Loading...
HomeMy WebLinkAboutAPPROVED 2765385-SYNERGY-8401-LAYOUT(1)LUS24.14.2.1HTU26HTU28HGUS26-2HTU26-2.HGUS26-3PRODUCTQTYHGUS28-3TRUSS CONNECTIONLISTATTICACCESSATTIC AHUBOX STORAGE12'-4" CLNG5/12 VAULT@ 11'-0"5/12 VAULT@ 11'-0"12'-4" CLNGTOP OF FLAT AT 13'-0"1'-8" FLATTOP @ 11'-0"BTM @ 9'-4"1'-8" FLATTOP @ 11'-0"BTM @ 9'-4"5'-0" FLATTOP @ 16'-0"BTM @ 11'-0"STEPS BY OTHERSSTEPS BY OTHERS9'-4" TO 10'-8'DBL COFFER (+16")9'-4" TO 10'-0"COFFER (+8" CLNG)BTM OF LEDGER@ 9'-4"BTM OF LEDGER@ 9'-4"2 PLY2 PLY2 PLY2 PLY2 PLY3 PLY9'-4" TO 10'-0"COFFER (+8" CLNG)DROP T/C9'-4" BRG9'-4" BRG9'-4" BRGTOP OF POST@ 9'-4"2 PLY1251'-0"TRUSS END DETAIL5-1/2"SQUARE CUT OVERHANGHEEL HEIGHTTOP OF POST@ 9'-4"9'-4" CLNG9'-4" CLNG9'-4" CLNG9'-4" CLNGHGUS28-3HTU26-2HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26-2HTU26HTU26HTU26HTU26Hatch Legend9'-4" A.F.F12'-4" A.F.F13'-3" A.F.FFG2FG1N16N15N15N15AN13N12C01D09HJ5HJ5EJ5EJ5EJ5CJ1CJ3CJ1CJ3EJ5EJ5EJ5CJ1CJ3CJ11CJ4D08D07D06D05D04D03D02D01HJ51CJ1CJ3CJ5CJ1CJ3CJ41EJ51EJ51EJ52E02E01HJ5HJ5EJ5EJ5CJ1CJ3CJ1CJ3EJ5EJ5CJ1CJ3CJ1CJ3EJ5A11A10A09A08A07A06A05A04A03A02A01EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7B06B05B04B03B02B01HJ6CJ1CJ3CJ5CJ1CJ3CJ5EJ6EJ6EJ6EJ6EJ61EJ61EJ61EJ61EJ61EJ61EJ61EJ6EJ6EJ6EJ6EJ6EJ6EJ6K02HJ52EJ53CJ1CJ31CJ1CJ3EJ53EJ54EJ53L02HJ3HJ3EJ3CJ1CJ1EJ3CJ1CJ1L01K01C07C06C05C04C03C02G03G05HJ5CJ1CJ3CJ1CJ3EJ5EJ55G04HJ3CJ1CJ1EJ32HJ31CJ11CJ22CJ1CJ3HJ31CJ1CJ3CJ21EJ31N11N10N09N08N07N06N05N04N03N02N01P01P01P02P03P04P05P06P07FG3EJ56HJ1V02V05V06V07PB01PB02PB021' 4"8"3' 6"51' 6"11' 0" 6' 8"74' 8"74' 8"2' 10" 8' 2" 2' 10"7' 5"10' 0"19' 0"59' 8"31' 0"12' 4"16' 4"59' 8"4' 0" 13' 8"6' 6"5' 2"6' 3"1' 4"6' 4"1' 4"1' 7"4' 2"1' 4"14' 10"9' 5"16' 10"19' 6"14' 6"12' 8"12' 2"14' 10"14' 2"1' 4"1' 3"1' 4"2' 0"2' 0" 7' 4"22' 0" 13' 6"12' 10"18' 2"13' 1"5' 10"14' 2"13' 6"6' 5"6' 5"8"5' 0" 3' 0" 13' 10"5' 8"5' 0" 20' 2"31' 4"6' 8"22' 4"5' 0" 3' 0" 1' 6"5' 0" 1' 6" 12' 0" 1' 5"2' 0" 1' 8"1' 4"20' 7"3' 0" 33' 0" 8' 0"1' 8 1/2"2' 0 1/2"2' 0"7' 0"22' 0"11 1/2"10' 0"8"3' 8"17' 6 1/2"13' 10"11' 4"5' 0" 6' 4"10"2' 0" 1' 6"3' 0" 1' 2"6' 8"9"45' 0" 5' 10"3' 2"1' 0" 3' 2"3' 0"20' 0" 8' 6"4' 6"29' 0"5' 10" 2' 0" 2' 0" 2' 0" 2' 0"1' 8 1/2"2' 0"7' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0" 2' 0"2' 0"2' 9"6' 8"16' 0" 2' 10"2' 0" 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 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:PSFPSFPSFPSF1545201.25102.REVISIONS:4.3.1.05/14/21 CHANGE / D EXPOSUREMAIN WIND FORCE RESISTING SYSTEM/C-C HYBRIDWIND ASCE7-16ENCLOSEDEXPOSURE CATEGORY DOCCUPANCY CATEGORY IIWIND LOAD 170 MPH*TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSFBOTTOM CHORD LIVE LOAD NONCONCURRENT WITHANY OTHER LIVE LOADS.....Fort PierceCOUNTY:Saint LucieN/ASCALE:MODEL:ADDRESS:CITY:JOB # :WINSTONNTSDRAWN BY:BUILDER:DATE:2765385RES:LR05/10/21SPEC:BUDNIK RES8401 INDIAN RIVER DRSYNERGY HOMESHANGER LEGEND* - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTEDOTHERWISE* - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46UNLESS NOTED OTHERWISE