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�r •• • <br />#5 CONT REINF. <br />•' �� <br />SEE FND, FOR <br />• ' <br />QUANTITY <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 <br />BAR <br />PLAN DETAIL <br />SCALE:1 1/2"=14" <br />SEE FLOOR PLAN <br />W.W.M. PLACED IN <br />1/8" SAWCUT x 1/4 <br />FOR BRG. 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 />Z <br />QC\1 <br />2" <br />4„ <br />t� <br />C- <br />EL <br />CONTROL <br />JOINT DETAIL <br />" 20" 4„ (3) #5 REBAR <br />SCALE: 1 1/2"=T-0" <br />�--- <br />STEP DOWN BRIG. 2 STY. <br />SCALE: N.T.S. <br />REF: EXTERIOR <br />SLAB --\ <br />■ <br />■ <br />LREINF. <br />LAN P <br />, <br />201 <br />24" <br />(3) #5 <br />REBAR <br />CONT. <br />2-STORY FTG . 2 <br />SCALE: 1/2" = V-0" <br />2'-6" x 2'-6" x V-0" <br />W/ (3) #5's E.W. <br />iO4rawau <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 <- <br />Z 0 <br />O <br />_ <br />0 <br />Z O <br />z� <br />Q <br />J <br />z <br />O <br />Q) <br />U <br />W <br />W <br />0 <br />~ <br />o <br />o Cl) <br />`� cn <br />U <br />W E <br />M <br />t6 p M <br />aim 0, - I; <br />O o0 <br />L lL Op <br />U m <br />C Y <br />U) <br />Lo O ,r <br />Q a7 <br />0) Q O <br />A' <br />N C 11,11 C <br />Th <br />I <br />B <br />D® <br />N�..o <br />� <br />' <br />,�•J�.d�y" <br />0 CO <br />W. ;)" <br />Lu�U <br />qj- <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 />z� <br />owl. <br />11--, a_,' C) <br />� �f��O <br />M <br />a 'gyp <br />a u>'•L� <br />(1) Ln <br />oC U Q 00 <br />Q <br />E <br />z <br />WJ <br />CD <br />d- <br />J <br />OZ <br />LLO <br />Z <br />LL) <br />U F- <br />�z<0 <br />Za<U < <br />=�F w z <br />gOka W W <br />a - <br />U <br />OrN-i�'�o <br />U�apzp <br />0 <br />�LU <br />C:) <br />N <br />Ln <br />� <br />7 <br />L <br />J <br />W � < �- Q <br />� � <br />�\ <br />Y <br />w008� <br />p <br />Q <br />J <br />�0zm2 <br />Zw� <br />^a <br />Za3°:z <br />z <br />a <br />> <br />iZ <br />_ <br />t-•-I <br />Ujw0u-zQ <br />a Q ,- o g <br />. <br />M <br />r-I Q <br />v,a°Wa <br />Ce <br />0 <br />Q <br />J Y W <br />Q Q <br />c) <br />M Z <br />u_ <br />LU <br />z O <br />g <br />z <br />LL <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />1122 <br />JOB NO: 17-5171 <br />SHEET NO. <br />8 <br />