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HomeMy WebLinkAboutTRUSS PLACEMENT PLAN 5-27-18TRUSS I _ IIJ'l I PLAN -1'l m de1w.1TI Al Al Al Al Al Al A A A O A d A 0 I1 A A A V 00 SGE —0" N X. CD Attic Trusses, o Light storage d -- e CI_G. PITCH / / LONLYI— \ \ \\ \\ CLG. PITCH 2 / / CD / / \—� \ BA_LLON FRNIF WALL U © O 7) I � Q N B -- o SGEB Im 24'— M 0 0 m_ m O I 0) I e APPROVED TRUSS ANCHOR BY BUILDER 2x4 MINIMUM TOP and BOTTOM CHORDS SQUARE CLIT OVERHANG 12 8 R00 6" BRG. G —V U.Q.N. 12 4 FcLG. T'(PICAL TRUSS END DETAIL ROOF (NTS) ALL WALLS SHOWN ON THIS LAYOUT ARE -10 BE LOAD BEARING 10'-0" TRUSS BEARING HEIGHT SCHEDULE NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR -FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WII"I1 THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "1II6-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED, WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRIflHG BY TRUSS PIANT MNGMT. MILE _DATE All spacing is 24" O,C., except as noted. All walls Shown are bearing, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES W/o AUTHORIZATION FROM NIS OFFICE. Labeling trusses is a service, not a requirement, Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses, SCANNED WARNING Ily ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURER, StA ,/ /� NOR TRUSS FABRICATOR. PERSUIS ERECTING TRUSSES ARE CAUTIONED 10 SEEK LLAeip mil PROFESSIONAL. ADVICE REGARDING ERECTION BRACING Y,111CH IS ALWAYS REQUIRED T0. PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WITICH MAY BE REQUIRED 'IT SPECIFIC APPLICATIONS SEE 'HIB 91 S St t COMMENTARY 0 - Immary ,ee A SHOP DRAWING 1 SUBMITTAL REVIEW and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES' UPI). TRUSSES ARE TO BE ERECIFD AND FASTUIED IN A STRAIGHT AND in APPROVED ❑ APPROVED AS NOTED PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY ❑ REVISE AND RESUBMIT ❑REJECTED SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. SUBMITTALWAS REVIEWED FOR DESIGN CONFORMITVAND TRUSSES SHAD_ BE HANDLED MITI REASOIIABLE CARE DARING ERECTION) TO PREVENT GENERAL. CONFORMANCE TO CONTRACT DOCUMENTS DAMAGE. ONLY THE CONTRACTOR IS RESPONSIBLE FOR —-------.-- ' CONFIRMING -AND CORRELATING DIMENSIONS AT JOBSITE FOR TOLERANCE, CLEARANCE, QUANTITIES, FABRICATION I"...'i IRUS$ COMPANY SUPPLIES ONLY TRUSS TO MUSS CONNEC (IONS. PROCESSES AND TECHNIQUES OF CONSTRUCTION, COORDI OF HI WORK WITH OTHFji TRADES AND,„.t TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE FULLc CEWI CONTRAC DOCUIryfENTS CONNECTIONS FOR REACTIONS UNDER 5000 POIJIJDS. FOR ALL. gq: ate: 11 REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO Inc.Architectonic I1 IiANGF_R IS SUPPLIED, Fort Pierce, FL 34950 CONTRACTOR SHOULD CHECK ALL REACIONS FOR PROPER CONN_ECTIONS_._ ASCE7-10 WIND and GRAVITY CRITERIA Exposure Category : C Bldg Category : 2 Wind Design Velocity :1 �Uy"wil Irnp. Factor : 1.00 Find Load Duration Factor : 1.33 Mean Roof Ileigltt : 2 tt. J.C. Bunks Slmct Eng #46541 2590 N. Dings Highway Fort Pierce, FL 34951 (772) 464-4160 IYusses shown on this layout are a component part of the E 03Z07 18 _RLW building and Show truss locution, Proper erection, temporary and permanent S Flat bolt. Attic storage Trs._ over BR.& Bath, bracing design are the responsibility of the building de- signer or his engineer . Lateral bracing shown on the in- S dividual truss drawings must be placed during the — erection procedure, j"\ SC OLMI.ERN (772) 464-4160 2590 IT. Kings Highway Fort Pierce, FL 34951 CUSTOMER: �0�o,:3a05 -- --- CARRY PRO LOT' __ BIK. ---- DESCRIPTION: - " - ADDRISS, G O ES-1- F-i U U S E BCAtE: DAIG RANtI BY: aRAYefIG NUMBER; Sl, LK11L Co. --------_1'-0" 02123 18 RLW 3005 Q 0 a