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FLOOR DETAILS <br /> Ic <br /> VARIES 'FO 50' 0" <br /> PT 2X4(6)FLOOR JOISTS 16"OC---- <br /> 5/8"X 24-6-HELIX(OR EQUAL)ANCHOR FOR SOIL <br /> DOUBLE PT 2Y6 SKIDS PT 2)(4(6)RAIL MODEL MRA(#240ACI)OR EQUAL FOR ROCK cv <br /> 4 SKIDS REQUIRED FOR (3)3'X.120 NAILS GALV.STRAP OR CABLE OF 4750#CAPACITY <br /> FLOOR WIDTH OF <br /> '114(3TIP DOWN`: t ANCHCIP <br /> 1*01 Fit- `31,07 ANDI ICJILIL%f <br /> z 19 <br /> LIT4 <br /> !5!5"0- <br /> 13' 6" MAX <br /> MO-0 <br /> ZTATE 0P <br /> P4 0-f <br /> <to 0 <br /> N,f <br /> A <br /> El <br /> ur) <br /> 6'8&WIDE UNITS 3-X,120 NAILS PER CONNECTION N <br /> PT 2X4 FLOOR JOISTS WOO <br /> 04 11*6"aLftod 13'6'WIDE UNITS 0 M <br /> 2XI5 F OR 10113TS WOO 2-(OR 4-)X 8'-X 16-SOLID CONCRETE BLOCKS Z U�p I <br /> TYPICAL FLOOR FRAMING AND TIE DOWN ANCHORS SPACED?'FROM 0 0 6-11 -j <br /> N.T.S. EACH END,THEN MAX.&CENTERS. <br /> uatertelc <br /> -c-,,--314"PLYWOOD PT <br /> 1:1 OOk X1131's AT V,*OC WILL 81411�0kf 50 LIVE.a W Af) <br /> F"OOR LOADING. ROBIN BUILDERS, IN( <br /> 2X4(6)PT FLOOR JOIST <br /> 2 1316- 552 S, STATE ST, <br /> UNI'll,WOPI (11 81 !01 it,61 <br /> EADER BETWEEN NAILS G"OC LYONS, GA 30436 <br /> FLOORJOW ZX4 7Y4 2Xf- ;.X6 912-526-3266 <br /> 20 GA-GALV.ANGLE PLATE -OF' 7 4 SKIV. 2 <br /> 8-3'X."l 20 NAILS PER PLAT <br /> 10. 0�10 <br /> 2X4 PT HEADER BETWEEN -1-, - — "All 16' 111, Is, 21,.S' !6" FLOOR DETAILS <br /> SKIDS-3"x.120 NAILS 6"OCwie, DOUBLE PT 2X6 SKIDS 10' 60' 84' 81.1 <br /> SIMPSON H4 OR EQUAL ------- <br /> ON SIZE 10 X 16 OR LESS FOR,125 TSF R.00R LOAD,It)'CC OR-44°O��FLOOR JOISTS CAN <br /> SIMPSON HIO-2 OR EQUAL NOTE:DOUBLE ZX6 SKIDS DADOED 1.25"DEEP TO RECEIVE Utz USFO SO LONG AS UftINStON'X IS EQUALLY 4 4?1 <br /> ON SIZElOX18 OR LARGER FLOOR JOISTS.(6)3-X.120 NAILS AT EACH WITI I t,CL-NTL-*R SKID hNO AN EV!'I?(%SM0 IZ;Pi-ACCD UNIDO?I�Aci I '�bc 2017 - <br /> CONNECTION. OUTlIDF WAU.. <br /> 2 8 <br /> FLOOR DETAII- W D 12-20 of <br /> NONE <br /> N.T.S. <br />