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FLOOR DETAILS _ <br /> O H n <br /> �o <br /> _ N <br /> _ VARIES TO 6n' O• <br /> Pr 2X4(6)FLOOR J0IST318'OC SIB'X 24.W HELIX(OR EQUAL)ANCHOR FOR SOIL n � <br /> DOUBLE PT 21�SKIDS PT 2X4(8)RAIL MODEL MRA(0240AC1)OR EQUAL FOR ROCK cmi <br /> 4 SKIDS REQUIRED FOR (3)3•X.920 NAILS AW GALY.STRAP 0R CABLE OF 47500 CAPACITY •u <br /> _ FL00RWWIDTH0F 1S'8' �m <br /> 1 A FOUNDATION ANCHORING TIE DOWN SYSTEM 3 0 <br /> A TO BE SITE DESIGNED AND LOCALLY e a <br /> PERMITTED u o m <br /> -J <br /> m <br /> 5�a <br /> as <br /> B <br /> 13' 6'MAX `,�C�fGSNIE'(i0'O,� <br /> 111212018: <br /> %Q•'., BRiE OFF Fmm <br /> M <br /> 111 \ wo O <br /> Ib NO}v 0Lj <br /> rp3 <br /> 8,8 8. (8)3'X.920 NAIL3 PER C0NNEC710N n IS <br /> TYPICAL FLOOR FRAMING rE�;NANCHORS SPA�F a 03tl <br /> N.T.S. EACH END,THEN MAX S'CENTERS. u O a <br /> trdertek <br /> psi <br /> �314'PLYW00D PT <br /> FLOOR JOISTS AT 24'OC WILL SUPPORT 50 PSF LIVE 8 DEAD LOAD <br /> vnsl.<vi FLOOR LOADING. ROBIN BUILDERS, IN <br /> °.rope.,rmw.saasv 2X4(6)PT FLOOR JOIST <br /> vW,x..ewo wa.m°w. °,r�ra�pTH�ER UNIT WIDTH 6' 8- 10, II'6' 13'6' S52 S.STATE 36 <br /> xcrsemaav 1v "^ LYONS,GA 30436 <br /> nvwass,snuv A 3°x•9p NWLS B•0C' FLOOR JOIST 2X4 2XL 2X6 2X6 2X6 912-526-3266 <br /> uuareumus �p gyp,({rye°w•tidmlwros.,:r�.clmmwvv 8-3'X.12OV I�P <br /> nvevvmv,uneuun #OF SKIDS 2 2 2 2 L <br /> uu�rvmus o 'A' 16' IB' IB' 24.5' 15, <br /> 2X4PYHEADERBE7WEEN — FLOOR DETAIIS <br /> SKDS-3'%.120 NAILS 8'OC DOUBLE PT 2XB SKIDS .. .1. LO' 60' 84' 84' 40, <br /> StMPS0,HNNJ(H4 OR E�Q�UCAL <br /> ON 3&1'NE['1^8�Qw NOTE.�B SIDQ;43DAQ0ED 1.2b D jQ RECEIVE BE USED SO LONG AS DIMENSION 6R IS D�IDEDOE�U40LLY®L <br /> '120 NAILB A e.n WITH A CENTER SKID=ND AN EXTRA SKID IS PLACED UNDER EACH <br /> OUTSIDE WALL. TBC 2017 .. <br /> FLOOR DETAIL 12-20-17 2 °` B <br /> NONE <br /> N.T.S. <br /> P51 APPROVAL 2016-07-15 <br />