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HomeMy WebLinkAboutTYPICAL TRUSS END DETAILAPPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 4-1/16" HEEL HEIGHT N a m a a a cv n t u�i m a N a a 0 J2 i J2 J4i ;qu J4 J6 S J6 2' 2' 2- 2' J8 J8 is is J8 JS 7 J8 is 0 J8 J8 M JS is u J8 J8 r is ca a a MV2 is .J8 - - _- - - .... J8. _ _.. ...... MV4 JS J6 V6 is z J4 HV8 is 1 J2 V10 A 6k BIG 82G I m I J2 J2 � 20 -8 19'-4" All _!, ELEVATION 'A' SCALE: 3/16 = 1'-0' =���1■ililliiiii�ililiiliiiii�l I�I�Ir�I�I�III�I�I�I�I-a&, IIIIII♦ -IIIIIII■ -�IIIIIIIII♦ I -�-IIILII- �hoOV• 5rj2- 1� En; TYPICAL TRUSS END DETAIL ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING 8f-87 TRUSS BEARING HEIGHT SCHEDULE HANGERS TO BE USED (Simpson) or (Usp) QQ HUS26 QA HUS26 © HGUS26-2 QC THDH26--2 (D HGUS26-3 EQ THDH26-3 ©HHUS46 UH THD46 _ ©CONNECTION BY BUILDER LOWER ROOF AND FLOOR ELEVATION 'A' SCALE: 3/16 = 1'-0" WANNER BY fit. Lucie REVIEWED ❑ REYiEw As NOTED ❑ REVISE i RESUBW 0 REJECTED/ RESUBMIT ❑ NOT REVIEM 0 FOR YOUR INFORMATION Submittals art reviewed for conformesco with design intent and PpROFAI ""Mince with the CMtfsct Documents silly. ROtaliees De Met Authorize Chooses to Cootrid Sum. Millions, Celomeots aod/e carlocill"s does net relieve the Contractor from capltaace with OR 01*W Documents. The Contactor is responsible for confirming said corfetating all quentities, diroeasleas, fole amiNg, Nearsoces, fabrication processes, techniques slid soquoacts of coostfuction, compatibility of materials and motattals coordination of their work with other trades and evbcoetractars erformance of work in a safe and satisfactory maooar a r fun compliance wdh the Conbect Documents. GATE RLVIEVIED 9Y A. IGN GROUP FILE COPY N CITE Trusses shown on this layout are a component part of the buildli and show truss location. Proper erection, temporary and permanent bracing design ore the responsibility of the building designer or his engineer , Lateral bracing shown on the individu truss drawings must be placed during the erection procedur NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "BCSI-B1 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 WRITING BY TRUSS PLANT MNGMT. SIGNED _ TITLE 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 THIS OFFICE Labeling trusses is a service, not a requirement. Engineered drawings supersede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING ERECTION BRACING is NOT THE RESPONSIBIUTY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED TO PREVENT TOPPLING AND DOAINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPLICATIONS SEE'BCSI-B1 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES' (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE WRING ERECTION TO PREVENT DAMAGE TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO 7-N HANGER IS SUPPLED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(low-rise)/Wind ASCE 7-10 Exposure Category : C Bldg Category : 2 Wind Design Velocity :1SSL MPH Imp. Factor: 1.00 Wind Load Duration Factor: 1.60 Mean Roof Height : 22=0' Bdm M &eddy Slmet Eng IND51 259D N. Kegs Ifighway Fart Pierm FL 34951 (M) 464-4160 S+O NIRUM(772)4644-41660 COMPAN-IS, INC. 2590 N. Kings Highway Fort Pierce, FL 34951 RYAN HONTES J Plan 2195 — Elev. A w Lanai ww: wn aaa o 6"=1'-0" 06/14/18 0��all. 2195-a-in-ql