HomeMy WebLinkAboutDrawing10'-0"FLATCLG.10'-0"FLATCLG.10'-0"FLATCLG.10'-0"FLATCLG.10'-0"FLATCLG.10'-0"FLATCLG.10'-0"FLATCLG.10'-0"FLATCLG.10'-0"FLATCLG.10'-0"FLATCLG.10'-0"FLATCLG.10'-0"FLATCLG.10'-0"FLATCLG.10'-0"FLATCLG.10'-0"FLATCLG.10'-0"FLATCLG.10'-0"FLATCLG.10'-0"FLATCLG.10'-0"FLATCLG.10'-0"FLATCLG.10'-0"FLATCLG.10'-0"FLATCLG.10'-0"FLATCLG.10'-0"FLATCLG.10'-0"FLATCLG.10'-0"FLATCLG.10'-0"FLATCLG.BUILDER TO VERIFY ROUGH OPENINGIN GABLE END FOR WINDOW3.5/12 VAULED CEILING IN LIVINGROOM,DINING ROOM AND FOYERHTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HGUS210-3HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HGUS28-2HGUS28-2HGUS28-2HTU26HTU26HTU26HTU263.5/12CLG.PITCH3.5/12CLG.PITCH3.5/12CLG.PITCH3.5/12CLG.PITCHCEILING RIDGECEILING RIDGECEILING RIDGEATTICSTORAGEATTICSTORAGEHatch Legend10'-0" WALL HEIGHTT1T2T3T4T5HJ92HJ92EJ71EJ71EJ11M1EJ51EJ11M1EJ51EJ71EJ71EJ11M1EJ51EJ11M1EJ53T6HJ91HJ91EJ72EJ12EJ32EJ52EJ12M1EJ51EJ72EJ12EJ32EJ52EJ12M1EJ54EJ72T7T8T9T10T11T12FG1FG2FG3T13T14T15T16T17T18T19T20T21T22T23T39T40T41T42T43T44T45T46T47T48T49FG5T24T25T26T27T27T27M2M2M2M2M2M3M3M3M3M3M3M3M3M3M3M3M3EJ73EJ73EJ73EJ73EJ71EJ71EJ71EJ71EJ71EJ71EJ71EJ71EJ71EJ71EJ71T28T29HJ41EJ11EJ11EJ31EJ31EJ33M4EJ73EJ71EJ71EJ71EJ71EJ71EJ71EJ71EJ71EJ71EJ71EJ71EJ71EJ71EJ71EJ71EJ71EJ71EJ71MG1MG1MG2T30T31HJ92EJ11EJ31EJ55EJ11EJ31EJ51EJ71EJ71EJ71T1GET32T32T32T33T34EJ21EJ21EJ21EJ21EJ21EJ21M5M5M5M5M5M5M5T35HJ41HJ41EJ31EJ31EJ31EJ11EJ11EJ31EJ31EJ31EJ11EJ11T2GET36T36T36T36T36T36T36T36T37T37T37T38T38T38M2V1V2V3V4V1V5V6V7V8V9V10V11V1V5V5V1V12V13V14PB1PB2PB3PB4PB5PB5PB6PB3PB2PB16-08-0017-00-0034-08-0020-00-0025-04-0020-04-0015-08-0022-08-0084-00-0019-00-002-08-00 5-04-0023-04-0040-04-0019-00-0010-00-0010-00-0055-00-0065-00-0084-00-0013-08-0012-04-0014-04-002-00-001-00-005-08-00 2-00-005-08-0011-04-007-04-0014-00-008-00-005-04-0069-00-0012-01-0071-08-0019-08-007-00-002-00-002-00-002-00-002-00-002-00-001-00-002-001-04-082-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-007-00-002-00-002-00-002-00-002-00-002-00-002-00-007-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-007-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-002-00-002-00-00 2-00-001-06-002-00-007-00-00 2-00-0012-01-003-00-00 2-00-003-00-002-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-001-06-006-04-004-082-00-00 2-00-00 2-00-00 2-00-00 2-00-001-06-001-00-001-07-041-11-0416-07-0022-11-0012-01-0012-01-008-00-008-00-008-03-088-00-008-00-0013-07-086122-00-004-03CAUTION!!!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 FirstSource.NO EXCEPTIONS.The General Contractor Is ResponsibleFor All Connections Other Than Trussto Truss, Gable Shear Wall, AndConnections. Temporary andPermanent Bracing, And Ceiling AndRoof Diaphragm Connections.701 S. KINGS HIGHWAYFORT PIECE, FL 34945Ph. (772) - 461 5475IMPORTANTThis 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:PSFPSFPSFPSF1040201.25102.REVISIONS:4.3.1. 12/9/21 Added vault and atticMAIN WIND FORCE RESISTING SYSTEM/C-C HYBRIDWIND ASCE7-16ENCLOSEDEXPOSURE CATEGORY COCCUPANCY CATEGORY IIWIND LOAD 160 MPH*TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSFBOTTOM CHORD LIVE LOAD NONCONCURRENT WITHANY OTHER LIVE LOADS.....FORT PIERCECOUNTYST LUCIE-SCALE:MODEL:ADDRESS:CITY:JOB # :CUSTOMNTSDRAWN BY:BUILDER:DATE:2916227PROJECT:DLH10/26/2021LOT / BLOCK:CROCE RESIDENCESPLASH PINE TRAILCARTER'S CONCRETEHANGER LEGEND* - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTEDOTHERWISE* - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46UNLESS NOTED OTHERWISE