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■ . ■ ■ ■' <br />-■ ■- -■ . ■ ■ <br />, <br />3-1/2" MIN 2500 PSI CONC <br />`o <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER ( <br />I : ■ <br />1 <br />(3000 PSI CONC. SLAB FOR 0'-0" I t <br />HERNANDO COUNTY ONLY) <br />TZT� <br />1 T-54" --CJ T-2" CJ i 1 CJ <br />in <br />CJ CJ <br />� 1 <br />o I I 00 <br />fl1 io <br />- <br />I ■ <br />t <br />. <br />1 �0'-0" <br />- II <br />1 <br />F_ —� <br />co <br />r: <br />A <br />CJ TCJ1 CJ <br />I <br />OP <br />} I K (2) #5 REBAR T <br />S3 <br />i f o I ' S3 VERTICALS w/ in <br />I I <br />I I 118" I' I FILLED CELL <br />23'-11" 2'-10" 4'-1" M <br />1 f <br />2'-6" <br />if <br />o <br />c0 <br />G <br />2'-6"x2'-6"x1'-0" S3 CJ _ SINK / DISP <br />W/ 3-#5 E.W. : ; KITCHEN ISLAND II p O — — N <br />LOW WALLS I I I I C ASE TO <br />■' �O001 <br />. L _ _ _ J I ISLAND <br />I I' } 1 I r J <br />I S3 <br />o <br />t — — — — _L�_------t T <br />�-- <br />r.� LOP <br />o <br />_ <br />CJ 1 — — — — — —� CJ CJ 7 <br />CJ o� I <br />N <br />4,_0„ <br />G <br />S3 <br />5'.4" T-8" 7-8-:: <br />-3 1/2" <br />2'-1,.. SLOPE <br />I 1 37'-q' 1 <br />1 2V-2j" <br />32'-84° <br />5 <br />#5 REBAR <br />o <br />LO <br />31/2' <br />I <br />S3 <br />( I <br />PROVIDE 1 Y" RECESS <br />- �.. — .. VERTICALS w/ in <br />I I ` I FILLED CELL <br />HVAC CHASE \\ ( W.H. <br />FOR SGD. REFER TO r <br />BASED ON �• <br />L_ TYP <br />MASON'S SLOPE FOR 1 <br />I LOCATION <br />I <br />— — <br />I CJ INDICATES FILLED CELL w/ 3000 <br />........... ■ uiwo ■ ■ ■ ■ ■ <br />CJ C <br />STEPS AS <br />REQUIREDPER FIELD <br />I �0,_0, PSI CONC. GROUT FROM FT. TO <br />2=0 4=0 2'-0' <br />I BEAM W/ (1) #5 REBAR VERT <br />I I 6-0 1-10" 5'-2" <br />01 <br />CONDITIONS <br />ABOVE SLAB TYP @ ALL <br />PLACES SHOWN HOOKED FTG. <br />is TOP OF CONC./ PAVER TO BE 4" 31/2" SLOPE <br />BELOW FIN. FLR. —� <br />`n <br />DOWELS 5" EMBED W/ 25" EXT. <br />10 PROVIDE Y2" x 9" �, <br />"' <br />ABOVE SLAB GRADE 40 STEEL <br />— — — RECESS FOR FRT. DOOR <br />_OI O <br />hii <br />T-1 <br />IV <br />G-Will <br />A <br />S3 <br />2'-9" 5'-2" <br />H.B.T L <br />S3 <br />3'-0" TYP <br />64" V-0" <br />2-6" x 2'-6" x V-O" <br />W/ (3) #VS E.W. <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 />CONTROL JOINT DETAIL SCALE: I <br />, <br />#5 CONT REINF. SEE <br />• " <br />•' <br />FND. FOR QUANTITY <br />�• <br />' <br />#5 X 25" X 25" CORNER <br />• ' �'' ' ' �• <br />•' <br />BAR ONE FOR EA. <br />. <br />•• ' �'• ' ' <br />HORIZ. REBAR, TYP. <br />,•. <br />" ;. <br />U.N.O. <br />•• •, • •, -• • •- <br />"*Alternate: <br />' <br />The reinf. bars shall be <br />- •. • •• •. • • • • '• •. • •• •v.. • '%• <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"=V-0" <br />U <br />Z o <br />(D Z <br />Z <br /><Q <br />(D <br />__j <br />U) z <br />Q) C <br />+•-J cn <br />w <br />• U '— <br />OLILJJ <br />=o <br />U <br />w <br />Cl) M <br />l6 M <br />N <br />co <br />to <br />�tgr <br />A I <br />NCB <br />f <br />1 • <br />w < (fl <br />0. <br />�Waf•• `W �. <br />Z O �d r o <br />Z %kw- <br />ce <br />LL <br />W �CM <br />oad o <br />U U I— <br />❑ <br />To the best of the Engineer's knowledge, Information, <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 />Z N <br />O0aNI� <br />►>—� V) M O <br />M <br />a�-MvLn <br />a. In 's.. <br />to n <br />a a)LL Ln <br />oC V Q. ■ <br />a 0 <br />E� <br />Z <br />W <br />J� <br />Mj <br />Z <br />w� <br />�a <br />Z <br />Way <br />M8 <br />/J <br />I..L. <br />z <br />p , <br />pJ <br />5�U. <br />0® <br />9 <br />Q <br />0 <br />y0 <br />z� <br />;'0 <br />O <br />L L_ <br />U <br />_ <br />0 <br />CO <br />'o u. <br />Q�� <br />� <br />zoo <br />N <br />Z <br />r{ <br />Ln <br />.. <br />1vCo <br />J <br />-1 <br />LU <br />LU <br />N <br />N <br />Q <br />Z� <br />Lufz <br />m <br />O <br />00 <br />Z <br />4 <br />J <br />U <br />LU <br />i <br />aW <br />rn <br />,-a <br />a <br />cn <br />f <br />SCALE : AS NOTED <br />DATE : 3/19/2018 <br />TECH: MJAMES <br />VERSION NO. 4mO <br />SHEET NO. <br />6.0 <br />