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FLOOR DETAILS <br /> N <br /> L N <br /> VARIES TO 50' O• <br /> ._PT2X4(6)FLOOR JO;M 18'-00 5/5'X 24,8'HELD((OR EQUAL)ANCHOR FOR SOIL n N <br /> DOUBLE PT w SKIDS PT 2X4 S RAIL MODEL MRA(N240ACI)OR EQUAL FOR ROCK o <br /> 1T 44 SI OR WIDTH ORFD1'SF'8'R (3)3 •120 BLS .035 O/LLV.87RAP OR CABLE OF 475M CAPACITY <br /> a4p <br /> A FOUNDATION ANCHORING TIE DOWN SYSTEM 3 0 <br /> 0 TO BE SITE DESIGNED AND LOCALLY x <br /> PERMITTED op <br /> $ <br /> z <br /> - Z J <br /> Z O> <br /> j <br /> ` I�aaa <br /> B 13. 6'.MAX �F• E p"' <br /> O i - <br /> IYa Na mm <br /> 111212018 <br /> G�ii O <br /> .0 <br /> 95 <br /> j OZN Vp <br /> � NOv�Yp3 <br /> OC (S)3'X.120 NAILS PER CONN <br /> ' IS <br /> ���� TYPICAL FLOOR FRAMING �TIEDXONNANC SOLID CONCRETE� <br /> N.T.S. EACH END.THEN MAX.B'CENTERS. o a n <br /> Ytart°k - - , <br /> psic _ -- . - - _ _ <br /> WDERM v - - �31P PLYWOOD PT _ _ <br /> .an.. <br /> hoj.Wawl5.rv4.�hM..is "' �0�' <br /> FLOOR JOISTS AT 24'OC WILL SUPPORT 50 PSF LIVE a DEAD LOAD <br /> !)1833MLrce1 2X1(8)Pi FLOOR JOIST FLOOR LOADING. r <br /> on°.wo,rww°uva ROBIN BUILDERS, IN <br /> °h'•Rni"nP1"i1011i - 552 5. STATE ST. <br /> rcmmnlo `, B PT HEADER AILS6'BETWEEN UNIT WIDTH 6' 8' 10' II'6' 13'6' <br /> z S 3'1c.720 NNL38.00 LYONS, GA 30436 <br /> °isuarmoxssc�� FLOOR JOIST .2X4 2X4 2X6 2X6 2%6 912-526-3266 <br /> no�aexs@,unuxon 7— <br /> IS �V #OF SKIDS 2 2 2 2 4 <br /> _ _ _ _ 'A' 16' 18, 18, 24.5' 15, <br /> 2X4 PT HEADER BETWEEN — FLOOR DETAILS. <br /> SKIDS-3'x.120 NAILS S'OO _DT?XB SKIDS _ _ _ •B• 40' 60' 84' 84' 40, <br /> SIMPSON H4 Op(R�EQUALONg gONOX0.2 OR FOR 12-1 PSF FLOOR LOAD 16'OC OR 24'OC FLOOR JOISTS CAN <br /> SIZE107178 OR S&L NOTE:§*&g jM3DADOED 1.2b•DEEp TO RECEIVE BE USED SO LONG AS DINu`NSION'B'IS DIVIDED EQUALLY 0 42' <br /> 8) 'X 12D NAILB AT EACH OUTSIDECWALLR SKID AND AN EXTRA SKID IS PLACED UNDER EACH TBC 2017 r <br /> FLOOR DETAIL DA '12-20-17 2 °' 6' <br /> N.T.S. NONE <br /> PSI APPROVAL 20IMl-15 <br />