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FLOOR DETAILS <br /> VARIES TO 50' O' c o <br /> PTM(4(6)FLOORJOIS7SI6'OC SVXSl'6'HELDC(OR EOUAL)ANCHOR FOR SOD. H <br /> DOUBLE IT 2X6 Pi2X4 fB1�RA �MODEL MRA(X14DAq)OR EQUAL FOR ROCK <br /> 4 SKIDS REQU6TEO FOR (3)3'X.1 S .QLS GALV.STWIP OR CABLE OF4750BCAPACNY <br /> T FLOORWIDTHOFITS' <br /> I A FOUNDATION ANCHORING TIE DOWN SYSTEM <br /> A TO BE SITE DESIGNED AND LOCALLY <br /> PERMITTED <br /> 0 <br /> rc <br /> � <br /> B 13' 6'MAX Fi'(M E <br /> iS�l,•�J�tF O?9 <br /> *� N1514M •77{z= m <br /> b <br /> wo <br /> '�.Ss �. m�oN <br /> A y�1ryf it H'�t� /-�j2�-/ V <br /> O <br /> HjW <br /> 8.8B WIDE UNITS (673X.120 NAILS PER CONNECTION i N smsAft <br /> '�:ffoo TYPICAL FLOOR FRAMING �TIE�,T�, SPACED <br /> Ytnttdt <br /> N.T.S. EACH END.THEN MAX e'CENTERS <br /> Psi- <br /> =ERENEW �3w PLYWOOD PT <br /> ImJuwvlL�smm�t <br /> FLOOR JOISTS AT 24'CC WILL SUPPORT 50 PSF LIVE b DEAD LOAD <br /> l)ae]3NSne<t FLOOR LOADING. <br /> onowa flmldeffii➢ OWS)PTFLOORJOLSC ROBIN BUILDERS. M <br /> 552 S.STATE ST. <br /> 2X4(6)Pi HEADER BETWEEN lBdlT N70TM 6' 8' t0' R'6" 13'6" <br /> p�,ggd.� SODS 3'x-12DNACS6'OC LYONS,GA 30436 <br /> FLOOR JOIST 2X4 2X4 2%6 ZX6 2X6 912-526-3266 <br /> 20!3 GALY.ANGLE PLATE <br /> e-3'X.120 NANS PE mOF SKIDS 2 2 2 2 4 <br /> vms <br /> - <br /> 2JUPT HEADER BETWEEN FLOOR DETAILS <br /> SIODS-3'I-120 NAN.SWOC DOUBLE PT 2X6 SKIDS B' LO' 60' B4" 84" 40" <br /> SAGSON H4 OR EQUAL <br /> ON SIZE tOX 1B OR LESS FOR 125 PSF FLOOR LOAD 16'OC OR 24'OC BOOR JOISTS CAN <br /> SQ�SON H1LL20R EQUAL NOTE DOUBLE 2X6 SIODS DADOED 12S DEEP TO RECEIVE 0E ISEO 50 LONG AS O,MEN510N B"IS DIVIDED EQUALLY @ 42' <br /> ON S<ZEt0n180RLARGER fLOORJO13T6(6)3'X.7211 NALL.S AT EACH Vnm A CENTER SKID atio AN EXTRA SKID <br /> IS PLACED UNDER EACH <br /> CONNECUON OtJfJOE WALL TBC 2017 �, <br /> FLOOR DETAILnAA NONE" 2°T <br /> N.TS �NONE <br /> PSI APPROVAL 2018-01-15 <br />