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Home My WebLink AboutLOMAX RODEO ARENA (5)�i I 25-0 i WARNINGI I Y O O `�) 9 10 11 12 13 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 251FF-0 25-0 25-0 251FF-0 25-0 WHIRLWIND STEEL ,BUILDINGS AND ITS ENGINEERS ARE -4# NOT RESPONSIBLE FOR ANY INJURY RESULTING FROM THE SKYLIGHTS FAILING FROM IMPROPER USE. m — S184R24117 SiB4R24117 S184R24117 4m S1134R24117 SiB4R24117FFFFFFI 81B4R24117 SIB4R24117 S1B41124117 S184R24117 S184R24117 S184R24717 S184R24117 E x D x p p x p x E }"r ROD }"r ROD }^r ROD }^i ROD x f±: s I X x i x I }"r ROD ( I I }'r ROD I I 1 }"s ROD I I I }"i ROD I }"r R D }"r RFill D,Ff}^r D p II tl II II II II II II II II II II x x x x }"r ROD ROD }"r }"� ROD }"i ROD x x xNFF, x }"vl RPD I I }"r R D I I }"rl RPD ( I }"s R D 11 II II II II II it II II' II II II w til x x I x i x N }"r ROD "i ROD ~ }^r ROD "i ROD O FFFFFFFFFF }"s ROD 747 }^r ROD— }^r ROD— }"i ROD— x xFF, x x O O II II II II II II II II II I) II it � }"r1 RbD I I }'r R D tI I }"rl RbD FFFFFFFFF X x x x "r r }"1 )D }"-r—ROD RO — — I I IXI I I I I Ixl I I i t Ixl I I I I Ixl I I FFFFFFFF II II II II If 11 _ }"r ROD }"r ROD }"r ROD }"i ROD x x x x }'r ROD ( I 1 }"r ROD ( I 1 }"r ROD _ I x x x x FFFFFFFFFm }"r ROD }"r ROD ^r ROD }"r ROD FFFFFFFFFF Fr x x _ x x —S1B4R24117 Y—SiB4R24117 _.r--S1BIR24117 f—S1B4R24177 TS1B4R2411I7 f—S1B4R24717 r—SiB4R24117 r—S1B4R24117—S184R24117 -- f—SiB4R24117 f-SiB4R24117 S184R24Yt7—'— ®E , y`! o' *¢� JACK H M " ROOF FRAMING PLAN %p` s (P 53 VCQ�44�5 a ow�ll�2 Lf9�3 — STEEL & CONCRETE DESiGIF� 01 NO OTHER CODE REQUIREME6[T ARE INCLUDEQ 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. DEAD LOAD: BLDG. ONLY 26 GA. ROOF —SUPER SPAN X — GALVALUME MK QTY FINISH DESCRIPTION MK QTY WIDTH HEIGHT OPENING FOR REFER TO CONTRACT FOR ADDITIONAL 0 q FOR CONSTRUCTION SV '� WHIRLWIND STEEL BUILDINGS WALLS - NONE ACCESSORY INFORMATION 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 BLDG. CODE: 1991 SBC MK QTY SKYLIGHTS CUSTOMER FROST CONSTRUCTORS, INC. 1:12 ROOF SLOPE IMPORTANCE: I.00 A 48 3'-0 X 10'-0 SKYLIGHTS LOCATION HUMBLE, TX. JOBSITE: LaPORTE, TEXAS COLLATERAL: 0.00 PSF MK QTY VENTILATORS WIND DESIGN BASED ON A DRAWN BY CHECKED BY DATE SCALE QUOTE NO. JOB N0, DWG NO. ISSUE LY OPEN BUILDING WSP UL11/12/s3 NONE 930894X.DWG 930894 VRY La ®R 1-42 25-0 25-0 j` P62R27043 (TYP U N) P84R27043 (TYP U N) P84R`27043 (TYP U N) PB4R27043 (TYP U N) PB4R27043 PB4R27043 P84R27043 PB4R27043 PB4R27043 PB4R27043 • PB4R27043 PB2R27043 1 (TYP U N) (TYP U N) (TYP U N (TYP U N) (TYPPB4 U N) (TYP U N) (TYP U N) (TYP U N) _ ___ Q I Q 4 5 6 7 8 9 10 11 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 1-4# RAKE 6 RA1503 ANGLES r--SiB4R24117 j— S164R24117 �— S164R24117 r-S184R24117 S1B4R24117 S164R24117 S164R24117 (� r � j" �—S1B4R24117 j-S1B4R24117 j-S1B4R24117 j-S1B4R24117 j-S1B4R24117 _--____,____ I \ � ( � � c 22-0 I � � I I I I X i I I X i I x I I � X i i p _ N lV _.-. � ROD -..- -�-- I "r ROD --► -�-- J "� ROD -� �- I "i ROD --► SIDE FRAMING ELEVATION COL. LINE A �� i 12 END FRAMING ELEVATION COL. LINE 1 6 RA1503 RAKE ANGLES r� - i1 1 A _ __- _ 13 12 11 10 n 180-0 IY Q 8 � i 5 4 3 2 1 Q Q 25-0 25-0 ,_ 25-0 25-0 25-0 25-0 `25-0 25-0 25-0 I Q _ 25-0 25-0 25-p 1-4z 1-4•� RAKE 6 RA1503 6 RA1503 RAKE -'j ANGLES ANGLES j—S164R24117 �--S184R24117 i—S164R24117 j—SiB4R24117 j—S1B4R24L17 l—S164R24117 j—S1B4R24117 j—S1B4R24117 r—S1B4R24117 �—SiB4R24117 rS1B4R24117 j—S164R24117 -. ( � � I - o 22-0 � � I I I x I I �\ � I I X i � � � I I x I � I x i I _ _ �--- "a ROD --.- _� I .� ROD -► _ - - _ _ �- �"� ROD -� -�-- I "i ROD -�- �,�pTE OF Td� .oF-ice) �� ACK N." MURCHISpN? SIDE FRAMING ELEVATION.._ � op.9 �9153 � .,�; coL. uNE g END FRAMING ELEVATION °Qc�ga4`•:', AE��3 COL. LINE 13 J��1�""'- �(Z�(q� REFERENCE NOTES n 51EEL & C4i l�itr'fE bLS1CN OP �-�'. 1. CABLES, RODS AND ANGLES ARE MARKED BY THEIR LENGTH USE (2) 5 8" X 1-1/2" A-325 I �� (1 tJ��D �10 QTHEft CODE RtiG2Ut+ ti�;�l IN FEET AND INCHES. ! BOLTS iF �) K-104 IS REQUIRED. AREIPJCLU��^ 2. FIELD CUT OR LAP ANGLES AS REQUIRED TO FIT. 12. FIELD SLOT GIRTS FOR BRACE RODS OR CABLES. REF. CITI �F �Q(�Q(�TE RI�IIVG f1REN/1 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. REV DATE DESCRIPTION BY CKD. 6. FIElO CUT AND SELF TAP GIRTS AT WALK DOORS. 15. FLANGE BRACES ARE MARKED BY THEIR LENGTH O II-I`j -`ib FOR CONSTRUCTION � � �/ H I R L W I N D STEEL BUILDING S 7. GIRT CLIPS ARE K-142 UNLESS NOTED. IN FEET, INCHES, &EIGHTHS. 16. PURLIN &GIRT ZAPS INDICATED BY LETTER: - 8. USE 1/2" DIAMETER BUTTON HEAD BOLTS AT FACE A = NONE B = 1'-11 7/8 C = 2'-11 7/8 OF FRAMED OPENING. D 2'- 4 3/8 E 3'- 6 5/8 F = 2'- 8 7/8 SIZE 180' X 300' X 22' E.H. COLUMN AND BEAM SEE DWG. CD-1 FOR ENDWALL DETAILS. G = 4'- 1 1/2 H = 5'- 5 7/8 10. RAKE ANGLE ATTACHES TO TOP OF PURLINS UNLESS (6 BOLTS REQUIRED FOR At.l LAPS) CUSTOMER FROST CONSTRUCTORS, INC. 1:12 ROOF SLOPE NOTED. i 11. FIELD BOLT BASE CLIPS TO ENDWALL COLUMNS & LOCATION HUMBLE, TX. JOBSITE: LoPORTE, TEXAS BOL S RFC(2)UKN204 S AR� REQUIRED. 3/4" A-325 DRAWN BY CHECKED 8Y DATE SCALE QUOiE N0. JOB N0. DWG N0. ISSUE _ WSP t t/i2/93 NONE 930894X.DWG 930894 E_2 o 2� ��2�z t-'T __• 8�1-0 DIAGONAL DIMENSION 93-108 I.-- — _ I PANEL 3008 PANE13008 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. PANEL9-5 a ' $KYLT 1007 a 1 z 5s PANEL 15-7— -12 4�5 �----�--f• SKYLT 10-7� 12 5g PANEL 15-7 12 4�5 t—+'� t ti 1}.-�-t PANEL 2906 PANEL 3007 a 1r--� � N =" = 3—t 0is •- 32-114 36 -0 SPLICE BOLT TABLE SPLICE NO SIZE DEPTH A 10 — 04 X 22 2-3 B 10 — 04 X 2Z 2-3 C 14 — 1 X 32 2-3 D 4 — 1 X 32 68 16 AT 5—Ois = 80-3 20-0 __._____- _ 1�---� i ��_ 90-0 OUT OF-STEEL.TO � BLDG 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. PURLINS: 8Z12GA. ® EXT. BAYS PURLINS: 8Z 14GA. C� INT. BAYS GIRTS: NONE REV I DATE ( bESCRIPTION O (�-I�yi3 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 INSTAIlATiON 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 AFEW-.IMPACTS OF 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 a-s-d��. P��,�piE�(O�F �r�:ad�) �TACK "`� ' a �;•• •y•MURCHlSON • ��Fe79153 ` �" � �-•j; ��0�� 57EEL & COrJCREiE DES!G�? NO OTHcR CODL REQU(Rtr.1 ARE INCLUDFU� 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 N0. JOB N0. DWG N0. ISSUE WSP ��/12/93 NONE 930894Y.DWG 930894 P—ONE � 25-0 25-0 25-0 1-42 23-72 4 4 4 2 2 2 �- -- -- 25-0 ' / \' // \� // \ ^a // I I o I ( I 7 M I i I � � I I _._ I i I I i I -_ - p !! 25-0 300-0 OUT/OUT .OF STEEL 25-0 25-0 25-0 25-0 25-0 25-0 , . 25-0 23-72 1-42 4 4 4 4 � ._._---►h-- IO 2 v Z W IW a. N 0 ( I I � I i p i I � � �' .-N q I I O � °° I " I I ' I I I I I I _ ,I I '� �- ( I I � I I I �I I � 4 _ H) 1 1 '- '- _ � 2_ 2 2 _� - 2 -- 12 REFERENCE NOTES t. ALL ANCHOR BOLTS (BY WHIRLWIND) TO HAVE NUTS AND FLAT WASHERS. 2. REPLACE NUTS AND WASHERS ON ALL ANCHOR BOLTS AFTER REMOVAL OF FOUNDATION FORMS. 3_ ALL BASE PLATES ARE AT THE SAME ELEVATION. NO PROVISIONS ARE MADE FOR GROUT. 4 4 4. 2 _ 2 2_ _ _—.2 2 2 2 �� I \ / \\ / \\ / \\ / \ / \ / `\ / i � � � I , j I ! I I I ' I I I .....ALL DRILL TGS. ARE - � 24/72 (TYP) I I , , I I � I I i i i i I ( I I I I I I I I ALL DRILLI FTGS. ARE ' � I 24/72 (YP) ' I _, r I I _� � / � t i I I , I i �I ` I i , / , / ' , ' / , I I 2 2 2--- 2--- ---- 2--= 2 -- 4 4 4 4 4 4 4 _ _ FOUNDATION Np7FS• i. DESIGN MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE �. FOLLOWING STANDARDS UNLESS OTHERWISE MODIFIED ON THIS DRAWING: ACI 318-89 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE __ ACI DETAILING MANUAL-1988--... - ...._._ _ '> MATERIALS TO BE AS FOLLOWS: CONCRETE: 3000 PSI COMPRESSIVE STRENGTH AT 28 OAYS REINFORCEMENT BARS: ASTM A615 GRADE 60 WELDED WIRE FABRIC: ASTM A185 2. REINFORCING STEEL A) MINIMUM LAP LENGTH FOR REINFORCING BARS SHALL BE: __ �S�ZE MINIMUM tAP (INCHES).: 4 12 5 76 6 25 7 36 48 8 63 B) CORNER BARS SHALL BE PROVIDED AT ALL GRADE BEAM INTERSECTIONS. C CORNER BARS SHALL BE EQUAL TO SIZE OF GRADE BEAM REINFORCING. 3. WELDED WIRE FABRIC ._... __— _ ._. ._ _. LAPS FOR WIRE FABRIC Sl1ALL 8E 2 MESH MINIMUM ON SIDES AND ENDS. 4. CONCRETE COVER CONCRETE COVER SHALL BE RPOVIDED AS PER ACI 318-89 SECTION 7.7.1 THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMEM: MINIMUM COVER, INCHES CONCRETE CASt AGNNSt ANDPERMANENiLY _ EXPOSED TO EARTH -- 3 CONCRETE EXPOSED TO EARTH OR WEATHER: /6 THROUGH ai8 BARS q 5 BAR, W31 OR D31 WIRE, AND SMALLER 1_1/y CONCRETE NOT EXPOSED TO WEATHER OR IN COMACf WftH GROUND: SLABS, WALLS, JOISTS: //14 AND +18 BARS 1-1 2 (11 BAR AND SMALLER 3 fq BEAMS, COLUMNS PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1-1/2 5. EXPANSION, CONSTRUCTION, AND CONTROL JOINtS (IF REO'D) ARE NOT SHOWN ON WHIRLWIND DRAWINGS. 6. CONTRACTOR SHALL FOLLOW RECOMMENDATIONS MADE IN THE GEOtECHNICAI INVESTICd710N FOR THE PROPOSED BUI�DING- BUILDING LOCATION: IaPORTE, 1EXA5 REPORT PREPARED BY: COASTAL TESTING LABORATORIES - REPORT NUMBER: 9309-1017 DATE OF REPORT: 9/24/93 �, — _ _ I BEAM (4 )// 7 BARS VERT. W///3 TIES ® 14" O.C. UNLESS NOTED 2 �� d I I ��. a W� m F; o N a ( X �45 � W Z 8 9 10 _ 11 12 13 _._ — _ — - - 72 � � _._ __ � -.�..- TYPICAL PIER DESIGN STEEL LINE SHOWN FOR REFERENCE ONLY e,� � �aF ANCHOR BOLT .PLAN oc�'CP••',F-1, P ,. ., 9� A � (/�/� j , �1',i �, LACK H. MURCHISONj I ; � � oOQ�O 41� 19153 ` .OJ' is ! 9p��s oovoL� �iC��Z�i 3 STEEL & COid�.:FtE��t �✓'T5iG`�.' _i°' _": NO OTHER C(:'i�=_ t-_iivir a,o �I�,:;< REF: CITY OF LaPORTE RIDING ARENA ��''��'�� ' :• � � �dlhgh4h4441�ddi`dl�'d14h44h ■ ANCHOR BOLT SCHEDULE REV DATE DESCRIPTION BY CKD. ~ SYMBOL QUANTITY SIZE LENGTH /� B C PROJ O �� 'q3 FOR CONSTRUCTION �`�iV � WHIRLWIND STEEL BUILDING S �' 156 04 m 1-9 3 i —6 3 2Z 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 N0. JOB N0. DWG N0. ISSUE ', WSP 11/12/93 NONE 930894Z.DWG 930894 f—ONE D