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FLOOR DETAILS _ <br /> o0 Nn <br /> �o <br /> _ N <br /> VARIES TO 50' 0' <br /> N <br /> PT 2X4(6)FLOOR JOISTS 16'00 SW X 24'6'HEUX(OR EQUAL)ANCHOR FOR SOIL 1 <br /> DOUBLE FT 2X6 310Q9 p'�(3 2X4�6 RAIL MODEL MRA(024DACI)OR EQUAL FOR ROCK <br /> 4 SKIDS REQUIRED FOR )3'X.�20 NAILS .095 OALV.STRAP OR CABLE OF 4760#CAPACITY <br /> T FLOORWum OF IT 8' <br /> I A 3 0 <br /> FOUNDATION ANCHORING TIE DOWN SYSTEM . <br /> A <br /> TO BE SITE DESIGNED AND LOCALLY <br /> PERMITTED o 0 <br /> t- m <br /> tjo�a <br /> zoo <br /> a <br /> T�punl�nt as <br /> g 1 IS' 6•MAX H,E <br /> {r: Nn.830.88 :1j <br /> =o`•1/1212018 wd° <br /> HTATEOF A_ GMn <br /> A I I ITH(G1 � � O y N 4> <br /> Lj <br /> ,•� N Z O <br /> O� Z <br /> 6•g8___VVVyyy���DE (6)S'X.12ONAILSPERCONNECTON <br /> 'Ppf' FL TYPICAL FLOOR FRAMING AMMEoc�iw�CONCRETE x �35 <br /> PT DU3J <br /> N.T.S. EACH END,THEN MAX 9 CENTERS. u O a <br /> Odes,99, <br /> pFs1N' 314•PLYWOOD PT <br /> • � FLOOR JOISTS AT 24'OC WILL SUPPORT 50 PSF LIVE 6 DEAD LOAD <br /> nu n.rt�R.e FLOOR LOADING. ROBIN BUILDERS, IN <br /> aa°a,rr.m.i�v 2X4(6)PT FLOOR JOIST <br /> oi.m ° moe 4(®)PTH�D SETWEE4 UNIT WIDTH 6' 8' 10' II'6' 13'6'J�; <br /> SWIMP x.12ONAIL36,OC FLOOR JOIST 2XL 2%L 2X6 2%6 2X6OF SKIDS 2 2 2 2 4'A' 16' 18' 18' 24.5' 15' <br /> A PT HEADER BETV�� �SgOS-S'X.12ONALL86'OCDOUBLE PT 20 SKIDS B. 40' 60' 84' 84, 40, <br /> SIMPSO,N 144 OR EQUAL <br /> A�8 "^� PIOTE: ��3 � �RECEIVE BE USEDP50 LONG AStD�]=NSION 6R IS DIV�DEDOEOUJ40LLY®L2�' <br /> OUff TSIDE WALLR SKID tND AN EXTRA SKID IS PLACED UNDER EACH <br /> 2017 <br /> FLOOR DETAIL ;2-2°-" 2 °1 6 <br /> NONE <br /> N.T.S. <br /> PSI APPROVAL 2018-°7-1 i <br />