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HomeMy WebLinkAboutROOF PLANOPT. LANAI q ELEVATION "A" SCALE; 3/16 = I'-0" a o V7 c J2 J2 J4 J4 riz C30 N C2 a CI I„ J2 J4 J6 J8 J8 ROOF PLAN ELEVATION "A" SCALE: 3/16 = V-O" TRUSS BEARING HEIGHT SCHEDULEAPPROVED TRUSS ANCHOR BY 2x4 MINIMUM TOP and BOTTOMBUILDER CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT 81-81' ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED (Simpson) or QA HUS26 QA _(USp) HUS26 © HGUS26-2 © THDH26-2 Q HGUS26-3 (0 THDH26-3 . - QD RT16A Q CONNECTION BY BUILDER SGANNEU pX SA f 1Ifir Nuovity ONO 5(' / M 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, -- SIG,NED�r - - 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 OncE. 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 CAURONED TD 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 "SCSI-B1 Summary Sheet COMMENTARY WOOD TRUnd SSES" (IP'),S far TRUSSES ARE TO BINSTALLING ERECTED BRACING AND FASTENEDINA STRAIGHTE T 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 DURING ERECTION TO PREVENT DAMAGE. TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. E—, 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 HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(low-rise)/C-C hybrid Wind ASCE 7-10 Exposure Category : C Bldg Category : 2 Wind Design Velocity :160 MPH Imp. Facia : 1.00 Wind Load Duration Factor : 1.60 Moon Roof Height : 15 1L Brim M BleoMy Struct En9 178051. 2590 N. RINGS HIGHWAY FL PIERCE FL 34951 (7721 484-4IM 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 .�UIE� TRUSS (772) 464-4160 are the responsibility of the building designer or his engineer. - Lateral bracing shown on the individual truss drawings i� CQ e INC. must be placed during the erection procedure. 2590 N. Kings Highway Fort Pierce, FL 34951 _ = CUSTOMER: - JOB NO.: 2964 R.YAbI ME - LOT: 71 BLK: VILIC DESCRIPTION: �`•� ADDRESS: Plan = 1833 Elev. A DAIS DRANK BC DRANINa NVMBER: o SUBDIVISION: Oakland Lake 3/16°=r-0" 6/16/2017 dhC 1833-A-ql e i I �