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HomeMy WebLinkAboutPLANS BATCH 13 - PAGES 121 - 126REVISION NO. 1 DATE• o CAD TECH: z 0 Y CHECKED BY. U -Qi DATE.• CAD TECH: CHECKED BY. 1. N I 0 i M l'-2" cb REVISION NO. 2 COLUMN W12 X 40 FK2944 DATE., CAD TECH: CHECKED BY.- 5 1/4 REVISION NO. 3 0 ROOF BEAM W30 X 99 ET4461 DATE. CHECKED BY: 9 SPACES @ 4'-9 5/8" 0 REVISION NO. 4 m E:%1 FLOOR LINE l'-2" 1 CONVEYOR MEZZANINE 1„ (NOT SUPPLIED BY BMC) I I I I cl l'-2" 36'-0" ob cb CROSS SECTION GRIDS 11 & 11.5 BOLTED CONNECTIO SCHEDULE O QUANTITY BOLT DESCRIPTION WASHER QTY A 4 TENSION BOLT /4 X 2-1/2 1 BUTLER CONST1 1 6601 EXECUTIVE DRIVE MO 64120 PHONE 816 BUILDER: BUTLER CONSTRUCTION 03016 FLANGE BRACE SCHEDULE QPART NO. DIM. Y DETAIL 1 545046-033-0 10/80 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 WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLIU. LE CODES, DRAWING TITLE: AREA 200 CROSS SECTION C? GRIDS 11 &11.5 A -le, `l -ig-�p j STEVEN M. THOMAS, P.E LICENSE NUMBER 47919 CAD TECH: DUNWOODIE CHECKED BY.- DATE: 7/21 /03 ENG'R BY.- S. THOMAS LEAD TECH: JACKSON DRAWING NUMBER I REV NO. AREA 200 -10 100 I,Z M DATE. co 0 CAD TECH: Z 0 Y CHECKED BY.• a C (U I I e®i I I I I 41 82 0 `I" I I (L r. EAVE STRUT ' 702278-236-4 1'-2' BRACE ROD SCHEDULE ❑ PART NUMBER DESCRIPTION THREAD 1 544059 —300 3/4" x 25'-0" BRACE ROD RH—LH 2 544049 —107 3/4" x 8'-11" BRACE ROD RH—RH 3 544049 —104 3/4" x 8'-8" BRACE ROD RH—RH 4 544049 —087 3/4" x 7'-3" BRACE ROD RH—RH 5 544049-034 1 3/4" x 2'-10" BRACE ROD RH—RH 6 544049-017 1 3/4" x V —5" BRACE ROD RH—RH 7 544049-090 1 3/4" x 7'-6" BRACE ROD RH—RH TURNBUCKLES: 3/4" DIA = 095047 GABLE ANGLE- I 702176 I 15' EW 1' 10,7' 10,7 INTRM S57W COLUMN 82 EW COLUMN GE7679 GJ2560 1 .RID 11 Q 58 \ / 82 28" DEEP JOIST \ / �(TYP. UNO.) \ / / \ / / \ 40 41 I 81 / 1 \ 82 STRUT JOIST / / STRUT JOIST \ \ I / \ / GABLE ANGLE 702176 I X X \Q \Q / \ 130 2 \ / 3 \ \ 86 BOX STRUT 24" EA E JOIST138 � EAVE STRUT EAVE STRUT 544072-220-6 (ABOVE BOX STRUT) 702278-323- 131 TYP, BOX STRUT 702278-335-4 130 86 544072-321-6 86 (TYP. UNO.) EAVE STRUT 39 702278-236-4 81 SEENOTE 1 81 EW 18'-7' SW COLUMN 57 82 /% m FRAME (TYP) I , REVISION NO. I REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 DATE: DATE: DATE. pll (ITLEI�� CAD TECH: CAD TECH: CAD TECH: (GON STi CHECKED BY: CHECKED BY. CHECKED BY:6601 EXI ECU�TIVIE DRIVE KC, MO 64120 PHONE 816 27'-0' C11m3i ROOF PLAN a BUILDER: I BUTLER CONSTRUCTION 03016 7'-0' PROJECT: WAL* MART FORT PIERCE, FLORIDA REGIONAL DC #7038 C0 { x V) z 0 w X v, w NOTE: 1. REFERENCE DRAWING AREA C-20 Ow FOR EAVE WIND BRACING DIAGRAM. . —DENOTES WALL BRACING — INDICATES LOCATION WHERE BAR JOIST BOTTOM CHORD MUST BE WELDED TO CLIP, STIFFENER, ETC. SEE APPROPRIATE DETAILS N AND BAR JOIST PLACEMENT PLAN. 0 M BUILDING DESCRIPTION: FLORIDA BLDG CODE 2001 130 MPH WL EXP, B 20 ILL, 5 CL, 0 EQ THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSAR'f IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 a s DRAWING TITLE- CAD TECH: DUNWOODIE a AREA 200 CHECKED BY. DATE: 7/21/03 Z ROOF FRAMING ENG'R BY.- S. THOMAS LEAD TECH: JACKSON Y P LA N DRAWING NUMBER REV. NO. Io Q AREA 200 -20 100 15 N CENTER BAR-JOI (TYP. @ EACH EW ROOF EW ROOF BM.) BEAM W18X35 r N ET4470 130 0 � 165 o 86 ° ROOF 88 wN LINE 3 \ 1 / / o \ / V / 103 TYP. CO \ 85 0 13 cv 80 FLOOR / LINE -2„ SW EW REVISION NO. 1 I� 2'-1�" 15'-0" DATE: CHECKED BY.• 9'-3 7/16" 4'-9 9/16" 9'-3 7/16" SEE DETAIL 11 80 rn EW ROOF EW CORNER BEAM rn� POST O ET4467 12 W18x3� 1/41 cq [(�)J 171 -- -- _- 88 101 GIRT 13 85 12" C GJ2577 III 80 (TYP.) 28 TYP. 81 I I I 44 TYP. 81 EW POST 24'-0" (TYP) 24'-0" 48'-0" ft REAR ENDWALL STRUCTURAL ELEVATION AT GRID 12 GIRT, 8" Z 530927-258-4 177 18 60 88 80 82 s / o I O 178 88 i o� FIELD CUT AND WORK GIRT—/� 24 81 12'-0" 3'-3" C�9 REVISION NO. 2 DATE.• CAD TECH: CHECKED BY: 18'-7" SW ct ROOF \ GIRT, 8" Z \ 530925-347-4 FLOOR LINE FRAME OPENING FROM CHANNEL 541093.(FIELD WORK REQUIRED) 1'-10" 44 FRAME(TYP) 27'-0" 74'-9" a BRACE ROD SCHEDULE ❑ PART t JMBER DESCRIPTION THREAD 1 54405 -240 3/4" x 20'-0" BRACE ROD RH-LH 2 54404 -064 3/4" x 5'-4" BRACE ROD RH-RH 3 54404 -068 3/4" x 5'-8" BRACE ROD RH-RH 4 54405-098 3/4" x 8'-2" BRACE ROD RH-RH 5 544051-100 3/4" x 8'-4" BRACE ROD RH-RH TURNBUCKLES: '3/4" DIA = 095047 --�-- -- F-GIRT8" Z - 530927-359-4 f�l D AFIELD CUT GIRT AT HM DOOR FRAMING 6' -1 1 " 3' X 7' H M DOOR 11 11 5 RIGHT SIDEWALL STRUCTURAL ELEVATION AT GRID X.4 AND X REVISION NO. 3 DATE: CAD TECH: CHECKED BY., REVISION NO. 4 BUTLER GONS`TRUC TI]O 6601 EXECUTIVE DRIVE KC. MO 64120 PHONE 816-24 -6000 27'-0" 11 80 171 88 m 9'-3 7/16" 4'-9 9/16 9'-3 7/16" ULN i tK UAK-JOIST (TYP. @ EACH EW ROOF BM.) EW ROOF BEAM n F N r W18X35 EW ROOF Y to ET4470 N a BEAM L` a 165 LL 0 12 ET4467 o a 3:1 /4 W 18x35 N w 88 RODE LINx w l'-2" ob 172 88 GIRT, 8" Z FLOOR � �\ 530926-305-4 / �� LINE L� f' \ GIRT 44 TYp 530926-323-4- 22 0 81 d. 0 I iV I o j' WAREHOUSE ih FLOOR LINE 1'-0" 81 EW POST 24'-0" (TYP) 24'-0" 48' - 0" X,5 FRONT ENDWALL STRUCTURAL ELEVATION AT GRID 10.7 12 1/4 I I I I I x x x I I 81 110" 14'-10" _ 32'-0" 8'-6" 14'-10" SW m 73 83 o I � o I a]N 0 I i7 SW EW = o 0 12 ENDWALL STRUCTURAL ELEVATION THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED OY FIED, INSPECTORS THAT AT GRID 10.6 MAY BE NECESSARY IN ORDER TO 3 COMPLY WITH ALL APPLICABLE CODES. STEVEN M. TH!OMAS, P.E. LICENSE NUMBER 47919 BUILDER: PROJECT: BUILDING DESCRIPTION: DRAWING TITLE. CAD TECH: DUNWOODIE a FLORIDA BLDG CODE 2001 AREA 200 CHECKED BY. DATE.' 7/21/03 z BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B WALL STRUCTURAL ENc'R BY. S. THOMAS LEAD TECH: JACKSON Y 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CIL, 0 EQ ELEVATIONS DRAWING NUMBER REV NO. o REGIONAL DC #7038 D AREA 200 -30 100 s 9 OR M DATE 00 � CAD TECH: z 0 CHECKED BY.• REVISION NO. 1 INSTALL REINFORCING CLIPS 560612 AT CORNER AREAS AS SHOWN DATE: CHECKED 0 a 15'-0" 1'-2 REVISION NO. 2 SECTION 4 AREA A-44 0 W n Q 1 a 1 a 1 Q I a I a I a 1 a 1 a 1 a 1 a 1 a 1 a l Q I a l a I a 1 a 1 a l a l a l a l a Ila 1 a 1 a 1 a 1 a 1 Q I Q I a 1 Q I a I a I a r..i CAD TECH: CHECKED BY.• m REVISION NO. 3 DATE.' CHECKED BY., REVISION NO. 4 27'-0"' 74'-9" 11 BUTLER CONSTRUCTION 6601 EXECUTIVE DRIVE IVE MO 64120 PHONE 816-249 27'-0" BUILDER: BUTLER CONSTRUCTION 03016 N 0 00 CAP FLASHING FP0663 FURNISHED VERTICALLY AT END 1'-0" OF FIREWALL PROJECT.- WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 COUNTER FLASHING - 704216 Q ROOF TRANSITION 704214 CAP FLASHING FP0663 FIREWALL ANGLE 702176 NOTE: INSTALLATION SAME AS SHOWN ON AREA A-46 SECTION A ROOF PANEL SCHEDULE ID PART NO. SUFF. LENGTH DESCRIPTION A 560210 699 578-6 22 GA. MR-24 EAVE PANEL B 560594 699 199-4 22 GA. 1'-9" MR-24 EAVE C 560594 699 236-4 22 GA. 1'-9" MR-24 SPLICE D 560589 699 154-6 22 GA. 1'-9" MR-24 RIDGE E 560210 699 386-6 1 22 GA. MR-24 EAVE PANEL F 560591 699 238-0 1 22 GA. 1'-O" MR-24 EAVE G 1 560586 699 154-6 1 22 GA. 1'-O" MR-24 RIDGE O- INDICATES MR-24 CRATE NUMBER ON ORDER XXXXXX BUILDING DESCRIPTION: FLORIDA BLDG CODE 2001 130 MPH AIL EXP. B 20 ILL, 5 CL, 0 EQ THESE PLANS AND ALL a "CPO 3ED lA%-jrjX ARE SUBJECT TO ANY CORREC"I'0I REQUIRED BY FIELD INSPZVOAS THAT MAY BE NECESSAA IN oRt;ZR 0 COMPLY WITH ALL knPlia3u, cous, STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 DRAWING TITLE- CAD TECH: DUNWOODIE AREA 200 CHECKED BY.• DATE. 7/21/03 ROOF PANEL ENG'R BY.- S. THOMAS LEAD TECH: JACKSON LAYO UT DRAWING NUMBER I REV. N0: IDI AREA 200 -40 100 I (5) i 0 0 X FIREWALL CUT 3" 0 I 00 (25) °�I 1 II � 1:::1 I I I I I II I I I�f1I I I I II I I I 'I Ll A 3' X 7' HM DOOR " 4'-9" 12'-0" 1'-106'-11" 1'-6" 8'-6" 3'-0" 1 1'-2" 18'-7" 27'-0" 27'-0" 1'-01' EW 15'-0" 74'-9" 10 7 11 11 5 12 PANEL ELEVATION AT GRID X.4 PANEL ELEVATIO AT GRID X 12 12 11/4 11/4 I� N N N 0 (4) (4) rn N (3) CA w E N N 0 0 0 0 (4) rn (4) (4) 0) 4 0 N N N ( ) CO t0 N THESE PLANS AND A,.I. PFICPOSED WORK x x I 0 0 ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH., L APPLICABLE CODES. 17 0" 1'-6" 1'-4" 8'-6" 8'-6" 8'-6" -10' 32'-0" n 0 48'-0" 1'-2" dD CtDcb _ o b N � Q O PANEL ELEVATION AT GRID 10.6 PANEL ELEVATION AT GRID 10.7 W N STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 BUILDER: PROJECT: BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: DUNWOODIE � DATE: DATE: DATE, DATE: �l,ITL E FLORIDA BLDG CODE 2001 AREA 200 Z CHECKED BY: DATE.• 7/21 /03 uz CAD TECH: CAD TECH: CAD TECH. CAD TECH: N�pp y�Ilo BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B WALL PANEL ENG'R BY- S. THOMAS LEAD TECH: JACKSON Y �O�I1V� II �����©IIV 03016 FORT PIERCE, FLORIDA 20 LL, 5 CL, 0 EQ ELEVATIONS DRAWING NUMBER REV. No. CHECKED BY. CHECKED BY. CHECKED BY. CHECKED BY. KC, MO 646 2D EXE�HONE 816 DRIVE6245 6000 REGIONAL D C # 7 0 3 8 D AREA 200 — 5 O O O08 1' 33'-7 3 13'-2 A 9 B B r6 R r7 DATE 00 O CAD TECH: Z 0 CHECKED BY a 0 I V N 0 I z 0 U w V) w REVISION NO. 1 iu B 91 - ..LL H I 41 I I I I I I H D I M 91 C 91 I I SK???? SK 1526 SK 1527 I I I I LI D _ 91 — I I c I 91 I I I ;.,I I I cu I A 91 UNFOLD Ew INT SW COL.(TYP) 1'-2' 15'-0' 7' 27'-0' 74'-9' 11� SKY -WEB LAYOUT REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 DATE.• DATE: DATE: BUT EI 11 n CAD TECH: CAD TECH: CAD TECH: (0®I1 V S 11y�W U CT I]O � �p V u� CHECKED BY: CHECKED BY: CHECKED BY: 6601 EXECUTIVE DRIVE KC, MO 64120 PHONE 816-245 27'-0' (<<Ij I I C 91 I I I I I BINDING TIE LOCATIONS FOR AREA 200 UNIFORM SAGUNIFORM /fSAG \ 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 G E N E R A L I N S T A L L A T 1 0 N N 0 T E S 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 —INSTALL SKYWEB WITH BLACK THREAD 4.) IN BINDING TOWARD GRID 12 & PART MARK TAG UPSLOPE (TYP.) 1'-0' ATZ WARNING The Sky —Web system DOES NOT provide fall protection from heights greater than the plane of the roof. WARNING Workers must use additional fall protection while installing the Sky —Web system. WARNING The Sky —Web system must be installed exactly THESE PLANS AND ALL PROPOSED WORK as shown on the erection drawings. Improper ARESUBJI:Ci7kudYCORRECTIOi�S installation could result in serious injury or death. REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CM. BUILDER: PROJECT- BUILDING DESCRIPTION: FLORIDA BLDG CODE 2001 BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B 03016 FORT PIERCE, FLORIDA 20 LL, 5 CL, 0 EQ REGIONAL DC #7038 G W STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 I a DRAWING TITLE: CAD TECH: DUNWOODIE AREA 200 CHECKED BY: DATE: 7/21/03 Z SKYWEB ASSEMBLY ENG'R BY: S. THOMAS LEAD TECH: JACKSON Y LOCATIONS DRAWING NUMBER REV. NO. o AREA 200 -90 00