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HomeMy WebLinkAboutPLANS BATCH 06 - PAGES 51 - 606" ACCETABLE LIGHTNING PROTECTION DETAIL (TO BE FURNISHED AND INSTALLED BY ELECTRICAL / LIGHTNING PROTECTION CONTRACTOR, NO MATERIAL FURNISHED OR INSTALLED BY BUTLER CONSTRUCTION) Procedure For Proper Placement of Sealants During Installation of Lightning Rods. 1. Establish air terminal location on roof. Maintain a minimum of three inches clear from rod to structural components located below the roof and insulation. Keep 6 inches from panel corrugation to hole. 2• Drill hole and remove all metal shavings from roof panel and clean surface with mineral spirits. Use a magnet for collection of metal shavings. 3. Insert threaded rod through hole in roof with nut and washers below roof panel and on the roof panel to the extinct of washer. 4. Place small amount of Panlastic sealant, Butler Mfg. P/N 025392, in the hole around rod 5. Immediately install neoprene sealing washer and stainless steel flat washer. 6• Install the stainless steel hex head nut and properly tighten to flatten neoprene washer. 7. Apply a bead of Gray Butler sealant p/n 016688 on bottom edge of aluminum cone (Robins Lightning or equal). Leave 1 inch without sealant as a weep hole. Install cone with weep hole located downslope. In lieu of Butler Gray sealant, Manus Bond 75 AM sealant can be used 8. Place neoprene washer, stainless steel washer and nut over cone and tighten. (Apply Panlastic sealant, Butler Mfg. P/N 025392 around rod between nut and washer) 9. Tool finish the sealant to establish a smooth transition. 10. The ground cable attached to the bottom of the rod must have enough slack to allow for 3 inches of roof movement. M Y JOIST LJ r -I 1/2" STAINLESS STEEL THREADED ROD --- BUTLER PANLASTIC 025392 AROUND ROD ON STAINLESS STEEL WASHER PRIOR TO INSTALLING NUT. BUTLER GRAY SEALANT 0166BB OR MANUS-BOND 75AM. LEAVE 1" ON LOW SIDE OPEN FOR WEEP ROD STAINLESS STEEL NUT AINLESS STEEL WASHER ID NEOPRENE WASHER IMINUM CONE (ROBBINS HTNING PROTECTION) -ROOF PANEL BUTLER PANAL NE 025392 AROUND ROD AND BETWEEN NEOPRENE STAINLE'• WASHER AND TOP OF AND NE( ROOF PANEL.. 1/2" NUT THRU ROOF AIR TERMINAL REVISION NO. 1 REVISION NO. 2 DATE, DATE: DATE: 0 w CAD TECH: CAD TECH: CAD TECH: 0 3 CHECKED BY. Z CHECKED BY. CHECKED BY. 0 WASHER WASHER AROUND WASHER REVISION NO. 3 ON DATE REVISION NO. 4 11 BUTILLSI1� I) 0CMSTaUCT1100 6601 EXECUTIVEIRIVE MO 64120 PHONE 816 BUILDER: BUTLER CONSTRUCTION 03016 E Lei • MR-24 ROOF PANEL I INSULATION- -\ ENDWALL ROOF BEAM PROJECT.• WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 AREA "A" ENDWALL GABLE TRIM 630309— WALL ADAPTOR 640314--' S.D.S. 097216 2'-0" O.C. COUNTER FLASHING GE7628 TRANSITION FLASHING — EU5007 — ff------ �� I EAVE TRIM LEAVE 1" CLEAR FOR EXPANSION - 2„ � CORRUGATION I I SUPPORT ANGLE MR-24 ROOF PANEL INSULATION ROOF BEAM 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. FLASHDECK ATTACH TO DIVERTER AND EXTEND UP BEHIND EAVE TRIM FIELD FORM DIVERTER FROM PANEL CLOSURE 560005 0 AREA „B„ 10 GABLE TRIM & WALL 'ADAPTOR i EXTEND INSIDE CORNER TRIM AND FLASHDECK �3 w TO TOP OF AREA"A" WALL PANEL STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 3 BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: BLAIR FLORIDA BLDG CODE 2001 CHECKED BY. DATE. 7/21/03 Z 130 MPH WL EXP. B LIGHTNING PROTECTION & ENG'R BY.• S. THOMAS LEAD TECH: JACKSON Y 20 LL, 5 CL, 0 EQ TRANSITION INSTALLATION DRAWING NUMBER REl No. o a DI AREA A —58 00 s S1' S1 S1�5 S2 S2�5 S3 S3�5 34 S4,5 S5 S5,5 S6 S6�5 S7 S7�5 S8 S8�5 S9 S9�5 S10 S10�5 S11 S11�5 S12 S12� S13 S13� S14 S14� S15 S15� S16 S16� S17 S17' 2 4' 842'-4" EW BAYS 53'-2" 52'-0" 52'-0" 54'-0" 52'-0" 52'-01' 52'-0" 54'-01, 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" 2 -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" 27'-0" 27'-0" 26'-0" 26'-0" 26'-0" 26'-0" l'-2" INTM. Q AREA "B" SW COL. E EW N N TYP. 91 3 I I LnV Lo a o c o SK1852 SK1850 SK1850 SK1851 SK1850 SK1850 SK18 0 SK1851 SK1850 SK1850 SK1851 SK1850 SK1850 SK1851 SK1850 SK1849 0 o LLJ U "o I a Q I � Lij /� 91 Q o N N ©N LLJ o 0 Q O D TYP. AT ALL I 91 FRAME LINES 1 °o of II o C I L� 91 I o I N � I I I I © o o 0 SK1848 SK1846 SK1846 SK1847 SK1846 SK1846 SKI 6 SK1847 SK1846 SK1846 SK1847 SK1846 SK1846 SKI 847 SK1846 SK1845 I � w N O I L7 Ln LLJ U-) I u< N J� kEAD o z cn A UNFOLD z U1 U O o C� w 91 v N o U) oN w KY —WEB LAYOUT AREA "A„WwNSTALL SKYWEB WITH BLACKTHNOTE: Q �/ IN BINDING TOWARD GRID S17 & a SEE DRAWING AREA A-91 THESE PLANS ANDALLPROPOSEDWORK MARK TAG UPSLOPE (TYP.) i FOR GENERAL INSTALLATION NOTES. a Z ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT I. MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. o STEVEN M. THOMAS, P.E. N LICENSE NUMBER 47919 0 REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 BUILDER: PROJECT: BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH. BLAIR 3 DATE.' DATE• DATE.., DATE.• I�V���I FLORDA BLDG CODE 2001 CHECKED BY: DATE: 7/21/03 z w CAD TECH: CAD TECH: CAD TECH: CAD TECH: �ONSlj RN�C��OO BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B BUILDING - A ENc'R BY. S. THOMAS LEAD TECH: JACKSON Y 0301 6 FORT PIERCE, FLORIDA 20 LL, 5 CL, 0 ED SKY -WEB DRAWING NUMBER REV NO. 0 6601 EXECUTIVE DRIVE REGIONAL DC7038 LAYOUT D AREA A —90 00 a CHECKED BY.• CHECKED BY. CHECKED BY CHECKED BY.• KC, MO 64120 PHONE 816-2 -6000 0 SKY EAVE ANGLE 702177 TO BE POSITIONED AS TO EDGE BINDIP SCRUBOLT 096 l'-O" ON CEN SCREW LOCATE EDGE OF BINDI EAVE STRUT LOW EAVE ATTACHMENT a,_n• i oP i all ROOF SECONDARY 1/81/l ® 12 SKY WEB BAR JOIST i x OTHER CENTERS) WIDTH INULATION RETAINER 650209 "V" SHAPE MUST BE ORIENT AS SHOWN. RETAINER TO BE POSITIONED AS SHOWN RELA TO EDGE BINDING. SCRU OLT 096932 1'-0 ON CENTERS. SCRE LOCATED THRO GH EDGE OF B DING LOCATE NYLON TIES 5'-0" ON CENTERS NEXT TO PURLINS INSULATION RETAINER 650209 INSULATION RETAINER "V" SHAPE MUST BE ORIENTED AS SHOWN. INSULATION RETAINER TO BE POSITIONED AS SHOWN RELATIVE TO EDGE BIN11 "" SCRUBOLT 0969� l'-O" ON CENTE EDGE BINDING (NO ROPE IN THIS BINDING) SCREW LOCATED TH EDGE OF BINDING ROI E BINDING ,�— SKY -WEB SYSTEM ROPE BIN — `SK EB AN E 520040 I CO INUOUS HOLE IN GABLE ANGLE 3- 2" LEG VE ICAL BUILDING -A GABLE ANGLE EAVE DO NOT CINCH NYLON TIES COMPLETELY TIGHT 1'-0" LEAVE SLACK AS SHOWN B HI -SIDE ATTACH ENT ROSOL) eC GABLE ATTACHMENT 91 91 91 (AREA-100 & A W DO NOT CINCH NYLON TIES COMPLETELY TIGHT LEAVE SLACK AS SHOWN NYLON TIE MESH EDGE BINDING SECTION D SKY -WEB LAP AT ROOF BEAMS 91 N • N O REVISION NO. IN REVISION NO. 2 DATE. REVISION NO. 3 DATE. REVISION NO. 4 BUTLER DATE: 0 CONST CAD TECH: CAD TECH: CAD TECH: w L J I� o 3 Z 6601 EXECUTIVE DRIVE KC, MO 64120 PHONE 816-� CHECKED BY. CHECKED BY. CHECKED BY. 0 BUILDER: BUTLER CONSTRUCTION 03016 THESE PLANS AND ALL PROPOSED WORK s ARE SUBJECT TO ANY CORRECTIONS 4 REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. PROJECT WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 RIDGE ATTACHMENT SKY WEB ING HI -SIDE ATTACHMENT (BLDG.-A) ' ❑,CJ (TYR) RRUGATION) SKY WEB —BAR JOIST W 91 STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 6 BUILDING DESCRIPTION: DRAWING TITLE., CAD TECH. BLAIR FLORIDA BLDG CODE 2001 CHECKED BY. DATE. 7/21 /03 W 130 MPH WL EXP. B EDGE OF SKY -WEB ENG'R BY: S. THOMAS LEAD TECH: JACKSON r 20 ILL, 5 CL, 0 EQ ATTACHMENT DETAILS o DRAWING NUMBER REV. NO. DI AREA A —91 loo a BAR JOIST TOP CHORD NYLON CABLE TIE MESH BINDING BINDING ATTACHMENT (BAR -JOIST) NYLON CABLE TIES (TYP.) MESH BINDING 9'-6" SPACES (APPROX.) MESH BINDINGS (TYP.) PLAN VIEW OF BINDING TIE LOCATIONS BAR JOIST (TYP.) U) 33'-7 3/8" l OF RIDGE SKY -WEB (END to END) JOINT SEE DRWG. AREA A-93. HIGH 331-7 3/8" 35'-0" 35'-0" 35'-0" 27'-5 1/4" 34'-6 7/8" 11-01, 33'-7 3/8" n SKY -WEB (END to END) JOINT SEE DRWG, AREA A-93. BINDING TIE LOCATIONS FOR BUILDING - A 33'-7 3/8" 33'-7 3/8" 33'-7 3/8" 1'-0" G THIS L0 92 J ONL SKY -WEB (END to END) JOINT SEE DRWG. AREA A-93. 33'-7 BINDING TIE LOCATIONS FOR BUILDINGS- B & C (RIGHT SLOPE SHOWN - LEFT SLOPE SAME LOCATIONS) 1 /4-14" x 1 1 /9" 35'-0" 33'-7 3/8" 14GA X 1 1/2" O.D. WASHER (FROM SUPPLIER) AESH BINDING 9'-6" INTERVALS) 35'-0" 33'-7 3/8" NOTES: G SAG FASTENER DETAIL 1.) ATTACH NYLON CABLE TIES TO THE BAR JOIST OR TRUSS PURLIN(LOCATED ABOVE) THESE PLANS AND ALL PROPOSED WORK AT EVERY MESH BINDING THE ENTIRE LENGTH OF BUILDING. 92 (REQUIRED WHEN ACCUMULATED SAG = 48") k, ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLJCABLE CODES. N N 0 REVISION NO. I REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 BUILDER: PROJECT. BUILDING DESCRIPTION: DRAWING TITLE: 00 DATE.' DATE: DATE. DATE. BUTLER FLORIDA B L D G CODE 2001 o CAD TECH: CAD TECH: CAD TECH: CAD TECH., CONSTIRUO I1 ON BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B SKY —WEB BINDING S 1J 03016 FORT PIERCE, FLORIDA 20 LL, 5 CL, 0 EQ ATTACHMENT z CHECKED BY: CHECKED BY., CHECKED BY CHECKED BY: 6601 EXECUTIVE DRIVE REGIONAL DC #7038 DETAILS o KC, MO 64120 PHONE 816-245 6000 35'-2" 34'-9 3/8" 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. AREA A -92 100 N N O SECTION VIEW "A" SKY -WEB END -TO -END JOINT M N 0 REVISION NO. I DATE 0 w CAD TECH: 0 0 0 3 CHECKED z 0 DATE: TECH: CHECKED REVISION N0. 2 DATE: CAD CHECKED BY., IM REVISION NO. 3 DATE. CAD TECH: CHECKED BY: REVISION NO. 4 THESE PLANS AND ALL PROPOSED ARE SUBJECT TO ANY CORRECTI REQUIRED BY FIELD INSPECTORS MAY BE NECESSARY IN ORDER COMPLY WITH ALL APPLICABLE C 11 CUTLER CONSTRUCTION u 6601 EXECUTIVE DRIVE MO 64120 PHONE 816-245 6000 END BINDINGS MUST CONTAIN REINFORCING ROPE RUN ENDS OF ROPE ISKY-WEB THROUGH SKY -WEB MESH Q� NEXT TO END BINDINGS 6_1 OVERLAP END BINDINGS AS SHOWN - MAKE FIRST LOOP 4F�c IN KNOT (NOTE: 2 WRAPS) STEP 1 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. AWARNING The Sky —Web system must be installed exactly as shown on the erection drawings. Improper installation could result in serious injury or death. MAKE SECOND LOOP IN KNOT (NOTE: 2 WRAPS) STEP 3 MAKE A LOOP KNOT AT EACH 3" MINIMUN END OF ROPE - DRAW KNOTS EACH END TIGHT FINISHED KNOT STEP 5 TYING DRAW KNOT SNUG AGAINST BINDINGS STEP 2 PULL ENDS OF ROPE VERY HARD TO "SET KNOT" - THIS IS CRITICAL (KNOT MAY ASSUME A "DEFORMED" SHAPE AT THIS POINT, WHICH IS NORMAL) NSTRUCT ONS +2" 28" -0" STEP 4 BUTLER PART NO. 148985 (NO. 8 (1 1/4" DIA. SOLID BRAID) NYLON ROPE) STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 BUILDER: PROJECT: BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: BLAIR BUTLER CONSTRUCTION 03016 WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 FLORIDA BLDG CODE 2001 130 MPH WL EXP. B 20 LL, 5 CL, 0 EQ SKY -WEB INSTALLATION AND TIE -ROPE INSTRUCTIONS CHECKED BY: DATE: 7/21/03 ENG'R BY.- S. THOMAS LEAD TECH: JACKSON DRAWING NUMBER REV. NO. ID1 AREA A -93 100 ROOF BEAMS 39'-2' 20'-0' 28'-0' 20'-0' 28'-0" 20'-0" 28'-0" 20'-0" 28`-0" 20'-0" 28'-0" 20'-0" .313 X 6"FLGS. 500 X 8" .313 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 ' .219 WEB .250 WEB FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. .160 WEB .250 WEB .160 WEB .219 WEB .160 WEB .219 WEB .160 WEB .219 WEB .160 WEB .219 WEB 69 SPACES @ 4'-9 5/8' = 331'-4 1/8' 1'-2" JOIST SPACES FLANGE Q O O O BRACES POD BEAM POD BEAM POD BEAM LOWER ROOF BM. GK1692 0 15-22. GK1708 (TYP. 15-22) GK1706 (TYP. 15-22 TYP. 14&23, UNO.3 1/4 2 28 GK1686 GK1693 0 14&23. GK1709 TYP. 14&23 16"130 ° 16"-I 16",30�',10 I a o I m O I M � � i� 0 OD SW COL.#1 GK1675 o 11 � co 'A o U u O M CONV. MEZZ., NOT - SUPPLIED BY BMC. (TYP.) SW COL. 1'-2" 48'-0" INT. COL.#1 GK1676 INT. COL., TYP. 48'-0" 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 1 2'-4 1/2" 59/82 5 545046-44-4 1 2'-4 1/2" 59/82 Al INT. COL.. TUBE GK1677 cb HSS 11:1 2024 REVISION NO. I REVISION NO. 2 DATE.• DATE.• DATE. oCAD TECH. CAD TECH: CAD TECH: 0 0 0 CHECKED BY. CHECKED BY: CHECKED BY. z 0 INT. COL. TUBE GK1678 -SPAN BEAM GK1689 TYP. UNO. 16" INT. COL. TUBE GK1679 TYP UNO SPAN "g 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' 5' X 500 X 8' 375 X 6 X 8 X fi .375 X 8 .3 33 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. WEB ' FLGS. .375 FLGS. .313 FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS. FLGS, .281 WEB .281 WEB 38 WEB .250 .188 WEB .219 WEB .160 WEB .219 WEB .160 WEB .219 WEB .160 WEB .219 WEB .160 WEB .219 WEB .188 WEB 3'-9 5/8'1 F-11_0" RIDGE POD BEAM GK1712 POD BEAM 16",30j",16" 12 GK1702 0 15-22. -�1/4 GK1703 0 14&23. 16",304",28" 7SPAN BEAM >MM SPAN BEAM GK1690 r GK1690 GK1690 N = INT. COL. INT. o COL. � INT. COL. INT. COL. INT. COL. INT. COL. INT. COL. INT. COL. INT. COL. TUBE TUB TUBE TUBE TUBE TUBE TUBE TUBE TUBE GK1680 GK1 81 GK1682 GK1681 GK1680 GK1679 GK1678 GK1677 GK1683 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 48'-O" 48'-0" 48'-0" 337'-2" SYMM. ABOUT RIDGE (UNO) 337'-2" 674'-4" l 1' J cb cb cb `_' '-J cb cb cb ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ HSS 12xl2xi HSS 12xl2xi HSS 12xl2xi HSS 12xl2x, HSS 12xl2xi HSS 12xl2xi HSS 12024 HSS 12xl2x DJ JCU I IUIN - /-' © GRIDS 14-23 MATERIAL C RT FAB COLUMNS DESIGNATION OVERALL LENGTH START DEPTH (IN) DISTA TO D CHAN CE PTH E INTERM. DEPTH (IN) END DEPTH (IN) OUTER FLANGES INNER FLANGES WEB THICKNESS SW COLUMN#1 30'-1" 12 18, 0" 30 30 8 X .375 8 X .375 0.188 SW COLUMN#2 30'-1" 12 18' 0" 30 30 8 X .500 8 X .500 0.219 INT COLUMN#1 31'-9 1/4" 12 1/2 12 1/2 i 12 X .750 12 X .750 0.250 REVISION NO. 3 REVISION NO. 4 DATE: BUTLER 1 CAD TECH' CONSTUl1UGTI10 u CHECKED BY.' 6601 EXECUTIVE DRIVE KC. MO 64120 PHONE 816-24 -6000 BUILDER: BUTLER CONSTRUCTION 03016 PROJECT: WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 48'-0" NMI SW CO 48'-0" -LOWER ROOF BM. 28", GK1687 SW COL. #2 GK1684 TYP. UNO. USE GK1685 0 GRIDS 19 & 20 -2» ct cb cJ ❑ ❑ ❑ H HSS 12xl2xi HSS 12024 HSS 12024 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 ? TENSION CONTROL 7/8 X 2 1/4 00 FOR PROPER STORAGE OF TENSION CONTROL BOLTS, REFERENCE LABEL ON CONTAINER 0 - b - m THESE PLANS AND ALL PROPOSED WORK m ARE SUBJECT TO ANY CORRECTIONS a REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO -7- L 13-n 3 0 COMPLY WITH ALL APPLICABLE CODES. w STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH:BLAIR 9 FLORIDA BLDG CODE 2001 CHECKED BY. DATE. 7/21/03 Z 130 MPH WL EXP. B AREA - B uj ENG'R BY. S. THOMAS LEAD TECH: JACKSON Y 20 ILL, 5 CL, 0 EQ CROSS SECTION DRAWING NUMBER REl No. o GRIDS 14-23 AREA B -1 0 loo s I 0 � DATE 0 0 w CAD TECH,, 0 3 Z CHECKED BY: 0 5 49 80 � 82 64- STRUT BRACING cv o SEE DET. A/22 CIL LJ o N FIREWALL O N a � W 1 �5 14 14.5 15 15.5 cTp (9p cip17.5 cip (ip cip op 20 20.5op 21.5 22 EW POST (TYP.) EAVE STRUT 702278-335-4 55 82 1,192'-10" 11 BAYS @ 54'-0" = 594'-0" EAVE STRUT EAVE STRUT SEE NOTE 1 702278-323-4 702278-311-4 TYP. UNO. GRIDS 18 TO 21 149 EAVE STRUT EAVE STRUT TYP.39 87 702278-302-4 702278-30: 81 AEROSOL BLDG. 150 SIM. 150 P. 1 g7 \ 87 18.5, TO, 20.5 STRUT BRACING SEE DET. A/22 (TYP. © P.5) UNO. T1 <0o T - o� m 0 4} o 1 I a ��7- GABLE ANGLE 1 702176, TYP. 4 }- 44 TYP. BRACING GRID 13 82 CONNECTION w 0 77 u} 83 3 76 I 83 � 3 TYP. 0 EW 2 }- 3 --� POST U.N.O. 80 1 4 }- - 3 }Jw 1 1 75 4 } 1 83 3} 1 4 }-i 1 3 }- 1 4} TYP, JOIST RUN 1 116 ' 85 0 4 }- 1 2 ❑1 STRUT BRACING I � - SEE DET. B/22 N - 5 55 40 Ty 80 82 81 12 EAVE STRUT 702278-335-4 PHASE B4 REVISION NO. 1 REVISION NO. 2 DATE: DATE.• CAD TECH: CAD TECI CHECKED BY• CHECKED E 24 24' TYP. 27'-0" 27 -0" N EW EAVE STRUT o FRAME 702278-335-4 149 (TYP.) 0 87LSN M. 55 5 N Co COL. 82 80N Lu I f t 3: 150 87 IM. I im m TYP. BRACINC CONNECTION I AT RIDGE ONLY I GRIDS 14 - 23 I 46 TYP. @ INT. COLUMNS I I 82 ONLY GRIDS B,C,D,E,F,G,J K,L,M,N&P (GRIDS 14-23) 7 T 7w 'P ® INTER. ROOF TYP @ INTER. ROOF EAM BRACING LOC S. I I I BEAM BRACING LOC IT 7- 'Im I 28" DEEP JOIST I 51 TYP. TYPICAL UNO. 82 Lr- �STRUT BRACING SEE A/ (TYP.D® A. )2UNO. ._— — — 39 TYP. �4'-0" CANOPY 1 TYP. — — - 3 27'-0" EAVE STRUT 81 22 702278-323-4 38 SEE NOTE 1 TYP. UNO. 81 PHASE B3 PHASE B2 ROOF PLAN AREA "B" REVISION NO. 3 DATE: CAD TECH: CHECKED BY. - REVISION NO. 4 STRUT BRACING w SEE DET. B/22 z z z U J z O_ v~i ~ ¢ l O J J a � m LLJ N Q V) \ 7 rn I GABLE ANGLE FJ5475, TYP, GRID 24 T83 ❑3 0 2 80 4 T 58 82 �1 134 J 86 10i 85 55 145 SIM. 82 87 EA E STRUT AREA "A" 70 278-335-4 PHASE 1 U L LSI RF[D--T 6601 EXECUTIVE DRIVE MO 64120 PHONE 816 two N II II 0 0 � co N J z0 � F L wit. N Ild- 00 J W z z 0 z 0 NN J m V) rn I Lo 6 0 N 0 z = Q a_ O IF BUILDER: PROJECT. - BUTLER CONSTRUCTION WAL*MART 03016 FORT PIERCE, FLORIDA REGIONAL DC #7038 BRACE ROD SCHEDULE PART NUMBER DESCRIPTION THREAD 1 1 544061-240 1" X 20'-0" RH-LH 2 544051-196 1" X 16'-4" RH-RH 3 544051-192 1" X 16'-0" RH-RH 4 544051-199 1" X 16'-7" RH-RH 5 544051-202 1" X 16'-10" RH-RH 1" TURNBUCKLE: 095272 COL. N 0 m I vi N I 11'-1 1/2" 4'-9-1 11'-1 1/2" COL. EAVE WIND BRACE EAVE WIND BRACE DIAGRAM NOTES: 1. LOCATE EAVE WIND BRACE AS SHOWN ABOVE. 2. DO NOT MAKE ANY PERMANENT ATTACHMENTS TO TOP FLANGE OF EAVE STRUT (e.g. GABLE ANGLE, TEMPORARY BRACE, ETC.) 3. FOR STRUT BRACING DETAILS SEE DWG. AREA B-22. NOTES: 1') 0 INDICATES LOCATION WHERE BAR JOIST BOTTOM CHORD MUST BE WELDED TO CLIP , STIFFENER , ETC. SEE APPROPRIATE DETAILS & BAR JOIST PLACEMENT PLAN. 2.) - INDICATES WALL BRACING BUILDING DESCRIPTION: FLORIDA BLDG CODE 2001 130 MPH WL EXP. B 20 LL, 5 CL, 0 EQ THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT I.' MAY BE NECESSARY In ORDER To COMPLY WITH ALL, APPUCABLE CO, DRAWING TITLE: AREA B ROOF STRUCTURAL PLAN 0 00 0 ^ - - - ^ N m I < W a STEVEN M. THOMAS, P.E. Lo LICENSE NUMBER 47919 CAD TECH: BLAIR i i CHECKED BY.- DATE.- 7/21/03 Y ENG'R BY: S. THOMAS LEAD TECH: JACKSON DRAWING NUMBER REV. NO. o D AREA B —20 Inn a I -- - 27' EAVE STRUT 153 TYP. ALL 27' CANOPY 540516-323-4 g7 SECTIONS PURLIN, 702275 TYP. TYP. INTRM. SW SW COL. COL. TYP. TYP. 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0° 27'-0" 27'-0 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 54'-0" 54'-0" 54'-0" 54'-0" 5 '-0" 54'-0" 54'-0" 54'-0" 54'-0" 55'-2" 13 5 14 14 5 15 15,5 16 16,5 17 17,5 18 .5 19 19,5 20D (2tI 21 21,5 22 22,5 23 23,5 n N O 0 REVISION NO. 1 REVISION NO. 2 DATE.• DATE DATE 0 w CAD TECH: CAD TECH: CAD TECH: 0 0 z CHECKED BY. CHECKED BY.• CHECKED BY.• 0 REVISION N0, 3 REVISION NO. 4 DATE.• BUTLER 11 Fj CAD TECH: C0j��IJ5TuJDRIVE CHECKED BY.- 6601 EXECUTIVEKC. MO 64120 PHONE0 BUILDER: BUTLER CONSTRUCTION 03016 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 CORRECTIO143 REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. NOTE: 1. REFER TO DWG AREA A-45 FOR MISC. ROOF TRIM DETAILS ON 4'-0" CANOPY. DRAWING TITLE. - AREA B CANOPY PLAN DRAWING l'-2" BAYS w a Ii STEVEN M. THd7/21/03 ° LICENSE NUM Q CAD TECH: BLALR a i CHECKED BY.- DATE czW ENG'R BY.• S. THOMAS LEAD TECH:DRAWING NUMBERD AREA B -21s 1►iIL:7LI�'��iii74PuI� USE (4) 3/4" x 2" A325 TENSION CONTROL BOLTS W/HEAVY HEX NUTS. 700014 BAR JOIST, BOTTOM CHORD BAR JOIS BOTTOM tS KNI:t I; LI F' 0 N 0 REVISION NO. I DATE 0 CAD TECH: 0 0 3 Z CHECKED BY: 0 m RACE ANGLE USE (2) 5/16" SELF DRILLING SCREWS (097405) AT EACH JOIST BRACE ANGLE L 2 40 3 STRUT JOIST 81 A 22 FRAME BRACE ANGLE GE7624 27'-0" BRACE GE7624 1 22 DETAIL A INTERMEDIATE BAY REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 DATE: DATE, DATE Imp fl T ICI � CAD TECH: CAD TECH: CAD TECH: GOSTRUCTIO IfIl� J CHECKED BY., CHECKED BY CHECKED BY., 6601 EXECUTIVE DRIVE KC. MO 64120 PHONE 816-< 2 TYP. 22 JOIST 27'-0" I ©TM ®1W 0 I N FRAME BUILDER: BUTLER CONSTRUCTION 03016 DETAIL B END BAY THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDI.11 TO COMPLY WITH ALL APPLICADLE CODES, 7 STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 PROJECT. BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: BLAIR FLORIDA BLDG CODE 2001 STRUT BRACING CHECKED BY: DATE: 7/21/03 ENG'R BY: S. THOMAS LEAD TECH: JACKSON WAL*MART 130 MPH WL EXP. B DETAILS FORT PIERCE, FLORIDA 20 LL, 5 CL, 0 EQ DRAWING NUMBER I REV. NO. REGIONAL DC #7038 DIAREA B -22 100 9'-7 3/16" SEE DETAIL 139/86 FLANGE BRACE (4) BAR -JOISTS AS NOTED ). THIS 60 D UNO. 82 EW R OF#2 HdGHIRT 530925-Ha31r1 -4 Ho�_ O M� _Y a000 )�^ 0^ 03W n co drUOOr Wr 0(o OD O •(p 0( r ar y 3:y Y3: ULd0 W V W ?:Y LJ0 WUW W 12 O 86 00026ROOF LINE 1 NBEAM 8�O,7 8@62D�727410R2 cV0' 0 0 v 1 O o N SECTIONS l'-2" EW ROOF#1� BM GK1790 185 89 78 83 GIRT 530927-149-4 GIRT 530927-133-6 CONV/MEZZ NOT SUPPLIED BY BMC. 13'-9" SC,S SW. AD6 REVISION NO. I ' DATE 0 w CAD TECH: 0 0 0 3 CHECKED BY.• Z 0 DATE: o GIRT 530927-304-6 I 35 DOORPOST 3'x7' HM DOOR 26 702162 81 10° EMBED., TYP. 81 23 ® GRIDS B-D.5 13'_8 r410'-4" 81 EW POST 12'-7' 10" (TYP.) EW R OF#2 BM. 179, M ri r 0 a� Y rEW ROOF#2 u?i I BM. GK1793 M, M Lo Om 0000 000 0- ar ar w� wcYa w� 91 o / / \ N GIRT, 530924- !285-6 OX STRUT 3'x7' HM DOOR FLO( 31 1-4, TYP. UNO. 4071- LINE 3'-110'-1" 44 82 48'-0" 24'-0" I 24'-0" 24'-0" I 24'-0" 24'-0" 24'-0" 1 24'-0" 1 _ 24'-0" 24'-0" 336'-0" 9'-7 3/16"� SEE DETAIL 1 1 /80. EW ROOF#2 BM. GK1794 TYP. UNO. to, n' rl) a� a� C� WC7 WC7 WU —12 7 1 /4 ro l I I n Or 000 0- o? r W 0 CJ (7 W 9'-7 3/16" FLANGE BRACE (2) CENTER BAR -JOISTS C R ROOF BEAM UNO.) ROOF#2 GIRT 530925-311-4 GK GK1792 H 0co F' 0000 F- 00 H 00D0 H 00r0 �- 00000 H coo ar ar, ar ar ar a-r a-r Y U Lij 0 Li 0 Li 0 W U' w 0 82 83 84 SIM. 15 TYp, FIELD CUT GIRT J 3'x7' HM DOOR gp U.N.O. O HM DOOR, TYP. FRAMED OPENING (TYP.) I 18 -2 4 5'-10" 1 1 24'-0" 24'-0 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0' YMM. ABOUT RIDGE (UNO) 336'-0" Bb d5 cC Ct5 Db D,5 cb E,5 cb F,5 cb BRACE ROD SCHEDULE ❑ PART NUMBER DESCRIPTION THREAD 1 544063-240 1 1/4" X 20'-0" BRACE ROD RH-LH 2 544053-111 1 1/4" X 9'-3" BRACE ROD RH-RH 3 544053-096 1 1/4" X 8'-0" BRACE ROD RH-RH 4 544053-093 1 1/4" X 7'-9" BRACE ROD RH-RH 5 544053-100 1 1 1/4" X 8'-4" BRACE ROD RH-RH 1 1/4" TURNBUCKLE: 095274 60 GIRT 530927- 67 82 323-4 83 24'-0" 1 24'-0" 5 80 -INSTALL (3) SAG STRAPS AT 1/4 POINTS. 73 TYP. 83 THIS GRID I —GIRT 530927 -299-4 674' 4"-1111 G,5 Cb N,5 ct) cit c�J K,5 ct CE,5D Ct) M,5 Cb(Et (:±D P,5 Q = ENDWALI STRUCTURAL ELEVATION AT GRID 24 MATERI L CHART FAB COLUMNS DESIGNATION OV LE if RALL GTH DEPTH (IN) OUTER FLANGES INNER FLANGES WEB THICKNESS EW POST #1 V 12 1/4 8 X .375 8 X .375 0.188 EW POST #2 3 -3" 12 8 X .375 8 X .375 0.250 EW POST #3 V IES 12 1/4 9 X .375 9 X .375 0.188 EW POST #4 31 -3" 12 10 X .500 10 X .500 0.250 EW POST #5 3 -3" 12 1/4 10 X .375 10 X .375 0.188 EW ROOF #1 4 -6" 28 8 X .500 8 X .500 0.219 EW ROOF #2 V IES 16 6 X .313 6 X .313 1 0.160 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 DATE., DATE.• Uv BUTLER �j TLE �p p�((��aa CAD TECH: CAD TECH: O N ST W lUJ CT 0 OO CHECKED BY.• CHECKED BY., 6601 EXECUTIVE DRIVE KC, MO 64120 PHONE 816 J BUILDER: BUTLER CONSTRUCTION 03016 INDICATES BEAM IS DIRECTIONAL ERECT WITH DIRECTIONAL MARK TOWARDS EAVE OF BUILDING. N 0 M O 00 o THESE PLANS AND ALL PROPOSED WORK - = -_ " - - °' ARE SUBJECT TO ANY CORRECTIONS - REQUIRED BY FIELD INSPECTORS THAT m MAY BE NECESSARY IN ORDER TO ------- COMPLY WITH ALL APPLICABLE CODES, STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 Q a PROJECT: BUILDING DESCRIPTION: DRAWING TITLE., CAD TECH: BLAIR FLORIDA BLDG CODE 2001 AREA "B" CHECKED BY. DATE. 7/21/03 Z WAL*MART 130 MPH WL EXP. B ENDWALL STRUCTURAL ENG'R BY: S. THOMAS LEAD TECH: JACKSON Y FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ ELEVATION @ GRID 24 DR4WING NUMBER I REV. NO. REGIONAL DC #7038 DI AREA B —30 100 s