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c <br />c <br />d <br />37'-8" 6'-0" <br />T-18" 5'-2$" 6'-0' 2-4- 5'_2" 5'-1" 6'-4' <br />T-O" TYP <br />A L <br />S3 H.B. I S3 <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />15'-0" <br />■ ■ <br />■. ■ ■ ■ N <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE %2' x 9" v (2) #5 S <br />IT <br />o <br />I PSI CONC. GROUT FROM FT. TO <br />RECESS FOR FRT. DOOR <br />31/2" SLOPE <br />`f <br />co <br />10 <br />STEPS AS <br />REQUIRED <br />BEAM W/ (1) #5 REBAR VERT <br />I ABOVE SLAB TYP @ ALL <br />in TOP OF CONC./ PAVER TO BE 4" I <br />io BELOW FIN. FLR. 2'-0" 4'-0" 2'-0" 6'-0" 4'-6" 2'-6" <br />In <br />PER FIELD <br />CONDITIONS <br />0 0" I PLACES SHOWN HOOKED FTG. <br />( DOWELS 5" EMBED W/ 25" EXT. <br />CJ ABOVE SLAB "GRADE 40 STEEL" <br />— — I — — — <br />I I r <br />I <br />CJ CJ <br />— — — ........... — . ■ � ■ ■ ■ ■ ■ <br />— <br />r TYP <br />I PROVIDE 1 Y" RECESS <br />FOR SGD. REFER TO <br />I HVAC CHASE • ; AHU <br />00 <br />o <br />L <br />S3 <br />MASON'S SLOPE FOR <br />,rn <br />( WIDTH L0 <br />BASED ON <br />LOCATION / I <br />v <br />"' <br />10 <br />I <br />I 3 1/2" <br />I 32'-84" <br />I I r� (2) #5 REBAR <br />\ `�, 4'-88" VERTICALS w/ in <br />FILLED CELL <br />L_ <br />I I <br />37'-52' 21'-24" <br />64„ T-8" T-8" I <br />2'-1" 31/2" <br />4'-0" <br />I G <br />SLOPE <br />:: OPT. D I: I <br />LO <br />S3OP <br />CJ I r—CJ CJ <br />J f <br />��...........' <br />--------ICHASETO <br />[7 <br />CJ I <br />:I} <br />o <br />r===� <br />■: I KITCHEN ISLAN I ISLAND <br />1 : LOW WALLS o <br />2'-6"x2'-6'x1'-0' I <br />I J •il I J <br />, I. I I' S3 <br />o <br />DI <br />W/ 345 E.W. CJ LL��W— -� _ <br />G INK w/ DISP <br />l K <br />r <br />co <br />S3 2'-6" N <br />II O S3 I I <br />o <br />. 23'-11" 2'-10" 4 14" <br />I } I <br />(2) #5 REBAR <br />S3 <br />I CJ CJ CJ <br />° K VERTICALS w/ in <br />J j S3 FILLED CELL <br />a } <br />C? <br />60 <br />Cv <br />T <br />......................... <br />I j-1 <br />N <br />I 11 0._01, <br />L— <br />p� <br />) <br />co <br />`o <br />o <br />49 CJ CJ <br />I <br />CJ CJ <br />10 <br />ih <br />I <br />I, <br />/ <br />3-1/2" MIN 2500 PSI CONC 0'-0" <br />aP <br />/ <br />I �b� I <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER I : ■ <br />PSI CONC. SLAB FOR <br />/ ::::::: . ; ; : a <br />(3000 : <br />i 1 M <br />HERNANDO COUNTY ONLY) <br />0 <br />L-------+----- ---- ----I-- <br />---.--- ---------------- <br />■.................. .. .......................... .... �.�. : .......:_ <br />-:.._......-'.■............ ........................................ <br />H.B. A <br />T-O" S3 <br />T-2" 5-2" 6'-0" 6'-0" <br />T-10" L 4'-0" L T-10" L 4'-8" L 4'-8" L T-8" L T-4" <br />c <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 />wz <br />w <br />� <br />CONTROL <br />JOINT DETAIL <br />SCALE:1 1/2"=1'-0" <br />.• • <br />�;- <br />#5 CONT REINF. SEE <br />.�: ' <br />; :.•" <br />'�_ <br />FND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />�'• <br />BAR ONE FOR EA. <br />' ' <br />'� <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />"Alternate: <br />The reinf. bars shall be <br />cunt. 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"=V-0" <br />13 <br />(-D �2 <br />z M <br />0 <br />CD <br />z <br />Q <br />CL- <br />U) z <br />U <br />c, <br />� w <br />M Q <br />O1U <br />E <br />(/i ~ <br />o 0 <br />mr-- <br />U <br />M Cl) <br />~ <br />c co M <br />O o cV <br />ej <br />fNA <br />Uqi <br />L LL 00 <br />co <br />0 (6 <br />Sao <br />uo v <br />Q rn <br />rn ¢ o <br />B D. <br />�II,IIIII�� �•• {{{{��� <br />J <br />04 Ca <br />L <br />,Z <br />To the best of the' "R�er's kno ledge, i ((� ation, and <br />belief, the structural plat(>f�[#Spg���3 contained <br />within these drawings compl4+wkkhht 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 />i <br />O <br />ON <br />Z <br />O a� <br />u>-I (n M O <br />M <br />Q U) <br />a • �- n <br />uNi <br />Q � LL � <br />Cy-U CL ri <br />Q � <br />� <br />Z <br />W <br />J� <br />z <br />Lu <br />za <br />f< <br />z <br />.<Wm <br />gogo <br />zwW� <br />Issz�z <br />J <br />CL <br />RsW <br />Z <br />o w0ko <br />°� <br />L)i <br />0 <br />0 <br />O <br />zz <br />z <br />Q <br />,� <br />z <br />= <br />O <br />O <br />U <br />C5 <br />O <br />O <br />Lu� <br />0u <br />fC <br />0 <br />Q <br />u ..0, <br />N <br />Sor <br />< <br />a <br />-FLU <br />Z <br />N <br />u�a WOW <br />J <br />Ln <br />rl <br />LU <br />Uj <br />j <br />z <br />�- <br />Q <br />z <br />a l- <br />=, <br />$ <br />O <br />Z <br />z <br />ao <br />g <br />= <br />¢ z <br />SCALE : AS NOTED <br />DATE : 12/28/2017 <br />TECH: ERAND <br />VERSION NO. 10 <br />SHEEP NO. <br />6.0 <br />