF THE ARCHITECTURAL GRAPHIC STANDARDS, AS APPLICABLE. PROPER OWNER MAINTENANCE MATERIAL PROPERTIES OF COLD FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO ASTM-A1011 DICTATES THAT THE DRAINAGE SYSTEM BE KEPT FREE AND CLEAR OF DEBRIS AND/OR ICE AT ALL TIMES TO ENSURE GRADE 55 MODIFIED WITH A MINIMUM YIELD POINT OF 57,000 psi. PROPER FUNCTION OF THE GUTTER AND DOWNSPOUT. IN THOSE CASES WHERE THE OWNER/TENANT OF A PROPERTY MATERIAL PROPERTIES OF ROOF/WALL SHEETING, BASE METAL CONFORM TO ASTM-A792 GRADES 50 OR 80 WITH IS UNWILLING OR UNABLE TO PROVIDE PROPER MAINTENANCE, ELIMINATION OF GUTTER SHOULD BE CONSIDERED MINIMUM YIELD POINTS OF 50,000 psi AND 80,000 psi RESPECTIVELY, AS REQUIRED BY DESIGN. COATING OF BASE AS AN ALTERNATIVE. MATERIAL IS 55% ALUMINUM -ZINC ALLOY IN ACCORDANCE WITH AZ55 FOR UNPAINTED OR AZ50 FOR PAINTED SPECIFICATIONS. PRODUCT CERTIFICATIONS CABLE UTILIZED FOR BRACING CONFORMS TO ASTM A475. ROD AND ANGLE UTILIZED FOR BRACING MEMBERS CONFORM TO ASTM A36. STRUCTURAL JOINTS WITH A.S.T.M. A-325 HIGH STRENGTH BOLTS, WHERE INDICATED ON THE DRAWINGS, SHALL BE ASSEMBLED AND THE FASTENERS TIGHTENED IN ACCORDANCE.WITH "TURN -OF -NUT" METHOD AS DESCRIBED IN THE' 7 R A 90 BOLTS 11 13 85) UNLESS OTHERWISE METALLIC BUILDING COMPANY IS A MEMBER OF THE METAL BUILDING MANUFACTURERS ASSOCIATION. METALLIC BUILDING. COMPANY'S FABRICATION AND PRODUCTS ARE COVERED BY ONE OR MORE OF THE FOLLOWING CERTIFICATIONS: 1. APPROVED FABRICATOR OF PREFABRICATED BUILDINGS AND COMPONENTS. REFERENCE ICBO REPORT NO. FA-337 2. SBCCI COMPLIANCE REPORT NO. 9461A 3. AISC METAL BUILDING CERTIFICATION PROGRAM 4. CITY OF HOUSTON APPROVED FABRICATOR (REGISTRATION NO. ,164) 5. WISCONSIN PRODUCT APPROVAL NUMBER 200231-M 6. CLARK COUNTY, NEVADA APPROVED FABRICATOR 7. CITY OF LOS ANGELES, CALIFORNIA APPROVED TYPE 1 FABRICATOR (LA#1.604) 8. CANADIAN WELDING BUREAU CERTIFICATION TO CSA STANDARD W47.1 IN DIVISION 1 (SYMBOL PY72(HOUSTON, TX)) 9. TEXAS DEPT, OF INSURANCE PRODUCT EVALUATION RC-15 APPROVAL NOTES THE FOLLOWING CONDITIONS APPLY IN THE EVENT THAT THESE DRAWINGS ARE USED AS APPROVAL DRAWINGS: A) IT IS IMPERATIVE THAT ANY CHANGES TO THESE DRAWINGS: 1) BE MADE IN CONTRASTING INK. 3) HAVE :;ALL INSTANCES OF CHANGE CLEARLY INDICATED. 2) BE LEGIBLE AND UNAMBIGUOUS. B) DATED SIGNATURE IS REQUIRED ON ALL PAGES. C) MANUFACTURER RESERVES THE RIGHT .TO RE -SUBMIT DRAWINGS WITH EXTENSIVE OR COMPLEX CHANGES REQUIRED TO AVOID MISFABRICATION. THIS MAY IMPACT THE DELIVERY SCHEDULE. D) APPROVAL OF THESE DRAWINGS INDICATES CONELUSIVELY THAT METALLIC HAS CORRECTLY INTERPRETED THE CONTRACT REQUIREMENTS, AND FURTHER CONSTITUTES AGREEMENT THAT THE BUILDING AS DRAWN, OR AS DRAWN WITH .INDICATED CHANGES REPRESENTS THE TOTAL OF THE MATERIALS TO BE SUPPLIED BY MANUFACTURER. E) ANY CHANGES NOTED ON THE DRAWINGS NOT IN CONFORMANCE WITH THE TERMS AND REQUIREMENTS OF THE CONTRACT BETWEEN MANUFACTURER AND ITS CUSTOMER ARE NOT BINDING ON MANUFACTURER UNLESS SUBSEQUENTLY SPECIFICALLY ACKNOWLEDGED AND AGREED TO IN WRITING BY CHANGE ORDER OR SEPARATE DOCUMENTATION. MANUFACTURER RECOGNIZES THAT RUBBER STAMPS ARE' -ROUTINELY USED FOR INDICATING APPROVAL, DISAPPROVAL, REJECTION,. OR MERE REVIEW OF THE DRAWINGS SUBMITTED. HOWEVER, MANUFACTURER DOES NOT ACCEPT CHANGES OR ADDITIONS,.TO CONTRACTUAL TERNS AND CONDITIONS THAT. MAY APPEAR WITH USE OF A STAMP OR SIMILAR INDICATION'OF APPROVAL, DISAPPROVAL, ETC. SUCH LANGUAGE APPLIED TO MANUFACTURER'S DRAWINGS BY THE CUSTOMER, ARCHITECT, ENGINEER, OR ANY OTHER PARTY WILL BE CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE DRAWING NOTES, AND WILL NOT ALTER THE CONTRACTUAL RIGHTS AND OBLIGATIONS EXISTING BETWEEN MANUFACTURER AND ITS CUSTOMER. SPECIFICATION FOR STRUCTURAL JOINTS USING A.S..M. A-325 0 -4 ( - - , NOTED. ALL JOINTS WILL BE ASSEMBLED WITHOUT WASHERS UNLESS OTHERWISE NOTED. ALL STEEL MEMBERS EXCEPT BOLTS, FASTENERS -AND CABLE SHALL RECEIVE ONE SHOP COAT OF IRON OXIDE CORROSION INHIBITIVE PRIMER, MEETING THE PERFORMANCE REQUIREMENTS OF TTP-636. SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES, ARE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS STIPULATED OTHERWISE IN THE CONTRACT. SAFETY COMMITMENT METALLIC BUILDING COMPANY HAS A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE SAFELY ERECTED. HOWEVER, THE SAFETY COMMITMENT AND JOB SITE PRACTICES OF THE ERECTOR ARE BEYOND THE CONTROL OF .METALLIC BUILDING COMPANY. IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY OF ANY JOB SITE. LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER 'SAFETY. MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED. THE USE OF HARD HATS, RUBBER SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL, AND SAFETY NETS WHERE APPLICABLE, ARE RECOMMENDED. FOR PURPOSES' OF DETERMINING LIFT REQUIREMENTS, NO BUNDLE SUPPLIED BY NCI WILL EXCEED 4,000 POUNDS. FOR FURTHER INFORMATION ALSO REFERENCE THE BILL OF MATERIALS FOR INDIVIDUAL MEMBER WEIGHTS OF OTHER STRUCTURAL MEMBERS. IF ADDITIONAL (FORMATION IS.REQUIRED CONTACT THE CUSTOMER SERVICE DEPARTMENT AT 800-777-9378, RAIN FALL INTENSITY IS EQUAL TO 12 INCHES PER HOUR FOR'A 5 MIN. -DURATION (5 YEAR MEAN RECURRENCE) .r DRAWING STATUS FOR APPROVALN0. DATE : THESE DRAWINGS, BEING. FOR APPROVAL, ARE BY DEFINITION NOT A FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR B 5-2-06 PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF.THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE C 5 24 0(c CONSIDERED AS COMPLETE. -� �f, R eeN�fIAUt yW f4ERANYRI HESET DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN -THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. FOR CONSTRUCTION: FINAL DRAWINGS. BUILDING DESCRIPTION: ENDWALL FRAME TYPE BASIC SIZE WIDTH LENGTH HEIGHT ROOF PITCH LEFT RIGHT BLDG. "A" 194'-7 241'-2 15'-0 1:12 NONE NONE BLDG. "B" 18'-4 39'-0 3/16 22'-6 3:12 NONE NONE BLDG. "C" 120'-8 61'-8 15'-0 1:12 MAIN FRAME LEDGER BLDG. "D" 47'-1 30'-B 18'-0 3/16 1:12 LEDGER LEDGER WARNING: IN NO •CASE SHOULD GALVALUME STEEL PANELS BE USED IN CONJUNCTION WITH LEAD OR COPPER. BOTH LEAD AND COPPER HAVE HARMFUL CORROSION EFFECTS ON THE ALUMINUM ZINC ALLOY COATING WHEN THEY ARE USED IN CONTACT WITH GALVALUME STEEL PANELS. EVEN RUN-OFF FROM COPPER FLASHING, WIRING, OR TUBING ONTO GALVALUME SHOULD BE AVOIDED. BASE CONDITION: SHEETING: BLANKET TYPE INSULATION: NONE 24 Go L SUPERLOK /TUND(Ijk ROOF NONE F7 BY MANUFAC NRER BY OTHFRSM ROOF© WALL UL-25 M NONE I NONE WALL SELF DRILLING SCREWS ZINC CAPPED TAPE SEAL: TRIM: (1/8" POP RIVETS AT SPLICES) MEMBER ROOF( SEE MANUAL ) STITCH ROOF( SEE MANUAL) ANCHOR BOLTS 3/8'Ox 26 Ga T-ONDIZ A I RAKE MEMBER WALL( ) STITCH WALL( ) BYOTHERS V = 26 Ca EAVE RAKE TO ROOF: STITCH RAKE TO WALL: STITCH WARRANTIES 26 Ca GUTTER GUTTER TO ROOF: STITCH GUTTER STRAPS: STITCH BUILDING MANUFACTURER U.L. 90 YES 26 Ga DOWNS, CORNER TRIM: STITCH RAKE ANGLE: MEMBER 20 YR ROOF YES 26 Ca CORNER PRIMARY: ®RED (GRAY =GALV. 20 YR WALL NO 26. Ca ACCESS SECONDARY: ® RED GRAY "� O GALV. BUILDING LOADS THIS IS TO CERTIFY THAT THIS' STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY IBC 2003 THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS MANUFACTURED BY THE BUILDING MANUFACTURER AND AS SPECIFIED IN THE CONTRACT. ACCESSORY, ITEMS SUCH AS DOORS, WINDOWS, LOUVERS, TRANSLUCENT PANELS, VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED .ARE OTHER PARTS OF THE PROJECT NOT PROVIDED BY THE BUILDING MANUFACTURER SUCH AS FOUNDATIONS, MASONRY WALLS, MECHANICAL EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHOULD BE ERECTED ON A PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE BUILDING MANUFACTURER'S DESIGN MANUAL, THE ATTACHED DRAWINGS, AND GOOD ERECTION PRACTICES, THE CONTRACTOR AND/OR ENGINEER OF RECORD IS TO CONFIRM THAT THESE LOADS COMPLY WITH REQUIREMENTS OF THE LOCAL BUILDING DEPT. ROOF DEAD LOAD 2.5 PSF ( FOR ROOF PANELS AND PURLINS) DRAWING. INDEX COLLATERAL DEAD LOAD 8.0 PSF ISSUE PAGE DMRIPT16H ROOF LIVE LOAD E Ci of 1 COVER SHEET PRIMARY FRAMING 20. PSF E ES-1 INSTW110N PROCEDURES SECONDARY FRAMING 12.0 PSF E FI of 5 ANCHOR BOLT PLAN AUXILIARY LIVE LOAD - PSF 1= F2 of 5 BASE PLATE DETAILS GROUND SNOW LOAD - PSF ( C e = - ) E F3 of 5 REACTIONS E F4 of 5 REACTONS ROOF SNOW LOAD - PSF •E. ' F5 of 5 REACTIONS WIND LOAD 150 MPH, EXPOSURE C SEISMIC ZONE 3 Ao =.114 ,AV =.07 S Et Thru E4 ROOF FRAMING PLANS Seismic Hazard Exposure Group 3 E E5 Thru EB ELEVATIONS Seismic Performance Category C •E E9 Thru E21 CROSS SECTION Site Coefficient D E E22 DOWNSPOUT LOCATIONS IMPORTANCE FACTORS Basic Structural System - Dual system with ordinary E E23 ROOF PANEL LAYOUT 1.15 moment frames of steel & E E24 & E25 SECTIONS WIND LOAD concentrically braced frames E E26 Thru 42 CROSS SECTIONS SNOW LOAD 11_2 Response Modification Factor (R) _ E E43 & E44 CANOPY SECTIONS . SEISMIC LOAD 1.5 Deflection Amplification Factor (Cd) Analysis Procedure --Equivalent Lateral Force MEZZANINE LOADS LIVE LOAD NIA PSF DEAD. LOAD N/A PSF CRANE INFORMATION N/A 65 NSi Thru NS9 STANDARD DETAILS :E14100 fs DESCRIPTION BY CK'D MID -WEST STEEL BUILDING COMPANY (RUCTION PERMIT / APPROVAL JZ 7301 FAIRVIEW < HOUSTON, TEXAS • P.O. BOX 40338 INTERIM REVIEW SET JZ ZIP 77041 (713) 466-7788 ZIP 77240 ? &4#, RuC774V AW&I7' DT0 DESCRIPTION COVER SHEET ZOACST, PEtznlrT� Kr' PlbI SIZE SEE BUILDING DESCRIPTION SHEET C1 CUSTOMER CITY OF LAPORTE 77Xr LAPORTE POLICE LOCATION LAPORTE, TX. CAD BY JZ ORN. BY CK'D BY DATE SCALE JOB NO. I PH BLDG. FC. SHEET NO. ISSUE NONE 0104-228664 A,B,CC&D C1 of 1 K r CUSTOMER SERVICE PROCEDURES AUTHORIZATION FOR CORRECTIVE WORK If the error is the fault of the Manufacturer, an "Authorization for Corrective Work" must be issued in writing by the "Manufacturer to authorize the UNLOADING, HANDLING, 'AND STORING MATERIALS Touch—up of these minor abrasions is the responsibility of the End Customer. Shop primed steel which is coated surfaces when sheets are slid over one another. Never allow panels to be walked on while on the corrective work at a cost not to exceed the maximum total cost set forth, stored in the field pending erection should be kept free of the ground, and so positioned as to minimize ground. In order to give. you prompt services and keep problems to a minimum, please handle any shortages or Alternative corrective work other than that proposed in the "initial Claim* may be directed by the water —holding pockets, dust, mud, and other contamination of the primer film. Repairs of damage to primed Rough & improper handling of a panel is inexcusable & a prime example of poor job supervision. bock charges in the following manner: Manufacturer in the "Authorization of Corrective Work." Only the Customer Service Department may STRUCTURAL — A great amount of time and trouble can be saved if the building parts are unloaded at the surfaces and/or removal of foreign material due to improper field storage or site conditions are not the Carefully check your packing list while unloading. Mark any items, which appear to be missing and notify authorize corrective work. building site according to a pre —arranged plan, Proper location and handling of components will eliminate respoasahflity of the Manufacturer FASTENER INSTALLATION the Customer Service Department at 1-800-777-9378 as soon as possible. Calling someone else could " " V. FINAL CLAIM — The Final Claim in writingmust be forwarded b the Customer to the Manufacturer Y within ten (10) days of completion of the corrective work authorized by the Manufacturer. unnecessary handling. ry 9 I All primer should be touched up as required before erection. Correct fastener installation is one of the most critical steps when installing roof panels. Drive the fastener P 9 delay the proper response. NOTE: Piece marks are stenciled on primary structural members at lower end, 1'-0" from end. i the ROOF AND WALL PANELS in until it is light and the washer is firmly seated. Do not overdrive fasteners. A slight extrusion of neoprene 1. SHORT MATERIALS — Immediately upon delivery of material, quantities are to be verified by the " " The Final Claim must include: Inspect all shipments prior to releasing tie downs for loads [hot may have shiffed during transit. around the washer is a good visual lightness check. Customer against quantities that are billed on the shipping document. Neither the Manufacturer nor the carrier carrier is responsible for the material shortages against the quantities billed on shipping document if such q t. Actual -number of man—hours by date of direct labor use on corrective work and actual hourly rates of pay 2 Taxes and insurance on total actual direct tabor. REMEMBER, SAFETY FIRSTL Blocking under the columns and rafters protects the splice plates and the slab from damage during the Manufacturers wall and. roof panels includin color coated, ahralume & galvanized, provide excellent 9 9 9 P — Always use theproper tool to install fasteners. A fastener driver screw un with a RPM, of 1700 2000 ( gun) should be used for self —drilling screws, A 500-600 RPM fastener diver should be used for,self—topping- shortages are not noted on shipping documents when the material is delivered, and then acknowledged by the comers agent. If the carrier is the Manufacturer, claims for shortages are to be made by the customer I Other direct casts on actual direct labor, 4. Cos} by the Manufacturer to be unloading rocess. It also facilitates the lacin of slings or cables around the members for later lifting and 9 p P 9 9 9 allows members to be bolted together into sub —assemblies while on the ground. Extra care should always service under widely varied conditions. All unloading & erection personnel should fully understand that these ooels ore uoli merchandise, which merits cautious care in handlin �' screws. Discard wom sockets, these can cause the fastener to wobble during installation. of material (not minor supplies) authorized purchased from other than P 4 9 to the common carrier. If the material quantities received are correct according to the quantities that are q 9 q the Manufacturer, Including copies of aid Invoices. 9 P P be exercised in the unloading operation to prevent injuries from handling the steel and to prevent damage Under no circumstances should antes be handled rou i . Packages of sheets should be lifted off P 91� 9 CORRECT DEGREE OF T00 TIGHT TOO LOOSE billed on the shipping documents, but are less than the quantities ordered or the quantities that are 5. Total actual direct cost of corrective work (sum of i, 2, 3 & 4). The "Final Claim" must be signed and "Final to materials and the concrete slab, the truck with extreme care taken to insure that no damage occurs to ends of the sheets or to side ribs. TIGHTNESS SEALANT SQUEEZED TOO THIN SEAti1NF IS NOT NOTES CIRCLE OF EXTRUDES FAR BEYOND COMPRESSED TO necessary to complete the metal building according to the Order Documents, claim fs too be made of the certified true and correct by the Customer. Claims" are credited to the Customer by the DRAINAGE The packages should be stored off the round sufficiently high to allow air circulation underneath the g Y 9 SEAL SEALANT FASTENER HEAD FORM SEAL Manufacturer. 9• Manufacturer in an amount not to exceed the lesser of the maximum total cast set forth in writing In the packages. This avoids ground moisture & deters people from walking on the packages. One end of the NOTE: Aiwa remove metal films from surface of panels at the end of each work period. Rusting filings can destroy Ye 9 P P� 9 9 Y 11, DAMAGED OF DEFECTIVE MATERIAL — Damaged or defective material, regardless of the degree of "Authorization for Corrective Work" or total actual direct cost of corrective work. package should always be, elevated to encourage drainage in case of rain. the pain finish and void any warranty. damage, must be noted the shipping documents by the Customer and acknowledged in writing by the 6. Cost of equipment (rental or depreciation), small tools, supervision, overhead and profit are not subjected to claims. u ELEVATE All stacked metal panels are subject, to some degree, to localized discoloration or stain when water is trapped between their close) nested surfaces. NCI exercises extreme caution during fabrfcotin and PP Y 9 9 MASTIC SEALANT fa carriers agent. the Manufacturer is not responsible for material damaged in unloading of packaged or nested materials, including, but not limited to: fasteners, sheet metal,, "C" & "Z" sections & covering VI. STRUCTURAL FRAMING SHOP PRIMER The Primers supplied try NCI are not intended to provide the uniformity shipping operations to insure that all panel stock is kept d However, due to climatic conditions, water PP 9 P P P ry• Proper mastic application is critical to the weather rightness of a building. Mastic should not be stretched P PP 9 g' when installed. Apply aril to clean, d surfaces. Keep aril enough mastic on the roof that can be PPY Y dry p Y 9 panels that become .wet and/or damaged b water while an the possession of others. Packaged or nested material / 9 Y P 9 of appearance of a finish coat nor to provide extended protection if subjected to prolonged exposure, if immediate erection of steel is not possible, it must be protected from exposure to atmospheric and/or TARP formed by.00ndensation of humid air can become trapped between stacked sheets. Water can also be trapped between the stacked sheets when exposed to rain. This discoloration caused by trapped moisture , installed in a day. During warm weather, store mastic in a cool. dry place. During cold weather (below 60 ) mastic must be kept warm (60'-90') until application. After mastic has been applied, keep protective paper that becomes wet in transit must be unpacked, unsacked and dried by the Customer. environmental conditions that may be detrimental to point performance. These conditions would include, but Y P p is often called wet storage stain. 9 inplaceuntil penal is toady to be installed. If the carrier is the Manufacturer, the Customer must make claim for damage directly to the Manufacturer, not be limited to, prolonged exposure to ultra —violet light due to possible fading and or spotting or standing The stain is usually superficial & has little effect on the appearance or service life of the panels as long as ALIGNING THE GIRTS If the carrier is a common corner, the Customer must make the claim for damage to the common corder, water resulting in spotting, peeling or localized surface oxidation. it is not .permitted to remain on the panels. However, moisture in contact with the surface of the panels The Manufacturer is not liable for any claim whatsoever including, but not limited to labor charges of The MBMA Commentary states that: AIR CIRCULATION over an extended period can severely attack the finish & reduce the effective service life. It isimpemtiue Installation of the building walls is generally done before the roof. Before starting the. wall installation, consequential damages resulting from the Customers use of damaged of defective materials that can be ",,.the manufacturer is not responsible for the deterioration of the shop coat of rimer or P p If water is allowed to remain for extended periods in bundles of primed parts such as girls, purlins, etc., the that all panels ore inspected for moisture upon receipt of the order. If moisture is present; dry the panels at once & store in a dry, warm place. check to be sure that the eave strut and girls are.straight and plumb. One method of aligning the girts is to cut temporary wood blocking to theproper Ian th and install between the lines of Tits. This blocking can P ry 9 9 9 9 detected b visual inspection. Y P III. EXCESSIVE MATERIAL The Manufacturer reserves the right to recover any material delivered in corrosion that may result from exposure to atmos heric and, environmental Conditions, ons, nor the compatibility of the primer to any field apple coating... pigment will fade and the paint will gradually soften reducing its bond to the steel. Therefore, upon receipt of a job, all bundles of primed pans should be stored at an angle to allow any trapped water to drain away CAUTION: Care should always be taken when walking on. panels. Use safety lines and nets when be moved from bay to bay which will reduce the number of pieces required. Normally, one line of blocking e9 Y 9 per bay will be sufficient. Banding can also be used to hold the girts straight and plumb. excess or those required by the Order Documents. " The AISC, Code of Standard Practice further states thal: " and permit air circulation for drying. Puddles of water should not be allowed to collect and remain on necessary! Panels are slippery. Oil or wax applied to the roof & wall panels for protection against weather ryPP P P 9 damage will make them a very slippery surface, Wipe dry any oil that has paddled from bundles stored on NOTE: Temporary girt blocking is not recommended, on concealed fastener panels. The removal of the blacks IV. INITIAL CLAIM — in the event of error, the Customer must promptly make a written or verbal Initial ...the shop coat of paint is the prime coat of the protective system. It protects the steel for only a short of exposure... columns or rafters for the same reason. The is intended to the a slope. Dew, frost, or other forms of moisture greatly increase the slipperiness of fhe panels. Always after panel Installation will cause oil canning. Claim' to the Manufacturer for the correction of design, drafting, Bill of Materials of fabrication error, period Primer touch—up due to transit abrasions and/or scratching during loading and unloading is to be expected. coat of shop rimer protect steel framing for only a short enod of exposure to P P p 9 Y P P ordinary atmospheric conditions, The coat of shop primer does not provide the uniformity of appearance, assume panel surface is slippery &act accordingly. Never walk or step on sky8ghts or translucent panels! FRAME The "Initial Claim" includes: Primer touch—up is not the responsibilityy of NCI. Additional guidelines for the handling and storage of steel components can be found fn both the MBMA Commentary and the AISC Cade of Standard Practice. or the durability and corrosion resistance of a field applied finish coat of paint over a shop primer. Think safety!! Use woad blocking to elevate & slope the panels in a manner that will allow moisture to drain. Wood EAVE STRUT 1. Description of the nature and extent of the errors, including quantities. The Manufacturer is not responsible for deterioration of the shop coat of primer or corrosion that may blocking placed between bundles will provide additional air circulation. Cover the stacked bundles with a 2. Description of the nature and extent of proposed corrective work including estimated man—hours. Vti. SHIPMENT ARRIVAL TIME — Every effort will be made to see that the carrier arrives at the jobsite on resuf from exposure to atmospheric and environmental conditions, nor the compatibility of the primer to tarp or plastic cover. leaving enough opening at the bottom for air to circulate. GIRT 3. Material to be purchased from other than the Manufacturer, including estimated quantities and cost. the requested day and at the requested hour. Manufacturer makes no warren and accepts 9 Y q warranty ep no any Feld applied coating. Minor abrasions to the shop coat caused by handling, loading, shipping, When handling or uncrating the panels, lift rather than slide them apart. Burred edges may scratch the 4. Maximum total cost of proposed corrective work and material to be purchased from other than the responsabaldy for costs associated with a shipment not arriving at a requested tame unless a separate unloading and erection after pointing are unavoidable. Manufacturer. agreement has been made in writing for a guaranteed arrival time. WOOD BLOCKING ES01 ES02 ES03 ESO4 ES05 PROCEDIMIENTOS DE SERVICIO AL CLIENTE AUTQRIZACIQN PARA CQRRECCIQN BE TRABAJOS — Si at error as aulpo del fabricante, Una DESCARGA MANEJO Y ALMACENAMIENTO' DE MATERIAL sitio con minima aqua, poNo , lodo y otros contaminantes que ofecten la prfinera capa. Reparaciones de its otra. Nunca permits qua pisen sabre los paneles mientras estop sabre terra. Un rudo a inapropaado outorizacion pars correcion de trabajo, debera ser emitida an escrito par el fabricante , pare autorizar la ESTRUCTUR — Una gran contidad de tempo y problemas pueden ahorrarse si las piezas son danos a la rimera su erficle o la elimmacfon de materiales a'enos a estos ,debldo at incorrecto P P Yi 1 manejo de los paneles es imperdonable y un buen ejemplo de male supervision de trabajo. En order de done un mejor servicio y reducir los pro5lemas at minima, par favor dingo cualquier fella o correcion seem re cuando no excedo el costo total maximo establecido. P Y Fi fabricante an la autorizacion de correcion de trabajo, puede corregir el trabajo de acuerdo y solamente descargadas en el lugar de la construction de acuerdo a. ua plan pre— arreglado. Lugar y manejo almacenamiento en obra o a las condiciones del sugar no son responsabilidad del fabricante. Todo acero primado debera ser retocado Como se reuiera antes de la construction q INSTALACION DE PIJAS exceso de material de la eiguiente monem: en to establecido en la queja inicial, Et Departamento de Servicio at Clients es el unioo que puede autorizar to correcion de un trabajo. apropiado de los componentes eGminamn manejos o movimientos necesairios. , NOTA: bs pietas deberan ester marcadas en los aaneaios pdncipales de fa esfmctura an la Palle inferior de los msmos a 1 0 der final. CUblBffgS d8 T@CI10S Y Pfarf3dt3S La correc#a calocacion de pijas es uno de los pesos mas importantes en la instalacion de on techo. Ore la pija haste que este opretodo y la arandela a washer este ffrmemente asentado. No sobrogire o apriete an Cheque cuidadasamenfe sus paquetes mientras son descargados. Marque cualquier objeto que parezca no encontrarse, si ass es, (lame y notitique at Departamento de Servicia at claente el numero es .V. QUEJA FiNAL — La ue'a final esc' e e q j rile des ser enviada par el. ciiente al fabricante can 10 dias de Inspection primemmente todos los embarques antes de descargar y desatar los elementos yo que Paneles de Paredes techos del fabricante inclo endo capa de color olvalume alvonizodo Pa Y Y P 9 Y 9 exceso.las pijas. Para checor de manera de visual que los elementos esten correctomente•colocados use i 78 tan pronto camo Is sea posihle. Uamando podria ahorrarse tiempo at encontar un antidpacioa antes de Completer la correcion de! trabajo. La queja final incluye: t. Numero real de hombre —horns par fecho de trabajo directo usadas en co it el trabajo a P J rreg j y p go real de P udferon haberse movfdo durante el recomdo. RECUfRDE s�cYlBlvAo is PRIMERar Las separations o calzas de madera:que se colocan bajo las columnas y rafters eviton un dano en las proporcfona un servicao excelente bajo uno extensa varietlad de condiciones. Todo personal de descarga ereccaon de material debera entender corn letamente quo essos uneles son roductos de colidod Y P q P p uno sellador de pea repo airededar de la arandela P Siempre use [as herramientas apropiados para instalor pijas. On destomillador efectrico con-un RPM de res onsible de la fats de material. spoO—ble its P porcentgje de boras� planchas de coneccon al descargar los materiales. Este tambien facilita la Localization de slings ocables /av cuoles omerifan cuidado of manejorse. 1700-2000 debera Utilizarse Para sell —drilling screws. Uri 500-600 tomillador se usara en at caso its las i. FALTA DE MATERIAL — Inmediatamente despues its la entrego del materiol, at clients dabs verfficar 2. Impuestos y aseguranzo real-y total del trabajo alrededor de los mlembros para despues levarnar y permitir a los miembros ser atomillados; juntos derdro bajo ninguna olmunstoncio deben mon4arse delmania aspero a accidentodo. Los paquetes de pijas self —taping. Descorge y remueva los empaques.usados an at atomillador, estos pueden causar que que sus cantidades seen las misaim que aparecen facturadas en la Orden de compra. Ni at fabricante , ni 3. Otros costos directos, its trabajo real directo de sub—montajes, mientras estan en tierra. Extra— ouldadD debera ser Siempre apticodo an la operacion de lamina deben ser levantados del camion con extremo culdado asegurandose que ningun dano ocurra , of la pieza rends a moverse a mantenerse inconstante durante la instalacfon. el transporfista son responsables del material faltonte que aparece facturodo an el recibo, sa la falta es 4. Costs del material (no supiementos menores) autorizacion del fabricante para compror a Ciro que .no descarga para prevenir danos par el manejo del acero asi Como Para prevenir donor los materiales y el a las puntas ni a las nervaduras de [as mismos.Los paquetes deberan almacenorse to suficientemente 7 notificado en el documento cuando el material es entregodo y as admirdo par el transporfista, Si el sea at mismo. Incluyendo coplos de factures. concreto. DRE clejados de la superffcie de tierra pars permitir la Circulation de acre bajo Ins paquetes, esto evata la pNGUC O trans ortista es et fabricante, las ue'as or falta de material seaan hechas or el clients a et trans ortisto. p 9 J P P P 5. Costo real directo total de trabajo cone ido Mctsos 1,2,3,4,5 . La ue'o final debera ser firmada 1 9( ) q J Y � f� humedod de la tierra a im ids qua la ente Gamine sabre los paquetes. Una de los exlremos del a uete P q 9 P 9 P q DD MUY AJUSTADO MUY HOlG O DE AlUSfE EL SEIJADOR ESTA MUY APREfA00 Y Li. SELtADOR NO ESTA Si [as cantidades de materiales recillidas soncorrectos de acuerdo a las cantidades facturadas an In certifiaada verdadera y correctamente par at ciiente. Quejas finales son acredilodas at ciiente par el U ll de laminas debera estor siempre elevado pare drenar el agua an caso de Iluvia NOTE Et DEL GADO SOBRESALE FUERA DE FUERA DE LA COMPRIMIDO PARA FORMAR CIRCULO DE SEUADOR CABESA DE IA PIJA EL SELL) redbo , pero el material ordenado.es menos del requeddo para completer to construction de acuerdo a la Orden de compra, las quejas scion hechas al fabricante, fabricante en Una contidad que no excedo el maxmo de costo total maximo establecklo y inscrito en la autorizacion de correcion de trabajo o costo total real directo de trabajo corregioo, ELEVAR Todo paquete o morlton de pansies metal estan sujetos an algun grado a suirir ciertas decoloraciones 0 manchas cuando el agua esto otropodo entre sus supe�cies mas cercanas. NCI proves extrema i NOTA. Slorn re remueva las Iimaduras de metal que quedan sabre la superffcie de los paneles at final de coda pedodo de trabajo. Las limaduras pueden destruir el acobado final y anular cualquier garonfia.. JI_MATERIAC OANADO O DEFECTUOSO — Material danado o defactuoso; de acuerdo at grado 6, Costa del equipo (alquiler o depresiacion) herramientas pequenas, supervision, pequenos sobregiros y precaution durante la fabrication y el periodo de emborque asegurandose qua. folio pane! apilado se SELLADOR de ectuosklad en qua se encuentre dabs ser notificado an el recibo or I clients admitido or esc'to f q p e y p n 5eneficios no sujetos a quejas, VfiMARCO E5fRUCTURAL (SHOP PRIMER)_ —Los .primers. que NCI proves no intentan proporcionar uno apariencia CU819tTA montenga Seto. De cuolquier.manera debido a las condiciones climaticas y o la Condensoeion de sire humedo , el a ua parade uedorse otra oda entre las laminas a iladas to mismo sucedera si estas se 4 P q P P Y La apropaado opficacion del sellador es de gron imporfancia en la impermfabflidad de un edificio. El par el traosponida, 9 fabricante no se trace responsable par el material donado en la descarga its IOs unfforme Como to hoda Una capa final its pinturo ni tompoco pretende *Una protection excesava espedalmente exponen a la Iiuvia. La decolaracion causado par la humedod atropodo es frecuentemente lfamada sellador no debe estirarse cuando se esta instalando. Aplique solamente sabre superficies lirhpias y paquetes o mientras estos son empocados, inkiyendo, pero no limitado $ofa a eso; fasteners, laminas , si all material se expone prolongadamente at media ambaente. Si fa erection del acero no es posible Mancha de humeded guardada. secas. Mantenga solamente la contidad de sellador que se colocara ese dfa. Durante cifmd calfente, sections its C y "Z y cubiertas que se mojan a damn par of aqua mientrrus se encuentran en posesion inmediatamente, debe protegerse o la expocision de las condiciones atomosfericas y/o ombfentales que poddan Lo mancho es usualmente superficial y tiene un pequeno efecto en la aporiencia o duration del panel almacenelo en un lugar frio y seco. Durante clima Frio (abajo de 69 el sellador dabs mantenerse coliente (60'-90') hosts su opticocion. Despues de que el sellador hallo silo oplicado, mantenga Ta cubaerta_o its otros. Material empocado que se, moje mientras se trosiada, debera ser desempacado, separado y perjudfcar at funcionamaento de la. pintura. Estas condiciones incluran,. pero no as limitoran solo a las CIRCULACION DE AIRE Siempre y cuando no se permits que la Mancha permanezca an el panel. De cualquier manero el contacto popes protector hosts que el panel este listo porn instalarse, — secado par el ciiente. condiciones antes mendonados la expasicaon prolongado a la luz ultravioleta puede producir destenfmiento Si el aqua puede permanecer par periodos considerables an nervaduras o hendiduras de [as partes its la humedod con la superffcie de los paneles durante on periodo forgo puede donor severamente el ALINIAMIENTO DE LOS AMARRES Si el fabricante es el transponista, et Clients debera hacer la queja par derectuosidod directomente al o manchas y la acumulacaon its agua, manchas, Collin de la pintura y oxidation en ciertas superticaes, principafes Como girls, purlins, etc. el pigmento fallara y la pintura se suavfzara gradualmente.reduciendo acabado y reducir to duracion de villa. Par to tonic es necessao que todos los poneles sean fabricante. Si at transporfista es el agents transporfista o at encorgado del translado del material, el clients La MBMA declare: la union con el acero, par to tanto recibado el material todas las hendaduras de estas piezas deberan ser inspeccionados par humedod at recibir el embarque. Sf se presenta humedod proceda a secor los policies La instalocion de las parades de el edificio es generalmente hecho antes que el techo. Antes de empezor nt d debera hater to queja al antes mencionado. El fabricante no es res onsible de ningun tipo de queja, no p l de eraraltoh "...et fabricante no as responsible del deterioro de la capa de primer a la corrosion que results de la almocenadas on on angulo que permits que cualquier agua pueda drenorse y permitir la circulation de inmediotomente y olmocenelos en un lugar seco y calido. con la instalacion de fas Paredes, asegurese que ei ofero y el amorre esten erguidos y. elvelados. On a Fos danos consecuentesme resuftado del use material danado defactuoso par ciiente si ex osicion a to atmosfera a los condicones ambfentales, ni tam oco a Ia fauuo de corn atibdidad del P Y P P sire pars secarse. No debera permitirse que el aqua se colocte y estanque an las columnas y rafters par PRECAUCIUN: Siempre debe tenerse cuidado cuando se camine sabre los paneles, use relies y linens metodo era alinear los emetics es cedar calzas de Madera del mismo largo de los arifiGr7es estas P 9 estos danos son detectados or ins eccion visual. P p primer con cualquier otra capa de pintum opiicada en obra... " la misma razon . de seguridad cuando sea necesadolt Los paneles son resbaladizos. Acelte o cera opitcados a Fos paneles estoran temporalmerde instalanas entre los ellos . Estos bloques de Madera podran ser removados de Una III. MATERIAL EN EXCESO — d fabricante se mservo el dereaho de recager o recobrar cualquier material to AISC. Codigo de las practices sfandar dice: La capa de shop primer intents proteger of morco de acero por un determinado tiempo de exposfcion a del (echo o Paredes pars protegerss contra danos cousados par at clime los heron superficies muy bohia y vueitos a usar en otra to cual reducira el numero de piezas requeridas. Normalmente, Una linen de -qua foe critic ado an exceso de acuerdo al re uerido an la Orden de corn ra q 9 q P_ • " capa de pinturu primer pramera capa del sistema de protecction. Este protege el acero " condiciones atmosfericas ordinaries. La capa de shop primer no proporciona Uniformidad de apariencia, p durobilidad y resitencia a la corrosion comp. uno capa finer de pintura hecha an et camps sabre el shop resbaladtzas, 5 ue coat vier aceifie qua se polio haberse acomu(ado par oimacenarse en decline. Rocio, eq q hielo o cualquier afro forma de humedad increments qua las superficies de los paneles se vuelvan mas bloques de Madera or bohfa sedan suficfente. Estas atoduras patron ser solo usadas mantener o p p pero sostener los emetics rectos y nivelados. IV. QUEJA INITIAL Al ercatarse del error, el ciiente ra idomente debera hater, o sea or escnto o — P P Y P verbal Una queja inicial al fabricante are la correcion del diseno, dibu'o, facturacion del material o error q l P J par par un tor% periodo a la expacision.,. o si Dabs esperarse que retoques de pinturas seen necesados debido a la abrasion y/o ralladuras que se produzcan primer. 0 fabricante no se res nsabilizo del deterioro de fa copa de de rimer o de la corrosion qua ueda P° P P rr 9 P. resboladizas. Asuma siempre que' la superffcie del panel as resholoza y actue de acuerdo a esto. Nunca tse o comine sabreskylights o aneles fransiucidos Plena se uro!!!!III PP . 9 i NOTA. Calms o bloques de madera femporales entire los amorres no son recomendables on pane s c , pijas ocugas. El movim'tenfo de estos bloques despues de la fnsfalocion del panel podria sar t t de fabrication, Ca queja inicial.incluye: durante et proceso de cargo y descarga. Estas retoques no son responsabflidad de NCI. Guias adicionates del manejo y almacenomiento de los componentes de acero pueden ser erlcontradas en Comentarios del resUlta[ de (a exposition a Ins condiciones atmasfericas y of media ambiente, ni to compatibilidad del Use bloques de Madera pars clever a incliner los paneles de manera qua permits drenar to humedod. en los omarres. k MARCO pip i. Lo descricion de la noturaleza redo de error, incl endo cantdades, P Y 9 uY MBMA asi Como en el AISC Codigo de practices standar. primer a cual vier capa de mtura a licada en la obra. Menores abrasianes de la ultimo ca a causadas q p P P P Cafzas de Madera critic las dos de uneles ermitiro circulation de sire adicional. Gubra las lies con P P P p * .? PP 2.. Description de la naturoleze y el grado de correcion del trabajo propuesto, incluyendo estimation hombre —horn. VII. HORA DE LCEGADA DEL EMBARQUE — Se haru on esfuefzo or to rat u el trans ortista Ile ue al P 9 q P 9 par manejo, Cargo, emborque, descarga y erection del material despues de la pirdura srorT"inevitables. uno cubierta plastics dejando suticientemente abierto el fordo pero permitir la circulation de sire. ALERO AMARRE r Nr 3. Material qua sera comprado a afro qua no sea el fabricante, Incluyendo cantidades estimadas y costos. lugar de trabajo el dia y a la horn solicitada. EI fabricante no garantiza y no acepta ninguna Retoques de estas abrasiones menores son- responsobilidad del ciiente final. 0 acero primario el cual es Cuando se manejon o separan los paneles, no los deslize de manera que se separen major levantedos, el r ; ' .........<y;" •...� ,/ . "* 4. Costa total maxima propuesto de la correcion del trabajo y material qua sera comprado a afro qua no responsabiladad par el costo asocaado con el embarque que no Ilegue a la hora solickado excepto, que un almacenado an la obra durante la ereccfon del edficio, debera mantenerse libre de terra asi Como en un sobronte en las onitas odria rallor las su erfacies cuando his laminas se deslizon se randose uno p p Pa r sea el fabricante. aimeglo se halla hecho par separado, garontizando la horn de Ilegoda. "— djl i2p NAC ES01 1 ES02 ES03 ESO4 BLOQUE DE MADER4 tttttititittiti,`"� ES05 NOTE: 1. these Installation Procedures are intended to depict general installation as described above. Consult your installation manual or additions! NS—Sheets for further clarifications. i REVISIONS InstalNDTA: ti ®� rroc edu NO. DATE DESCRIPTION BY CK'D A o —ta-06 CONST. PERMIT APPROVAL NCA ' . - Li .•`r26# � R&u. �oR (AnrfT;' PF.�tinrr' Rio a i-7-o6 P.Ev, ipar c.or.ci . t76tztAi'j Customer. HALE —MILLS CONSTRUCTION 1. Estes Procedimientos de Instalacion describir.de manero general la instalation de el objeto come se menciona arriba;, Consulte su manual de instaloctan o sus Nuevos DB:ujos Standart para Una presentation mas clara. End User: CITY OF lA PORTS Location: IA PORTE , TZ net. ByT`14-1 Date Scale Building tD Job Number Stfa+:t Number Issue o—os N.T.S. A,B,C&D 0104 — 228664NGA E5-1 h+* O 1.9 4.3 4.9 O O O O iD i1.2 i21 13.1 14.1 14.4 17 18 i9 19.7 2i 163'-234 74'-734 (BLDG C) (BLDG D) Steel Line 14'-14 28'-7i$ 16'-8 21'-0" 20'-10° 20'-110 14'-0" 27-5 23'-DIy 13'-11 10'-34 15'-8 16'-0 �<o l`3-4 20'-0" 15'-9 w i I I I No>E: i6-23 15'-2" 15'-0" 1' O'z I CONCRETE RECESS fOR MASONRY If fin, Floor BOTTOM OF CO AMN BASE PLATE iS RECESSED REQUIRE TO BE DELERMINED BY OTHERS - - - ° ,• e d 4 4 A I I I I I ( I I Id2 BELOWIFINISHED FLOOR ELE>IA 1ON I t i I - BP-2 VP_ BP-01 BP-Oi T o---- -- - -- -- - - ----- - I o a J "' BP-19 BP-02 BP-01 BP-01 BP-Ot BP-01 BP-01 BP-01 BP-01 IBP-01 BP-03 BP-03 BP_ I I i I I 101'-74 i ui I I , I m o I � I � SECT{ON A .x . 8P-08 O 1 ( ( BP-101 _ I I 5g5 \ BP-04 3.8 I �, - u� BP O9 BP-10 I a 6 --- --- --- - - BP-10 BP-10 O �� I t � _ N 3" yy. \ I d i I BP-101 BP-10 I O �IBP-09 DP-09 - —,- - -B—P-t08P-,� ( o , 3 3.1 13,_11 I s ----- t-- x L-- —I--- o-- 9 I 23_5 �\ M I 13.2 o v i------------- o 0 0 t2'-6 m 1.9 9'-4" 13,_7" s 6\ I ( ( I I cv d O BP-09 I I I M 14'-t4 22'-11 ' ° I I I MI IBP-10 - — - — - BP-10 — - BP-i0 - BP-10 I \ M ( I °.r BP-t0 — - — - 4.3 BP-11 I / 11 ' - a °r 7 1 37-04 36'-8 9� N N ( o I I ii 9 o 73-81 ,, m 14-73 59'-7BP rn BP-10 � 8P-111 0 BP-101 I I , 64 zv i'214 M \ I I I 42' ,q., 14'-1 28'-0 3 0Q� �� I I `jam rg\ ( 14.2 1� BP-03 8P-03 o I c 2'-6 / . 5.6 I i µi I i' , "s �� d• w I O 1 m - top-10 8P-11 I I ( ( I M I � n 3' A 18'4 0 0 St. ' n �9�0v I I I I I I 12.1 .\?� BP-il 1 - m 16 -4 1 0 / i _3 m I 1 i ( 8y{r O ' sv 2'-2 33'-71I. \ ' c _ — h-- rn ------ , ' BP-09 IBP-OB — IBP-09 IBP-10 BP-10 IBP-10 18P-10 BP-09 BP-09 BP-09I _ 3" a � ---- m -- o rn ' m o N I`r m II I I 1 I 1 i I I I I �\ rY+' CL m I' 8P-01 BP-0t BP-Ol BP-01 BP-Ot BP-Ot IBP-Ot BP-01 BP-01 BP-04 8P-04 p- - - -- -- - -- - — - - - - - - - - - O Q mm 1')[ I I I M 1 I I A! I I I 1 I I I (PERIMETER)BLDG) I 9T-3'z 3' 34 11'-t0a -53 19,-0" 20'-7" 20'-7" 20'-10" 20'-11° 14'-0" 22'-54 16'-41y 15'-11° 14'-0" 15' w3° 18'-3° 1T-6ry 20'-64 20'-0° 21'-134 4'-0 16-2 241'-2 0/0 STEEL 61'-8 0/0 STEEL (BLDG A) 1. 25-4 w N 61 0 o O o O O O o o (BLDG G) o © 21 �� � � ® � © � Q 9 10 17 12 13 14 15 18 18 .19 ANCHOR BOLT SETTING PLAN ALL BASE PLATES ARE' 5E't' 't012 [)IA. PROJ DRAwi'NG STATUS ISSUE DATE DESCRIPTION BY CK'D Note to Foundation Designer— The manufaturer has determined the required ANCHOR BOLT PROJECTION For Approval: anchor bolt diameter assuming full allowable combined sheer and tension PF A 04-10-06 FOR CONSTRUCTION PERMfT —APPROVAL NGA MID -WEST STEEL BUILDING COMPANY can be developed in the bolt in accordance with Table J3.3 of AISC 9th ANCHOR BOLT 1/2" 1 1/2" These drawings, being For Approval, ore by definition not final, and are for conceptual representation only, 'Their purpose is to confirm proper inte retation of the project O FOR ERECTOR INSTALLATION JZ Edition of the Manuel of Steel Construction, Allowable Stress Design 5/tt" 2" P y P rP P P IP P I 7307 FAIRVIEW • HOUSTON, TEXAS *'P.O. BOX 40338 assuming a threaded art made of ASTM-A36 Steel. it is the responsibility 'o documents. Only drawings issued "For Erector installation" can be considered as 8 5-2-06 INTERIM REVIEW SET JZ ZIP 77041 (713) 466-7788 ZIP 77240 g P P y BOTTOM OF 3/4" 2 1/2". complete. 9 thethe foundation designer to design an anchorage system using bolts io a BASE PLATE 7/8" 3 1/2„ C 5-10-06 FINAL CONSTRUCTION DOCUMENTS JZ "Toiv�t: HALE- MILLS CONSTRUCTION' e stoned diameter that Develop sufficientmarstrength a resist the reactions M WM eddnnoemv 0.famrr given on the anchor bolt Ian. This may require the addition of embedded ' ' ' 1" 3 1/z" COORDINATION SET. PIzb3Ecr CITY OF LA PORTE Owner. LA FORTE POf ICE angles, plates, or other items to allow the bolt group to develop a single ;•'•" a 1 1/8" 3 1/2" 1j /l6rbb /�du, fd2 CDNS7 Ve4MJ7' 0y Location: resistance cone. .: � •' � A LA FORTE TX 1 1/4,, 3 1/2" © For Erector Instailatiom D 6-26-06 FO(L CUSio.MER fliSiP,111 Joni CAD Date Scale Phase Buildtog ID Job Number Sheet Number Issue ANCHOR BOLTS BY OTHERS) N6A N.T.S.A,B,C&D 0104 - 228664 F1 of 5 8 The See Anchor Bolt Plan See Anchor Bolt Plan See Anchor Bolt Plan 2" 2" Steel Line• 2h" 21" 2 " 2V 8" m 3" 4" 3" 4" Sidewall Steel Line Steel Lina 3a 3a j Sidewall Sidewall _ mT1 I I ev Z. � w CL � w •1 ' I � / �� Ey m m F iN • I,. ,� N '�' 'N � itS ' L' N M � 1 N je•, � 3° 3" o 8" 8" Steel Line 2" 2" SIdeW011 ¢ /. Sidewall "' m s s Steel Line p_p� N o'-10� See Anchor Bolt Plan ' 6 Base Plate Detail Base Plate Detail A. Bolts 3 4"0 BP-01 Base Plate Detail Base Plate Detail BP-02 Base Plate Detail Base Plate_ Detail / A. Bolts 1 0 A. Bolts 1"0 BP-03 gp_p4 Base Plate Detail A. Bolts 3/4 0 A. Bolts 3/4"0 BP-05 A. Bolts 3 4"0 �T-----_ BP-06 -- " - — BP-07 / A. Bolts 3/4 00 a 8a 1'-0 1'-0 y '`off/ Steel Line 4" 4" 1�" 4�" 4>z" 11�" 1'-0 ro y " Sidewall 0 3 ^ s" 3�a 112. 4," 4�" 1�' SP@9 Ao d o = c c M coo HR44 co Ll -CE N tL2�2� Sidewall t°"m m titi tv� h5 Stesi one N 6 5/8°O.Dipe I rn 8 5/8 pe I N J�� Sy ��— y See Anchor Bolt Plan See Anchor Bolt Plan See Anchor Bolt Plan See Anchor Bolt Plan t z s Base Plate Detail Base Plate Detail A. Bolts 3 4"0 BP-08 — Base Plate Detail Base Plate Detail BP-09 Base Plate Detail Base Plate Detail BP-14 ' / A. Bolts 1"0 A. Bolts 1"0 BP-10 „ BP-11 / A. Bolts Base Detail - — —_ -- `_ - se A. Bolts 1 0 A. Bolts 1 1 4'•'0 BP-12 -- BP-13 - A. Bolts 3/4' eho~ Steel. Line 1-0 r Steel Line Endwall Endwalt _`- I s° h q�i I a- n „ 1 - c � F i 2. 2 2� 2tz" ; _ — I , 7- 1, *--t- .R. _ • ._ I - �� Sidewall Steel Line 4a 6" Steel Line v„ •— I Base Plate Detail Base Plate Detail A. Bolts 1 " BP-15 BP-16 Base Plate Detail Base Plate Detail Base Plate Detail A. Bolts 3/4 0 A. Bolts t"0 BP-17 " BP-18 Base Plate Detail A. Bolts 3/4 0 A. Bolts 3 4"0 BP-19 " BP-20------- _Base_ Plate Detail._.__..__.__ / A. Bolts 1 0 A. Bolts 1 1/4"d BP-21 En jp- CID Al LA D.2 t� ¢ 4X4 X 1/4 TUBE "' See Anchor Bolt Plan a QR L2- J2 oo� Steel Line QQ I Sidewall U e \ See Anchor Bolt Plan Endwall51eoo e Steel Line 0 _ Base Plate Detail _ Base Plate Detail Base Plate Detail Base Plate Defiail A. Bolts 10 -� BP-22 --A. Bolls 1"A BP-23 - Base Plate Detail A. Bolts 3/4 0 BP-24 A. Bolts 3 4"0 8P-25 " BP-26 — Base Plate Detail _ / A. Bolts 1 0 A. Bolts 0 BP-27 DRAWING STATUS ISSUE DATE DESCRIP-BON BY CK'D The engines who seal appears n For Approval: A 04-10-06 FOR CONSTRUCTION PERMIT / APPROVAL NGA MID —WEST STEEL BUILDING COMPANY ereo engineer of n is e P1 Lt_ 1jtr ._�( (EL J✓5 �k1� SET Ld2 These drawings, being For Approval, are by definition not final, and are for conceptual eco a project representation only, Their purpose Is to confirm proper interpretation of the project W , a ...... f .i hN� p, ..._... f< 0,(2.. -. documents. Only drawings issued "For Erector Installation" can be considered as D 7 ZIP 771041E (713)HOUS4N, TEXAS P.O. BOX 24338 1 tl11 complete, g 26 OG /1�� `02 tT �@ ` (713) 466-7788 ZIP 77240 y For ConstructioC Permit. WSToMER:HALE- MILLS CONSTRUCTION G-29"o6 �otz l:fZfsC CO= 4t�5^rra U r�Ttd Iy FRt71E(Y% CITY OF LA PORTE owner. ,ACD y'•...: LA PORTS POLICE r 67 Location: LA PORTS TX 11®o p 63s ......:% For Erector Installation: CAD I Date Scale Phase Building ID Job Number Sheet Number issue tJtpMgC EkG���.>�° N13A A,B,C&D 0104 - 228664 F2 of 5 N.T.S. 52 Main Frame Reactions. at Lines: 1.1 Main Frame Reactions at Lines: 2 Main Frame Reactions at Lines: 4 Main Frame Reactions at Lines: 4.9 Main Frame Reactions at Lines: 6A Main Frame Reactions at Unas: 7 Main Frame Reactions at Lines: 8 & 9 Main Frame Reactions at Lines: 10 Main Frame Reactions at Lines: 11 NOTE: D All reactions are shown n Kips Q A negative value, indicates B NOTE: A qll reactions are shown n Kips I A negative value, indicates B NOTE: A NI reactions are shown in Kips A negative value, indicates D.1 NOTE: All reactions are shown in Kips Ho'4 A negative value, Indicates Y NOTE: A All reactions are shown in Kips DA A negative value, indicates NOTE: A All reactions are shown in Kips L A NOTE: A All reactions ore shown in Kips L NOTE: A All reactions are shown in Kips L NOTE: A All reactions are shown in Kips D.1 Q opposite direction opposite direction opposite direction opposite direction I direction negative value, indicates A negative value, indicates A negative value, indicates A negative value, indicates Front SW Back SW Front SW Back SW Front SW Back SIN Front SW 'or Back SW -� I opposite Front SW Back SW opposite direction Front SW Back SW opposite direction PP Front SW Back SW opposite direction pp Front SW Back SW o I opposite direction Front SW Back SW Her + Mom + Her + Mam + Her + -- Mom + Her + Mom + Her + --- Mom + Her Mom + + - - Mom t Her +\`I' Mom + Her + -- ^ Mom t Hor + Mom + Hor + -- Mom + Hor + Mom + Hor + --- + Mom Her + Mom + Her + Mom + Hor + � Mom + Her t --Mom + Her + Mom + �� �1 �1 71I �I �1 �1 Condition Grid Var Her Mom Condition Grid Ver Hor Mom Condition Grid Ver Her Mom Condition Grid Ver Nor Mom Condition Grid Ver Her Mom Condition Grid Var Her Mom Condition Grid Ver Her Mom Condition Grid Ver Her Mom Condition Grid Ver Her Mom DL D 2.0 0.0 0.0 DL A 0.4 0.6 0,0 DL A 2.2 0.6 0.0 DL L 2.2 . 0.8 0.0 OL A 2.2 0.6 0.0 DL A 2.1 0.7 0.0 OL A 1.7 0.4 0.0 DL A 1,9 0.4 0.0 DL A 1.9 0.5 0.0 DL C 1.8 0.0 0.0 DL B 0.3 0.0 0.0 DL 0.1 26 -0.6 0.0 DL HA 3.0 -0.8 0.0 DL D.i 3.7 -0.6 0.0 OL 0.1 3.7 0.0 0.0 DL D.1 4.3 0.0 0.0 OL DA 3.6 0.0 0.0 DL DL B 1.5 0.0 0.0 DL F 3.8 0.0 0.0 DL G 4.5 0.0 O.0 DL E2 10.1 0.0 0.0 D.1 3.1 -0.5 0,0 DL+ILL +CL A 2.5 0.0 0.0 OL+LL+CL A 13.1 4.0 0.0 DL+LL+CL L 14.0 5.2 0..0 DL+LL+CL A 13.6 4.0 0.0 DL G 3.9 0.0 0.0 DL J.1 3.2 0.0 0.0 DL J.5 5.4 0.0 6.0 DL+LL+CL A 10.7 3.0 0.0 DL + LL + CL D 12.7 0.3 0.0 DL + LL + CL B 0.2 0.0 0.0 DL + LL + CL D.1 14.1 -4.0 0.0 DL + LL + CL H.4 17.5 -5.2 0.0 DL + LL + CL D.1 20.9 -4.0 0.0 DL H.4 4.0 0.0 0.0 DL L 1.5 -0.4 0.0 DL L 1.3 -0.4 0.0 DL + LL + CL D.1 16.3 -3.0 0.0 OL + LL + CL C 8.4 0.0 0.0 OL L 23 -0.7 0.0 DL + LL + CL B 7.5 -0.3 0.0 0.6*DL + WILL A -13.7 -24 0.0 0.6*DL + WLL A -23.8 -7.4 0.0 0.6*01. + WILL L -23.1 -6.8 0.0 0.6% + WLL A -23.6 -5.1 0.0 DL + LL + CL A 9.9 22 0.0 DL + LL + CL A 11.8 2.5 0.0 0.6*DL + WLL A -15.1 -1.7 0.0 0.6*DL + WLL B 9.3 -2.7 0.0 0.6% + WLL D.1 -21.4 6.8 0.0 0,6*OL + WILL HA -25.8' 8.8 0.0 0.6% + WLL D.1 -35.1 8.4 0.0 DL + LL + CL A 13.3 4.6 0.0 0L + LL + CL D.1 25.2 0.0 0.0 DL + LL + CL CIA 21.6 0.0 0.0 0.6% + WLL D.1 -14.3 2.8 0.00.6*DL + V7LL D 0.6*DL + WLL C -24.7 -12.2 -2.5 -9-9 0.0 0.0 0.6% + V12 A -13.3 -3.1 0.0 0.6*DL + WL2 A -18.1 -10.5 0.0 0.6% + WL2 L -16.5 -8.1 0.0 0.6% + WL2 A -17.2 -7.6 0.0 DL + LL + CL DL + LL + CL D.1 F 23.1 0.0 0.0 DL + LL + CL 0 25.9 0,0 0.0 OL + LL + CL F.2 55.3 0.0 0.0 0.6*DL + W1 B -13.3 -3.9 0.0 0.6% + VU B 9.6 -2.1 0.0 0.6*DL + WL2 D.1 -9.8 0.9 0.0 0001. + WL2 H.4 -13.4 3.4 0.0 0.6*1)L + WL2 DA -18.5 3.1 0.0 DL + LL + CL G 216 24.1 0.0 0.0 0.0 0.0 DL + LL + CL J.1 DL + LL + CL L 19.1 9.3 0.0 0.0 0.0 DL + LL + CL J.5 OL 31.0 0.0 0.0 0.6% + WL2 A -13.4 -5.8 0.0 -2.2 + LL + CL L 8.6 -2.5 0.0 0.6% + WL2 0.1 -13.8 2.2 0.0 0.6*DL + WL2 D -18.7 -1.7 0.0 0.6*DL + WLR A 8.1 3.1 0.0 0.6*DL + WLR A -8.1 5.7 0.0 0.6*DL + MR L -10.5 1.8 0.0 0.6% + WLR A -10.2 3.5 0.0 DL+LL+CL DL + LL + CL H.4 L 24.7 14.1 0.0 -4.6 0.0 0.0 0.6% + WLL A -18.8 -5.4 0.0 0.6*DL + WLL A -22.1 -6.5 0.0 0.6*DL + WLR A -7.9 3.0 0.0 0.6% + WL2 C -9.9 -1.6 0.0 0.6% + VLR B -10.4 2.6 0.0 0.6% + WLR 0.1 -17.0 9.2 0.0 0.6*DL + MR H.4 -17.0 7.5 0.0 0.6% + WLR D.1 -23.0 7.4 0.0 0.6%+ WILL 0.1 -41,7 0.0 0.0 0.6% + WLL 0.1 -37.0 0,0 0.0 0.6*DL + WLR D.1 -17.3 5.4 0.0 0.6*DL + WL2B -12.2 -1.8 0.0 0.6% + WR2 A 8.5 24 0.0 0.6*DL + WR2 A -2.6 26 0.0 0.6% + WR2 L 0.5 0,6% + WU. A -24.6 -8.7 0.0 0.6% + Wt1 G -31.7 0.0 0.0 0.6% + WLL F,2 -65.8 010 0.0 0.6*DL + WLR D -10.1 1.3 0.0 0.6% + WR2 B -10.1 3.3. 0.0 0,6*DL + WR2 DA -5.2 3.3 0.0 0.6% + WR2 H.4 -3.9 -4.6 21 0.0 0.0 0,6% + WR2 A 0.6% + WR2 D.1 -3.9 1.0 0,0 0,6% + WLL DA -38.7 0.0 0.0 0.6% + WLL J.1 -17.8 0.0 0.0 0.6*DL + WLL 4.5 -30.4 0.0 0.0 D,6*DL + WR2 A -3.0 0.9 0.0 0.6*DL + WIR C -8.1 2.2 0.0 -6.3 2.1 0.0 .0.6% + .WLL F -X2 0.0 0.0 0.6*DL + WLL L -9.0 -1.0 0.0 0.6*DL + WLL L -7.7 -22 0.0 0.6*DL + WR2 D.1 4.6 1.5 0.0 0.6% + WLR B -9.9 3.6 0.0 DL + 0.75*LL + 0.7541.1. + CL A -8.4 -1.8 0.0 DL + 0.75*LL + 0.75*WLL + CL A -7.4 -2.3 0.0 DL + 0.75*LL + 0.75*WLL + CL L -5.9 ' -0.8 0.0 OL + 0.75*LL + 0.75*WLL + CL A -6.7 -0.6 0.0 0.6*DL + WLL 0.6% + WLL G H.4 -24.8 -25.3 0.0 0.0 0.0 0.0 0.6*DL.+ WL2 A -12.8 -5.6 0.0 0.6% + WL2 A -14.7 -6.2 0.0 DL + 0.75*LL + 0.75*WLL + CL A " 2.7 1.1 0.0 DL + 0.75*LL + 0.75*Wl. + CL D 7.1 -20 0.0 DL + 0.75*LL + 0,75*WLL + CL D.1 -4.8 1.9 0.0 DL + 0J5*LL + 0.75*WLL + CL H,4 -5.4 24 0.0 OL + 0.75*1.1. + 0.75*W.L + CL D.1 -9.7 3.0 0.0 0.6*DL + W1L L -13.5 1.3 0.0 0.6*DL + WL2 0.1 -23.7 0.0 0.0 0.6*DL + W.2 D.1 -21.6 0.0 0.0 DL + 0.75*LL + 0.75*WLL + CL D.i 2.2 -0.3 0,0 0.6*DL + WR2 D 0.6*DL + WR2 C -4.2 -5.7 2.2 15 0.0 0.0 DL + 0.75*LL + 0.75*WL2 + CL A -8.11 -2.3 0.0 DL + 0.75*LL + 0.75*W12 + CL A -3.1 -4.7 0.0 DL + 0.75*LL + 0.75*WL2 + CL L -1.0 -1.8 0.0 OL + 0.75*LL + 0.75*WL2 + CL A -2.0 -2.5 0.0 0.6*1)1. + W✓I.2 A -16.4 -7.4 0.0 0.6*DL + N12 G 0.6*DL + WL2 JA -13.8 0.0 0.0 0.0 0.0 0.6% + W 1.2 F.2 0.6*DL WL2 -27.6 0.0 0.0 0,6*DL + WR2 B -8.8 5.8 0.0 DL + 0.75*LL + 0.75*W2 + CL B 7.4 -1.5 0.0 DL + 0,75*1.1. + 0,75*WL2 + CL DA 3.8 -2.6 0.0 OL + 0.75*LL + 0.75*W.2 + CL H.4 3.9 -1.7 0.0 OL + 0.75*LL + 0.75*WL2 + CL D.1 28 -0.9 0.0 0.6*DL + WL2 D.1 -21.7 0.0 0.0 0.6*DL + WL2 L -4.0 -3.5 -0.8 0.0 + J.5 0.6*DL + WL2 L -7.9 -3.2 0.0 -112 0.0 0.0 DL + 0.75*LL + 0.75*WR2 + CL A DL + 0.75*LL + 0.75*W12 + CL 0.1 -1.5 -2.0 0.0 2.6 -0.7 0.0 DL + 0.75*LL + 0.75*WLL + CL D -8.7 -13 0.0 OL + 0.75*LL + 0.75*WLR + CL A 8.0 23 0.0 DL + 015*1.I. + 0.75*WLR + CL A 4.4 7.5 0.0 DL + 0.75*LL + 0.75*WLR + CL L 3.5 &6 0.0 OL + 0.75*1.1. + 0.75*WLR + CL A 3.2 5.9 0.0 0.6*DL + WL2 0.6*DL + WL2 F G -18.5 -9.2 0.0 0.0 0.0 0.0 0.6*DL + WLR A -9.3 113 0.0 0.6*01. + WIR A -11.6 0.7 0.0 DL + 0.75*11. + 0.75*WLR + CL A 2.6 4.6 0.0 OL + 0.75*1L + 0.75*WLL + CL C -2.8 -2-1 0.0 DL + 0.75*LL + .0.75*WLR + CL B -7.7 2.0 0.0 DL + 0.75*LL + 0.75*WLR + CL CA -1.6 3.7 0.0 DL + 0.75*LL + 0,75*0-R + CL H.4 1.2 1.3 0.0 OL + 0.75*LL + 0.75*WLR + CL D.1 -016 23 0.0 0.6*DL + WL2 HA -7.2 0.0 0.0 0.6*DL + WLR D.1 -24.4 0.0 0.0 0.6*DL + WIR CA -19.B 0.0 0.0 DL + 0.75*LL + 0.75*WLR + CL D.1 1.7 0.0 DL + 0.75*LL + 0.75*W1 + CL 8 -4.2 -3.2 0.0 0.6*DL + WL2 L -4.7 0.0 0.0 0.6*DL + WLR G -34.9 0.0 0.0 0.6*DL + WLR F.2 -74.7 0.0 0.0 -0.0 DL + 0.75*'LL + 0.75*WR2 + CL A 8.3 1.$ 0.0 DL + 0.75*LL + 0.75*WRZ + CL L 8.5 4.6 0.0 DL + 0;75*LL + 0.75*WR2 + CL A 8.0 4.0 0.0 0.6*DL + WIR JA -32.9 0.0 0.0 0.6% + WLR J.5 -51.4 0.0 0.0 DL + 0J5*LL + 0.75*WR2 + CL A 6.3 3.0 0.0 OL + 0.75*LL + 0.75*WL2 + CL D -4.2 -1.0 0.0 DL + 0.75*LL + 0.75*WR2 + CL B -7.4 25 0.0 DL + 0.75*IL + 0.75*WR2 + CL H.4 10.6 -2.7 0.0 OL + 0.75*LL + 0.75*WR2 + CL DA 11.9 -1.7 0.0 0.6*DL + WLR A -12.9 -1.6 0.0 0,6% + WLR L -17.5 5.1 0.0 0.6*DL + W1R L -17.0 5.5 0.0 DL + 0.75*LL + 0.75*WR2 + CL D.1 9.5 -1.3 0.0 DL + 0.75*LL + 0.75*W2 + CL C -1.0 -1.2 0.0 0.6% + WLR DA -23.5 0.0 0.0 DL + 0.75*LL + 0.75*W2 + CL 8 -3.3 -1.5 0.0 0.6% + WLR 0.6% + WLRG F -23.9 0.0 0.0 0.6% + WR2 A -3.3 1.2 0.0 0.6% + W22 A -4.2 1.0 0.0 Main Frame Reactions at Lines: 3 Moin Frame Reactions at Lines: 4.3 Main Frame Reactions at Lines: 5 Mato Frame Reactions of Lines: 6L Main Frame Reactions at Lines: 11,2 DL + 0.75*LL + 0.75*WLR + CL D DL + 0,75*LL + 0.75*WLR + CL C DL + 0.75*LL + 0.75*WLR + CL 8. 2.2 0.3 -1.7 1.2 1.7 2.5 0,0 0.0 0.0 0.6*DL + WLR 0.6*DL + WLR H.4 L -33.1 -41.2 -26.1 010 0.0 9.0 0.0 0.0 0.0 0.6*DL + WR2 D.i 0.6*DL + WR2 G 0.6*DL + WR2 JA -6.4 -17.0 -19.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6% + WR2 D.1 0.6*DL + WR2 E.2 0.6*DL + W22 J.5 -4.3 -36.4 -28.8 0.0 0.0 0.0 0.0 0.0 0.0 NOTE: A All reactions are shown a Kips NOTE: L H.4 All reactions are shown a Kips Q � NOTE: A D.1 All reactions are shown a Kips P Q � N07E: L H. All reactions are shown in Kips � Q NOTE: L All reactions are shown in Kips J.4 Q Q A negative value, indicates A negative value, indicates A negative value, indicates . A negative value, indicates 0.6*DL + WR2 L -12.0 5.3 0.0 0.6*DL + W22 L -12.6 6.5 0.0 A negative value, indicates DL + 0.75*LL + 0.75*WR2 + CL D DL + 0.75*LL + 0.75*WR2 + CL C 6.7 21 1.8 2.1 0.0 0.0 opposite direction Front SW opposite direction front SW Back SW opposite direction Front SW Back SW opposite direction Front SW Back SW 0.6*OL + WR2 0.6% + WR2 0.6*DL + WR2 A DA F -4.6 -6.6 -82 -0.3 0.0 0.0 0.0 0.0 0.0 DL + 0.75*LL + 0.75*WL + CL A DL + 0.75N2 + 0.75*WLL + CL D.1 -6.2 -11.1 -2.4 0.0 0.0 0.0 DL + 0.75*LL + 0.75*WLL + CL A DL + 0.75*LL + 0.75*WL + CL D.1 -7.1 -10.5 -2-9 0.0 0.0 0.0 opposite direction Front SW Back SW DL + 0.75*LL + 0.75*WR2 + CL B -0.8 4.1 0.0 Her + Mom + Her + Mom Hor + Hor + Ho- r + Hor + Her + 0.6*0L + WR2 G -17.6 0.0 0.0 DL + OJ5H L + 0.75*WI1 + CL G -3.0 0.0 0.0 DL + 0.75*LL + 0.75*WLL + CL E2 -5.4 0.0 0.0 Her + Her + + > > Mom + } Mom + +} Mom + I + Mom + I Mom + ? 0.6% + WR2 0.6*DL + WR2 DL + 0.75*LL + 0.75*VRL + CL DL + 0.75*LL + 0.75*WILL + CL H.4 L A D.1 -23.1 -17.3 -7.8 -10.5 0.0 7.7 -28 0.0 0,0 0.0 0.0 0.0 DL + 0.75*LL + 0.75*W7L + CL J.1 DL + OJ5*i L + 0.76 W11 t CL L DL + 0.75*LL + 0.75*W'L2 + CL A DL + 0.75*L + 0.75*W'L2 + CL DA 1.9 0,7 -1.7 2.4 0.0 -25 -2.5 0.0 0.0 0.0 0.0 0.0 DL + 0.75*LL + 0.75*WLL + CL J.5 DL + 0.75 LL + 0.75 WLL + CL L DL + 0.75*LL + 0.75*WL2 + CL A DL + 0.75*LL + 0.75*Wl2 + CL D.1 20 1.2 -1.6 1.1 0.0 -3.7 -2.6 0.0 0.0 0.0 0.0 0.0 j Mom + ' Mom + Main Frame Reactions at Lines: 1.9 NOTE: K All reactions are shown in Kips Condition Grid Ver Nor Mom Condition Grid Ver Hor Mom Condition Grid Ver Her Mom Condition Grid Ver Her Mom Condition Grid Ver Nor Mom A negative value, indicates opposite direction DL A 2.7 00 0.0 OL L 2.5 0.9 0.0 DL A 2.2 0.6 0.0 DL L 2.4 0.8 0.0 DL + 0.75*LL + 0.75*W.L + CL F -6.9 0.0 0.0 DL + 0.75*LL + 0.75*WL2 + CL G 10.3 0.0 0.0 DL + 0.75*LL + 0.75*WL2 + CL F.2 23.3 0.0 0.o DL L 1.6 0.3 0.0 -Front SW kmorn Back SW DL H.4 2.9 -0.9 0.0 11 DL 0.1 3.0 -0.6 0.0 DL H.4 3.8 -0.8 0.0 OL + 0.75*LL + 0.75%]. + CL DL + 0.75*LL + 0.75*WLL + CL G H.4 0.6 0.8 010 0.0 0.0 0.0 DL + 0.75*LL + 0.75*WL2 + CL JA OL + 0.75*LL + 0.75*W2 + CL L 12.3 4.8 0.0 -2.3 0.0 0.0 DL + 0.75*LL + 0.75*WL2 + CL J.5 DL + 0,75*LL + 0.75*W.2 + CL L 18.9 4.5 0.0 -29 0.0 0.0 DL J.4 3.0. -0.3 0.0 Hor + Hor + DL+LL+CL A 16.5 0.0 0.0 DL+LL+CL L 16.1 5,7 0.0 DL+LL+CL A 13.6 4.0 0,0 DL+LL+CL L 14.8 52 0.0 DL + 0.75*LL + 0.75*WLL + CL. L 1.1 -27 0.0 DL + LL + CL L 9.9 1.8 0.0 + Mom + DL + LL + Cl. H,4 16.8 -5.7 0.0 DL + LL + CL D,1 17.8 -4.0 0.0 DL + LL + CL H.4 21.2 -5.2 0.0 DL + 0.75*LL + 0.75*W'L2 + CL A -1.6 -1.8 0.0 DL + 0.75*LL + 0.75*WLR + CL A DL + 0.75*LL + 0.75%R + CL DA 1.0 1.8 27 0.0 0.0 0.6 DL + 0.75*LL + 0.75*WLR + CL A DL + 0.75*LL + 0.75*WLR + CL DA 0.7 25 2.5 0.0 0.0 0.0 OL + LL + CL J.4 16.8 -1.8 0.0 0.6% + WLL A -31.3 -0.9 0.0 016*DL + WLL L -28.8 -8.9 0.0 0,6% + WLL A -23.8 -5.7 0.0 0.6*DL + WILL L -25.6 -7.0 0.0 DL + 0.75*LL + 0.75*W2 + CL D.1 22 0.0 0.0 OL + 0.75*LL + 0.75*WLR + CL G -5.5 0.0 0.0 DL + 0.75*LL + 0.75*WLR + CL F.2 -12.0 0.0 0.0 0.6% + WIL L -17.1 -1.9 0.0 0.6*DL + WL2 A -24.4 -2.3 0.0 0.6*DL + WLL H.4 0,6*01. + WL2 L -26.6 -20.5 10.5 -10.3 0.0 0.0 0.6*DL + WLL 0.1 0.6*DL + WL2 A -28.9 8.0 -114 -8.0 0.0, 0.0 0.6*DL + WIL H.4 0,6% + W.2 L -35.3 -18.3 10.3 -8.7 0.0 0.0 DL + 0,75*LL + 0.75*WL2 + CL DL + 0.75*LL + 0.75*WL2 + CL OIL + 0.7541 + 0,75*WL2 + CL F G HA 4.9 12.3 14.4 0.0 0.0 0.0 0.0 0.0 0.0 OL +. 0.75*LL + 0.75*WLR + CL J.1 DL + 0.75*LL + 0.75*WLR + CL L -9.3 -5.7 0.0 21 0.0 0.0 DL + 0.75*LL + 0.75*WLR + CL J.5 DL + 0.75*LL + 0.75*WLR + CL L -13.B -5.9 0.0 21 0.0 0.0 0.6*DL + WLL J.4 . 0.6*DL + W2 L s-2'8.2 4.2 0.0 -13.5 -5.4 0.0 Condition Grid Ver Nor Mom DL K 0.9 0.0 0.0 0.6% + WL2 H.4 -13.6 4.1 0.0 0.6*DL + W2 0.1 -15.0 2.9 0.0 0.6*DL + Wi.2 H.4 -18.6 4.1 0.0 OL + 0.75*LL + 0.75*WL2 + CL L 7.7 -3.7 0.0 DL + 0.75*LL + 0.75*WR2 + CL A 5.4 2.6 0.0 DL + 0.75*LL + 0.75*WR2 + CL A 6.3 2.8 0.0 0.6% + WL2 J.4 -%4 1.0 0.0 DL + LL + CL K 6,2 0.0 0.0 DL + 0.75*LL + 0.75*WR2 + CL D.1 15.3 0.0 0.0 OL + 0.75*LL + 0.75*WR2 + CL DA 14.1 0.0 0.0 0.6*DL + WIR A -17.0 1.9 0.0 0.6*DL + WIR L -13.2 1.8 0.0 0.6% + WLR A -10.4 3.1 0.0 0.6*DL + WLR L -11.6 2.4 0.0 DL + 0.75*LL + 0.75*WLR + CL A 1.0 2.4 0.0 DL + 0.75*LL + 0.75*WR2 + CL G 7.9 0.0 0.0 DL + 0.75*LL + 0.75*WR2 + CL F.2 16.7 0.0 0.0 0.6*DL + WLR L -6.3 4.9 , 0.0 0.6*DL + WLR H.4 -17.8 9.0 0.0 0.6*DL + WLR DA -19.2 7.1 0.0 0.6*DL + WrLR H.4 -23.0 8.6 0.0 DL + 0.75*LL + 0.75*WLR + CL D.i 0.9 0.0 0.0 DL + 0.75*LL + 0.75*WR2 + CL J.1 1.1 0.0 0.0 DL + 0.75*LL + 0.75*WR2 + CL J.5 3.1 0.0 0.0 0.6*DL + WLR J.4 -19.1 4.5 0.0 0,6*DL + WILL K -7.5 -1.8 0.0 DL + 0.75*LL + 0.75*WiR + CL F 0.8 0.0 0.0 DL + 0.75*LL + 0.75*WR2 + CL L -1.6 23 0.0 DL + 0.75*LL + 0.75*WR2 + CL L -2.6 2.9 0.0 0.6% + WR2 A -10.1 0.4 0.0 0.6% + WR2 L -4.9 0.4 0.0 0.6*DL + WR2 A -4.0 0.9 0.0 0.6*DL + WR2 L -4.3 0.7 0.0 DL + 0.75*LL + 0.75*WLR + CL G -5.7 0.0 0.0 0.6*DL + WR2 L -2.7 1.4 0.0 0.6*DL + WL2 K -5.4 -4.8 0.0 .0.6*DL + WR2 H.4 -4.8 2.5 0.0 0.6*DL + WR2 D.1 -6.3 2.0 0.0 0.6*DL + WR2 H.4 -6.3 24 00 DL + 0.75*LL + 0.75*WLR + CL H.4 -11.1 0.0 0.0 0.6*01. + W22 J.4 -5.2 1.3 0.0 DL + 0.75*LL + 0.75*WLR + CL L -8.3 3.1 0.0 0.6*DL + WR K -3.6 3.9 0.0 DL + 0.75*LL + 0.75*WLL + CL A -10.6 -0.7 0.0 DL + 0.75*LL + 0.75*W'LL + CL L -8.6 -21 0.0 DL + 0.75*LL + 0.75*W L + CL A -7.0 -1.0 0.0 DL + 0.75*LL + 0.75*WLL + CL L -7.4 -1.1 0.0 DL + 0.75*LL + 0.75*W}I. + CL L =4.9 0.1 0.0 DL + 0.75*1.1. + 0.75*WLL + CL H.4 -6.6 3.3 0.0 DL + 0.75*11 + 0.75%. + CL D.1 -7.5 2,7 0.0 DL + 0.75H.L + 0.75*WLL + CL H.4 -9.6 3.6 0.0 DL + 0.75*11 + 0.75*WR2 + CL A 7.2 3.4 0.0 OL + 0.75*LL + 0.75*WIL + CL J.4 -7.8 1.7 0.0 0.6% + WR2 K -1.5 0.9 0.0DL + 0.75*LL + 0.75*WR2 + CL D.1 13.6 0.0 0.0 DL + 0.75*LL + 0.75*W2 + CL A -5.4 -1.7 0.0 OL + 0.75*LL + 0.75*WL2 + CL L -2.5 -3.1 0.0 DL + 0.75*LL + 0.75*W2 + CL A -22 -2.7 0.0 DL + 0.75*LL + 0.75*W'L2 + CL L -1.9 -2.4 0.0 DL + 0.75*LL + 0.75*WR2 + CL F 12.6 0.0 0.0 OL + 0.75*LL + 0.75%U + CL. L -2.2 -2.6 0.0 DL + 0.75*LL + 0.75%1. + CL K -0.8 -1.4 0.0 DL + 0.75*LL + 0.75*W2 + CL H.4 3.1 -1.5 0.0 DL + 0.75*LL + 0.75*WL2 + CL CA 2.9 -1.1 0.0 DL + 0.75*LL + 0.75*WL2 + CL H.4 2.9 -1.1 0.0 DL + 0.75*11. + 0.75*WR2 + CL G 6.0 0.0 0.0 DL + 0.75*LL + 0.75*WL2 + CL J.4 _ , 2.6 -0.7 0.0 DL + 0.75*11 + 6.75*WR2 + CL H.4 25 0.0 0.0 OL + 0.75*LL + 0.75*WL2 + CL K 0.8 -3.6 0.0 DL + 035*1.1. + 0.75*WLR + CL A 0.2 1.4 0.0 DL + 0.75*LL + 0.75*WLR + CL L 3.0 5.9 9.0 DL + 0.75*LL + 0.75*WLR + CL A 3.1 5.6 • 0.0 DL + 0.75*LL + 0.75*WLR + CL L 3.2 5.9 0.0 OL + 0,75*1.1. + 0.75*WR2 + CL L -1.7 21 0.0 DL + 0.75*LL + 0.75*WLR + CL L -3.2 5.1 0.0 DL + 0.75*LL + 0.75*WLR + CL K 2.1 2.9 0:0 DL + 0.75*LL+ 0.75*WIR + CL H.4 0.0 2.2 0.0 DL + OJWR 5*LL + 0.75*+ CL DA -0.2 2.1 0.0 DL + 0.75*LL + 6.75*WIR + CL H.4 -0.4 2.3 0.0 OL + 0.75*LL + 0.75*WLR + CL J.4 -0.9 1.9 0.0 DL + 0.75*1.1. + 0.75*WR2 + CL A 5.3 0,3 0.0 DL + 0.75*LL + 0.75*WR2 + CL L 9.2 4.9 0.0 DL + 0.75*LL + 0.75*WR2 + CL A 7.9 3.9 0.0 DL + 0.75*LL + 0.75*WR2 + CL L 8.6 4.7 0.0 DL + 0.75*11 + 0.75*WR2 + CL L " 5.9 25 0.0 DL + 0.75*LL + 0.75*WR2 + CL K 3.7 0.7 0.0 DL + 0.75*I.1. + 0,75%R2 + CL H.4 9.7 -2.7 0.0 DL + 0.75*LL + 0.75*WR2 + CL D.1 10.2 -1.8 0.0 DL + 0.75*LL + 0.75*WR2 + CLH.4 12.1 -2.3 0.0 i DL + 0.75*1L + 0.75*WR2 + CL J.4 9.5 -0.5 0.0 DRAWING STATUS ISSUE DATE DESCRIPTION BY CK'D Th rig appears For Approval! A 03-28-06 FOR CONSTRUCTION PERMIT / APPROVAL NGA MID -WEST STEEL BUILDING COMPANY h r off These drawings, being For Approval, are by definition not final, and are for conceptual r r ove t representation only. Their purpose Is to confirm proper interpretation of the project 7301 FAIRVIEW • HOUSTON, TEXAS P.O. BOX 40338 r �U 7pPf documents. Only drawings issued For Erector Installation can be considered as Q (j� �j�y, / /9q �r��jdM7- �rfj ZIP 77041 (713) 466-7788 ZIP 77240 , :. 4 complete Constructlop Permit: ws0r-WHALE- MILLS CONSTRUCTION �' p ti..........' t , f Mqy` 6�6 .... S El © 6-2g-oG (2. 69-c- 09- tttSTl u,ATioa RzmC�'itCITY OF LA PORTS owner. LA PORTE POLICE a . d�j •,• '•�F 36 •"yam Location:LA PODate TX d7t tTttYgt�E ® For Erector Installation: Scale Phase Building ID Job Number Sheet Number Issue NGA Ts A,B,C&D N.S. 0104 - 228664 F3 c 5 O k . 6 i 1 Main Frame Reactions at Lines; 12 Main Frame Reactions at Lines: 13 Main Frame Reactions of Lines: 14 Main Frame Reactions at Lines: 14.4 Main Frame Reactions at Lines; 17 Main Frame Reactions at Lines: B.5 Main Frame Reactions at Lines: C.5 Main Frame Reactions of Lines: D.3 Main Frame Reactions at Line : E.1 NOTE: NOTE: NOTE: NOTE: NOTE: NOTE: NOTE: NOTE: NOTE: A D.1 A D.1 A M G.3 E.2 Y 16 16 .216 Y14.2Allreactions are shown in Ktps rWl reactions are shown in Kips All reae6ons are shown in Kips Allreactions are shown ai Kips Ail reactions are shown in Kips All reactions are shown in Kips Ail rsac0ons are shown in KpsY Ail reactions are shown in Kips Ali reactions are shown in Kips QA negative value, indicates A negative value, indicates A negative value, indicates Q A negative value, indicates Q A negative value, indicates Q A negative value, indicates Y Q A negative value, indicates Q A negative value, indicates Q Q A negative value, indicates opposite direction opposite direction opposite direction opposite direction opposite direction opposite direction opposite direction opposite direction opposite direction Front SW Back SW Front SW Back SW front SW Back SW Front SW Back SW Front SW Back SW Front SW Back SW Front SW Back SW Front SW Back SW Front SW Back SW Her + Her + Her + IF Her ++ . Hor + Her + Her + Her + Her + Her + Her + Mor�+ Her + Her + Her + Her + Her + Her + Mom + Mom + Mom + Mom + -• Mom + Mom + Mom + Mom + -- Mom t Mam + Mom + Mam + Mom + Mom + -- Mom + Mom + --- Mom + Mom + +1 +1 +1 �I +1 �1 +I +i +1 Condition Grid Ver Her Mom Condition Grid Ver Her Mom Condition Grid Ver Her Mom Condition Grid Ver Her Mom Condition Grid Ver Her Mom Condition Grid Ver Her Mom Condition Grid Ver Her Mom Condltlon Grid Ver Her Mom Condition Grid Ver Her Mom DL A 1.7 0.5 0.0 DL A 1.8 0.5 0.0 OL A 1.6 0.0 0.0 DL M 1.8 0.4 0.0 DL E.2 6.5 8.1 0.0 DL i6 1.0 0.0 0.0 DL 16 1.7 0.0 0.0 DI. 16 1.6 0.3 0.0 DL 16 1.4 0.3 0.0 DL D.1 2.4 -0.5 0.0 DL D.1 2.1 -0.5 0.0 DL J.2 3.2 0.0 0.0 OL L 7.2 -8.1 0.0 DL 14.2 2.3 -0.3 0.0 DL 14.2 3.1 -0.3 0.0 DL + LL + CL A 9.3 0.0 0.0 DL G.3 2.3 -0.4 0.0 DL + LL + CL 16 7.5 0.0 0.0 DL + LL + CL 16 10.2 010 0.0 DL+LL+CL A 10.0 2.8 0.0 DL+LL+CL A 10.8 3.1 0.0 DL+LL+CL E.2 30.2 41.4 0.0 OL+U.+CL 16 9.9 1.7 0.0 DL+LL+CL 16 7.8 1.8 0.0 DL + LL + CL D.1 13.0 -2.8 0.0 DL + LL + CL 0.1 10.5 -3.1 0.0 0.6*DL + WLL A -16.6 -1.2 0.0 DL + LL + CL M 10.7 26 0.0 DL + LL + CL L 36.5 -41.4 0.0 0.6*DL + WLL 16 -10.7 -1.3 0.0 0.6*DL + WLL 16 -18.5 -1.3 0.0 DL + LL + CL 14.2 13.4 47 0.0 DL + LL + CL 14.2 17.3 -1.8 0.0 DL+LL+CL J.2 19.1 0.0 0.0 0.6*01. + WLL A -17.3 -4.0 0.0 0.6*DL + WLL A -19.0 -4.9 0.0 0.6*OL + WL2 A -11.2 -3.1 0.0 DL + LL + CL G,3 13.9 -2.6 0.0 0.6*DL + WLL E.2 -41.8 -55.9 0.0 0.6*DL + WL2 16 -7.8 -3.3 0.0 0.6*DL + WL2 16 -12.5 -3.5 OA 0.6% + WLL 16 -17.7 -2.4 0.0 0.6*DL + WLL 16 -10.9 -2-3 0.0 O.6*DL + WLL DA -19.5 5.4 0.0 0.6*DL t WLL D.1 -16.2 5.6 0.0 0.6DL + WLL L -36.1 47.2 0.0 0.6*DL + WLL 14.2 -21.2 3.6 0.0 D.6*DL + WLL 142 -29.3 4.1 0.0 0.6*DL + WLR A -8.6 2.5 0.0 0.6% + WLL M -19.4 -3.7 0.0 0.6*DL + WLR 16 -5.0 2.7 0.0 0.6*DL + WLR 16 -9.5 2.8 0.0 0.6*DL + WL2 A -12.6 -5.8 0.0 0.6*DL + WL2 A -13.8 -6.5 0.0 0.6*DL + WLL J.2 -30.5 0.0 0.0 0.6*DL + WL2 E.2 -21.1 -29.1 0.0 0.6*DL + WL2 16 -14.0 -5.8 0.0 0.6% + WL2 16 -7.4 -6.1 0.0 0.6*DL + WL2 D.1 -10.0 1.9 0.0 0.6*DL + WL2 DA -8.0 1.9 0.0 0.6*DL + WR2 A -3.1 0.6 0.0 0.6% + WLL 0.3 -14.2 4.1 0.0 0.6% + WL2 L -15.4 20.3 0.0 0.6*DL + WR2 16 -2.1 0.6 0.0 0.6*DL + 1Wi2 16 -3.5 0.7 0.0 0.6*DL + WL2 14.2 -10.3 0.6 0.0 0.6*DL + WL2 14.2 -15.0 0.9 0.0 0.6% + WLR A -7.5 2.4 0.0 0.6*DL + WLR A -8.4 22' 0.0 DL + 0.75*LL + 0.75*WLL + CL A -5.0 -0.9 0.0 0.6*DL + WL2 M -13.7 -5.7 0.0 0.6*DL + WLR E2 -31.0 -45.1 0.0 DL + 0.75*LL + 0.75*WLL + CL 16 -2.1 -0.9 0.0 DL + 0.75*11 + 0.75*WLL + CL 16 -5.7 -1.0 0.0 0.6*DL + WLR 16 -6.5 4.7 0.0 0.6% + WLR 16 -4.7 5.1 010 0.6*DL + WLR D.1 -13.0 4.9 0.0 0.6*DL + WiR 0.1 -11.0 511 0.0 0.6*DL + WL2 J.2 -16.6 0.0 0.0 0.6*DL + WLR L -60.3 51.8 0.0 0.6*DL + WLR 14.2 -14.9 4.1 0.0 0.6% + WLR 14.2 -19.8 4.5 0.0 DL + 0.75*LL + 0.75*WL2 + CL A -1.0 -2.4 0.0 0.6*DL + WL2 G.3 -4.6 1.1 0.0 DL + 0.75*LL + 0.75*WL2 + CL 16 0.1 -2.5 0.0 OL + 0.75*LL + 0.75*WL2 + CL 16 -1.2 -2.6 0.0 0.6*DL + WR2 A -2.8 0.7 0.0 0.6*DL + WR2 A -3.2 0.6 0.0 1 0.6% + WR2 E2 -10.3 -18.3 0.0 0.6% + WR2 16 -2.2 1.5 0.0 0.6*DL + WR2 16 -1.2 1.3 0.0 0.6% + WR2 0.1 -3.4 1.3 0.0 0.6*DL + WR2 D.1 -2.8 1.4 0.0 DL + 0.75*LL + 0.75*WLR + CL A 1.0 1.9 0.0 0.6*11 + WLR M -9.4 1.6 0.0 0.6*DL + WR2 L -39.6 24.9 0.0 DL + 0.75*LL + 0.75*WLR + CL 16 2.1 20 0.0 DL + 0.75*LL + 0.75*M + CL 16 1.0 2.1 0.0 0.6*DL + WR2 14.2 -1.7 0.7 OA 0.6*DL + WR2 14.2 -5.4 1.3 0.0 0.6*DL + WLR J.2 -19.8 0.0 0.0 OL + 0.75*LL + 0.75*WLL + CL A -5.0 -0.8 0.0 DL + 0.75*LL + 0.75*WLL + CL A -5.7 -1.2 0.0 DL + 0,75*11. + 0.75*WR2 + CL A 5.1 0.4 0.0 0.6*DL + WLR 0.3 -20.1 4.3 0.0 DL + 0.75*LL + 0.75*WLL + CL E2 -7.6 -9.2 0.0 DL + 0.75*LL + 0.75*WR2 + CL i6 4.3 0.5 0.0 DL + 0.75*LL + 0.75*WR2 + CL i6 5.5 0.5 0.0 DL + 0.75*LL + 0.75*WLL + CL 16 -5.4 -0.5 0.0 DL + 0,75*LL + 0J541-1. + CL 16, -1.9 -0.3 0.0 D! + 0.75*LL + 0.75*WLL + CL D.1 -4.4 1.8 0.0 DL + 0.75*11. + 0.75*WLL + CL 0.1 -3.9 13 0.0 DL + 0.75*11. +. 0.75*WLL + CL L 1.8 2.6 0.0 DL + 0.75*LL + 0.75*WLL + CL 14.2 -5.2 1.3 0.0 DL. + 0.75*LL + 0.75*WLL + CL 14.2 78.2 1.7 0.0 Main Frame Reactions at Lines: 14.1 0.6*DL + WR2 M -3.7 -0.4 0.0 OL + 0.75*11. + 0.75} 2 + CL A -1.5 -2.1 0.0 DL + 0.75*LL + 0.75*WL2 + CL A -1.8 -14 OA 0.6*1L + W12 J.2 -6.0 0.0 0.0 DL + 0.75*LL + 0.7541.2 + CL E.2 7.9 11.0 0.0 Main Frame Reactions at Lines: C Main Frame Reactions at Lines: D DL + 0.75*LL + 0.75*WL2 + CL 16 -2.6 -3.0 0.0 DL + 0.75*LL + 0.75*W12 + CL 16 0.7 -3.1- 0.0 DL + 0.75*LL + 0.75*WL2 + CL D.1 2.8 -0.8 0.0 DL + 0.75*LL + 0.75*WL2 + CL D.1 2.3 -1.0 010 M NOTE: H.1 0.6*DL + WR2 G.3 -10.4 1.3 0.0 DL + 0.75*LL + 0.7541.2 + CL L 17.3 -17.5 0.0 DL + 0.75*LL + 0.75*WL2 + CL14.2 2.9 -0.9 0.0 DL + 0.75*LL + 0.75*W'L2 + CL14.2 25 -0.7 0.0 All reactions are shown in Kips 0.1 NOTE: 01 NOTE: A negative value, indicates All reactions are shown in Kips All reactions are shown in Kips Y OL + 0.75*LL + 0.75*WLR + CL A 23 4.1 0.0 DL + 0.75*LL + 0.75*WLR + CL A 2.3 41 0.0 9 DL + 0.75*LL + 0.75*WLL + CL M -6.0 -0.7 0.0 OL + 0.75*LL + 0.75*WLR + CL E.2 0.5 -t.] 0.0 OL + 0.75*LL + 0.75*WLR t CL 16 3.0 4.9 0.0 DL + 0.75*LL t 0.75*WLR + CL i6 2,7 5.3 0.0 opposite direction A negative value, indicates A negative value, indicates OL + 0.75*LL + 0.75*WLR + CL D.1 0.5 1.4 0.0 DL + 0.75*LL + 0.75*WLR + CL D.1 0.0 1:4 0:0 DL + 0.75*LL + 0.75*WLL + CL J.2 -7.6 0.0 0.0 DL + 0.75*LL + 0.75*WLR + CL L -16.3 6.1 0.0 opposite directionY opposite direction DL + 0.75*LL + 0J5*W1R + CL14.2 -0.5 1.7 0.0 DL + 0.75*1-1. + 0.75*WLR + CL 14.2 -1.0 1.9 0.0 Front SW Back SW OL + 0.75*LL + 0.75*WLL + CL G.3 0.4 1.0 0.0 Front SW Back SW I Front SW Back SW--� DL + 0.75*11. + 0,75*WR2 + CL A 5.9 2:8 0.0 DL + 0.75*LL + 0.76%R2 + CL A 6.2 2.9 0.0 Her + Har + OL + 6.75*LL + 0.75*WR2 +" CL E.2 16.1 19.1 0.0 I / \' DL + 0.75*LL + 0.75*WR2 + CL i6 6.2 2-5 0.0 DL + 0.75*LL + 0.75*WR2 + CL 16 5.3 2.4 0.0 OL + 0.75*LL + 0.75*WR2 + CL 0.1 7.7 -1.3 0.0 DL + OYU + 0.75,WR2 + CL D.1 6.1 -1.4 0.0 - Mom + Mom + DL + 0.75*LL + 0.75*WL2 + CL M -1.7 -22 0.0 DL + 03MIL + 0:75*WR2 + CL L -0.8 -14.1 0.0 Nor + Hor + Her + I/ Hor + yy DL + 0.75*LL + 0.75*02 + CL14.2 9.4 -0.8 0.0 DL + 0.75*LL + 0.754112 + CL14.2 9.7 -0.5 0.0 + + DL + 0.75*LL + 0.75*WL2 + CL J.2 2.8 0.0 0.0 Mom + Mom + -- Mom + Mom + Main Frame Reactions at Lines: 12.1 Main Frame Reactions at Lines: 13.1 > �• DL + 0.75*LL + 0.75412 + CL G.3 7.6 -1.2 0.0 Main Frame Reactions at Lines: 18 & 19 Main Frame Reactions at Lines: E Main Frame Reactions at Line : F NOTE: NDTE: * * NOTE: Condition Grid Ver Her Mom OL + 0.75 LL + 0.75 WLR + CL M 1.5 3.2 D.0 E,2 L NOTE: NOTE: L All reactions are shown in Kips H.2 M AID reactions are shown in Kips ! All reactions are shown in Kips Condition Grid Ver Her Mom Condition Grid Ver Her Mom 1 4.2 1 5.6 P P DL + 0.75*LL + 0.75*WLR + CL J2 0.4 0.0 0.0 All reactions are shown in Nips All reactions are shown in Kips Q A negative value, Indicates Q Q A negative value, indicates DL M 2.0 0.3 0.0 A negative value, indicates 9 9 DL + 0.75*LL + 0.75*WLR + CL G.3 -4.0 1.2 0.0 opposite direction DL 0.1 0.5 0.0 0,0 DL 0.1 0.6 0.0 0.0 Q A negative value, indicates Q A negative value, indleatd8 apposite direction opposite direction DL J.2 3.4 0.0 0.0 opposite direction opposite direction Front SW Back SIMI I -Front SW Back SW -� I DL H.1 2.0 -0.3 0.0 * * i 7- Front SW Back SW � j'`tDL + 0.75 LL + 0.75 YfiR2 + CL M 5.6 1.8 0.0 rDt. + L! + CL 0.1 1.7 0.0 0.0 DL + LL + CL 0.1 3.0 0.0 0.0 I � Front SW Back SW � I � Front SW Back SWJ Hor + HHar + Hor + DL + LL + CL M 12.5 2.1 0.0 DL + 0.75*LL + 0.75*WR2 + CL d.2 10.8 0.0 0.0 Her + Her + jIf 't/ Mam + Mom + - Mom + Mom + DL + 0.75*LL + 0.75*WR2 + CL G.3 3.2 -1.1 0.0 -` Mom + Mom + 0.6*OL + WLL 0.1 -1.3 -0.8 0.0 0.6*DL + WLL 0.t -2.8 -1.70.0 Hor + Hor t Har + H 4 } } DL + UL + CL J.2 20.6 0.0 0.0 r + } Mom + Mom + -- Mom + Mom + �� �I DL+LL+CL H.1 12.1, -2.1 0.0 ) }I * * +� +} > > > > Main Frame Reactions at Lines: 15 0.6 DL +Wit 0.1 -0.4 -22 0,0 0.6 OL + W72 0.1 -1.1 -4.4 0.0 I y Condition Grid Ver Her Mom Condition Grid Ver tior Mom 0.6% + WLL M -22.6 -29 0,0 Condition Grid Ver Hor Mom 0.6*DL + WLL J.2 -34.0 0.0 0.0 NOTE: 0.6*DL + WLR 0.1 -1.1 1.8 0.0 0.6*DL + WLR 0.1-2.5 3.6 0.0 Condition Grid Ver Her Mom Condition Grid Ver Her Mom DL L 13 0.2 0.0 DL M 0.6 0.0 0.0 0.6*DL + WLL H.1 -13.3 4.1 0.0 A All reactions are shown in Kips Y DL E.2 6.8 8,3 0.0 DL J.4 2.7 0.0 0.0 DIL L 0.3 Q,0" 0.0 A negative value, indicates DL L 6.8 -8.3 0.0 0.6*0L + WR2 0.1 -0.3 0.4 0.0 0.8*DL + WR2 0.1 -0.8 0.8 0.0 DL 1 0.9 0.1 0.0 DL 1 -0.6 0.5, 0.0 opposite direction DL 1.9 2.0 0.0 0.0 DL 1.9 5.6 0.0 0.0 OL H2 4.6 -D.2 0,0 0.6*DL + WL2 M -18.2 -0.2 0.0 * * DL 4.2 1.6 -0.1 0.0 DL 5.6 2.9 -0.5 0.0 ' OL + LL + CL M 4.1 0.0 0.0 0.6*DL + WL2 J2 -18.8 0.0 D.0 kmorn -Front SW Back SW � DL + LL + CL E2 33.5 43.5 0.0 DL + 0.75*LL + 0.75 WLL + CL 0.1 0.3 -0.6 0.0 DL + 0.75 LL + 0.75*WLL + CL 0.1 0.2 -i.3 0.0DL +. LL + CL L 10.1 1.3 0.0 DL + LL + CL L 1.1 D 0.0 0.6*DL + WL2 H.1 -4.8 1.0 0.0 Hor + Hor + DL + LL + CL L 33.5 -43.5 0.0 + Mom.+ DL + 0.75*LL + 0.75*WL2 + CL 0.1 0.9 -1.6 0.0 OL + 0.75*LL + 0.75*WI2 + CL 0.] 1.5 -3.3 p,0 DL + 11 + CL 1 5.4 0.7 0.0 DL + LL + CL 1 -4.7 3.1 0.0 OL+LL+CL J.4 15.9 0.0 0.0OL+LL+CL 1.9 12.4 0.0 0.0 DL+LL+CL 1.9 32.4 0.0 0.0 DL + LL + CL H.2 23.6 -1.3 ox 0.6% + WLL M -16.9 -3.8 0.0 0.6*DL + WLR M -10.6 4.0 0.0 + + 0.6*DL + WLL E.2 -50.0 -57.5 0.0 1- 0.6*DL + WLL L -34.4 49.3 0.0 DL + 0.75*LL + 0.75*WLR + CL 0.1 0.4 1.3 0.0 DL + 0.75*LL + 0.75*WLR + CL 0.1 0.5 2.7 0,0 DL + LL + CL 4.2 10.2 -0.7 0.0 OL + LL + CL 5.6 16.9 -3.1 0.0 0.6*DL + WLL L 6.8 -4.2 0.0 0.6*DL + WLR J.2 -21.2 0.0 0.0 0.6*DL + WLL L -17.9 -0.7 0.0 0.6*DL + WLR H.1 -16.7 4.1 0.0 0.6% + WLL J.4 -26.1 0,0 0.0 0.6*DL + WL2 M -16.1 -4.9 010 Condition Grid Ver Her Mom 0:6*DL + WL2 E2 -28.7 -29.7 0,0 OL + 0.75*LL + 0.75*WR2 + CL 0,1 1.0 0.3 0.0 DL + 0.75*LL + 0.75*WR2 + CL 0.1 1.7 0.6 0.0 0.6*DL + WILL 1 -11.6 -2.3 0.0 0.6*DL + WILL 1 7.1 -5.1 OA, 0.6% + WLL H.2 -25.9 3.5 0.0 0.6*DL + WL2 L 7.6 -3.0 0.0 0.6*DL + WR2 M -4.2 0.7 0.0 0.6% + WL2 L -13,0 21.6 0.0 0.6 DL + WLL 1.-21..0.0 0,6 DL + Wit. 1.9 -55.4 .0.0 0.6*DL + WR2 J.2 -6.0 0.0 010 Dl A 1.0 0.0 0.0 0.6*DL + WLL 4.22 -15.9 11.33 0.0 0.6+OL + WLL 5:6 =26.6 55.55 0.0 0.6*DL + WL2 L -13.8 -5.2 0.0 0.6*DL + WLR M 6.7 5.2 0.0 0.6*DL + WR2 H.1 -8.1 1.0 0.0 0.6*DL + WLR E2 -34.4 -49.3 0.0 0.6% % + WL2 J146 5-..0 0.0 0.6*DL + WLR L -10.9 4.0 0.0 OL + LL + CL A 7.5 0.0 0.0 0.6*DL + WLR L -50.0 57.5 0.0 D.6*OL + WL2 1 -132 -7.9 0.0 0.6% + WL2 1 -3.0 -10.0 0,0 0.6+ WL2 H.2 14.0.3 0.0 DL + 0.75*LL + 0.75*YA1 + CL M -7.0 -0.5 0.0 0.6*DL + WL2 1.9 -9.5 0.0 0.0 0.6*0L + WL2 1.9 -27.3 0.0 0.0 0.6*DL + WR2 M 7.6 4.1 0.0 DL + 0.75*LL + 0.75*WLL"+ CL J.2 -9.0 0.0 0.0 0.6*DL + WLL A -10.8 -1.3 010 0.6*DL t WR2 E.2 -13.0 -21.6 0.0 0.6*DL t WL24.2 -7.9 -1.0 0.00.6*DL + WL2 5.6 =14.5 2.1 0.0 O.fi*DL + WLR L -7.0 6,6 0.0 0.6*DL + WR2 L -10.0 5.1 0.0 OL + 0.75*LL + 0.75*WLL + CL H.1 -0.4 1.4 0.0 0.6!DL + WR2 L -28.6 29.7 0.0 0.6*D! + WL2 A -7.8 -3.4 0,0 0.6*DL t WLR 1 0.3 7.5 0.0 0.6*DL + WLR i 12.4 6.6 0.0 0.6*DL + WLR J.4 -16.0 0.0 0.0 0.6% + WLR H.2 -34.3 4.8 0.0 DL + 0.75*LL + 0.75MI + CL M -9.5 -29 0.0 DL + O.75*LL + 0.75*WL2 + CL M -2.1 -3.0 0.0 OL + 0.75*LL + 0,75*WLL + CL E.2 -11.1 -8.6 0.0 D.6*DL +VAR 1.9 -16.1 0.0 0.0 0.6*DL t WLR 1.9 -38.7 0.0 0.0 DL + 0.76*!L + 0.75*WLL + CL L 5.9 -3.1 0.0 DL + 0.75*LL + 0.75*WL2 + CL J.2 2-4 0.0 0.0 0.6*DL + WLR A -5.1 27 0.0 DL + 0.75*LL + 0.75*WLL + CL L 0.7 25 0.0 0.6*DL + WLR 4.2 -11.2 3.1 0.0 0.6*DL + WLR 5.6 :-16.7 4.7 0.0 0.6*DL +. WR2 L -2.8 21 0.0 DL + 0.75*LL + 0.75*WL2 + CL H.1. 6.0 -0.9 0.0 0.6% + WR2 J.4 -4.4 0.0 0.0 DL + 0.75*LL + 0.75*WL2 + CL M -8.9 -3.7 0.0 0.6*DL + WR2 A -2.1 0.6 0.0 DL + 0.75*LL + 0.75*WL2 + C! E.2 5.0 122 0,0 0.6*01. + WR2 1 -L3 1.0 0.0 0.6*DL + WR2 1 2.3 ].0 0.0 0.6% + WR2 H.2-17.1 1.6 0.0 DL + 0.75*LL + 0.75*WL2 + CL L 6.5 -2.3 0.0 OL + 0.75*LL + 0.75*WLR + CL M 20 4.7 0.0 DL.+ 0.75*LL + 0.754U + CL L 16.7 -18.3 0.0 0.6*DL + WR2 1.9 -4.4 0.0 0.0 0.6*DL + WR2 1,9 -10.6 0.0 0.0 DL + 0,75*i.L + 0.75*WLR + CL J.2 0.6 0.0 0.0 DL + 0.75% + 0.75*WLL + CL A -2.1 -1.0 0.0 0.6*DL + WR2 4.2 -3.1 0.8 0.0 0.6*DL + WR2 5.6 -4.6 1.3 0.0 DL + 0.75*LL + 0.75*WLt. + CL L -5.4 0.5 0.0 DL + 0,75*LL + 0.75*WLR + CL M 8.2 3.9 0.0 DL + 0.75*1L + 0.75*WLR + CL H.1 -29 1.4 0.0 DL + 0.75*LL + 0.75*WLR + CL E2 0.7 -2.5 0.0 * * * DL + 0.75*LL + 0.75*WLZ + CL A 0.1 -2.5 0.0. DL + 0,75*LL + 0.75*WLR + CL L -11.1 8.6 0.0 DL + 0.75*LL + 0.75*Wit + CL 1 -4.4 -1.2 0.0 DL + 0.75*L+ 0.75*WLL + CL 1 1.5 -1,3 0.0 DL + 0.75 LL + 0.75*WIJ. + CL J.4 -6.9 0.0 0.0 DL + 0,75 LL + 0.75*WLR + CL L -7.3 3.0 0,0 DL + 0.75*LL + 0.75*WLL + CL 1.9 -6.0 0.0 0.0 DL + 0.75*LL + 0.75*WLL + CL 1.9 -15.6 0.0 0.0 DL + 0.75*11. + 0.75*WLL + CL H,2 -0.8 1.6 0.0 DL + 0.75*LL + 0.75*WR2 + CL M 6.8 22 0.0 DL +-0.75*Il# D.75*WLR + CL A 2J 2.0 D.0 DL + 0* * DL + 0.75*LL + OJ5*W1L + CL 4.2 -3.8 0,4 0.0 DL + 0,75*LL + 0.75*WLL + CL 5.6 -6.6 1.7 0.0 DL + 0,75*LL + 0.75*WR2 + CL M 8.9 3.0 0.0 DL + 0.75*LL + 0.75*WR2 + CL J.2 12O 0.0 0.D .75 LL + 0.75 WR2 + CL E.2 16.7 18.3 0,0 DL + 0.75*LL + 0.75*WL2 + CL L -22 -28 0.0 DL + 0,75*11 + 0.75*WR2 + CL L -6.7 3.9 O.Q DL + 0.75*LL + 0.75*WR2 + CL H.1 3.5 -0.9 0.0 DL + 0.75g1 + 0.75*WR2 + CL L 5.0 -12.2 0.0 DL + 0.75*LL + 0.75*WR2 +' CL A 4.4 0.5 0.0 DL + 0.75*LL + 0.754I2 + CL 1 -5.6 -5.3 0.0 DL + 0.75*LL + 0.75*WL2 + CL 1 -6.1 -5.1 0.0 DL + 0.75*LL + 0.75*WL2 + CL J.4 1.8 0.0 0.0 1 DL + 0.75*LL + 0.75*WL2 + CL 1.9 2.8 0.0 0.0 DL + 0.75*LL + 0.75*WL2 + CL 1.9 5.4 0.0 0.0 DL + 0.75*LL + 0.75*WL2 + CL H.2 12.1 -0.8 0.0 DL + 0.75*LL + 0.75*WL2 + CL 4.2 2.2 -1.3 0.0 DL + 0.75*1L + 0.75*WL2 + CL 5.6 2.5 -0.9 0.0 DL + 0,75*LL + 0.75*WLR + CL L 2.8 6.0 0.0 DL + 0.75*LL + 0.75*WLR + CL 1 4.5 6.2 0.0 DL + 0.75*1L + 0.75*WLR + CL 1 5.5 7.4 010 DL + 0.75*LL + 0.75*VU + CL J.4 0.7 0.0 0.0 DL + 0.75*LL + 0,75*WLR + CL 1.9 -22 010 0.0 DL + 0.75*LL + 0.75*WLR + CL 1.9 -3.1 0.0 0.0 DL + 0.75*LL + 0.75*WLR + CLH.2 -7.1 26 0.0 DL + 0.75*LL + 0.75*WLR + CL 4.2 -0.3 1.8 0.0 DL + 0.75*11- + 0.75*WLR + CL 5.6 0.9 1.1 0.0 DL + 0.75*LL + 0.75*WR2 + CL L 6.0 26 0.0 DL + 0.75*LL + 0.75*WR2 + CL 1 3.3 20 0.0 OL + 0.75*LL + 0.75*WR2 + CL 1 =2.1 3.7 0.0 DL + 0.75*H + 0.75*WR2 + CL J.4 9.4 0.0 0.0 DL + 0.75*LL + 0.75*WR2 + CL 1.9 6.6 0.0 0.0 DL + 0.75*LL + 0.75*WR2 + CL 1.9 '17.9 0.0 0.0 Of. +.0.75*LL + 0.75*WR2 + CL H•2 5,8 0.2 0.0 DL + 0.75*LL + 0.75*WR2 + CL 4.2 5.8 0.1 0.0 OL + 0.75*LL + 0.75*14R2 + CL 5.6 10.0 -1.5 0.0 DRAWING STATUS ISSUE DATE I DESCRIP11ON BY CWD The engi wb rs For Approval: . A 04-10-06 FOR 1007DESIGN DEVELOPMENT NGA MID -WEST STEEL BUILDING COMPANY record 'S 0 a These drawings, being For Approval, are by definition not final, and are for conceptual RENEW ONLY representation and Their purpose is to confirm proper Interpretation of the project 7301 FAIRVIEW • HOUSTON. TEXAS • P.O. BOX 40338 P Y P R P P P P le --- --• (U 00 ZIP 77041 (713) 466-7788 ZIP 77240 fy"' documents, Only drawings issued 'For Erector Installation" can be considered as^••6 qCD" complete S Q6 b6 /!w, /� �p vlT, Zdn7/T PT0 Cu5ioM6R1 HALE- MILLS CONSTRUCTION el � . ...... s Mqy� _ For Coastructio Permit P"asq.. CITY OF LA PORTS owner. LA PORTE POLICE 1t12?BFs�Fcss REo• i�Q B 6-28-0i. FOX %ECTO?, iltJ5*rA%.L4%T10tJ -D-101 Location: LA PODate TX Scale Phase Building ID Job Number Sheet Number Issue tt1T16 Atti ® For Erector Installation: ttiti''b, NGA N.T.S. AAC&D 0104 - 228664 F4 of 5 a h Main Frame Reactions at Lines: F.1 Main Frame Reactions at Lines: G.1 Main Frame Reactions at Lines: J NOTE .NOTE: NOTE: A All reactions are shown in Kips C A Ali reactions are shown in Kips B y All reactions are shown. in Kips A negative value, indicates A negative value, indicates A negative value, indicates opposite direction opposite direction opposite direction. - Front SW Back SW � (�-Front SW Back SW � I/ -"- front SW Back SW Hor + f'/ Hor + Hor + 'r( Hor + Hor + Hor +Mom + Mom + Mom+Mam + o+ Mom + Condition Grid Ver Nor Mom Condition Grid Ver Hor Mom Condition Grid Ver Hor Mom DL A 1.182 O.ODO 0.000 OL A 0.545 O.G00 0.000 DL 1 1.6 0.0 0.0 DL 12.1 3.671 0.000 0.000 OL 12.1 2.00E 0.000 0.000 DL C 0.783 0.000 0,000 OL B 0.545 0.000 0.000 DL + LL + CL 1 9.5 0.0 0.0 DL + LL + CL A 7.611 0.000 0,000 DL + LL + .CL A 3.818 0.000 0.000 0.6*DL + WLL 1 -17.2 -1.7 0.0 DL + LL + CL 12.1 22.396 0.000 0.000 DL + LL + CL 121 12.744 0.000 0.000. DL + LL + CL C 5.016 0.000 0.000 DL + LL + CL B 3.818 0.000 0.000 0.6*DL + WL2 1 -11.9 -4.5 0.0 0.6*DL + WLL A-12.295 5.082 0.000 0.6*DL + Mi A -6.260 2.988 0:00D 0.6*DL + WLR 1 -8.5 3.6 0.0 0.6*DL + WLL 12.1-36.911 0.000 0.000 0.6*DL + WLL 12.1-21,221 0.000 0.060 0.6*DL + WLL C -8.373 0.000 0.000 0.6*DL + VILL 8 -6.509 0.000 0.000 0.6*DL + WR2 1 -3.3 0.8 0.0 O.6*DL + WL2 A -6.914 2.975 0,000 0.64DL + WL2 A -3.534 1.753 0.000 DL + 0.754LL + 0,75*V&L + CL 1 -5.3 -1.3 0.0 0.6401. + WL2 12.1-20.726 0.000 0.000 0.6*DL + WL2 12.1-11.940 0.000 0.000 0.6*DL + W72 C -4.713 0,000 0.600 0001- + WL2 B -3.680 0.060 0.000 DL + 0.75*LL + 0.75*WL2 + CL 1 -1.3 -3.3 0.0 0.6*DL + WLR A -7.513 3.211 0.000 0.6*DL + WLR A -3.837 1,888 0.000 DL + 0.75*LL + 0.75*WLR + CL 1 1.2 2.7 0.0 0.6*DL + WLR 12.1 -22526 0.000 0.000 0.6*DL + WLR 12.1 -12971 0.090 0.000 0.6*DL + WLR C -5.121 0.000 0.000 0.6*01. + WLR 8 -3.994 0.000 0.000 DL + 0.75*LL + 0.75*WR2 + CL 1 5.2 0.6 0.0 0.6*DL + WR2 A -2131 1.112 0.000 0,6*DL + WR2 A -1.112 0.653 0.000 0.6*DL + WR2 12.1 -6.341 0.000 0,000 0,6*DL + WRZ 12.1 -3.694 0.000 0,000 0.6*DL + WR2 C -1.462 0,000 0,000 0.6*DL + WR2 B -1,166 0.000 0.000 DL+.75*LL+.75*WLL+CL A -3.107 . 3.811 0.000 DL+.75*LL+.75*WLL+CL A -1.613 2,241 0,000 DL+.75*LL+.75*&L+CL 12.1 -9,748 0.000 0.000 DL+.75*LL+.75*WLL+CL 12.1 -5.686 0.000 0.000 DL+.75*LL+.754U+CL C -2250 0.000 0.000 DL+.75*LL+.75*WLL+CL D -1.800 0.000 0.000 DL+.75*LL+.75*WL2+CL A 0.929 2.232 0.000 DL+.75*LL+,75*WL2+CL A 0.431 1.315 0A00 DL+.75*LL+.75*WL2+CL 12.1 2.391 0.000 0.000 DL+.75*LL+.75*WL2+CL 12.1 1.274 0.000 0.000 DL+.75*LL+.75*WL2+CL C 0.494 0.000 0.000 DL+.75*LL+:75*WL2+CL B 0.322 0.000 0.000 DL+.75*LL+.75*WLR+CL A 0.480 2.408 0.000 DL+.75*LL+.75*WLR+CL A 0.204 1.410 0.000 DL+.75*LL+.75*VAR+CL 12.1 1.041 0.000 0.000 DL+.75*LL+.75*WLR+CL 12.1 0.501 0.006 0.000 DL+.75*LL+.75*WLR+CL C 0.189. 0.000 0,000 DL+.75*LL+.75*M+CL 8 0.086 0.006 0.000 DL+.75*LL+.75*WR2+CL A 4.516 0.834 0.000 DL+.75*11+.75*WR2+CL A 2248 0.490 0.000 DL+.75*LL+.75*WR2+CL 12.1 13,179 0.000 0.000 DL+.75*LL+.75*WR2+CL 12.1 7.459 0.000 0.000 DL+.75*LL+.75*WR2+CL C 2.933 0.000 0.000 DL+.75*I.L+.75*WR2+CL B 2.207 0.000, 0.000 Main Frame Reactions at Lines: G 1Main Frame Reactions at Lines: H I Main Frame Reactions at Lines: HIP V NOTE NOTE: N07E: y 5.6 1 3.1 C.1/0.1 6/E. All reactions are shown n Kips All reactions are shown in Kips All reactions are shown in Kips A negative value, indicates A negative value, indicates A negative value, indicates opposite direction opposite direction opposite direction Front SW Back SW Front SW Back SW Front SW Back SW Hor + Hor + Hor + F Hor + Nor + Hor + Mom + Mom + -- Mom + Mom + -• Mom + Mom + 49 Condition Grid Ver Her Mom Condition Grid Ver Her Mom Condition Grid Ver Hor Mom DL 1 1.9 0:3 0.0 DL 1 1.4 0.1 Y::. 0.0 DL 0.1/C.1 4.1 0.5 0.0 DL 3.8 3.2 0.0 0.0 OL 3.1 25 -0.1 0.0 DL 4.1/0.2 8.0 0.0. 0.0 DL 5.6 2.2 -0.3 0,0 DL 5,6/E.3 4.6 -0.5 0.0 DL+H +CL 1 9.0 0.8 0.0 DL + LL + CL 1 10.8 2.0 0.0 DL + LL + CL at 14.9 -0.8 0.0 DL + LL + CL 0.1/C.1 18.0 3.0 0.0 DL+LL+CL 3.8 19.0 0.0 0.0 DL+LL+CL 4.1/0.2 42.1 0.0 0.0 OL + LL + CL 5.6 13.2 -2.0 6.0 O.6*DL + WLL 1 -16.1 -2.0 0.0 DL + LL + CL 5.6/E.3 26A -3.0 0.0 0.6*DL + WLL 3.1 -24.4 1.4 0.0 0.6*DL + WLL 1 -19.9 4.1 0.0 0.6*DL + WLL 0.1/0.1 -30.3 -11.0 0.0 0.64DL + WILL 3.8 -32.5 0.0 0.0 0.6*DL + WL2 1 -15.1 -68' 0.0 0.6% + NLL 4.1/0.2 -65.1 0.0 0.0 0.6*DL + WLL 5.6 -20.7 4.1 0.0 0.6*DL + WL2 3.1 -10.5 -1.3 0;0 0.64DL + WILL 5.6/E.3 -37.9 0.7 0.0 0.6*DL + WL2 1 -15.4 -8.0 0.0 0.6*DL + WLR 1 -3.0 6.5 0.0 0.6*DL + WL2 0.1/C.1 -21.7 -15.7 0.0 0.6*DL + WL2 3.8 -17.4 0.0 0.0 0.6*DL + WLR 3.1 -19.1 3.7 0.0 0.6% + WL2 4.1/0.2 -39.8 0.0 0.0 0.6%+ WL2 5.6 -11.0 0.9 0.0 0.6*DL + WL2 5.6/E3 -19.8 -0.5 0.0 0.6*DL + WR2 1 -20 1.7 0.0 0.6*DL + WLR 1 -7.7 6.6 0.0 0.6*DL + WR2 3.1 -5.2 1.0 0.0 O.6*DL + WLR 0.1/C.1 -11.7 13.9 0.0 0.6% + WLR 3.8 -21.0 0.0' 0.0 0.6% + WLR 4.1/0.2 -42.0 0.0 0.0 0.6*DL + MR 5.6 -13.3 4.4 0.0 DL + 0.7541.1. + 0.75*WLL + CL 1 -4.9 -0.9 0.0 0.6% + WLR 5.6/E3 -24.5 7.9 0.0 OL + 0.75*LL + 0.75411E + CL 3.1 -6.5 0.5 6.0 0.6*DL + WR2 1 -3.2 1.7 0.0 0.6% + WRZ O.1/C.1 -3.0 9.2 0.0 0.6*DL + WR2 3.8 -5.9 0.0 0.0 DL + 0.75*LL + 0.75*W72 + CL 1 -4.1 -4.5 0.0 0.6*DL + WR2 4.1/0.2 -16.8 0.0 0.0 0.6*DL + WR2 5.6 -3.7 1.2 0.0 DL + 0.754LL + 0.75*WL2 + CL 3.1 4.0 -1.6 OA 0.6*DL + WR2 5.6/E3 -6.4 6.7 0.0 DL + 0.75*LL + 0.754WLL + CL 1 -6.3 .-0.7 0.0 DL + 0.75*LL + 0.75*WLR + CL 1 4.9 5.50.0 OL + 0.75*LL + 0.75*WLL + CL 0.1/0.1 -9.3 -6.0 OA OL + 0.75*LL + 0.7541.1. + CL 3.8 -9.2 0.0 0.0 DL + 0.75*LL + 0.75*VU + CL 3.1 -2.5 2.2 0.0 DL + 0.75*LL + 0.75*WLL + CL 4.1/D.2 -17.3 0.0 0.0 DL + 0.75*LL + 0.75*WLL + CL 5.6 -5.0 1.4 0.0 OL + 0.75*LL + 0.75*WLL + CL 5.6/E.3 -7.9 -1.7 0.0 DL + 0,75*LL + 0.75*WR2 + CL 1 5.7 1.9 0.0 DL + 0.75*LL + 0.754WL2 + CL 1 -2.9 -4.3 0.0 DL + 0,75*LL + 0.75*WR2 + CL 3.1 7.9 0.1, 0.0 DL + 0,75*LL + 0.75%2 + CL 0.1/C.1 -2.8 -9.5 0.0 DL + 0.75*LL + 0.75412 + CL 3.8 22 0.0 0.0 DL + 0.75*LL + 0.75*WL2 + CL 4.1/D.2 1.7 0.0 0.0 OL + 0.75*LL + 0.75*WL2 + CL 5.6 22 -0.9 0.0 DL + 0.75*LL + 0.754WL2 + CL 5.6/E3 5.7 -26 0.0 OL + 0.75*LL + 0.75*WLR + CL 1 2.9 6.6 0.0 DL + 0.75*LL + 0.75*WLR + CL 0.1/C.1 4.7 12.7 0.0 DL + 0.75*LL + 0.75*WLR +. CL 3.8 -0.6 0.0 0.0 DL + 0.754LL + 0.75*WLR + CL 4.1/D.2 0.0 0.0 0.0 DL + 0.75*LL + 0.75*WLR + CL 5.6 0.5 1.7 0.0 DL + 0.75*LL + 0.75*MR + CL 5.6/E.3 2.1 3.7 0.0 DL + 0.75*LL + 0.75*WR2 + CL 1 6.2 2.9 0.0 DL + 0,75*LL + 0.75*WR2 + CL 0.1/C.1 11.2 9.1 0.0 DL + 0.75*LL + 0.75*WR2 + CL 3.8 10.8 0.0 010 OL + 0.75*LL + 0.75*WR2 + CL 4.1/D.2 19.0 0.0 0.0 OL + 0.75*LL + 0.75*WR2 + CL 5.6 7.7 -0.7 0.0 DL + 0.75*LL + 0.75*WR2.+ CL 5.6/E.3 15.7 2.8 0.0 Main Frame Reactions at Lines: HiP W Main Frame Reactions at Lines: VALLEY X Main Frame Reactions at Lines: HIP Z NOTE: NOTE: NOTE: i6/A All reactions are shown in Kips 11/E4 16/E.2 All reactions are shown in Kips 13.2/G.4 1/K All reactions are shown in Kips 5.6/G.2 A negative value, indicates Q A negative value, Indicates A negative value, indicates opposite direction opposite direction opposite direction Front SW Back SW -+ I Front SW Back SW'__ W Front SW Back SW Hor + fjf Hor +\'j' Hor + Hor + Har + Hor >� Mom+ >I Mom+ }� Mam+ ?� mom +>� Mom+ ?� Mom+ Condition Grid Ver Her Mom Condition Grid Ver Her Mom Condition Grid Ver Hor Mom DL 16/A 28 0.6 0.0 DL 16/E2 1.2 03 0.0 DL 1/K 1.8 0.5 0.0 DL 14/0.6 6.6 0.0 0.0 DL 14.3/F.3 4.4 0.0 0.0 DL 3.8/H.3 5.5 0.0 0.0 DL 12.1/0.4 3.6 0.0 0.0 DL 13.2/G.4 2.1 -0.3 0.0. DL 5.6/G.2 4.8 -0.5 0.0 DIL 11/E4 4.7 -0.6 6.0 DL+LL+CL 16/E.2 5.7 1.8 0.0 DL+LL+CL 1/K 9.4 29 0.0 DL + LL + CL 16/A 15.6 3.4 0.0 DL + LL + CL 14.3/E3 26.8 0.0 0.0 DL + LL + CL 3.8/H.3 31.7 0.0 0.0 DL + LL + CL 14/C.6 38.1 0.0 0.0 'DL + LL + CL 13.2/G.4 11.5 -1.8 0.0 DL + LL + CL 5.6/G.2 27.5 -2.9 0.0 DL+LL+CL 12.1/D.4 21.7 0.0 0.0 DL + LL + CL 11/E.4 25.6 -3.4 0.0 0.6*DL + WLL 16/E,2 -9.9 -2.3 0.0 0.6*DL + WLL 1/9 -17.1 -4.2 0.0 0,6*DL + WLL 14.3/F.3 -40.9 0.0 0.0 0.6*DL + WLL 3.8/1-1.3 -51.5 0.0 0.0 0.VD1. + WLL i6/A, -26.5 -3.5 0.0 0.6*DL + WLL 13.2/G.4 -16.3 3.0 0.0 O.6*DL + WILL 5.6/G.2 -41.4 5.2 0.0 0.6% + WILL 14/C.6 -63;8 0.0 0.0 0.64DL + WILL 12.1/D.4 -30.7 0.0 0.0 0.6*DL + WL2 16/E2 -7.9 -3.8 0.0 O.6*DL + WL2 1/K -12.8 -5.9 0.0 0.6*DL + WLL 11/E.4 -41.2 6.5 OA 0.6*DL + WL2 14.3/F.3 -22.3 0.0 6.0 0.6*DL + WL2 3,8/H.3 -29.3 0.0 OLD 0.6*DL + WL2 13.2/0.4 -8.8 1.1 0.0 0.6*DL + WL2 5.6/G.2 -22.7 20 0.0 0.6*01. + WL2 16/A -18.8 -5.7 0.0 0.6*DL + WL2 14/C.6 -36.1 0.0 0.0 0,6*DL + WLR 16/E.2 -3.5 2.1 0.0 0.6% + WLR 1/K -7.1 2.2 0.0 0.6*DL + WL2 121/14 -1&1 0.0 0.0 .0,6*DL + WLR 14.3/F.3 -25.6 0.0 0.0 0.6*DL + WLR 3.8/H.3 -30.9 0.0 0.0 0.64DL + WL2 11/E.4 -22.2 28 0.0 O.6*DL + WLR 13.2/G.4 -10.1 2.6 0.0 0.6% + WLR 5.6/G.2 -25.6 4.5 0.0 0.6*DL + WLR 16/A -12.1 3.2 0.0 0.6% + WR2 16/E2 -1.5 0.6 0.0 0.6*11 + WR2 1/K -2.8 0,6 0.0 0,6*0I. + WLR 14/C.6 -38.6 0.0 0.0 O.6*DL + WR2 14.3/F.3 -7.0 0.0 0.0 0,6*DL + WR2 3.8/H,3 -8.7 0.0 0.0 0.6% + WLR 12.1/D.4 .-17.2 0.0 0.0 0.6*DL + WR2 13.2/G.4 -2.6 0.7 0.0 0.6% + WR2 5.6/G.2 . -6.9 1.2 0.0 0.6*DL + WLR 11/E.4 -25.9 5.2 0.0 DL + 0.75*LL + 0.75*WLL + CL 16/E.2 -2.9 -0.3 0.0 DL + 0.7541.1. + 0.75*WLL + CL 1/K -5.4 -0.9 0.0 03% + WR2 16/A -4.4 0.9 0.0 DL + 0.75*LL + 0.75*WLL + CL 14:3/F,3 -9.4 0.0 0.0 DL + 0.75*LL + 0.75*WLL + CL 3.8/1-1.3 -13.4 0.0 0.0 0.6% + WR2 14/0.6 -10.9 0.0 0.0 DL + 0.75*LL + 0.75*11L + CL 13.2%0.4 -3.2 0.8 0.0 OL + 0.75*LL + 0.75*WLL + CL 5.6/6.2 -9.3 1.6 0.0 0.6*DL + WR2 121/D,4 -4.7 0.0 0.0 0.6*DL + WR2 11/E.4 -7.0 1.4 0.0 DL + 0.75*LL + 0.75*WL2 + CL 16/E2 -1.4 -1.5 0.0 DL + 0.75*1-1. + 0J541.2 + CL 1/K -2.2 -2.2 0.0 DL + 0.75*LL + 0.75412 + CL 14.3/F.3 4.5 0.0 0.0 DL + 0.75*LL + 0.75*WL2 + CL 3.8/H.3 3.2 0.0 0.0 DL + 0.75*LL + 0.75*WLL + CL 16/A -7.5 0.1 0.0 DL + 0.75*LL + 0.75*WL2 + CL 13.2/G.4 24 -0.6 0.0 DL + 0.75*LL + 0.75*WL2 + CL 5,6/G.2 4.7 -0.8 0.0 DL + 0.75*LL + 0.75*WLL + CL 14/C.6 -17.6 0.0 0.0 DL + 0.75*LL + 0.75*WLL + CL 111/0.4 -5.8 0.0 0.0 OL + 0.7541.1. + 0.75*WLR + CL i6/8.2 1.8 3.0 0.0 OL + 0.7541-1. + 0.75*WLR + CL 1/K 21 4.0 0.0 DL + 0.75*LL + 0.75*WLL + CL i1/E.4 -10.6 2.2 0.0 DL + 0.75411 + 0,75*WLR + CL 14.3/F.3 2.1 0.0 0.0 DL + 0.75*LL + D.75*WLR + CL 3.8/H.3 2.0 0.0 0.0 DL + 0.75*LL + 0.75*WLR + CL 13.2/0.4 1.5 0.5 0.0 DL + 0.75*11 + 0.75*WLR + CL 5.6/G.2 2.5 1.1 0.0 DL + 0.75*LL + 0.75,*WL2 + CL 16/A -1.7 -1.6 0.0 DL + 0.75*LL + 0.75*WL2 + CL 14/C.6 3.2 0.0 0.0 DL + 0.75*LL + 0.75*WR2 + CL 16/E.2 3.3 1.9 0.0 DL + 0.75*LL + 0.75*1R2 + CL 1/K 5.3 2.7 0.0 DL + 0.75*LL + 0.754W1.2 + CL 121/D.4 3.6 0.0 0.0 DL + 0.75*LL + 0.75*WR2 + CL 14.3/F.3 16.1 0.0 0.0 DL + 0.75*11 + 0.75*WR2 + CL 3.8/113 18.7 0.0 0.0 DL + 0.75*LL + 0.7541-2 + CL 11/E.4 3.6 -0.6 0.0 DL + 0.75*LL + 0.75*WR2 + CL 13.2/G.4 7.0 -0.9 0.0 DL + 0.75*LL + 0J5*WR2 + CL 5.6/0.2 16.6 -1.4 0.0 DL + 0.75*LL + 0.75*WLR + CL 16/A 3.3 5.1 0.0 DL + 0.75*LL + 0.75*WLR + CL 14/C.6 1.3 0.0 0.0 DL + 0.75*LL + 0.75*WLR + CL 12.1 fD.4 4.3 0.0 0.0 DL + 0.75*LL + 0.75*WLR + CL 11/E.4 0.8 1.2 0.0 DL + 0,75*LL + 0.75*WR2 + CL 16/A 9.1 3.4 0.0 DL + 0.75*LL + 0.75*WR2 + CL 14/C.6 22.0 0.0 6.0 DL + 0.75*LL + 0.75*WR2 + CL 12,1/0.4 13.8 0.0 0.0 DL + 0,75*LL + 0.75*WR2 + CL 11/E4 15.0 -1.6 0.0 ❑ForApproval: A These drawings, being For Approval, are by definition not final, and are for conceptual representation only. Their purpose.ls to confirm proper interpretation of the project documents. Only drawings issued "For Erector installotion" can be considered as complete. For Constructiop Permit. - For Erector Installation: DATE FOR 100% DL + LL + CL 14.9 K DL + WL 110.1 K TUBE COLUMN REACTIONS at CANOPY LINE M 0 MID -WEST STEEL BUILDINCOMPANY 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 PsoFc-1: CITY OF LA PORTE owner. Location: LA PORTE TX CAD Date I Soule Phase Building ID NGA N.T.S. I AAC&D Job Number Sheet Number Issue 0104 - 228664 F5 of 5 The origin as so] appears her n is of roc r •s*t�. r ...................... p ONALD H. MAYS r 67636 ° .Q r d7?11to 11SIO N A tila~\~~� ltt'0. rbv w S How f0 read part marks for: DEPTH ID Puriins, Girts, Eave Struts, Jambs, Headers 1D Depth ID Description 08 0'-8" 2Z 2 1/8 x 2 3/8 Zee TTFL 10 0'-10" 3Z 3 1/8 x 3 3/8 Zee Thickness ID 12 1'-0" 2C 2 1/2 Cee Shape ID 14 1'-2" 30 3 1/2 Cee Depth ID 3J 3 1/2 Cee Jamb Ali letters and/or number which may appear 3H 3 1/2 Cee Header/. after OThIckness ID" are for internal use only 0 0 0 0 0 0 LEGEND: 1) PSI = 6 5/5"0 x 0.156 PIPE STRUT 2) ZS1= BZ12GA STRUT PURLIN 3) Ct = �e CABLE 4) ©_ 1' CABLE 5) CABLE ,. 6) CABLE v U l9 lJ lJ V Ub U 19 21 ROOF FRAMING PLAN (BLDG AX &D) ( COLUMN , RAFTER & ROOF CABLE BRACING LOCATIONS ) SHAPE ID THK ID How to read part marks for: Bracing ID Dia ID DRAWING STATUS ISSUE DATE DESCRIPTION BY CK'D ID Description ID Thk Cable and Rod Bracing ID Type ID Dla ❑ a oval: These drawings, being For Approval, by definition A 04-10-06 FOR CONSTRUCTION PERMIT APPROVAL NGA MID —WEST STEEL BUILDING COMPANY 3EL 3 5 Eave Strut Low Side 6 x — 16 GA CB gable' 04 1/4" are not final, and are for conceptual (0) 3EH 3 x 5 Eave Strut —. High Side g 5 15 GA Tj� BR Rod 05 5/16' representation only. Their purpose is to confirm proper interpretation of the project documents. "For 7301 FAIRVIEW > HOUSTON, TEXAS • P.O. BOX 40338 Diameter ID Orify drawings (sued Erector Installation" can be considered as B 5-2-06 INTERIM REVIEW SET JZ ZIP 77041 (713) 466-7788 ZIP 77240 5EL 5 x 5 Eave Strut —Low Side 4 14 GA II _—` Bracing ID A6 3/8"C complete. [f'm— avJr/1 GTY4ktPErl rt?T.''.`.. 5-10-06 FINAL CONSTRUCTION DOCUMENTS JZ Projecu HALE —MILLS CONSTRUCTION SEH 5 x 5 Eave Strut Side 13 GA -High .3 08 1/2° 5/8" COORDINATION SET. Customer CITY OF LA PORTS owner. LA PORTE POLICE 2 112 GA 10 AO 2¢06 &V.. 60R 0Nfrhac11 /%W17— pro Location: LA PORTE TX All letters and/or cumber which may appear 3/4" ❑ For Erector Installation: E 7-7-D6 R8K FOR GON5r' PERMIT KK CAD Date Scale Phase Building ID Job Number Sheet Number Issue F,6 after Diameter ID" are for internal use only 1" NGA N.Ts, A,B,C&D 0104 — 228664 E1 of The engine hereon is ose ar appears eer of r ••• s*da 636 MAY: a: 6 >IONAILL (� LEGEND \._J 1.9 4.3 4.9 O tJ7 (D O9 70 0 0 13.1 14.1 14.4 17 f8 19 19.7 21 1) • = ANTi-ROIL PURUN CUP LOCATION. 43'-i" 163-21 :Lo 55-91 30'-8 2) ZS2= BZ12GA STRUT PURUN (BLDG C) (BLDG D) 14'-134 28'-1P . 16'-83< 27'-0° 20'-10" 20'-ii" 14'-0" 22'-5 23'-04 13'-11 10'-3 15'-8 16'-0 1�l'w4 _ 20'-0" 15'-9 3) ZS3= 8Z13GA STRUT PURUN 4'-6k 18'-23 0 ( I 4) ZS4= BZ14GA STRUT PURUN 4'-6k 6 15'-2" 15'-0" (4'-6k 8'_0 5) ZS6= BZ16GA STRUT PURUN 3 25-113� GA"qq�S 8X3�Ct2 ( I 8iZI 6) USE (8) 1/2"0 A307 BOLTS FOR ALL LAPPED PURUNS 2'•-5j 2'-54 PURUN, LAPS WX C14 8)%� 14 C8X11:5 TiP. ALL BLOBS I * o i 8X3 C14 TYP. C8d1.5a1 BX3 C14 TYP. aO o F 8E51 BE�.� BEST � 8E BEST � 8 1 ZS6 ZS4 614 TILT UP WALL 8X3'zC14•\ 8X3 C14x x x x (BY OTHERS) — BESi2 TYP. e1L2-t\8 B714 TYP.U.N 8Z 6 iYPU.N 8Z16 TYPAN 8Z14 7YtUN BZ14 TYP.U.N 8Zi4 TYP.U, SZ12 TY AN 8Zi4 TYRUA BZt6U.tJ BZ16 TYP.UN6 U.N}1'113go �23lP12\ . c a ZS6 i2A11 �ld65 4 2$S- �34Co ZS4 12$EL2MM• m\6 O 8Z12lYP.U,N rr Si\3\\q r CT•1gu14) `o IN 1 12X3 Z12 TYPAN. J W 2 as m .1 N 1 N d xYoS ZS6 ZS4 F1091 ------------ ---gEliN - - 1 3 \22 rSN (r' TV iY -'*\'ayCi 'k2 9 i rpl N x IN '�\/L'1 N ryt $\'1 \ ! \ ! 9s2kc-^2Ca0 m 1 � N 9 �� N 1a 3 l -2[01 ZS4425 " Z56 Z54 f2ES12 \ O Sr' d' cil �+ ,�, N t25> t 2MM•oa26 2 32co2 \231+2GG•o11 x ( N" i e" Lv `O $2W3 i "h OAS 8'0 m ! ! ZS6 ! ZS4 \ M O ,n 1 I Y � 4.3 '32fa1 112 p ct 1 a x `I' BZTB z ri +Ico°i M M 4 _ 8041111, o � ,.^r' 4• fo 3:3 3 � ------------ N \ ! 8X3h014. TYP: d ISO! �(.!� r rp N ZS6. ZS3 �31$ N w Q -- '31 2 --- --- --- o 1 4 l ZSs J ZS3 1 n rq 8Zt3 TYp.. g21¢ 1Yp•U,ry BZ14 TYPAN BZ14 TYP.U.N BZtS .U.N 8Zf6 TYP,U.N 8Z13 TYp.U,N - 8216 TYPAN 8Z16 TYPA.N BZi6 TYP.U.N B416 TYP.U. Y z - 03.0 lic2 �1Ca2 �i ll 33'i �40 \45 341 �3q2 �3qa W:518 8 — o 9 ¢ . x xiki l teuK x x a N i w o • BXAC16 TYP. 256 \ Z53'- Zst ry 1 N ' 8Z16 TYP.U.N BZf6 TYP. o -- _ •� x T IL O BES14 - _. BRUIN BFSi4� 8ES74-� BES14b BES14� fialAt 6FS141 _ SESf4� BE — 8ES141 - O a) i 8X3�C14 TY'P. TYP. 8'-0 8 4' k N 3' 33y 11'-1014 5'-5 19'-0" 20'-7" 20'-7" 20'-10" 20'-11, 14'-0` 22'-51 16'-4k 15'-11" 14'-0` i5'-3° 18'-3" 17'-6k 20'-6k 20'-0" 2Y-1 15'-2 241'-2 W 17 256'-4 0/0 STEEL 61'-8 0/0 STEEL LINE 25'-4 ^ O O O (D (D © O O O (BLDG A) 10 1�1 i2 i3 14 15 18 18 (BLDG C) 19 © (BLDG D) 21 S ROOF FRAMING PLAN - (BLDG AX 0) - ( ROOF PURLINS ) How to read part marks for: DEPTH ID SHAPE ID THK ID How to read part marks for. Bracing ID Dia ID DRAWING . STATUS ISSUE DATE DESCRIPTION BY CK'D The engine se al appears Pudins, Girts, Eave Struts, Jambs, Headers ID Depth iD Description ID Description ID 1hk Cable and Rod Bracing ID Type ID Dia For Approval: A 04-10-06 FOR CONSTRUCTION PERMIT/ APPROVAL NGA MID -WEST STEEL BUILDING COMPANY her is LLe�� of 08 0'-8" 2Z 2 1/8 x 2 3/8 Zee 3EL 3 x 5 Eave Strut - Low Side 6 16 GA C8 Cable 04 1/4" These drawings, being For Approval, are by definition not final, and are for conceptual red a $s `tc representation only. Their purpose is to confiml proper interpretation of the project 7301 FAIRMEW • HOUSTON, TEXAS • P.O. BOX 40338 e TT —TT" ZIP 77041 (713) 466-7788 ZIP 77240 r ; .t T 10 0'-10 32 3 i/$ x 3 3/8 Zee 3EH 3 x 5 Eave Strut -High Side 5 15 GA BR Rod 05 5/16 documents. Only drawings issued For Erector Installation can be considered as B 5-2-06 INTERIM REVIEW SET JZ . i " Diameter ID " complete. r x Thickness ID 12 i -0 2C 2 1/2 Cee 5EL 5 x 5 Eave Strut -Law Side 4 14 GAYBracing ID os 3/8 P C 5-10-06 FINAL CONSTRUCTION DOCUMENTS JZ Project: HALE -MILLS CONSTRUCTION r• `: �ALp j l MAYS r Shape ID 14 1'-2" 3C 3 1/2 Cee 5EH 5 x 5 Eave. Strut - High Side 3 13 GA 08 t/2" X❑ .FDA' fawlswtT/rn�' PkAW,I7- r r COORDINATION SET, Customer: CITY OF LA PORTE owner. LA PORTE POLICE `;67636 Depth 10 �2� 06 3J 3 1/2 Cee Jamb 2 12 GA 10 5/8" p All letters and/or number which an appear 3H 3 1/2 Cee Header/Sill All letters and/or number which may appear 12 3/4" 1: �,•�� Egos ���iVtrQuer�gN t6.1,T iT Dr° Location: LADatteeR� TScale Phase Building ID Job Number Sheet Number Issue jot 11 SSIONAG��, �? / " y PP / y pp " For Erector Installation: 1 tiv after 'Thickness ID are for internal use only after "Diameter ID' are for internal use only 16 1 NGA N.T.S, A,BAD .0104 - 228664 E2 of it. Zttti��� r•7 4.3 4.9 O07 L°1 ng 10 11.2 12.1 13.1 14.1 114 � n n rn 151 0 0 0 0 0 0 0 0 0 0 0 Im Ee O v W1 U lJ U V lJ V ,9 20 N ROOF FRAMING PLAN DRAWING STATUS ISSUE (BLDG A,C &D) ❑ Fdr Approval: A (KNOCK —IN BRIDGING ANGLE LOCATIONS} These drawings, being For Approval, are by definition not final, and are for conceptual W E representation only. Their purpose is to confirm proper interpretation of the project documents. Only drawings Issued "For Erector Installation" can be considered as B complete. C S7F Fok CoNrrnucriovARM17- D For Erector Installation: DATE DESCRIPTION BY CK'D The en I ear Pears MID -WEST STEEL BUILDING COMPANY horeorecord A 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 r i td ZIP 77041 (713) 466-7786 ZIP 77240 or^ • • ••r,+� -Project 'jl. MAY.,. HALE —MILLS CONSTRUCTION ¢' NASD,,. :. Customer. CITY OF LA PORTE owner. LA PORTE POLICE •.. 6. a ,' Location: LA PORTE TX d7dr 9p Rec.sZE.� CAD Date Scale Phase Building ID Job Number Sheet Number Issue ttlt2 ltitttA NGA N.T.s. A,B,C&D 0104 - 22$664 E3 of - d „ r 5 04-10-06 FOR CONSTRUCTION PERMIT/ APPROVAL NGA 5-2-06 INTERIM REVIEW. SET JZ 5-10-06 FINAL CONSTRUCTION DOCUMENTS JZ S 24-46 COORDINATION SET. Aell A/E CNrr720C7701 i �/t!n /l 0tn . .o t? 9 2'-0 18'-4 0/0 STEEL 2'-0 1'-0 16'-4 1'-0 KNOCK -IN BRIDGING 4 L_T4'-7 4'-7 4'-7 4'-7 LOCATIONS a 8- IuA02v'' ROOF FRAMING PLAN (BLDG B) E 1) A = ANTI -ROLL PURLIN CLIP LOCATION. A N S W DEPTH ID How to read part marks for: Purlins, Girls, Eave Struts, Jambs, Headers ID Depth ID Description 08 0'-8° 2Z 2 1/8 x 2 3/8 Zee 10 0'-10" 3Z 3 1/8 x 3 3/8 Zee Thickness ID 12 1'-0" 2C 2 1/2 Cea Shape ID 14 1'-2" 3C 3 1/2 Ceo Depth ID 3J '3 1/2 Cee Jamb 3H 3 1/2 Cee Header/Sill All letters and/or number which may appear after °Thickness ID° are for internal use only U, U z 0 M m z I 0 a z Y N r o I F=� � ir) o 0 co wl o O GN M It7 d- I Ln <t rfi.) r. L N 1 N d- SHAPE ID THK ID How to read part marks for: Cable and Rod Bracing �� ����� ITT Diameter ID Bracing ID All letters and/or number which may of after "Diameter ID' are for internal use ID Description— ID Thk . 3EL 3 x 5 Eave Strut - Low Side 6 16 GA 3EH 3 x 5 Eave Strut - High Side 5 15 GA 5EL 5 x 5 Eave Strut - Low Side 4 14 GA 5EH 5 x 5 Eave Shut - High Side 3 13 GA 2 112 GA 0 I C-4 2170 18'-4 0/0 STEEL 2'70 (2)Sir -41s-AI �40 - c O fl O � '� 0 �d- 4� o Q o 0 o N � ' c.I 4 as ra N N N_ ct �. 8-0 \ //, a-0 ` 12-0 i t of I d'I tr C 16 �C ilk I'i4 �' C1(o )@ IIL11i4 r I y �1 I 01 o IL I yl- n r7 � I � n IS-0 12 -0 \, 12-6 9-0 8 -0 m 4 0 © 0 4 0 o N N p p \ -0 0 , k-0 Cv C20SF-41S-Pcl (132� Sol=r=lr PNLS. G 20 ROOF PANEL LAYOUT (BLDG B) .ing ID Dia ID DRAWING STATUS ISSUE DATE Type ID Diu Far Approval:- El These drawings, being For Approval, are by definition not final, and are for conceptual representation only. Their purpose is to confirm proper interpretation of the project documents. Only drawings Issued "Far Erector Installation' can be considered as complete. X❑ .FVA : eaNs�/tu�uru: PFAM�?' ❑par Erector Installation:-�' A 04-10-06 FOR Cable 04 1/4° B 5-2-06 Ik Rod 05 5/16' C 5-10-06 FIN; 06 3/8' C OS t/2° 10 5/8" DSO ¢� 12 3/4' 16 1" DY CK'D MID -WEST STEEL BUILDING COMPANY 7301 ZIP 77041Ew • (7 3)T466 TEXAS 88 P.OZIP 7724038 IIT/ APPROVAL NGA SET JZ 1 DOCUMENTS JZ Project .HALE -MILLS CONSTRUCTION ;ET. Customer. CITY OF LA PORTE Owner. LA PORTE POLICE VOA)N LA PORTE , TX QT o CAD NGA Date Scale N.T.S. Phase Building ID . A,B,C&D Job Number 0104 - 228664 Sheet Number E4 of. Issue The engineer hereon is 0 4 w s seal appears o e gineerof (e� TE Q o 1, . A`p N MAY,`'.. 0 2 3 4 5 6 7 8 9 10 11 12 T 14 15 16 4'-0 hP+•54o 0 36�4NP• $35LANP-oelo6 083%4N4•GD'tt3 o838ES14TYP. d�16.... o83E1r4NP-ons o53E\-gtAY-m13Ps ows 6s-495 i 0 1. 8 1 56.385 hS-382 h�8.302T--- (( 5B•�,83 h8.541 5g.5q•2 55.543 54+-544 99.549 56.542 5fi-54� h6.54-1 � 5 -54$ r L SPAN2X14 EAM -FLANGE BRACE ® 1//3 POINTS A325 BOLT (TYP.) °TYP. $F6-3q8 OPEN i0 ROOF LINE (FOR MASONRY BY OTHERS) Ll 4'-11 19'-0 20'-7 20'-7 p .Yi 20'-10 20'-11 W-0 22'-51 W-44 15'-11 14'-0 15'-3 18'-3 17'-64 ELEVATION ® LINE '.'A" FRONT SIDEWALL T T 19 oS3E1.4NP-o2gg o83e441AP• b3ot3 --r M W 0 1=214 55.5m3 h8.553� 5P,•59k SPANDREL BEAM TYP. FLANGE BRACE 0 1/3 POINTS TYP. Wi2X14 "y>re•3as" r OPEN TO ROOF LINE r (FOR MASONRY BY OTHERS) Y 20'-% 20'-O 21'-134 ELEVATION LINE $'E.2$1 FRONT SIDEWALL How to read part marks for. PuAins, Ghts, Eave Struts, Jambs, Headers I —Thickness ID L--Shape ID Depth ID All letters and/or number which may appear after °Thickness ID° are for internal use only DEPTH ID Depth ID Description O'-B" 2Z 2 1/8 x 2 3/8 Zee 0-10° 3z 3 1/8 x 3 3/8 Zee [ID 1'-0° .. 2C 2 1/2 Cee 1-27 3C 3 1/2 Cee 3J 3 1/2 Cee Jamb 3H 3 1/2 Cee Header/: DET. THIS SHEET MASONRY WALL (BY OTHERS) SHAPE ID THK 10 How to read part marks •for: Cable and Rod Bracing { � `i-' 1! - Diameter ID Bracing ID NI letters and/or number which may appear after "Diameter ID" are for internal use only Bracing ID Dia ID DRAWING STATUS Isst ID Description ID Thk ID Type. 'ID I Dia ov I: ese drawinThgs, being. For Approval, are by definition not final, and are for conceptual representation only. Their purpose is to confirm proper interpretation of the project documents. Only drawings issued "For Erector Installation" can be considered as complete. For Constructiop Permit ❑ For Erector Instailatiom A 3EL 3 x 5 Eave Strut - Low Side 6 16 GA CB Cable 04 1/4 B 3EH 3 x 5 Eave Strut - High S(de 5 15 GA DR Rod 05 5/16" 5EL 5 x 5 Eave Strut - Low Side 4 14 GA 06 3/8" E 5EH 5 x 5 Eave Strut - High Side 3 13 GA OB 1/2" 2 12 GA 10 5/s^ 12 3/4° 1 i6 1° Spandrel Beam 14 64" Tflt-Up Wdll ------ _-_mac= Embedded Plate (By Others) (2) '•'� x 134" A325 Bolts . • GotaN: PLaiB . "G4•SCoCo" - SPANDREL TO TILTWALL CONNECTION Max. Horiz. Wind Reaction To Tiltwall Equals 6.3k .1 DESCRIPTION BY CK'D MID —WEST STEEL BUILDING COMPANY The engineer x he is FOR CONSTRUCTION PERMIT/ APPROVAL NCA 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 �.w✓ ZIP 77041 (713) 466-7788 ZIP 77240 till REV. A L1ON U 77V • A17- R rnr c Pot tidy GpTiFp Project: HALE —MILLS CONSTRUCTION Customer. CITY OF LAPORTE Owner. LAPORTE POLICE t .a• "' rjtt?,Ago Location: LAPORTE , TX .q CAD Date Scale Phase Building ID Job Number Sheet Number Issue ttT21` NGA N.T.S. I A,B,C&D 0104 — 228664 E5 of B• ias seal appears . inece�of . r ' 67g36 i 1 19.7 19 18 17 14.4 14.1 13.1 12.1 11.2 10 T MATCH LINE SEE DET. THIS SHEET E5 065t91.4NP-OA5 SEE DET. THIS SHEET E5 - BES14TYP. orb8F1-4Np-o3o6 oftfv4N4.028% oP1313b4NP o258 08 4 ( .Z.� %q-254i (o82$4gX•24R� o&3E1.4NP•o213 o133E1LtNP•ol>3b o83E1.4NP•OICa6 o83Et.4NP-o146 a$3Bt"4NF=013T� �� 05P�•55to r —, C---- X 1� 5g•5�D h& 5@•[ WI2X19 W12X19 W12XIS �}S;•542 FTJNGE BRACE 1i3 POINTS TYP. A325 BOLTS (TYP.)N.0 56.5i2 FSP7ANDREL LL ENTRY RECESS OPEN TO ROOF UNE i OPEN TO ROOF UNE (FOR MASONRY BY OTHERS} ENTRY RECESS #195B (FOR MASONRY BY OTHERS) i #134 56-0 9-0 10-3 4-7 15'-0 15-2 6• 15'-9zy 20'-0 J 22'-5 14'-0 20'-11 ELEVATION @ LINE "L" BACK SIDEWALL 17 4.4 14.1 13.1 4-6 o83E1.�NP•o2'16 o$3EL4NF•o238 o03EL4NF•o2to6 ot33E44NP-e24f3 8ES14 TYP.aP36rANP•o22B I y6. 5`l FLANG SPANDREL BEAM TYP. 0 1/3 POINTS TYP. d I W12Xi4 "5fb-398" i OPEN TO ROOF.UNE i (FOR MASONRY BY OTHERS) 1' q a FJ 6" 16-8 ELEVATION @ LINE "M" BACK SIDEWALL WE n n 0 MATCH LINE o83E1s>;NP- �\2$ 4'-61 8ES14 TYP, o03EL4NP• eltg o63E1 SNP• o�aS o633r 4ue.oa�e, °$ _ �B•�i$3 -T��-- 55.3'1q 58-3a4• LSPANDREL BEAM TYP. FLANGE BRACE ®1/3 POINTS TYP. W12X14 5FB • 3q8 OPEN TO ROOF UNE (FOR MASONRY BY OTHERS) r N o - Q v 16-23 6" 14'-0 20'-11 20'-10 21'-0 ELEVATION @. LINE "L" (CONT,) BACK SIDEWALL 4.3 6" i _ 8ES14 TYP. o8;S1;1.4 g1? W14X22 rhI.7615j i FLANGE BRACE 0 1/3 POINTS TYP. SPANDREL BEAM TYP.5F5.3gq OPEN TO ROOF UNE j (FOR MASONRY BY OTHERS) ELEVATION @ LINE "K" BACK SIDEWALL T1.9 1 4'-61 6 5S•4g4 . W12X14 50�38a ItSF5.3g8' SEWNP-ooSB How to read part marks for: Pudins, Gifts, Eave Struts, Jambs, Headers Thickness ID Shape ID Depth ID Alt letters and/or number which may appear after •Thickness ID" are for internal use only DEPTH ID SHAPE ID THK ID. How to read part marks for: Cable and Rod Bracing IL— Diameter ID Bracing ID All letters and/ar number which may appear after 'Diameter ID" are for (ntemal use only Bracing ID Diu ID DRAWING STATUS ISSUE DATE DESCRIPiION BY CK'D MID -WEST STEEL BUILDING COMPANY 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 The Tine i cal appears he e ,j e yrcrr°f r Aa r' f R NALD H MAYS r,,,: ., ..,•„.. r •• 67636 Q Pf fib' • R E°•' i`` iZ�t t1 gONAa,,Fti�\�� ID Depth :ID Description ID Description _ ID Thk ID Type ID Dia For A roval: PP These drawings, being For Approval, are by definition not final, and are for conceptual representation only. Their purpose is to confirm proper interpretation of the project documents. Only drawings issued "For Erector Installation" can be considered as complete. For Constructiop Permit: ❑ For Erector Installation: A 04-10-06 FOR CONSTRUCTION PERMIT/ APPROVAL NGA 08 V-8" 2Z 2 1/8 x 2 3/8 Zee 3EL 3 x 5 Eave Strut - Low Side 6 16 CA CB Cable 04 Ile Q 8%Q¢06 n /r�U 2 `DsV177Lu<7lON�E/1M/l �Tfl t0 0'-10" 3Z 3 1/8 x 3 3/8 Zee 3EH 3 x 5 Eave Strut : High Side 5 15 GA BR: Rod 05 5/16" 12 i'-0" 2C 2 1/2 Cee 5EL 5 x 5 Eave Strut: - Low Side 4 14 GA O6 3/8" E '!•"I•oCa VO4AD FGR Ml Project: HALE —MILLS CONSTRUCTION 14 1'-2" 3C 3 1/2 Cee 5EH 5 x 5 Eave Strut -High Side 3 13 GA OB 1/2" Customer. CITY OF LAPORTE owner. LAPORTE POLICE 3J 3.1/2 Cee Jamb 2 12 GA 10 5/6" Loa ation: LAPORTE, 3H 3 1/2 Cee Header/Stll 12 3/4" CAD NGA N.T.S. Phase Building ID A B C&D Job Number 0104 — 228664 Sheet Number E6 of Issue ::� 18 1 rA L K K J 3 —0� 12 1 r-- -- 8ESi4TYP. fl9.4g3 SPANDREL BEAM W12X14 TYP. U.N. wte OPEN TO ROOF LINE (FOR MASONRY BY OTHERS) ELEVATION @ LINE "4.3" ELEVATION @ LINE "1" LEFT ENDWALL ELEVATION @ LINE "?_" ELEVATION @ LINE 1313.1" How to read part marks for: DEPTH ID Pullin. Girts, Eave Struts, Jambs, Headers ID Depth ID Description 08 V-8" 22 2 1/0 x 2 3/8 Zee Tf Tf L_ 10 0'-10" 3Z 3 1/8 x 3 3/8 Zee Thickness ID 12 1'-0" 2C 2 f/2 Cee . ��� Shape ID 14 1'-2" 3C 3 1/2 Cee Depth ID 3J 3 1/2 Cee Jamb All letters and/or number which may appear 3H 3 1/2 Cee Header/.' after "Thickness ID" are for Internal use only B.5 SSo-JACc 8ES14 TYP. C SS-40M E5•4411 B•316 I L I58-3.1R FLANGE BRACE (2) X 1� a 1/3 POINTS TYP. A325 BOLTS (TYP.) „yF0.6%,, ri yB•51tR `gg.5y>� 1 SPANDREL BEAM FLANGE BRACE ®1 3 POINTS TYP. w12X14 TYP. U.N. „yFa•3as„ ENTRY RE #2518 DEE THIS SHEET E5. �3Et<FNP•o346 T 5R 61 0 F E D C E6.4�4o B5 •hf3`i B5.41� (a82�3Np- tq2) C 56.3Eo 58.381 513.38tn � I) 1 1 OPEN TO ROOF LINE (FOR MASONRY BY OTHERS) 1 I I 1 �) I I _C1 r 1 oe3EWNP� D3yPs 1 58-652 M OPEN TO ROOF LINE (FOR MASONRY BY OTHERS) .-N 2+Y 5 9-0 6q 1T-5� 18'-0 19'-5 79'-0 .ELEVATION @ LINE "1.61 RIGHT ENDWALL QC T X2 BOLTS 0 1.1 (J) 2'-0" T T 2,—D" w8x1e 12 3 10ES12 ES 9810 s1s.�5 x = HIP RAFTER Q _ 325 BOLTS (TYP.) 8Z76 ra0e SPAJOgBI RAFTER OF BLDG A i 1 1 (I 18'-4 (BLDG B) ELEVATION @ LINE "B" A ��2 CQ2 QD 1 I 2'4" 9'-2 20141 9'-2 2'—O" 6 ' 12 1 1o3Eiato rx7317 3 10ES12 IYP. I ' E5.42>5 '(A 5 BOLTS (TYP.) ( HIP RAFTER m (E0 CABLES x(?x.553 FG•51� 5� 912 12 i BLDG A 1 HIP RAFTER I LRAFIER OF BLDG A I ROOF LINE OF BLDG A �y I i f , ELEVATION @ LINE 131.1" ELEVATION 311 Q LINE 91 SHAPE ID THK ID How to read part marks for. Cable and Rod Bracing rrr ��� Diameter ID Bracing ID I 1 All letters and/or number which may appear after "Diameter ID" are for Internal use only1 Bracing ID Dia iD 'DRAWING STATUS ISSUE DATE DESCRiI ID Description ID Thk ID Type ID Dia For Approval: These drawings, being For Approval, are by definition not final, and are for conceptual representation only. Their purpose is to confirm.proper interpretation of the project documents. Only drawings Issued "For Erector Installation" can be considered as complete. ermit. Q For Constructio Permit. El For Erector Installation: A 04-10-06 FOR CONSTRUCTION f 3EL 3 x 5 Eave Strut.— Low Side 6 16 GA CB Coble 04 1/4' d 3EH 3 x 5 Eave Strut — High Side 5 15 GA BR Rod 05 5/16" 5EL 5 x 5 Eave Strut. - Low Side 4 14 GA 06 3/8" �• -Ot o_?if q 5EH 5 x 5. Eave Strut — High Side 3 13 GA pg 1/2" 2 112 GA 14 5/8" 12 3/4" 1 116 1" BLDG A f HIP RAFTER D TTC !8ES14 TYP. Ey•4a� �SB•3g1 . 5T 8.3�t0....1-•---_.__ •SPANDREL BEAM — WI2X14 I I OPEN i0 ROOF LINE I I -(FOR MASONRY BY OTHERS) t 1 Y_t11' i 19'-101 r�Tn w 1, 6" ELEVATION @ LINE "0.1 "- n OF BLDG B ELEVATION @ LINE "C" 1.1 p' 2'-0" w8X18 12 10ES12 'tsa-4 Lo' 3 (2) X 1'2 se xsrzu A325 BOLTS (TYP.) HIP RAFTER 0.1 RE•91t7 t2 4 25 BOLTS 4) 1 X 1J RR=I 12 1� 325-BOLTS Wf2X14 W12X14 - I E I C. I fl4. 1 ELEVATION @ LINE "D" BY CWD MID —WEST STEEL BUILDING COMPANY 7301 FAINEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 The ngme w se a appeal her reer •i. i �i ' �jp�D N• ....... MAY P NA Oro -p Project: HALE —MILLS CONSTRUCTION Customer. CITY OF LAPORTE owner. LAPORTE POLICE 1•• ° " . 67636 a Location: n: LAk jr�Jd A NGA Date ale N.T.S. Phase Building ID A,B,C&D Job Number 0104 — 228664 Sheet Number E7 of^. Issue tt i5}tttio``~~~� s DL + LL + CL 13.24 K 10.3 K ELEVATION @ LINE 3"19.7" LEFT ENDWALL DL + WL 18.3 K 1.57 K REACTIONS @ CANOPY TYP. ® LN 20 ELEVATION @ LINE "20" LEFT ENDWALL Now to read part marks for: DEPTH ID Purlins, Girls, Eave Struts, Jambs, Headers ID Depth ID Description 08 0'-8" 2Z 2 1/8 x 2 3/8 Zee 10 0'-10" 3Z 3 1/8 x 3 3/8 Zee Thickness ID 12 1'—O" 20 2 1/2 Gee Shape ID 14 i'-2" 30 3 1/2 Gee Depth ID 1 1 3J p 1/2 Cee Jamb NI letters and/or number which may appear I 3H 3 172 Cee'Header/.- offer "Thickness ID" are for internal use oniv SHAPE ID THK ID How to read part marks for: Cable and Rod Bracing Diameter ID Bracing ID. All letters and/or number which may op after 'Diameter ID" are for internal use ID Description ID Thk 3EL 3 x_5 Eave Strut — Low Side 6 i6 GA 3EH 3 x 5 Eave Strut — High Side 5 15.13A 5EL 5 x 5 Eave Strut —Low Side 4 14 GA 5EH 5 x 5 Eave Strut — High. Side 3 13 GA 2 12 GA 9 cing ID Type ID Dia ID Diu DRAWING STATUS For Approval: These drawings, being For Approval, are by definition not final, and are for conceptual representation only. Their purpose is to confirm proper interpretation of the project documents. Only drawings issued "For Erector installation" can be considered as complete. ForCanstructionPermit XI ❑ For Erector Installation: ISSUE A DATE 04-10-06 Cable 04 1/4" Rod 05 5/16° 06 3/8" OB 1/2" 10 5/8" 12 11 3/4" 16 1" (2, a SYM. PEAK LINE 12 12 t� �7 r X4AX3$ CONT 44X4X38 CONT.� r •'L A'-2SS .. LA -ZS*r. ' ELEVATION @ LINE 1121" LEFT ENDWALL T��TILT WALL (BY OTHERS) 6q " Tilt —Up Wall Embedded Plate @ 4'-0 O.0 sy Others) 0.345 klf DL + LL + CL (LINE 19.7 & 20) 0.483 klf DL + LL + CL (@ Sally Port) 0.67 klf DL + Wind (LINE 19.7 & 20) 0.942 klf DL + Wind (Q Sally Port) SECTION E8 4cwD The NGABYMID—WEST STEEL BUILDING COMPANY 7 ZIP FAIRVIEW ° HO STON, TEXAS o P.O. BOX 40338 QTp Project: HALE —MILLS CONSTRUCTION g Customer CITY OF LA PORTE Owner: LA PORTE POLICE Location: LA PORTE , TX CAD Date Scale Phase Building 10 Job Number Sheet Number Issue NGA I N.T.S. I I A,B,C&D 1 0104 — 228664 E8 of I E seal appears Vat gr of �a'4fi .•.67636 < •,REGIS;�� �SS10NA�. 1/2 x 6 x 2-0 1/4 Plate With (8) 5/8 Die. x 2 A325 Column data Is listed from Base to ave$- Rafter dato Is listed from Eava to. Ridge High Side Mark Outside Flange Web Inside Flange Col (RC-1) t/4 x 6 10 GA x 11 1/2 to 20 1/4 x 6 Cal (IC-9) Pipe 6 5/8 x 0.1560 Col (IC-10) Pipe 6 5/8 x 0.1560 Col (IC-11) Pipe 6 5/8 x 0.1660 Col (RC-5 1/4 x 6 10 GA x 11 1/2 to 20 1/4 x 6 r, Rat (RR-2) 1/4 x 6 8 GA x 20 1/4 x 6 1/4 x 6 x 20-0 8 GA x 20 x 20-0 1/4 x 6 x 20-0 Rot (RR-3) 5/16 x 6 x 10-0 1/4 x 20 to 30 x. 10-0 3/6 x 6 x 10-0 5/16 x 6 x 10-0 1/4 x 30 to 20 x 10-0 3/8 X 6 x 10-0 Rat (RR-4) 1/4 x 6 x 16-0 8 GA x 20 x 16-0 1/4 x 6 x 16-0 1/4 x 6 x 16-0 15/16 8 GA x 20 x 16-0 15/16 5/16 x 6 x 16-0 15/16 1/4x6x10-0 3/16 x 20 to 32 x 10-0 1/4x6x10-0 Rat (RR-6) 1/4 x 6 8 GA x 20 1/4 x 6 1/4 x 6 x 20-0 10 GA x 20 x 20-0 1/4 8 6 x 20-0 1/4x6x10-0 3/16 x 20 to 30 x 10-0 1/4z'6x10-0 1/4x6x10-0 3/16 x 30 to 20 x 10-0 114k6x10-0 Rat (RR-7) 1/4 x 6 x 15-0 8 GA x 20 x 15-0 1/4 x 6 x 15-0 1/4 x 6 x 14-11 7/8 B GA x 20 x 14-11 7/8 1/4 R 6 x 14-11 7/8 Rot (RR-8) 1/4 x 6 x 11-6 1/4 1/4 x 20 to 32 x 11-6 1/4 1/4 x 6 x 11-6 1/4 1/4 x 6 x 8-6 1/8 1/4 x 32 x 8-5 1/8 1/4 x 6 x 8-6 1/8 A D.1 G 12 J.1 1 4.7636'. Main Frame Cross Section at Frame Lines: 8 & 9 I/ 1/2 x 6 x 2-4 Plate With (8) 3/4 Diu. x 2 A325 194'-7" Out/Out of (N.T.S) C D E <F> <G> ! H L 1/2 x 6 x 3-4 1/8 Plate With (10) 5/8 Diu, x 2 A325 3/8 x 6 x 2-4 Plate With (8) 5/8 Die, x 1 3/4 A325 1/2 x 6 x 2-4 Plate With (19) 5/8 Die. x 2 A325 1/2 x 8 x 1-2.5/8 Plate With (4) 5/8 Dia, 2 A325 DRAINING STATUS x 1/2 x 8 x 1-2 / 5 8 Plate With 4 5 8 Die. / O / x 2 A325 1/2 x 8 x 1-2 5/8 Plate With (4) 5/8 Dio. x 2 A325 REMS10NS For Approval: NO. DATE DESCRIPTION BY CK'D MID -WEST STEEL BUILDING COMPANY These drawings, being For Approval, are by definition not final, and are for conceptual representation only. Their pdrpose is to confirm proper interpretation of the project A 04-10=06 FOR CONSTRUCTION PERMIT APPROVAL NGA 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 documents. Only drawings issued "For Erector Installation' .can be considered as 3'24-06 Y. AvgEcWJTavcT/QN 4mn" OM ZIP 77041 (713) 466-7788 ZIP 77240 complete. For Construct* Permit a 7-7-06 REY, RdK amsT, Pop-AA17- kK o -0 cu,g.7•, ; HALE -MILLS CONSTRUCTION f,gv6•GT; CITY OF LA PORTE Owner. LA PORTE POLICE Location: LA PORTE , TX El For Erector Installation CAD Date Scale phase Building ID Jab NUmber Sheet Number Issue NGA 04/to/2o6s N.T.S. A,B,C&D 0104 — 228664 E9 of v� The F1 A D.1 - F.2 12 i 4.7636' 9p-7 9/16" tv .O \ ,.�j M M O O "VI• 'y. y' "`M d• d• d• d' 54-5 i 7 240A-SU ER-LOK PANEL. _ 24GA SUPER- K 7 4 -- —' -- ANTI -ROLL CLiP 4 LL u RR-3 RR-4 R z-4b �a-413 RR-2 SOFFIT PAN0. i R R - ¢ NOTE:FA-3 812. CT /P.) 0 H LUr N, i d 4'-0 '."'• Flange Brace One Side B G = of The Frame Only U.N, w SPANDREL BEAM A S Finished Floor 1/2" [e-6 1/41 43'-8 t, J 1/2 x 6 x 2-0 1/4 Plate With (8) 3/4 Dia. x 2 A325 Main Frame Cross Section at Frame Lines: 10 J 1/2 x 6 x 2-4 Plate With (8) 5/8 Dia. x 2 A325 (N.T.S) 2 5/8 x 8 x 2-4 Plote With (8) 7/8 Dia. x 2 1/2 A325 50'-3 V• 4 194'-7" Out/Out of MEMBER DATA Column data Is listed from Base to Eove - Rafter date is listed from Eave'tb Ridge (High Side Mark Outside Flange Web Inside Flange Cal (RC-1) 1/4 x 6 10 GA x 11 1/2 to 20 1/4 x 6 Col (IC-8) Pipe 6 5/8 x 0.1560 Col (IC-9) Pipe 8 5/8 x 0.1560 Col (IC-10) Pipe 6 5/8 x 0.1560 Col (RC-5) i/4 x 6 10 GA x 11 1/2 to 24 1/4 x 6 Raf (RR-2) i/4 x 6 8 GA x 20 1/4 x 6 1/4x6x20-0 8GAx20x20-0 1/4x6x20-0 1/4x6x10-0 1/4x20to30x10-0 1/4x6x10-0 1/4x6x10-0 1/4 x 30 to 20 x 10-0 1Ax6x10-0 Raf (RR-3) 1/4 x 6 x 20-0 8 GA x 20 x 20-0 174 x 6 x 20-0 5/16 x 6 x 10-0 13/16 8 GA x 20 x 10-0 13/16 5%i6 x 6 x 10-0 13/16 Raf (RR-4) 5/16 x 8 x 10-5 5/16 x 20 to 30 7/16 x 10-5 5/16 x 8 x 10-5 5/16 x 8 x 1-7 1/16 5/16 x 30 7/16 to 32 x 1-7 1/165M x 8 x 1-7 1/i6 5/16 x 8 x 8-0 5/16 x 32 to 24 x 8-0 5/16 x 8 x 8-0 Raf(RR-6) 1/4x6 8CAx24 1/4x6 5/16x6x10-0 1/4x24to34x10-o 5/16x6x10-0 5/16 x 6 x 10-0 IA'x 34 to 24 x 10-0 5/16 x 6 x 10-0 Raf (RR-7) 3/8 x B x 20-0 3/i6 x 24 x 20-0 3/8 x 8 x 2D-0 3/8 x 8 x 24-8 3/8 3/16 x 24 x 24-8 3/8 3/8 x 8 x 24-8 3/8 J.5 L 12 4.76 66- 1 o 97'-7 9/16" n r M ,O ; eF O Oj O M M M b i0 24 46 -SUPER eL PA LOK "-0 k wI w RR-7 RR-s-'. a — - 11— 1 4 u li: r Q L 4: LLI / RR-6 ( art^ sz 32'-9 O n N MASONRY WALL (BY OTHERS) TYP. SOFFIT PANEL t2 O `-- SPANDREL BEAM ut I v K E F G N J 1'J r 1/2 x 6 x 2-4 1/4 Plate With (10) 3/4 Dia. x 2 A325 1/2 x 8 x 2-8 Plate With (10) 3/4 Dio, x 2 A325 1/2 x 8 x 1-2 5/8 Plate With (4) 5/8 Dia. x 2 A325 1/2 x 0-10 x 1-4 5/8 Plate With (4) 5/8 Ota, x 2 A325 1/2 x 8 x 1-2 5/8 Plate With (4) 5/8 Dla. x 2 A325 DRAWING STATUS REVISIONS aFor Approval: NO. DATE DESCRIP710N BY CK'D MID -WEST STEEL BUILDING COMPANY These drawings, being For Approval, are by definition not final, and are for conceptual A 04-10-06 FOR CONSTRUCTION PERMIT/ APPROVAL NGA representation only. Their purpose is to confirm proper interpretation of the project 7301 FAIRVIEW • HOUSTON, TEXAS " P.O. BOX 40338 documents. Only drawings issued 'For Erector Installation' can be considered as 5 2�CJ6 /r,✓, `o/L zd'v' /t007 P �17- 07- ZIP 77041 (713} 466-7788 ZIP 77240 (0) complete. E 7-7-06 RLV, FOR.eON57, i,.ERrJilT P KK 1-D crrtr, ; HALE —MILLS CONSTRUCTION Fx]For Construction Permit g� c7 CITY IOF LA PORTE owner. LA PORTE POLICE For Erector installation Location: LA PORTE , TX NGA CAD Date Scole Phase Building ip Job NUmber Sheet Number Issue NGA 04/�0/2006 N.T.S. A,B,C&D 0104 — 228664 E10 of E w 0 0 MEMBER DATA Column data is listed from Base to Eave — Rafter data is listed from.Eave to Ridge (High Side) Mark Outside ange Web llde Range Cal (RC-1) 5/16 x 6 10 GA x 11 7/16 to 20 1/4 x 6 Cal (IC-9) Pipe 6 5/8 x 0.1560 Cal (IC-10) Pipe 6 5/8 x 0.1560 Cal (IC-11) Pipe 6 5/8 x 0.1560 Cal (IC-12) Pipe 6 5/8 x 0.1560 Cal (RC-5) 5/16 x 6 10 GA x 11 7/16 to 20 1/4x 6. • Raf (RR-2) 1/4x6 8GAx20 1/4x6 1/4 x 6 x 20-0 8 GA x 20 x 20-0 1/4 x 6 x 20-0 Raf (RR-3) 1/4 x 6 x 10-0 1/4 x 20 to 30 x 10-0 1/4 x 6 x 10-0 1/4x6x10-0 1/4x30to20x10-0 1/4x6x10-0 1/4 x 6 x 22-0 7/16 8 GA x 20 x 22-0 7/16 1/4 z 6 x 22-0 7/16 Raf (RR-4) 1/4 x6 x 8-11 3/4 3/16 x 20 x B-11,3/4 1/4 x 6 x 8-11 3/4 1/4 x 6 x 11-0 11/16 3/16 x 20 x 11-0 11/16 1/4 x 6 x 11-0 11/16 Raf (RR-6) l/4 x6 6 8 GA x 20 1/4x6 1/4 x 6 x 20-0 8 GA x 20 x 20-0 1/4x 6 x 20-0 Raf (RR-7) i/4 x 6 x 10-0 1/4 x 20 to 30 x 10-0 1/4 x 6 x 10-0 1/4 x 6 x 10-0 1/4 x 30 to 20 x 10-0 1/4'x 6 x 10-0. 1/4 x 6 x 17-10 3/8 8 GA x 20 x 17-10 3/8 1/4'x 6 x 17-10 3/8 Raf (RR-B) 1/4 x6 x 11-6 1/4 3/16 x 20 x 11-6 1/4 1/4x 6 x 11-6 1/4 1/4 x 6 x 8-6 1/8 3/16 x 20 x 8-6 1/8 1/4ic6x8-61/8 L H ¶ 12 P F P .4 1147636 12 91Co '-7 9/16" 47636 1 - @o CO ` CO n 9/16" Co M — n n \ \ M t•l O O t 1 iV ^ N r ' O O M n .O O ` •;,� M M M p O O 1 1 d- b' V• r r O O r7 M \ tp n r i0 O tD '� M M M M O O Or of 'y ^.t •`I' '� �' d' y Or C? G M M \ io 24GA-S ER-LOK PANEL 24GA- UPER- M L K PANEL S yr r of o o n \ ro w ro FT7H; L7flTS * s \ 1 \ JI I LL w RR-4J3 IRR....8 ¢ ¢ v _ 4 RR-3. MASONRY WALL NOTE D RR-7 (BY OTHERS) RR-2 LRR-bl Flange Bracy One Slde � IL I (.IZP. �� of The Frame Only U,N.. C C JAM-f4) RR-6 SOFFIT PANEL R-12 B E R &"A-3012. CryP, A,N,) o SPANDREL BEAM A ' • " �? _ H B M SO�FFl�PANEL � u' r " A SPANDREL BEAM v 7 6•• N /2 v Finished Floor v • 1' 8 9/16" 1' 89/16" �?. 4'-6 1/4 45'-4 3/4 • 40'—f0 1/2" 19'-6" 39'-3" 49-6 3/4 4'-6 1/4 194'-7" Out/Out of Steel Main Frame Cross Section at Frame Lines: 7 (N.T.S) A B C p E F G H 5/8 x 6 x 2-0 i/4 Plate With (8) 7/8 Dia, x 2 1 f2 A325 i/2 x 6 x 2-4 Plate Nlth (8) 5/8 Dia, x 2 A325 3/8 x 6 x 2-4 Plate With (8) 5/8 Dia. x 1 3/4 A325 1/2 x 6 x 2-4 tJi6 Plate With O 3/4 Dia: x 2 A325 1/2 x 8 x 1-2 5f8 Plate With (4) 5/8 Dia. x 2 A325 1/2 x 8 x 1-2 5/B Plate wth 4 5 8 Dia, x 2 A325 1 2 x 8 x 1-2 5 8 Plate With 4 5 8 Dia. x 2 A325 1 2 x 8 2 1-2 5 8 Plate tYth 4 5 8 Dia. x 2 A325 � DRAWING STATUS REVISIONS engneer wb . �I appears o N0. DATE. DESCRIPTION BY CK'D MID-WEST STEEL BUILDING COMPANY can een saf For t PProyal: r or poject N The drawings, being For Approval, are by definition not final, and are for conceptual A 04-10-06 FOR CONSTRUC110N PERMIT APPROVAL NGA '�:.�.�.�n 7301 FAIRVIEW • HOUSTON, TEXAS P.O. 80R 40338 repr sentation only. Their purpose is to confmn proper interpretation of the project ZIP FAIRY (713) 466-77AS ZIP 403 doce)ments, Only drawings issued,"For Erector Installation" can be considered as S 45=24'06 RC-V. A/1 6At0A&C710"A9m1r cIfp r r7 p1S ,. H coin fete, t_ 7-7-ab REV. POR G6rt5T, PERMtT jçjç pib cJST, r HALE-MILLS CONSTRUCTION N:.-• For onstructlon Permit pgq tC : CITY OF LA P0RTE j Owner, LA PORTE POLICE r Et Location: LA PORTE , TX ll1 For ctor Installation • • CAD Date Scale Phase Building ID Job Number Sheet Number issue 2tZtTliti01 ^^ NGA 04/10/2006 N.T.S. A,B,C&D 0104 — 228664 Ell of 1 I A D.1 12 1 4.7636- 81'-2 5/8 MCI z' -n n-CMI Olin ti i SOFFIT PANEL i . g _0 L, SPANDREL BEAM A 0 l NJ V o � i' 8 1/2" c r 4-61/4 a LL L_ 4 CRR-104'� FA- 38fZ(rIPUI>JI NOTE: Flange Brace One Side of The Fmme Only U.N. Rnishad Floor 45'-4 o M( I i y 80'-11 1/4 Cross Section at Frame Line : 11 X 1 3/4 A325 ITE J 1/2 x 8 x 2-0 3/8 Plate With (8) 3/4 Oia, x 2 A325 Stiffener J 3/8 x 8 x 0'-8 BentPlate With (3) 3/4 DIG. x 1 3/4 A325 X A325 ITE.. A 6 . 1A x 6 x 2-4 1/4 Plate Wth (10) 5/8 Dla, x 2 A325 1/2 x 8 x 2-0 3/8 Plate With (8) 3/4 DIG. x 2 A325 A D.1 12 O 1 4.7636' 16 2 15/16 • LO O \ \ M M O O , N � RR-4 LRR I1A i C HIP RAFTER FSOFRTPANEL gIF � `t w SPANDREL BEAM -J o r 0 i Stiffener C 3/8 x 8 x 0'-8 BentPlate With (3) 7/8 Dia. x 2 A325 q 4' I I rip R-2��R lD9 NOTE FA-38)ZLTYBU,N, Flange Brace One Side of The Frame Only U.N. L PP_ -I ') 1 rll� c Finished Floor 1/2" 45'-4 ' 65' 0 t Cross Section at Frame Line : 12 tg'-7 1/2 12 t 51-•2 3/8 :r 471 m a OI I t cl N [RK-itd� FA-39f2 �YYI'd,N,i NOTE Flange Brace One Side of The Frame Only U.N. Finished Floor Cross Section at Frame Line 13 DRAWING STATUS For Approval: These drawings, being For Approval, are by definition not final, and are for conceptual representation only, Their purpose is to confirm N0. A DATE 04-10-06 REVISIONS DESCRIPTION 'FOR CONSTRUCTnON PERMIT APPROV proper interpretatfon of the project documents. Only drawings issued "For Erector installation" can be considered os complete. 49 65-'L"6 /&V F� (6N171tULT/OO f�/1M/T E 7-7-06 G2EVi F02 40AW-ii . PEk MtT- LU .For Construction Permit For Erector Installation HIP RAPIER i 5'-7 1/2 1 Column data Is listed from Base toEoveB- Rather dat Dis listed from Eove _to Ridge (Hig Mark Outside Flange Web 10de Flange Col (RC-1) 1/4 x 6 10 GA x 11 1/2 to 20 1/4 x 6 Coll (RC-3) 1/2 x 8 3/16 x 11 1/2 x 8 Rat (RR-2) 1/4 x 6 8 GA x 20 1/4 x 6 1/4x6x15-0 1/4x6x15-0 8GAx20x15-0 1/4x6x15-0 1/4x6x6-6 8GAx20x15-O 8GAx20x6-6 1/4x6x15-0 1/4x6x6-6 Raf (RR-4) 1/4 x 8 8 GA x 12 TO 20 1/4 x 8 1/4 x 8 x 1 r-6 8 GA x 20 TO 12x 17'-6 1/4 x 8 x 17'-6 Rat (RR-5) W12 X 14 Rof (RR-6) W12 X 14 MEM MID-WEST STEEL BUILDING COMPANY 7301 FAIRVIEW " HOUSTON, TEXAS • P.O. BOX 40338 -- ZIP 77041 (713) 466-7788 ZIP 77240 E—MILLS CONSTRUCTIONY OF LA PORTS owner. LA FORTE POLICE PORTE , TXDate Scale Phase Building ID Job Number Sheet NumbeIssue N.T.S. A,B,C&D 0104 — 228664 E12 of. E o ",I 67636 5 i M L m x w r, SPANDREL BEAM-J I _ MEMBER DATA Column data is listed from Base to Eave - Rafter data is listed from Eove to Ride High Side Mark Outside Flange Web Inside Flange Col (RC-1) 3/8 x 1-0 5/16 x 24 to 48 3/8-x'1-0 Col (RC-4) 3/8 x 1-0 5/16 x 24 to 48 3/6 X-1-0 Raf (RR-2) 3/8 x 0-10 5/16 x 48 to 40 3/4 5/18 x 0-10 3/8 x 0-10 x 10-0 5/i6 x 40 3/4 to 30 x 10-0 5/f6_R:0-10 x 10-0 Rof (RR-3) 5/16 x 8 x 10-0 1/4 x 30 x 10-0 1/4 x-8 x 10-0 5/i6 x 8 x 10-0 3/16 x 30 x 10-0 1/4 x.8 x 10-0 5/i6 x 8 x 20-0 8 GA x 30 x 20-0 5/16 x 8 x 20-0 Rof (RR-5) 3/8 x 0-10 5/16 x 4B to 40 3/4 5/16 x 0-10 3/8 x 0-10 x 10-0 5/i6 x 40 3/4 to 30 x 10-0 5/16 x 0-10 x 10-0 Rof (RR-6) 5/16 x 8 x 10-0 1/4 x 30 x 10-0 1/4 xr8 x 10-0 5/16 x 8 x 10-0 3/i6 x 30 x 10-0 1/4 x B x 1070 5/16 x 8 x 20-0 8 GA x 30 x 20-0 5/16 x 8 x 20-0 • E.2 L M 12 1 4 7636' 12 fi0-g 1 j2" 4.7636' 1 `o a 60'-61/2- iD a0 � �• n M p '� "'Y p M � O � n .. i0 p '\ M M O O � OI C •�,. •r o of O M � � O e 24GA 5 f6 4'-6 5UPER-LOK ANQ 3 } 'n 16 _ o o °c m _ 24CA -SUPER-LOX AN 1 I a ANTI- RO CUP 111 H RR-3 A325 BO 4 A325 BOLT MASONRY BY OTHERS ) RR-2 * CRx-70� NOTE: RR-6 C � 071 C 12 R-6 of The Brame OnIyFlae race One Side d IvA DSO 7 CT `/lei 01IVI CRQ-76) RR-5 6= F.B. BOTH SIDES I Y � RC-1 0 Floor 4'-0 I112-6 1/2" 120 8 Out/Out of Steel Main Frame Cross Section at Frame Lines: 17 (N.TS) A B C D E 3/4 x 1-0 x 4-4 5/8 Plate With (16) 1 Dia. x 2 3/4 A325 6/8, x 0-10 x 3-2 Plate With (12) 7/8 Dia. x 2 1/2 A325 5/8 x 8 x 3-2 1/8 Plate With (12) 3/4 Dia..x 2 1/4 A325 3/4 x.1-0 x 4-4 5/8 Plate With (16) 1 Diu. x 2 3/4 A325 5/8 x 0-10 x 3-2 Plate With (14) 7/8 Dia. x 2 1/2 A325 DRAWING STATUS ElFor Approval: NO. Phase drawings, being For Approval, are by definition not final, and are for conceptual A representation only. Their purpose is to confirm proper interpretation of the project Q documents. Only drawings issued "For Erector Installation" can be considered as complete. Exl For Construction Permit - For Erector Installation 4'-0 W/3/8 P SPANDREL BEAM U 7'-10 127-6 4'-8 —CANOPY RAI W8X18 3 I, & e,2- 4og )FAT PANEL x a Ls 0 in TER REVISIONS DESCRIPTION By cK!D MID -WEST STEEL BUILDING COMPANY 7301 FAIRVIEW - HOUSTON, TEXAS - P.O. BOX 40338 ZIP 77D41 (713) 466-7788 ZIP 77240 FOR CONSTRUCTION PERMIT/APPROVAL NGA ?c-V. /0,2 61VfzA&e_77b/v 52mr7 ¢ro tE�1iep log tg.. "�A cuh-r: HALE -MILLS CONSTRUCTION PRUJrM CITY OF LA PORTE - Owner. LA PORTE POLICE Location: LA PORTE Tx CAD Date NGA 3/29/200s Scale N.T.S. Phase Building ID A,B,C&D Jab Number 1 0104 — 228664 Sheet Number El of Issue The 67636 Y 12 1 4.7636' ,D iD M Of M G p d 4-6 7/ 24GA -SUPER LOK PANEL N n 7 N N 3_ q GR-4i7_ SOFFIT PANEL 9 o t2 m v' w SPANDREL BEAM `O 1. n a} o) RC-1 m o V V O O ca a r 0 h � m 01 LL LL P. N c RR-2 ERR- 00 @ Ig) Finished Floor RR-3 (7p-44 e 19) 4'-0 3/4 Main Frame Cross Sectiori, at Frame Lines: 18 & 19 NOTE: Flange Brace One Side of The Frame Only U.N. * = F.B. BOTH SIDES (N.T.S) Fpl' 450 4 C-r y r- di 14.) 112'4 1/2" 120'-8" Out/Out of Steel MEMBER DATA Column data Is listed from Base to Eave - Rafter data Is listed from Eave to Ride (High Side, Mark Outside Flange Web Inside Flange Col (RC-1) 3/8 x 1-0 5/16 x 24 to 48 3/6 x 1-0 Col (RC-4) 3/8' x 1-0 5/16 x 24 to 48 3/8 x 1-0 Raf (RR-2) 3/8 x 0-10 5/16 x 48 to 40 3/4 5/16.x 0-10 3/8 x 0-10 x 10-0 5/16 x 40 3/4 to 30 x 10-0 5/16 x 0-10 x 10-0 Raf (RR-3) 5/16 x 8 x 10-0 1/4 x 30 x 10-0 1/4 x 8 x 10-0 5/16 x 8 x 10-0 3/16 x 30 x 10-0 1/4 x 8 x 10-0 5/16 x 8 x 20-0 8 GA x 30 x 20-0 5/f6 x S x 20-0 Raf (RR-5) 3/8 x 0-10 5/16 x 48 to 40 3/4 5/16 x 0-10 3/8 x 0-10 x 10-0 5/16 x 40 3/4 to 30 x 10-0 5/16 -x 0-10 x 10-0 Raf (RR-6) 5/16 x 8 x 10-0 1/4 x 30 x 10-0 1/4 x 8 x 10-0 5/16 x 8 x 10-0 3/16 x 30 x 10-0 1/4 x 8 x 10-0 5/16 x 8 x 20-0 8 GA x 30 x 20-0 5/16 x 8 x 20-0 L 12 4.7636' 1 601-6 1/2` 240A -SUPER-LOK ANEL -SUPER-LOK ANEL In m L SE G/ 8� RR-6 ILL a !R) RR-5 946 SOFFIT PANEL L _H A SPANDREL BEAM W � o N 22 r � RC-4 d- � m � a J � CN a 0 4'-0 3/4" ( 4'-6 1/4 A VC 3/4 x 1-0 x 4 4 5/8 Plate With (16) 1 Die. x 2 3/4 A325 5/8 x 0-10 x 3-2 Plate With (t4) 7/8 Diu. x 2 1/2 A325 1/2 x 8 x 3-2 1/8 Plate With (14) 3/4 Die. x 2 A325 DRAWING STATUS REVISIONS MID -WEST STEEL BUILDING COMPANY 7ZIP 7041EW • (713) 6 7788 P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240. The ineerP� a p�oppeors her I� n {' ft Mae ii :• � . •; -� r .. �` � ......... r1" - NALD H- .AYS t'A ..I...B7636 jft qo• 1 tYt2 1tittitc�ti ``~~ 7 t d •' r 10 For Approval. These drawings, being For Approval, ore by definition not final, and are for conceptual representation only. Their purpose is to cronfirm proper Interpretation of the project documents. Only drawings issued "For Erector Installation" can be considered as complete. For Constructiop Permit For Erector Installation NO. DATE DESCRIPTION BY CK D A � 04-10-06 FOR .CONSTRUCTION .PERMIT/ .APPROVAL NGA Q 524-Ob �V/JEO o/t dNJT/dUG%/Ou /tM, �- -oLo e'livoiw LD LSD cusrr HALE —MILLS CONSTRUCTION PRo✓ELTt CITY OF LA PORTE owner. LA PORTS POLICEFRI Location: LA PORTE , TX CAD NGA o4/1o/loos Scale N.T s. Phase Building ID A,B,C&D Job NUmber 0104 — 228664 Sheet Number El of A Issue E I 1 �J -.--- ., ,,..,,,.+ "n,V . V 4-3/4 DIA X W/ 1/2 PLATE J 5/8 x 8 x 2-4 1/2 Plate With (8) 7/8 Diu. x 2 1/2 A325 ON. NTD. 2 A325 rE v--� A OB Stiffener C 1/2 x 6 x 2-4 1/4 Plate With (10) 5/8 Dia. x 2 A325 5/8 x 8 x 2-4 3/8 Plate With (10) 7/8 Dia. x 2 1/2, UN.NTD. 3/8 x 8 x O'-8 BentPlate With (3) 7/8 Diu, x 2 A325 For Approval: NO. DATE These drawings, being For Approval, are by definition not final, and are for conceptual A 04-1( representation only. Their purpose is to confirm proper interpretation of the project documents, Only drawings issued 'For Erector Installation° can be considered as B 3`29 complete. For Construction Permit 1 For Erector Installation M E M B E R D A T A Column data is listed from Base to Eove - Rafter data is listed from Eave to R'id a (High Side Mark Outside Flange Web Inside Flange Col (RC-1) 1/4 x 6 10 GA x 11 1/2 to 24 1/4 x 6 Cal (RC-3) 3/8 x 8 x 10-0 10 GA x 11 1/4 x 10-0 3/8 x 8 x 10-0 3/8x8 8 GA x 11 1/4 to 24 3/8x8 Rof (RR-2) 1/4 x 6 8 GA x 24 1/4 x-6 1/4x6x15-0 8GAx24x15-0 1/45!'Tx15-0 1/4x6x15-0 8GAx24x15-0 1/498x15-0 1/4x6xB-0 3/16x24xB-0 1/4x6xB-0 Raf (RR-4) 5/i6 X 8 80A X 12 TO 24 5/16 X.8 X 18'-10 80A X 24 TO 12 X 18'-10 5/16 k$ X 18'-10 Col (RC-5) 1/4 x 6 10 GA x 11 1/2 to 24 1/4 s 6 Cot (RC-7) 1/2 x 8 x 10-0 3/i6 x 11 x 10-0 1/2 x.8 x 10-0 1/2 x 8 3/16 x 11 to 24 1/24 a Raf (RR-6) 1/4 x 6 3/16 x 24 1/4 z 6 1/4x6x15-0 8GAx24x15-0 1/4x6'x15-0 1/4x6x15-0 8GAx24x15-0 1/4x6x15-0 5/16 x 6 x 8-0 5/8 3/16 x 24 x 8-0 5/8 1/4 k.6 x B-0 5/8 Raf (RR-8) 5/16 X 8 tOGA X 12 TO 20 5/i6 X 8 5/16 X 8 X 16'-9 10GA X 20 TO 12 X 16'-9 5/16 X 8 X 16'-9 CH.4 n REVISIONS DESCRIPTION BY CK'D MID -WEST STEEL BUILDING COMPANY 1CTION PERMIT APPROVAL NGA 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 ONS�l1oiT/ON �ytm Jp �Tb ZIP 77041 (713) 466-7788 ZIP 77240 bra cusT„ HALE —MILLS CONSTRUCTION Pgodecn CITY OF LA PORTE owner. LA PORTE POLICE Location: LA PORTE , TX CAD Date Scole Phose Building ID Job NUmber Sheet Number Issue NGA 04/10/21 N.Ts. A,B,C&D . 0104 — 228664 E18 of eer eat appears ieti of t 4 ................MAYS {`)NA CTp ti, i. 67636 41* 4 MEMBER DATA, Column data is listed from Base to Eave — Rafter data is listed from Eave to Ride High Side Mark Outside Flange Web Inside Flange Cal (RC-1) 5/16 x 6 8 GA x 11 3/8. to 24 5/16 x 6 Cal (IC-5) Pipe 6 5/8 x 0.1560 Col (RC-2) 5/i6 x 8 x 10-0 10 GA x 11 7/16 x 10-0 1/4 x 8 x 10-0 5/16 x 8 8 GA x 11 7/16 to 24 1/4 x 8 Rof (RR-3) 5/16 x 6 1/4 x 24 to 31 1/4 1/4 x 6 3/8 x 6 x 5-0 1/4 x 31 1/4 to 36 x 5-0 1/2 x 6 x 5-0 3/8 x 6 x 5-0 1/4 x 36 to 32 15/16 x 5-0 1/2 x 6 x 5-0 1/4 x 6 x 13-0 1/8 1/4 x 32 15/16 to 24 x 13-0 1/81/4 x 6 x 13-0 1/8 Rof (RR-4) 5/16 x 6 x 20-0 8 GA x 24 x 20-0 3/8 x 6 x 20-0 3/8 x 6 x 20-0 3/16 x 24 x 20-0 5/16 x 6 x 20-0 1 1.9 5.6 t2 85'-6 7 16" { 'a \\ M }� r '- `- �- `- O O O C O Ol Odl• _O. :� 'y .�, •d. d- d M I W.P. , iV d• ANTI —ROLL CLIP TYP. RR-4 HIP RAFTER RR-3 C D o s SOFFT PANEL--J i B NOTE; = A D Flange Brace One Side w SPANDREL BEAM -H of The Frame Only U.N. F.B. BOTH SIDES T*= to 5/8" 85— Cross Section at Frame Line F .., Stiffener D E 1/2 x 8 x 1-2 5/8 Plate With (4) 5/8 Diu. x 2 A325 3/8 x 8 x 0'-8 BentPlate With (3) 3/4 Dia. x 1 3/4 A325 A > K B /> Nz 1/2 x 6 x 2-4 5/16 Plate With (10) 3/4 Dia. x 2 A325 I \ 1/2 x 6 x 2-8 Plate With (10) 5/8 Dia. x 2 A325 1 1/2 x 8 x 2-4 1/2 Plate Wdh'(8) 3/4 Dia, x 2 A325 9 0 DRAWING STATUS For Approval: NO. DATE These drawings, being For Approval, are by definition not final, and are for conceptual A 04-10-06 representation only. Their purpose is to confirm proper interpretation of the project documents. Only drawings issued 'For Erector Installation" can be considered as complete. x] For Constructlop Permit For Erector installation MEMBER DATA Column data is listed from Base to Eave — Rafter data is listed from Eave to Ridge (High Side Mark Outside flange Web Inside Flange Col (RC-1) 1/4 x 8 10 CA x 11 1/4 1/4 x 8 Rof (RR-2) 3/8.x 8 3/16 x 15 to 25 7/8 1/2 x 8 3/8 x 8 x 10-0 3/16 x 25 7/8 to 36 x 10-0 1/2 x 8 x 10-0 3/8 x 8 x 10-0 3/i6 x 36 to 25 7/8 x 10-0 1/2 x 8 x 10-0 3/8 x 8 x 10-10 1/16 3/16 x 25 7/8 to 15 x 10-10 1/16 1/2 x 8 x 10-10 1/16 A 12 4.7636• 42'-5 13/16 021 f0 INNO ^ N •N � y M1Y 1 1 1 I { RR-2 ( HIP RAFTER SOFFIT PANEL— NOTE: B w Flange Brace One Side _ 4.0 M of The Frame Only U.N. w SPANDREL BEAM A "� - e a, O ti N I Finished Floor x CI O 1 0 11 3/4" 4'-6 1/4 42'4 1/16 Cross Section at Frame Line 3 REVISIONS DESCRIPTION iP RAFTER LN Y 3/8 3/8 Plate — Stiffener 3/8 Plate Stiffener B O 5/8 x 8 Plate With (6) 3/4 Dia. x 2 A325 5/8 x 8 x Plate With (6) 3/4 Dia. x 1 3/4 A325 The a in er se seal appears BY CK'D MID -WEST STEEL BUILDING COMPANY hem Tengineer IGA 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 kojectq ¢ Dp ZIP 77041 (713) 466-7788 ZIP 77240 a" :a a �Tl cvsrl HALE —MILLS CONSTRUCTION ... .jjy�YS- aaoue Tt CITY OF LA PORTE Owner. LA PORTE POLICE •NA�fi2 at Location: LA PORTE , TX CAD Date Scale Phase Binding ID dab Number Sheet Number Issue NGA o4/10/20Ds N.rs. A,B.C&D . 0104 — 228664 E20 of E .01 I W 4.3 4.9 O O O O 10 77.2 72.1 13.i 14.1 14.4 17 78 19 19.7 21 43'-1" 763'-234:A, 55-(34 30'-8 - (BLDG C) (BLDG D) 30'-0 30'-0 30'-0 30'-0 30-0 13-23 34-734 � 40'-0 r4 a J 9FL eel-122R BFL S62-IS(*L t I3FL SS?- -'M P, CS) GCL Sol -24 < a N (2) AFL 881-24 (' ti � C2) B LOW-242 BFL 692- ISb L @FL891-242 6 �,Ha r- — -- — --- --I m.o BFL. 81-ISO 9FLSOf- I So 1i - f jJ r ---- 'EL - - - - - ' Oco ' I h SF- 4'1S-a1 - -- �--- ----- - � J a• n • ii n `'° � HFL998 -!3 8 i � o m SF-419-AI 8FL57-76 FIL-LD W01ZK. F'LATSTOK d z SiD. t . , BFL 598-146 I d aKL,28o-86 A't- SOF�t'i � � _ _ 4"X5" D.S, . I o—�=jj*BFLS4'-7Z � C3D5F-4lTGi .o :� I5-4 I I —I------ SF-418-81 " � BF S96FL882-156L `\ CTYPO LKI lC -- ---- N O o I . BFL S98-t-76 o I m M 1 r i ;F ` N � i 4 ". <�d-------BFL67S-242-13 O \\\2RG7 kn O Y sFLS98-176 �, j/ `\ v N i ( •� / \ 13FLSS1-242 m a 13KL67S-242- 8 ; _ 8FL 882- 9b K < O -� N �m \ �rz u LL co r I ovtl/ i X 8FLSBI.12Z BFLBB2-f22p. I f2'YSFL0DI Z—+� it ( i -� ♦\� I 2' 6k 29'-6334 M I •1ul Cl (TA0.a BLDG.°B") \�7 � O - i CL - 0KL 890- 96 (FIELD GUT) I � J o S1L n � sF-419 AI .` 1 m BFL B98-1 9b ,-I ' 0 N i art- -12Z it I M i in 1 .�'' m Mm I 1 \\ I I M O `* - I-----I,r ---- 1----= 1-----z-----5----1-------1 --- I-----L— L--- z---T '�In ( O N --- — -- -- --- ------------- — ------------------ — ------ V- _ �PIELA WORKG�UTYECt i 6"X6" DOWNSPOUT \ - d BFL 882-96L i C1.2) eFL BSI-2$IZ 167 ��1 A.S RiMI)1 AT" GORN51t. LL LVY�JJ 61 3' 3 W-10M 30'-0 30'-0 30'-0 30'-0 V-0 30'-0 3D'-0 30'-0 -2 15'-2 241'-2 - 256'-4 0/0 STEEL 61'-8 0/0 STEEL UNE 25-4 O 0 ® O O O (BLDG A} i0 71 12 13 14 75 i6 18 (BLDG C) 19 20 (BLDG D) 21 DOWNSPOUT LOCATIONS Root 7 r21M N 0 E N W S O1.9 4.3 4.9 O O O 10 11.2 12.1 13.1 14.1 14.4 17 18 19 19.7 21 DRAWING STATUS ISSUE DATE DESCRIPTION BY CK'D For Approval: these drawings, being For Approval, by definition final, for A 04-1046 FOR CONSTRUCTION PERMIT/ APPROVAL NGA are not and are conceptual, representation only. Their purpose is to confirm proper interpretation of the project S-26-06 aev, a0R e4 SMUCTON P62MI7- IfiD ROOF PANEL LAYOUT documents. oniy'drowings teeaed "For Erector Installation" can be considered as F 7-7-06 Zgv, FM eaftST, P45P M17' KK PTO complete. (6LDGS A C&D) R For Construction Permit cusr. % HALE -MILLS CONSTR • % PAOJEGT : CITY OF LA PORTE Location: LA PORTS TX ❑ For Erector Installation:. CAD Date Scale NGA N.T.S. FIELD WO12K FLAT' STOCK To GLDSE OFF .SOF,vIr rRANSMIDN. 0 C- R 0 00 r 0 40 H.3 3.8 ��IxM� I.IVIII IIYIIIV VI VJJ VVVI\VI\ VI \IVI\\V L\I\VV. L AI.\I�Vf W o w/ l6e e 3/8 Hate 85Omer a B c B D 1/2 x 6 x 241/4 Plate INN (10) 6/8 Ow. x 2 A325 1/2 x 8 z 24 Hale With (12) 3/4 Me. x 2 A325 1/2 x 8 x 2-4 6/16 Hole with (8) 3/4 Ck x 2 A325 1/2 x 8 x 1-2 $/8 Plate %b (4) 5/8 Ole x 2 A325 3/8 x 8 x W-8 &MPiate Will (4) 3/4 Olm x 1 3/4 A325 q MEMBER DATA Cdamn data is listed San Ow to Eme - Rafter data B Rated from Em to Ridge RI h 9de ..__. Mark ouuw. Hmgo- web inside flange _ Cot (RC-1) 1/4 x 6 f0 CA x 11 1/2 to 24 1/4 x 8 Cot (10-6) Plpe 6 5/8 x C.1560 - Cot (RC-5) 5/10 x 8 x 10-0 10 CA x 11 1/2 x 10-0 1/4 x 8 x 10-0 5/16x8 8CA x 111/21a 24 IAx8 Rd (Pot-2) 1/4 x 6 8 CA x 24 1/4 x 6 IA x 6 x 20-0. 3/15 x 24 x 20-0 'A x 6 x 20-0 - Rat (RR-3) t/2 x 8 x 10-0 1/4 x 24 x tO-0 3/8 x 8 x 18-0 1/2 x 8 x10-0 1/4 x24 x 10-0 3/6x 8 x 10-0 Oaf (RR-4) 3/8 x 6 x 2" 3/16 x 24 x 20-0 3/8 x 8 x 20-0 IA x 6 x 12-0 9/16 3/16 x 24 x 12-8 9/I6 5/I6 x 6 x 12--8 9/16 Rat (RR-7) 5/16 x 8 3/I6 x 15 to 30 to 15 5/16 x 8 AL tr ;vq�` { • MEMBER DATA adumn data is listed tram Base to Eave-Rafter data Is listed from Love to Ridge O14I Side Mort Outside Range Web molder flange • ad(Re-1) 5/I6 x e 8'CA x 11 3/e to 30 5/I6 x 8 Cal(40-6) Pipe 6 5/e x 6.1560 Col(RC- 318 x 8 x 10-Q 8 CA x it 1/4 x 10-0 3/8 x 8 x 10-0 3/8x8 8GAx111/4.to30 3/6x8 Rat(RR-2) 1/2 x 1-0 1/4x30 5/8 x 1-0 1/2x1-0x20-0 1/4x30x20-0 3/4x1-0x20-0 Rat(RR-3) 3/8 x 8 x 10-0 1/4 x 30 x 10-0 1/2 x 8 x 10-0 3/8x8x1" 1/4x30xta0 1/2 xe xio-0 l/4 x 8 x 20-0 3/I6 x 30 x 20-0 1/4 x 8 x 20-0 1/4 x 8 x 7-6 7/16 3/16 x 30 x 7-6 7/16 1/4 x 8 x 7-6 7/16 • Hat(RR-4) 5/16 x 8 3/16x151030 to 15 5/IB x e _ E.3 D.1 4.1 5.6 6.1 12 • Iv'-6 5/B' I 9(16 2.6828' 1 • 'mr s H 'av yj 1 • ` n N It, 1 1- 'm Z xa .t = b _ PURUNS SPACING FROM 112 SLOPE 2 -1 5 8 e o ' 4 v w a 6 i' +- a I I 7 I >y N N N N N N O 6' 2415 16 PURUWS SPACING FROM 11 1 21•-111 6:12 SLOPE = I I RR-3 d RR-2 gFt'14�J D RC-5 B A m 5$ .'1i ROM, tm9e 8rone One Side - - of The Framo Only U.N. (ATTAch F.B.TO PUIWBS w/(3)(i2-14x1 1/4 sA5)LI p _ 0'• da fliNnd Floe }j§( �••, SIBS sfB 40'-2I/8'•V 84-51/e'out/out sf Sted { 3Y-213116' 127-716/I6 o Main Frame Cross Section at Frame Lines: V (N.T.5) m � - { a 1 �•X2 326 - o w/12 o 3/e Plate - SBffener A g C D Dj 5/8 x 12 x 2-10 3/4 Plate WiIA(14)1 Ilk.x 21/2 A325 518 x 12 x 3-2 Rate WSA(16)7/8 Oh.x 21/2 A325 6/8 x 8 x 2—i0 3/8 Plots With(10)7/8 0k.x 21/2*325 1/2 x B x 1-25/8 Plate 11th(4)5/8 Die.x 2 A325 3/8 x 8 x a—B BentPiale With(4)3/4 010.x 13/4 A325 DRAWING STATUS REVIsIONs heereea isenwn Sep ppeof N0. DATE DESCRIPTION BY cicro �M( MID-WEST STEEL BUILDING COMPANY LIIFor Approval: V VV�� 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 �a •" rq�, j These drawings, being For Approval, are by definition not final, and are for conceptual A FOR CONSTRUCTION PERMIT APPROVAL JZ ZIP 77041 (713) 466-7786 ZIP 77240 f?17 representation only. Their purpose is to confirm proper interpretation of the project .c -a6 qty, ,rw �pNft2oGT/ON !J' D documents. Only drawings Issued For Erector installation" can be considered as `" HALD H MA. • complete, E 7-7-ob k6v1 s OR enwsr PaM17" K ;3tv Gv$rt HALE—MILLS CONSTRUCTION Y 0 pgodeci:CITY OF LA PORTE Owner. LA PORTE POLICE • 3° 67636 NI For Construction Permit Location: LA PORTE , TX �� Ec ° yti w CAD Date Scale Phase Building ID Job Number Sheet Number Issue For Erector Installation �Q 1A tL1aa JZ 04/10/2006 N.T.S. A,B,C&D 0104 — 228664 E31 of IQ 0 O, O �4) 3gar x 2� A325 BOLTS 3/8 Plate A B O Stiffener 1/2 x 6 x 2-0 1/4 Plate With (8) 5/6 Cie. x 2 A325 1/2 x 8 x 2-0 3/8 Plata 1N0t (a) 3/4 Dio, x 2 A325 3/8 x 8 x D`-8 BentPiate With 3 8 Diu. x 2 A325 J.4 9 MEMBER DATA Calumn data Is listed from Base to Eme - Raker data Is listed tram Eaee to Rid (High Side Clark Outside Flange Web Insure Flange Od (Re-1) 1/4 x 6 10 CA x it 1/2 to 20 1/4 x 6 W (110,3) 3/8 x 8 8 CA x 11 1/4 3/8 x 8 Rif (RR-2) 1/4 x 6 8 CA x 20 1/4 x 6 1/4 x 6 x 10-0 10 Ck x 20 x 10-0 1/4 x 6 x 10-0 1/4x6x10-0 10 CA x20x 10-0 1/4x6x10-0 1/4 x 6 x 6-111/4 8 CA x 20 x 6-B 1/4 1/4 x 6 x 6-8 1/4 Raf (RR-4) 5/16 x 8 _ 8 CA x 12 to 24 to 12 5/16 x 8 VM Main Frame Cross Section at game Lines: 12J (N.T.S) A B C D 1/2 x 6 x 2-4 1/4 Plate With (10) 5/8 pia. x 2 A325 3/6 x 6 x 2-8 Plate With (10) 5/8 Dia. x 1 3/4 A325 1/2 x 8 x 3-0 7/16 Plate With (10) 3/4 Din. x 2 A325 1/2 x 8 x 1-2 5/8 Plate With (4) 5/8 Dia. x 2 A325 1 r DRAWING STATUS REVISIONS For Approval: These drawings, being For Approval, are by definition not final, and are for conceptual representation only. Their purpose is to confirm proper interpretation of the project documents. Only drawings issued "For Erector installation" can be considered as complete. a For Construction Permit ElFor Erector Installation NO. DATE DESCRIPTION_ . A FOR CONSTRUCTION PERMIT/ APPROVAL S=26O6 /?Evf•O/2� +fmUC77Citi/�1%� -•• - I a6 {b&V, f=otL Go>Jsi PEtz rv-vr H.2 MEMBER DATA Column data is listed from Base to Eave - Rafter data Is listed from Eave to Ride (High Side) Mark Outside Flange - Web Inside Flange Col (RC-1) 1/4 x 6 10 GA x 11 1/2 to 24 1/4 x 6 Col (IC-5) Pipe 6 5/B x 0.1560 Col (RC-4) 1/4 x 6 x 10-0 10 GA x 11 1/2 x 10-0 1/4 x.8 x 10-0 1/4x8 8GAx111/2to32 1/4x8 Raf (RR-2) 1/4 x 6 8 GA x 24 1/4 x 6 1/4x6x15-0 8CAx24x15-0 1/4x6x15-0 Raf (RR-3) 1/4 x 6 x 10-0 3/i6 x 24 x 10-0 1/4 x'6 x 10-0 1/4 x 6 x 10-0 3/16 x 24 x 10-0 1/4 x 6 x 10-0 1Ax6x12-111/4 8GAx24to32a12-111/4 iAx6x12-111/4 ------ TOP OF PURUNS ---- the en i afl A MID -WEST STEEL BUILDING COMPANY ree7 YIP AIRVIEW e HOU240 STON,7041 TEXAS a P.O. B X 4033E R&ft9llD(fft 466 cost, t HALE —MILLS CONSTRUCTION Pf o&cl7 CITY OF LA PORTS Owner. LA PORTE POLICE PTt Location: LA PORTE , TXt$tFttt CAD Daie Scale Phase Building ID Job Number Sheet Number Issue Jz 04/10/2006 N.T.S. A,B,C&D 0104 — 228664 E33 of T MEMBER DATA Column data is listed from Bose to Eave — Rafter data is listed from Eave to Ridge (High Side) Mark Outside Range Web Inside Flange - Col (RC-1) 5/16x6 10 GA x 11 1/2 to 24 5/16x6 Gat (IC-6) Pipe 6 5/8 x 0.1560 - Col (RO-4) 1/4x8x10-0 10GAx111/2x10-0 1/4x8x10-0 1/4x8 8GAx11112to32 1/4x8 Rof (RR-2) t/4 x6 6 8 GA x 24 1/4x6 1/4 x 6 x 20-0 8 GA x 24 x 20-0 1/4 x 6 x 20-0 Ro( (RR-3) 5/16x6x9-6 3/16x24x9-6 1/4x6x9-6 5/16 x6x10-6 3/16 x24x10-6 1/4x6x10-6 12 1/4x6x13-61/2 10GAx24x13-61/2 1/4x6x13-61/2 43504"!1 Rof(RR-5) I/4 x6 6 8 GA x 32 to 24 1/4x6 J.2 N.1 26'-0 13/16" 1 4.7636• 68'-61316 'm M o O �' fiTT-7 . •lp O M O 1 d' "V• I p M � ip 4!_B7/16 fD O "to tD ^ C. •- O • a I� -T Nhl N N N Oj I -N N k RR-5 W12xi6 11 -- _-- i~A -3412 D CR-4f0 RR-2 E RIL•2.7$ FA-410D (i"i 3LU.N. B A . > w n NOTE-- Flange Brace One Side' � • 1 of The Frame Only U.N. 0 V ty N RC-1 U Finished Floor • 10tz I_Z_ . 4'-6 1/4 2'-0 5/C 42'-4 3/8" 28'-7•1/2" 2'-8 1/2" 7j5 75-9" Out/Out of Steel 1. 18'-6 3/4" Main Frame Cross Section at Frame Lines: 14.1 (N.T.S) 94'-33/4 Ito 11® II IIQ A325 BOLTS 3/8 Plate A B C D E F Stiffener 1/2 x 6 x 2-4 1/4 Plate With (10) 5/8 Dia. x 2 A325 1/2 x 6 x 2-8 Plate With (10) 5/8 Dia, x 2 A325 3/8 x6 x 2-8 3/8 Plate With (10) 5/8 Dia. x 1 3/4 A325 1/2 x 8x 3-0 3/8 Plate With (10) 3/4 Diu. x 2 A325 1/2 x 8x 1-2 5/8 Plate With (4) 5/8 Dia. x 2 A325 3/8 x 8x 0'-8 BentPlate With (3) 3/4 Dig. x 1 3/4 A325 . ti�ti 81 DRAWI G S ATUS 6�"�oN5 MID-WEST STEEL BUILDING COMPANY t�1d For Approval; N2 QATE DESCRIPTION BY CMQ f V Y V \ •.je ar e' roc 1}�d� _/`/�J�1 J 7301 FAIRNEW • HOUSTON, tEXAS P.O. BOX 40336 •''•••• * r' These drawings,being For Appmvd,are by definition not final, and are for conceptual A FOR CONSIRUG110N PERMIT APPROVAL JZ .+ ,,,� ZIP 77041 (70IU 466-7786 ZIP 77240 r 'R '• r' representation only.They purpose Is to confirm proper interpretation of the projsct d ALD ... Mqj' f; daammis.Only drawngs Issued'Far Erector Installation con be ccns�dered as 5�'' - it a2-601MIC71 -J fEnrt)lY' .....................„Y.LS 1 N complete. PROJEGRCITY OF' LAPORTE UC110N owner. LA PORTE POLICE 4k- 9% 67636 ! F For construction Permit 4`<,M 1-1 12,EU. FOIL C•0"'ll, eC-R.K%T` Location; LA PORTE , TX _ CAD Date Scale Phase Building ID Job Mlmher Sheet Number Issue For Erector Installation JZ 04/10/2006 N.T.S. A,B,G&D 0104 — 228664 E34 of MEMBER DATA Column data is listed from Base to Eave - Rafter data Is listed from Eave to Ridge(High Side) Mark Outside Flange Web Inside Flange Col(RC-t) 1/4x6 10 GA x 11 1/2 to 24 1/#x6 Cal(IC-6) Pipe 6 5/8 x 0.1560 Col (RC-4) 1/4 x 8 x 10-0 10 CA x 11 1/2 x 10-0 1/4 x 8 x 10-0 I/4 x8 8 8 GA x 11 1/2 to 32 I/4 x8 8 Raf(RR-2) l/4 x6 6 8 GA x 24 1/4x6 1/4 x 6x20-0 8 CA x 24x20-0 1/4 x 6 x 20-0 Raf(RR-3) 1/4 x 6 x 9-6 3/16 x 24 x 9-6 1/4%6 x 9-6 1/4x6x10-6 3/16x24x10-6 1/4x6x10-6 • 1/4 x 6 x 13-61/2 10 GA x 24 x 13-6 1/2 1/4 x 6 x 13-6 1/2 Raf(RR-5) 1/4x6 8GAx32to24 1/4x6 Ref(RR-7) 1/4x6 10 GA x 12 t/4 x6 6 I tz 4.7580' 1 41'-1 7/16' 61P-613/16' a, to M M 42 b ,U \ �,•� O C '� Y tea'• N I a 4 ' 4 tai PR • 296 . RC-7 tZR'240 C FA-3412 CYYP� c2-410 RR-2 E ` FA-4100 CTyP�) B D A ,a 0` N NO . TE ' ro N ' c H Flange Brace One Side i ' $ w of The'Frome Only U.N. o r RC—i 0' U Finished Floor 4-61/4 2'—O 1/f 42`-41/2° 3R'-41/2" 2'-81/2' J 4 171 Z 85'-6° Out/Out of Steel • Main Frame Cross Section at Frame Lines: 14.4 (N.T.S) IDs'-33/4 m __ __ ___ no II 11p x326 Ba 3f8 Plate Stiffener 1/2 x 6 x 2-4 1/4 Plate With (10) 5/8 Dia. x 2 A325 3/8 x 6 x 2-8 Plate With (t0) 5/6 Dia, x 1 3/4 A325 3/8 x 6 x 2-8 3/16 Plate With (10)5/8 Na. x 1 3/4 A325 1/2 x 8 x 3-0 3/8 Plate With (10) 3/4 Dia. x 2 A325 1/2 x 8 x 1-2 5/8 Plate With(4) 5/8 Dla. x 2 A325 3/8 x 8 x 0'-8 BentPlate With (3) 3/4 Dia. x 1 3/4 A325 DRAWING STATUS REnsious • me 6 "' y `'r, ��' For Approval: NO. DATE DESCRIPTION BY en �/�//�(� MID—WEST STEEL BUILDING COMPANY ' h ;(a e of .`r. These drawings,being For Approval,are by definition not final, and are for conceptual A .FOR CONSTRUCTION PERMIT APPROVAL. JZ 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 e+ • •• represmtatlan only,Their pury�e is to eon6rnl prapor Interpretation of tha project „rf 56 v�2�N f UlllO.v NA!/ ZIP 77041 (773) 466-7788 ZIP 77240 •' f��pLD•H:. A S daprments,Only drowilgs Issued'For Erector InstaMUon un ba considered ae . complete. € .00D CSI, ç % edsT,; HALE—MILLS CONSTRUCTION f'A f : 67636 �r aFor Construction Permit PR0JEe?'CITY OF LA PORTS Owner IA PORTS PONCE ? Qo� RE�s�e Location: LA PORTE , TXYKJDINfA0..�tN CAD Date 'Scale Phase 8uid'm II) Job NUmber Sheet Number Issue For Erector installation 1 J2 9 Da/to/2066 N.Ts A,B,C&D 0104 - 226664 E35 of S 6 �� F. G.4 H. 16 i4. 13.• 12.1 .12 H .. G 11/16 3.3708' -55/8 in m i m r 7n n. i m in in a p b p p is) In r h ' m -t i. 1•-4rr 1,-44' 1•-5" 1-5 1'-5 " 1'-511' RR-6 C az- 212) E RR-3 C RE- 207) RR-2 (cR-223) (,zz-2os) D FaA - 243 = A • C-r/P. dur) n tsjSI l Flange Brace One Side of The FrameOnly U.N. °t ^ (ATTACH F.B. TO PURUNS w/(3) #12-14x1 1/4 S.D.S) N RC-4 RC-1 Finished Floor _tl O .N /.� 6' 43/4" 2' 61/2' - 28' 57/I6 35'-1 5/16" 2'-01/2' 4 68'-1 3/4' Out/Out of Steel 17'-21/8' Main Frame Cross Section at Frame Lines: X (N.T.S) MEMBER DATA Column data is listed from Base to Eave— Rafter data is listed from Eave to Ridge (High Side) Mark Outside Flange Web Inside Flange U Cot (RO-1) i/4 x6 6 8 GA x 11 1/2 to 24 l/4 x $ 6 1 m _ __ Col -5) Pipe8 5 0.15fi0 Eft f/4 x 8 x 10-0 10 GA.x 1f 1/2 x 10-0 7/4 x B x 10-0 1/4 x 8 8 GA x it t/2 to 24 1/4 x B A325 BOLTS Rat(RR-2) 1/4 x 6 8 GA x 24 i/4 x 6 1/4x6 x10-0 1/4x24x10-0 1/4x6x1➢-0 • 1/4x6x10-D 1/4x24x10-0 1/4x6x10-0 Rat(RR-3) 1/4 x 6 x 20-0 - 8 GA x 24 x 20-0 1/4 x 6 x 20-0 '^ 1/4x6x5-05/8 8GA 24 505/8 1/4x6x5-05/8 A B C D E Rat(RR-6) 1/4x6 8 GA x 15 1/4x6 1/2 x 6 x 2-4 1/4 Plate With (10)5/8 Dia. x 2A325 1/2 x'6 x 2-8 Plate With(10) 5/8 Dta. x 2 A325 1/2 x 8 x 2-4 3/8 Plate With (8)3/4 0ia. x 2 A325 1/2x 8 x1-2S Plate With(4) 5/8 Diu. x 2 A325 3/8 BENT PLATE With (3) 3/4 Diu. x 1 .3/4A325 DRAWING STATUS REVISIONS t, ;aa N0. DAIE DFSCRIPiIDN BY asro MID—WEST STEEL BUILDING COMPANY �'For Approvd; �:�:�. Bmk •« ` l� These drawings,being for Approval,am by definition not final, and arc fa conceptual A FOR CONSTRUCTION-PERMIT APPROVAL JZ 73D1 FAIR4IEW • yOUStON, tE3(AS • P.O, BO% 40338 ,� -a, ,,. •••d _ .representation only.-their purpose Is to confirm proper fntegrretatlan of the project ZIP 77041 (713) 466-7788 ZIP 77240 Fi° •••••'°'• documents.Only drawings Issued'for Erector Installation'can fie considered as xg 3'''26.66 R,4v fort /VIYarX7/ON 11141/ O - .• ONALp H. .. e —.\ complete, •. •b(o o cur; HALE—MILLS CONSTRUCTION ...ti•• 67636 + za For Construction Permit P `DCI POF L O\ PORTE owner LA PORTE POLICE ..tncaton CAD Date Scale Phase Building ID Jab Number Sheet Number issue For Erector Installation JZ 04/10/2006 HIS A,B,C&D 0104 - 228664 E37 of ' �� Main Frame Cross Section at Frame Lines: Y (N.T.S) 3/8 Bent Plate, E,318 e `— 3/6 Bent Plate 3/8 Plate Stiffener <A> KB> 3/8 Bent Piate With (5) 3/4 Din. x 1 3/4 A325 3/8 Sent plate Nth (5) 3/4 Dia.. x 1 3/4 A325 H MEMBER DATA Column data Is listed from Base to Eave — Rafter data is listed from Eave to Ride (High Side Mark Outside Flange Web Inside Flange Rof (RR-1) 3/8 x 0-10 3/16 x 16 to 36 1/2 x 0-10 3/8 x 0-10 x 26-1 9/16 3/16 x 36 to 18 x 26-1 9/16, 1/2 x 0-10 x 26-1 9/16 7S-11" Out/Out of Steel Main Frame Cross Section at Frame Lines: F.1 (N.T.S) ° rlo 3/8 Plate Stiffener A B 3/8 Plate C Stiffener D 3/8 x 8 x V-8 BentPlate lVith (3) 3/4 Die. x 1 3/4 A325 3/8 x 6 x 2-8 Plate Wlth (10) 5/8 Die. x 1 3/4 A325 3/8 x 8 x U-8 BentPiate Vith (3) 3/4 Die, x 1 3/4 A325 1/2 x 8 x 1-2 5/8 Plate With (4) 5/8 Dta. x 2 A325 MEMBER DATA Column data is listed from Base to Eove - Rafter data is listed'from Eave to Ridge (High Side). Mark Outside Flange Web Inside Flange Col (IG-3) Pipe 6 5/8 x 0.1560 Raf(RR-1) 1/4x6 8GAx12to24 1/4x5 1/4x6x20-0 8GAx24x20-0 1/4x6x20-0 Raf (RR-2) 5/16 x 6 x 10-0 3/16 x 24 x 10-0 1/4 x 6 x 10-0 5/i6 x 6 x 10-0 3/16 x 24 x 10-0 1/4 x 6 x 10-0 1/4x6x15-0 8GAx24x15-0 1/4x6x15-0 1/4x6x7-11 8 GA x 24 to 12 x 7-11 1/4x6x7-11 0- El A B 3/8 x 5 x 1-1.15/16 Plate With (8) 5/8 Dia, x 1 3/4 A325 3/8 x 5 x 1-5 3/4 Plate With (8) 5/6 Dia. x 1 3/4 A325 Cross Section at Frame Lines: B.2 & C.2 (BLDG B) For Approval: These drawings, being For Approval,. are by definition not final, and are for conceptual representation only. Their purpose is to confirm proper interpretation of the project B documents. Only drawings issued "For Erector Installation" can be considered as complete. F6R r!ONSTi2UCT/ON/�h2M? For Erector Installation NO. DATE A 04-1( G 6-2b E 7-7- )F BLDG A 0 REVISIONS MID -WEST STEEL BUILDING COMPANY Th engi ea a ho, eal appears �mI.... of DESCRIPTION BY CX D Q. - eIIrrst RUCTION PERMIT/ APPROVAL NGA 7301 FAIRVIEW " HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 :.... ONALD s740 /uN e M17- °Tb cusT„ HALE —MILLS CONSTRUCTION cvusT. P��znti l7' kV_pRo�Ea1't CITY OF LA PORTE owner. LA PORTE POLICE Location: LA PORTE , TX�, CAD Date Scale Phase Building ID dab NUmber Sheaf Number Issue NGA 4/11/20os N.rs. A,B,C&D 0104 — 228664 E41 of q 1.1 3 12 2 1/8 10.0254' m2'-9 15/w 17-11 9/16' Out/Out of Steel Main Frame Cross Section at Frame Lines: BLDG "B" HIP (N.T.S) o� L °.l A B 1/2 x 8 x 1-5 7/16 Plate With (4) 5/8 Dia. x 2 A325 3/8 Bent Plate With (2) 3/9 Ola. x 1 3/4 a325 MEMBER DATA Column data is listed from Base to Eave — Rafter data is listed from Eave to Ridge (High Side Mark Outside Flange Web Inside Flange Rof (RR-1) W 10 x 12 0'-117/8 0'-117/8 0'-9 1*-3 7 f 16 11 COUNTER FLASHING (BY OTHERS) :I i .,° TRANSITION TRIM SEE DETAIL "A" 24GA — SUPER-LOK E25 ROOF PANEL I <I CANOPY RAFTER GUTTER �11 'I EMBEDDED PLATE (BY OTHERS) EAVE COVER 'al SOFFIT SOFFIT (24GA—ARTISAN) TRIM 1 ° ° m I ° I —TILT WALL (BY OTHERS) 1 MA i� SECTION "F" SF- 4I7-r�.1 ''11 13FL 1006 /22R. CFICLD car) I•a Y 1 I 1'-17/16 0'-11} 0'-11)'u 0'-11 BFLI006 - 122 L CFIELD c07 J 13FL I15 f22 CANOPY ROOF FRAMING PLAN SF-417-'A) f OTHERS) COUNTER FLASHING 1 r (BY OTHERS) I MASONRY NAIL 20" O.C. I (BY OTHERS) TRANSITION TRIM —< I 1 Fastener $4 1/4-14 x 7,8" Lap-Tek = °� / at 6 O.C. TH Bead Tape Sealant, III I ---TILT WALL (BY OTHER ) (HW-504) / Panel Cllp .' .I Rocco-r- i � I•''4 f , 1 1 Roof Panel; p•: l WP Fastener #17 1 Outside Metal Closure ' 1/4 —14 x 1 1/4" HW-440 Driller Back —Up 'late I Fastener #IA HW-7766 / 1 12-14 x 1" \ 2" 2" i41i I 1 14 ' dl 4'; a•• (° I 0.64 K 1 0.64 K Pi O I a : '4,1 1'4•' `i I' I —TILT WALL (BY OTHERS) DL + LL t •I 1'°' 4; I' I 14' • -1 Ie°'I 1.64K 1.64 K, I. •.4 •i d: a'di I •` : i 1' 1— TILT WALL (BY OTHERS) DL + WL UPLIFT•: CANOPY REACTIONS TO TILTWALL PANEL SEE DETAIL "S" ON SHEET E25 SOFFIT TRIM SOFFIT (24GA-ARTISAN) (TYP. SPA.) 4'-6 1 /4" 4'-10" SOFFIT RECESS AT ENTY DOOR #134 SC-119 CLIP w/ MASONRY ANCHORS (BY OTHERS) TYP. AT SOFFIT SUPPORTS. SEE DETAIL Ds) SHEET E25 i r i SEE DETAIL "S" ON SHEET E25 SC-119 CLIP w/ MASONRY ANCHORS (BY OTHERS) TYP. AT SOFFIT SUPPORTS. SOFFIT TRIM SOFFIT (24GA-AR:RSAN) 1'-8 13/16" C87 I t - o %q- (TYP. SPA.) 4'-6 1/4" 6'-6„ SOFFIT RECESS AT ENTY DOOR #2516 SC-119 CLIP-w/ MASONRY ANCHORS (BY OTHERS) TYP. AT SOFFIT SUPPORTS. J 0 0 ------------- SOFFIT TRIM SOFFIT -" (24GA-ARTISAN) 1'-11 5/16 (9)e.Zl-►o Y (TYP. SPA.) lZ-6 %4 = 9'-4" SOFFIT RECESS AT ENTY DOOR #19513 0 0 2 2 3 3/4 3 3/4 134 134 2 2 ii' ." I PU'I /�Girt CI' Pl 3/i6"Gx 6CIip PL 3/t6° x 6" Zee A 8" 2" All Bolts are 1 2 x 1 A307 M. Bolts t0" 3" Lap Pattern "G" Lap Pattern "S" B 8 1 3/4 Purlin / Girt Clip 1 3j4 3 i6 3 PL 3/16" x 6" jt1 2 Bolts Unless Noted Lap B Fattern on Erection Drawings Long 1-2 3 4 L Extra Long 2-5 3 4 x Super '3 —1 -3/47 U NS0006S 2 Bolts Unless N on Erection Draw NI Bolts are 1 2 x 1 A307 M. 800 2 Bolts Unless Noted on Erection Drawings Lap Detail 0I 0 NAME SEPARATOR SHIPPING LENGTH �_ INCHES CABLE DIAMETER 1/4" CABLE = 4 5/16" CABLE = 5 3/8" CABLE = 6 1/2" CABLE = 8 SHIPPING LENGTH L CABLE EYEBOLT HILLSIDE WASHER FLAT WASHER NUT CABLE BRACING INFORMATION NS0053C Strut Spacer Strut Purlin Ridge Tie Bldg. Ridge (Beyond) (SYMM.) . =Purlins ! KHock—in L 1" x 1" x 14ga (KBA—XXXX) EOVe Strut Bridging KBA-XXXX) Typical Unless Noted I At Strut Purlin At Ridge I Fastener #iB 1/4 —14 x 1-1/4 Driller Eave Strut Eave w/o Washer Strut i f-- - -- Purlin L 1" x 1" x 14 Ga. ` Knock —In Bridging,. L 1" x 1" x 14 G, If (KBB—XXXX) (KBA—XXXX) (KBB—XXXX) Low Side Eave Strut High Side Eave Strut 4 - Hex Nut Eye Bolt - - —------------ - - -- _ Step 1 Step 2 Web of Frame Insert Tab Bend Tab Liner Clip Clip SC-22. E SC-77 SC-78 . 2'—e Purlin—Girt Clip 4 ZEE A 6�1 n pp 8" 2" 10" 3" eG�oo�op 12" 9 With Out Liner 2'-4" Purlin—Girt Clip WE, O v a� r17 i............: o � E pop- E ; o , o O , w , ® E , a , cc -. o ,. l- G✓ a� , v o c ALL. ®. - I G - i=ao ; The large leg of the Zee must be alternated from top to bottom in order to nest the member correctly. A triangle has been added to the end of the Zee near the connection holes, that will point to the large leg of the member. B--`pass Zee Installation NS0006Y 3 16 2-4 Hillside Washer Cable Brace Flat Washer Into Slot. 90 Degrees 1 J gendi X Field Bend Back Up Plate rlF'%6 a• if req'd. Note ' 1 Bend Line 4 2 X 5� s gec °a ge{OL�on Noie: The bridging must be inserted into the pre —punched slot {o11°a° in the purlin; as shown, and the tab bent side ways for proper Installation. The process must be complete for With Liner Cable Brace to Frame Connection i the bridging to function as designed. Note: Shop welded Back Up Plate may located i Knack —In Bridging at either side of the web. g Installation By —Pass Web Bolted Flange Brace Detail (If Requied By Design) (For. Roof Slopes Below 3.12) NS0006U INS0053 INS0059 NOTE: far Consult your erection manual or additional S—Sheets for further guidelines and/or clarifications. 1. These drawings are intended to depict general installation of Item(s) described above. Some items) may have been omitted cldrity of presentation. Con u t yo r h g % ; ATTENTION INSTALLER: In the event that a discrepancy or error. arises with materiols shipped for this project or these construction drawings, the installer must notify the manufacturer prior to correcting. If manufacturer is not notified, manufacturer wl , EAVE TRIM (SIMPLE) (BFL19) PANEL CAP TRIM (BFL271) (2) POP RIVETS (2) POP RIVETS —� (2) BEADS TUBE rr----1S - SEAL (9") NOTE: 2" MIN. LAP CORNER TRIM (BFL830) (4) POP NOTE: 2" MIN. LAP TIE—IN TRIM (BFL195) (2) POP RIVETS (3) STITCH SCREWS —T SEAL (2) BEAD�tT BE 1— (2) BEADS TUBE SEAL (28°) NOTE: 2° MIN. LAP NOTE: 2" MIN. LAP ROOF CONVERSION TRIM (BFL852) TERMINATION TRIM (BFL117-122) (ONE) POP RIVET (6) STITCH SCREWS (3) STITCH SCREWS (2) BEADS TUBE (2) BEADS TUBE SEAL (20") SEAL (28") NOTE: 2" MIN. LAP NOTE: 2" MIN, LAP EAUE CORNER & TIE—IN TRIM LAPS NS0081 e Flash Fixed Expansion Ridge Roll (BFL (BFL675) (18) Stitch st. (16) Stitch Fast. (2) Bea Tube (2) Beads Tube Seal (3 Seal (60") ote: 2" Min. Lap NOTE: 2" Min. Lap Fascia Cap Trim (BFL90) (5) Stitch Fast. (2) Beads Tube (5) Pop Rivets Seal (28") Note: 2" Min. Lap Fascia Sill Trim (BFL92-122) (4) Pop Rivets (2) Beads Tube Seal (10") Note: 2" Min. Lap Ridge, Parapet, & Fascia Trim Laps NS0082 REVISIONS NO. DATEDESCRIPTION BY D RIP110N A 4/10/06. FOR CONST. PERMIT/APPROVAL E' 7-7.06 REV, Foe GOAIATt Pj=_PMn— KK M 5'-0 O.C. E Max. tot r (4) 1/2"s0i x i" 1 A307 Bolts A Fastener #12 x (3 Req d) NS0087 WRONG Do Not Install Hanger Rod in the Range of Purlin 8" Strut Strut Spacer Strut Purlin Strut Purlin Bay Strut Purlin a C EE 0 1 L Fastener 12x11/4SD Strut Spacer 3 Req d) (See Chart) Section I PuRn I Mark 8 SSS-6 0 SS8-6 12 SS8-10 Strut Purlin (Interior) WRONG Do Not Install Purlin Clips of any kind on the Flange of Purlin as shown Angle (L 2" x 2" x 1/8" x 3") (Not By Bldg. Mfg.) (2) 112 x 1 1/4" Structural Fasteners or (2) 1/4" 4 Bolts (Field Drill Holes of each angle location) ,.._Attachment By Others I —� �� L Angle Hanger Rod (Not By Bldg. Mfg.) 5-0 O.C. Sprinkler (Not By Bldg. Mfg.) Pipe —�00 Rod Hanger o a ee as (Not By Bldg. Mfg.) 200 Ib Limit -- Detail at Purlin Detail Between Purlins Sprinkler Pipe Hanger Detail NS0095. r S t a n d a r d De t to v Customer. HALE —MILLS CONSTRUCTION . Una End.User. CITY OF LA PORTE Location: LA PORTE, Tx Det. 8y Chk By Date Scale Building ID Job Number Sheet Number Issue 4/10/06 N.T.S. 228664 NS-1 Rafter Clip Hip Flashing A _ Ilnner iWaried— n___.._ t_� i in,--- u,_i _,_, -A pudin &V1 tj (4o -'F- ---� BattenLok® Pane{ ncNun�nc� Holes tamp vveiaea kz Rafter) HiailRafter� 1 2:12 To 4:12 BFL703 o ET Hi Flashing P g 1 2:12 0 4a2 BFL703 o Bolts ( Tri—Bead P ii Blind Rivet Swaged EndLap I Tape Sealant ```� ' ut�ta 1/8" x 3/8" Blind Rivet Tape Sealant t (HW-504) U rR at 9O.C. i/8" x 3/8" Anfi—Roil CAP Panel installation Sequence at 9O.C. Fastener #4 I ; 3/15' plate Back Up Plate per , li Urethane Sealant Long LifeX 7/8e HW-7766 Long at 6„Laptek Roper /�n `� Il 2° Tape Sealer O.C. ; ° Hi Clip Fastener #4 t i Swaged EndLap Lower d LL Lap Tek Driller ; 1 Clip 9 P / BattenLok®Panel Hi Clip " Clip ;. purlit„ a Tape Sealant " „ Cd 6 O.C. 3�16 P 1? 2 (4) 1/2 x 1 1/4 A307 Upper Swaged Fastener #1E " P P Bolts w/o Washers Clip BattenLok® Panel 1/4u-14 x 1 1/4 (4) 1/2" x 1 1/4" A307 Purlin G of Rafter 5 Per EndLap t Bolts w/ Washers iBlind Rive Tri—Bead EV�10­­A ------ `_ 1 /84, 0 C 8" -------------- _ X 2 X 16 GA t{ - t - jape Sealant ______------ �-_ - --- L 2 Tri—BeadPuriin Clip Back U Plate (HW-504)_ Tape Sealant ° ° Urethane Sealant 3/16 Plate p Panel Clip O f l Hip PlateHW504 HW-7766 = Puriin i i in P-140 (2) Fastener #1Ao=t 1 nd)"Z' Closure 12-14 x 1" 7' Closure BFL361 Anti Roii Clip o f BFL361 Driller (Field Cut To Length And i i Tri—Bead •e=3/16" Plate "'__c i - = Bevel Cut To Fit Panel)HW504ealer -- — -- - --- - --- - - Blanket 4 112"---------r ----------- -- --- - - Insulation - ______:_: - --------- ---3/16 3 "Lower Hip Plate Fastener #41 i0 BattenLok®Panel Hip Clip ppeyond) Tapes Sealer P-140 Main Frame Rafter 3/16 3 1/4"-14 x 1 1/4" Fastener #1A ! 2 2 All Locations 12-14 x •1 Driller Rafter Clip Ridge End (2) Per Clip Hip Rafter (Shop Welded Of Panel 3� F) To Rafter) Typ. Panel End Sealant _! Cross Section Of EndLap -_— Detail At Hip Ridge Section A Fastener Sequencr77-77­7� L e Hip Section Hip Flashing Detail Purlin Anti —Roll Clip (BL/SLR Standing Seam Panel Lap Hip Purlin Clip Detail BattenLok Floating System BattenLok Floating system (at Built—up/Hot—Rolled Raffer) EndLap (Offset Purlins) NS0099 NS0188 NS0396A NS0398A NS0398C Fastener # 24 1�°{t, et A6 Erector Field Cut ed ` And Bend Hip Flashing 2" 8-18 x 5/8" HI Rafter 5�°Q et� I To Form Tabs For End Max. Nibbed Self Drill it `To° 1 Hip Flashing Closure. Pop Rivet 2:1 To 4:12 B L703 And Caulk As Req d. Hip Flashing Fastener #12 o Blind Rivet HiD Flashing End De}ail 1 2:12 To 4.12 EFL703 1 Roof Member pur//n pinta` " #2 Philips 1/8""X 3/8- C 10 X I - - - - _ ,� Hip Plate Pancake Head Driller at 4 O.C. P--140 At 4 O.C. fastener Artisan Panel 1, Fastener4"-14 #4 / 1/ng Li X 7P8. , ° 1 '� 1 4"-14 x 7 8" LL Lon Life La tek 1 1 1 i Floating/Hip Flash Lap Tek Driller gat 6" O.C. Outside ai fff at 6" O.C. ! 0. ° Closure Fastener # 14 Hip Clip Hip Clip Soffit Closure 1/8 0 x 3/16 % Tri-Bead BFL30 Pop Rivets (4) 1/2" x 1 1/4" A307 i Panel % Tape Sealer BattenLok It HW-504 ___= __ at 12 O,C. Bolts w/o Washers _ "Z" Closure BFL361 ° i i °'; Fastener # 14 j (Field Cut To Length ; "! ° I 1/8"0 x 3/i6" (4) 1/2 x 1 1/4 A307 - i L 2 x 2 x 16 Ga. And Bevel Cut TO ; Po Rivets Bolts w/ Washers i i Angle (Cont.) Fit Panel} ° — +. atp12" O.C. Urethane Fastener # 24 2 Runs 1/4" Bead i Sealant Ba Panel - 1 -'--.___ Blind Rivet ttenLok !/ 8-18 x 5/8" ----- Urethane Sealant Hip Plate Tri—Bead 1 " -------- - - a 4 O.0 8 Nibbed Self Drill j O i O i f i P-140 Tape Sealant (ITYP) ° Urethane Sealant I i Purlin + " " Artisan Purlin ; - p p i Panel Spacer �%` Z Closure BFL361 , Panel 1 (Field Cut To Length And 1 Tri—Bead BFL5Roof Member i Tri—Bead Bevel Cut To Fit Panel) Tape Sealer ----- I� � i —O �` 6 Tape HWSealer 504 4"Z�) - — - - ------- -- - �o — Under Artisan Panel - -- l)Owfi Closures Hill NOTE: Erector To Field Notch Outside i Hip Clip Hip Clip Bend, And Fasten With 2' 2' Erector To Cut Back Closure Soffit Closure Pop Rivets Adjacent Z Vertical Leg Of Panel BFL30 Rafter Clip Closures To Form A Hip Support Angle As Req d. Hip Rafter (Shop Welded Weatherti ht Space At 9 P To Clear Z Closure. €_€ Fastener # 14 To Rafter) Base Of Hip Flashing End. 1 /8"0 x 3/16" i Pop Rivets at 12° O.C. Hip Flashing End Detail Hip Plate Lap Detail 'T' Closure Detail at Hip BattenLok Floating System Artisan Panel Soffit Section Hip Purlin Clip Detail BattenLok — High & Low Floating System BattenLok Floating System NS0113 NS0396 NS0398 INS0398B NS0399m, RENSIONS ..K••� "" "Y NOTE: NO. DATE DESCRIP11ON BY CK'D t ss .1. these drawings are intended to depict general installation of item(s) described above. Some item(s) may have been omitted for clarity of presentation. Consult your erection manual or additional S-Sheets for further guidelines and/or clarifications. ATTENTION INSTALLER: In the event that a discrepancy or error arises with materials shipped for this project or these construction drawings, the installer must notify the manufacturer prior to correcting. If manufacturer is not notified, manufacturer wi A 4/10/O6 FOR CONSL PERMIT/APPROVAL Sandard E 7-7-06 REV, FOR GONS7T PEK1v11— Customer. HALE —MILLS CONSTRUCTION End User: CITY OF LA PORTE Location: LA PORTE, TX Det. By Chk By Date Scale Building ID Job Number Sheet Number Issue Vinffis N.T.S. 228664 NS-2 BFL361 Closure Trim Back Gutter Fastener # 17 NOTE: Erector must apply PP Y r- �� (Shape May Vary) Projection Valley Valle Trim to y 12-14 X 1" Driller sealant to ends of closure, At 6" O.C. Panel (Flat Surface) F Tab o a ; Gutter (Shape May Vary) Fastener 6 Main Frame column 12-24 x 1 1/4" Tek 4.5 Without Washer (Typ.) a t35 ��oa�' F� BVaali_ey151ashing 7 e m i m View iTab ` Overhang Cb EndePlugm Pone] Field Make \ (Typ. U.N. Sealant to Sealant 2'> '�� Tri-Bead ego, - + „ Bend o x 2,1120 Downspout Strap HW-2993 contact must be made to form a continuous Tape Sealant e HW _iw seal -Critical Down 504 0 \� DS Width cr "' Front Note ;` ® YP r. i -7 —� 1 Fastener #14 ; , \` Q��5 c;� e ` VI2W Field Bevel Cut a x 1/8" x 3/16" Pop Rivet Downspout 8FL320 b�ea o Qom P�� Top of Downspout rTyp I Downspout Offset BFC323-27 DownspoutOpen offset BFL323-27 Wall -Fastener as ener o row a *a #1 :. #14 X 1 1/4" Driller �Depth Fastener #14 1/8" x 3/16" Pop Rivet By Building Mfg. L� At 4" O.C. " ;,. Downspout To Gutter Attachment Detail (Typical) Downs BFpD Downspout Strap / HW-2993 / Masonry Triple Bead Field Fabricate End Plug. ` -and 1. Refer to the building erection drawings for the location and spacing of the downspouts. ' 2. Locate all downspouts over a major panel rib if passable, Tape Sealer 114 Install Caulk to form HW502 Weather Seal 3. Make a cardboard template of the downspout shape, . Place the template on the bottom the trace the Remove. the template draw * Field Cut From BFL320-126 @@ 6 Gu, S May Vary} Downspout Strap ; 4;, ;1 Tape Sealant above and below Valley Flashing of gutter and outline. and line from to forming "X" �` ape HW-2993 _ ` ;P f at Eave - Critical a corner corner, an pattern. tAo Tri-Bead Q 4. Drill a whole at the center of the "X". Using tin snips, cut along the lines of the X only. Do not cut along the outside lines of the downspout square, / / Fastener 14 # Panel EAVE CONDITION J Tape Sealant 5. Bend each triangular tab down toward the ground, 90 Degrees to the bottom Overhan 9 / " 1/8 x 3/16 Pop Rivet Downspout BFL320 T U.N.)Refer to the Building (�'' construction drawins HW 504 of the gutter. Offset (Typ.) BUILDING SAVE for the eave condition. 6. Position .the top of the downspout under the gutter. Make sure all four BFL322-12 Fastener #14 Masonry Wall Refer to the Roof Installation Manual Installing The Roof Panels At gutter tabs are an .the inside of the downspout. 1/8" x 3/16" Pop Rivet For g The Building Eave. 7. Install Fastener #4 1/4-14 X 7/8 Lap Tek self drilling fastener through the Outside Closure Detail At Hip downspout into the gutttter tab. Only the two sides and the front of the downspout will receive fasteners' Downspout Strap Attachment Detail Valley Detail At Eave BaftenLok - High And Low System 9 y Eave Canopy Downspout Detail 4" x 5" Roll —Form BattenLok - High, Extended System NSO403 NS0702 NSQ704 NS0708 NS0393G (4) 1/2" R 1 1/4' A307 "Washers CONNECTION OF TILTWALL TO SPANDREL SHALL A3072) 1// li Bolts' w/o Washers BE DESIGNED AND PROVIDED BY OTHERS „ Downspout Strap Typical At Valley Purlins ii 1/2 6 x 1 A307 HW-2993 Bolt w/o Washer. Valle Trimnded Downspout BFL320 See NS707 Wall BFL715 Exte ' P e° a Fastener #14 y! Valle ilRafter`-- -- 1/8" x 3/16" Pop Rivet (Typ.) " i Valley Clip I Valley Clip . 5/*> Downspout Spandrel Beam BFL320 i Rafter Clip m �_ 2 Runs 114" Bead Urethane Sealant (Shop Welded To Rafter) d'i� Downspout Strap I ; � ` \� Wall out HW-2993 i i i; 1 i Fastener #12 I; 1 (4) 1/2" x 1 1/4' A307 BFL321-22 i ! 10 X 1 Pancake _ Bolts w/ Washers z Head Driller ----___ - -- :_.- - = v Field Locate Fastener #14 ; I i --- --- i i- - 1 Spandrel Beam Flange Brace 1 10 I i 1 I i,•. Purlin i ; Purlin (Field Bent 45' Lower End) ASP (1) 1/2 MASONRY ANCHOR(BY OTHERS) Valley Plate P-135 Extended Valley Clip Valley Clip 4" 1/2" Valley Trim bolts no y meta 9 1/2„ BFL715 Extended Valley Rafter Rafter Clip (Shp Welded building manufacturer To Rafter) SPANDREL BEAM DETAIL Downspout Kickout Downspout Strap Attachment Detail Valley Trim Lap Detail 4 x 5 Roll —Form 4" x 5" Roll -Form BaftenLok - High, Extended System Valley Purlin Clip Detail M1 . NS0594 INS0703 I NS070.6 INSO3,93C NS0395�s�� NOTE: 1. These drawings are intended to depict general installation of item(s) described above. Some items) may have been omitted for clarity of presentation. Consult your erection manuol or additional S—Sheets for further guidelines and/or clarifications, REVISIONS � P Standard Det NO, DATE DESCRIPTION BY CK'D ATTENTION INSTALLER: In the event that a discrepancy or error arises with materials shipped for this project or these. construction drawings, the installer must notify the manufacturer prior r to correcting. if manufacturer is not notified, manufacturer wi 4/10/06 FOR CONST. PERMIT/APPROVAL .y' 6 12,xu. 0A 4Y77.14hML t 4 E 7-7-06 REVr FDR. GAFrs , PLaRmi r" Kt<-1�'1`i;7 Customer. HALE —MILLS CONSTRUCTION tll End -User. CITY OF LA PORTE Location: LA PORTE, TX Det By Chk By Dote Scale Building ID Job Number Sheet Number Issue 4/io/as N.T.S. 228664 NS-3 r m Movement The Gutter Clip HW-2994 Sheeting FASTENER ##1 FASTENER #'1 E MUST be installed inside 2 the -major rib at the same 1 Direction 1(� 4 Req'd Main Frame Column ' NS547 time the Roof Panels are a i f installed. i 3 2 4" 1/4 2 () 4 9 1 ------- 2 �• 1 1/4"-14 x 1" Driller Lon —14 x 1 1/4" 12-14 x 1 1/4" 2 " 2 6 g Life Driller Long Life Driller "1 1 4 S 16" Hex Washer Head 1 3/4 % 5/16" Hex Washer Head 5/16" Hex Wosher Head t 1 j¢ w 5 8" O.D. Washer () ¢ N, . ©(Typ.} / / w/ Sealing Washer w/ Sealing Washer 4 Req'd Downspout �� 3 u i 3FASTENER1 A FASTENER #1 F FASTENER3A N ---- - - - o� 24 --- U] Roof Panel BL/SL ra -- ------ - -- ��� - 10 Each P rlin OTri-Bead To Sealant HW-504 Downspout Roof Panel - :r= "'= ' 10 (Not Q P rlin) ORake Trim BFL1005 Open Wall 9 Tri-Bead Tape Sealant HW-504 8 1/2" 1/2" OGutter Clip HW-2994 12" O.C. l w Roo2Panel . 7 ®Perlin ' 5 Rake Angle 12-14 x 1" Driller 1 " 12-14 x t 1/2° Snow Load <= 20# at 32 D.C. 4 �? „ O Tri-Bead Tape Sealant HW-504 \0 /4 -14 x 1 1 j2 Driller ' i tl - 5 16" Hex Washer Head 5 Lon Life Driller Snow Load > 20# at 16" O.C. 5 4 Gutter Clip HW-2994 le-AN©Fastener #tE 1/4-14 x 1 1/4 / /1s Hex Washer Head g„ (2) 8 j� P Driller w/ 5/6" O.D. Washer 5/16 Hex Washer Head i" now Ldad < = 20 at 32 O.C. FASTENek kt 24 as( w/ Sealing Washer Urethane Sealant Fasteners Not 5 I I 5 � ? M Snow Load > 20# at 16" O.C, � OFostener #1D 1/4-14 x 1 1/4 B Building Mfg. OFastener #1E®Fastener #4 13 ____ —__ Driller (4) Per Strap Required FASTENER #2A FASTENER #4 2 3 6 � ;r 5`6utter-support Clip 12 ®Fastener Shoulder T k12 NW4Q 24" D.C. The Gutter Clip HW-2994 0" = BF 3i9 Fastener #4 1�4-14 x 7/8 w� MUST be installed inside I I: Lap Tek @ 12' O.G. the major rib at the some L,i`" Q( yp•) 2 time the Roof Panels are ®Gutter 10 Fastener #12 12 x 1 Pancake T , 1/4"-14 x 7/8" 4 � � 1 1/4" {See erection dwg. for marks) 9 � 4 Re d 1/4"-14 x 1 1/4" Driller 17 x 1" Lon Life AS Section A installed. ¢ TAsrENER # t4 . Driller q Downspout g Lon Life La TEK 4 7 Urethane Sealant 12iro,�, Strop5/1s" Hex Washer Head 5/�s" Hex Washer Head / g p Q 1, RAkE Gavi rt S F - 417- A I w/ Sealing Washer 5 16" Hex Washer Head 5 11 O Downspout w/ Sealing Washer Force Urethane Tube Sealant into crevis at the end of Gutter ClipHW-2994. g Fastener #1E Rake Slide Trim BFL115 3 AKTISAN soFr-rr Pit_. 12 XQ FASTENER 2B .FASTENER 4A Install the Tri-Bead Tape Sealant. Insert HW-2994 over the Tri-Bead Tope Sealant .. Fioatin Eave Plate # �- and extend past the roof panel as shown. Apply Tri-Bead Tape Sealant over ®HW-7601 Low 13 PANEL SPACH2 BFL570•i22 IViaSOnr Wall HW-2994. Continue the roofing process with the start of another panel. When 7 HW-7611 High 14 Rake Support Angle installing the HW-2994 Gutter Clips, make sure all surfaces are sealed between @ Fastener #5 Low System HW-7712 © Fastener #6A, 12-24 X 1 1/4 Tek 4.5 NW roof and framing surfaces. Section B High System HW-7722 (Z) Fastener #14A, 1/8" X 3/8" Pop Rivet » fD 00 1 4"-14 x 3 4" Driller 1 4"-14 x 1" Lon Life AS 1/4"-14 x. 7/8" 10" Deep Gutter Clip Attachment 10 Deep Gutter -Expansion Eave 10 Rake Trim For 10 Gutter Oversize Downspout Strap Attachment Detail �,6" Hex Washer Mead i16" Hex Washer Lap TEK Batten-Lok Su er-Lok Low or High System M ) / / 5/16^ Hex Washer Head BattenLok/SuperLok Low or Nigh System BattenLokfSuperLok Low or High System (Midwest) i p g y (id -West w 5/6" O.D. Washer w Sealingwarner w/ 5/8" O.D. Washer NS0547 INS0556 INS0558 INS0560C INS0823 The Gutter Clip HW-2991 * BFL318 For 8" Wide Gutter O Refer to the Technical Installation FASTENER #5 FASTENER #14 FASTENER #18A NS539 MUST j installed under ; the major rib at. the same time the Roof Panels are BFL319 For 10" Wide Gutter 1 1 4" / Information Manual for the installation of the Roof Panel at the Eave. Gutter Stra BFL246-10 installed. o, Gutter NS560D Gutter------HHH NS560D (Shape; May Vary) (Shape May Vary) iI'- P or Install ow Tp" " 5 (8) � o II 2 3/4" 1 1/4 O.C.O.C. Loa at 32" .C. for Snow Loads at Greater Than 20#. 3 2" 2 3/4" 1 1/4" �� �t �c 1/4'-14 x 1 1/4" 14 x 3/4" TYPE A O2 7 4 2 1 Ay plc �r ��� < > s Fastener #1E Shoulder TEK 2 5/16' Hex Washer Head 1/8" x 0.337" Pop Rivet 5/16" Hex Washer Head w/ s/8" O.D. washer JA o ¢ �<51. o Fastener #4 1/4-14 x 7/8" 1/4'-14 x 1 1/4" (1) 7 ..._ _ =i i - Strap rap i I (4) Per Panel FASTENER �#6�#6 FASTENER #17 FASTENER #18B - c, o o _ --- --- ^ ---- - BattenLok Panel +M!:E) B i 5 6 (at Inside. Closure) a U o NS560A r g IF dRoof Panel UD/DL NS560A NS5608 Or a, NS560B Or --- 12-24 x 1 1/4" TEK 4.5 12-14 x 1" Driller „ 14 x 1 1/2 TYPE A 9 it• 2 Tri-Bead Tape Sealant HW-504 O e a NS560C a NS560C Fastener #4 -'_..HIgt1 Eave Plate 5 16" Hex Washer Head j 5/8' O.D. Washer 5/16" Hex Washer Head w/ 5/8" O.D. Washer 5/16 Hex Washer Head "• tl: Gutter Clip HW-2991 3 » ' Gutter m x o m o x 1/4-14 x 7/8" HW-7610 Fastener #1 w/ w/ 5/8 O.D. Washer ;,• Snow Load <= 20# at 48 O.C. Snow Load > 20# of 24" O.C. Gutter Clip Support O o a a at 12 O.C. 1/4"-14 x 1" FASTENER 96A FASTENER #17A FASTENER #24 1r.................. r ..................: o o 0 0 0 Gutter Tri-Bead 10 I j itSealant :I It dInside Metal Closure HW-426 Gutter Face 1/4-14 7/8 Lap T k :T BFL10 TapeHW-5 04 QFastener #1E Eave Channel 3 i 6 Fastener #1 " » Standard Locations 32 32 32 32 Finished Floor Finished Floor Eave. Cover_. Fastener 24 # „ 8-18 x 5/8 SD 12-14 x1 1/4 Locs. for 20# (t) Snow Load „ 16 » 16 „ 76 16 " 7 Fastener 4 0 # 8 BFL1060Driller (1) Per Panel 12_14 x 1 1%4" TEK 4.5 5/16" Hex Washer Head 10" ^ BFU063 5/16" Hex Washer Head 1/4"-8 x 5/8" ®Fastener #4 Fixed Eave Floatin Eave 12" BFL]066 Artisan Soffit w15/8" O.D. Washer Nibbed Driller at 12' O.C. Gutter Support Clips are installed 0 2'-8' on centers inside Gutter between front--- " FASTENER #12A FASTENER #17B FASTENER #32 g Gutter Support Clip and rear leg flanges. Gutter support .clips are insfalled' @ 1'-4" on centers for snow i - __-_.---- --- - -- - - 9„ = BFL318 loads of 20# or greater. DO NOT attach Gutter Support Clips to the back leg of the Fastener #14 „ 1/8 x Section B 10" = BFL319 t0 Gutter Q Gutter. Attach gutter rear leg flange to the roof panel as required. Align Gutter Support Clips with the HW-2994 Gutter Clips under roof panel high rib. Pap Riveett 1 12 O.C. (See Erection Drawings for Marks) Large Downspout Elevation 1 1/4" Eave Canopy Projection „ Eave 10" Deep Gutter Support Clip 1. A Downspout Strap is required at all Downspout Splices. Em Cano . Low Eave Detail 12-14 x 1 1/2" Driller 14 x 1 1/2" TYPE AS 10 Deep p Gutter -Fixed BattenLok/SuperLok-(Midwest) 2. One lece Downs out on ail Buildin Eave Hei hts p P 9 9 BL Roof -Hi h C i -Gutter-Artisan Soffff 9 P 12 x 1 Pancake 5/16" Hex Washer Head Long Life 16" Ultra-Dek/Double-Lok Low or High System (Mid -West) Of 20-0 or less (Metallic) Self Driller w/ 5/8" O.D. Washer 5 He W her Head w 5 roar .7. NS0550 NS0557 INS0560 INS0665G INS0823A REVISIONS a NOTE: {{ti{(Sp,Ateeepeeep,•t!••"•,q" I. These drawings are intended to depict general installation of items described above. Some items may have been omitted for clarity of resentation. Consult g / NO. DATE DESCRIPTION BY CK'D p g O O y y p your erection manual or additional S-Sheets far further guidelines and/or clarifications. tudard Det � ATTENTION INSTALLER: In the event that a discrepancy or error arises with materials shipped for this project or these construction drawings, the installer must noti the manufacturer prior to correctin . If manufacturer is not notified manufacturer wi A 4/10/06 FOR CONST. PERMIT/APPROVAL P Y PP P 1 9 fy P 9 f1 , E 7-7-Db RBY, CDP CDNSTl PEfLMrf" K I< _r"M Customer. HALE -MILLS CONSTRUCTION End User. CITY OF LA PORTE Location: LA PORTE, TX Dot By Chk By Date Scale Building ID Job Number Street Number Issue 4/tOJos N.T.S. 228664 NS-4 d FASTENER #33 FASTENER #44L FASTENER #228 Note: Refer to Technical Installation Manuals for Po Rivet Downspout P Strop(Typ.) NP•) the installation of the roof panels at the ridge. Fastener #4 (r , rs Column Flange lot By Metal 7 E] Back Gutter Shape May Vary Building F . BFL675 (4) Per Panel Downspout MFR.Fosiener g 6A Ben t To 14 x 1 1/4" TYPE AB 1/4"-34 x 7/8" (TYP') i2-i4 z 11j4" Tek 5 SelfOrli w �i Mi '' G tter Overhang Long Life 5/16' Hex Washer Head 5/8" O.D. Washer Long Life Lap TEK 5/16' Hex Washer Head 1 1/8" O.D. Washer 10 x 1/2" Grommet Washer Tri-Bead Tape Sealant „ „ „ PBR Panel „ PBA Pane Masonry Wall Column flame a �; o o : c o.: W o ml r ;oa , 2 i Wew w/ w/ _.----- HW-504 - - - 1� Outside Metal Closure ,t HW-44D Downspout to Wall Attachment Back Le Special Spacer Trim g Column Flange �� - "' Anchors Tab t =' ' Front Pigspout FASTENER 43 FASTENER fk46 FASTENER # NW399 Back Up Plate HW-7.766 Not ey Metal Mudding Field 6Lt k WdJ.th -� - O (BFL786) Bend Down v12W W Tri-Bead Fastener 6A Gutter . Bevel 1/4"-14 x T 1/4" 1/4"-14 x 5/8" 1 Rubber Grommet Tape Sealant p HW-504 12-14 x 1 1/4" 7ek 5 Self Drill _ Top Of All Fasteners AreDownspoutDownspout . Driller 5/f6"-Hex Washer Head Long Life Type El 5/16" 'Hex Washer Head #6 x 1/4 Hex Head w/ Washer Fastener #17 Mason Wall � Column Flange #14, 1/8" x 3/16" Pop Rivet w/ 1 1/8" O.D. Washer w/ Seating Washer (5) Per Panel Wif11_SpaCer With SDUCel Field Cut and Fetd Pap Rival (Typ.) Tabs Downspout BendInt Depth Gu ter Overhang,. FASTENER #43L FASTENER #66 Doter 7" Expansion Ridge Flashing 2 Sym.. BFL675 Downspout Strap Spacing' . 10=0 O.C. Maximum Downspout to Eove Gutter Affachmenf Gutter — Downspout Attachment Detail . t. Refer to the building erection drawings for the location and spacing of the 12 Roof Panel Canopy or downspouts. If the spacing is not known, call customer service. i 1/4"-14 x 1 1/4" 14 x 3/4' I Downspout Downspout Strop Iorfset Locate all downspouts over a major rib if possible. 3. Make p cardboard template of the downspout shape. Place the template on the Long Life Driller 5/16" Hex Washer Head w/ 1 1/8" O.D. Washer Type AB Long Life 5/16" Hex Washer Head w/ 5/8" O.D. Washer o a - - - ` — ^ - Lop Pop Rivet (TyP.) Pap Rival Y (�/� Splice (it Regd) bottom of the gutter and trace the outline. Remove the template and draw a line from comer to comer, forming an "X" pattern. 4. Drill •a hole at the center of the "X". Using tin snips, cut along the lines of the X only. Do not cut along the outside lines of the downspout square. Downspout Cano Return p BFL a py ( ) FASTENER #44 FASTENER #226 Peak Purlin . Downspout strap 5. Bend each triangular, tab down toward the round, 90 degrees to the bottom of the utter. g g g 9 Projection 6. Position the top of the downspout the Make four tabs „ 1 -4 Blanket Insulation Downspout w/ Kick oat Downspout wf Kfckout under gutter. sure all gutter are on the inside of the downspout. 7. install (1) fastener 1/8" 3/16" Pop Rivet the downspout the #14, x through into 1/4"-14 x 7/8" Finish Floor gutter. tabs. Only the two sides and the front of the downspout will receive Lop TEK fasteners. Eave Canopy Downspobf Detail 5/16" Hex Washer Head 3/16" x 9/16" Batten Lok/SuperLok Roof Ex pansion_ Ridge Detail Downspout Detail w/ 1 1/8" O.D. Washer Closed End Rivet NS0823B NS0916A NyS9 NS9A' NS9B Note: a er to technical installation Manuals tor t — the installation of the roof panels at the ridge. ALL BOLTS SHOWN ARE i 1/2" X 1' A307 BOLTS W/0 WASHERS l Expansion Ridge Flashing PURLIN BFL675 DETAIL 'C^ Fastener #4 PURLIN -I SC-96 1/4"-14 x 7/8' CLIP La Tek At 6" O,C. c4 Per Panel DETAIL "C^ e � N ZONE PURLIN `•, -- DETAIL "B" CLIP PURLN J PURLIN I o a � V ZONE PURLIN c CUP i DETAIL iL "g^ 0 o DETAIL "A" STRUT PURLIN J SO-46 CP 1 i EAVE STRUT PURLIN ; Roof Panel EDGE ZONE AS PER DESIGN DETAIL "A" i 1 + i EDGE ZONE PURLIN LAYOUT BattenLok Superl-ok Roof Expansion Ridge Detail~ 4�'` Al NS0916 NS48-6 ,. ' ,.. " -s .: r _ NOTE: REVISIONS w 1. These drawings are intended to depict general installation of item(s) described above. Some item(s) may have been omitted for clarity of presentation. Consult your erection manual.,or additional S-Sheets for further guidelines and/or clarifications. NO. DATE DESCRIPTION By CKb A 4f10f06 FOR CONSL PERMIT/APPROVAL ::•„ }pp� Stu dard ®Q t I ATTENTION INSTALLER: In the event that a discrepancy or error arises with materials shipped for this project or these construction drawings, the installer must notify the manufacturer prior to correcting. If manufacturer is not notified, manufacturer wi IS 1-04 W-V Fva Ars'r. A&Y17 OSD t E ' 7-7.6b REV, FOR. e6NSr, PE'2M17' K Customer. HALE -MILLS CONSTRUCTION OF LA FORTE ( , End User: CITY PORTE, TX Location: LA 4 Det. By Chk By Date Scale Building ID Job Number Sheet Number Issua Via 10s N.T.S. 228664 NS-5 t 0 Plate Column _ L 0 V1111 /2110 x 1 " A307 Bolt w/o Washer Hot Roll or Built Up Connection Flange Braci NS0006G Rafter u� Y 6 N Field Bend Cold Form Connection Self -drilling fasteners are designed to drill the material and top the hole. Material thickness is an important consideration when determining the proper point diameter. The point diameter is described as the point TYPE. Paint types Are as follows: TYPE 1: Light gauge application TYPE 2: Medium light gouge application TYPE 3: Medium gauge application TYPE 4: Medium heavy gauge application TYPE 5: Heavy gauge application The, point diameter allows the threads to tap into the material without excessive force which can break the shank, or very low force which can easily strip -out the material during seating torque: Each point type has a specific FLUTEIen.gth which allows the chip to escape from the hole during the drilling operation. Depending on the application, some drill screws require a special PILOTsection. The pilot section is the area that is unthreaded on the drill point. The pilot area is important to the performance of the fastener. The reason for the pilot area is so that the drilling of the hole is completed before the threads engage. If the threads engage before the drilling is completed, the drill point will have a tendency to burn because the threads Will force the point into the material Material Thickness: Drilling Point Capabilities .500 .312 :250 ,110 ,098 Point Tvoe: Type 1 Type 2 Type 3 Type 4 Type 5 Light Duty Medium Duty Medium Duty Heavy Duty Heavy Duty #10 (.035-.090 #6 ,(.035-.098) #8 (.100-.140) #12 (.145-.312 #12 (.250-.500 #12 (.035-.090 #8 (.035-.100 #10 (.110-.175 1/4" (035-.090)#10 (.090-A I #12 (.090-.210 P18 (.035-.098 #12 (.050=.14 1/4" (.110-.25 0111111wal _nrilli The length of the tip required on a drilling fastener is determined by adding the Example: thickness of the top material, any insulation or void between the, top material and bottom material, and the thickness of the bottom material. If a hole larger than tf Diameter Length Head Type Material Finish screw thread has been pre -drilled or punched into the top material, only the thickness of the bottom material need be considered. (The threaded portion of the shank must be long enough to extend into and' through the bottom material drilled NS0010A Shop T Overff Field Ben Gutter B Overflow Slot Gutter Lap Detail inin Ridge Tie - t I - f Peak Purlins #12-14 x 1-1 4 T e 3 HWH, Self-Drillin ,Carbon Steel, .uu05 Minimum Zinc Plate y J L 1" x n x 1Not4ga (KBA-XXXX) / YR 9 Eave Strut O1V "' fOf-^^^^ Typical Unless Noted At Strut Purlin At Ridge Threads Point Fastener Type Eave Strut Per Inch Fastener #lB 1/4"-1. x r�z 1-1/4". Driller Top Material to be Drille w�o Washer Length Void or Insulation Total Thickness Purlin to be Drilled Eave bottom Material to be Drille Strut Knock -In Bridging Point (KBA-XXXX) (Long Pilot) - L 1" x 1" x 14 Ga. Diameter W(LKBB_XXXX) " x 1" x 14 Go. (KBB-XXXX) �_ M I I Low Side Eave Strut High Side .Eave Strut Step 1 Step 2 Predrilled Hole Diameter Larger than Screw threads Insert Tab Bend Tab Into Slot 90 Degrees Head Threads Drilled or Punch' =Insulation. Type Per Inch Void or Bend Line Bottom Materil Note: The bridging must be inserted into the pre -punched slot in the purlin,. as shown, and the tab bent side ways for Total Thickness proper Installation. The process must be complete for to be Drilled the bridging to function as designed. Self Drilling Fastener TerminologyKnock-In Bridging Installation Drilling Tip Length Determination (For Roof Slopes 112 Or Above) NS0007 INS0007B INS0059A NOTE: 1. These drawings are intended to depict general installation of Rem(s) described above. Some item(s) may have been omitted for clarity of presentation. Consult your erection manual or additional S-Sheets for further guidelines and/or clarifications. ATTENTION INSTALLER: In the event that a discrepancy or error arises with materials shipped for this project or these construction drawings, the installer must notify the manufacturer• prior to correcting. If manufacturer is not notified, manufacturer wi Ridge Line lof 12 I 12 pe��� ���SR (3) Fos ener # 1 B - - 1/4"- 14 k 1 1/4" Drille --------------------- ---------------------- , I W P, Riidge Tie Pre -Set to L W P. Lne Up with Bottom Ridge Tie of Purlin DEPTH FLANGE PROFILE GAGE LEFT RIGHT COUNTER 3 3 C 4 G G` - 1 Depth Code Profile Code Left4-Right End Punch 8 = 8" C = Cee NP = No Holes 10 = 10" Gage Code G = Simple 12= 12" 2= 12 ga. = S Multi Holes Flange Code 3 = 13 go. Counter 3 = 3 1/2" 4 = 14 ga. A numerical part 6 = 16 ga. number from 1 to 999 ZEES DEPTH FLANGE PROFILE GAGE LEFT RIGHT COUNTER 3 3 Z 4 G G - 1 Gage Code Counts 8 = 8" 2 = 12 go. A numerical part 10 = 10" 3 = 13 go, number from 1 to 999 12 12" 4= 14 go. 6 = 16 ga. Flange Code 2 = 2 1/2" Left / Right End Punch 3 = 3 1/2" NP = No Holes (once) G = Simple Profile Code S = Multi Holes Z = Zee L = Long X = Extra Long U = Super Lap Y = Simple Span STRUTS .EAVE DEPTH FLANGE PROFILE GAGE LEFT RIGHT COUNTER SLOPE 8 .3 EL 4 H H - 1 A Depth Code 8=8„ 10 = 10" 12 = 12" Flange Code 3=33/8" 5=41/2"ors" Profile Code EL = Eave Low Ridge Tie Installation EH = Eave High NS0059B NS0067A m N m U Roof slope 8" Purlin 10" Purlin 12" Purlin 1/2 RT-08 A RT-10 A RT-12 A 1 RT-08 B RT-10 B RT-12 B 2 RT-08 C RT-10 C RT-12 C 3. RT-08 D RT-10 D RT-12 D 4 RT-08 E RT-10 E RT-12 E EAVE GUTTER (BFL760) 601d Formed Steel Components Held Strength = 57.0 K.S.I. (Typ.) (14) POP RIVETS Section Name D Dimensions I B1 I B21 Up Ga. I Area Member I Ix Pro erties ly I Sx eff Shape Y 61 L D X L ' 082Z6 8 21s .23a 1 .911 16 0,822 7.759 I.o811 1.747 082Z4 8 21a 2%1 930 14 0,976 9.1,77 1.289 2,137 082Z3 8 218 23e .956 13 1.185 11.095 1,577 2,724 082Z2 8 21s 22% .990 12 1.463 13.624.1.967.3.347 102Z4 .10 21s 23a .930 14 1,116 15.642 1.290. 2.858 102Z3 10 21a 2pa .956 13 1.355 18.933 1578.3.727 102Z2 1 10 218. 23e .990 12 1.673 23.285 1.965. 4:586 103Z4 10 31a 33a .930 1.256 19.094 3 0 7 2.907 103Z3 10 31a 33a .956. 13. 1.525 23,112 3,759 3.933 103Z2 .10 .3b 3% .990 12 1.883W28.4274.681 4.932i�l123Z4 12 3h 3% ,930. 14 1.396 3.470 123Z3 12 3h 33a .956 13 1.6954,733123Z2 12 31s 33a .990 12 2.093 6.374 082136 8 2 2h ..773 16 0.822 7.791 0.675 1.668 Y IBI L D X083C2 L B2 082C4 8 21s 212 .800 14 0,976 9.210 0.800 2.049 082132. 8 212t3h,7173. 12 1.463 13.649 1,196 3.412 G8306 8 312 16 0,940 9,652 .1.523 1.712 083C4 8 3 14 . 1.116 11.411 1.808 2251 8 312 12 1.673 16. 22i 2.712 3,574 103C2 10 3 12 1,883 28.456 2.912 4.861 123C2 12 3h 12 2.093 43.758 3.0711 6.293 083EL6 8 33 5 1.088 161 1.058 10:936.2.902 .1.890 D Y l X ? 083EL4 8 3 JR 5 1.114 14 1.256 12.924 3.440 2.499 083EL2 8 33 5 1,200 12 1.883 19.143 5.142 4.001 103EL4 10 3 R 5 1.114 14 1,396 21.670 3.697 3,161 103EL2 10 33 5 1.200 12 2.093 32.195 5.537 5.458 123E14 12 3 5 1,114 14 1.536 33.201 3,907 3.815 123EL2 12 33 5 1.200 12 2.303 49'422 5.855 7.067 (2) SEALD (5TU E Gage Code Counter 2 = 12 ga. A numerical part 4 = 14 ga. number from 1 to 999 6= 16 go, Slope Code Left / Right End Punch A = 1/2:12 NP = No Holes (once) B = 1:12- H = Simple C = 2:12 M = Old Multi Holes D = 3:12 J = New Multi Holes E = 4:12 RAKE TRIM (BFL764) (7) POP RIVETS - - 7BEADS EWS NOTE: 2" MIN, LAPNOTE: 2" MIN. LAP LOW SIDE EAVE TRIM (BFL772) HIGH SIDE EAVE TRIM (BFL768) (7) POP RIVETS (2) BEADS NBE (2) BEADS TUBE (3) STITCH SCREWS SEAL (13") SEAL (19") (5) POP RIVETS NOTE: 2" MIN. LAP NOTE: 2" MIN. LAP VISIONS _ ' (ffi7 '•..� „ [tiwPt� �ri -�- a d ,� d rDetai,y `Z 0hose �P. 1 DESCRIPTION BY CK'D rEP_Mrr~ KK °no Customer. HALE -MILLS CONSTRUCTION End User: CITY OF LA PORT Location: LA PORT , TX. _ Det. By Chk By Date Scale N.T.S. Building ID A,B,C&D Job Number 0104-228664 Sheet Number NS-6 Issue z to } 4" I BFL286-122 Fastener # 24 1 1 4" G 2" BFL285-122 ° BFL287-122 8-18 x 5//8" / utter 6--- Nlbbed Self Drill Artisan 4" BFL286-122 �` Urethane Sealant Roof Member 55 Saw Clt In I 6" BFL287-122 Counter Flash.Maw Cry In * �_______________ BFL570 Panel pacer F, f�P kdµe 1P Masonry Wall * oun er I Masonry Wall jjj��� •� ; ; � cod Note: Urethane Sealant * Sealer * Artisan panel Fold insulation back onto itself for I 'a,... ? compression, between Eave Strut and i4 roof panel, It must not be exposed Para et Rake Flash t PCounter Flash * P fostePOP R to the weather. *Sealer Fastener * Fastener # 1 Outside 8' Note Feld cut top of �— 1/8"o x 3/16" Soffit Closure P panel rib so only the Pop Rivets BFL30 1� i fl Parapet Rake Flash y ---_=--y * Fastener vertical leg of the panel at 12,1O.C. F Roof Panel I L Tri-Bead Tape Sealant remains. F a HW504 Parapet Rake Cleat 6 Fastener # 1 I -- = Parapet Rake Cleat BFL290-122 Pop Rivets i ! at 12" O.C. BF-290-122 Fastener #1E ; d cot ge 1p� RA3Rak- 2401e I 1/4"-14 x 1 1/4" Rake Angle RA3-240 NO Re ni insulation L8x4x16 ga. I at 12" O.C. L8x4xl6 go. - 2" Tri Bead (by others) Fastener # 24 G Rake Support Fastener #1E BattenLok Tape Sealant 8- 8 x 5 8" att Wall Panel „ er �� Double Sided Tape (by Others) Angle 1/4"-14 x 1 1/4" Panel HW-504 Rake Support Angle Nib�ed_Sef Drill a .12" O.C. Roof Member �l (to be used to secure insulation.) ; -- , --------------------- - - ------------, _ I I II ; I II , I; r - - - ---------------- l ! Artisan panel l g is PanelnLok Fastener #5 * Not By Metal of tlaet i i Fastener #5 1/4"-14 x 1 1/4" Building Mfr. Fastener # 1 I Outside sip k li I 1 4"-14 x 1 1 4" Shoulder Tek 2 i 1 8"o x 3 16" PaP „ Shoulder Tek 2 / /P / Soffit Closure I II I at 24" O.C. Po Rivets BFL30 Eave Strut *Not By Metal at 24" O.C. 8„ at 12" O.C. Building Mfr. 811 Fastener 1 - - Locate the Gutter End Cop 1 1/2" from the end of the Gutter. Apply one bead of 1/8110 x 3/1611 I Tube Sealant between the End Cap surface ond.the Gutter.. Attach .the End Cap to the Pop Rivets l Gutter using (14) 1/B" Pop Rivets. Check to make sure all edges are sealed with at 12" O.C. Tube Sealant. Insert the Gutter into the Roke Trim. Align the mitered edges and attach to the Rake Trim with 1/8" Pap Rivets, Beginning Parapet' Rake at Masonry Wall Termination Parapet Rake at Masonry Wall Gutter to Rake Miter Detail Blanket Insulation Detail at Eave (BL Panel) (on Module) (BL Panel) Artisan panel Soffit Section NS0084A NS01094BINS0107A INS0108A NS0114 c 5'-0 O.C. .G E Max. E E A307 Bolts Strut Spacer SSL-10 SSL-12 ' 3341 3 3 3 Strut Purlin 34 Eave Strut A Bay DO 'o© #12 x ( See Erection Drawings ^ Section A Strut Purlin (Low Eave) #12 x 1 1/4 SD 3 Req'd) Roof Slope Trim Mar Up to 1: 12 BFL273B 2:12 8171_273C 3:12 BFL273D 4,12 BFL273E 5:12 BFL273F 6:12 BFL273G * Urethane Sealant * Tape Sealant * Counter Flash Fastener #4 At 1211 O.C. h� Tape Sealant Panel Clip '.HW-504 Roof Panel�\ 2„ Blanket (2) Fastener #1 Insulation 12-14 x 1" Fastener #17 12-14 x 1" (4 Per Panel) * Fastener at 12" O.C. Outside Metal Closure HW-440 Back—up Plate HW-7766 w * Not by Metal Building Mfg. BUSL Below Eave Tie —In High Clip - Masonry Wall Z" dtL'LtSb-7G'L 2" BFL285-122 411 I BFL2� 86-122— 411 BFL286-122 6'1 I BFL287-122 -61, i BFL287-122 * Urethane Sealant j Saw Cut In * Saw Cut In * Support Member Masonry Wall * Urethane Sealant — t Mason Wall Masonry Nc Counter Flash Sealer * Fastener #6A RAI-240 j ' I Sealer * 12-24 x 1 1/4" *Counter Flash ! Tek 4.5 Parapet Rake Flash i ; Fastener * �. Fastener * At 24 O.C. Tri-Bead Tape Sealant i Tri-Bead Tape Sealant HW504 i HW504 Parapet Rake Flash - Parapet Rake Cleat Parapet Rake Cleat Fastener #24 8-18 x 5/8" BFL290-122 Rake *le BFL290-122 Rake Angle Nibbed Self Drill Fastener #1E RA3-240 Fastener #1E 4 16 1/4"-14 x 1 1/4" L8x4x16 ga. 1/4"-14 x 1 1/41, ° L8 a 9 ' at 12" O.C. at 12" O.C. 10Rake Support Angle UltraDek/DoubleLok BattenLok Panel panel must be I Artisan Panel Artisan_ Panel Rake Support field formed. ____ AngleMISS ; -- -------------------------- - ------------ i - - - - ----- - -----, i Not By Metal Panel Splice Trim BFL572 1 1/4" 1 1/4" Fastener 14 1/8"o x 3 16" Fastener 5 l l f Building Mfr. Pop Rivets 1/4"-14 1 1/4" 1 Fastener #5 i at 12" O.C. Shoulder Tek 2 1/4"-14 x 1 1/4" at 24" O.C. *Not By Metal Shoulder Tek 2 8" Building Mfr. At 24" O.C. Note: Artisan Panel 20'-0 81, Maximum Length NS0085 I N,S0104 I NS0108 NOTE: 1. These drowings are intended to depict general installation of item(s) described above. Some item(s) may. have been: omitted for clarity of presentation. Consult your erection manual or additional S—Sheets for further guidelines and/or clarifications. ATTENTION INSTALLER: In the event that a discrepancy or error arises with materials shipped for this project or these construction drawings, the installer must notify the manufacturer prior to correcting. If manufacturer is not notified, manufacturer wi Rake at MasonryWall Termination Parapet Rake at Masonry Wall (UD & DL Panel) (Off Module) (BL Panel) NS0109A REVISIONS NS0115 if, I o - }. NO. DATE DESCRIPTION 8Y CK'D `pA� i •' Standard Details .�; 7-7-06 Fart GdNSTr PE2Mt7' rY Prp 1 Customer: HALE —MILLS CONSTRUCTION End User. cnY OF LA PORT Location: LA PORT , TX. Det. By Chk By Date Scale Building ID Job Number Sheet Number Issue N.T.S. A,B,C&D 0104-228664 NS-7 e demb . Screw tov e/bMm Canopy —®•- 8-18 x 5/8" Eave Trim Nibbed SD BFL96 ft INS0116 at 1 (FOR 8C2 1 /2 EAVE CHANNEL) Wall Panel Sheeting Angle (SA2- ) Member Fastener 12-14 x 1 1/4" At 12" O.C. Fastener #24 8-18 x 5/8" Nibbed Self Drill Panel Outside Closure Rear Eave 1 3 6 Eave a_ Sheeting 2 5 Mid m Direction a 0 4 Peak Peak 4 Sheeting o Mid 5 2 Direction M F- A Eave F FP1 NS0144 Eave Plate Low= HW-7600 High= HW-7610 WP Front Eave BattenLok / Superl-ok Sheeting Layout Fastener #1 1/4"-14 x 1" At 24" O.C. JI =i w 1 1/43 1 2" Minimum Bearing Surface Fixed Eave Plate Eave Plate low=.HW-7601 High= HW-7611 2 1/ WP 1 1/4" 1 Slot ""r I i \ Artisan Panel I �' I - z „ 1 1 /4"t Panel Cap o BFL571 N `` 1 1/4' 3 1 2" Minimum Fastener # 14 Bearing Surface 1/8 x 3/16" Fastener #5 le Extension Flush with Roof Line A = Purlin Depth + 1/4" NS0190 Main Building Purlin 12 Roof Slope L Eave Strut Steel Line Continuous Roof At Eave Strut (Low Eave) Note: Refer to erection. drawing and installation manuals supplied with this building for all roof panel and trim information. As Eave vu My I-rr 14 ga. re-"\ EPS-1?. , ed Material 12 Roof Slope Fastener #12A 12 x 1" Pancake Self Drill at 12" O.C. Eave Strut Pop Rivet 1/4"-14 x 1 1/4" As Required at 12" D.C. Floating Eave Plate Shoulder Tek 2 At 2411O.C. Eave Panel Support Detail Artisan Panel Soffit Section At Wall Eave Plate Installation NS0117 1 N'S0146 INS0256 NOTE: 1. These drawings are intended to depict general installation of items) described above. Some item(s) may hove been omitted for clarity of presentation. Consult your erection manual or additional S-Sheets for further guidelines and/or clarifications. ATTENTION INSTALLER: In the event that a discrepancy or error arises with materials shipped for this project or these construction drawings, the installer must notify the manufacturer prior to correcting. If manufacturer is not notified, manufacturer wi Eave Strut 4" Eave Channel Fastener #6A at 24" 0,1 4" Fastener #2' All fasteners shown are #24 8-18 x 5/8" Sheeting low Nibbed SD (U.N) Direction #14 x 1 1/4" Shoulder Tek 2 at 24" O.C. (Not at Purlin) Rake Support Angle - Rake Angle - Attach to Purlin - w/ #12 x 1" #2 Phillis Flat Head S.D. 3/4" Panel Clip - Attach w/ - (2) #14 x 1" Self Driller 12" Min. Roof Panel-. High Eave Fastener # 1 at 12" O.C. \-Soffit-/ -.?" Soffit BFL572 Soffit Ride Interior Zee Artisan Soffit End Lap Details NS0311 Feld Cut and Bend a 2" tall vertical leg #14 x 1 1/4" S.D. at 24" O.C. Tri-Bead Tape Sealant BFL-950 N PEA-1 BFL-115 Attach to Purlin w/ (4) #12 x 1 1/4" Self Drill ; -------- ------------- -------------- ' Masonry Purlin Anchor at 12" O.C. ® Masonry 6" to 14' ® Not by Metal Building Manufacturing See Erection Dravnngs Floating Rake Trim 2" S.S. Roof — Finishing End off Module NSO479 Rake Support Angle #14 x 1 1/4" Shoulder Tek 2 at 24" D.C. (Not at Purlin) #14 x 1 1/4" S.. 12 at 24" O.C. Rake Angle - Attach to Purlin -��- Roof Slope w/ #12 x 1" #2 Phillis Fat Head S.D. Tri-Bead Tape Sealant Panel Clip - Attach w/ Purlin (See Spacin erection (2) #14 x 1" Self Driller Dwgs, BFL-. 12" Min. - Roof Panel (2) 1/2" 1" A307 Bolt a-----------------' __—_O __-_ _ _ ___ __ @O �� i i PEA-1 c i Attach to Purlin w/ (4) #12 x 1 1/4" f a W.P. BFL-115 I Self Drill ' Masonry Masonry ® Purlin 'Anchor at 12" O.C. Size Per Dersign V ® Not by Metal Building Manufacturing See Erection Drawings (see Lrection Uwg's) """""""" ' 1— (Not by Bldg. MFG.) Floating Rake Trim Ledger Angle Detail(Wei 2" S.S. Roof — Starting End Masonry Endwall — Zee; NSO477 NSO492 LR""40- REVISIONS o �ft,-� se NO. DATE DESCRIPTION BY CK'D Standard Details lh 1 F 7-7-u b FOR e-onffiT, PERM 17" Customer: tiAILE-MILLS CONSTRUCTION End User. CITY OF LA PORT Location: LA PORT , TX. 1 Det. By Chk By Date Scale Building ID Job Number Sheet Number Issue N.T.S. AB,C&D 0104-228664 NS-8 i DJz Z H S t /') ; ' G N I z a +Oil �� ! � 1 CD < I cum W0 D CD LO o x K = o Q 1 ----- r- Q 1 I F o O r' o Q N t 1 N cn 1 1 i Q. d CD p. ro ii ( tl CD CO CD 72. o m n 0 0 a �o O 0 o S m m n T o LQ W -O rt cil ro rn 3 0 co 0 Q — g CD CD - .-1 co0 ocCD 3 = aQ 0 = r- c m r-F- aCD o m } i # 1 D Q, oo. 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