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FLOOR DETAILS <br /> NOT APPROVED FOR <br /> � N <br /> O <br /> N <br /> VARIES TO 50' O" tOLnN <br /> PT 2X4(6)FLOOR JOISTS 18"OC 6/8"X 24"6•HELIX(OR EQUAL)ANCHOR FOR SOIL tv <br /> DOUBLE PT 2x8 SKIDS PT 2X4(6)RAIL MODEL MRA(024DACI)OR EQUAL FOR ROCK <br /> 4 SKIDS REQUIRED FOR (3)3'X.720 NAILS .035 GALV.STRAP OR CABLE OF 4760#CAPACITY <br /> FLOOR WIDTH OF 13'6" <br /> � C <br /> in <br /> Acc <br /> �+ <br /> J <br /> O a <br /> 30 <br /> Okv <br /> at <br /> a <br /> a <br /> '13 6• MAX ���� V <br /> i <br /> B � / <br /> >�^e <br /> 10 <br /> \\U 94 V•IN�I � 0 W <br /> W yI A <br /> 0al o wZ <br /> El El N .>j O3 <br /> 8'pp8TT8��g WIDE <br /> dpUNITY OR oI 7�' (8)3'X.120 NAILS PER CONNECTION ►�, Ln M w <br /> 100412X8 FLOOR VI ISD UNIPS <br /> C 3 s <br /> S TYPICAL FLOOR FRAMING 2•(OR 4')X 6°X 16.30LID CONCRETE BLOCKS U Q <br /> AND TIE DOWN ANCHORS SPACED 2'FROM <br /> N.T.S. EACH END,THEN MAX.8'CENTERS. <br /> ,�,nP 1 E ENGINEERING,LLC .a+.v•. ,w <br /> —iT CNRAL ENGINEERS �314•PLYWOOD PT <br /> William E.Neary,III FLOOR JOISTS AT 24'OC WILL SUPPORT 50 PSF LIVE 8 DEAD LOAD <br /> SMP-51,SMI-79,ICC 5185040F2X74 <br /> 6)PT FLOOR JOIST FLOOR LOADING, ROBIN BUILDERS, IN <br /> 10649 Oablew Pointe Terrace 'T HEADER BETWEEN UNIT WIDTH 6' 8' 10' II'6' 13'6' 552 S. STATE ST. <br /> Gotha,Florida 34734 ( S 3'x.120 NAILS WOO LYONS, GA 30436 <br /> FLOOR JOIST 2X4 2X4 2X6 2X6 2X6 912-526-3266 <br /> 20 GA.GALV.ANGLE PLATE #OF SKIDS 2 2 2 2 4 <br /> 6-3"X.120 NAILS PER PLA <br /> 'A' 16' 18' 18° 24.5' 15' <br /> 2X4 PT HEADER BETWEEN kr— FLOOR DETAILS <br /> SKIDS-3'x.120 NAILS 6'OC c DOUBLE PT 2X6 SKIDS 'B' 40' 60' 84' 84' 40' <br /> �SIIMPSONXH4 OR EQUAL <br /> 31MP30N H10.2 OR EQUAL �L l Ap T FOR 125 PSF FLOOR LOAD 16'ONC OR 24'OCpFLOOR JOIS�S CAN <br /> ON 91ZE10x1B OR LARGER NOTE:D OIDE JOIST <br /> 10 STS(6)3pX.120 NAAILS AT EACH RECENE WITH A CENTER SKIID ANDtANIEXTRA ISKIDVIS PLACED UNDER EACH <br /> CON ECTION. OUTSIDE WALL. C 2017 .. <br /> FLOOR DETAIL (A r122--20-17 2 01 6 <br /> NONE <br /> N.T.S. <br /> 2019-11-04 TOP LINE ENGINEERING APPROVAL PLAN#ROBIN GA FBCR2010-17.""NOT HVHZ APPROVED <br />