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HomeMy WebLinkAboutRoof TrussAPPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 4-1/16" HEEL HEIGHT LOWER ROOF AND FLOOR SCALE: 3/16 = 1'-0" ELEVATION "A" r0 N W W W as W W W W W N J2 %0 049 40'-0" a M N < < a n a a a a a a a a a a a 0 I 0 M � _ J2 J4 J6 J8 J8 JB J8 J8 J8 J8 J8 J8 J6 J4 J2 7' 2' 2• 2' y' J2 J4 J6 J8 J8 18 J8 J8 J8 0 u J8 J8 J8 J8 J8 181 1' ,• ,• MV2 a n MV4 HV6 HV8 HV1 0 I i() `S0 W B 1 G B2G I n J2 J2 4', 19'-4 1.20'-8" UPPER ROOF SCALE: 3/16 = V-O" ELEVATION "A" TV 5 BRG. M TYPICAL TRUSS END DETAIL ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING 8'-8ii 11'-4" 18'-0 3/4" TRUSS BEARING HEIGHT SCHEDULE HANGERS TO BE USED (Simpson) or (Usp) QA HUS26 QQ HUS26 © HGUS26-2 © THDH26-2 (E) HGUS26-3 EQ THDH26-3 0 HHUS'46 (EP THD46 © CONNECTION BY BUILDER 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-81 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 supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEN( PROFESSIONAL ADNCE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED TO PREVENT TOPPLING AND DOMMORNG DURING ERECTION; AND PERMANENT BRACING VIHICH MAY BE REWIRED IN SPECIFIC APPLICATIONS SEE "BCSI—BI Summary Sheet COMMENTARY and RECOMMENDATIONS for HANGING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (IM). TRUSSES ARE TO BE ERECTED AND FASTENED IN A SNWONT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP GIGtDS; THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO rHEVENT DAMAGE. W TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS, E-j TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE o CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL I� REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO �-N HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(low-ffse)/Vind ASCE 7-10 Exposure Category : C Bldg Category : 2 Wind Design Velocity : ]..CxQ MPH Imp. Factor: 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height : 15_-0-0_ Bdan M Moody Street Eng 176051 25% N 1(ings Hiigmay Fart Pierce, FL 34951 (772) 464-4160 N O TE--- Trusses shown on this layout ore a component part of the balding S and show truss location. Proper erection, temporary and permanent bracing design ore the responsibility of the building '— designer or his argineer . Lateral bracing shown on the Individual �S4LTi� ,i 'j'�jj (772) 464-4160 truss drawings must be placed during the erection procedure. e®Mr�ES, INC. JOB NO.: 1469 2590 N. Kings Highway Fat Pierce, FL 34951 LOT:7 BLK: RYA- N HOMES Plan 2195 — Elev. A MC ORlatl Be A �1'SO" 07 27 17 Pr1�• 1- VISION;