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FLOORDETAILS <br /> �0 n <br /> WNW <br /> �p <br /> N <br /> VARIES TO 50' O' fOnN <br /> PT 2X4(6)FLOOR JOL4T316.OC 678'X 24P 6'HEUX(OR EQUAL)ANCHOR FOR SOIL o N <br /> DOUBLEFT2c890DS FT 2X4_(8)RAIL MODEL MRA(N24DACI)OR EQUAL FOR ROCK <br /> 4 SKIDS REQUIRED FOR (3)3' .1120 NAILS <br /> FLOOR WIDTH OF 19'8' .035 OALV STRAP OR CABLE OF4750A1 CAPACITY m <br /> T g o <br /> IA A FOUNDATION ANCHORING TIE DOWN SYSTEM o <br /> TO BE SITE DESIGNED AND LOCALLY W <br /> PERMITTED p oc <br /> -- z <br /> 3a <br /> oa <br /> as <br /> B Is' 6'MAX .`�ET`K!E'V0�'4� . <br /> _�'111212018 FdH <br /> O BRTE OF <br /> C''••....... C9 C aiO ao. <br /> 9 5 <br /> 'C' - I `` y p <br /> j pZN `o O;; VZ <br /> � NJ p3 <br /> 8' �DE (8)3i X.120 NAILS PER CONNECTION <br /> 'PpT_ c FL �1� TYPICAL FLOOR FRAMING �rEDOWNANQ��SPACED F a <br /> Prl�e N.T.S. EACH END,THEN MAX B'CENTERS. o a o <br /> �4erNk <br /> psi - <br /> ...p«is.�:.�w,m.i.. �3J4'PLYWOOD PT "��'•' <br /> FLOOR JOISTS AT 2W DC WILL SUPPORT 50 PSF LIVE 8 DEAD LOAD ��••�� <br /> am ra rmm.s:e3a OR JOIST FLOOR LOADING. ROBIN BUILDERS, IN <br /> 552 S.STATE ST. <br /> �Eyy�yo R BETWEEN UNIT WIDTH 6' 8' 10' II'6' 13'6' <br /> lim <br /> p,WLS B• FLOORJOIST 2%4 2%4 2%6 2%6 2%6p�V��p #OF SKIDS 2 2 2 2 L <br /> 'A' Ib' IB' IB' 24.5' IS' <br /> 00 Pr -'SKIDS-3'x.120NAILS8'OCf.2X8 SKIDS 'B' 40' 60• 84' 84' 40' <br /> SIMPSOId H4 OR ELEEQgSUUgAL <br /> ONS 8 7�(1 DLAROQi� �pLQQQ@� FOR 125 PSF FLOOR LCaD 16'OC OR 2L'OC FLOOR JOISTS CAN <br /> NOTE GOHNE� pg pppp � R� OUTS DE WALL,NG AS DIN�NSION'6'IS DIVIDED EQUALLY®L2' BC 2017 r <br /> 6)3'X.1 WITH,A CENTER SKID WD AN EXTRA SKID IS PLACED UNDER EACH <br /> FLOOR DETAILDA 12-2°-" 2°` <br /> NONE <br /> N.T.S. <br /> PSI APPROVAL 2018-01-15 <br />