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FLOOR DETAILS <br /> �s <br /> N <br /> VARIES TO 60' O' c a <br /> PT 2X4(6)FLOCRJOtST316'OC SW X 24-e'HBO((OR EQUAL)ANCHOR FOR SOR. H <br /> DOUBLE PT 2IA SKIDS PT 2XA(e1 RIPS s �MODEL 66iA(a2ADAd)OR EQUAL FOR ROCK <br /> 4SNIDS REQU97EDFOR ('3)3'X 12D =5 GALV.STRAP OR CABLE OF 475i CAPACITY <br /> FLOOR INID7H OF IT 6' <br /> A FOUNDATION ANCHORING TIE DOWN SYSTEM <br /> A TO BE SITE DESIGNED AND LOCALLY <br /> PERMITTED o <br /> • J <br /> Q <br /> 1 <br /> O <br /> LL <br /> Q <br /> E1 � <br /> 13' 6'MAX -oA E <br /> 41I212 <br /> ewc 6F <br /> ' S'•.acpaU:' C maw Trio <br /> III �y <br /> yrn <br /> /p m N oz <br /> C86' (8)3'X.12O NAILS PER CONNECTION yJv W <br /> ' ' Woc TYPICAL FLOOR FRAMING T(OR4-)XVXIWSOLOOCWXRETEBLOCIS °a o <br /> AND TIE DOWN ANCHORS SPACED 2 FROM y; <br /> ram N.T.S. EACH END.THEN MAX 8'CENTERS. <br /> ps. <br /> �ccr rtv. 3W PLYWOOD PT <br /> FLOOR JOISTS AT 24'OC WILL SUPPORT 50 PSF LIVE a DEAD LOAD <br /> ZWO)PTFLAORJOIST FLOOR LOADING. ROBIN BUILDERS,IN <br /> rr°i�'n°�1aei 552 S. STATE ST. <br /> ccmmew PT HEADER BETWEEN UNIT WIDTH 6' e' 10, 11'6' 134 6' <br /> a�esan h k 3'=-12O NAILS B'OC LYONS,CA 30436 <br /> �vc¢nmlu y� �Aryp�,E�� FLOOR JOIST 2X4 2X4 2X6 2X6 2X6 <br /> ua�u„�m.Ar,tw & :IAl13 fR Pl,l1 912-526-3266 <br /> awamn,uwwra� & t'ER PLA 9 OF SKIDS 2 2 2 2 4 <br /> 16' IB' IB' 24.5' IS' <br /> 2X4 PTHEADER BETWEENFLOOR DETAILS <br /> SN 6'IOS-3'I.12ONAL8OC DOUBLE PT 2X8 SKIDS 40' 60' 84' B4' 40' <br /> SDLP30N HN OR EQUAL <br /> ON SL7E 10 X ib OR <br /> StluP3ON H1Od OR EQUAL FOR 125 PSF FLOOR LOAD 16'OC OR 24'OC FLOOR JOISTS CAN <br /> ON SlMtOfAe OR LAROFR NOTEFgj RECEIVE BE USED SO LONG AS DIHI:NSION R'IS DIVIDED EOUALLY®42' <br /> (u13"X.7?D NAILS AT EACH WITH A CENTER SKID AND AN EXTRA SKID IS PLACED UNDER EACH <br /> OUTSIDE WALL. ABC 2017 .� <br /> FLOOR DETAILDA ;2-zD-,7 2n16 <br /> N.T.S. NONE <br /> PSI APPROVAL 201801-15 <br />