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Home My WebLink AboutROOF PLAN0 6 GJ I N 00 to m m ray 0 AR Y APPROVED TRUSS ANCHOR BY BUILDER (( _ TRUSS BEARING HEIGHT SCHEDULE 2x4 MINIMUM TOP and BOTTOM CHORDS PI -" PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT . 7 g'-8 VNaV5-` e� 1'_O" 8„ BRG. A5 Ad A3 A2 Al A7 A3 A7 A8 CI CI Ce CG J4 J2 fm ALL CEILINGS ARE FLAT AT BEARING HEIGHT l TYPICAL TRUSS END DETAIL HANGERS TO BE USED (Simpson) or (Usp) (D HUS26 QA HUS26 © HGUS26-2 © THDH26-2 D HGUS26-3 EQ THDH26-3 (D RT16A 0O (B CONNECTION BY BUILDER SC N*tj By _ Steq��U�1i6i 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. scNED --- TI TLE 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 trud%s 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 RESPCNSIBIUTY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED To SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING VA41CH IS ALWAYS REWIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPUCATIONS. SEE 'BCS-81 Summary Sheet COMMENTARY and RECOMMENDATIONS far HANDLING, INSTALLING k BRACING METAL PLATE CONNECTED WOW 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 SPEcinEO am THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CO N NS. TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS t RE O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWEM ;4HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER COUWQONS. MWTRS(low-rise)/C-C hybrid Wind ASCE 7-10 Exposure Category : C Bldg Category: 2 Wind Design Velocl MPH Imp. Factor: 1.00 Wind Load Duration Factor : 1.60 Mean Roof Helg • 1 R. Brian M Bleakly Strud Eno 176051 2590 N. KINGS HIGHWAY FL PFROF n. Ugs1*11*0MA-An Trusses shown on this layout are a component part N of the building and show truss location. S Proper erection, temporary and permanent bracing design '� TRUSS (772) 464 are the responsibility of the building designer or his engineer. Lateral bracing shown on the individual truss drawings CONIF y INC must be placed during the erection procedure. 2590 N. Kings Highway Fort Pierce, FL 34951 ROOF PLAN JOB NO,: 3644 CUSTOMER: _ T)V A W T T 1rl17► AfT! SCALE: 3/16 = V-0" ELEVATION "A" VISION: DESCRIPTION: Plan — 1452 Elev, A SCAlE DAIS ORAa" BY: 3/16"=1'-0" 2/7/18 1 dhC Covered Lanai �, DRAYANO NUMBER: O � . 1452-A-cl - - r� • - Ao • a . � - r a - r • a' r • a,. •