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ABOVE SLAB <br />TYP @ 2 STORY <br />r 11 f "GRADE 40 STEEL" <br />a <br />N <br />CJ r ,CJ I�,1 CJ <br />I \������ ��� 1i <br />'-0" <br />I G 1' I ; <br />2'-6" x 2'-6" x 1 <br />o <br />S3 .. <br />W/ (3) #5'S E.W. <br />N <br />I I STUB UP TO I I <br />11 9 On, 13'-74' : <br />■ , 2ND FLOO <br />FOR A/C ...: : '. '.'.:::::: ...... ; <br />— — <br />T <br />•I I <br />TOP OF CONC./ PAVER TO BE 4" <br />■ I 0'-0" <br />L ' <br />S3 <br />BELOW FIN. FLR, <br />: <br />2'-6" x 2'-6" x 1'-0" <br />PROVIDE Y2" x 9" <br />SLOPE <br />J <br />S6 <br />RECESS FOR FRT. DOOR <br />-3 1/2" <br />W/ (3) #5'S E.W. <br />-T <br />mI— <br />TYP @ 2 STORY <br />r — ■ <br />--------- — ----- <br />N <br />— — — — —■_-- <br />■ I ICJ I--------+—------� <br />0 <br />v <br />/ BUILDER TO PROVIDE CC (VERY CALLS w/ in <br />MIN 3000 PSI NC. I APPLIANCE PROTECTION S3 FILLED CELL <br />iv <br />-3 1/2" <br />SLAB OR HERNANDO3-1/2" `-, <br />PROVIDE 1 y'. ( ( WHEN REQUIRED PER FBC 2 STORY <br />o <br />I <br />RECESS FOR I COUNTY ONLY <br />I <br />(o <br />rn <br />L <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONIC I I i <br />S3 <br />I MASON'S SLOPE SLAB OVER 6 MIL <br />FOR WIDTH VISQUEEN VAPOR <br />L — — <br />( BARRIER <br />STEPS AS <br />: I CHASE <br />REQUIRED PER <br />TO <br />C? <br />in <br />FIELD <br />CONQJTIONS <br />KITCHEN <br />I LOW WALLS AND ISLAND I 13 1I2 SLOPE <br />I -- ------ <br />- T- - - <br />_� <br />II <br />o <br />- - - - _-- <br />:I II I�------ ----= I I CJ i <br />N <br />1 • oil -f-CJ 1 4'-11. <br />■•L I_ <br />ij 4. <br />r �r_ _ I <br />� <br />q <br />b <br />L-----------� J <br />li L JII S3 <br />■• I T <br />I I <br />I <br />(2) #5 REBAR <br />S31 VERTICALS w/ in <br />FILLED CELL <br />12 <br />q <br />I' - STORY <br />�' <br />�-- ---- _---- --I = L-----------------1 <br />I ; <br />■. ........ ..... �..... ■1 ■ i■ ■ ■ <br />CV <br />J <br />S6 TYP @ 2 STORY <br />-0" 6'-0" 6-0" <br />H.B.+ <br />5'4" 4'-0" 4'4" <br />5'-0" <br />FOUNDATION PLAN <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" OF THE FBC 6th EDITION (2017) <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 />W.W.M. PLACED IN <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />w <br />w <br />z <br />� <br />CONTROL <br />JOINT DETAIL <br />SCALE:1 1/7'=T-0" <br />#5 CONT REINF. SEE <br />FND. FOR QUANTITY <br />;r #5 X 25' X 25" CORNER <br />BAR ONE FOR EA. <br />' • HORIZ. REBAR, TYP. <br />" U.N.O. <br />.; • �; `*Alternate: <br />The reinf. bars shall be <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DTL. <br />SCALE: 1 1/2"=1'-0" <br />r <br />Z M <br />— o <br />Z <br />z <br />Q <br />U� z <br />tV^)'' C� <br />W r!o <br />4--i <br />w <br />w <br />c <br />E <br />0 <br />oCo <br />U <br />LU <br />Ix 8 <br />dC-, <br />Cf6M <br />o o N <br />LL 0000 <br />c � <br />LID <br />Q rn <br />rn Q d <br />A 1 <br />N C B D C <br />k— <br />N <br />L.L <br />cb(vj <br />h- <br />R <br />Of <br />umm <br />To the best of the Engineer's knowledgR information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code- Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />O <br />Z fV <br />0 (L)N <br />> (n M O <br />M <br />Q � 'gyp <br />a V) �L <br />^ <br /><z <br />zd <br />oC V EL <br />Q � <br />§" <br />� <br />W <br />Z <br />J0~ <br />J <br />�z <br />W� <br />za <br />�a <br />z <br />W Q cc <br />oogo <br />zwW< <br />� 0 <br />zO <br />W .1 <br />O��O <br />O <br />> <br />= <br />Q <br />O� <br />8 <br />r <br />J <br />z <br />G <br />nC <br />Lo <br />z <br />ZD <br />Ln <br />1 `n <br />O <br />•= <br />ILL-O <br />z <br />= <br />N <br />O <br />L"o <br />0 <br />9. <br />�c���o <br />o h <br />J <br />C <br />w0JoJ���yy <br />U n: m s <br />N <br />Q <br />J <br />�az;� <br />Q <br />< �u <br />Z <br />^ <br />S <br />Z <br />W <br />W <br />w CY i <br /><dR�i <br />8 <br />J <br />W <br />~<EzU <br />u <br />N <br />Q <br />Z <br />wwz <br />Q�Z <br />k <br />N <br />z <br />tuz <br />m <br />O <br />_ <br />az <br />•-4 <br />0- <br />1 cn I <br />E <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAMES <br />VERSION NO. 5ol <br />SHEET NO. <br />6.0 <br />