HomeMy WebLinkAboutAPPROVED Truss Layout 9704 Starboard Drive 3.11.21612TYPICAL ENDDETAIL4-031-04-00Hatch Legend8' - 0" A.F.F.8" RECESS11' - 4" A.F.F.3/12 VAULT3/12CLG.3/12CLG.8" RECESS3/12CLG.3/12CLG.B1GB2HJ7HJ7J7J7CJ3CJ5CJ3CJ5J7J7CJ3CJ5CJ3SCJ5SA4T3A4T1GEJ7GEA3T2B3B3A1GT2T3A2T2A4T2C1GC2C3C4HJ7CJ3CJ5CJ3CJ5J7J7J7CJ1CJ1CJ1CJ1CJ1CJ1CJ1A7A8A7J5J5CJ1CJ1CJ1HJ5HJ5A12GEA11A10A5A5A6A9A7A5A5A5A5A5A5A5A5J5J5CJ3CJ3CJ3CJ3MV4MV6MV10MV82-00-002-00-002-00-002-00-0014-03-102-00-007-00-0019-04-00 6-04-00 12-04-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-05-072-00-0023-00-002-00-002-00-0015-00-002-00-002-00-002-00-002-00-001-00-002-00-002-00-002-00-002-00-002-00-002-00-001-01-085-00-007-00-008-00-0057-00-005-00-0060-00-00CAUTION!!!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 BUILDER737201.25102.REVISIONS:4.3.1.MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID WIND ASCE7-10ENCLOSEDEXPOSURE CATEGORY COCCUPANCY CATEGORY IIWIND LOAD 160 MPHWIND IMPORTANCE FACTOR 1.00TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOADNONCONCURRENT WITH ANY OTHER LIVE LOADSROOF PITCH: 6/12CEILING PITCH: 3/12TOP CHORD SIZE: 2 X 4BOTTOM CHORD SIZE: 2 X 4OVERHANG LENGTH: 16"END CUT: SquareCANTILEVER: -TRUSS SPACING: 24"BUILDING CODE: FBC2020------CITY:FORT PIERCE-SCALE:MODEL:ADDRESS:PLAN DATE:SUBDIVISION:JOB # :CAYMAN 1763W/PORCHNTSDRAWN BY:BUILDER:DATE:2627694PROJECT:AV2/16/2021LOT / BLOCK:Single Family9704 STARBOARD DR2020RENAR HOMES