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HomeMy WebLinkAboutPLANS BATCH 08 - PAGES 71 - 80-o" FIELD CUT 6" ® START _ ROOF LINE _ T T _ T _ T _ _ T _ T T —j - - TT-T-T—r--rT—T—T�--T—T—T—Tom'--T—T—T—T �_._�T--T—T—T__ _T T—T T—T T T� T—T T � T� I —T- T- T� T-T-T -T--IT—T-T-T T-T F I F I F B C\\ / \/ \ \/ \/ \ / AX / X A A / \ \ A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A HM DOD 6'-0" 6,_3" 12'-0" 8 -6 5 -0 8 -6 „ 8 -6 5 -0 8 -6 „ 8'' 6" 3'- '3'-6" 8'-6" 8'-6" 5'-0" 8'-6" -6 2 68'-6" 5'-0" 8 62'-6" 2'-68 -6 5 -0 8 -6 8 -6 5'-0° 8'-6" 2 -9' 2 -6 2 -6 2 -6 2 -6 1'-6' 1'-6 2'-6mi - 2'-6" 2'-6" 2'-6" 2'-6" 27'-0" INTRM. SW. COL. 27'-0" 27'-0" 2 '-0" 27'-0" 27'-0" 27'-0" 27'-0" MR LI 1'-0" 54'-0" SW COL. 54'-0" 54'-0" 54'-0" 596'-2" 1 13 5 14 14,5 15 15,5 16 16 17 13 DIRECTI❑N OF ERECTION > SIDEWAL PANELING ELEVATION (D GRID A ROOF LINE _ __ T T_ __T _ _ � T_ �T �� �� �- - T—� �- T-1 1-I __—__T—•--T—--,--T—��--—��--r—-t—_T—_I_T_"1�--T1—T-1-1--�-1—T —1-1 —�1 —(— —I� —�— —� 1-1 —I I 1� �� � � B B \B / BB BB \\ /\ /\ A A A A A A A A A A A A A A �A A A A A A A A A A A A A A A A A A A A A A A A A A A A HM DOOR 8'-6" 5'-0" 8'-6" 8'-6" 5'-0" 8'-6" 8'-6" 3'-6"3'-6" 8'-6" 8'-6'-C)" 8'-6" 8'-6" 5'-0" 8'-6" 8'-6" 5'-0" 8'-6" 8'-6" 5'-0" 8'-6° 8'-6° 5'-0" 8'-6" 2'-6" 2'-6" 2'-6" 2.-6., 1>_6„ 1,_6,> 2.-6" 2,_6" 2,_6,. 2'_6" 2'_6' 2'-6" 2'-6" 2'-6" 2'_6" 2,-6,. 27'-o INTRM. SW. COL. 27'-0" 27'-0" -0" 27'-0" 27'-0" 27'-0" 27'-d' MATCH A 54'-0" SW COL. 54'-0" 54'-0" 54'-0" LINE ALA 596'-2" .mom (±D 17,5 18 18,5 19 19,5 20 20,5 21 SIDEWA I PANELING ELEVATION @ GRID A MR TC_H LINE DIRECTI❑N OF ERECTI❑N 0 ao - - tI m THESE PLANS AND ALL PROPOSED WORK w PANEL PA T NO, LEGEND — NOTES: ARE SUBJECT TO ANY CORRECTIONS m A = 570656-39 -0 970 SIDEWALL PANEL 1. AREA TO BE FIELD CUT BY ERECTOR. REQUIRED BY FIELD INSPECTORS THAT ,�i���'"- B 570657-2 -0 970HEADER PANEL MAY BE NECESSARY IN ORDER TO C = 570657-2 -0 970 HEADER PANEL F = 570657-2 -0 970 HEADER PANEL 2.0 AREA TO BE REMOVED TO ACCOMPLISH OPENING. COMPLY WITH ALL APPLICABLE CODES. W 0 STEVEN M. THOMAS, P.E. oN LICENSE NUMBER 47919 REVISION N0. 1 REVISION N0. 2 REVISION NO. 3 REVISION N0. 4 BUILDER: PROJECT: BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH. BLAIR 3 DATE: DATE. DATE.• DATE: o o CHECKED BY. DATE: 7/21 /03 w BUTLEG� FLORIDA BLDG CODE 2001 AREA "B" w CAD TECH: CAD TECH. CAD TECH: CAD TECH: 0U0N6Tmur) (QTDRIVE BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B SIDEWALL ENc'R Br. S. rHOMAs LEAD TECH: JACKSON Y 0 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ PANELING ELEVATION DRAWING NUMBER REV. N0. o 3 CHECKED BY. CHECKED BY. 6601 EXECUTIVE REGIONAL DC #7038 AT GRID A AREA B -51 00 s z CHECKED BY. CHECKED BY. KC, MO 64120 PHONE0 m BLDI FIELD CUT 4 END ROOF LINE i 0 I i� i B \/ C C \ / B B B B \ / C C B B /\ C C B B C \ / \I \ l \ l \ l \ I \ l \ l \ l \/ , \/ / \ / /X\ /\ /\ A /\ I\ l\ l\ l\ l\ I\ l\ l\ / \ \ A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A HM DOOR HIM DOOR 8'-6" 3'-6"3'-6" 8'-6" 8'-6" 5'-0" 8'-6" 8'-6" 5'-0" 8'-6" 8'-6" 5'-0" 8-6" 8'-6" 2'-1" -11` 1'-6" 1'-6" 2'-6" 2'-6" 2'-6" 2,_6 2,-6" 2'-6> 2'-6„ NATCH 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" LINE 54'-0" 54'-0" 596'-2" 21 21�22 22 5 23 20.5 14 DIRECTION OF ERECTI❑N> SIDEWALL ANELING ELEVATION @ GRID A PANEL PART NO LEGEND NOTES: A = 570656-392-0 (97C SIDEWALL PANEL 1. AREA TO BE FIELD OUT BY ERECTOR. B = 570657-265-0 (97 HEADER PANEL C = 570657-273-0 (97 HEADER PANEL 2. AREA TO BE REMOVED TO ACCOMPLISH OPENING. N 0 o i w THESE PLANS AND ALL PROPOSLD WORK ARE SUBJECT TO ANY CORANCTIONR REQUIRED BY FIELD INSP!£CTONTHAT MAYBE NECESSARY IN ORDSR TO COMPLYWITHALLAI�Pi L1C Cyr o STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 a 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 "B" Z a0 CHECKED BY: DATE. 7/21 /03 oz w CAD TECH: CAD TECH: CAD TECH: CAD TECH: (GONSTRU TQ ON BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B SIDEWALL IENGR BY: S. THOMAS LEAD TECH: JACKSON Y �� 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ PANELING ELEVATION DRAWING NUMBER REV. No. o 3 CHECKED BY. CHECKED BY. CHECKED BY. CHECKED BY. 6601 EXECUTIVE DRIVE REGIONAL D C # 7 0 3 8 AT GRID A D AREA B — 5 2 O O D KC, MO 54120 PHONE 816-24 6000 0 ,-0„ _0„ 1" FIELD CUT FIELD CUT 4" ® START ROOF LINE -------------------------------- F� i 0 I i� M I 1 A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A HM DOOR EDGE OF FIREWALL 13'-6" 13'-6" 27'_0" 27'-0" 27'—O" 2 —0" 27'-0" 27'-0" 27'-0" 27'-0' MA ALM LINE 54'-0" 54'-0" 54'-0" 54'-0„ 596'-2" 23,5(tD B2t5 CtD 21:5 21 ZLE 20 24' 24 DIRECTI❑N [IF ERECTI❑N SIDEWAL PANELING ELEVATION @ GRID Q 11 - 0" FIELD CUT 1 ROOF LINE, ® START ROOF LINE AEROSOL BLDG. 0 I it M m�-x xx n I / x\ A A A A A A A A A A A A A A A A A A A A A A A A A A t A A A A A A A A A HM DOOR EDGE OF FIREWALL 22'-11" 4'-1" MR TCH 27' -0" 27'-0" 27' -0" -0" 27' -0" 27' -0" 27' -0" 27' -0" MHTCH LINE N „ O LINE 54'-0" 54'-0" 54 —0 54'-0 M O 596', 2" 18�5 18 17�5 17 16,5 16 20 19,5 19 _to SIDEWA PANELING ELEVATION @ GRID Q DIRECTI❑N OF ERECTION "I THESE PLANS AND ALL PROPOSED WORK PANEL PAR N O . LEGEND ARE SUBJECT TO ANY CORRECTIONS .. _ A = 570656-392 (970 SIDEWALL PANEL NOTES. REQUIRED BYPIELDINSPECTORSTHAT 1. �� AREA TO BE FIELD CUT BY ERECTOR. MAYBE NECESSARY IN ORDER TO -fee rr COMPLY WITH ALL APPLICABLE CODES. I-Z' STEVEN M. THOMAS, P.E. N LICENSE NUMBER 47919 o REVISION NO. .3 REVISION NO. 4 BUILDER: PROJECT.' BUILDING DESCRIPTION: DRAWING TITLE. CAD TECH: BLAIR' o REVISION NO. 1 REVISION NO. 23 - DATE: DATE: o����I * " " CHECKED BY.- DATE.' 7/21/03 Z \ DATE DATE: FLORIDA BLDG CODE 2001 AREA B o BUTLER CONSTRUCTION WAL MART 130 MPH WL EXP. B SIDEWALL ENc'R BY.- S. THOMAS LEAD TECH: JACKSON Y CAD TECH: CAD TECH: CAD TECH: CAD TECH: CONSTRUCT I II 0� u 03016 FORT PIERCE, FLORIDA 20 LL, 5 CL, 0 EQ PANELING ELEVATION DRAWING NUMBER REV. NO. o O CHECKED BY.• 6601 EXECUTIVE DRIVE REGIONAL D C 7 0 3 8 AT GRID 0 FDIAREA B —53 00 s 3 CHECKED BY. CHECKED BY., CHECKED BY.• z KC, MO 64120 PHONE 816-2 —6000 0 ft 6" FIELD CUT END ROOF LINE � FIRE WALL I mllx I �C�i i� � I[�71 � ��I ICII I� � C��I I[�XII I �QI 1�1��u 1 A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A rl HM DOOR '-11 MATCH „ _ " LINE ]I&- t, 54'-0" _ „ 12 596'-2" 16 15 5 15 14+5 14 cit DIRECTI❑N OF ERECTI❑N> SIDEWALL P NELING ELEVATION @ GRID PANEL PART NO, LEGEND NOTES: A = 570656-392-0 (970) SIDEWALL PANEL 1. AREA 0 BE FIELD CUT BY ERECTOR. 2. ® AREA T BE REMOVED TO ACCOMPLISH OPENING. N O M O O THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIO14S REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO 7 ,c o w COMPLY WITH ALL APPLICABLE CODES. L STEVEN M. N LICENSE NUMBERA47919 0 �41 REVISION N0. 1 REVISION N0. 2 REVISION N0. 3 REVISION NO. 4 BUILDER: PROJECT.- BUILDING DESCRIPTION: DRAWING TITLE. CAD TECH: BLAIR 00 DATE: DATE. DATE. DATE ol�J u L�LSI FLORIDA BLDG CODE 2001 AREA "B" CHECKED BY. DATE. 7/21/03 Z C�Oo�ISTRUC M BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B `aIDEWALL PANELING ENG'R BY. S. THOMAS LEAD TECH: JACKSON Y CAD TECH: CAD TECH: CAD TECH: CAD TECH: DRAWING NUMBER REV. N0. U 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ ELEVATION AT GRID Q CHECKED BY.' 6601 EXECUTIVE DRIVE REGIONAL DC #7038 D AREA B -54 00 °s z CHECKED BY.• CHECKED BY.• CHECKED BY.• KC, MO 64120 PHONE 816-24 -6000 a 0 1211/4 N (3 M (4) 4) � — a — � — (4) ro (3) — (4) 1 r) N N N N t -t N 10" 12'-7" 13'-9" 128'-1 1 " 48'-0" SW 178'-1" S A D,5 dD C6D (::b c6D (::b 6,5 d A LI ER PANELING ELEVATION AT GRID 24 ALL PANELS CODED 560482 r N O M O W r O u� N a0a] W K 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. o STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 WREVISION NO. 1 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 BUILDER: PROJECT: BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: BLAIR a o DATE: DATE: DATE: DATE. BUTLER np FLORIDA BLDG CODE 2001 AREA II�I"B" CHECKED BY: DATE: 7/21/03 Z y CAD TECH: CAD TECH. CAD TECH: CAD TECH. (OOS ll O ll- UCT110 BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B LINER PANELING ENG'R BY. S. THOMAS LEAD TECH: JACKSONEs Y L-J 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ ELEVATION @ GRID 24 DRAWING NUMBER REV NO. z CHECKED BY: CHECKED BY. CHECKED BY.: CHECKED BY. 6601 EXECUTIVE DRIVE REGIONAL DC # 7 0 3 8 D FAREA B - 5 5 O O o KC, MO 64120 PHONE 816-2 5-6000 a 12 13 2'-6"— �I I FIREWALL 0 I 0 I 4 C 91 w 0 N I N N O REVISION NO. I m DATE. 0 w CAD TECH: 0 0 z CHECKED i 0 13.5 (4D 14.5 15 15.5 C4D (1p 17 17.5 18 18.5 19 19.5 20 20.5 21 21_.5 22 22.5 23 23.5 1,192'-10" 11 BAYS ® 54'-0" = 594'-0" 18' ME/ 18.5 19 19.5 20 20.5 21 AEROSOL BLDG. V 1111111111111111AA 91 < UNFOLD t I t T f -1 -f --7 -7 t TAG_ I I I I I I I I I I p O O O O O O O O 01 co co co co 00 00 co Go co Y Y Y Y Y Y Y Y Y Y Y cn cn Ln co(n cn cn cn cn U) H m G H H H H sa H H H H I I -I I H L L--L------1--I —� — T T T T T T T I LO NH 0 FIH I- I 0 i 0 HCD F+i 0 I I 0 +i m HH 0 0 0 I � W 00 00 Y I 0 Y I Y I Y I Y I Y I Y I Y I Y I Y I Y I I TT T T T T T T D TYP. AT ALL F 91 I I I I 91 FRAME LINES I ro 0 I 0 0 0 0 I w I 0 I w 00 DO Y U) 141 I Y V) HA A Y V) Y I-H V) Y F H (n hH Y (n Y HN LEI Y l I c (n H Y (n Y FH cn Y V) t t t t t t t t t T 0 I H H H H H H H H H G 92 u, Nt In 0 l(7 11i 4i Ln Ln L(i 00 co I I �0- Y Y Y Y Y Y Y Y Y Y Y V) V) Ul V) V) V) V1 V) V) (n N I I I T I I I I I I I a --�— 1-1--�L-----�—- TAG A 91 SKY —WEB LAYOUT AREA "B" UNFOLD \ REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 '-2" C 91 DATE.• DATE.• DATE. BUTLER pTll 2 R CAD TECH: CAD TECH: CAD TECH: CVO NL�SL�TIlllll���llllill CHECKED BY. CHECKED BY. CHECKED 8Y. 6601 EXECUTIVE DRIVE KC, MO 64120 PHONE 816-24 -6000 INSTALL SKYWEB WITH BLACK THREAD IN BINDING TOWARD GRID 24 & PART MARK TAG UPSLOPE (TYP.) N N r n II II o � - I I d N d w Z J p U � V) d' 00 z = Q � � O z INSTALL SKYWEB WITH BLACK THREAD IN BINDING TOWARD GRID 24 & PART MARK TAG UPSLOPE (TYP.) BUILDER: BUTLER CONSTRUCTION 03016 PROJECT- WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 UNIFORM SAG � UNIFORM SAG ROOF STRUCTURALS (PURLIN) THE Sky -Web SYSTEM MUST BE INSTALLED WITH A UNIFORM SAG BETWEEN ROOF STRUCTURALS. IT IS FURNISHED IN LENGTHS TO ALLOW FOR UNIFORM SAG ACCORDING TO BUILDING WIDTH AND INSULATION THICKNESS. THE Sky -Web SYSTEM SHOULD BE PULLED IN THE EAVE-TO-EAVE DIRECTION TO EVEN OUT SAGS BETWEEN ROOF STRUCTURALS. TYPICAL SAG BETWEEN ROOF STRUCTURALS GENERAL INSTALLATION NOTES 1.) SEE DRWG. AREA A-92 FOR ADDITIONAL SKY -WEB ATTACHMENTS TO ROOF STRUCTURALS. 2.) SEE DRWG. AREA A-91 FOR SECTION CALL -OUTS. 3.) NOTE THE FOLLOWING DRAWINGS AS BEING PART OF THE SKY -WEB INSTALLATION DETAILS D-1080939 D-1080940 D-1080941 D-1080942 D-1080950 4.) AWARNING The Sky —Web system DOES NOT provide fall protection from heights greater than the plane of the roof. AWARNING Workers must use additional fall protection while installing the Sky —Web system. AWARNING The Sky —Web system must be installed exactly as shown on the erection drawings. Improper installation could result in serious injury or death. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. BUILDING DESCRIPTION: FLORIDA BLDG CODE 2001 130 MPH WL EXP. B 20 LL, 5 CL, 0 EQ DRAWING TITLE: BUILDING — B SKY —WEB LAYOUT U STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 Q CAD TECH: BLAIR 3 CHECKED BY: DATE: 7/21 /03 � w ENG'R BY.- S. THOMAS LEAD TECH: JACKSON Y DRAWING NUMBER REV. NO. o D AREA B -90 100 28'-0' 20'-0' 28'-0' 20'-0' 28'-0' 20'-0' 28'-0" 20'-0' 28'-0' 20'-0" 28'-0" 20'-0" 28'-0" 20'-0' 26'-0" 20'-0' 39'-2" BEAMS 39'-2" 20'-0"8 28'-0" 20'-0' 28'-0' 20'-0' 28'-0' 20'-0' 28'-0' 20'-0' X 6" 625 X 8" X 6" 625 X 8° .375 X 6" .500 X 8" .500 X 6" 625 X 1 .500 X 8°PEGS. X 6 FLGS. 625 X 500 X 6 625 X 8" X 6 500 X 8 .375 X 6 500 X 8 .375 X 6 500 X 8 .375 X 6 500 X 8 75 X 6 .625 X 8 .375 X 6 .625 X 8 375 X 6" 625 X 8" .500 FLGS. .500 FLGS. FLGS. FLGS. FLGS. FLGS. FLGS, 281 WEB 313 219 WEB FLGS. FLGS. FLGS. .375 FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. 219 WEB WEB WEB 281 WEB 188 WEB 250 WEB 219 WEB 313 WEB 281 WEB 219 WEB 281 WEB 188 WEB 250 WEB 188 WEB 250 WEB 188 WEB 250 WEB 188 WEB 250 WEB 188 WEB 281 WEB .188 WEB .281 WEB .188 WEB .281 WEB .281 •219 3'-9 5/8" 1-0' 69 SPACES @ 4'-9 5/8' = 331'-4 1/8" 1'-2' JOIST SPACES FLANGE7BRACES LOWER ROOF BM. GE7691 28" 0 I o I coo Fro U SW COL.#1 GK1716 POD BEAMPOD BEAM, TYP. UNO. , POD BEAM, GK1709 0 2 GK1703 0 2 GK1711 0 2 12 GK1708 0 3 GK1702 0 3 GK1710 0 3 1/41 16",31",16" 28",31",16" 16',31 ,16 SPAN BEAM SPAN BEAM GK1690, 16" B TYP. UNO. GK1691, 16" TYP. UNO, INT. COL. INT. COL. INT. COL. INT. COL, INT. COL. GK1719 GK1720 IGK1721 GK1679 GK1680 J IN SW COL. INT. COL., TYP. 1'-2" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 337'-2' �I= o Q i LJ 1681 COL. Cb dD ct cb cb cb H ❑ ❑ ❑ ❑ ❑ ❑ HSS 12xl2xi HSS 12024 HSS 12xl2xi HSS 1202x4 HSS 12xl2xi HSS 12xl2xi FLANGE BRACE SCHEDULE Q PART NUMBER DIM. 'Y' DETAIL 1 545045-30-7 N/A 12/80 2 1 3 545046-31-6 N/A 4 545046-41-0 2'-4 1/2" q52 5 545046-44-4 2-4 1/2" -RIDGE POD BM. GK1714 16", 31 ",16" INT. COL. GK1722 48'-0" 148'-0" SYMM. ABOUT iRIDGE (UNO) 674'-4" dD ❑ HSS 12xl2xl% JJ OE-u I IVIN — r GRIDS 2 & 3 POD BEAM, TYP. UNO. GK1711 0 2 12 GK1710 0 3 16",31 ",16 1 /4 INT. COL. GK1723 SPAN BEAM GK1691, 16" INT. COL. GK1724 m POD BEAM, TYP. UNO. GK1711 0 2 GK1710 0 3 16",31 ",16 "1 SPAN BEAM GK1691, 16" INT. COL. GK1679 48'-0" 337'-2" INT. COL. GK1678 48'-0" L-SPAN BEAM GK1691, 16" INT, COL. GK1677 48'-0" POD BEAM, rGK1705 0 2 IGK1703 0 3 28",31",16" INT. COL. GK1725 ob cb ct) CtD cb HSS 1❑2xl2xll HSS 1❑2xl2x� HSS 1❑2x124 HSS 1❑2xl2xi HSS 1❑2024 HSS 12xl2xi MATERIAL CHART FAB COLUMNS DESIGNATION OVERALL LENGTH START DEPTH DISTANCE TO DEPTH INTERM. DEPTH END DEPTH OUTER FLANGES INNER FLANGES WEB THICKNESS (IN) CHANGE (IN) (IN) SW COLUMN 1 30'-1" 12 20'-0" 30 30 8 X .375 8 X .375 0.188 SW COLUMN 2 30'-1" 12 20'-0" 30 30 8 X .500 8 X .500 0.219 N 0 okCIECKED REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 REVISION N0, 4 0 DATE.• DATE.• DATE.• o UT L E II R CAD TECH: CAD TECH: (G©p IS I U J T11 wCAD TECH:6601 EXECUTIVE DRIVE CHECKED 8Y CHECKED BY. KC, MO 64120 PHONE 816- 5-6000 0 BUILDER. - BUTLER CONSTRUCTION 03016 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT r MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPUCABLE CODES. PROJECT: WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 SW 48' -0" -LOWER ROOF BM OK1687 28" 1'-2" ob H BOLTED CONNECTION SCHEDULE Q 1 QUANTITY BOLT NO. DESCRIPTION NUT NO. DETAIL A 12 TENSION CONTROL 7/8 X 2 1/2 A325 B 8 TENSION CONTROL 1 X 2 3/4 A325 C 4 TENSION CONTROL 7/8 X 3 A325 D 8 TENSION CONTROL 7/8 X 2 1/4 SW COL.#2 GK1717 a FOR PROPER STORAGE OF TENSION CONTROL BOLTS, REFERENCE LABEL ON CONTAINER -j ��o _03 I STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: BLAIR FLORIDA BLDG CODE 2001 AREA - C CHECKED BY. DATE. 7/21/03 , 130 MPH WL EXP. B CROSS SECTION ENG'R BY: S. THOMAS LEAD TECH: JACKSON ' DRAWING NUMBER REV, N0. 20 ILL, 5 C L, 0 EQ GRIDS 2 & 3 D AREA C -10 00 39'-0 11/16' .313 X 6"FLG .219 WEB 1'-2` JOIST SPACES FLANGE _ p� BRACES LOWER ROOF BM. GE7693, 28" 0 I 0 I 0 00 A - b � _ I M r 0 U 20'-0" 1 0 28'-0" 20'-0" 28'-0' 20'-0° 28'-0" 20'-0' 28'-0" 20'- 28'-0' 20'-0' 8'-0' 20'-0' 28'-0' 20'-0' 28'-0" 20'-0" 28'-0- 20'-0• 28'-0' 20'-0' 28'-0" 20'-0" 28'-0" 20'-0" 39'-2' .500 X 8" 313 X 6 » 500 X 8 .313 X 6 375 X 8 .313 X 6 375 X 8 " .313 X 6° - .3i5 X 8" .313 X 6" .500 X 8" .3 3 X 6° 500 X 8" .375 X 6" 500 X 8° .313 X 6" 500 X 8" .313 X 6" .500 X 8" .313 X 6" 500 X 8" .375 X 6" 375 X 8° ,800 X 6" 625 X 1 » .625 X 8°PEGS. FLGS. FLGS. FLGS. FLGS. FLGS, FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. LGS. FLGS. FLGS. FLGS. FLGS, FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. WEB .250 WEB .160 WEB .250 WEB .160 WEB .219 WEB .160 WEB .219 WEB .160 WEB .219 WEB .160 WEB .250 WEB 1 0 WEB .250 WEB .188 WEB .250 WEB WEB .250 WEB 160 WEB 250 WEB .160 WEB .250 WEB .160 WEB .219 WEB 219 WEB .281 WEB (0 4-6) (0 4-6) (0 4-6) (0 4-6) .160 (0 4-6) (0 4-6) .313 .500 X 8" .375 X 6" .625 X 8" .375 X 6" 375 X 8" .375 X 8" FLGS_ FLGS. FLGS. FLGS. FLGS. FLGS. .250 WEB .188 WEB .281 WEB .188 WEB .219 WEB .219 WEB (0 7-9) (0 7-9) (0 7-9) (0 7-9) (0 7-9) (0 7-9) 69 SPACES @ 4'-9 5/8' = 331'-4 1/8° 1 3 0 0 �� 3 3 POD BEAM, POD BEAM, POD B M RIDGE POD BM. POD BEAM POD BEAM, POD BEAM, POD BEAM, GK1706 ® 4-6 GK1706 4-6 GK1708 0 4-6 POD BEAM, P00 BEAM, 12 GK1708 GK1712 GK1708 GK1708 0 4-6 POD BEAM, 12 POD BEAM POD BEAM, GK1701 GK1708 GK1706 1/4 F- GK1708 0 7-9 GK1710 0 7-9 16" „ „ GK1706 0 7-9 GK1706 0 7-9 GK1708 06 GK1704 28",31",16" 16",31",16" 16",31",16" 16",31",16" 16",31",16' 31 6 „ " „ - 16",31",16" 16",31",16" 16",31",16" 1/4 16131",16// 16",31",28„ 16 31 16 16' 31 " 16" SPAN BEAM 16" SPAN BEAM, 16" SPAN AM SPAN BEAM - SPAN BEAM, 16" SPAN BEAM,16" SPAN BEAM,16° GK1689 0 4-6 GK1689 16" GK1690 16" SPAN BEAM B SPAN BEAM GK1689 GK1680 0 4-6 TYP. GK1689 SPAN BEAM SPAN B GK1726 0 4-6 A SPAN BEAM INT. COL. GK1689 GK1689 GK1690 0 7-9 GK1690 0 7-9 = GK1689 GK1689 GK1691 o 16" UNO. 16" 16" 16" 16" GK1725 0 7-9 INT. COL. INT. COL. INT. COL. INT. COL. INT. COL. INT. COL. INT. COL. INT. COL, INT. COL, INT. COL, INT. COL. INT, COL. � F GK1719 GK1677 GK1678 GK1679 GK1680 0 4-6 GK1 81 GK1682 GK1681 GK1680 GK1679 GK1678 GK1 677 � o GK1727 0 7-9 0 9" TYP. 0 0 INT. COL S. SW COL.#1 GK1716 SW COL. ZINT, COL., TYP. 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 8'-0" 48'-O" 48'-0" 48'-0" 48'-0" 48'-0" 337'-2" YMM. ABOUT RIDGE (UNO) 337'-2" 674'-4" �J \ 11 J c±) CiD ob Cb cb c J cib ob c/ `'' J ct H ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ HSS 12xl2xi HSS 12xl2xi HSS 12xl2xi HSS 12024 HSS 12x12x4 0 4-6 HSS 12xl2xi HSS 12024 HSS 12xl2xi HSS 12xl2xi HSS 12xl2xi HSS 12xl2xi HSS 12xl2xi HSS 12xl2xl% 0 7-9 FLANGE BRACE SCHEDULE- Q PART NUMBER DIM. 'Y' DETAIL 1 545046-30-7 N/A 12/80 2 3 545046-31-6 N/A 56/82 4 1 545046-41-0 2'-4 1/2" 59/82 5 1 545046-44-4 2'-4 1/2" 1 59/82 N O JCI.I IVIV - NI-CtP GRIDS 4 THRU 9 MATERIAL C ART FAB COLUMNS DESIGNATION OVERALL LENGTH START DEPTH (IN) DIS TO CH NCE EPTH GE INTERM. DEPTH (IN) END DEPTH (IN) OUTER FLANGES INNER FLANGES WEB THICKNESS SW COLUMN 1 30'-1" 12 2 '-0" 30 30 8 X .375 8 X .375 0.188 SW COLUMN 2 30'-1" 12 2 '-0" 30 30 8 X .500 8 X .500 0.219 01 REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 11 7 DATE.• DATE.• DATE.• DAZE.• s BUTLER w CAD TECH: CAD TECH: CAD TECH: CAD TECH: CONSTRUCTION CHECKED BY. CHECKED BY. CHECKED BY. CHECKED BY., 6601 EXECUTIVE DRIVE V KC, MO 64120 PHONE 816-245- BUILDER: BUTLER CONSTRUCTION 03016 PROJECT• CONV MEZZ. NOT SUPPLIED BY BMC. (ONLY ® GRID 9) SW COL. 48'-0" 48'-0" cb HSS 120 2) 0 4-6 HSS 12xl2xj 0 7-9 BOLTED CONNECTION SCHEDULE O QUANTITY BOLT NO. DESCRIPTION NUT NO, DETAIL A 12 TENSION CONTROL 7/8 X 2 1/2 A325 B 8 TENSION CONTROL 1 X 2 3/4 A325 C 4 TENSION CONTROL; 7/8 X 3 A325 D 8 TENSION CONTROL 7/8 X 2 1/4 rur\ rr�urrm 3iumAuL ur ILIVJIUIV uuIVIKUL bULl�, NLhLNENCE LABEL ON CONTAINER WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 LOWER ROOF B8M GK1688 dD H SW COL#2 GK1717 (TYP. UNO) GK1718 0 GRID 9 o ro O K THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS ��%- REQUIRED BYFIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO ?� W COMPLY WITH ALL APPLICABLE CODES, STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 BUILDING DESCRIPTION: DRAWING TITLE. • CAD TECH: BLAIR a FLORIDA BLDG CODE 2001 AREA - C CHECKED BY. DATE. 7/21/03 z 130 MPH WL EXP. B CROSS SECTION Y ENG'R BY: S. THOMAS LEAD TECH: JACKSON 20 ILL, 5 C L, 0 E Q GRIDS 4 THRU 9 DRAWING NUMBER REV. NO. 1DIAREA o C -1 1 00 r� 39'-2' 20'-0" 28'-0' 20'-0" 1 28'-01 1 20'-0" 28'-0' 20'-0" 28'-0" 20'-0" 28'-0' 20'-0' .313 X 6"FLGS. 500 X 8" .313 X 6" .375 X 8" .313 X 6" 375 X 8" .313 X 6" 500 X 8" .500 X 6" -500 X 8 .375 X 6" ,375 X 8' .219 WEB FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. .250 WEB .160 WEB .219 WEB .160 WEB .219 WEB .160 WEB .250 WEB .219 WEB .250 WEB .188 WEB .219 WEB JOIST SPACES FLANGE _ V BRACES LOWER ROOF BM. GK1686 POD BEAM, 28" _ 0 GK1692 28",31",16" o 0 A _ ------ I 0 I m SW COL.#1 GK1728 P. SPACES @ 4'-9 5/8' = 331'-4 1/8' 28'-0" 20'-0" 28'-0' 20'-0- 28'-0" 20'-0" 28'-0" 20'-0' 28'-0" 20'-0" 28'-0" 20'-0" 28'-0' 20'-0" 39'-2" 13 X 6' 500 X 8 " .375 X 6 .500 X 8' .313 X 6 375 X 8 .313 X 6" 375 X 8"' .313 X 6" 375 X 8" .313 X 6" 375 X 8" .375 X 6" 625 X 8" .500 X 8"FL FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. .281 WEB 30 WEB .250 WEB .188 WEB .250 WEB .160 WEB .219 WEB .160 WEB .219 WEB .160 WEB .219 WEB .160 WEB .219 WEB .188 WEB .281 WEB 31-9 5/8'7 r11_0' POD BEAM GK1695 POD BEAM POD BEAM SPAN BEAM SPAN BEAM 'SPAN POD BEAM 1/4 2 TYP. UNO. GK1697 °,16" GK1697 ",16" GK1690 ' 16" GK1697 16",31 ",16" 16",31 °,16" 16",31 16",31 16 SPAN BEAM SPAN BEAM D GK1691 C B TYP. UNO. C D RIDGE POD BM. GK1699 C GK1689 C 16 31 16 UNO:- 16 ti --------- ---- 6P. ---------- --- ---- --------- --- -- �- -o a - --- --------- ,,-INT. COL.#1 INT. COL.#2 INT. COL#2 INT. COL.#2 INT. COL.#3 INT. COL.#3 r� U INT. COL INT. COL.#4 NIT GK1729 GK1730 GK1731 GK1732 GK1733 GK1 34 GK1735 CONV. MEZZ., NOT 9" TYP. ® SUPPLIED BY BMC. INT. COL S. (TYP.) POD BEAM, 12 K-� 694 61,30j",28" 1 /4 rG lJ U--------- I SPAN BEAM �( C ---------------- ---------- - 16" DINT. COL44 INT. COL.#4 ,� C) INT. COL.#4 INT. COL.#4 INT. COL.#5 GK1737 GK1738 ccu ~ GK1739 TV5 GK1740 GK1741 SW COL. INT. COL., TYP. 1 1 1 4' SW 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 48,-0" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 337'-2' SYMM. ABOUT RIDGE (UNO) 337'-2" 674'-4" c cb cb dD cb cb cb ct \-' J ob cib dD c J cb H I I I I I I I I I I I I I FLANGE BRACE SCHEDULE ® PART NUMBER DIM. 'Y' DETAIL 1 545046-30-7 N/A 12/80 2 3 545046-31-6 N/A 56/82 4 545046-41-0 2'-4 1/2" 59/82 5 545046-44-4 2'-4 1/2" 59/82 JCL.I IVIN - @ GRID 10 MATERIAL tHART FAB COLUMNS DESIGNATION OVERALL LENGTH START DEPTH (IN) DI T C 3TANCE DEPTH ANGE INTERM. DEPTH (IN) END DEPTH (IN) OUTER FLANGES INNER FLANGES WEB THICKNESS SW COLUMN 1 30'-1 " 12 8'-0" 30 30 8 X .375 8 X .375 OA 88 SW COLUMN 2 30'-1" 12 8'-O" 30 30 8 X .500 8 X .500 0.219 INT, COLUMN 1 31'-l" 12 1/2 12 1/2 12 X 1.0 12 X 1.0 18'. TO , .375 INT. COLUMN 2 VARIES 12 1/2 12 1/2 12 X .625 12 X .625 0.00T1INT. COLUMN 3 VARIES 12 1/2 12 1/2 12 X .750 12 X .750 01INT. COLUMN 4 VARIES 12 1/2 12 1/2 12 X .625 12 X .625 INT. COLUMN 531'-1" 12 1/2 12 1/2 12 X .750 12 X .750 REVISION NO. I REVISION NO. 2 REVISION NO. 3 REVISION NO, 4 DATE. co DATE DATE. DATE: `-' U T L FI I�� oCAD TECH: CAD TECH., CAD TECH: CAD TECH: (GOINSTI I� o L-J 3 CHECKED BY. CHECKED BY: CHECKED BY., CHECKED BY. 6601 EXECUTIVE DRIVE KC, MO 64120 PHONE 816 0 BUILDER: BUTLER CONSTRUCTION 03016 BOLTED CONNECTION SCHEDULE Q QUANTITY BOLT NO. DESCRIPTION NUT NO. DETAIL A 12 TENSION CONTROL 7/8 X 2 1/2 A325 B 8 TENSION CONTROL 1 X 2 3/4 A325 C 4 TENSION CONTROL 7/8 X 2 1/2 A325 D 4 TENSION CONTROL 7/8 X 2 1/4 FOR PROPER STORAGE OF TENSION CONTROL BOLTS, REFERENCE LABEL ON CONTAINER PROJECT. WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 BUILDING DESCRIPTION: FLORIDA BLDG CODE 2001 130 MPH WL EXP. B 20 ILL, 5 CL, 0 EQ THESE PLANS AND ALL PROPOSED WCRX ARE SUBJECT TO ANY CORRECTIONS, REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPUCA rLE COOrr H -LOWER ROOF BM GK1687 28" -2" SW COL.#2 GK1742 STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 DRAWING TITLE: CAD TECH. BLAIR AREA - C CROSS SECTION GRID 10 CHECKED BY.- DATE: 7/21 /03 Z g o a ENG'R BY.- S. THOMAS LEAD TECH: JACKSON DRAWING NUMBER REV. NO. AREA C -12 00 39'-2' 20'-0' 28'-0' 20'-0' 28'-0' 20'-0' 28'-0" 20'-0" 28'-0" 20'-0" 28'-0" 20'-0' 28'-0' 20'-0' 39'-2" 3 X •6" 500 X wg" .375 X 6 .500 X 8 .313 X 6 375 X 8' 313 X 6" .375 X 8" .313 X 6" 375 X 8" .313 X 6" 375 X 8" .313 X 6" 500 X 8" 313 X 6"PEGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. 219 WEB .250 WEB .160 .250 .160 .219 .160 .250 .188 .250 .160 .250 . 60 WEB .250 WEB .188 WEB .250 WEB .160 WEB .219 WEB .160 WEB .219 WEB .160 WEB .219 WEB 160 WEB 219 WEB 160 WEB 250 WEB 28'-0" 20'-0' 28'-0' 20'-0' 28'-0' 20'-0' 28'-0' 20'-0' 28'-0" 20'-0" ROOF BEAMS X 6" X 8" X 6" 375 X 8" X 6" 500 X 8' 375 X 6 X 8' 313 X 6 X 8 313 X 6"PEGS. 500 X 8" .313 FLGS. .500 FLGS. .313 FLGS. FLGS. .313 FLGS. FLGS. FLGS. .500 FLGS. FLGS. .500 FLGS. .219 WEB FLGS. WEB WEB WEB WEB WEB WEB WEB WEB WEB WEB JOIST SPACES FLANGE _ 0 BRACES LOWER ROOF POD BEAM, BM. GK1686 28" GK1693 28" 30�" 16" I G� o v> SPACES @ 4'-9 = 331'-4 1/8' POD BEAM POD BEAM POD BEAM POD BEAM GK1709 GK1709 12 GK1709 GK1706 16",31 ",16" 1/4�- 16",31",16" 16',31",16' 16 ,31 ,16 SPAN BEAM SPAN BEAM B TYP. UNO. „ GK1690 16" C GK1689 16 00 A _- - TYP. UNO. I INT. COL.#1 INT. COL. INT. COL. INT. COL. INT. COL. N GK1744 GK1745 GK1746 GK1747 GK1748 0 SW COL. #1 00 GK1743- N 0 REVISION NO. 1 DATE - CAD TECH: 0 0 3 Z CHECKED BY.- 0 H CONV. MEZZ., NOT - SUPPLIED BY BMC. (TYP.) SW COL, 48'-0" INT. COL., TYP. 48'-0" cb I 0 16 48'-0" 48'-0" 37'-2" .01 • • cb dD cb cb ob ❑ ❑ ❑ ❑ ❑ 12x l 2xi 1202x� 120 2xj 120 2x� 12x 124 FLANGE BRACE SCHEDULE Q PART NUMBER DIM. 'Y' DETAIL 1 545046-30-7 N/A 12/80 2 3 545046-31-6 N/A 56/82 4 545046-41-0 2'-4 1/2" 59/82 5 545046-44-4 2'-4 1/2" 59/82 3'-9 5/8' 7 r-1'-0" QDQ17�QQOQ(u)QQQQaq)QQq)(5) ��G �C�Q )p L IDGE POD BM. POD BEAM 12K1700 �GK1698 11/4 POD BEAM POD BEAM POD BEAM, 6",31",16" 16",31",16" GK1696 ` 116",31 GK169316",31",16° / GK1696-_ _ 16" 31",16" ",28" LSPAN BEAM GK1690 16' C C D CG C --- _- _- _- _- _- _- _- _- _- _- _- _- _- _- _- - - - - - - - _- _- _- _- _-- - - - - - - - - - co CDCOL. m -J INT. COL. #2 INT. COL. #3 INT. COL. #3 INT. COL. #4 o INT. COL. #4 INT. COL. #3 INT. COL. #3 749 GK1750 GK1751 GK1752 GK1738 N GK1739 GK1753 GK1741 48'-0" 1 48'-0" SYMM. ABOUT FRIDGE (UNO) 674'-4" ct I Dr-ulIVIN - @ GRID 11 CONV MEZZ. NOT SUPPLIED BY BMC. -LOWER ROOF BM GK1686 28" SW COL. # 1 GK1742 SW COL. 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 1'-2" 337'-2' �J ob (tD Qb cfb cb ccb I I I I I I H MATERIAL HART EAB COLUMNS DESIGNATION OVERALL LENGTH START DEPTH (IN) D T C TANCE DEPTH ANGE INTERM. DEPTH (IN) END DEPTH (IN) OUTER FLANGES INNER FLANGES WEB THICKNESS SW COLUMN 1 30'-l" 12 8'-0" 30 30 8 X .500 8 X .500 0.219 INT. COLUMN 1 31'-1" 12 1/2 12 1/2 12 X 1.0 12 X 1.0 0.250 INT. COLUMN 2 37'-1" 12 1/2 12 1/2 12 X 1.0 12 X 1.0 0.250 TO 18 , .375 INT. COLUMN 31 VARIES 1 12 1/2 1 1 12 1/2 12 X .750 12 X .750 0.250 INT. COLUMN 41 VARIES 1 12 1/2 1 1 12 1/2 1 12 X .625 12 X .625 0.250 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 BUILDER: DATE., DATE.• DATE: BUTLER 1 CAD TECH: CAD TECH: CAD TECH: (OONSTRUC IJOIN BUTLER CONSTRUCTION �� 03016 CHECKED BY: CHECKED BY: CHECKED BY. 6601 EXECUTIVE DRIVE KC, MO 64120 PHONE 816-24 6000 BOLTED CONNECTION SCHEDULE Q QUANTITY BOLT NO. DESCRIPTION NUT NO. DETAIL A 12 TENSION CONTROL 7/8 X 2 1/2 A325 B 8 TENSION CONTROL 1 X 2 3/4 A325 C 4 TENSION CONTROL 7/8 X 2 1/2 A325 D 4 TENSION CONTROL 7/8 X 2 1/4 FOR PROPER STORAGE OF TENSION CONTROL BOLTS, REFERENCE LABEL ON CONTAINER 0 i V THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO 03 COMPLY WITH ALL APPLICABLE CODES. STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 PROJECT: BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: BLAIR WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 FLORIDA BLDG CODE 2001 130 MPH WL EXP. B 20 ILL, 5 CL, 0 EQ AREA - C CROSS SECTION GRID 11 CHECKED BY. DATE. 7/21/03 Z Y o a ENG'R BY: S. THOMAS LEAD TECH: JACKSON DRAWING NUMBER REV. NO. D AREA C -13 30