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HomeMy WebLinkAboutPLANS BATCH 03 - PAGES 21 - 30IMPORTANT MARK ROOF BEAMS MARKED COULD BE REVERSED DURING ERECTION. ROOF BEAMS MUST BE INSTALLED AS SHOWN FOR PROPER FIT -UP OF PARTS AND TO INSURE STRUCTURAL INTEGRITY OF THE BUILDING. ROOF BEAMS 25'-0" 20'-0" 19'-0" 21'-0" 19'-0" 21'-0" 19'-6" 2'-0" 19'-6" 21'-0" 19'-0" 21'-0" 19'-0" 20'-0" 25'-0" ROOF BEAMS 500 X 6" FLGS. .500 X 6" FLGS. .375 X 6" FLGS. .250 X 6" FLGS. .313 X 6" FLGS. 313 X 6" FLGS. .250 X 6" FLGS. 50 X 6" .250 X 6" FLGS. .313 X 6" FLGS. 313 X 6" FLGS. .250 X 6° FLGS. 375 X 6" FLGS. 500 X 8° FLGS. 500 X 8° FLGS. .250 WEB .250 WEB .281 WEB .188 WEB .281 WEB .188 WEB .250 WEB FLGS. 250 WEB 188 WEB .281 WEB .188 WEB 281 WEB 281 WEB 281 WEB 88 WEB 4'-0" 1'-2" 4't27'-O" 0" (26) SPACES AT 5'-0" (7) SPACE AT 4'-6 7/8° (26) SPACES 0 5'-0" JOIST SPACES 1 `-2" JOIST SPACES 16'-0" 16'-O" 27'-0" STRUT JOIST 0 END BAYS ONLY STRUT JOIST 0STRUT JOIST 0S16-S17 ONLY END BAYS ONLY QQ FLANGE BRACES GE BRACES 1 2 3 4 4 3 3 4 4 3 4 1 1 FLAN NOTE 1 SEE SPAN BM 30" UPPER ROOF BM 30" 12 SPAN BEAM GJ2511 GJ2512 1 41 GJ2524 0 S2 ROOF LINE - LOWER ROOF BM 30" SPAN BM 30" 5 1/4 GJ2508 0 S16 - _ - GK1856 GJ2502 - - TPOD B B B B C POD BEAMAA oB B B B C BE M B C POD BEAM C SPAN BEAM J25 5-1/2",30" 0 A A POD BEAM A C C GJ2523 GJ2504 GJ2525 - o 30",35-1/2",18" SPAN BEAM SPAN BEAM GJ2522 S16 I SPAN BEAM POD BEAM 1 GJ2520 GJ2504 POD BEAM GJ2506 GJ2506 - - I 18" 35-1 /2",18" �° D N It `O r GJ2521 (18 , TYP.) - - ------ TYP. UNO. _ ri O _ _ = GJ2521 I n � n I D¢ � v INT. COLUMN INT. COLUMN C) . Q, � GJ2516 GJ2517 °D V? c� INT. COLUMN N 1 N °' 1 J INT. COLUMN INT.. COLUMN o c� 1 INT. COLUMN '� c� m co 12 1/2 DEEP I 12 1/2 DEEP o GK1859 GK1860 1 io 00 GK1857 GK1858 c� N .50OX10 FLG 50OX10 FLG <� ~ .250 WEB I .250 WEB FLOOR LINE .1 F 0 (NOT SUPPLIED BYBMC. CONVEYOR OZI 9" EMBEDMENT f TYP. INT. COLS. � M 8" 1'-0" l'-0' 8" HIGH SW, LOWER SW. GJ2513 GK1855 COL. 12", 30" COL. 12", 30" 500 x 8 FLG .375 x 8 FLG MODULES 1 -2 54'-0" 40'-0" 40'-0" 32'-0" 40'-0" 40'-0" 54'-0" 1'-2" .219 WEB .188 WEB TO 20' .219 UPPER WEB sw.l HSW. 02'-4" SH' SG SF SE SD SC C&D SA SA' �SH ® ® I I ®- HSS 12xl2xi HSS 12xl2xi HSS 12024 HSS 12024 CROS SECTION 0 AT GRID S2 Bc S16 THESE PLANS AND ALL PROPOSED WORK FLANGE BRACE SCHEDULE ® PART NUMBER DIM. 'Y' DETAIL 1 545046-31-2 N/A 12/80 2 545046-31-6 N/A 12/80 3 545046-30-6 N/A 12/80 4 545046-31-2 N/A 56/82 5 545046-31-2 1'-5 3/4" 26/81 6 545046-52-2 2'-10 1/2" 1 59/82 0 = 00 = %�. n - = o -- - -- - _ 0 �d 1 ARE SUBJECT TO ANY CORRECTIONS FOR PROPER STORAGE OF TENSION CONTROL BOLTS, REFERENCE LABEL ON CONTAINER - -- REQUIRED BY FIELD INSPECTORS THATt MAY BE NECESSARY IN ORDER TID COMPLY WITH ALL APPLICABLE CODES. W Q. ri STEVEN M. THOMAS, P.E. g LICENSE NUMBER 47919 0 REVISION NO. I REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 BUILDER: PROJECT. BUILDING DESCRIPTION: DRAWING TITLE.• CAD TECH: BLAIR DATE. DATE. DATE DATE. BUTLER FLORIDA BLDG CODE 2001 AREA "A", W CHECKED BY: DATE.• 7/21 /03 Z w CAD TECH: CAD TECH: CAD TECH: CAD TECH: CO�ISTRUC I.IOO�RI BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP, B CROSS SECTION ENG'R BY. S. THOMAS LEAD TECH: JACKSON Y I-� 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ GRIDS S2 & S16 DRAWING NUMBER REV. NO. 3 CHECKED BY. CHECKED BY. CHECKED BY' CHECKED BY. 6601 EXECUTIVE DRIVE REGIONAL D C 7 0 3 8 D AREA A —1 0 O 0 0 KC, MO 64120 PHONE 816-245 6000 a BOLTED CONNECTION SCHEDULE 0 QUANTITY BOLT NO. DESCRIPTION NUT NO. I DETAIL A 12 TENSION CONTROL 1 X 2 3/4 A325 B 8 TENSION CONTROL 1 X 2 3/4 A325 C 8 TENSION CONTROL 1 X 3 1/2 A325 1 IMPORTANT D1 RK ROOF BEAMS MARKED / COULD BE REVERSED DURING ERECTION. ROOF BEAMS MUST BE INSTALLED AS SHOWN FOR PROPER FIT -UP OF PARTS AND TO INSURE STRUCTURAL INTEGRITY OF THE BUILDING. ROOF BEAMS 25'-0" 20'-0" 19'-O" 21'-0" 19'-0" 21'-0" 19'-6" 12'-0" 19'-6" 21'-0" 19'-0" 21'-0" 19'-0" 20'-0" 25'-0" ROOF BEAMS 500 X 6" FLGS. .500 X 6" FLGS. .375 X 6" FLGS. .250 X 6" FLGS. 313 X 6" FLGS. .313 X 6" FLGS. 250 X 5" FLGS. 50 X 6" .250 X 6" FLGS. .313 X 6" FLGS. 313 X 6" FLGS. 250 X 6" FLGS. .375 X 6" FLGS. .500 X 8" FLGS. .500 X 8" FLGS. 250 WEB .250 WEB .281 WEB .188 WEB .281 WEB .188 WEB .250 WEB FLGS. .250 WEB .188 WEB 281 WEB 188 WEB 281 WEB 281 WEB 281 WEB 88 WEB 4'-0" (26) SPACES 0 5'-0" 2 rE '0" (26) SPACES AT 5'-0" (7) SPAC AT 4'-6 7/8" Fl- PACES l'- JOIST SPAC FLANGE BRACES FLANGE BRA1 1 1 2 3 4 4 SEE NOTE 1 SPAN BM 30" UPPER ROOF BM 30" 12 SPAN BEAM GJ2511 GJ2512 1 4F- GJ2508 ROOF LINE - LOWER ROOF BM 30 SPAN BM 30' 5 1/4 _ _ - - GK1856 GJ2502 _ 7POD AA A B B B B C POD BEAM oB B B C POD B M B C POD BEAM C SPAN BEAM 18",35-1/2",30" <3 'o AA POD BEAM A C C GJ2509 TYR. UNO GJ2504 GJ2510GJ2507 TYR. UNO SPAN BEAMo I 30",35-1/2",18" SPAN BEAM SPAN BEAM GJ2522 0 S3 GJ2523 0 S3 GJ2506 POD BEAM N I GJ2503 GJ2504 BEAM GJ2506 n 18,35-1/2,18" M tO m O GJ2505 (18 , TYP.) I -- -------- I TYP. UNO. a r� CO _ = Lo N = I GJ2505 N m Ln x 1 INT. COLUMN--,,,,,,INT. COLUMN CO 6>U - a `� w GJ2516GJ2517 00 vi N M N 1 I v v o U 1 0 INT. COLUMN iD INT. COLUMN N INT. COLUMN 12 1/2 DEEP 12 1/2 DEEP o INT. COLUMN 4 N GK1857 GK1858 .50OOX10 FLG I 50OX10 WEB .250 FLG cV GK1859 GK1860 FLOOR LINE o_ CONVEYOR MEZZANINE 9" EMBEDMENT (NOT SUPPLIED BY BMC. TYP. INT. COLS. -ro LOWER SW. 8" 1'-O" HIGH SW. GJ2513 GK1855 COL. 12", 30" COL. 12", 30" .375 x 8 FLG .500 x 8 FLG .188 WEB TO 20' MODULES 1 -2 54'-0" 1 40'-0" 40'-0" 32'-0" 40'-0" 40'-0" 54'-0" 1'-2" .219 WEB .219 UPPER WEB SW. HSW. 302'-4" SH' SED SG SE c5b SD c5b SB SA SA' HSS 12x12xa HSS 12xl2xi HSS 12xl2xf% HSS 12xl2xi 00 CROS SECTION o AT GR DS S3—S1530 OPOSED WORK BOLTED CONNECTION SCHEDULE 0 QUANTITY BOLT NO. DESCRIPTION NUT NO. DETAIL A 12 TENSION CONTROL 1 X 2 3/4 A325 B 8 TENSION CONTROL 1 X 2 3/4 A325 C 8 TENSION CONTROL 1 X 3 1/2 A325 _ - M o THESE PLANS AND ALL PR FOR PROPER STORAGE OF TENSION CONTROL BOLTS, REFERENCE LABEL ON CONTAINER a ARE SUBJECT TO ANY CORRECTIONS A� REQUIRED BY FIELD INSPECTORS THAT -7 - 10 o-3 a 1. MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL; rrW A9I.E CODES. 1r STEVEN M. THOMAS, P.E. ° o LICENSE NUMBER 47919 g�g REVISION NO. I REVISION NO. 2 REVISION NO. 3 REVISION NO, 4 BUILDER: PROJECT: BUILDING DESCRIPTION: DRAWING TITLE- CAD TECH: BLAIR Q DATE DATE. DATE. DATE BUTLER FLORIDA BLDG CODE 2001 AREA "A" CHECKED BY: DATE: 7/21 /03 Z w CAD TECH. CAD TECH: CAD TECH: CAD TECH: CONSTRUOMON BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B CROSS SECTION ENc'R BY. S. THOMAS LEAD TECH. JACKSON Y 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ GRIDS S3-S15 DRAWING NUMBER RE✓. NO. o 3 CHECKED BY CHECKED BY. CHECKED BY. CHECKED BY. 6601 EXECUTIVE DRIVE REGIONAL DC #7038 1DIAREA A —1 1 Ino 5 KC, MO 64120 PHONE 816-245 0 600a FLANGE BRACE SCHEDULE ® PART NUMBER DIM. 'Y' DETAIL 1 545046-31-2 N/A 12/80 2 545046-31-6 N/A 12/80 3 545046-30-6 N/A 12/80 4 545046-31-2 N/A 56/82 5 545046-31-2 1'-5 3/4" 26/81 6 545046-52-2 2'-10 1/2" 59/82 0 S1 S1 S1,5 S2 S2,5 S3 S3,5 S4 S4 5 S5 S5,5 S6 S6,5 S7 S7,5 S8 28,5 S9 W 310 S10, 41 21S 1 S12 S13 513, S14 S14 S15 S15, S16 S16, 4 n2 4' 842' -4" EW [EW BAYS 53'-2" 52'-0" 52'-0" 54'-0" 52'-0" 52'-0" 52'-0" 54'-0" 52'-0" 52'-0" 54'-0" 52'-0" 52'-0" 54'-0" 52'-0" 53'-2" SW COL. TYP. , „ „„ „ „ „ 1'-2" 26'-0" 26'-0' 26'- 0 26 -0 26 -0 26 -0 27'-0" 27 -0 26'-0 26 -0' 26 -0 26'-0 26 -0" 26' 0" 27'-0" 27'-0" 26'-0" 26'-0" 26'-0" 26'-O" 27'-0" 27'-0" 26'-0" 26'-0" 26'-0" 26'-0" 27'-0" 27'-0" 26'-0" 26'-0" 26'-0" 26'-0" 1'-2" INTRM. SW COL. GABLE 5 TYP. STRUT BRACING 5 GJ2ANGLE 558 AREA "B" 80 39 TYP. @ 38 TYP. SEE 27' EAVE STRUT 4 SW 8c EW CANOPY STRUT BRACING SEE SEE DET. A/22 27' EAVE STRUT STRUT BRACING 26 EAVE STRUT DET. B/22. TYP. 27' EAVE STRUT STRUT BRACING SEE 27 EAVE STRUT 27' EAVE STRUT 80 Q �/ 702278-323-4 SEE DET. A/22 27 EAVE STRUT s1 ALL COLS. 702278-311-4 81 NOTE 1 702278-323-4 702278-323-4 55 702278-323-4 (� N 702278-323-4 ®54' BAYS UNO. 702278-323-4 DET. C/22. TYP.— — — — — — — TYP. UNO. 52' BAYS UNO. 82 cu 80 \ CD In o Ld 80 55 1 Ln v Q L0 co Ld n 82 22 TY 3 40 TYP. 85 5 u� a II 4 22 81 5 107 85 I I I I I N N fxl I f� 7 X 1 0 >G 7 44 TYP. o o ,� 82 BRACING 1 o 1 I 0 1 TYP. ® 44 1-0I II o o II x 7 1 1 1 1 1I 1 BRACING s2 1 7 x 1 1 b (� O 7 / ®/ I N I V) x 1 O ® 1 >G 7T b I w o 1 < Lf� o w I TYP. ® ALL 98 0 J a o dLlco can 1 X 7 2 TYP. ® I UNO. GRIDS 84 7 X 1 z J ®� gp S1 UNO. v Q Q / 7 X�N ILom c�olLIVI:) TYP. GRIDS (S2-S16) 3 Q a \ N�iv NSEE BLOCK 2 \ 82 INTERIOR COLUMN 7 >G 3 Np W M M r� OUT PLAN DWG. AREA A-22 W I o (� 7 x 1 x z b O In Q o N 6 �` 7 I I I 1 0 1 W O LL (� � `- � Cl �. 99 98 7 X 1 `O o 0I I i �' x 7 84 84 2 N o: 0 1 >< 7 1 I 51 TYP. 1 7 oi- sm, 38 X b 1 1 S P O 17 ®o W n Lf0 0 - v `o 1 82 INTRM. a cb L� o p a II 98 TYP. @ ALL JOIST 7 X 1 I U r) n. V) 84 ".5" GRIDS d w w r� 1 1 X 7 UNO. 1 1 1 I I o N O I I I 1 E r J \� i� 5 4 N i� 5 1 TY 3 40 TYP. 107 �. � � e N o DI 107 22 22 81 85 ® v ©- - 85 82 I 5 v (/1 w n 7 a II 80 / I I I o I \ 11 80 V) p� N — — — — U) 27 EAVE STRUT N J o 27' EAVE STRUT 26 EAVE STRUT 39 TYP. © 27 EAVE STRUT STRUT BRACING SEE 55 � PZ 5 77BAVE STRUT 27' EAVE STRUT DET. C 22. TYP. ALL COLS. 702278-323-4 / 82 7 27' EAVE STRUT z 702278-323-4 _ o cZ 702278-323-4 702278-311-4 4' SW & EW CANOPY 702278-323-4 81 52' BAYS UNO. 80 702278-323-4 80 TYP. UNO. 702278-323-4 38 TYP. ui 0 w STRUT BRACING w w STRUT BRACING 81 SEE NOTE 1 STRUT BRACING SEE SEE DET. A/22 V SEE DET. A/22 DET. B/22. TYP. Q 3 p GABLE ANGLE R OO BRACING PLAN AREA A ® 54 BAYS UNO. N � w :2 GJ2558 I BRACE RED SCHEDULE OD M 0 DATE' 0 0 CAD TECH: 0 0 0 3 CHECKED BY: z 7) 0 REVISION NO. I DATE. CAD TECF CHECKED ❑E544049-227 MBER DESCRIPTION THREAD 1157 3/4" x 13'-l" RH-RH 2 3/4" x 18'-11" RH-RH 3142 3/4" x ll'-10" RH-RH 4 544051-192 1 " x 16'-0" RH-RH 5 544061-240 1" x 20'-0" RH-LH 6 544049-162 3/4" x 13'-6" RH-RH 7 544059-240 3/4" x 20'-0" RH-LH 1"- CLEVIS 095280/TURNBUCKLE 095272 3/4"- CLEVIS 095278/TURNBUCKLE 095047 REVISION NO. 2 DATE., CAD TECH: CHECKED BY. NOTES: 1.) A DENOTES WALL BRACING 2.) U.N.O. = UN -ESS NOTED OTHERWISE. 3.) • INDICATE JOIST BOTTOM CHORD EXTENSION 4.) LOCATE EAV WIND BRACE AS SHOWN AT RIGHT. 5.) CONVEYOR NNECTIONS MUST BE NO GREATER THAN 1'—O"ROM JOIST PANEL POINT. IVE 6.) DO NOT MAANY PERMANENT ATTACHMENT TO TOP FLANGE OF STRUTS. (e.g. GABLE ANGLE, TEMPORARY RACE, ETC.) REVISION NO. 3 REVISION NO. 4 DATE. BUTLER I� p��1Upy� CAD TECH: ODNSTIf"11C II DO u CHECKED BY.- 6601 EXECUTIVE DRIVE KC, MO 64120 PHONE 816-2 -6000 z = Q u � z _� - o M W THESE PLANS AND ALL PROPOSED WORK TYP. 26' SPACE 10'-7 1/2" 4'-9" 10'-7 1/2" ARE SUBJECT TO ANY CORRECTIONS v' -7'r 03 g REQUIRED BY FIELD INSPECTORS THAT TYP. 27' SPACE 11'-1 1 2" 4'-9" 11'-1 1 2" k MAY BE NECESSARY IN ORDER TO FRAME COMPLY WITH ALL APPUCABLE CODES. TYPICAL EAVE WIND BRACE © 54' & 52' BAYS STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 a BLAI R BUILDER: PROJECT: BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH. 3 BUTLER CONSTRUCTION 03016 WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 FLORIDA BLDG CODE 2001 130 MPH WL EXP. B 20 ILL, 5 CL, 0 EQ AREA "A" ROOF STRUCTURAL PLAN CHECKED BY: DATE: 7/21/03 Z Y o s ENG'R BY: S. THOMAS LEAD TECH: JACKSON DRAWING NUMBER REV NO. — 0 00 S1 51,5 S2 S S3 S3,5 S4 S4 5 S5 S5.5 S6 56,5 �D S7 5 S8 S8,5 S9 53'-2" 52'-0" 52'-0" 54'-0" 52'-0" 52'-0" 52'-0" 54'-0" BAYS � `j 26'-0" 26'-0" 26'-0" 26'-O" 26'-0" 27'-0" 27'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 27'-0" 27'-0" I 0 I INTRM. CSW COL. TYP. UT 26' 27' CANOPY PURLIN FU1215N0(TYP.U26I) o o o EW 54051A6 EAVE 4T 5405 EAVE 4, 702275, (TYP. 27') TYP. 27' TYR. 26' H N _4 Lo I 540516-323-4 I I I I I I I I 27' EAVE STRUT p Lu I w U Q 153 TYP. ALL PURLIN 702275 g7 SECTIONS 27 CANOPY V) N I S9 S9 5 S10 S10 5 S11 S11 5 S12 S12 113 S1 4 S14 S15 S15, S16 S16 S17 52'-0" 52`-0° 54'-0" 52'-0" 52 0" 54'-0" 52'-0" 53'-2° { I 0 0 0 „ 20' EAVE STRUT 26'-0 26'-0" 26'-0" 26'-0" 27'-0" 27 -0' 26'-0" 26'-0 26'-0" 26'-0" 27'- 27 -0 26 -0 26 -0 26'-0" 26'-0" 1'-2" I 540516-239-4 TYR. 20' o INTRM. SW COL. TYP. EW H -0 � 27' CANOPY PURLIN 27' EAVE STRUT 26' EAVE STRUT of 20' CANOPY PURLIN ( 26 CANOPY PURLIN FU 1215, (TYP. 26') 702275, (TYP. 27') 540516-323-4, - - w TYP. 27' TYP. 26 I FU1213 (TYP, 20') a o Q - - - - - -I - I -- -- -- -- -- -- V) 153 TYP. ALL 87 SECTIONS Q 0 16' EAVE STRUT 540516-191-4 o H TYP. 16' ® 1 Q N 16' CANOPY PURLIN d II � I FU1212 (TYP'. 16') N TYP. ALL N 1817 SECTIONS L7 __ I __I__ I _ I_ I_ ]SIE ALL 153 I - SECTIONS g7 � - - - - o ITl 0 o I 27' CANOPY PURLIN 27' EAVE STRUT 26' EAVE STRUT 26' CANOPY PURLIN H I I I 702275, (TYR. 27') 540516-323-4, 540516-31 1-4, FU 1215, (TYP. 26') 0 EW. TYR. 27' TYP. 26' 20' EAVE STRUT II INTRM. SW COL. TYP. 540516-239-4 : TYP. 20' o l'-2" 26'-0" 26'-0" 26'-O" 26'-0" 26'-0" 26'-0" 27'-0" 27'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 27'-0" 27'-0" H o L N I � BAYS 53'-2 52'-0" 52'-0" 54'-0" 52'-0" 52'-0" 52'-0" 54'-0" 20' CANOPY PURLIN L FU 1213 (TYP. 20')' a S1 at, S2 S2,5 S3 S3,5 S4 S4,5 S5 S5,5 S6 S6:5 S7 S7,5 S8 S8,5 S9 H o I � I w � H (/j 153 TYP. ALL 27' EAVE STRUT 0j e7 SECTIONS 540516-323-4 �t I � 27' CANOPY II PURLIN 702275 0 In 27' CANOPY PURLIN 27 EAVE STRUT 26' EAVE STRUT 26' CANOPY PURLIN o H © L 702275, (TYP. 27') 540516-323-4, 540516-311-4, FU1215, (TYP. 26') EW. TYP. 27' TYP. 26 I w INTRM. SW COL. TYR. a 26'-0" 26'-Op' 26'-0" 26'-0" 27'-0" 27'-0" 26'-0" 26'-0" 26'-0" 26'-0" 27'-0" 27'-0" 26'-0" 26'-0" 26'-0" 26'-0" 1'-2" o 52'-0" 52'-0" 54'-0" 52'-0" 52 1_o° 54'-0" 52'-0" 53'-2" I 00 wim UI - O S9 S9 5 S10 S10,5 S11 S1L5 S12 S12, at S 3 S14 S14, at S15 atS16, S17 `l NOTE: N J THESE PLANS AND ALL PROPOSED WORK 1. REFER TO DWG AREA A-45 �. ;k ARE SUBJECT TO ANY CORRECTIONS FOR MISC. ROOF TRIM DETAILS o ON 4'-0 CANOPY. M REQUIRED BY FIELD 1NSPECTOS' � THAT 1�r 03 4' CANOPY FRAMING PLAN AT SID WALLS 8c ENDWALL MAYBE NECESSARY INORDE3TO w COMPLY WITH ALL APPLICABLE, CODES. � STEVEN M. THOMAS, P.E. o LICENSE NUMBER 47919 REVISION N0. i REVISION NO. 2 REVISION NO. 3 REVISION NO, 4 BUILDER: PROJECT' BUILDING DESCRIPTION.: DRAWING TITLE: CAD TECH: BLAIR a DATE oarE• DATE: DATE: pUTLER FLORIDA BLDG CODE 2'001 AREA "A" CHECKED BY: DATE: 7]REV.N w CAD TECH: CAD TECH: CAD TECH: CAD TECH: C�ONSTRMC T110IN BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B CANOPY PLAN ENG'R BY. S. THOMAS LEAD TECH: Y 1 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ DRAWING DRAWING NUMBER CHECKED BY. CHECKED BY.CHECKED BY.• 6601 EXECUTIVE DRIVE REGIONAL DC #7038 D AREA A - 21 s 0 KC, MO 64120 PHONE 816-245 6000 a USE (4) 3/4" x 2" A325 TENSION CONTROL BOLTS W/HEAVY HEX NUTS. CLIP- 70001 BAR JOIST, BOTTOM CHORD DATE., ,yf liF1V lLlil 1. 0 0 3 CHECKED BY� Z 0 NTRM. SW COLUMN BRACE ANGLE DETAIL 1 USE (2) 5/16" SELF DRILLING SCREWS (097405) AT EACH JOIST E ANGLE T. =Tm f N,= =T=IIII 'S NIM= BRACE ANGLE BRACE GK1863 GK186 26'-0" 1 22 DETAIL A UT JOIST 22 Y 26'-0" JOIST M'rml ON= r9-1VIAr ©y� wlk� DETAIL 2 OZ BRACE ANGLE BRACE NGLE GK1861 GK1861 "o I 3 16 1 1 2" P 2 TYP. ® 0)0 3 16 1 1 2 22 EACH JOIST o0)0 Ig � 01 \� ¢o N i 22 FRAME FRAME 26'-0" 26'-0" BAR JOIST, BOTTOM CHORD CONNECTING II DETAIL C BRACING CLIP L 3 REVISION NO. 1 REVISION NO. 2 REVISION N0. 3 REVISION NO. 4 DATE: DATE: DATE.• p fl TILFE R 11 CAD TECH: CAD TECH: CAD TECH: CO N ST R UJ CM O uL CHECKED BY..- CHECKED BY.: CHECKED BY., 6601 EXECUTIVE DRIVE KC, MO 64720 PHONE 816—< BUILDER: BUTLER CONSTRUCTION 03016 PROJECT., WAL* MART FORT PIERCE, FLORIDA REGIONAL DC #7038 DETAIL B S1 S2 L5'-0" i 47'-0" FU2913 - --- ROOF BLOCK OUT PLAN ALL TOP & BOTTOM CHORD JOIST BRIDGING MUST ATTACH TO TOP & BOTTOM FLANGE OF MILL PURLINS FU2911. 14, THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT t 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. - STRUT BRACING DETAILS FRAME 1. 0 = 0 _ rySTEVEN M, THOMLICENSE ]AjoE NUMBERCAD Ixf TECH: BLAIR CHECKED BY: DATE.• 7z Ld ENG'R BY.• S. THOMAS LEAD TECH: JDRAWING NUMBER D AREA A —22 a 2 1� 0 � DATE: 0 CAD TECH. 0 0 0 3 CHECKED i z O EW ROOF BEAM #2 EW ROOF BEAM #2 FU2893 FU2889 r � d co d 0 W 80 wCY9 w=i W=i I I 85 SI 84 REVISION NO, 1 27'-0„ DATE: CAD TECH: CHECKED BY: 10" EMBED. (SA.5 - SD & SE) 27'-0" SA,S REVISION NO. 2 DATE CAD TECH: CHECKED BY: I 2 TYP. 0 EW 80 ROOF BEAN U.N.O. OR LINE EW POST 20'-0" REVISION NO. 3 0 m o_ 00 N WL=i DATE., CAD I� E NOW 20'-0" It 0 co o_ 00 N W L= 20'-0" EW ROOF BEAM #3 FU2910 EW ROOF BEAM #1 r7 EW ROOF BEAM #4 N FU2890 (TYP. 20' U.N.0.) 12 �1/4 FU2917 fn 00 `V `4 � N 0 o00 a � 0 o� �ro o� 121 V)p oaro � (n °No w=i 0 0_00 3Y W 0 o ro 86 o�of W w� 94 84 w� wcYa w� SC,S 121 86 R GIRT �82 TYP. THIS 67 — — — FP0478 I GIRT I GRID UNO I (83 550328- GIRT GIRT 0 129-4 530923-263-4 TYP. UNO. 530925-347-4 TYP. 26 � I v' I TYP. 67 I U.N.O. 81 0 4 63 CN 15 U.N.O. gp 20'-0" EN DWA CONVEYOR MEZZANINE (NOT SUPPLIED BY BMC.) 11'-2" 8'-10" 32'-0" 20'-0" 302'-4" SD 5 SE SE,S STRUCTURAL ELEVATION AT GRID S1' Sb 20'-0" 20'-0" SFm IMPORTAN M ROOF BEAMS MARKED / COULD BE REVERSED DURING ERECTION. ROOF BEAMS MUST BE INSTALLED AS SHOWN FOR PROPER FIT -UP OF PARTS AND TO INSURE STRUCTURAL INTEGRITY OF THE BUILDING, INSTALL (4) ROWS SAG STRAPS 544045 AT 1/4 POINTS IN EW ROOF BEAM #2 BAYS SHOWN FU2889 a Ln M ono a- ono 3: 0 I � I GIRT 53092 TYP. THIS 60 GRID UNO. 82 67 83 27' -0" EW ROOF BEAM #2 rFU2888 5 0 116 80 3 y 89 W (D '—GIRT 44 TYp. 530926-335-4 g2 196 89 27'-0" l'-2" S t, SH SH' BRACE ROD SCHEDULE ❑ PART NUMBER DESCRIPTION THREAD 1 544063-240 1 1/4" X 20'-0" BRACE ROD RH-LH 2 544053-218 1 1/4" X 18'-2" BRACE ROD RH-RH 3 544053-211 1 1/4" X 17-7" BRACE ROD RH-RH M CLEVIS 095282 - TURNBUCKLE 095274 F , 10 0 - - o - — n _ a THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO c COMPLY WITH ALL APPLICABLE CODES. STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 REVISION NO. 4 BUILDER: PROJECT. BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: BLAIR 3 p » �� CHECKED BY.- DATE. 7/21 /03 o BUTILLER FLORIDA BLDG CODE 2001 AREA A w C Oo�1��G �C��p��l BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP, B ENDWALL STRUCTURAL ENG'R BY S. THOMAS LEAD TECH: JACKSON Y L� 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ ELEVATION @ GRID S1 DRAWING NUMBER REV. NO.. 6601 EXECUTIVE DRIVE REGIONAL DC #7038 D AREA A -30 00 5 KC, MO 64120 PHONE 816-24 6000 a MATERIAL CHART FAB COLUMNS DESIGNATION OVERALL LENGTH DEPTH (IN) OUTER FLANGES INNER FLANGES WEB THICKNESS EW POST #1 VARIES 12 1/4 10 X .375 10 X .375 0.188 EW POST #2 VARIES 12 1/4 8 X .375 8 X .375 0,188 EW POST #3 VARIES 1 12 1/4 9 X .500 9 X .500 0.250 EW POST #4 VARIES 12 1/4 9 X .375 9 X .375 0.188 EW ROOF BM #1 20'-0" 16 6 X .250 6 X .250 0.160 EW ROOF BM #2 27'-0" 16 6 X .500 6 X .500 0.160 EW ROOF BM #3 20'-0" 16 6 X .500 6 X .500 0.188 EW ROOF BM #4 32'-0" 16 8 X .500 8 X .500 0.188 I INTERM. SW COL. #1 GJ2527 (TYP.) ROOF LINE -------------__—_-- - ---- ------------------- - GIRT GIRT, 530924-3 -4 26 TYP. @ FLG. BRACES GIRT, 530924-347-4 GIRT, 530924-347-4 530926-347-4 TYP. UNO. 81 AT INTM. SW. COL. ONLY 'O , 18 60 TYP. ® 16 TYP. DOOR PST ROU—.N. YP. ® GIRTS I 80 82 THIS GRID 80 EXT. AN LE O. 702168 P. io LVR SILL/HDR LVR SILL/HDR 20 TYP. DOOR HEADER GIRT, FP5309 TYP. 153 TYP. GRIDS LVR SILL/HDR LVR SI GIRT, I FP4821 FP5311 TYP. UNO. FP4584, TYP. THIS ELEV. UNO. 87 S1 FP5312 80 Ln GIRT I , 530927- GIRT 4 TYP r� 181-6 TYP. 21 550317- 80 _1 550317- FP5312 FP4821 LL/HDR (FIELD WORK) 81 022-0 - \ / \ Q HMDOOR FRAMINGII / 30 TYP. \ TYP. THIS 29 ; 21 p \ \ o GRID, UNO. 81 81 32 TYP. / / 81 / �\// X, % �V / o 81 % n i� i FLOOR /� /\� / LINE / I DOOR POST DOCK SEAL POST GIRT 550328- B DOCK 33 Np 24 TYp, 23 TYP. GH0871, TYP. UNO. C FU2894 TYP. D D 106-6, FIELD 3' X 7' 21 CUT © HM DOOR 81 3' X 7' SEAL 81 HMDOOR POST 81 81 UNO 2 -8 HMDOOR FU2894 8'-4" 3'-8' 8" 8" '-2' 8" 8" '-2' 8" 8" '-2' 8" 8" '-2' 8" 8" '-2 8" 8" -2' 8" 8" '-2' 8" 8" -2' 8" 8> -2' 8" 8" -2' 8" 8" 8" -3' 3'-3' 8" -2 8" 8" -2 8" 8" 2 -7 2'-3" 2'-3" 2„ 3" 2'-3, 2,> S' 2'-3" »2„3" 2'-3, „ „ 2,- 3" 2'-3" » 2, 3" 1'-9" » 1 ,1 9„ 2'-9 » 2,_9„ 4 -0 1 l'-3" 8 -6 8'-6" 4'-6" 8 -6 8 -6" 4 -6' 8 -6 8 -6 4 -6 8' -6 a -6 4'-6 8 -6 8 -6' 4'-6 8'-6 8'-6 6 -6 8'-6 8 -6 4 -6' 8'-6" 26'-0" INTM. SW COL. TYP 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 27'-0" 27'-0" 1'-2" 52'-0" COL. TYP. 52'-0" 52'-0" 54'-0" 842'-4" S1' S1 SL5 S2 S2B5 S3 S3,5 C4D ct) SI )EWALL STRUCTURAL ELEVATION AT GRID SH' INTERM. SW COL. #1 ROOF LINE GJ2527 (TYP.) -- — -- — -- -- — -- — -- — -- --- — -- — -- ----—------ ------ ---------- ---------------- GIRT, 5309 4-335-4 ];*yT�11::M. P. ® FLG. BRACES GIRT, 530924-347-4 GIRT, 530924-347-4 TYP. UNO. ASW. COL. ONLY o TYp• 16 DOOR ST 15 TYP. ® GIRTS 80 EXT. AN LE 80 U.N.O. io 702168 TYP. o LVR SILL/HDR 4 TYP. 20 Typ, DOOR HEADER GIRT, FP5309 TYP. 153 TYP. GRIDS LVR SILL/HDR GIRT, FP5311 TYP. UNO. 80 80 FP4584, TYP. THIS ELEV. UNO. FP4820 FP5312 87 S1 THRU S17 Fl TCH INE REVISION NO. I I DATE., MATCH LINE GIRT, a 550317- GIRT, LVR SILL/HDR ' \ / 052-0 FP5312 x \ FP4821 30 TYP. \ a / 32 TYP. / / �V / n \/ A m a 81 i i� FLOOR i� i //�� / / / / / / / LINE / 81 DOOR POST DOCK SEAL POST I A D 33 TYP. 24 TYp, 23 TYP. GH0871, TYP. UNO. C A FU2894, TYP. D 3' X 7' 81 81 81 UNO HMDOOR 8" 8" '-2' 8" 8" '-2 8" 8" '-2 8" 8" '-2' 8" 8" '-2' 8" 8" -2' 8" 8" '-2, 8" 8" -2' 8° B" -2' 8" 8"L-2 8" 8" '-2 8" 8" 8" -3' 3'-3' 8" '-2 8" 8" '-2 8" 8"-L 2' 3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3> 1'-9" 1'-9" 2'-9" 2'-9" 8'-6" 4'-6" 8'-6" A8'-6" 4'-6" 8'-6" 8'-6" 4'-6° 8'-6" 8'-6„ 4'-6" 8'-6" 8'-6" 4'-6" 8'-6" 8'-6" 4'-6° 8'-61 8'-6" 6'-6" 8`-6" 8'-6" 4'-6" 8'-6" MATCH 26'-D" INTM. SW COL. TYP 26'_0" 26'-0" 26'-0' 26'-0" 26'-0" 27'-0" 27'-0" LINE 52'-0" COL. TYP. 52'-0" 52'-0" 54'-0> 842'-4" S5 5 i S6 t5 S7 S7,5 S8 S8,5 S9 m SI DEWALL STRUCTURAL ELEVATION AT GRID SH Lo MATERIAL CHART DESIGNATION PART CODE I SIZE INTRM. SW. COL. #1 12 1/4" FAB 8x.375/.188 o I o I o. o O o O THESE PLANS AND ALL PROPOSED WORK N "' FLOOR N r FLOOR r, I FLOOR FLOOR ARE SUBJECT TO ANY CORRECTIONS LINE LINE LINE LINE REQUIRED BY FIELD INSPECTORS THAT o O MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. W SECTION A SECTION B SECTION C SECTION D STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 a REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 BUILDER: PROJECT.- BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: BLAIR DATE: DATE. o o " " 3 BUTLEF1 FLORIDA BLDG CODE 2001 AREA A CHECKED BY. DATE. 7/21/03 Z CAD TECH: CAD TECH: CONSTRUCTION BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B SIDEWALL STRUCTURAL ENc'R BY. S. THOMAS LEAD TECH: JACKSON Y U1 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ ELI-VATION @ GRID SH' DRAWING NUMBER REV NO. o CHECKED BY. CHECKED BY. 6601 EXECUTIVE DRIVE REGIONAL DC #7038 D AREA A —31 00 5 KC, MO 64120 PHONE 916-24 6000 a � I M L 0 I ' M i 0) I co 0 m I u 0 DATE 0 w CAD TECH: 0 CHECKED BY.• 0 MA TCH LL NE MR TCH LINE ----------ROOF LINE ---------------- 26 TYP. ® FLG. BRACES GIRT, 53092 -335-4 GIRT, 530924-347-4 GIRT, 530924-347-4 INTERM. SW. COL. #1 81 AT INTM. SW. COL. ONLY TYP. UNO. GJ2527 (TYP.) 15 TYP. @ GIRTS TYP, 16 153 TYP. GRIDS 80 U.N.O. 80 87 S1 THRU S17 LVR. SILL/HDR. 4 TYP. T'p• 20 DOOR HEADER L SILL/HDR GIRT, LVR SILL/HDR GIRT, FP5309 TYp. FP5311, TYP. UNO. gp gp FP4584, TYP. F X820 FP5312 FP4821 THIS ELEV. UNO. GIRT, gl TYp 550317- F 5312 ' \ , — ; � % 0 RE RISER t I \\// , // \\// % \v \ / \\// \ \\ OPENING / 81 /\ /\ m a \ X21 1 — 11 � \ ",\ A I 81 A DOCK SEAL POST DOOR POS D C 24 TYP, FU2894 TYP. GH0871, D 3' X T TC 81 TYP. 23 HMDOOR UNO. 81 2' -8» 8" 8" -2' 8" 8" -2' 8" 8" -2' 8" 8" -2' 8" 8" -2' 8" 8" 8"-3"3'-3' 8" '-2' 8" 8" '-2 8" 8" 3'-8' 8" 8" '-2' 8" 8" -2' 8" 8" -2' 8" 8° 2'-3 „ „ 2 -3" 2'-3" „ 2,-3„ 2'-3" „ 2,-3» 2'-3 „ 2 -3 1 -9 » 1 -9» 2'-9 2 -9 2 -3 » 2 -3» 2,-3' 2,-3» 8 -6 4 -6 8 -6 8 -6 4 -6 8 -6 8 -6 , 4 -6 8 -6 8 -6 4 -6' 8'-61 8 -6 6 -6" 8 -6 8 -6' 4 -6" 8 -6 8 -6' 4 -s 8 -6 8 -s" 4'-6 8'-6" MATCH it 26'-0" INTM. SW LCOL. TYP. 26'-0" 26'-0" 26'-0" 27'-0" 27'-0" 26'-0° 26'-0" LINE COL. TYP. 52'-0" 52'-0" 54'-0" 52'-0" 842'-4" S9 (ItD S11 S11,5 S12 512 S13 SIDEWA L STRUCTURAL ELEVATION AT GRID SH' ROOF LINE INTERM. SW. COL. #1 GIRT, 530924-347-4 GIRT, 530924- 7-4 GIRT, 530924-335-4 tBIWAT FLG. BRACES GIRT, GJ2527 (TYP.) TYP. UNO. M. SW. COL. ONLY 530926-347-4 1 TYP. GRIDS LVR SILL/HDR ® GIRTS TYP. 16 60 I 29S1 THRU S17 FP4820 . 80 82 81 tF VR. SILL/HDR. 4 TYP. GIRT, LV SILL/HDR GIRT, FP5309 TYP. TYp. 20 DOOR HEADER P5311, TYp. UNO. 80 FP5312 FP 821 THIS ELEV. UNO. 80 FP4584, TYP. a 32 TYp. GIRT, GIRT gl 550317- FP5312 530927- / �/ X 181-6 29 � 81 oz \ \ FIRE 81 33 TYP. l n , RISER \/ % 81 \ X 21 \ /\ \ \� FLOOR OPENING �� � 81 \ ! \ / \ LINE DOOR POST 24 TYP. D 3' X 7' C D A A TYP. 23 GH0871, TYP. 81 HMDOOR gyp• 81 UNO. 2 8" a 8' 8"-3"3'-3' 8" '-2 8" 8" '-2 8" 8" 3'-8' 8" 8" '-2' 8" 8" -2' 8" 8" '-2 8" 8" '_2 8" 8" '_2 8" 8" '-2 8" 8" 14'-7" THESE PLANS AND ALL PROPOSED WORK 2'-3" 2'-3" 2'-3" 2'-3" 1'-9" 1'-9" 2'-9" 2'-9" 2'-3" 2'-3" 2'-3" 2'-3° 2'-3" 2'-3I, 2'-3" ARE SUBJECT TO ANY CORRECTIONS 8'-6" 4'-6" 8'-6" 8'-6" 4'-6" 8'-6" 8'-6" 6'-6° 8'-6" 8'-6" 4'-6" 8'-6" 8'-s" 4'-6 8'-6" 8'-6" 4'-6" 8'-6" 8'-6" 4'-6" 8'-6' 8'-6" 15'-3" REQUIRED BY FIELD INSPECTORS THAT 26'-0° INTM. SW COL. TYP. 26'-0" 27'-0" 27'-0° 26'-0" 26'-0" 26'-0" 26'-0" MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, COL. TYP. 52'-0" 54'-0" 52'-0" 52'-0" 842'-4" S13 S13, S14 S14, S15 S15, S16 S16, S17 S17' a, SIDEWA L STRUCTURAL ELEVATION AT GRID SH' 00 MATERIAL CHART DESIGNATION PART CODE SIZE INTRM. SW. COL. #1 12 1/4" FAB 8x.375/.188 I .� - � �_� 0)N 0 d M N 0 N o I a FLOOR LINE FLOOR LINE FLOOR LINE FLOOR.�(/t!��"`- m � � o � o i ui " w It SECTION A SECTION B SECTION C SECTION D STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 lk REVISION N0. 1 REVISION N0. 2 REVISION N0. 3 REVISION ND. 4 BUILDER: PROJECT: BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: BLAIR � DATE. DATE. DATE., C3o $> ') CHECKED BY. DATE: 7/21 /03 M`1TL�C�FLORIDA BLDG CODE 2001 AREA A Woz CAD TECH. I1V�J CAD TECH: CAD TECH: 0OTRI CTI]ON1 BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B SIDEWALL STRUCTURAL ENc'R BY- S. THOMAs LEAD TECH: JACKSON y U r 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ ELEVATION @ GRID SH' DRAWING NUMBER REV. NO. CHECKED BY. CHECKED BY. CHECKED BY: 6601 EXECUTIVE DRIVE REGIONAL DC #7038IDIAREAn KC, MO 64120 PHONE 816-245 6000 ''Fi — 3 2 Q ------------ i -ROOF LINE -------------------- --------------------- o GIRT, 530926-347-4 GIRT, 530924-335-4 TYP. UNO. 26 TYP. @ FLG. RACES COL. ONLY GIRT, 530924-347-4 GIRT, 530924-347-4 INTERM. SW. COL. #2 (TYP.) GJ2528 TYP. 81 AT INTM. SW. 0 1 29 i 81 60 82 q Typ, 16 80 15 TYP. © GIRT 153 TYP. GRIDS g7 S1 THRU S17 80 U.N.O. Ln 00 I in TYP. 20 11-7- DOOR HEADER FP4584, TYP. GI T T, FP5309 TYP. S ELEV. UNO. LVR SILL/HDR FP4821 GIRT, FP5312 LVR SILL/HDR FP4820 LVR. SILL/HDR. FP5311, TYP. UNO. 4 TYp, 80 80 1 0 '0023 29 81 GIRT 530927- 181-6 GIRT, FP5312 550317- 052-0 -111 32 TYP. 81 \ / / / \ / / \ \ \ 81 TYP. 81 FLOOR LINE 21 81 °' o a � 33 TYP. 81 /\ r r r r / r r /� / r r r /� r r /\ r / / r /� r r / 81 MATCH LINE REVISION NO. 1 DOOR POST 3' 7' DOCK SEAL POST TYP. GH0871, TYP. C P. UNO. D X D FU2894 TYP. 81 14'-7" 8° 8° -2' 8" 8" -2' 8" 8" -2' 8" 8°"-2' 8" 8" -2' 8" 8" -2' 8" 8" 3'-8" 8" 8" -2 8" 8" 3'-2' 8" '-3"3'-3' 8" 8" 8° -2' 8" 8" -2' 8" 8° '-2' 8" 8» 2'_3" 2'-3" 2'-3" 2' 3» 2'-3» 2-3" 2'-3» 2'-9" 2'-9" 1'-9" 1'-9" 2-3" 2'-3" 2'-3" 2'-3» 15'-3" 8'-6" 8'-6" 4'-6" 8'-6" 8'-6" 4'-6" 8'-6» 8'-6" 4'-6" 8'-6„ 8'-6" 4'-6» 8'-6" 8'-6" 6'-6" 8'-6" 8'-6" 4'-6" 8'-6" 8'-6" 4'-6» 8'-6" 26'-0" INTM. SW COL. TYP. 26'-0" 26'-0" 26'-0' 27'-0" 27'-0" 26'-0" 26'-0" 52'-0" COL. TYP. 52'-0" 54'-0" 52'-0" 842'-4" 17' S17 S16 S16 S15 S15 S14 S14 S13, at SIDEWA L STRUCTURAL ELEVATION AT GRID SA' - -- — --ROOF LINE ---------------- S13 INTERM. SW. COL. #2 GJ2528 (TYP.) GIRT, 530924-347-4 530924-147-4 GIRT, 530924-335-4 TYP. UNO. 153 TYP. GRIDS TYP. 16 g7 S1 THRU S17 80 IN MATCH L I NE Ij.•, GIRT, FP5309 TYP, LVR SILL/HDR GIRT, LVR SILL/HDR DOOR HEADER TYP. 20 LVR. SILL/HDR. 4 TYP. THIS ELEV. UNO. FP4821 FP5312 FP4820 FP4584, TYP. 80 FP5311, TYP. UNO. 80 /GIRT, GIRT, 0 32 TYP. 550317- 81 FP 5312 052-0 l/ z / V r \ r v \ v 'r' 1 o // v V23 33 P. �r i X TYP. rr\� 81 C TYP. UNO. D D DOOR POST GH0871, TYP. DOCKS POST FU2894 TYP. 81 TYP. HM O7' 2'-8" 8" 8" -2' 8" 8> -2' 8" 8" -2' 8" 8» 3'-8' 8" 8" -2 8" 8" 3'-2 8" -3' 3>_ 8" 8" 8" -2' 8" 8" -2' 8" 8» -2' 8" 8" -2' 8" 8" -2' 8" 8" -2' 8» 2'-3" 2'-3" 2'-3" 2'-3» 2'-9" 2'_9» 1'-9" 1'-9" 2'-3" 2'-3" 2'-3" 2'_3» 2'-3" 2'-3"J.2'-3' 2>-3" 8'-6" 4'-6" 8'-6" 8'-6" 4'-6" B'-6" 8'-6" 4'-6" 8'-6" 8'-6" 6'-6" 8 -6" 8'-6" 4'-6" 8'-6" 8'-6" 4'-6" 8'-6" 8'-6" 4'-6" 8'-6°' 8'-6' 4'-6" 8'-6" MATCH 26'-0" INTM. SW COL. TYP. 26'-0" 27'-0° 27'-0" 26'-0" 26'-0" 26'-0" 26'-0" LINE 52'-0" COL. TYP. 54'-0" 52'-0" 52'-0" 842°-4" S12 S1z S11 S11 S10 5 °' S10 °' S9°5 S9 m SIDEWA L STRUCTURAL ELEVATION - p, AT GRID SA' _ °' a o 0. _ .. W (O � x r7 THESE PLANS AND ALL PROPOSED WORK i _ o ARE SUBJECT TO ANY CORRECTIONS N "' N o FLOOR FLOOR in I FLOOR I FLOOR a REQUIRED BY FIELD INSPECTORS THAT uNE LINE LINE LINE���" MAY BE NECESSARY IN ORDER TO 0 COMPLY WITH ALL APPLICABLE CODES. ! I I w SECTION A SECTION B SECTION C SECTION D STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 REVISION NO. 2 REVISION NO. 3 REVISION NO, 4 BUILDER: PROJECT. BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: BLAIR � GATE: DATE. BUTLER p Tp ER „ FLORIDA BLDG CODE 2001 AREA A „ 3 CHECKED BY. DATE. 7/21/03 UL� Z CAD TECH: CAD TECH: CAD TECH: ������LP��OQ� BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B SfDEWALL STRUCTURAL ENG'R BY. S. THOMAS LEAD TECH: JACKSON Y L-J 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ ELEVATION @ GRID SADRAWING NUMBER REV. ND. CHECKED BY. CHECKED BY: CHECKED BY. 6601 EXECUTIVE DRIVE REGIONAL DC # 7 0 3 8 D AREA A - 3 3 O 5_ KC, MO 64120 PHONE 816-245 6000 MATERIAL CHART DESIGNATION PART CODE SIZE INTRM: SW. COL. #2 12 1/4" FAB 9x.375/.188 ROOF LINE --------------------�------------------------------— -- --- - ----------------- 0 coo DATE: r 0 w CAD TECH: 0 0 z CHECKED BY.- D 0 MATCH LINE SI EWALL STRUCTURAL ELEVATION AT GRID SA' ROOF LINE ---- - GIRT 530926-347-4 GIRT, 530924-347-4 GIRT, 530924-347-4 26 TYP. @ FLG. 3RACES GIRT, 530924-335-4 INTERM. SW COL. #2 g1 AT INTM. SW. COL. ONLY TYP. UNO. GJ2528 (TYP.) 15 TYP. @ GIRT 16 TYP. DOOR POST TYP. ® 60 29 80 U.N.O. 80 EXT. ANGLE THIS GRID 82 81 702168 TYP. LVR SILL/HDR GIRT, LVR' SILL/HDR 153 TYP, GRIDS 20 TYp. DOOR HEADER GIRT, FP5309 TYP. LVR SILL/HDR TYP. 4 FP4821 FP5312 FP4820 87 S1 THRU 7 80 FP4584, TYP. THIS ELEV. UNO. FP5311 TYP. UNO. 80 GIRT, GIRT, 550317- O I a TYP. 81 81 GIRT 530927- FP5312 052-0 6 FIELD HMDOOR FRAMING HMDOOR / ` I CUT HM / 30 TYP. 29 81 o X I %V i� i 23 TYP. i� i FLOOR / TYP. 33 0 Ir LINE 3' X 7' DOCK SE POST DOOR POST C P. UNO. 24 TYP, 21 3' X 7' HMDOOR 2,_8„ D FU2894 P. GH0871, TYP. UNO. 81 81 HMDOOR 8" 8" -2 8° 8° -2 8" -3"3'-3 8" 8° 8" -2' 8" 8" -2' 8" 8" -2' 8" 8" -2' 8" 8" '-2' 8" 8" -2' 8" 8" -2' 8" 8" -2' 8° 8" -2' 8" 8» -2' 8» 8" 2'-9" 2'_9" 1'-9» 1'-9" 2'-3" 2'-3" 2'-3" 2 3" 2'-3" 2'-3" 2'-3" 2 -3" 2'-3" 2'-3" 2'-3" 8'-6" 4'-6" 8'-6° 8'-6" 6'-6" 8'-6" 8'-6" 4'-6" 8'-6" 8'-6" 4'-6" 8'-6" 8'-6" 4'-6" 8'-6" 8'-6" 4'-6" 8'-6" 8'-6" 4'-6" 8'-6" 8'-6" 27'-0" INTM. SW COL. TYP 27'-0" 26'-0" 26'-0' 26'-0" 26'-0" 26'-0" 26'-0" 54'-0" COL. TYP. 52'-0" 52'-0" 52'-0" 842'-4" S5 S4 5 S4 S3,5 S3 s-21 S2 m S1 5 S1 S1' - - REVISION NO. 1 DATE: MATERIAL CHART DESIGNATION PART CODE SIZE INTRM. SW. COL. #2 12 1/4" FAB 9x.375/.188 SI EWALL STRUCTURAL ELEVATION I, AT GRID SA0) 1_ . I o°' o BE NECESSARY W 0)N O M THESE PLANS AND ALL PROPOSED WORK _ ARE SUBJECT MANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT IN ORDER TO FLOOR LINE FLOOR LINE FLOOR LINE 17Q FLOOR LINE MAY COMPLY WITH ALL APPLICABLE CODES. W a SECTION A SECTION B SECTION C SECTION D STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 a REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 BUILDER: PROJECT. BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: BLAIR a DATE.' DATE.' p p T L�LE F� �J ll FLORIDA BLDG CODE 2001 AREA "A" CHECKED BY. DATE. 7/21/03 Z CH: CAD TECH: CAD TECH: CONST�IU0 ON BUTLER CONSTRUCTION WAL*MART 130 MPH WL E'XP. B SIDEWALL STRUCTURAL ENGR BY: S. THOMAS LEAD TECH: JACKSON Y L_J 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ ELEVATION @ GRID SA' DRAWING NUMBER REV. ND. o D BY. CHECKED BY. CHECKED BY. 6601 EXECUTIVE DRIVE REGIONAL DC #7038 D AREA A -34 00 KC, MO 64120 PHONE 816-245 6000