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' •- <br />r <br />- \ <br />#5 CONT REINF. <br />SEE FND, FOR <br />• ' <br />- ' <br />QUANTITY <br />• <br />• • ; <br />�,= <br />#5 X 25" X 25" <br />_ <br />CORNER BAR ONE <br />". <br />FOR EA. HORIZ. <br />REBAR, TYP. U.N.O. <br />TYP. CORNER BAR <br />PLAN DETAIL <br />SCALE: 11/2"=1'-0" <br />SEE FLOOR PLAN <br />W.W.M. PLACED IN <br />1/8' SAWCUT x 1/4 <br />FOR BRIG. WALL INFO. <br />UPPER 1/3 OF SLAB <br />SLAB THICKNESS <br />OR FIBERMESH <br />WHERE SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />REINF. SEE PLAN <br />V <br />. <br />w <br />x w <br />Z <br />2" <br />4„ <br />'•�,00. =. <br />CONTROL <br />JOINT DETAIL <br />" 20" 4° (3)#5 REBAR <br />SCALE:1 1/2"=1'-0" <br />�--- <br />STEP DOWN BRG. 2 STY. 1 <br />SCALE: N.T.S. <br />REF: EXTERIOR <br />SLAB ----\ <br />0 <br />N <br />N <br />Z_ <br />REINF. SEE 2'-s" x 2'-s" x 1'-0" <br />PLAN W/ (3) #5's E.W. <br />F.F. <br />" 20" '--(3) #5 <br />REBAR <br />24" oe CONT. <br />2-STORY FTG. 2 <br />SCALE: 1/2" = V-0" <br />r <br />cn. n., <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) <br />BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE <br />AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL <br />NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />FOUNDATION PLAN <br />Elev-A,B,C- <br />SCALE: %4"=1'-0" <br />(D 'a <br />zM <br />— o <br />CO <br />Lu <br />z� <br />•L <br />O <br />z <br />LIM <br />C <br />W <br />V - <br />IJJ <br />O a-,0 <br />.@ <br />F- <br />U <br />0M <br />LU J <br />F— E <br />— U <br />C f6 M <br />C N <br />020 <br />UN <br />j;U.00 <br />C.,a� <br />U') O: <br />Qrn <br />Al <br />NCBDC <br />YI M fO�..N O <br />O. <br />Inw <br />iU J <br />-aW <br />W <br />a <br />1W �?�;� O <br />a <br />.Y <br />- <br />.;� N� ' r <br />COCIP <br />' <br />to°C <br />a m�a <br />ai,, <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />0 <br />z0 <br />0 <br />0O <br />(n c`M <br />M <br />Q(n"fOLn <br />a cn •L '- <br />�0Ln <br />a <br />oG 31 a � <br />Q �OC) <br />z <br />W <br />-j� <br />d' <br />f <br />Oz <br />.u-0 <br />U., LZ <br />UI- no0 <br />Z}a z U <br />z> a O f W <br />=xZ- zPz <br />c� z a LU <br />0>. U=) <br />N s <br />UI-a <br />z0� <br />o <br />Ln <br />N <br />Ln <br />• � <br />Z <br />J <br />QQOa <br />:etlSYr3e: <br />�� <br />OW <br />0 <br />Q <br />U <br />O Q w <br />za. <br />za�o , <br />0 <br />w <br />�-- z <br />U W z 0 <br />o � a � <br />�$>gan� <br />_ <br />gg�W0LLZ <br />0 <br />a p z <br />C <br />r.-q <br />o <br />Q <br />-j 0 W <br />a��� <br />M z <br />> <br />Z O <br />g <br />z <br />0 <br />LI` <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: MJAM ES <br />VERSION NO. <br />1122 <br />JOB NO: 17-2861 <br />SHEET NO. <br />8 <br />I <br />