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HomeMy WebLinkAboutAPPROVED, eng truss layout412TYPICAL ROOFEND DETAILPITCHVARIES4 9/16"6"Hatch LegendPER PLANS9' - 0" A.F.F.18' - 4 3/4" A.F.F.MASONRYCONNECTIONSBY BUILDERMASONRYCONNECTIONBY BUILDERMASONRYCONNECTIONBY BUILDER11 HHUS46HHUS46HTU26-2HTU26-2BUILDER TO VERIFYGIRDER TO POSTCONNECTIONSFROM CENTEROF BLOCK ATCORNERTHA422THA4223 THA422SUL26-2THJA26THJA26THAR422FL1FL2FL3FL4FL5FL6FL7FL19FL20FL21FL22FL23FL27FL29FL33FL34FL35FL36FL37FL38FL17FL28FL10GFL13FL12FL11FL8GFL9GFL24FL25FL26FL30FL31FL32C1GC2C3C4C5C6C7C8C9C10HJ71CJ11CJ31CJ51CJ11CJ31CJ51J71H J6 1 CJ11ACJ31AJ71J71J71CJ21CJ41CJ61FG14FG18FG15FG1622' 10 1/2"4' 0" 17' 10 1/2"12' 9"46' 7 1/2"3' 6 1/2"3' 6 1/2"1' 4" 1' 4"1' 4"10' 8"1' 4" 1' 4" 1' 4" 1' 4" 1' 4"1' 0" 1' 1"1' 1"1' 0" 1' 3"1' 2 1/2"1' 3 7/16"1' 4"1' 4"1' 4" 1' 4" 1' 4"4' 2" 1' 3"2' 10"1' 4" 1' 4" 1' 4" 1' 4" 1' 4" 6" 1' 4" 1' 4" 1' 4"1' 4"11 1/2"1' 4" 1' 4"1' 4" 1' 4"7' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 8 3/4"10"1' 0 3/4"CENTER OF HIPGIRDER OFF OFCORNER ATBLOCK EDGECENTER OF HIP GIRDER OFF OFCORNER AT BLOCK EDGEHTU26-25 HTU26THJU26B1GB2B3B4B5B6B7B10GB9B8CJ12BCJ32BCJ22ACJ42AA10A9A8A7A6A5A4A3A2A1GJ42J62J72CJ92CJ82CJ72CJ62CJ142CJ132CJ122CJ112CJ102HJ52CJ12CJ32CJ12CJ32J52CJ12CJ32J52CJ22CJ42J52HJ162HJ52AHJ6212' 9 1/2"46' 7 1/2"27' 5 1/2"2' 0" 1' 7 3/4"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 5' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"1' 4 11/16"2' 0" 1' 9"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 1' 0" 1' 2 5/16"2' 0"3 1/16"3 3/8"1' 0"2' 0" 2' 0" 1' 2 1/2"1' 2 1/2"2' 0" 2' 0" 39.71°TYPICAL FLOOREND DETAIL3"1' 1"4"CAUTION!!!DO NOT ATTEMPT TO ERECTTRUSSES WITHOUT REFERRING TOTHE ENGINEERING DRAWINGS ANDBSCI-B1 SUMMARY SHEETS.ALL PERMANENT BRACING MUST BEIN PLACE PRIOR TO LOADINGTRUSSES. (ie. SHEATHING,SHINGLES, ETC.)ALL INTERIOR BEARING WALLSMUST BE IN PLACE PRIOR TOINSTALLING TRUSSES.REFER TO FINAL ENGINEERINGSHEETS FOR THE FOLLOWING.1) NUMBER OF GIRDER PLIES ANDNAILING SCHEDULE.2) BEARING BLOCK REQUIREMENTS.3) SCAB DETAILS (IF REQUIRED)4) UPLIFT AND GRAVITY REACTIONS.WARNINGBackcharges Will Not Be AcceptedRegardless of Fault Without PriorNotification By Customer Within 48Hours And Investigation ByBuilders First Source.NO EXECPTIONS.The General Contractor Is ResponsibleFor All Connections Other Than Trussto Truss, Gable Shear Wall, AndConnections. Temporary andPermanent Bracing, And Ceiling AndRoof Diaphragm Connections.BEARING HEIGHT SCHEDULE4408 Airport RoadPlant City, FL 33563Ph. (813) 305-1300Fax (813) 305-1301IMPORTANTThis Drawing Must Be Approved AndReturned Before Fabrication WillBegin. For Your Protection Check AllDimensions And Conditions Prior ToApproval Of Plan.SIGNATURE BELOW INDICATES ALLNOTES AND DIMENSIONS HAVEBEEN ACCEPTED.By __________________Date_______ROOF LOADINGTCLL:TCDL:BCDL:TOTAL:DURATION:PSFPSFPSFPSFFLOOR LOADINGTCLL:TCDL:BCDL:TOTAL:DURATION:PSFPSFPSFPSFVERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVALSOME CEILING FRAMING REQUIRED IN FIELD BY BUILDER1545201.25102.REVISIONS:4.3.1.MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID WIND ASCE7-16ENCLOSEDEXPOSURE CATEGORY DOCCUPANCY CATEGORY IIWIND LOAD 170 MPHWIND IMPORTANCE FACTOR 1.00TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOADNONCONCURRENT WITH ANY OTHER LIVE LOADSROOF PITCH: 4/12 - VARIESCEILING PITCH: -TOP CHORD SIZE: 2 X 4BOTTOM CHORD SIZE: 2 X 4OVERHANG LENGTH: 8"END CUT: PLUMBCANTILEVER: -TRUSS SPACING: 24"BUILDING CODE: FBC2020555401.010-CITY:JENSEN BEACH-SCALE:MODEL:ADDRESS:PLAN DATE:SUBDIVISION:JOB # :WEIRSEMARESIDENCENTSDRAWN BY:BUILDER:DATE:2810531PROJECT:AV11/18/2021LOT / BLOCK:Single Family160 NETTLES ISLAND2021JWN CONSTRUCTION