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HomeMy WebLinkAboutPLANS BATCH 02 - PAGES 11-200 Z 0 Y Q TOP CHORD ROD CLVIS ROD NUT WASHERS BARC42 BAR JOIST TIE PLATE 3 16 3- 2 DIA. ASSY. DIA. A 82 BAR JOIST ENDWALL ROOF BEAM EP6487 3 16 3- 2 3 16 3 3 16 3 - P BAR JOIST 5/8" 3/4" 095277 095278 1/2" 095032 5/8" 095231 095133 095165 020821 095298 095165 020821 \ / ENDWALL ROOF BEAM - 7/8" 095279 3/4" 095235 095264 095948 020822 1" 0952BO COTTER PIN 7/8" 095237 095264 095948 020822 I \ P 3 16 3 16 TYP. 1 1/8" 1 1/4" 095281 095282 tx/ 3 16 16 I 3 16 4 16 4 � NUT r \ / I I CLVIS A WASHER III I 471 CONNECTING STEEL B WASHER CLIP 700014 -0 SLOT \-C II BRACE ROD I 0 0 o (BEVEL WASHER) ROOFER LL EN ABEAM SEE DET. 44/82 FOR 0 - - INTERIOR BRACE ROD CONN. COLUMN CLEVIS PIN ENDWALL USE (4) 3/4" X 2" TENSION BRACE ROD ENDWALL POST CONTROL BOLTS AND HEAVY HEX. NUTS ENDWALL POST SECTION 6002 DETAIL 41 DETAIL 42 DE AIL 43 DETAIL 44 DETAIL 45 TOP CHORD 3 16 TOP CHORD 3 16 2. 5 TIE PLATE 3 16 5 EP6487 BAR JOIST BAR JOIST TIE PLATE 3 16 EP6487 3 16 3- 3- 2 2 3 16 2 USE ( 4) 3/4"X 2 1/4" A325 BAR JOIST PLATE 7 (543135) TENSION CONTROL BOLTS EAVE STRUT 80 BAR JOIST 3 16 3/ 53 52 ROOF ROD TYP 1 4 2 3 16 3<TYP, 82 82 BEAM [SIDEWALL (TYP.) 1 4 2 ®� 3 1 -1 2 TYP ANGLE �® 3 1 2-1 2 700193-030-0 16 4 CLIP (700014) 3 SEE 44/82 FOR SEE DETAIL 88/84 JLBRACE ROD CONN. o FOR BOX STRUT CONN. USE (2) 5/8"X 1 1/2" A325T 53 HI-STR" BOLTS (097281) & HEAVY HEX. NUTS (095233) W/ 82 GJR2581 T FOR CLVIS CONNECTION SEE DETAIL 4 g2 (TYP.) I (4) WASHERS (095946) WIND S�TRUT 1 4 3-1 2 703119 3 6 3 1 3-1 2 TYP 4 IIINTERMEDIATE 36 3 INTERIOR SIDEWALL COLUMN MINIMUM INTERIOR \\ COLUMN SIDEWALL TOTAL COLUMN 3 16 4 PLATE EA. JOIST 371764 3 16 4 GG0456 SIDEWALL COLUMN SEC ION SECTION 4-L SEE 82 FOR USE BRACE4ROD CONN. TENSIOBN CONTROL2B0 TS DETAIL 46 DETAIL 47 DE AIL 48 DETAIL 49 DETAIL 50 BAR JOIST SE (4) 5/8"X 1 1/2" A325T I—STR. BOLTS (097281) & END BAY INTM. BAY PLATE PLATE EAVY HEX. NUTS (095233) 700110 WIND STRUT WIND STRUT ff.FRAME WITH PLATE BAR JOIST ROOF BEAM 3 16 8 BOTH SIDESOF JOIST 3 16 g BOTH SIDES OF JOIST b BRACE ROD 3 16 3 : THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS > 4�. SEE CLVIS DET. 44/82 REQUIRED USE (2) 2" A3o7 BY FIELD INSPECTORS THAT ROOF BEAM BOLTS & EX HEX NUTS. (SUPPLIER) BOTTOM CHORD I � � MAY BE NECESSARY IN ORDER TO CLIP 700103 AREAS A & 100, W/WASHERS OVER SLOTS IN OF BAR JOIST BOTTOM CHORD I� ACE ROD COMPLY WITH ALL APPLICABLE CODES, FG9298 AREAS B & C JOIST (095946) OF BAR JOIST USE ( 2) 5/8"X 2" A325 TENSION CONTROL BOLTS DETAIL 51 DETAIL 52 TAIL 53 DETAIL 54 DETAIL 55 I_ BRACED BAY BAR JOIST BEAM FOR BAR —JOIST TOP CHORD SW COL. BAR JOIST TO EW ROOF BEAM 1 8 OR E.W. SEE DET. 51/82 POST BAR JOIST FRAME BAR JOIST \\ USE/ 3/4 (A307�2)BOL S AND / \ HEX NUTS BY SUPPLIER ROOF / \ GIRT 1 8 BEAM e / \\ GIRT 1 8 1 8 \\ J Qoa ---- BROOFEAM // Ld FLANGE BRACE FLANGE BRACE 3 16 2 in CLIP 700114 SIDEWALL -_ F S OR - CLIP 700103 ENDWALL --- SIDEWALL COL. I GABLE ANGLE (DO NOT ATTACH INTERM. 1'-10 1/2" 10 1/2" END SECTION AT PAVE STRUT) FIELD DRILL DIMENSION Y DIMENSION Y FIELD DRILL BAY BAY GIRT IF REQD. T GIRT IF REQD. USE (2) 5/8"X 2 1/4" A325 USE ( 4) 1/2" X 2" A325T FRAME TENSION CONTROL BOLTS BOLT ASSEMBLIES (097465) USE (2) 1/2" X 2" A325T E.W ROOF BEAM WASHER (095133) AS REQ'D USE (6) 1/2" X 2" A325T BOLT ASSEMBLIES (097465) BOLT ASSEMBLIES (097465) DETAIL 56 DETAIL 57 DE AIL 58 DETAIL 59 DETAIL 60 LI LICENSE NUMB RA47919 REVISION NO. I REVISION N0. 2 REVISION NO. 3 REVISION NO. 4 p p T 2 BUTLER lJ l L�LSIUfllll 11 ri BUILDER: PROJECT.• BUILDING DESCRIPTION: DRAWING TITLE CAD TECH: BLAIR DATE DATE• DATE.. DATE.• FLORIDA BLDG CODE 2001 STRUCTURAL DETAILS CHECKED By'DATE 7/z1/o3 ENG'R BY: S. THOMAS LEAD TECH: JACKSON CONSTRUCTION BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B BLDGS A, B & C CAD CAD TECH: CAD TECH: CAD TECH: TECH: 111 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ AREA 100 & 200 DRAWING NUMBER REV. ND. EXECUTIVEDRIVE REGIONAL DC # 7 0 3 8 AEROSOL CHECKED BY. CHECKED BY: CHECKED BY. CHECKED BY. FDF02-W*MDET-82 KC, MO 64121 PHONE 8 245 6000 00 M 0 0 0 28" DEEP ROOF BEAM BAR JOIST USE (2) 3/4" X N USE (2) 3/4" X 2" A307 BAR JOIST 2" (A307) BOLTS BOLTS AND NUTS (SUPPLIER) & HEX NUTS BY E.W. POST SUPPLIER ----q GIRTS INTERM. / ---- — 4FS ro�iCOLUMN SIDEWALL 3" NOTCH FLANGE Z GIRT 3 16 3 3�3 I 8" CLIP 3 16 3 C)OW2 w 8" C GIRT USE (4) 3/4 x 2 1/2 A325 N��FS3 o BACK-UP ------------ ----------- I TENSION CONTROL BOLTS W/HVY HEX NUTS 3 16 3 � � � 543252 FLOOR CLIP (700015) 4100 SIDORALL LINE p ENDWALL I -CLIP 700114 SECTION INTERM. V-10 1/2"I 10 1/ END 9 SEE DETAIL 44/82 FOR SEE DETAIL 44/82 FOR �Y ____________ �_ _ ____________ BAY CLEVIS CONNECTION CLIP (700014) TYP• CLEVIS CONNECTION FRAM USE x 2 1/2 A325 25T FIELD LOCATE 9/16" DIA. ON CON TENSION CONTROL BOLTS W/HVY HEX NUTS USE ( 6) 1 /2" X 2" A325T HS STR4 BOLTS (097283) & USE ( 4) 1 /2" X 2" A325T HOLES TO MATCH CLIP BOLT ASSEMBLIES (097465) HEAVY HEX. NUTS (095235) BOLT ASSEMBLIES (097465) DETAIL 61 DETAIL 62 DE AIL 63 DETAIL 64 DETAIL 65 FIELD LOCATE 9/16" DIA. HOLES IN GIRT AS REQ D. ENDWALL POST USE ( 4) 1/2" X 2" A325T BOLT ASSEMBLIES (097465) 1 1/4" 1 1/2" 3" SW COL. OR41 ENDWALL POST ¢ EW FLANGE BRACE l'-2" V-4 1/2` FIE 6"' LD LOCATE SSW OR EW GIRT USE (2) 3/4" X 2" 005725 ENDWALL /� E.W. POST EW POST IN GIRT BOLTS IE HEX GIRT FLANGE j BRACE GIRT NUTSA307 NUTS (SUPPLIER) 545046-025-2 — — — GIRTS FIELD DRILL (2) 3/4" X 2" 1 9/16" DIA. # � w — — d � AS REQ D. AS REO'D. iu CLIP I I I I I $ CLI71 P 700114 L543048 CLIP iu '�543025 \ 554,3025 — —�� ENDWALL / BASE GIRT-"(t E POST L,—L— L® ®1—CHANNEL BASE GIRTS EW POST 3 4 1/2 ENDWALL — — — — — Q ti,I2 CHANNEL SECTION 1 1/2 � � " s° Z GIRT SECTION USE (4) 1/2' X 2" A325T USE (2) 1/2" X 2" A325T USE (6) 1/2" X 2" A325T / 2 1/4" 1 2" CLIP 700114 USE ( BLI X 2" A325T BOLT ASSEMBLIES (0974fi5) BOLT ASSEMBLIES (097465) BOLT ASSEMBLIES (097465) BOLT ASSEMBLIES (097465) DETAIL 66 DETAIL 67 DE AIL 68 DETAIL 69 DETAIL 70 EW USE ( 1/2" X 2" A325T BAR JOIST MEZZ. COLUMN (REQ'D.PLATE (�OR PANEL BOLT ASSEMBLIES (097465) SW COL. CANOPY STRUT BAR JOIST CLIP ATTACHMENT) 4 3/4" FIELD DRILL 3 1/4" 1 8 2 1 8 2 9 16' DIA. M ROOF CLIP 543171 BEAM I J N \ II (2) 3/4"X2" A307 BOLT & HEX. NUTS d I II (BY SUPPLIER) r0 3 16FLANGE N E� r� 3 16 (WHERE IN D CATED)5046-025-2 A 3 16 4 V� JOIST JOIST a d r7 3 16 4 CLIP 700114 NOTE BRACKET S.W. COL. FIELD LOCATE 13/16 0 GE7627 3 16 2 `1 JU II \1:�� HOLES zz07J I I ill PLATE 037610 ROOF BEAM - - J J 9 � I FLI ONLY PLATE PLATE -L - - - - - - - GG0456 ll1 1 2" A 2 1/4" 1 1/2" USE (9) 3/4" X 2 1/2" A325T SEE DETAIL N S.W. GIRT HI -STRENGTH BOLT (097284) & 3/4" HEAVY HEX. NUT (095235)(SNUG TIGHT) 44/82 FOR BRACE ROD USE X 2" A325 ON COff SECTION A -A CONN. TENSION coplgAN ALL PROPOSED WORK DETAIL 71 DETAIL 72 DE AIL 73 DETAIL 74 DETAIL 75 ARE SUBJECT ANY CORRECTIONS LD INSPECTORS THAT USE (4) 3/4 X USE ( 4) 1/2" X 1 1/4" ? MAYBE NECE SARY IN ORDER TO TOP CHORD 6 5 RIDGE BAR JOIST TYPICAL FIREWAL 2 A325 ENDWALL TENSION CONTROL ENDWALL BOLT ASSEMBLIES (097462) COMPLYWITHA LAPPLICABLECODES. TIE PLATE 13�11 EP6487 LIfi 5 ROOF BEAM BAR JOIST ROOF BEAM BOLTS POST BAR JOIST 3„ ENDWALL C GIRT ROOF BEAM � 1 4 3 `Ty EN WALL \ / USE (4) 5/8 X I 2 A325 — — — 1 4 I R F BEA� \ I / I TENSION CONTROL CLIP 543164 � ENDWALL BOLTS 1 4 4-1 2 \TYP' I I POST — — — 1 4 4-1/2 1 3 16 4 �P' 1 1/2" 6" DOOR HEADER I - CLIP BAR 700014 JOIST II o CLIP FP5323 I I DOOR POST o _ SEE DETAIL — — — — 44/82 FOR BRACE ROD USE (2) 3/4" X 2 1/2" A325T HI -STRENGTH BOLT (097284) & CONNECTION, ,3/4" HEAVY HEX. NUT (095235) CHANNEL DOOR POST TYPICAL. ENDWALL USE (4) 3/4" X 2" TENSION CONTROL BOLTS SEE DET. 44/82 FOR STRUT CLIP EU2465 USE ( BLI X 2" A325T BOLT ASSEMMBLIES (097465) SECTION & HEAVY HEX NUTS. BRACE ROD CONN. 700014 A47919 DETAIL 76 DETAIL 77 DETAIL 78 LICENSE NUMBER REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 BUILDER: PROJECT.- BUILDING DESCRIPTION. DRAWING TITLE CAD TECH: BLAIR FLORIDA BLDG CODE 2001 STRUCTURAL DETAILS CHECKED BY DATE: 7/21/03 o DATE. DATE. DATE. DATE-pUTLER ENG'R BY: S. THOMAS LEAD TECH: JACKSON II�p � rn (GONN ST RUCCCji T OO p\I BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B BLDGS A, B & C CAD TECH: CAD TECH: CAD TECH: CAD TECH: 1 1 0,3016 FORT PIERCE, FLORIDA 20 LL, 5 CL, 0 EQ AREA 100 & 200 DRAWING NUMBER REV. N0. p 0 2 — W * M D ET — 8 3 00 ml 6601 ExECUTIVE �6v IE REGIONAL DC 7 0 3 8 AEROSOL CHECKED BY. CHECKED BY. CHECKED BY. CHECKED BY., KC, MO 64120 PHONE 8 24 6000 r 24' USE ( 4 ) 1/2" X 2" A325T BOLT ASSEMBLIES (097465) BAR JOIST ENDWALL 2 /4" COLUMN EW NOTE: I N CH TOP CHORD OF BAR-JOIST3/1 FRAME EW @ AREA 100 AREA A AREA B REF DRAWING ENDWALL GIRT CLIP 6N 1'-2 EW POST C104299 FOR ADDITIONAL ADDITIONAL I LEG5DO LEG DOWN 3 16 3 If INFORMATION CLIP 54316 I I C GIRT C GIRT USE ( 8) 1/2" X 2" A325T j co BOLT ASSEMBLIES (097465) I FIELD DRILL a - - - - - - - - - - r I� Y / I MAIN FRAME ROOF BEAM I I 9/16" DIA. AS REQ D. � SAG (544045) STRAP `` t,i -_ -___ �'— CORNER POST - - I +J CLIP L Z GIRT CLIP ----- ____- 700109 CLIP - - - - 543171 - - - - - iu 700109 SIDS 097354 I ------- N 1 8 -i Ld - - E.W. POST ----®--------- —\,- —64 Q 3 N Z GIRT (8° OR 9 1/2") -J_ - I o - - - USE ( 8) 1/2' X 2" A325T FIREWALL BOLT ASSEMBLIES (097465) 3 16 / 8 Z GIRT 1 -2, CLIP 543164 GABLE ANGLE USE ( 2 ) 5/8" X 2 1/4" A325T HI -STRENGTH BOLT (097282) & 2 1/4" CLIP 543048 520007 FIELD WORK 5/8" HEAVY HEX. NUT (095233) NDWALL POST DETAIL 80 DETAIL 81 DE AIL 82 DETAIL 83 DETAIL 84 FIELDLOCATE 9/16" DIA. 3 1/4' 8 USE ( 4) 1/2" X 2" A325T HOLES IN GIRT EW � BOLT ASSEMBLIES (097465) BOX STRUT E.W. CORNER 8" Z S.W. COLUM E.W. USE (8) 3/4" X 2 1/2" A325T I GIRT FIELD CUT GIRT AS REQUIRED VALLEY I HI —STRENGTH BOLT (097284) &,,—CLIP BEAM CLIP I 3/4" HEAVY HEX. NUT (095235)543171(FS) 543171 6 IRTm 12 C GIRT­", — I 4rlAK('nDV 8" Z GIRT a ��i CLIP N — — — I CONNECTING STEEL EP9203 OR BRACE CLIP GIRT CLIPC 543164FIELD LOCATE 9/16" DIA.CLIP 5431 STUB HOLES C GIRT TO MATCH CLIP COLUMN USE (4) 3/4" X 2 1/2" A325T (ALSO SEE DET. 35/81) USE (8) 3/4"X 2 1/2" A325T AREA 100 2'-4" BLDG. 25B STRENGTH BOLT & USE (4) 1/2" X 2" A325T HI-STR. BOLTS (097284) & NUT 3/4" HEAVY HEX. NUT (095235) 3/ BOLT ASSEMBLIES (097465) HEAVY HEX. NUTS (095235) R Q, Q (SNUG TIGHT) B00 DETAIL 85 DETAIL 86 DE AIL 87 DETAIL 88 DETAIL 89 NOTE: REFER TO SPECIFIC BUILDING BRACING DRAWING FOR BRACE CLIP ROOF 543368) BEAM I ( SEE USE ( 4) 3/4" X 2 1/2" A325T HI -STRENGTH BOLT (097284) & 3/4" HEAVY HEX. NUT (095235) 1/4' 1'-1 3/4' PURLIN EXT, FU2913 ROD REQUIREMENTS. DETAIL ° CLIP FF9473 B015 ° ° 1/4" 1'-1 3/4' FOR CLIS CONNECTION III cu I SEE DETAIL I (T•P� HIP BEAM �� - - - EW RODE BEAM ROOF ROD ® (2) ANGLE CLIPS 700025 ON BM WIN USE (4) 7/8" I 20' 700024 ON ' BM POST A325T H1- — BEAM FU2912 EXTENSION FU2914 STRENGTH = _ _ a BOLT (097285) AND 3/4 CLIP ° ° a o CLIP (543397) HEAVY HEX. NUT (095237) SEE CANOPY I 7000 NS 4 FS BEAM EW ROOF BM ° CROSS SECTIONS I EW POST USE (2) 7/8" X 2 1/2" A325T FOR BRACKET BRACE HI —STRENGTH BOLT AND CODES AND BOLTS. USE (9) 3/4" X 1 1/2" 325T USE (4) 3/4" X 2 1/2" A325T USE (19) 3/4" X 2 1/2" A325T CLIP 7/8" HEAVY HEX. NUT WITH HI —STRENGTH BOLT (09728) & HI —STRENGTH BOLT (097284) & HI —STRENGTH BOLT (097284) & 700013 (2) 7/8" WASHER TO 8 3/4 HEAVY HEX. NUT (09 235) 3/4 HEAVY HEX. NUT (095235) 3/4 HEAVY HEX. NUT (095235) BACK—UP SLOTS IN CLIP D ALL LANG PROPOSED WORK DETAIL 90 DETAIL 91 DE FAIL 92 DETAIL 9 DETAIL 9 T TO ANY CORRECTIONS AR JOIST AR JOIST REQUIRED FIELD INSPECTORS THAT in ll"fpENECESSARYINORDERTO 3 1 6 WI ALL APPLICABLE CODES. W18 BEAM BAR JOIST EXTENSION ° MIN EXTENSION FU2915 I W18 BEAM ROOF ROOF 3 16 2 ® SE ONLY BEAM BEAM 3 16 2 I a a � L co BRACKET BRACKET ® ® GJ2548 GJ2548 3 16 3 3 16 3 - USE ( 2) 3/4" X 2 1/2" A325TT BAR JOIST CLIP 700024 CLIP 34163 3116V 3700024 HI -STRENGTH BOLT (097284) & NS & FS NS & FS 3/4" HEAVY HEX. NUT (095235) BEAM PLATE PLATE FU2912 SEE DETAIL 543438 SEE DETAIL GJ2549 - 44/62 FOR 44/82 FOR BRACE ROD BRACE ROD �i-•� POD BEAM EW ROOF BEAM CONN. CONN. USE ( 9) 3/4" X 2 1/2" A325T OR SPAN BEAM USE ( 9) 3/4" X 2 1/2" A325 HI -STRENGTH BOLT (097284) & HI -STRENGTH BOLT (097284) & USE (8) 5/8" X 2" A325 USE (8) 5/8" X 2" A325 3/4" HEAVY HEX. NUT (095235) 3/4" HEAVY HEX. NUT (095235 TENSION CONTROL BOLTS TENSION CONTROL BOLTS DETAIL 96 D AIL 97 DETAIL 98 DETAIL 99 STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 DETAIL 95 REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 BUTLLr� BUILDER.- PROJECT.' BUILDING DESCRIPTION: DRAWING TITLE. • CAD TECH: BLAIR FLORIDA BLDG CODE 2001 STRUCTURAL DETAILS CHECKED BY.' DATE: 7/21/03 DATE: DATE. DATE DATE (GUO�llSTRUCM0V 1 BUTLER CONSTRUCTION 03016 WAL*MART FORT PIERCE, FLORIDA 130 MPH WL 20 ILL, 5 CIL, EXP. B 0 EQ BLDGS A, B AREA 100 & & C 200 ENG'R BY: S. THOMAS LEAD TECH: JACKSON CAD TECH: CAD TECH: CAD TECH: CAD TECH: DRAWING NUMBER REV. NO. 6601 EXECUTIVE DRIVE REGIONAL DC # 7 0 3 8 AEROSOL D 0 2- W M D ET - 8 4 00 CHECKED BY. CHECKED BY. CHECKED BY: CHECKED BY., KC, MO 64120 PHONE 816-24 6000 i 19 m 0 0 n 0 SW 1 1/2" FIELD NOTCH C CLIP CLIP SECTION AT 1 1/4' GJ2583 — z — GJ2583 — — FACE OF MASONRY FIELD 9/16" 3' CONVEYOR MEZZ s FIREWALL ANCHOR IN GIRT BM AS REQUIRED 7/8" 545046-025-2 OTHERS — — — — — — — — — — — 6 1/2" ENDWALL POST 26 I — — — — — — — ACE OF (REF.) FIREWALL USE ( 8) 1/2" X 2" A325T FIELD LOCATE REQ S� (TYP) AS FLANGE BRACE V. ELEV. BOLT ASSEMBLIES (097465) "C " GIRT 545046-19-004 00 _ I 8" Z GIRT I /--- / R NOTE: USE (4) 1/2- BOLTS g3 r WHEN SINGLE CLIP IS USED. I CLIP w 543025 12" C I I 12 C SECTION I I cV I USE ( 2 ) 5/8"X 2 1/4" A325T HI—STR. BOLTS (097282) & HEAVY HEX. NUTS (095233) FIELD LOCATE 9/16" DIA. FIREWALL FIELD LOCATE " 2. HOLES IN POST USE ( 4) 1/2" X 2" A325T 2" USE ( 2) 1/2" X 2" A325T 9/16" DIA. HOLE USE ( 1) 1/2" X 2" A325T BOLT ASSEMBLIES (097465) BOLT ASSEMBLIES (097465) IN GIRT AS REQ'D BOLT ASSEMBLIES (097465) DETAIL 100 DETAIL 101 DE AIL 102 DETAIL 103 DETAIL 104 HIP BEAM In IMPORTANT: COLUMN CLIP SEE DETAIL 88/84 USE (2) 3/4" X BAR JOIST ,6l (543369) FOR BOX STRUTS 2" (A307) BOLTS r, TO CLIP CONN. & HEX NUTS BY USE (2) 5/8"0 FRAME o SUPPLIER HARDENED WASHERS FOR CLEVIS CONNECTION OVER SLOTS IN CLIP I BAR JOIST SEE DETAIL GIRT 3 16 4 44/82 USE PLATE 543374 AT SINGLE CONN. I z 3:I 3 16 4 w DEWALL �� ROD USE ( 2) 3/4" X 2 1/2" A325T (TYP.) CANOPY HI —STRENGTH BOLT (097284) & o g — JE — o T CLIP ET4100 SIDEWALL COLUMN 3/4" HEAVY HEX. NUT (095235) a, L FS OR o ROOF ENDWALL o ROD SEE CLEVIS CONI. �o (TYP.) INTERM. 1'-10 1 10 1/2" END DET. 44/82 ROOF BEAM BAY BAY SECTION CLIP 700109 ROOF BEAM OR INTM. SWCLIP COLUMN �` (543368) FRAME \\ USE (4) 7/8"X 2 1/2 A325 V USE (ASSEMBLIES TENSION)C NTTROL2B0 TS TENSION CONTROL BOLTS BOLT (0974 5) DETAIL 105 DETAIL 106 DE AIL 107 DETAIL 108 DETAIL 109 CLIP CANOPY BEAM SEE DET. 117 CANOPY PURLIN ROOF LINE CLIP CANOPY BEAM 8 MAX. I II EAVE PURLIN 700024 CANOPY PURLIN CANOPY BEAM II AT VALLEY II ROLINOF - EAVE PURLIN — —s SAVE PURLIN \ I � \ \ PURLIN 1 4 CLIP EP9300 \\\\ ® ----------- (N.s. & F.S.) z III \\\\ ® \ CLIP 4 \ VALLEY BEAM lu \\\\ 3 16 OPTIONAL ® V NOTES: 1 4 \\ \ 1. FIELD CUT PURLIN TO L NGTH AND COPE z I AS REQUIRED. CLIP 700024 (N.S. & F.S.) USE ( 6) 3/4"X 2 1/2" A325T 2. BURN HOLE TO ALIGN W H SLOT IN PLATE. I .S. HI—STR. BOLTS (097284) & USE ( 9) 3/4"X 2 1/2" A325T HIP BEAM HEAVY HEX. NUTS (095235) 3. INSTALL BOLT (097283) ITH NUT (095235) HI—STR. BOLTS (097284) & INSTALL BOLT USE ( 3/4"X 2 1/2" A325T STAGGER CLIPS PER CLIP (SNUG TIGHT) THROUGH SLOT IN PLAT AND HOLE IN BEAM. HEAVY HEX. NUTS (095235) HEAD THIS SIDE HI—STR. BOLTS (097284) & AT INTERM. PURLINS 4. ROTATE PLATE TO ALIGN WITH CANOPY BEAM (SNUG TIGHT) HEAVY HEX. NUTS (095235) (SNUG TIGHT) AND WELD PLATE AS SH WN, TO BOTH PURLIN AND CANOPY BEAM. DETAIL 110 DETAIL 111 DE AIL 112 DETAIL 113 DETAIL 114 GABLE ANGLE 2" FIREWALL 8' MAX. CANOPY ROOF BEAM LLH CANOPY PURLIN CANOPY BEAM CANOPY 10„ AT HIP CLEVIS CONNECTION SEE DET. 44/82 BAR -JOIST E.W. ROOF BM. CORNER POST 1 4 J I I O LIP 1 4 N8874 CLIP I USE ( 2) 5/8"X 2 1/4" A325T I NOTES: 700014 = SEE DET. 110 I HI—STR. BOLTS (097282) & 85 I I I HEAVY HEX. NUTS (095233) 1. FIELD CUT PURLIN TO L NGTH AND COPE - - - E.W. ROOF BM. I As REQUIRED. THESE PLANS AND ALL PROPOSED WORK I 2. BURN HOLE TO ALIGN W H SLOT IN PLATE. ARE SUBJECT TO ANY CORRECTIONS I CANOPY POST I 3. INSTALL BOLT (097283) VITH NUT (095235) REQUIRED BYFIELD INSPECTORS THAT � USE ( 2) 3/4"X 2' A307 THROUGH SLOT IN PLATE AND HOLE IN BEAM. MAY BE NECESSARY IN ORDER TO USE (4) 3/4"X2" TENSION BOLTS & HEAVY HEX. NUTS 4. ROTATE PLATE TO ALIGN WITH CANOPY BEAM COMPLY WITH ALL APPLICABLE CONTROL HW. HEX NUTS. (BY SUPPLIER) w/WASHERS 095946 AND WELD PLATE AS SH WN, TO BOTH PURLIN CODES. AND CANOPY BEAM.' DETAIL 115 DETAIL 116 DE AIL 117 DETAIL 118 DETAIL 119 LICENSE NUMBORA47919 REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 ij p T E lJ L�I� RFM 11 BUILDER: PROJECT.- BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: BLAIR DATE DATE.• DATE., DATE.• FLORIDA BLDG CODE 2001 STRUCTURAL DETAILS CHECKED BY.• DATE: 7/21/03 ENc'R BY. S. THOMAs LEAD TECH: JACKSON C°OQ 11��11NI STRUO O BUTLER CONSTRUCTION WAL*MART 130 MPH AIL EXP. B BLDGS A, Bp� & C CAD TECH: CAD TECH: CAD TECH: CAD TECH: �� 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ AREA 100 & 200 DRAWING NUMBER REIN. NO. KC, MO 646120601 EXECUTIVE DIE PHONE 816V 245 6000 REGIONAL DC # 7 0 3 8 AEROSOL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY. 02-W*MDET-85 00 IQ UPPER LEVEL MEZZ'S. USE (14) 1/2" X 2" A325T BOLT ASSEMBLIES (097465) 'Z' 1 _2 F� 8" GIRT I II 7 1/2" C�GIRT SIDEWALL COL. I I II GIRT ----- BEAM 1 II J S. --- -- - CLIP 54317 I O 1 . ® CLIP 700102 - - ---- BAR JOIST 1 BAR JOIST t ® (-01 II j - I® J II ® ® r- DOOR POST EXT. (2) CLIPS 700102 1 8 DOOR HEADER - - - -- I 1 CLIP 543343 1 8 1 I FIELD LOCATE ® 1 11/16" 0 HOLES I I IN POST & GIRT EW POST �E) ®� TO MATCH CLIP WEB � - - - - - - - 1 FLANGE BRACE CLIP E5041005724USE 1 8;7FLOOR 1 8EA SIDEWALL COLYiV (6) 5/8" X 2-1/4" A325T USE (4) 5/8" X 1 1/2" A325T HI -STRENGTH BOLT (097282) & USE (6) 5 " X 2-1/4" A325T FLANGE BRAC GIRT CHANNEL (543260), FIELD BENDEW HI -STRENGTH BOLT (097281) & 1/2" HEAVY HEX. NUT (095233) HI-STRENG BOLT (097282) & 005724 USE (2) 1/2" X 2" A325T 90 DEG. AND INSTALL WITH" 5/8" HEAVY HEX. NUT (095233) 1/2" HEA HEX. NUT (095233) BOLT ASSEMBLIES (097465) PANEL FASTENERS. DETAIL 120 DETAIL 121 DETAIL 122 DETAIL 123 DETAIL 124 E.W. COLUMN BAR ROOF JOIST BEAM FIELD 9/16"DIA. I CLIP 543347(FS) HOLES IN GIRT TO MATCH CLIP. A- - - - - - - - - - - ---------- r -i 1® TMP• 3 16 4 i® III II ®I COLUMN 4* L ----------- ® ® m Rl ® � CANOPY STUB ti ROD PLATE SEE DET. (ASSEMUSE 6 BLIES 44/82 BOLT (0974 5) SECTION A DETAIL 125 DETAIL 126 DI.TAIL 127 DETAIL 128 DETAIL 129 EAVE STRUT & BRACKET EAVE STRUT & BRACKET BAR JOIST 28" DEEP FAB BEAM 3/16 4 USE (20) 3/4" X 2 1/2" A325T AT LOW SIDEWALL ONLY COLUMN AT LOW SIDEWALL ONLY 3/16 4 HI-STR. BOLTS (097284) & CLIP HEAVY HEX. NUTS (095235) CLIP BAR ROOF CLIP LEG DOWN 3 16 3 700025 JOIST BEAM LEG DOWN 3 16 3 NS & FS C GIRT C GIRT C 53 52 _ _ 82 82 1® l r , CLIP (SNUG TIGHT) WALL 700013 700109 EW ROOT BEAM W16 D2� L � SEE DET. PANEL � �" 44/8SEE ----- ----- I 39/81 I® „ 53 USE (2) 5/8"X 1 1/2 A325T 82 USE (4) 3/4 x 2 A325 SEE DET. 88/84 HEAVYHI-STRHEX.LTS NUTS09(095123) W/ TENSION CONTROL BOLTS FOR BOX STRUT I WIND STRUT (4) WASHERS (095946) CLIP FG9299 OR CONNECTION USE 3/4"X 2 1/4" A325 FIREWALL W6X9 I INTERMEDIATE 703119 USE (4) 5/8x2 1/4 I USE (2) 5/8x2 FG9510 COLUMN 04) TENSI N CONTROL BOLTS SIDEWALL COLUMN A325 TENSION A325 TENSION SW SW CONTROL BOLTS I CONTROL BOLTS USE (4) 3/4 x 2 1/4 USE (6 5/B"X 1 1/2" A325T A325 TENSION CONTROL HI-STR. OLTS (097281) & -4— BOLTS HEAVY H X. NUTS (095233) EW POST (SNUG TIGHT) DETAIL 131 D 7 TAIL 132 DETAIL 133 DETAIL 134 DETAIL 130 USE ( 2 ) 1/2" X 2" A325T BOLT ASSEMBLIES (097465) 1'-10" 1 -1 USE (6) 1/2" X 2° A 5T EW BOLT ASSEMBLIES (097 5) 2, 1 1 BAR JOIST 1 COLUMN II II I 5" FIREWALL 1 13" C GIRT CLIP 543164 I INTM SW 12" C GIRT CLIP 543259 II I r� COLUMN I r 8" Z GIRT 1 8 �= EW ROOF ----------- BEAM FLANGE BRACE 545D04 4 031-0 ® I N I 11 1 - - - - - - - - - - L = _ J I ,THESE PLANS AND ALL PROPOSED WORK\ I _ -FIELD DRILL 16 1 ARE SUBJECT TO ANY CORRECTIONS 1 7/8" DIA. HOLES AS CLIP 543171 : 1/4" REQUIRED BY FIELD INSPECTORS THAT s" FIREWALL SHOWN. REA 100 2'-4" AREA B � MAY BE NECESSARY IN ORDER TO ?moo 03 FIELD CUT COMPLY WITH ALL APPLICABLEC? ". USE R Q, BOLT(ASSEMBLIES (0974 5) S.W. GIRT STEVEN M. THOMAS, P.E. DETAIL 136 D AIL 137 DETAIL 138 1 1 DETAIL 139 LICENSE NUMBER 47919 DETAIL 135 REVISION N0. 1 REVISION N0. 2 REVISION NO. 3 REVISION N0. 4 �� BUTLIfER BUILDER: PROJECT.' BUILDING DESCRIPTION: DRAWING TITLE.- CAD TECH: BLAIR FLORIDA BLDG CODE 2001 STRUCTURAL DETAILS CHECKED BY. DATE.' 1/03 DATE.• DATE. DATE. ENGR BY, S. THOMAS JACKSON LEAD TECH: JACKSON DATE: C Oop��S�u �p� BUTLER CONSTRUCTION 03016 WAL*MART FORT PIERCE, FLORIDA 130 MPH WL 2 0 ILL, 5 C L, EXP. B 0 E O BLDGS A, Bpp & C AREA 100 & 200 CAD TECH: CAD TECH: CAD TECH: CAD TECH: DRAWING NUMBER REV N0. p 02—W*MDET-86 00 6601 EXECUTIVE DRIVE REGIONAL DC #7038 AEROSOL BY. CHECKED BY.: CHECKED BY. CHECKED BY CHECKED KC, MO 64120 PHONE 816-24 -6000 a 0 m 0 BAR JOIST r5'/16N 5 5 16 5 P EAVE MEMBER 7 sIM. --� BAR JOIST USE (2) 5/8"0 BAR JOIST 80 WASHERS OVER SLOTS IN CLIP ROOF 53 53 BEAM 82 82 7" 7" A 16 i 3 16 -1 TYP.3 3 16 -1 USE (2) 5/8"X 1 1/2" A325T I HI-STRHEX. LNUTS09(095233) 3 16 HEAVY W/ (4) WASHERS (095946) WIND STRUT BRACKET CLIP 700117 INTERMEDIATE Fi 700109 SIDEWALL SIDEWALL COLUMN INTERIOR COLUMN SEE DETAIL 44/82 FOR USE (6) 5/8"X 2" A325 SECTION A -A BRACE ROD TENSIOON CONNTROL BOLTS SECTION DETAIL 140 DETAIL 141 DE AIL 142 DETAIL 143 DETAIL 144 ' 28" EAVE JOIST E.W. POST SEE DET 39/81 FOR EW ROOF BEAM USE (2) X A307 E.W. POST v'i BRACKET BOLTS AND HEX NUTS D H U CONN. (SUPPLIER) 3" NOTCH FLANGE FIELD LOCATE 9/16" DIA. HOLES IN GIRT & COL. 1 1/ FIELD CUT GIRT — —_ — — 8 Z GIRT FIELD LOCATE 8" Z GIRT AS SHOWN FLUSH WITH COLUMN FLANGE. 9/16" HOLES IN TO MATCH CLIP OF 3 16 3 GIRT �p�P�� BRACKET 543529 USE (2) 5/8" X 1 1/2" A325T 8" C GIRT 1 1/2" E.W. POST HI -STRENGTH BOLT (097281) & EAVE STRUT -------------------- --------- 5/8° HEAVY HEX. NUT (095233) WITH 5/80 WASHERS OVER SLOTS ----- --- -- --7 I I of I IN CLIP (095298) o - - - - - - � CLIP 543171 FG9298 I CLIP 7001 14 ao I I CLIP 543025 CLIP GJ2589 USE (4) 1/2" X 1 1/4" I I I (2) 1/2" EXPANSION BOLTS BOLT ASSEMBLIES (097461) I. BASE CHANNEL 541093 TO FLOOR FIELD WORK SW USE (4) 5/8 x 2 1/4 A325 TENSION CONTROL FIELD LOCATE 9/16 DIA. I REQUIRED BOLTS. HOLES TO MATCH CLIP I USE ( 4 ) 1/2" X 2" A325T CORNER POST BOLT ASSEMBLIES (097465) EW USE ( 4) 1/2" X 2" A325T FIELD LOCATE HOLES TO USE ( 4) 1/2" X 2" A325T t USE (2) 1/2" X 1 1/4" THIN -HD. BOLT ASSEMBLIES (097465) MATCH CLIP. BOLT ASSEMBLIES (097465) BOLT ASSEMBLIES (097462) DETAIL 145 DETAIL 146 DE AIL 147 DETAIL 148 DETAIL 149 FIELD WORK GABLE ANGLE NOTE: FIELD NOTCH GIRT TO USE (4) 1/2" X 1 1/ 4" NOTE: FIELD NOTCH GIRT TO USE (4) 1/2" X 1 1/4" 2176 - ATTACH WITH CLEAR COLUMN FLANGE THIN HD. ASSY. (097462) CLEAR COLUMN FLANGE THIN HD. ASSY. (097462) 1/2 X 1 1/4 THIN -HD. 1 / BOLT ASSEMBLIES (097462) SAVE STRUT 1'-7" AS REQUIRED GIRT 4'-0" AS REQUIRED 4'-0" COL. USE ( 2) 1/2" X 2" A325T BOLT ASSEMBLIES (097465) SW COLUMN CANOPY STUB 700113 GIRT s W ---- =� _____= I ENDWALL L J a CANOPY BM. 703093 CORNER POST - - TIF PURLIN * CANOPY BM. 703093 I CLIP 543025 0 12 EAVE MEMBER PURLIN ------- - - I - INTM. S.W. COL 8" Z GIRT ® ® 12 EAVE 4 MEMBER IIII �, a ®♦ ' e Y t JIIL m �U- Q m I II CLIP ET4147 3' �I --- @--- 't o CLIP `` a CLIP 543164 (NS & FS) N o ., 700106 z co a. d 0 CLIP 543164 (NS & FS) "C" II AT C GIRT 543398 FS I - ) , .. Z. (NS & FS) L' It a AT GIRT 543398 FS) 7010106 , ., �, N INT. S.W. COL. I CLIP ET4147 /8" N ( ) 543399 NS 8' Z CLIP 543399 NS @ 8' Z Z ( ) INS & FS) I OR ROOF BEAM FIELD LOCATE 11/160 I 6' FIREWALL 543054 y CLIP HOLES AS SHOWN. (NS & FS) oo USE (6) 5/8"X 2 1/4" A325T 3 5 8 FIELD DRILL 9/16" DIA. HOLES AS USE (22) 1/2" X 2" A325T USE (16) 3/4"X 2 1/2" A325T (NS & FS) USE (22) 1/2" X 2" A325T USE (8) 3/4"X 2 1/2" HI-STR. BOLTS (097282) & S.W. GIRT SHOWN. BOLT ASSEMBLIES (097465) HI-STR. BOLTS (097284) & BOLT ASSEMBLIES (097465) A325T BOLTS (097284) & HEAVY HEX. NUTS (095233) HEAVY HEX. NUTS (095235) HEAVY HEX. NUTS (095235) DETAIL 150 DETAIL 151 D AIL 152 DETAIL 153 DETAIL 154 UPPER BRACE ENDWALL 2 /4" 545046-034-4 AT MID POINT NCFCH - - - - - - — ENDWALL GIRT 4' CANOPY PURLINS II CLIP 543164 II r - I USE(ASSEMBLIES r cn BOLT (0974 5) 1/8 V TYP 0 a BRACE 1/8 TYP. 3:ANGLE — = CORNER POST — — - I I BRACE I Z GIRT _ 545046-034-4 ATTACH BRACE ANGLE \ CANOPY TO CANOPY PURLINSit a BEAM �Z BRACE W/ SELF DRILLER a THESE PLANS AND ALL PROPOSED WORK j ° 545046-034-4 097354. AT 1/3-POINTSLd `! ARE SUBJECT TO ANY CORRECTIONS BRACING STRAP C)a -----� ---------- N REQUIRED BY FIELD INSPECTORS THAT (FIELD CUT _ � AS REQUIRED) , 2 1 /4 _ �- ER TO IN B LE MAY BE CALL BAY COMPLY WITH AP LICACODES. 7.-(B-D3 DWALL POST DETAIL 155 DETAIL 156 DE AIL 157 DETAIL 158 DETAIL 159 STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 REVISION NO. 4 PROJECT.- BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: BLAIR REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 p p T 21 �J L�LS BUILDER: DATE: DATE.• DATE: DATE FLORIDA BLDG CODE 2001 STRUCTURAL DETAILS CHECKED By'DATE 7/21/03 ' ENG'R BY.- S. THOMAS LEAD TECH. JACKSON CONSTRUCTION BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B BLDGS A, B & C CAD TECH. CAD TECH: CAD TECH. CAD TECH. L_J 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ AREA 100 & 200 DRAWING NUMBER REV. NO. KC, MO 646120601 EXECUTIVE PHONE 8 DRIVE 245 6000 REGIONAL DC #7 0 3 8 AEROSOL CHECKED BY.• CHECKED BY.• CHECKED BY: CHECKED BY 02-W*MDET-87 100 M 0 0 28" EAVE JOIST F� EAVE STRUT & BRACKET 28' EAVE JOIST AT LOW SIDEWALL ONLY ROOF BM, SW BAR ROOF JOIST BEAM E STIFFENER I USE (4) 3/4 x 2 1/4 3 16 3 A325 TENSION 3 16 3 SEE DET. CONTROL BOLTS CLIP (EP5761) WALL PANEL SEE DET 39/81 I NS & FS COLUMN CLIP 3 16 3 3 16 3 CLIP II 3 16 3 3 16 3 700013 700014 FOR CLEVIS CONNECTION COLUMN -,,,,USE (4) 3/4"X 2 1/4" A325 SW 4, SEE DET. 44/82 TENSIOON CONTROL BOLTS USE (12) 3/4 x 2 1/4 SEE DIET. 88/84 - FOR BOX STRUT USE (21) 3/4 " X 2 1/2' A325T CLIP 700013 A325 TENSION CONTROL - CLIP CONNECTION HI -STRENGTH BOLT (097284) & 3/4" HEAVY HEX. NUT (095235) BOLTS 700014 DETAIL 160 DETAIL 161 DE IL 162 DETAIL 163 DETAIL 164 ENDWALL 40 42/82 ( ENDWALL POST 1'_2" sw COLUMN ENDWALL ROOF BEAM I 10( USE (2) 3/4" X 2" A307 Bo X NUTS BYLSUPPLIER CU 3 NP' 16 II _ 001 CLIPS 719 II I FP0661 I I ENDWALL POST EW GIRT I I (AREA 200) USE (12) 3/4"X 2 1/2" A325T HI-STR. BOLTS (097284) X 2" A325T USE ( BOLT ASSEMBLIES (097465) & HEAVY HEX. NUTS (095235) W/ (8) WASHERS 095946 OVER SLOTS IN BEAMS SNUG TIGHT DETAIL 166 DE AIL 167 DETAIL 168 DETAIL 169 DETAIL 165 USE (2) 3/4"X 2" A307 COLUMN BOLTS AND HEX NUTS ) 2S (A �307�BOLTS 1 (BY SUPPLIER) & HEX NUTS BY FIELD LOCATE 9/16" SUPPLIER GUSSET © SPLICE DIA, HOLES GIRTS FIELD CUT GIRT GIRT EW ROOF BM. J - _ = JLli opo 414 w II I I -- - CLIP 700114 FS I I CLIP 700114 SIDEWALL SW. OR INT. SIDEWALL OR B GIRT II II I I SW. COLUMN END BAY END BAY ENDWALL 1 8 .THESE PLANS AND ALL PROPOSED WORK SECTION '-10 � 1 1 /2" 1 -10 1 /2" ARE SUBJECT MANY CORRECTIONS FRAME F AM E SECTION —_ —_ —_ —_ —_ —_ — � � REQUIRED BY FIELD INSPECTORS THAT USE ( 4) 1/2" X 2" A325T CLIP 700025 _ — — — SECTION B � MAY BE NECESSARYlNORDERTO BOLT ASSEMBLIES (097465 NS & FS USE (12) 3/4"X 2 1/2" A325T USE ( 6 ) 1/2" X 2" A325T COMPLY WITH ALL APPLICABLE CODES, HI-STR. BOLTS (097284) & BOLT ASSEMBLIES (097465) SECTION 'A—AFIELD WELD ANGLE HEAVY HEX. NUTS (095235) 700006-024-0 DETAIL 170 DETAIL 171 DE AIL 172 DETAIL 173 DETAIL 174 DOCI, SEAL POST OR DOCK SEAL POST OR VER LOUVER FRAMING VERT. LOUVER FRAMING 3 16 4 3/16 4 USE ( 2 ) 1 /2" X 1 1/4' BOLT ASSEMBLIES (097462) BAR JOIST USE ( 2 ) 1/2" X 1 1/4" _ _ - - _ -- BOLT ASSEMBLIES (097462) LOUVER FRAMING CANOPY PURLIN 1/8 2 1/2 LOUVER FRAMING ��. s BRACE ANGLE I 1/8 TYP. TYP. 1 8 \ NP' 3 16 TYP. P .^ 3/16 6 LL CANOPY ANGLE BRACE \ CLIP (543025) BEAM I �Z ` \ CLIP (543025) \ � \ �� �� RACING STRAP ca>a INTERIOR��iroy" FIELD CUT AS REQUIRED) COLUMN -7 BAY USE (2) 1/2" X 2" A325T. USE (2) 1/2" X 2" A325T BOLT ASSEMBLIES (097465) ,' BOLT ASSEMBLIES (097465) SECTION DETAIL 176 D AIL 177 DETAIL 178 DETAIL 179 STEVEN M. THOMdA�OE LICENSE NUMBE ° DETAIL 175 BUILDER: PROJECT. BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: BLAIR REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 REVISION NO. 1 FLORIDA BLDG CODE 2001 STRUCTURAL DETAILS CHECKED BY. DATE. 7 BUTLER o DATE: DATE.• DATE.• DATE BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B BLDGS A, B & C ENGR BY. S. THOMAS LEAD TECH: CAD TECH: CAD TECH:L�03016 CAD TECH: CAD TECH: FORT PIERCE, FLORIDA 20 LL, 5 CL, 0 EQ AREA 100 & 200 DRAWING NUMBER 02-W MDET-88 EX REGIONAL DC #7038 AEROSOL CHECKED BY. CHECKED BY. CHECKED BY.' CHECKED BY. KC, MO 64G120 PHONE 8�6V245 soon M O W O 3/16�� 5 3 16 4 3 1 EA. JOIST 4 USE (4) 33J4" X 2 1/2" 5 16 7 T 5/16 7 HE 3/15V 5 3/16 4 BAR JOIST NUTS (SOUPPLERSAN) RIDG BAR JOIST LIE BAR JOIST I R00 BEAM BRACE - - _ , BAR JOIST I rr - - - rr KFUINGE GIRT7 1/2" 7 1 2" Typ3 16 6 1 2 ' 3/16 6 1/ � � r ---—------ --------- 3/16 6 1 2 NP' 3/16 6 1 / / NP' 3/16 6 1/2 J r r ¢ Q �i � o o G I I SIDEWALL COLUMN FIELD DRILL DIMENSION Y DIMENSION Y FIELD DRILL ---- INTERIOR INTERIOR SEE DET. 44 82 / INTERIOR GIRT IF READ. GIRT IF REQD. COLUMN COLUMN FOR CLEVIS COLUMN CONNECTION USE ( 4) 1/2" X 2" A325T BOLT ASSEMBLIES (097465) SECTION SECTION SECTION DETAIL 180 DETAIL 181 DE AIL 182 DETAIL 183 DETAIL 184 USE (4) 3/4" X 2 1 /2" A307 DO NOT WELD BAR JOIST TYP. BOTH JOIST, EACH 5/16 10 BOLTTS AND H_1/2 XX NUTS (SUPPLIER) 5/16 4 SIDE OF FRAME. BAR JOIST TYPI r- - --� BAR JOIST RIDGE ROOF BEAM USE (2) 3/4" X 2 1/2" _ _ _ _ _ — _ USE (2) 5/8"0 HARDENED A307 BOLTS AND NUTS RIDGE I BY SUPPLIER (EACH JT.) CU WASHERS OVER SLOTS n IN CLIP ROOF u--- - - - 10 1 /2' 0 1/2" BEAM + 4,11 m �\ 1/4 6 1/2 A 3/16 2-1/2 nP �""II 1/4 3 1/2 TYP. u -CLIP 3/16 2-1/2 1 FP5322 � 3/16 —�-- - --- BRACKET 700111 INTERIOR jCLIP 700109 SEE DET. 44/82 COLUMN FOR CLEVIS CONN. SC S SEE DETAIL USE ( 5) 1/2' X 2 A325T 44/82 FOR SECTION A -A ROD ON BOLT ASSEMBLIES (097465) SECTION TENSIUSE BONNE CONTROL BOLTS DETAIL 185 DETAIL 186 DE AIL 187 DETAIL 188 DETAIL 189 BAR JOIST ROOF BEAM 1 _2a ~ co CANOPY STUB EP9202 ROOF BM.� 0 m m —_k4_ -- CLIP DOOR POST EAT. 77 z I 700013 702168 (FIELD z -0' BOX STRUT CLIP 4I WALL PANEL SEE DET. CUT TO LENGTH AND FIELD WELD o FP5307 44/82 TO BOX STRUT) o (SEE DETAIL 88/84 FNS& 1 8 � FOR CONN.) SEE DET. 88/84 _, o 38) COLUMN o COLUMN --,,,,.,USE ( 4) 3/4"X 2 1/2" A325T HEAVYRHEXLTS NUTS97284) (09 235) I IIL COLUMN WEB USE (8) 3/4" X 2 1/2" A325T USE (24) 3/4"X 2 1/2" A325T HI-STR. BOLTS (097284) & -�j DOOR POST C. (097284)EX. 3I4'TRIEENNGTHVY HEAVY HEX. NUTS (095235) HBOL NUT ) DETAIL 190 DETAIL 191 DE AIL 192 DETAIL 193 DETAIL 194 USE (4) 3/4" x 2" A325T ROOF BEAM FRAME TENSION CONTROL BOLTS W/HVY HEX NUTS JOIST BOTTOM USE (2 ) 5/8"X 2" A325 CHORD TENSION CONTROL BOLTS 3/16 4 SEE DETAIL 39/81 FOR EAVE STRUT CONN. CLIP (700103) 3 is 3 3/16 3 CLIP 3/16 1 1/2" CLIP EN4382 700013-- FLANGE BRACE 0 SEE DET. 44/82 0 o FOR CLEVIS CONN. THESE PLANS AND ALL PROPOSED WORK =' E.W. POST ', ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT - FINGER TIGHTEN & UPSET THREADS MAYBE NECESSARY IN ORDER TO �[ USE ( 8) 3/4"X 2 1/2" A325T USE (8) 3/4" x 2 1/4" A325T COMPLY WITH ALL APPLICABLE CODES. '7-(9 "3 HI-STR. BOLTS (097284) & HEAVY HEX. NUTS (095235) TENSION CONTROL BOLTS (SNUG TIGHT) W/HVY HEX NUTS DETAIL 195 DETAIL 196 DE AIL 197 DETAIL 198 DETAIL 199 STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 PROJECT: BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: BLAIR REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 BUTLER T 2 V-J L�LSIIffW��ll BUILDER: DATE: DATE- DATE: DATE- FLORIDA BLDG CODE 2001 STRUCTURAL DETAILS CHECKED BY.• DATE.7/21/03 ENG'R BY: S. THOMAS LEAD TECH: JACKSON C0NSTRU07I BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B BLDGS A, B & C CAD TECH: CAD TECH: CAD TECH: CAD TECH: 1 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ AREA 100 & 200 DRAWING NUMBER REV. NO. KC, 6601 EXECUTIVE DRIVE MO 64120 PHONE 816-245 6000 REGIONAL DC #7038 AEROSOL CHECKED BY. CHECKED BY.' CHECKED BY. CHECKED BY., D 0 2- W* M D ET - 8 9 00 I 0 DETAIL 200 DETAIL 201 D AIL 202 DETAIL 203 DETAIL 204 USE ( 4 ) 1/2" X 2" A325T BOLT ASSEMBLIES (097465) I I CLIP 042983 ATTACHED TEK/5 I FIELD LOCATE 9/16" BR -II WALL SCREWS THRU 3/16 TYP. HOLES THROUGH PANEL PANEL I I I I WALL PANEL TYP. 3/16------- AND GIRT. TYP. 3 16 BR -II I I -O� PANEL O� WALKWAY I 1 GIRT - - - - - - - - - - - - - - I CLIP 042983 ---- LEG DOWN ---------- ------- O r 1p pl I LI o j �I ------ Lp pl - O 16 L of o 0 I L-- - - - - - - - - - - - - - - I 1 CLIP 042983 CLIP 543165 I 3 1/4" I CLIP 042983 042983 I I " 042983 USE ( 4 ) 1/2" X 2" A325T LEG UP I BOLT ASSEMBLIES (097465) 3/16 USE (3) 1/2" X 2" A325T USE (6) 1/2' X 2" A325T USE (4) 1/2" X 1 1/4" BOLT ASSEMBLIES (097465) BOLT ASSEMBLIES (097465) BOLT ASSEMBLIES (097462) '* DETAIL 205 DETAIL 206 D AIL 207 DETAIL 208 DETAIL 209 BAR JOIST l ROOF BEAM 1 4 3 BAR JOIST COLUMN - - USE (2) 3/4" X 2" A307 4 USE (2) 5/8"0 HARDENED - - 0-T " C" GIRT BOLTS AND HEX NUTS (SUPPLIER) WASHERS OVER SLOTS IN CLIP ROOF BEAM BRACE ROD $ 7" 7" BOTTOM ROOF CHORD CUTBACK BEAM - 1 4 3 A 3 16 3 ROOF BEAM -COLUMN BRACED SPLICE ®J I � L® �BAY CLIP ER9686 1 z � °C" GIRT SEE DETAIL 44/82 FOR CLEVIS CONN. BRACKET BRACING PLATE USE (2) 3/4" X 3"4 USE (4) 1/2" X 2" A325T INTERIOR ER9677 CLIP ER9679 (BENEATH TENSION CONTROL BOLTS BOLT ASSEMBLIES (097465) COLUMN 700109 A HOLES FOR CLEVIS COLUMN CAP PLATE) BRACING PLATE CONN. SEE DET. 44/82 - - - - - - - -- - - - - - - - - -- SEE DETAIL (ER9678) USE 4) 5/8"X 2 1/4" A325T THESE PLANS AILICABLE PROPOSED WORK SECTION 44/82 FOR USE ( 6) 5/8"X 2 1/4" A325T HI- SECTION BOLTS (097282) & ARE SUBJECTCORRECTIONS BRACE ROD HI-STR. BOLTS 097282 & SECTION A -A ( ) CONN. HEAVY HEX. NUTS 095233 HEA HEX. NUTS (095233) ' REQUIRED BY SPECTORS THAT DETAIL 210 D ETA I L 211 DIET 1 L 212 D ETA I L 213 D ETA I L 214 MAYBE NECIN ORDER TO COMPLY WITH CODES. COLUMN 1 1/2" 3 USE (2) 1/2" X 2" A325T USE ( 4) 1/2" X 2" A325T 1 1/2" „ BOLT ASSEMBLIES (097465) —I 3 USE HEX 1 -2" COL. 1 -2" "C" BOLTS AND NUTSA(SOUPPLIER) COLUMN BOLT ASSEMBLIES (097465) 12" GIRT "C" GIRT -------- "C" GIRT -------- "C" GIRT 7 1 /2' FIELD LOCATE 9/16"0 REF.) ------ - --- ---- F HOLES IN COLUMNS I CLIP I CLIP ®I AS SHOWN „ >. 1 13 C GIRT (N.S. & F.S.) u 700100 i j 70010 ---- LOUVER POST I LOUVER POST PY SUPPORT 1 2 1/2"I 3" I I 2 1/2 I 3" 1 CLIP ER9686 0 It 543171 COLUMN I I 8" "Z" GIRT 1 1/2" 1 /2' M - - I I I I I I I _ I I I FIELD LOCATE 9/16"0 - I I I HOLES IN GIRT TO I I I MATCH CLIP. SW INT. SW COLUMN I I' I I I OR SW COLUMN USE ( 2) 1/2" X 1 1/4" I I USE (4) 1/2" X 2 A32 T USE (4) 1/2" X 2 A325T USE ( 6) 3/4" X 2 1 /2" A325T �'v4 ---> �iYih- BOLT ASSEMBLIES (097462) BOLT ASSEMBLIES (09746 BOLT ASSEMBLIES (097465) HI -STRENGTH BOLT 3/4 HEAVYHEXX. NUT 9(095235) DETAIL 215 DETAIL 216 DIET IL 217 DETAIL 218 DETAIL 219 M. THOMAS, P.E. L LICENSE NUMBER 47919 ICENS REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 ` DATE- DATE.• DATE.- DATE: BUTLER PROJECT- BUILDING DESCRIPTION: DRAWING TITLE.- CAD TECH. BLAIR BUILDER: FLORIDA BLDG CODE 2001 STRUCTURAL DETAILS CHECKED BY. DATE. 7/21/03 ENG'R BY.- S. THOMAS LEAD TECH: JACKSON CAD TECH: CAD TECH: CAD TECH: (Q(UNUSTRUOMON BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B BLDGS A, B & C CAD TECH: 1 0,3016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ AREA 100 & 200 DRAWING NUMBER REV. NO. CHECKED BY.- CHECKED BY. CHECKED BY.- CHECKED BY: 6601 EXECUTIVE DRIVE KC, MO 64120 PHONE 816-245 6000 REGIONAL DC # 7 0 3 8 AEROSOL D o e- W M D ET - 8 9 A 00 0 O 0 DATE.• a CAD TECH: 0 0 3 Z CHECKED BY: 0 ( 8 (:W Cp 9,5 10 E 5 0p 11,5 q 14 14S 15 15!) Cp (p ap 17,5 ap AREA 1 00 I 60'j OCy0834 OCN0834 °\ 00 00 I I yosss �ossOl O\ El I oo�oss� 0oyoss� I °\ ooy0ss, ooyoss, °\ ooyo�so o%((51 °\ I Q ® I I ooyo��9 o0yos�8 REWALL El I I ooy o� AREa 2oc 19 19,5 20 20,5 21 21,5 22 22,5 23 23,5 24 S1' r, AEROSOL BLDG. CULUMN LAYOUT REVISION NO. I REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 DATE: DATE.' DATE: BUTLER pIp pi� p CAD TECH: CAD TECH: CAD TECH. OuVSTR V (0T 0 OO � V CHECKED BY.,CHECKED BY: CHECKED BY:6601 EXECUTIVE DRI VE IVE KC, MO 64120 PHONE 816-24° � I I HI � I II I I II I I I i I I El I Q Lu LJ I ooyo,,s %6' I lo\ oi' off' BUILDER: BUTLER CONSTRUCTION 03016 NOTE: * INDICATES DIRECTIONAL MARK ON COLUMN FLANGE. LOCATION IS CRITICAL FOR CONVEYOR MEZZANINE CONNECTIONS. S1 II S1,5 S2 S2,5 S3 S3,5 S4 I � c' PROJECT.- 4 4 sS0,c s6� °c vc�v'�Sc��vv22� iI WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 S17' S14 S14S15 515, S16 16, S17 Q THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. BUILDING DESCRIPTION: FLORIDA BLDG CODE 2001 130 MPH WL EXP. B 20 ILL, 5 CL, 0 EQ DRAWING TITLE - COLUMN LAYOUT FOR CONVEYOR MEZZANINE CONNECTION STEVEN M. THOMAS, P.E LICENSE NUMBER 47919 CAD TECH. BLAIR CHECKED BY.- DATE: 7/21 /03 ENG'R BY., S. THOMAS LEAD TECH: JACKSON DRAWING NUMBER I REV. NO. D AREA A —00 loo 00 0