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HomeMy WebLinkAboutTruss planl (I C YNIUAL I have revWw d this truss Layout and I find the vA ll adequately supprni `d* Icil superimposed the truss system. Fa truss member brddng individual truss engineal Shee'.z. For add'rdona permanent dnH see 'l strvrt utal permit *l UVLHHANG 3LDR) DETAIL rAS^APROVED ❑REVISEANDRE."um Yj'ICAL. CORNER SET DETAIL O REJECTED ❑ APPROVED AS NOTED Corrections or emotional made on the shop doo lgl during tide review do act relieve this wiomdmotor d^orn cwmplia . with raquirmuents of that drawings and APmOendms. This check is only for miew of fat ulu l -< fort•Ylae with the design concept of the pool and $metal oompliaaoe with the Nnfosnlstion given in the cent dawuerms,'Fi a kwnttomor-is reeQonsAst+7or Continual ud conepdin{ 111 gemssslllMMuW diummions; selecting fabrication processes and techniques of ouaawadou. eoardtrr isg his wad of an trades: Dui° w�". ST"11111l1l It OfrAl g,973�915 HANGERS TO BE USED (Simpson) or (Usp) QQ HUS26 QQ HUS26, © FIGUS26-2 © THDF126-2 (Flanger By builder) Bearing Heights Legend To,- Or, 13'-4" NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. ,I 2) nr h N AND TRUSSES. TRUSSES WILL BE MADE Ill _ STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "SCSI-81 Summmy 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 WRITING BY TRUSS PLANT MHGMT. SIGNED TITLE DATE .....,,.. 1 _.. _.... 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 THIS OFFICE. Labeling trusses Is a service, not a requirement. Engineered drawings supersede labeling of trusses. It is the responsibility If the builder to utilize engineered drawings when erecting trusses WARNING IE RESPONSIBIUTY OF TRUSS DESIGNER. PLATE TO N O T E tied RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL f'NIF. DONNED Two -as shown on this layout are a component art of the bulidln PROD TRUSSES' (7PD. TRUSSES ARE TO BE ERECTED AND FASIENED IN A STUGI and show truss location. Proper erection, temporary and S PLUMB POSITION ME NO SHEATHING IS APPUED DIRECTLY TO THE TOP Clients; P P rY SHAM BE BRM£D AS SPECTIED ON THE TRUSS DESIGN, permanent bracing design are the responsibility of tire building SHALL BE HANDLED wIH nEASONABIE CARE DURING ERECTION id PREVENT or tits engineer . Lateral bracing shown on tits Individual TRUSSES DAMAGE drawings must be placed during the erection procedure /// SF �L PE 76051 ' 7 'P- -"S T�TEOF'�A��� Job No.: Lot: Block: Address: SubDfvision: Meadowood TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS, E-j TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE CONNECTONS FOR REAC11ONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS, Exposure Category : C Bldg Category: 2 111 Design Velocity :371E MPH Imp. Factor: 1.00 Wind Load Duration Factor: 1.33 Mean Roof Helghl :16,_0, Dim M. 61e ddy Start Fng IF76051 2590 R. Ron Righl Ft Place, B. 34951 772-464-1160 SOUTHERN (r72) 464-4160 ,,4111 TRUSS COMPANIES 2590 N. Kings Highway, Fort Pierce, FL 34951 Lerinar Haines Model 2505; E�levG,tion A 3/16"=14 03 /1 D /17 .�iAo I G J V J� A