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HomeMy WebLinkAboutFIRE TRAINING FACILITY (4)MAN N©TESi 1. REFER TO SHEET 26 FOR STANDARD CONCRETE DETAILS AS FOLLOWS, CONCRETE C❑VERi SPLICE AND DEVELOPMENT LENGTHi CORNER DETAILS) REINFORCING AT (OPENINGS AND TYPICAL CONSTRUCTION JOINTS 2. CONTRACTOR SHALL PROVIDE A C❑NTINU❑US KEY AND WATERSTOP AT ALL JOINTS IN WALL. AND FLOOR C❑NSTRUCTI❑N, A DETAILED JOINT LAYOUT SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL 3. MAT FOUNDATION SHALL HAVE A C❑NTINUOUS PERIMETER WATERSTOP AT THE INTERFACE WITH ADJACENT PAVEMENT, REFER TO 3/SHT 9 FOR DETAIL 4. DOOR AND WINDOW FRAMES SHALL NOT BE CAST INTO CONCRETE WALL CONSTRUCTION. THE ANCHORAGE OF THE SAME SHALL BE THE RESPON- SIBILITY OF THE CONTRACTOR. IF CONTRACTOR CHOOSES TO CAST FRAMES IN PLACE, THE APPROVAL SHALL BE OBTAINED FROM THE ENGINEER PRIOR TO CONSTRUCTION 5. DIMENSI❑NS LABELED THUS (w), INDICATE PHYSICAL DIMENSION TO BE SET BY FABRICATOR 6. REFER THE SHEET 8 OF 26 FOR WINDOW AND FLOOR SCUPPER SIZES AND EXACT LOCATIONS 7, REFER TO SHEET 9 OF 26 FOR INSERT REQUIREMENTS FOR CONCRETE CEILINGS 8. SLAB REINFORCING SHOWN ON PLAN IS TYPICAL REINF❑RCING AS SHOWN THROUGHOUT SLAB. REINFORCING STEEL RUNNING NORTH AND SOUTH SHALL BE PLACED AS OUTER MATS AND REINF❑RCING STEEL RUNNING EAST AND WEST SHALL BE PLACED AS INNER MATS PLAN NOTES GENERAL N❑TESt 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE STANDARD BUILDING CODE, LATEST EDITION. 2. THE STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND PRESSURES SPECIFIED IN SECTION 1205 OF THE ABOVE STATED BUILDING CODE. 3. HE GRAVITY LOADS ARE AS FOLLOWS, SUPERIMPOSE 111DED LOADS MECHANICAL ............................. .5 PSF FINISHES...............................As REQUIRED LIVE LOADS ROOF.......................................20 PSF FLOOR ......................................125 PSF ATTIC.......................................75 PSF 4. LIVE LOAD REDUCTIONS FOR STRUCTURE ARE IN STRICT ACCORDANCE WITH THE AFOREMENTIONED CODE. 5. METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF C❑NSTRUCTI❑N. 6. ANY DISCREPANCY BETWEEN THE DIMENSIONS INDICATED ON THE STRUCTURAL AND ARCHITECTURAL CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND/OR THE STRUC- TURAL ENGINEER. 7. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS (SHEET 1 THRU 26 - RE, NOTE 11) FOR SLEEVES, CURBS, INSERTS, ETC. NOT HEREIN INDICATED. OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR DIAMETER OF 12 IN- CHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OR REIN- FORCEMENT, UNLESS NOTED OTHERWISE. THE LOCATION OF SLEEVES OR OPENINGS IN STRUCTURAL MEMBERS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. 8. GENERAL CONTRACTOR IS TO VERIFY AND COORDINATE THE SIZE AND LOCATION OF ALL PENETRATIONS THROUGH THE STRUCTURE. 9. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, ERECTOR, FABRICATOR, OR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS, SIGNIFIES HIS ACCEPTANCE OF ALL INFORMATION SHOWN HEREON AS CORRECT, AND OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS THAT MAY OCCUR HEREON. 10. ALL CODES REFERRED TO IN THESE NOTES SHALL BE UNDERSTOOD TO BE THE MOST RECENT EDITION. 11, THE STRUCTURAL DRAWINGS, SHEET 'S1' THRU 'S8', CONTAIN CER- TAIN SPECIFIC REFERENCES TO DRAWINGS SHEET '1' THRU SHEET '26', PREPARED BY BLACK & VEATCH ARCHITECTS. THESE STATED SHEETS WERE PREPARED FOR THE CITY OF LQPORTE, PROJECT #114453.100. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CAREFULLY INTEGRATE EACH SET OF DOCUMENTS INTO A COMPREHEN- SIVE CONSTRUCTION PACKAGE, AS IT RELATES TO HIS KNOWLEDGE OF THE SAME. THE CONTRACTOR SHALL REVIEW DRAWINGS CONTAINED IN THIS SET AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO C©NSTRUCTI❑N OF THE SAME, GENERAL NOTES m V) 0 0 D 0 0 i is Nt EDGE OF SLAB RAP —A" nIFT 4.. nlIT cl AC FOUNDATION and FIRST FLOOR PLANS 0" CONTRACTOR SHALL PLACE CONST JOINTS IN WALLS WITH A SPACING NOT TO EXCEED 15'-0" O.C. AND MINIMUM 2 PER WALL GREATER THAN 30'-0" IN LENGTH. RE: SHT 26 FOR DETAILS. CONTRACTOR SHALL KEEP JOINTS LINED UP BETWEEN FLOOR LIFTS. PROVIDE EXPANSION JOIINTS WHERE SHOWN -ON PLAN _$ PENDED SLAB JOINT NOTE: CONTRACTOR SHALL PROVIDE AT LEAST ONE CONSTRUCTION JOINT LOCATED NORTH TO SOUTH IN SLABS AT EACH LEVEL. RE: DET 2/SHT 11 ISSUED: 04/09/91 ISSUED FOR REVIEW 04/19/91 ISSUED FOR CONSTRUCT Q IY122�/ Get ~J00v Z CO. m X Z F� a: D Z a:z� FEIIIIIIIII CO � 0 0 W cd CARTER & BURGESS, INC: "` ENGINEERS —PLANNERS —SURVEYORS 5900 MEL40RIAL ORNE / SURE 100 / HOUSTON, TEXAS 77007 (713) 880-1502 P �THOMAS CE� ,.. 169 TE� V -/,? - 4/ The seal appearing on this document was authorized by Thomas A. Bellace, P.E. 47169. on April 19, 1991. JOB No: 915714-02 DRAWN: MAF.CAD DESIGNED: MAF CHECKED: TAB DATE: APRIL 12, 1991 SCALE: 1 /4" =1 '-O" SHEET TITLE: FOUNDATION/1 st FL PLANS SHEET: SHEET 1 of 9 SHEETS PLAN N❑TESe 1. REFER TO SHEET 26 FOR STANDARD CONCRETE DETAILS AS FOLLOWS, CONCRETE COVER) SPLICE AND DEVELOPMENT LENGTH) CORNER DETAILS) REINFORCING AT OPENINGS AND TYPICAL CONSTRUCTION JOINTS 2. REFER TO SHEET 26 FOR EXTRA CORNER REINFORCEMENT SIZE AND SPACING 3. SPLICE ALL SLAB REINFORCING 36' MINIMUM U.N.O. 4. CONTRACTOR SHALL PROVIDE A C❑NTINUOUS KEY AND WATERST❑P AT ALL JOINTS IN WALL. AND FLOOR CONSTRUCTION, A DETAILED JOINT LAYOUT SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL 5. DOOR AND WINDOW FRAMES SHALL NOT BE CAST INT❑ CONCRETE WALL CONSTRUCTION. THE ANCHORAGE OF THE SAME SHALL BE THE RESPON— SIBILITY OF THE CONTRACTOR. IF CONTRACTOR CHOOSES TO CAST FRAMES IN PLACE, THE APPROVAL SHALL BE OBTAINED FROM THE ENGINEER PRIOR TO CONSTRUCTION 6. REFER THE SHEET 8 OF 26 FOR WINDOW AND FLOOR SCUPPER SIZES AND EXACT LOCATIONS 7. REFER TO SHEET 9 OF 26 FOR INSERT REQUIREMENTS FOR CONCRETE CEILINGS 8, SLAB REINFORCING SHOWN ON PLAN IS TYPICAL REINF❑RCING AS SHOWN THROUGHOUT SLAB, REINFORCING STEEL RUNNING NORTH AND SOUTH SHALL BE PLACED AS OUTER MATS AND REINFORCING STEEL RUNNING EAST AND WEST SHALL BE PLACED AS INNER MATS I PLAN NOTES I FOUNDATION N©TESt 1. THE SUBSURFACE INFORMATION AND FOUNDATION DESIGN ARE BASED ON A REPORT PREPARED BY COASTAL TESTING LABORATORIES, INC. #8808-1004. THE CONTRACTOR SHALL PERFORM EXCAVATIONS, FOOT— ING CONSTRUCTION, AND PREPARATION OF THE SUBGRADE UNDER ALL STRUCTURES IN ACCORDANCE WITH THE RECOMMENDATIONS C❑NTAINED IN THE GE❑TECHNICAL REPORT. 2. THE MAT FOUNDATION FOR THE FIRE TRAINING BUILDINGS HAVE BEEN DESIGNED FOR THE FALLOWING ALLOWABLE SOIL BEARING PRESSURES AT A BEARING DEPTH OF APPR❑XIMATELY THREE FEET BELOW EXIS— TING GRADE. TOTALLOADS............................2400 PSF 3. THE SPREAD FOOTINGS FOR THE STARIWAY SUPPORT HAVE BEEN DE— SIGNED FOR THE FOLLOWING ALLOWABLE SOIL BEARING PRESSURES AT A BEARING DEPTH OF APPROXIMATELY TWO FEET BELOW EXISTING GRADE, TOTAL LOADS............................2000 PSF 4. EXCAVATIONS FOR SPREAD FOOTINGS AND MAT FOUNDATIONS SHALL BE CLEANED AND HAND TAMPED TO A UNIFORM SURFACE. FOOTING EXCA— VATIONS SHALL HAVE THE SIDES AND BOTTOMS TEMPORARILY LINED WITH 6 MIL VISQUEEN IF PLACEMENT OF CONCRETE DOES NOT OCCUR WITHIN 2 HOURS OF THE EXCAVATION OF THE FOOTING. 5. F❑UNDATION CONDITIONS NOTED DURING CONSTRUCTION, WHICH DIF— FER FROM THOSE DESCRIBED IN THE GE❑TECHNICAL REPORT SHALL BE REPORTED TO THE STRUCTURAL ENGINEER AND/OR THE GE❑TECHNICAL ENGINEER BEFORE FURTHER CONSTRUCTION IS ATTEMPTED. 6, GENERAL CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS PRIOR TO PLACEMENT OF CONCRETE IN THE FOOTINGS S❑ THAT HE MAY CON— TACT THE STRUCTURAL ENGINEER, 7, ALL FILL SPECIFIED IN SPECIFICATIONS AND THE GE❑TECHNICAL REPORT SHALL BE PLACED AND COMPACTED IN 9' LIFTS, 8. IF THE SUBGRADE CANNOT BE ADEQUATELY COMPACTED, THE UPPER BEARING SOIL MAY BE STABILIZED IN A MANNER THAT MEETS THE OWNER'S APPROVAL ACCORDING TO RECOMMENDATIONS C❑NTAINED IN THE GE❑TECHNICAL REPORT. 9. STRUCTURAL FILL UNDER FOUNDATION FLOOR SLABS SHALL HAVE A PLASTICITY INDEX LESS THAN 20 AND SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY. FOUNDATION NOTES SECOND FLOOR PLAN, ;E CONST SPACING O.C. AND ;EATER THAN SHT 26 OR SHALL 3ETWEEN :XPANSION N PLAN NOTE: (IDE AT N- JOINT : H IN SLABS T 2/SHT 11 SSI ISSUED: 04/09/91 ISSUED FOR REVIEW 04/19/91 ISSUED FOR CONSTRUCT Q4wU-411 66'ne►a) R8v,51'0*4 1 CARTER & BURGESS, INC: ENGINEERS —PLANNERS —SURVEYORS 5900 MEMORX DRIVE / SURE 10D / HOUSTON, TEXAS 77007 (713) 880-1502 OF rF�9 THOMAS CE* SS/O AL. The seal appearing on this document was outhorized by Thomas A. Sellace, P.E. 47169, on April 19, 1991. JOB No: 915714-02 DRAWN: MAF.CAD DESIGNED: MAF CHECKED: TAB DATE: APRIL 12, 1991 SCALE: SHEET TITLE: SECOND FLOOR PLAN SHEET: S2 SHEET 2 of 9 SHEETS 9 PLAN-- NOTES i 1. REFER TO SHEET 26 FOR STANDARD CONCRETE DETAILS AS F❑LLOWS+ CONCRETE COVER] SPLICE AND DEVELOPMENT LENGTHI CORNER DETAILS3 REINFORCING AT OPENINGS AND TYPICAL CONSTRUCTION JOINTS 2. REFER TO SHEET 26 FOR EXTRA CORNER REINF❑RCEMENT SIZE AND SPACING 3. SPLICE ALL SLAB REINF❑RCING 36' MINIMUM U.N.O. 4, CONTRACTOR SHALL PROVIDE A CONTINUOUS KEY AND WATERST❑P AT ALL JOINTS IN WALL AND FLOOR CONSTRUCTION. A DETAILED JOINT LAYOUT SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL 5. DOOR AND WINDOW FRAMES SHALL NOT BE CAST INT❑ CONCRETE WALL -CONSTRUCTION, THE ANCHORAGE OF THE SAME SHALL BE THE RESPON- SIBILITY OF THE CONTRACTOR. IF CONTRACTOR CHOOSES TO CAST FRAMES IN PLACE, THE APPROVAL SHALL BE OBTAINED FROM THE ENGINEER PRIOR TO CONSTRUCTION 6. REFER THE SHEET 8 OF 26 FOR WINDOW AND FLOOR SCUPPER SIZES AND EXACT LOCATIONS 7. REFER TO SHEET 9 OF 26 FOR INSERT REQUIREMENTS FOR CONCRETE CEILINGS 8. SLAB REINF❑RCING SHOWN ON PLAN IS TYPICAL REINFORCING AS SHOWN THROUGHOUT SLAB, REINFORCING STEEL RUNNING NORTH AND SOUTH SHALL BE PLACED AS OUTER MATS AND REINF❑RCING STEEL RUNNING EAST AND WEST SHALL BE PLACED AS INNER MATS PLAN NOTES i 1. CONCRETE IN THE FOLLOWING AREAS SHALL HAVE NATURAL SAND FINE AGGREGATE AND NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM C33, TYPE I PORTLAND CEMENT CONFORMING TO ASTM C150, AND SHALL HAVE THE FOLLOWING COMPRESSIVE STRENGTH (FC') AT 28DAYSi RETAINING ........................3000 PSI FOOTING ..........................3000 PSI PILASTERS........................3000 PSI COLUMNS ... ......................4000 PSI FLOOR BEAMS......................4000 PSI MAT.. .,.,.3000 PSI BEAM AND JCIIST FLOOR SYSTEMS.,.,.5000 PSI STRUCTURAL SLABS.................4000 PSI PRECAST ROOF PANELS..............4000 PSI 2. FLY ASH MAY BE USED AS A POZZ❑LAN TO REPLACE A PORTION OF THE PORTLAND CEMENT IN A CONCRETE MIX, SUBJECT TO THE APPRO- VAL OF THE STRUCTURAL ENGINEER. FLY ASH, WHEN USED, SHALL CONFORM TO ASTM C618. CONCRETE MIXES USING FLY ASH SHALL BE PROPORTIONED TO ACCOUNT FOR THE PROPERTIES OF THE SPECIFIC FLY ASH USED AND TO ACCOUNT FOR THE SPECIFIC PROPERTIES OF THE FLY ASH CONCRETE THUS RESULTING. THE RATIO OF THE AMOUNT OF THE FLY ASH TO THE TOTAL AMOUNT OF FLY ASH AND CEMENT IN THE MIX SHALL NOT EXCEED 20 PERCENT. THE USE OF FLY ASH IS AT THE OPTION OF THE GENERAL CONTRACTOR, NOT THE CONCRETE SUPPLIER AND THE ENGINEER SHALL BE NOTIFIED IN AD- VANCE IF OPTION IS TO BE USED IN MIX. 3. FLY ASH MAY NOT BE USED IN COLUMNS, BEAMS, ELEVATED SLABS AND PRECAST ROOF PANELS. IF FLY ASH IS TO BE USED IN PAT- TERNED CONCRETE, APPROVAL MUST BE RECEIVED FROM ARCHITECT. 4. DETAILING OF CONCRETE REINFORCEMENT BARS AND ACCESSORIES SHALL CONFORM TO THE RECOMMENDATIONS OF THE A.C.I. DETAILING MANUAL (ACI 315). 5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO A.C.I. 301. 6. CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS SHALL BE AS FOLLOWS, (SEE A.C,I.318 FOR CONDITIONS NOT NOTED) FOOTINGS CB©TTOM).....................3 INCHES FOOTINGS (TOP). ..................2 INCHES SIDES (BOARD FORMED)..................2 INCHES (EARTH FORMED)........................3 INCHES BOTTOM, ........................3 INCHES SUSPENDED SLABS.......................2 INCHES (T&B) COLUMNS......... .....................2 INCHES PILASTERS & PLINTHS...................2 INCHES BEAMS.................................2 INCHES WALLS.................................AS SHOWN 7. PROVIDE STANDARD BAR CHAIRS AND SPACERS AS REQUIRED TO MAIN- TAIN CONCRETE PROTECTION SPECIFIED ABOVE. 8. CONCRETE REINFORCEMENT BARS SHALL CONFORM TO ASTM A615, GRADE 60, WITH SUPPLEMENTARY REQUIREMENTS (S1), NO, 3 BARS MAY CONFORM TO ASTM A615 GRADE 40, WITH SUPPLEMENTARY RE- QUIREMENTS (S1) UNLESS NOTED OTHERWISE. THE 'N' DESIGNATION SHALL BE ACCEPTED IN LIEU OF THE 'S' DESIGNATION REQUIRE- MENT, HOWEVER OTHER REQUIREMENTS OF SUPPLEMENT S1 SHALL BE MET. REINFORCEMENT BARS SHALL NOT BE TACK WELDED, WELDED, HEATED OR CUT UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR APPROVED BY THE STRUCTURAL ENGINEER. 9. WELDING'Or REINFORCEMENT BARS, WHEN APPROVED BY THE STRUCTU- RAL ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD D1.4-79. ELECTRODES FOR SHOP AND D1,4-79 FIELD m WELDING OF REINFORCEMENT BARS SHALL CONFORM TO ASTM A233, c� CLASS E90XX, 10. REINFORCEMENT DESIGNATED AS 'CONTINUOUS' SHALL LAP 36 BAR DIAMETERS AT SPLICES UNLESS NOTED OTHERWISE. REINFORCEMENT N BAR SPLICES IN GRADE BEAMS SHALL BE LOCATED AT THE CENTER- LINE OF SUPPORTS FOR BOTTOM BARS AND AT MIDSPAN FOR TOP `- BARS. PROVIDE STANDARD A.C.I. HOOKS FOR TOP AND BOTTOM BARS AT DISCONTINU❑US ENDS OF ALL GRADE BEAMS. 11. HORIZONTAL FOOTING AND HORIZONTAL WALL REINFORCEMENT SHALL BE CONTINUOUS AND SHALL HAVE 90 DEGREE BENDS AND EXTENSION, o OR CORNER BARS OR EQUIVALENT SIZE LAPPED 36 BAR DIAMETERS, AT CORNERS AND INTERSECTIONS. II 12. HORIZONTAL JOINTS SHALL NOT BE PERMITTED IN CONCRETE CON- STRUCTION EXCEPT AS SHOWN ON THE CONTRACT DOCUMENTS. M 13. VERTICAL JOINTS IN CONCRETE CONSTRUCTION SHALL OCCUR AT CENTER OF SPANS AT LOCATIONS APPROVED BY THE STRUCTURAL o ENGINEER. U_ z M CONCRETE: ­NOTES A S6 54'-4" OUT to OUT WALLS WALL JOINI NOTE: CONTRACTOR SHALL PLACE CONST JOINTS IN WALLS WITH A SPACING 27'-0" 27►-e NOT TO EXCEED 15'-0" O.C. AND MINIMUM 2 PER WALL GREATER THAN 3'-4" 7'-4" 3'-4" 39'-0" 30'--0" IN LENGTH. RE: SHT 26 FOR DETAILS. CONTRACTOR SHALL KEEP JOINTS LINED UP BETWEEN 9" 9'-10" 6" 5'-0" 6=' 9'-8" 9" 26'-7" 9" FLOOR LIFTS. PROVIDE EXPANSION JOIINTS WHERE SHOWN ON PLAN SUSPENDED_ SLAB JOINT NOTE: 7" 1 . 9,• .,. - __ CONTRACTOR SHALL PROVIDE AT I 1 STEEL STAIR LEAST ONE CONSTRUCTION JOINT I I RE: SHT 10 LOCATED NORTH TO SOUTH IN SLABS II FOR LAYOUT AT EACH LEVEL. RE: DET 2/SHT 11 I 4 EDGE OF PRECAST � T ROOF 1 PANELS - RE: ROOF PLAN 1 S6 56 I SHEET S4 ---- -_.,.-..--- ----..--L-------_..-.----L----- .. LOto 1 to I a 1 a ++ 1! 11 0 + a. _ ___ Z ---- °- -i � --_ --- 1 ILI L - - - - - - - - I 1 I 00 1 i I I @ 1 56 ( 11 1 �n I o 11 11 r SLOPE SLOPE 1) I .....,.,..-----._......_................ ----- � -- _ J L----_........ _ I I PO I I -----... _ ..----� l- 1508T #S ST I - - - ...._.._.__--------- L 5®8T -----_ _._ ___...._...,.-------...._..... � ..._----__ . _ _ .- ----- -- - 5 58 508T BALCONY BELOW IN I I EXP JT RE: NOTE M 4 S8 Lill IIII I III I 5088 5@8B I I 00 4'-0" 10'-4" 4'-0" 4'-3" 1 1 1 I - S7 jSLOPE DN 1 I j 12'-10" I I 11-11 4'-0" I I 46 9._srr to I EXP JT 1 RE: NOTE I I EX JT „ 3 -4 1 _ 3 3 -4 1O THK CO NC SLAB 1 !1 RE: NOTE CD 1 » G T E ---O + 1 HIGH P LEV 4 I 1 rn E I I I I I S6r- � 7 LAI_ . _ - - - - - - - - - I , -I rI — — — — — — - -I , 3 4"-,0•" " '10 1 11 A--, � 4'-U' 4'-3" r_ �4 T I 1 1 __j _ _.....J �- I tt I I am do 2'-8" 9" 7'-10"9'-9" IN ,... 2 5/f 0I tqh o o I LO to 03 I ® ;t 1 :- i 'd' m I H I N o: ao + ® M M I I I o cn I I I NtCo r ® 14t I( I (I a7 I( 1 1 a. 11 ►n I I �'qt; I I rh I I -' I f �-y J lT- ---- J L_. _.,...._...._--.-------_.................... -L J � NOTE: PROVIDE 2" KEYWAY AT STAIR LANDINGS TYPICAL g., 20'-0" 4,--1„ 1�t ,4'-3" 3'--4" 7 S7 5141 1" 3'-0" 6'-4 3 10'-3 3/$" 12'-0" 54'-4" OUT to OUT WALLS THIRD' -FLOOR PLAN /SIM \-EDGE S6 OF PRECAST ROOF of ;7 PANELS - RE: ROOF PLAN Cn SHEET S4 co 5/8" 21 '-7" 22'-4" ❑A \I ISSUED: 04/09/91 ISSUED FOR REVIEW 04/19/91 ISSUED FOR CONSTRUCT ,Q 4-271-131 GCOM?AG 9,6yis,a CARTER & BURGESS, INC. ENGINEERS -PLANNERS -SURVEYORS 5900 MWORX ONE / SUITE 100 / HOUSTON, TEXAS 77007 (713) 880-1502 TROMAS ELLACE 169 .� SS;0 AL EEO\ The seal appearing on this document was authorized by Thomas A. Bellace, P.E. 47169, on April 19, 1991. JOB No: 915714-02 DRAWN: MAF.CAD DESIGNED: MAF CHECKED: TAB DATE: APRIL 12, 1991 SCALE: 1 /4" = 1'-O" SHEET TITLE: THIRD FLOOR PLAN SHEET- S3 SHEET 3 of 9 SHEETS PLAN NOTESi I. REFER TO SHEET 26 FOR STANDARD CONCRETE DETAILS AS FOLLOWS, CONCRETE COVERT SPLICE AND DEVELOPMENT LENGTH] CORNER DETAILSI REINFORCING AT OPENINGS AND TYPICAL CONSTRUCTION JOINTS 2. REFER TO SHEET 26 FOR EXTRA CORNER REINFORCEMENT SIZE AND SPACING 3. SPLICE ALL SLAB REINFORCING 36' MINIMUM U.N.O. 4. CONTRACTOR SHALL PROVIDE A CONTINUOUS KEY AND WATERSTOP AT ALL JOINTS IN WALL AND FLOOR CONSTRUCTION. A DETAILED JOINT LAYOUT SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL 5. DOOR AND WINDOW FRAMES SHALL NOT BE CAST INTO CONCRETE WALL CONSTRUCTION. THE ANCHORAGE OF THE SAME SHALL BE THE RESPON- SIBILITY OF THE CONTRACTOR. IF CONTRACTOR CHOOSES TO CAST FRAMES IN PLACE, THE APPROVAL SHALL BE OBTAINED FROM THE ENGINEER PRIOR TO CONSTRUCTION 6, REFER THE SHEET 8 OF 26 FOR WINDOW AND FLOOR SCUPPER SIZES AND EXACT LOCATIONS 7, REFER TO SHEET 9 OF 26 FOR INSERT REQUIREMENTS FOR CONCRETE CEILINGS 8. SLAB REINFORCING SHOWN ON PLAN IS TYPICAL REINFORCING AS SHOWN THROUGHOUT SLAB, REINFORCING STEEL RUNNING NORTH AND SOUTH SHALL BE PLACED AS OUTER MATS AND REINFORCING STEEL RUNNING EAST AND WEST SHALL BE PLACED AS INNER MATS 9, PRECAST PANELS ARE DESIGNED FOR IN-SERVICE CONDITIONS ONLY, CONTRACTOR SHALL BE RESPONSIBLE FOR LIFTING AND REINFORCING PANELS TO HANDLE THE ASSOCIATED STRESSES. THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS SHOWING LIFTING LUG LAYOUT, ADDL REINF AND LUG DETAILS, THESE DRAWINGS SHALL BE SUBMITTED ALONG WITH LIFT CALCS PREPARED BY A REGESTRED ENGINEER J 0 0 D 0 I 't Nt JOINTS & wATERSTO IS „ IN WALL CEINSIRUCTION__ NOTES i I. VERTICAL AND HORIZONTAL CONSTRUCTION JOINTS IN WALLS SHALL CONFORM TO REQUIREMENTS ESTABLISHED IN ACI COMMITTEE REPORT 350. 2. CONTRACTOR SHALL SUBMIT A DRAWING SHOWING ALL PROPOSED CON- STRUCTION AND EXPANSION JOINT LOCATIONS IN ALL WALL AND SLAB CONSTRUCTION, 3, ALL VERTICAL AND HORIZONTAL JOINTS IN WALLS SHALL BE KEYED AND WATERSTOPPED, 4. ALL WATERSTOPS SHALL BE CONTINUOUS BOTH VERTICALLY AND HORI- ZONTALLY AND AT ALL JOINT INTERSECTIONS, 5. ALL CONSTRUCTION JOINTS IN MAT F❑OTINGS SHALL BE KEYED. 6. ALL KEYWAYS FOR WALLS LESS THAN 9 INCHES IN THICKNESS SHALL BE 2 x 4 AND CONTINUOUS, 7. ANY CHANGES IN LOCATION, ADDITIONS OR OMISSIONS OF CON- STRUCTION JOINTS ARE SUBJECT TO APPROVAL OF ENGINEER, SEALANTS ,AND COATINGSr..IOTES! 1. JOINT SEALING COMPOUND SHALL BE EPO 405 EPDXY SEALER AS MAN- UFACTURED BY BRADCO PLASTICS, INC., HOUSTON, OR APPROVED EQUAL. 2. LIQUID CURING COMPOUND SHALL BE 'KURE--N--SEAL' BY SONNEBORN. APPLY COMPOUND ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 3, RELEASE AGENT SHALL BE NON -STAINING MINERAL OIL COMPATIBLE WITH REQUIRED FINISH TO CONCRETE. CONCRETE FINISHES„NOTESt 1.. REPAIR CONCRETE EXHIBITING HONEYCOMBS, ROCK POCKETS, RUNS, N ¢ SPALLS, OR OTHERWISE DAMAGED SURFACES WITH DRY PACK OF CEMENT GROUT, AND FINISHED FLUSH WITH ADJOINING CONCRETE SURFACES. 2. EXPOSED CORNERS SHALL BE CHAMFERED 3/4' UNLESS OTHERWISE LO SHOWN. N 3, ALL CONCRETE SLABS ON GRADE SHALL HAVE A SMOOTH TROWELED FINISH, UNLESS NOTED OTHERWISE. co 4, CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT FINISHED \ SURFACES FROM STAINS OR ABRASION. FRESH ,CONCRETE SHALL BE n THOROUGHLY PROTECTED FROM, HEAVY- RAIN, FLOWING' WATER AND MECHANICAL INJURY. 3 .. 7 tL __ U z MISCELLANEOUS"'NOTES 00 zo M i ca 00 1 S6 55'-4" ROOF OUT to OUT WALL JOINT NOTE: 0" CONTRACTOR SHALL PLACE CONST JOINTS IN WALLS WITH A SPACING 54'-4" OUT to OUT WALLS 1' 27'-On 28'--4" NOT TO EXCEED 15'-0" O.C. AND MINIMUM 2 PER WALL GREATER THAN 30'-0" IN LENGTH. RE: SHT 26 23'-3" 3'-O" 9" 9`-10" 10'-0" 8'_g" FOR DETAILS. CONTRACTOR SHALL KEEP JOINTS LINED UP BETWEEN FLOOR LIFTS. PROVIDE EXPANSION JOIINTS WHERE SHOWN ON PLAN SUSPENDED SLAB JOINT NOTE: CONTRACTOR SHALL PROVIDE AT I STEEL STAIR LEAST ONE CONSTRUCTION JOINT I I I RE: SHEET 10 LOCATED NORTH TO SOUTH IN SLABS FOR LAYOUT AT EACH LEVEL. RE: DET 2/SHT 11 I 4 7 I I S6 16 I TYP OVERHANG 0 i .....---------._ _- -- -- - - - - - - - - - - - - --- ------_-- I I1 ---- I I I I® BEARING - - - - to 1 I I I (+20'-0") (+20'-(f I I N + 1 1 .+. I I I I I.5®8T I I #5®8T I I #508TI I 10 ^ RP1 a- F^ RE: 8/SHT 16 I I I I S6 I l 1 1 i I #508B I I Ln I I • I. -I( 00 ® w I I ----------------� $C8 xfi'-0n ADDL tn z I I N �• 1 I II II #5@8T&B TYP I I I ( ^ I ! I (OUTER MATS) HtIF/ I 1 iiii 1 10" K PRECAST CONCRETE PANEPANELI RIDGE=+5 '-0" I I I I I I I I I Io I 00 I I I I S7 I I N co ® PANEL JT II I I SLOPE ,._. - _ .....,....,.. ..._....-............ - -------I------- I - - _ f - - - - - . _ _. _ I I ---1-- Q r EXP JT 1 I ,� I I I ..I = cn � �RE: NOTE I I 508Tx6 —0 _____________ BEARING BEARING I - �' 0 —' Q 0 I� I ' l . _ _ - .. _-------� I ADDL ( _ _.. _ _ . - (+ 5'--2 5/16") 3 _ (+2 '-2 5/16") I I \ It 3 I I r _ � r r I I I I I I EXP JT Ss EXP JT I o 0 I I I I I I RE: NOTE I I RE: NOTE II Izo -Up n I I oam22—d6-02'"41 C 2'j-Q- o e� Ix I cr) °' o I I I CL 4TSQ ROOF HATCH I I I I I I I I I I I II I N °0 ILOI I I ! I u� --3 L_ _.............._. RP4 RP6 � � r- • 10" THK CONC SLAB I I L C �-Z ..--_Z____ ,�, L0 FIN ROOFE = 5 '-0" CL - - T I -1 37 RIDGE +30' - 0" [ I PANEL o I I I I I I I[ I I I JOINT SC�STx 6'- p„ ADDL - - - ----1-... ......................... _ - T - -- -�- - - - _......,.. _ I II r-------I------ _ ......�..._,....,. _ _ _. .t._------ I I Q ------------------•--------�-----1 0 BEARING a. a BEARING I I � Nil [� — I I F (+28'-0 5/16") (+28'-0 5/16")LO ! ^\ co In ® PROVIDE 3-#6x5'-0" 6 I ( 1 RE: 9/SHT 16 I I � to CI TYPICAL T&B S8 i Izo FOR TYPE OPNG REINF I _ _ _ _ _ RP7 FRP91 I i N bo "'- I- 0 I + I I � I I � I i uO 4 S6 C�- a _. 7 CL 48"SQ ROOF HATCH I I 10 co BEARING BEARING S6 17 I (+20'-0" (+20'••-•0") I I zo - - - - - - - - - - _ _ _ _ - .�...,.,..,......................._..,._....,..,.... _ _ J v N 4 S7 PANIEL JT I I `--- PANEL JT 9" 10'-3 3/8" 11 5/8" 3'-0" 4'—pn 3'-0" 4'—Y' 4'—V' 11'-6" 4'-0" 4'—pn 4'-0" 4'-10" 10'-0" 20'-0" 12'-0" 22'-4" 54'-4,' OUT to OUT WALLS 55.'.-4'_'. ROOF PLAN' : , 1' Fi ISSUED: 04/09/91 ISSUED FOR REVIEW 04/19/91 ISSUED FOR CONSTRUCT & 4-22-31 661JceAL fEvs5ty l b" L*""._Z-.J CARTER. & BURGESS, INC. ENGINEERS —PLANNERS —SURVEYORS 5800 MEMORIAL DRIVE / §Urm 1Up / HOUST'DN. TEXAS 77007 (713) Sao-1502 The seal appearing on this document was authorized by Thomas A. Bellace, P.E. 47169, on April 19. 1991. JOB No: 915714-02 DRAWN: MAF.CAD DESIGNED: MAF CHECKED: TAB DATE: APRIL 12, 1991 SCALE: 1 /47 =1 '-0" SHEET TITLE: ROOF PLAN SHEET: S4 SHEET 4 of 9 SHEETS f> M90-LT E f*B 1. REFER TO SHEET 26 FOR STANDARD CONCRETE DETAILS AS FOLLOWS, CONCRETE COVER) SPLICE AND DEVELOPMENT LENGTH) CORNER DETAILS) REINFORCING AT OPENINGS AND TYPICAL CONSTRUCTION JOINTS 2, CONTRACTOR SHALL COORDINATE REQUIREMENTS FOR WATERSTOPPED JOINTS IN WALL AND FLOOR CONSTRUCTION WITH THE CITY OF LaPORTE, AND SUBMIT JOINT LAYOUT TO ENGINEER FOR REVIEW AND APPROVAL 3, MAT FOUNDATION SHALL HAVE A CONTINUOUS PERIMETER FACE WITH ADJACENT PAVEMENT, REFER TO DETAIL 3/SHT 9 FOR LOCATION 4. DOOR AND WINDOW FRAMES SHALL NOT BE CAST INTO CONCRETE WALL CONSTRUCTION, THE ANCHORAGE OF THE SAME SHALL BE THE RESPON- SIBILITY OF THE CONTRACTOR. IF CONTRACTOR CHOOSES TO CAST FRAMES IN PLACE, THE APPROVAL SHALL BE OBTAINED FROM OWNER PRIOR TO CONSTRUCTION 5. PRECAST PANELS ARE DESIGNED FOR IN-SERVICE CONDITIONS ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR LIFTING AND "REINFORCING PANELS TO HANDLE THE ASSOCIATED STRESSES, THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS SHOWING LIFTING LUG LAYOUT, ADDL REINF AND LUG DETAILS, THESE DRAWINGS SHALL BE SUBMITTED ALONG WITH LIFT CALCS PREPARED BY A REGESTRED ENGINEER Lt- Z WEL I 30" #4016 - 15" 1-#5 CONT 1' -0" 1 9" O 0 Z � a Z III M o. PLAN NOTES TYPICAL PRECAST ROOF PANELS RE: PLAN FOR REINF 1 1? HAIRPINS 0 EA CONN 24" \--•10" REINF CONC SLAB ��_#g THREADED LENTON COUPLERS 0 24" O.C. SPACE BETWEEN REINF (TOTAL LENGTH 42" PER SET) ,8 HORIZ VERT (HOOK 36" FLOOR SLAB) #408 VERT --#408 HORIZ #508 DOWELS 4ErL 24" 508 T&B (HK TOP STD 99 TYP) 16 T&B -................. q 04 COMPACTED FILL -' #5 TIES 0 16 cn 3#5 CONT m 6 MIL WP MEMBRANE 2,-p,* 40 TYP 0 v_ � WALL SECTION IBHWALL1/041591 Scale. 3/4"=1'-{3" • 62'-0" ROOF OUT to OUT 21'-0" 20'-0" 3'-0" 15'-0" 3`--0" 3'-0" 14'-0" 3'-U' 3'-O" 15'-d' 8'_07 i 4'-0" 1 9'-0„ S5 I +30'•-0" U I I +30'-0" I I I BEARING I I n BEARING I I 1. I I eHP� 11 II II II S9 I I � _ I +34 -11 311 C I I T.o.C. I I c-----_-_-_-_ I —+34'-11 I w 3/16" I _ .... _ � T.O.C. _ I I TYP ROOF PANEL CONK I I I RE: 8/SHT 16 I I — — . _. — .. — —�� [1 I [ II I I II I II } I e�2 I I I 4 I I I I 16 I 0 Z � II - II �-- I I I I 544T&13 OUTER MATS ( I I +30'-0" II II II II +30'-0" I I I BEARING 11 a I I I I I I BEARING I I I � _ _ _ I ROOF PLAN 62'-0" FOUNDATION OUT to OUT 1' Q" 60'-0" WALLS OUT to OUT 14'-0" 3,-4., 13'--0" 31-4„ 1 S5 +20'-10 1 /2- c`1 $ CV En M 1 WALL JOINT NOTE. 55 CONTRACTOR SHALL PLACE CONST JOINTS IN WALLS WITH A SPACING NOT TO EXCEED 15'-O" O.C. AND MINIMUM 2 PER WALL GREATER THAN 30'-0" IN LENGTH. RE: SHT 26 FOR DETAILS. CONTRACTOR SHALL KEEP JOINTS LINED UP BETWEEN FLOOR LIFTS. PROVIDE EXPANSION MINTS WHERE SHOWN ON PLAN -^l,� PENDEI) SLAB_ J01NT_� NOTE: CONTRACTOR SHALL PROVIDE AT 1 p" , ' LEAST ONE CONSTRUCTION JOINT LOCATED NORTH TO SOUTH IN SLABS 26'-4„ AT EACH LEVEL. RE: DET 2/SHT 11 +20'--10 1 /2" _.— I ---- I iiI I'! I� i tt7 18" THK CONC SLAB REINF WITH � I I #5016" T&B (RUN NORTH -SOUTH) � 4 I I AND #508" T&B (RUN EAST -WEST ON 6 MIL WP MEMBRANE OVER 1 I °° I I M _ SELECT COMPACTED STRUCTURAL FILL 1• a, I i p FIN FLR HIGH PT EL +21'-0" Cntwo I 0 16'-4" 5'-11" 6'--6" 3'-2" 3'-4" , 11'-3" I �" IU? I 6„ to 6" I Ii' I I EXP JT co ' RE: PLAN NOTE I ji, 201 *--0!' 2'-0" 8'-O" 3'-0" 3'-4" CONST J RE: 3/S T 16 - 1 S5 3,-,C 3,�p" 3,-41/ 6 0" 3'-4" 9'-8" FOUNDATION PLAN RNHOUSE FOUNDATION 'and ROOF PLANS th Q ISSUED: 04/09/91 ISSUED FOR REVIEW 04/19/91 ISSUED FOR CONSTRUCT 04/22/91 GENERAL REVISION a CARTER & BURGESS, INC. EA[GINEERS—PIANNi i?S—SUF�VEYORS 5900 M4EMORM DRNE / Sui1E 10O / HbUSrON, iEXAS 77007 (713) 880-1502 •11;Q 6 LIACE •169 •� D,�sS O NAL The seal appearing on this document was authorized by Thomas A. Bellace, P.E. 47169, on April 19, 1991. JOB No: 915714-02 DRAWN: MAF.CAD DESIGNED: MAF CHECKED: TAB DATE: APRIL 12, 1991 SCALE: 1 /4"=1'---0" SHEET TITLE: :111:11:L411IN0:1 T it SHEET: S5 SHEET 5 of 9 SHEETS Ex L a a 7 T n 10 C it c 3 CC V. c r 7w CL 2 1 /2 O HOLE NOTE: 3rd FLOOR ALSO REFERED TO AS ATTIC O EPDXY GROUT AFTER TYPICAL AT PRECAST ROOF SIDE ONLY g Z W DOWEL INSTALLATION UL3 = l � 1 � TYPICAL PRECAST � � � � 0 4016 6" ROOF PANELS 2-#5 CONT 2--#5 CONT RE: PLAN FOR == _ REINF .__ - __ - - `o EPDXY GROUT rinAFTER DOWEL#408 HORIZ E f l #408 HORIZ. o lif o mm- o o Q 3�,• U- _ _ #508 VERT °c #508 VERT THREADED LENTON `� _ - -- _ ! fE = a '� f r) > I COUPLERS 0 16" O.C. u — - lft �'EII F ?i� ; SPACE BETWEEN REINF i 12 ri z �;9 TYP SLAB REINF Z € �, TYP SLAB REIN I ! (TOTAL LENGTH 42" PER SET) E`- _ - LL- 0 o �, RE: PLAN FOR SIZE & SPACING E!(� I! • ,�� RE: PLAN FOR SIZE & SPACING - _ f' �``--3/4" CHAMFER TYP_ �I- T 4 o O ' S DOWELS 08" 36" #� f i 36" E��E 3fi 1-#5 CONT 30^ #9 THREADED LENTON 1-#5 CONT , #5 DOWELS ®8" � 1--#5 COW #5 DOWELS ®8 3 `cnt 4016 COUPLERS ® 16" O.C. !! � # SPACE BETWEEN REINF #408 HORIZ f E ' #408 HORIZ 15 15 ; (TOTAL LENGTH 42" PER SET) #408 HORIZ �. I' #4®8 HORIZ , k f ' 4„ ` 1 2-#5 CONT s yI � �, , #5®8 VERT (EXTEND #508 VERT (HOOK 36^ 508 VERT 5®8 VERT E TO 3" CLR TOP) �f EE INTO FLOOR SLAB) F, ,� (EXTEND TO 31 CLR TOP) s (EXTEND TO 3^ CLR TOP) >got 9" 911 i ! 408 HORIZ #408 HORIZ 408 HORIZ 1 ' 408 HORIZ J I' �€Ei ...� ,'! E i U- �, 1 i #5®8 VERT L- (I #508 VERT '� =d. #508 VERT 3 #508 VERT Z¢I -€ �4 Ei !`JI QCL Iyi H I, TYP SLAB REINF z TYP SLAB REINF .. `? TYP SLAB REINF z '• ; . I �, TYP SLAB REINF 1Z ly- RE: PLAN FOR SIZE & SPACING cn c RE: PLAN FOR SIZE & SPACING a: W W RE: PLAN FOR SIZE & SPACING �- � � � I++i RE: PLAN FOR SIZE & SPACING II1' S1 i 3i i u1 lilt 4 - 11 - .. �I 36" 36" 36" - i ` 36" 1-#5 CONT , I #5 DOWELS ® 8" io 1-#5 CONT '\-#52" » ; " I . � � EE DOWELS ®g' � 1-#5 coNT I' € #� DOWELS ®8 M 1 #5 coNT , , #5 DOWELS ®8 '6 r`' ,,. #408 HORIZ #408 HORIZ 3 #408 HORIZ ;'� . I #408 HORIZ NOTE: LAP ALL STEEL hQU: LAP ALL STEEL �•• �' E; LAP ALL STEEL i °��•• `' E� NOTE: LAP ALLSTEEL STEEL ' f E 6®8 VERT 48 BAR DIAMETERS 608 VERT 48 BAR DIAMETERS 6®8 VERT 48 BAR DIAMETERS TI 6®8 VERT 48 BAR DIAMETERS I (EXTEND 2'-6 AFF) BUT NOT LESS THAN j 1 (EXTEND 2'-6" AFF) BUT NOT LESS THAN f (EXTEND 2'-6" AFF) BUT NOT LESS THAN )) E (EXTEND 2'-6" AFF) BUT NOT LESS THAN 36 INCHES ,1 E, 36 INCHES �� 36 INCHESE� L 36 INCHES - -- STAIR LANDING AT SECT 4A 0 U- z a � N N LID n 7-#5 COW 1'-0 l � p1 , $ �, 9 11€I 1 f E., (� ° � � � ;: ff{fEif E �1 IfEt : � "I 3 #608 VERT #408 HORIZ d #6 DOWELS 8^EnL 12 5012 T&B (HK TOP STD 9Q' TYP) #7012 T&B � O �'' z o C' in r Lij ' •N, 7-#5 CONT 1 -0 �, �i �� ;. [ j I � 9 �l #608 VERT iE,,, € „ ! #408 HORIZ #6 DOWELS ®8"L � ^ ' II 12 i E�I 7012 T&B (HK i �� TOP STD 9Q' TYP) j #5012 T&B � O � w 0 �' � Lii ~' 7-#5 CONT 1 -0 "�' 0 vs �s a E 9 #608 VERT `��.-i #408 HORIZ #6 DOWELS ®8" x L 12" 7012 T&B (HK TOP STD 90" TYP) #5012 T&B � o z W � LL M 7-#5 — - . "---'� ,, - m ."� � -__- ._.... ....... � _ _. wwWM:wNWA .....�.. iMYNW�iMI ..._._._.,- ........_.,...�.._ v o >- 2'_0" 42" �� COMPACTED FILL #5 DOWELS 0 12" N 20^ 6 MIL WP MEMBRANE TYP -� �' 2'-0" _ 42" ^ z� COMPACTED FILL #5 TIES ® 12 04 20^ 6 MIL WP MEMBRANE TYP — 1 ci 427 `� COMPACTED FILL U #5 TIES 0 127N >- 20" 2'-0" 6 MIL WP MEMBRANE TYP &B I N a) ACTED FILL A i WALL SECTION sale: 3/4"�,�—Q"7 WALL SECTION°�Ig:/4",�—�" 414AIWALL. SECTION Scale:/4",'—Q" 1 WALL SECTION W �1�:13/C4"-, o". E WALLS4/Q42291 WALLs3/Q41391 WALLs2/042291 ALLS / 413 #608 VERT #408 HORIZ #6 DOWELS ® 8"x Lo f i 5012 T&B (HK TOP STD 90' TYP) N _ _ Y I - N 42" [� #5 TIES ® 12" .5 COMP CONT 20" 2'-0" 6 MIL WP MEMBRANE TYP ISSUED: 04/09/91 ISSUED FOR REVIEW 04/19/91 ISSUED FOR CONSTRUCT 04/22/91 GENERAL REVISION /Z7Z7CARTER & BURGESS, 'INC. ENGINEERS —PLANNERS• -SURVEYORS $900 MEMORML DRIVE / SWE 100 / HOVS 6N, i£XAS 77007 (713) 880-1502 7146 �#r ELLACE / 47169 �s/ ONAL. The seal appearing on this document Was authorized by Thomas A. Bellace, P.E. 47169, on April 19. 1991. JOB No: 915714-02 DRAWN: MAF.CAD . DESIGNED: MAF CHECKED: TAB DATE: APRIL 12, 199, SCALE: AS SHOWN SHEEP TITLE: WALL SECTIONS SHEET: ..S6 SHEET 6 of 9 SHEETS o% 0 0 L4 M 0 z TYP SLAB REINF sEL RE: PLAN z r � a01 - 0jU_ c N z _ aa- W. z w G_ a: tL' m 0 Ll- U 0 U a z _ z IL z 63 >i M r N r\1' O r II ,r r; QZ J a_ o: 1—#5 CONT #508 VERT (9" WALLS) #408 VERT (6" WALLS) (HOOK 36" INTO FLR SLAB 36" ouo v'M1 1a VIMI S 408" VERT (Ir WALLS ELEV VARIES RE: 1 /S6 FOR SLAB REINFS � , i #6 DOWELS08" I !' # 4 DOWELS®8" 2,L x, to 12 r x '4-L 12� --— = WALL SECTION ELEV VARIES — RE: 1 /S6 FOR SLAB REINF- \ or WALLS: " (6' WALLS) Scale: WALLS7/042291 6*fr VERT 9" WALLS 408r VERT �6" WALLS �N #6 DOWELS08" x L or WALLS) if =N #4 DOWELS®8" x `i (6" WALLS) 12" �J WALL SECTION-- 7 WALLS6 /042291 REINF WALL SECTION GUARD RAIL RE: ARCH SHT 14 o Z------ ! ! 0 g a_ ROOF HATCH RE: 17/SHT 20I SLAB REINF - RE: 12/S8 _ 0 N n: z N a_ Z j;! a_ Z l%. LAY Scale: 1 /27 =1'—(f TOWER2/041991 L�• NOTE: WALL REINF RE: SECT 1 /S9 FLOOR REINF RE: PLAN 1 FLOOR RE: SP FLOOR HATCH RE: SPECS - �- E DUCT ! ECH ! I {I Ij = II lI 1 [[ !! l I LADDER l l RE: SHT 20 I I I I i I _ FLUME I I. R ARCH I I I FLOOR HATCH RE: SPECS fIII [ I III - l I I I i I ! I BUILT --UP SOLID l ! MASONRY 1 //\ I I � I FIRE BRICK l — III RE: ARCH �1 I — I � 1 _ J 1 3/ _ _ ! 3 5/8" 4'-7 3 ,C RE: 1/S6 FOR REPLAN S1 SLAB REINF WALL SECT'ION TOWERI /0242291 0n TYP SLR RE: PLF 0 X o, 0 `` z TYP n a_ RE: o: 0 0 z N CL U_ Q 9,. HORIZ 36" )OWELS08" x 1� HORIZ VERT ID TO Y CLR TOP a: :LEVATION VARIES 0 Q €YP PRECAST PANELS z iE: PLAN LZ HORIZ 1—#5 CONT #5 DOWELS08" x •#408 HORIZ #608 VERT (EXTEND 2'-6" AFF) I JT o #6 DOWELSDlr x Zov 0 1; 1 L o z NOTE: RE 1 /S6 FOR I . 12" Uj SLAB REINF In ? Ejj (� - —iou-- V. COMPACTED STRUCTURAL FILL WALL SECTION, Scale: 3/47 =1'-0" WALLS5 /041591 ISSUED: 04/09/91 ISSUED FOR REVIEW 04/19/91 ISSUED FOR CONSTRUCT 04/22/91 GENERAL REVISION % CARTER &BURGESS.177007INC. / ENGINEERS —PLANNERS -SURVEYORS 5900 MEMORIAL ORNE / SUCFE 100 / HOUMN, TEXAS (713) 880--1502 i -4r vv The seal appearing on this document was authorized by Thomas A. Sellace, P.E. 4716% on April 19, 1991. JOB No: 915714-02 DRAWN: MAF.CAD DESIGNED: MAF CHECKED: TAB DATE: APRIL 12, 1991 SCALE: AS SHOWN SHEET TITLE: WALL SECTIONS 00 SHEET: S7 SHEET 7 of 9 SHEETS L WALL & JT c 6 : 4" 6 : 4" L WALL & JT CL 21 1 /00 HOLE u_ 6: /4„ 1 4 " EPDXY GROUT AFTER o a. 6 PANEL INSTALLATION a•- I I CL 2-#6 LENTON COUPLERS 032" O.C. GROUT IN 2"0 - -- HOLES TYP (28" TOTAL � CL 2--#6 LENTON COUPLERS /Ilk-- 12 ® 30 O.C. GROUT IN 2"O 1 -0 9 LENGTH PER SET) +I I I -_�""'�� HOLES TYP (28" TOTAL " _� 12 - _ 12 g � - � _ _ -� o ��.; =' -- � LENGTH PER SET) o � U_ --� Z r __ _ Z #3 HAIRPINS ® 8" r � _ - a. > c n Z = - ` . = TYPICAL T _ — - � w PRECAST � to 0 � _ -� _ -=- - ROOF PANELS m. c� a. ti_ .a 2-#5 CONT RE: PLAN FOR - o Z L13 I Y REINFORCING:1''; [ #3 HAIRPINS _-3/4 CHAMFER TYP 9- 5 CONT co I'' 3 g # I #5 CONT #508 EA WAY T&B �.G7 3 HAIRPINS ®8",�Ili� #4c�8" ! ,.olll' #4®$" 36"� # 2 8If $ =i "IIN " ;. i 8 � .„t ,� I ,€ 8" I #5 DWLSC�8" x� ,� \\-#9 THREADED LENTON u I #50T VERT � #508- VERT I " COUPLERS ® 16" O.C. I} 1 ;3 I ( #4�8" SPACE BETWEEN REINF.€' ICI ilk #408r HORIZ #408" HORIZ #508r VERT "' (TOTAL LENGTH 42" PER SET) #4®8" HORIZ , #4®8" HORIZ 2-#5 CONT #5®8 VERT (HOOK 36" INTO FLR SLAB) l'I I 12 - ROOF SECTION Scale: 3/4" =1'---0" Scale: 3/4" = 1'-0" 6ROOF SECTION Scale: 3/4" =1 C.r ROOF SECTION Scale: 3/4" =1'-O" ROOF1 /041291 9 ROOF SECTION ROOF2/041291 ROOF3/042291 ROOF4/042291 1-0 9" 3'-0" 9" 9rr 6,-U' solo (N.T.S.) r °I #4®8" HORIZ #508" VERT 11 5 8 WALL BEYOND ° o 0 d O O O O o o Z `f ! ` �"- U- L B M & COL Z Z �s g o 12" c g c ct a. Z Z #3 NOSING BAR TYP 5" Z o I Z #4016"x � a� Uj In; r 1/0 ISOLATION JT a - - - -- a -- -- -- -- -. -- I I WITH SEALANT a ' _ c� cv \ #608" VERT10 - _ T # DOWELS 08" x I I 5 � IE I o+ F " TYP SLAB REINF E 5®8 EA WAY T&B E �• T - - - - #5®8 EA WAY T&B _ RE: PLAN # - - -.. #5 EA WAY T&B -- -- - - (BEND AS SHOWN) " lL_ - 10 THK SLAB m- � 36" . 36" F [ . AT STAIR -_ W _ — 2-#5 CONT #5 ..: 36„ ". _� " � - � . DWL �8 x #5 DOWELS O8" x� iI #608" VERT __ =� #5 D LS®16"xto - INk'3-#8 CONT T&B W/#4 TIES, L!I 408" HORIZ IIL, !� .I # E #4®8" HORIZ BEAM SOFFIT INTO WALL ®18" (EXTEND HOOK REINF #6®$" VERT i #4®8" HORIZ li EIS I #608" VERT +7'-0" AFF TOP BARS STD 90) #4®8" HORIZ COLUMN BEYOND 1 1 STAIR SECTION LLANDI/042291,-0" STAIR SECTION kale: 3/4" =1'-D" FLOOR SECTION Scale 3/4"=1'-D" LBcAaLc"El/041291 : 3/4"=1'-O" STAIRI/041291 5BEAM1/041291 2 BALCONY SECTION 2'-0" _- 9" 4'-1" 5'-10" 5'-i 0" 4' 1rr 9" 9" 3'-0" l �I #4®$" HORIZ #408" HORIZ 4®8" HORIZ IN[ _ - Ln iE #5®8" VERT (PLACE o 1 TYP o I 1"TYP #5®8" VERT----___1 0 iE I'" VERT :"TYP _ - SPLICE AT 2nd FLR) ZI z -- _ TYP SLAB REINF f `-4 a' RE: PLAN cv a.' ! TYP SLAB REINF � E PLAN R TYP COL REINF g • ._ _ i I m 1-#3 NOSI G - BAR TYP SING BAR TYP _ _ _ -� _ - - -- -- _- _-_ - 1---#3 NOSING _ar - �..� got 1 -3 BAR TYP --- _ t,� iv , � #6®8" VERT r CONC WALL AT z \_ a SIM CONDITION - I to ra 36" .I #5 DOWELS 08" x 10- - -- - # ®$ HORIZ \ - _ - 'n M -A - j #608 VERT _ _ _ - o W _ �- = T EXTEND 2'-6" AFF T 4 I� _ _. _ #608 VERT o m w EXTEND 2'- AFFHORIZ r 8-#8 W/2-#4 TIES ® Ir a' PROVIDE DOWELS OF EQUAL 1-#5 CONT -v SIZE AT BOTTO RE: 1O SHT14 FOR REINF M AND STD / RE: : D/SHT14 FOR REINF RE: 11 /SHT14 FOR REINF PLAN U1 90' HOOK AT TOP #4�8" HORIZ SIZE AND SPACING SIZE AND SPACING SIZE AND SPACING CJ ! Q L� z Scale: 3/4" •=1'-O" Scale: 3/4" =1'-O" Scale: 3/4" =1'" (Y' Scale: 3/4"=1'-0'' 10 COLUMN DETAILS COL1/041291 STAIR SECTION STAIR2/042291 STAIR SECTION SiAIR3 041291 1 STAIR SECTION / STAIR4/041291. ISSUED: 04/09/91 ISSUED FOR REVIEW 04/19/91 ISSUED FOR CONSTRUCT 04/22/91 GENERAL REVISION ""' CARTER & BURGESS. INC. ENGINEERS -PLANNERS -SURVEYORS 5900 MEMORfI+,L DRn / SUM tap / HOUSTON, TEXAS 77007 (713) 880-1502 THO . EL.LACE o �.. 47189 S�ONALE� The seal appearing on this document was authorized by on April 19, 1991. JOB No: 915714--02 DRAWN: MAF.CAD DESIGNED: MAF CHECKED: TAB DATE: APRIL 12, 1991 SCALE: AS SHOWN SHEET TITLE: FLOOR ROOF SECTIONS ISSUED: 04/09/91 ISSUED FOR REVIEW 04/19/91 ISSUED FOR CONSTRUCT 04/22/91 GENERAL REVISION CARTER & BURGESS,JIN.ENGINEERS—PLANNERS—SURV5900 MEMORIAIL DRIVE / SUITE 100 / HOUMN, TEXA (713) 880-1502 " I R 4pI The seal appearing on this document was authorized by Thomas A. Sellace, P.E. 47169, on April 19, 1991. JOB No: 915714-02 DRAWN: MAF.CAD DESIGNED: MAF CHECKED: TAB DATE: APRIL 12, 1991 SCALE: AS SHOWN SHEET TITLE: WALL SECTIONS SHEET: S9 SHEET 9 of 9 SHEETS Ilk WALL & CONST JT TYPICAL CAST IN PLACE � NOTE: 3rd FLOOR ALSO REFERED TO 'AS ATTIC ROOF SLAB 6 1 /4" 6 1 /4" WALL & CONST JT TYPICAL AT PRECAST ROOF SIDE ONLY RE: PLAN FOR z REINFORCIN p:5 a CL 2-#6 LENTON COUPLERS CONT 2x4 KEYWAY TYP TYPICAL CAST 1N o CONT 2x4 KEYWAY TYP I I PLACE ROOF SLAB O, ®32" O.C. Z CL 2- 6 LENTON COUPLERS # RE: PLAN. FOR - -- -- 15 @ 32" D.C. " n REINF 1- 0 9 = CL �Y 12 12 .H 00 -= N B = J — --- - 12 CONT 1 1/2"x3" KEYWAY o44 f — `v- — —�' �= a - 2--#5 CONT o _m _ _ z i ui�- - � - 3/4" CHAMFER TYP to m #3 HAIRPINS — �. ,...r � - � { �o I 12 W — � 111 I IIN . I - f n n mm 3 i c ,, � �I���li„ ��.Idi�,lll�l: �11 ���1 II Ii li�i - i I EII� !!� � I _ _ CONT 1 1 2 x3 KEYWAY I' l I!I" j Iljyk - Ask ! IV to 4q l i ! '' 9-#5 CONT to 1I t i u 8-#5 CONT 3/4 CHAMFER TYR flI # ®Sn i1�11a, ` °Illf #4®8" I _ ._!.- 4 #3 HAIRPINS ®8" n n +20'-0" AFF - . == = -- 2 8 I {Elll;�� 8" #9 THREADED LENTON #508" VERT #5®8VERT #9 THREADED LENTON COUPLERS@ 1CO.C. ;I I I {fII' 30" #408" COUPLERS ® 16" O.C. iSPACE BETWEEN REINF #4016#4®8HORIZ#4®8" HORIZ SPACE BETWEEN REINF. (TOTAL LENGTH 42" N PER SET) (TOTAL LENGTH 42" PER SET); I { tl`III i I Ek 'Sh 15" #4@8n HORIZ #408 HORIZ 2-#5 CONT .: 2-#5 CONT #5®8 VERT (HOOK 36 #508 VERT (HOOK INTO FLOOR SLAB) [€,: t 3(V INTO FLR SLAB) , Eke 1 1 ROOF' SECTION multi Lco52A/0129 : 3/4"--°"$R00F' SECTION muIti)S�°Is:3'4"-1'-°"5ROOF SECTION multi SCaI~: /4"=1'-°"2ROOF` SECTION(mulfi)is-a '4"=1'-°" C ,92 ( ROOF3A/012992 } RODF4A/012992 ROOF38/012992 1,-Cr 9" 0 CAST -IN -PLACE ROOF SLAB RE: PLAN FOR REINF 1. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF SHORING SYSTEM N 18" 2. CONCRETE AND REINFORCING STRENGTHS SHALL BE AS SHOWN ON z #4016 6"� WALL & CONST JT THE CONTRACT DOCUMENTS TYPICAL CAST IN PLACE ROOF SLAB TYPICAL CAST IN RE: PLAN FOR PLACE ROOF SLAB I 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL CHANGES RE- 1 ,—Dn 1,- REINF RE: PLAN FOR LATED TO THIS REVISION m - #5 DWLS. a 24' 12 REINFORCING CONT 2x4 KEYWAY O.C. DRILL IN 1"� 4. LAP SPLICES SHALL HAVE A MINIMUM LENGTH OF 36 INCHES HOLES AND SET 4 CL 0o i i, W/EPDXY „ 11 li #9 THREADED LENTON o z II '� = ' COUPLERS 0 16" O.C. — 12 SPACE BETWEEN REINF _ — -� W = _ == 4 cs — — ..�--" — nCLj I ( (TOTAL LENGTH 42" PER SET) ? tiJ - - -- - T IU. ;III. 1, RE: PLAN FOR SLAB REINF — — - � C14 29 #4 DOWELS 12" x 4'-0" LG cv ...—ilk 30" �` _._...! �,...�...w.M........:. : CF)-_ L#4016J i n REINF CONC ATTIC SLAB NOTE; i ` E lair' 5 DOWELS ®8" 36" 15" �� l RE: PLAN PROVIDE POINT SHORING ll ` # (�'9 THREADED LENTON TO WALL BELOW 1 _#5 CONT COUPLERS ( 29 O.C. SPACE BETWEEN REINF T{I j it Ei'' I fdl (TOTAL LENGTH 42" PER SET) #408 HORIZ #408 HORIZ I 1 5®8 VERT EXTEND -CONT_{ i 1-#5 _ # ( ; I j, II #408 VERT (HOOK 36" TO 3" CLR TOP) 1`� INTO FLOOR SLAB) 012 Z• rROOFS4A/O ale: 3/4"=1'-0" • Scale: 3/4"=1'-0" f� f"� single) ++ ©. Scale: 1"=1'-0" Scale: N.T.S. 1 Q ROOF Sro"TION rn u I t, 1219 �7 ROOF SECTION.._ single) g I e) BHROOFI A/012992 4 R I D V E C O N N C �7 � n g I'�r) RIDCONN/012992 1 ROOF NOTES' NOTE5,012992 ISSUED: 04/09/91 ISSUED FOR REVIEW 04/19/91 ISSUED FOR CONSTRUCT 04/22/91 GENERAL REVISION 01 /29/92 GENERAL REVISION - CHANGE PRECAST ROOF TO CAST -IN -PLACE 2/6/ 92 I $J u e at A r Cori s ,4% 0 r Q O �W ZF� CO F� Z 0 cd WS Cd 03 z � ,..7— CARTER & BURGESS, INC. ENGINEERS —PLANNERS —SURVEYORS 5900 MEMOR€AL ORNE / SUITE 100 / HOUSTON. TEXAS 77007 (713) 880-1502 r�24� 92� The seal appearing on this document was authorized by Thomas A. Bellace, P.E. 47169, January 29, 1992. JOB No: 915714004 DRAWN: DRI.CAD DESIGNED: MAF CHECKED: TAB DATE: JANUARY 29, 1992 SCALE: AS SHOWN SHEET TITLE: SHEET: S:R1 SHEET 1 of 1 SHEETS