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HomeMy WebLinkAboutTRUSSAPPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 2x4 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT 8'-8" an'_n" I it J1 J1 J3 J5 e J3 J5 A8G N A7 N A6 A5 A4 A3 A2 Al A2 A3 A4 A5 A6 I A7 N A6 > g N i Cl B1 B2 83 B4G J4 J2 b o C1 C2 C3G J4 J2 0 1 N r J4 d J4 J2 J2 0 c0 N N f0 r0 rD d' N N �d t0 6O N _P �6' N Y t0 (O d' N 19'-4 4 _gD— 16 —0 4U —U ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED (Simpson) or (Usp) QA HUS26 QA HUS26' QC HGUS26-2 © THDH26-2 ED HGUS26-3 (D THDH26-3 Q Q RT16A (D CONNECTION BY BUILDER REVIEWED ❑ REVIEWED AS NOTED p REVISE & RESUBMIT ❑ REJECTED; RESUBMIT ❑ NOT REVIEWED ❑ FOR YOUR INFORMATION Submittals are reviewed for conformance with design intent and general compliance with the Contract Documents only. Notations Do Net Authorize Changes to Contract Sum Reviews, Comments and/or corrections does not relieve the Contractor from compliance with the Contract Documents the Contractor is responsible for confirming and correlating all quantities, dimensions, tolerances, clearancestaDncatron processes, techniques and sequences of construction, compatibility of materials and materials coordination of then work with other trades and subcontractors Pertormaw of work in a safe and satisfactory manner and for ful Hance With the Contract Documents. ppTE ED BY A. SIGN GROUP try N�M .......a��% PENSF- �t 76D31 it O P"I ;9p�. •�c� a.Rx • .aC SlON PV" 111 TYPICAL TRUSS END DETAIL 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 "HIB-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 WRITING BY TRUSS PLANT MNGMT. SIGNED 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 supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING ERECTION BRACING IS NOT THE RESPONSTBIUTY 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 DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPUCATIONS. SEE •BCSI—B1 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING k BRACING METAL PLATE CONNECTED WOOD TRUSSES• (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND �y PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY' , ! f SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE. i ;T� TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. " la- E-i TRUSS COMPANY WILL SUPPLY All TRUSS TO TRUSS HARDWARE umu O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO r7— HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWTRS(Envelope) ASCE 7-10(Low Rise) Exposure Category : C Bldg Category : 2 Wind Design Velocity :160 MPH. Imp. Factor : 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height : 15 ft. Brian M meaWv Strict Eng a76051 2590 N. KINGS HIGHWAY FT. PIERCE, FL 34951 M2 464-4160 Trusses shown on this layout are a component part S 8 of the building and show truss location. Proper erection, temporary and permanent bracing design SOUTHERN TRUSS (772) 464-4160 are the responsibility of the building designer or his engineer. Lateral bracing shown on the individual truss drawings �' r INC. must be placed during the erection procedure. 2590 N. Kings Highway Fort Pierce, FL 34951 BILK: DESCRIPTION: DESCRIPTION: 5283 Oakland Lake Circle Plan — 1452 Elev. A SCAI£: DARE: DRANK Bri aRAWNO NUMBER: ON: Oakland Lake 3/16"=1'-0" 5/22/2017 , dhC 1452—A