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I., <br />3 <br />Ir <br />'s <br />0 <br />CV <br />N <br />N <br />I <br />co <br />i <br />rn <br />r` <br />it <br />LO <br />0 <br />J <br />M <br />O <br />cV <br />tR <br />00 <br />;A*� <br />T-2" 5-2" 6-0" 6'-0" T-O" T-10" 4'-0" T-10" 4'-8" <br />A <br />'HB.. S3 <br />4'-8" <br />5'-2" <br />1 <br />+---- ---- N----I-- <br />-- --- -------- +----------I <br />JI <br />� <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN ; <br />VAPOR BARRIER I <br />; ■ <br />\ 4 <br />GJ <br />(3000 PSI CONC. SLAB FOR <br />HERNANDO COUNTY ONLY) <br />\\ 1 <br />{ <br />. . . .I. . . . . . . . . . . . . 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W -3 1/2" SLOPE <br />� <br />I 137'-5�' I <br />• • 121'-24" <br />(- — <br />53 <br />32'-84. <br />-8g" <br />(2) #5 REBAR <br />o <br />1/2" <br />I <br />S3 <br />PROVIDE 1 Y2" RECESS rP1 <br />- �• — • • VERTICALS w/ in <br />` FILLED CELL <br />I <br />HVAC CHASE <br />FOR SGD. REFER TO LO <br />r- <br />BASED ON : I• • <br />L TYP <br />MASON'S SLOPE FOR <br />, <br />LOCATION— <br />L <br />- <br />STEPS AS <br />I WID <br />- - - - — <br />; CJ INDICATES FILLED CELL w/ 3000 <br />— — — —. <br />...........�._...■ uH. ■ ■ ■ ■ <br />CJ C <br />REQUIRED <br />0'-0"F;FPSI CONC. GROUT FROM FT. TO <br />I <br />I 2'-0" 4'-0" 2'-0" 6'-0" 1'-10" 5'-2" <br />PER FIELD <br />BEAM W/ (1) #5 REBAR VERT <br />19 <br />q <br />T <br />7 <br />CONDITIONS <br />I ABOVE SLAB TYP @ ALL <br />PLACES SHOWN HOOKED FTG. <br />r: TOP OF CONC.I PAVER TO BE 4" 3 1/2" SLOPE <br />- BELOW FIN. FLR. I <br />vIT v <br />10 <br />I DOWELS 5" EMBED W/ 25" EXT. <br />`O PROVIDE Yz" x 9" (V <br />t" <br />ABOVE SLAB' GRADE 40 STEEL" <br />----- —I---- ---- <br />RECESS FOR FRT. DOOR <br />---- ----r- <br />■ <br />—� O <br />5' <br />A <br />S3 <br />2'-9" 5'-2" <br />Ir 37'-8" <br />5'-1" <br />58'-8" <br />H.B. L <br />S3 <br />3'-0" TYP <br />64" 5'-0" <br />6'-0" <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />15'-0" <br />FOUNDATION PLAN <br />SCALE: Y.'=1'-0' <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 />IF— <br />tL <br />LU <br />Z <br />C <br />d <br />CONTROL <br />JOINT DETAIL <br />SCALE:1 1/2"=1'-0" <br />. <br />.,• <br />,'e <br />#5 CONT REINF. SEE <br />,�: <br />; ; ::' <br />'•_ <br />FND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />• <br />U.N.O. <br />"'Alternate: <br />' ; • <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'-C" <br />zCD <br />CD— <br />Z <br />z <br />Q <br />a <br />V) <br />0• <br />(t) <br />w <br />�U — <br />O w <br />E <br />o0 <br />�V) '- <br />� <br />U <br />w of <br />F— <br />8 <br />a) M <br />cmM <br />O O N <br />o a <br />C <br />Q <br />� 8- <br />Q o <br />B Do <br />N C B D C <br />' <br />CO <br />co <br />U) I I <br />A � <br />y�.c CL <br />>' c <br />CA •�� <br />"; <br />�w: <br />W. <br />_ <br />c�0 \ <br />LL Z:.. <br />r' <br />�( 1_ 1. L <br />�• 4i���` <br />To the best Wlv of the Engineer's - }p(� ,and <br />belief, the structural plans and specif ibIns 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 />ON <br />Z <br />0 0) N <br />> V) O <br />z <br />M <br />QU-) L <br />-vn <br />a (A•� v- <br />En <br />Q)L�Ln <br />d <br />f'- <br />� U aOC) <br />a <br />E �- <br />LU <br />Z <br />_jC) <br />0z <br />cc p <br />z G <br />f <br />F <br />z <br />a p <br />W <br />r Cc, <br />zw-Q <br />Z <br />aw0,0 <br />s <br />U© <br />0 <br />L <br />1 <br />a <br />z <br />O <br />Q u <br />'zZ <br />oC <br />z <br />Q1 <br />Z <br />o <br />0 <br />LL <br />U <br />_ <br />0 <br />Z <br />O <br />ou <br />aNeP <br />0 0 <br />� <br />WobS <br />N <br />oho <br />Ia03 <br />Q <br />Z <br />z <br />�--1 <br />of a o �C <br />J-I <br />r- <br />W <br />Q <br />W <br />z <br />la- <br />Qz8 <br />$ ~ <br />N <br />0 <br />z <br />�wZ <br />Cy <br />0° <br />rn <br />o <br />g <br />= <br />a z <br />,--4 <br />a <br />;nLU <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAM ES <br />VERSION NO. 4nO <br />SHEET NO. <br />6.0 <br />