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Home My WebLink AboutLOMAX RODEO ARENA (5)1-4z 25-0 i WARNINGI SKYLIGHTS MUST NOT BE USED FOR FOOT TRAFFIC NOR SHOULD THEY SUPPORT THE UNDISTRIBUTED WEIGHT OF ANY INDIVIDUAL. ROOFING LADDERS OR 300-0 OUT/OUT STEEL 1" X 12" PLANKS MUST BE USED DURING INSTALLATION, MAINTENANCE OR REPAIR PROCEDURES. 25-0 25-0 25-0 25-0 25-0 25-0 25-0 25-0 25-0 j` P62R27043 (TYP U N) P84R27043 (TYP U N) P84R`27043 (TYP U N) PB4R27043 (TYP U N) PB4R27043 (TYP U N) P84R27043 (TYP U N) PB4R27043 (TYP U N ) P64R27043 (TYP U N) PB4R27043 (TYP U N) PB4R27043 (TYP U N) 25-0 PB4R27043 (TYP U N) 25-0 PB2R27043 (TYP U N) 1 WHIRLWIND STEEL 4,BUILDINGs AND ITS ENGINEERS ARE -41 NOT RESPONSIBLE FOR ANY INJURY RESULTING FROM THE SKYLIGHTS FAILING FROM IMPROPER USE. 77 SiB4R24117 S7841R24117 S1B4R24117 S1B4R24117 SiB4R24117 S784R24117 S1B41124117 S184R24117 SI84R24117 S184R24717 S184R24117 m E X D D x p p x p x E }"r ROD }"r ROD }^r ROD }^i ROD x I I }"r ROD ( I I }'r ROD I I 1 }"s ROD I I I }"i ROD I }"r R D }"r R D }^r tl -II II II II II II II II II II x x x x Li el IN Li }"r ROD }"r ROD }"� ROD }"i ROD x x x x }"vl RpD I I }"r R D I I }"rl RPD ( I }^s R D II II II II II it II II' II II II w til x x x x N }^r ROD "i ROD ~ }"r ROD "i ROD O }"r ROD }^r ROD— }^r ROD- }^i ROD— x O X x x o O II II II II II II II II I) II it 00 }"rl RbD I I }'r RbD }"rl RbD � � i }^r ROD.— }"1 )D }"-r-ROD RD IXI I I I i IXI I I I I IXI I I I I IXI I II II II If 11 __ }^r ROD }'r ROD }"r ROD }"i ROD x x x x }"v ROD I I ) }^r ROD ( I 1 }"s ROD ( I I }"r ROD _ I x x � x x }"r ROD }"r ROD ^r ROD }"r ROD 7 ,Y—SiB4R24117 _.r--S1BAR24117 f•—S1B4R24717 TSiB4R24117 f--S1B4R24717 = 1134R24117 ,r—S1B4R24117 �—S184R24177 --- ,,—SiB4R24117 _ f--SiB4R24117 S184R24Yt7—'-- -- -- �« a E OF rCb F t� b JACK "... H. MUf?CHtSON A ROOF FRAMING PLAN " 0. ...... ' t�CQp4 srG/S Tti��Orz`"�`' — STEEL & CONCRETE DESiGi� 0lVl NO OTHER CODE REQUIREMElJIT ARE INCLUDE REF: CITY OF LaPORTE RIDING ARENA DESIGN INFORMATION SHEETING AND TRIM WALKDOORS AND WINDOWS FRAMED OPENINGS ADDITIONAL NOTES AND ACCESSORIES REV DATE DESCRIPTION BY CKD. WHIRLWIND STEEL BUILDINGS DEAD LOAD: BLDG. ONLY 26 GA. ROOF - SUPER SPAN X - GALVALUME WALLS - NONE MK QTY FINISH DESCRIPTION MK QTY WIDTH HEIGHT OPENING FOR REFER TO CONTRACT FOR ADDITIONAL ACCESSORY INFORMATION 0 .q FOR CONSTRUCTION sv ROOF LIVE LOAD: 20.0 PSF UL-90 ROOF SYSTEM CONSTRUCTION # 167 - FRAME LIVE LOAD: 12.0 PSF 26 GA. TRIM - SIZE 180' X 300' X 22' E.H. COLUMN AND BEAM WIND LOAD: 100.0 MPH INCLUDES GUTTER &DOWNSPOUTS CUSTOMER FROST CONSTRUCTORS, INC. 1:12 ROOF SLOPE BLDG. CODE: 1991 SBC MK QTY SKYLIGHTS IMPORTANCE: 1.00 A 48 3'-0 X 10'-0 SKYLIGHTS LOCATION HUMBLE, TX. JOBSITE: LaPORTE, TEXAS ®R TE COLLATERAL: 0.00 PSF MK QTY VENTILATORS DRAWN BY 1+SP CHECKED BY1 DATE ti/12/s3 SCALE NONE QUOTE NO. 930894X.DWG JOB NO* 930894 DWG NO, ISSUE a WIND DESIGN BASED ON A ULLY OPEN BUILDING 8 NO. Q I I 4 5 6 7 y --- y T y 12 13 25-0 25-0 25-0 25-0 25-0 25-0 25-0 Q 25-0 25-0 25-0 I 1-42 25 -0, 25-0 T� I 1-41 RAKE 6 RA1503 ANGLES r--SiB4R24117 j— S164R24117 �— S164R24117 r-S164R24117 S1B4R24117 S164R24117 S164R24117 (� r r r F S1B4R24117 F S1B4R24117 F S1B4R24117 r S1B4R24117 F S1B4R24117 22-0 I I x N ROD ZI ROD �— I "i ROD --► SIDE FRAMING ELEVATION COL. LINE A t3 11 g 8 7 12 10 Q6 5 4 3 2 1 25-0 25-0 25-0 25-0 I 25-0 y 25-0 � i 25-0 25-0 25-0 � 25-0 � 25-0 � 25-0 1-4- 1 --SIB4R24117 r-S1B4R24117 r S1R4R94117 - —•••—. -II I— aIOYRL911/ 51B4R24117 S1B4R24117 I r �- _ �- S, B4R24, , I I x I i x ---- I `� ROD --► I I� ROD I SIDE FRAMING ELEVATION COL. LINE B REFERENCE NOTES 1. CABLES, RODS AND ANGLES ARE MARKED BY THEIR LENGTH IN USE (2) 5 8" X 1-1/2" A-325 FEET AND INCHES. i BOLTS IF K-104 IS REQUIRED. 2. FIELD CUT OR LAP ANGLES AS REQUIRED TO FIT. 12. FIELD SLOT GIRTS FOR BRACE RODS OR CABLES. 3. ENDWALL GIRTS AND EAVE STRUTS DO NOT LAP. 13. FIELD BOLT K-104 CLIPS TO F.O. JAMBS WITH 4. OUTSIDE FLANGES OF GIRTS TURN UP UNLESS NOTED. (2) 1/2" X 1-1/4" A-325 BOLTS. 5. FIELD LOCATE WINDOWS AND WALK DOORS. 14. FIELD CUT SHEETS FOR ALL OPENINGS. 6. FIELD CUT AND SELF TAP GIRTS AT WALK DOORS. 15. FLANGE BRACES ARE MARKED BY THEIR LENGTH 7. GIRT CLIPS ARE K-142 UNLESS NOTED. IN FEET, INCHES, & EIGHTHS. 8. USE 1/2" DIAMETER BUTTON HEAD BOLTS AT FACE 16. PURLIN & GIRT LAPS INDICATED BY LETTER: A = NONE OF FRAMED OPENING. B = 1'-11 7/8 C = 2'-11 7/8 D = 2'— 4 3/8 E 3'— 9. SEE DWG. CD-1 FOR ENDWALL DETAILS. 6 5/8 F = 2'— 8 7/8 G = 4'— 1 1/2 H = 5'— 5 7/8 10. RAKE ANGLE ATTACHES TO TOP OF PURLINS UNLESS (6 BOLTS REQUIRED FOR ALL LAPS) NOTED. 11. FIELD BOLT BASE CLIPS TO ENDWALL COLUMNS & CORNER COLUMNS USE (2 5/8" X 1-3/4" A-325 BOLTS IF (2) K-204'S AR � REQUIRED. -41 AN KE 6 RA1503 S184R24117 r S,B4R24117 F S1B4R24117 I o I x i — I ^ i ROD END FRAMING ELEVATION COL. LINE 1 180 -0 6 RA1503 RAKE ANGLES 6 RA1503 RAKE ANGLES ® pTE OF Td� ACK•N., MllRCHISpNk 9 Is1s3 COL. LINE 13 C oAAL DE REQUHRE OWED llr PrQ pun NO OTHER COL ARE INCLUDE , REF: CITY OF LaPORTE RIDING ARENA REV DATE DESCRIPTION BY CKD. RLW D „_►� qs FOR CONSTRUCTION v � WHIIND STEEL BUILDINGS SIZE 180' X 300' X 22' E.H. COLUMN AND BEAM CUSTOMER FROST CONSTRUCTORS, INC. 1:12 ROOF SLOPE LOCATION HUMBLE, TX. JOBSITE: LoPORTE, TEXAS DRAWN BY CHECKED 8Y DI : I CALE QUOTE N0. JOB N0. DWG N671 ISSUE WSP 11/12/93 NONE 930894X.DWG 930894 E_2 0 21 �21 �44 NOR 811-0 DIAGONAL DIMENSION 93-10' I+--- PANEL 3008 PANEL 3008 REFERENCE NOTES 1. PURLINS LAP AS SHOWN ON SHEET E1 (6 BOLTS REQUIRED FOR LAPS). 2. SIDEWALL GIRTS DO NOT LAP. 3. OUTSIDE FLANGES OF GIRTS TURN UP UNLESS NOTED. 4. ROOF MEMBER SCREWS ARE AT 12" O.C_ SAVE END LAP AND PEAK SCREWS ARE AS SHOWN. 5. WALL MEMBER SCREWS ARE AT 6" O.C. AT THE BASE MEMBER AND 12" O.C. AT ALL REMAINING MEMBERS. 6. ROOF STITCH SCREWS ARE AT EACH MEMBER AND TWO BETWEEN MEMBERS. (20" MAX. SPACING). 7. WALL STITCH SCREWS ARE AT EACH MEMBER AND ONE BETWEEN MEMBERS (42" MAX. SPACING). 8. SKYLIGHT STITCH SCREWS ARE AT 6" O.C. PANEL 9-5 a 53 3 $KYLT 1007 a 1 z 5s PANEL 15-7— -12 4�5 �----�--� mm L124'j LT 10-71 12 5$ PANEL 15-7 5 t—+ �} t 11 1}1 6 PANEL2906 PANEL 30071 1r--N 32-114 36 —0 SPLICE BOLT TABLE SPLICE NO SIZE DEPTH A 10 — 04 X 22 2-3 B 10 — 04 X 212 2-3 C 14 — 1 X 32 2-3 D j 4— 1 X 32 68 16 AT 5—Ois = 80-3 20-0 14-- I 90-0 OUT OF, STEEL TO (L BLDG _ —►I I 180-0 OUT/OUT OF STEEL CROSS SECTION COLUMN LINES 1-13 ALL STRUCTURAL A325 BOLTS WITH HEAVY HEX NUTS FOR THE RIGID FRAME ARE TO BE INSTALLED USING THE TURN — OF —THE —NUT METHOD OUTLINED IN THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' IN THE AISC MANUAL. i PURLINS: 8Z12GA. ® EXT. BAYS PURLINS: 8Z 14GA. @ INT. BAYS GIRTS: NONE REV I DATE ( DESCRIPTION 0 11-11-13 FOR CONSTRUCTION TURN —OF —THE —NUT METHOD CONNECTIONS FOR RIGID FRAMES MUST BE PROPERLY PRE —TENSIONED. THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS DATED NOVEMBER 13, 1985 (FUTURE REFERENCES IN THIS SECTION TO BE CALLED THE CODE) RECOGNIZES FOUR METHODS TO PROPERLY TIGHTEN THE BOLTS — "TURN —OF —THE —NUT", CALIBRATED WRENCH, ALTERNATE DESIGN BOLTS, AND DIRECT TENSION INDICATOR. ALL OF THESE METHODS REQUIRE SPECIAL BOLTS AND/OR EQUIPMENT TO INSTALL, EXCEPT THE TURN —OF —THE —NUT METHOD. THIS IS WHY WHIRLWIND SPECIFIES THIS METHOD FOR BOLT INSTALLATION. ACCORDING TO PARAGRAPH 7(C) OF THE CODE, WASHERS ARE NOT REQUIRED TO BE INSTALLED. EXCERPTS FROM THE CODE FOR INSTALLATION COME FROM PARAGRAPH 8(D): "BOLTS.SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTION AND BROUGHT TO A SNUG —TIGHT CONDITION. SNUG —TIGHT IS DEFINED AS THE TIGHTNESS THAT EXISTS WHEN THE PLIES OF THE JOINT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEWIMPACTSOF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. SNUG TIGHTENING SHALL PROGRESS SYSTEMATICALLY FROM THE MOST RIGID PART OF THE CONNECTION TO THE FREE EDGES, AND THEN THE BOLTS OF THE CONNECTION SHALL BE RETIGHTENED IN A SIMILAR SYSTEMATIC MANNER AS NECESSARY UNTIL ALL BOLTS ARE SIMULTANEOUSLY SNUG TIGHT AND THE CONNECTION IS FULLY COMPACTED. FOLLOWING THIS INITIAL OPERATION ALL BOLTS IN THE CONNECTION SHALL BE TIGHTENED FURTHER BY THE APPLICABLE AMOUNT OF ROTATION SPECIFIED IN TABLE 5..." .." _ TABLE 5. NUT ROTATION FROM SNUG —TIGHT CONDITION BOLT LENGTH (UNDER SIDE OF HEAD TO END OF BOLT) UP TO AND INCLUDING 4 DIAMETERS 1/3 TURN OVER 4 DIAMETERS BUT NOT EXCEEDING 8 DIAMETERS 1/2 TURN OVER 8 DIAMETERS BUT NOT EXCEEDING 12 DIAMETERS 2/3 TURN Pg�ZpiE�(O�F b 9Nf T4CK �a .y.....c ISO ddP��Fss�i 1T ti� �-r Olt AL STEEL & CONCRETE DES!GN NO OTHER CODE REQUIRtIw ARE INCLui)EQ REF: CITY OF LaPORTE RIDING ARENA BY CKD. WHIRLWIND STEEL BUILDINGS SIZE 180' X 300' X 22' E.H. COLUMN AND BEAM CUSTOMER FROST CONSTRUCTORS, INC. 1:12 ROOF SLOPE LOCATION HUMBLE, TX. JOBSITE: LaPORTE, TEXAS DRAWN BY CHECKED BY DATE SCALE QUOTE NO. JOB NO. DWG NO. ISSUE WSP 11/12/93 NONE 930894Y.DWG 930894 P—ONE 0 m 1 300-0 OUT/OUT.OF STEEL 25-0 25-0 25-0 25-0 111;,25-0 25-0 25-0 25-0 25-0 25-0 25-0 1-42 23-72 L rj.-B FOUNDATION NOTES, q 4 4 4 4 4 4 23-72 1-42 i. DESIGN FOLLOWINGFTSTANDARDS UIALS AND N LESS OTHERSHIP W,SEL MODIFIEDRONWTHHSTDRAWING: 4 4 4 .4 4 ACT 318-89 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE Z _.. .— _. Z .._. Z ..... 2 2 -._ 2 Z -_. _..- - ---2 2 Z 2 ..__... _ MATERIALS CLDET LI NG U TO BE FOLLOWS CONCRETE: 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS REINFORCEMENT BARS: ASTM A615 GRADE 60 ( / ^`* -- •— -- -- _— —_ -- � WELDED WIRE FABRIC: ASTM A185 2. REINFORCING STEEL A) MINIMUM LAP LENGTH FOR REINFORCING BARS SHALL BE: SIZE MINIMUM tAP (INCHES)to .: Q to/ `� \� / \\ / \\ , \\ / \\ \ // \ 8 25 7 M \ \ ( 8 36 63 B) CORNER BARS SHALL BE PROVIDED AT ALL GRADE REAM INTERSECTIONS. ` ( I O CORNER BARS SHALL BE EQUAL TO SIZE OF GRADE BEAM REINFORCING. 3. WELDED WIRE FABRIC _. LAPS FOR WIRE FABRIC STALL BE 2 MESH MINIMUM ON SIDES AND ENDS. I / 4. CONCRETE COVER CONCRETE COVER L BE RPOVIDED AS THE FOLLOWING MINIMUM CONCRETE OVERPER SHALL IBE15-89 PROVIDED SECTION FOR 7 7 i i I I REINFORCEMENT: MINIMUM COVER, INCHES ALL DRILL TGS. ARE _. _. CONCRETE CAST AGAINST AND PERMANENTLY -._. EXPOSED TO EARTH 3 24/72 (TYP) I f ( CONCRETE EXPOSED TO EARTH OR WEATHER: p /6 THROUGH #18 BARS 2 .-. O ( 5 BAR. W31 OR D31 WIRE, AND SMALLER 1-1/2 CONCRETE v CONTACT WITH NOT GROUND: EXPOSED TO WEATHER OR IN z ( SLABS. AND +18 JOISTS: 1-1/2 J = (11 BAR AND SMALLER 3f4 W pPRIMARY REINFORCEMENT, TIES, ( y.BEAMS, COLUMNS ., i � Tn ( v ( SDRRUPS, SPIRALS 1-1/2 O ' t� 5. EXPANSION, CONSTRUCTION, AND CONTROL JOINTS (IF REQ'D) ARE F- 00 I I O I NOT SHOWN ON WHIRLWIND DRAWINGS. i O i ( 6. CONTRACTOR SHALL FOLLOW RECOMMENDATIONS MADE IN THE GEOTECHNICAL BUILDING LOCATION: LOPORTE, TEXAS O INVESTIGATION FOR THE PROPOSED BUILDING - REPORT PREPARED BY: COASTAL TESTING LABORATORIES REPORT NUMBER: 9309-1017 q I � I I DATE OF REPORT: 9/24/93 O00 GD ALL DRILL FTGS. ARE I 24/72 ( YP - - _ LJ Lnc? i — "' BEAM 4 )# 7 BARS VERT. W/#3 TIES 0 147 O.C. UNLESS NOTED L I vo 2 2 2 2— 2— 2 -- 2 --- 2 -- I--- 2 — -- — ' FTC. o 4 2 — --- 2— 2 J w� 4 4 4 4 4 4 4 4 4 4 4 4 -.--NC0 N t �2 %45° 00 W 5 6 10 11 12 13 L=72- TYPICAL PIER DESIGN STEEL LINE SHOWN FOR REFERENCE ONLY oaeud�Rti ANCHOR BOLT .PLAN .s �P�F oy ,.E}3 ACLK H. MURCHISON / 9a I I �QPA9p p;1� 19153 ro..�y ��•. //////�/ REFERENCE NOTES NOTES L STEEL & COidCR1E E DFS!C,N! 1. ALL ANCHOR BOLTS (BY WHIRLWIND) TO HAVE NUTS AND FLAT WASHERS. 2. REPLACE NUTS AND WASHERS ON ALL ANCHOR BOLTS AFTER NO OTHER CODE f `t tv:r - REF: CITY OF LaPORTE RIDING ARENA &REA''LU= REMOVAL OF FOUNDATION FORMS. ANCHOR BOLT SCHEDULE REV DATE DESCRIPTION BY CKD. i 3_ ALL BASE PLATES ARE AT THE SAME ELEVATION. SYMBOL QUANTITY SIZE LENGTH A B C PROJ O �I 'q3 FOR CONSTRUCTION WHIRLWIND STEEL BUILDINGS NO PROVISIONS ARE MADE FOR GROUT. + 156 04 m 1-9 3 i -6 3 21 SIZE 180' X 300' X 22' E.H. COLUMN AND BEAM ANCHOR BOLT DETAIL Al c III CUSTOMER FROST CONSTRUCTORS, INC. 1:12 ROOF SLOPE LOCATION HUMBLE, TX. JOBSITE: LaPORTE, TEXAS DRAWN BY CHECKED BY DATE SCALE QUOTE NO. JOB NO. DWG NO. ISSUE B WSP 1 V12/93 NONE 930894Z.DWG 930894 F— . D