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T-1 <br />5'-2$" <br />7-8" <br />2'-9" <br />5'-1" <br />4' <br />6'-4" <br />00 3'-O" TYP <br />L 2-6" x 2'-6" x 1'-0" <br />H.B.+ <br />S3 W/ (3) #5'S E.W. <br />■ ■.III <br />■« ..■ ■ ■ CV <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE Y2" x 9" `' (2) #5 S <br />4 <br />o <br />r <br />PSI CONC. GROUT FROM FT. TO <br />RECESS FOR FRT. DOOR It <br />31/2" SLOPE <br />-- <br />-1 <br />STEPS AS <br />BEAM W/ (1) #5 REBAR VERT <br />( ABOVE SLAB TYP @ ALL <br />10 TOP OF CONC./ PAVER TO BE 4" I <br />25? BELOW FIN. FLR. 2'-0" 4'-0" 2'-0" 6'-0" 4'-6" 2'-6" <br />in <br />REQUIRED <br />PER FIELD <br />0 0' 1 PLACES SHOWN HOOKED FTG. <br />I <br />I I �` <br />CONDITIONS <br />DOWELS 5" EMBED W/ 25" EXT. <br />; CJ ABOVE SLAB "GRADE 40 STEEL" <br />CJ C _ — <br />_ <br />TYP <br />I PROVIDE 1," RECESS I <br />FOR SGD. REFER TO <br />HVAC CHASE I AHU <br />00 <br />o <br />L <br />S3 <br />I MASON'S SLOPE FOR M'� <br />WIDTH <br />I <br />ASED ON <br />BOCATION i I <br />v i I. W.H. <br />7,1 <br />LO <br />I <br />I i (2) #5 REBAR <br />�3 1/2" <br />I 32'-82 <br />4'-8$" VERTICALS w/ in <br />FILLED CELL <br />11I <br />I <br />3T-52' 21'-24" <br />5'-4" T-8" 1 T-8" I <br />2'-1 " 3 1 /2" 1 <br />4'-0" <br />I G <br />; ; OPT. D o SLOPE <br />C <br />U) <br />S3 <br />I CJ I �-- — — — — — —1 CJ CJ <br />- -- <br />� <br />III <br />:: _ I: CJ I <br />- -- <br />_ <br />o <br />o <br />o <br />TOb <br />KITCHEN ISLAN I I 0 1 ISLAND <br />■ II 2'-6"x2'-6"x1'-0" LOW WALLS <br />J <br />itI S <br />t <br />ffflf <br />N <br />I <br />W/ 345 E.W. CJ INK w/ DIS <br />G <br />K <br />S3 I 2'-6" <br />OoCHASE <br />SM I <br />o <br />o <br />4'-1 <br />• 23'-11" 2'-10" a 4 <br />I (2) #5 REBAR <br />�Cj CJ <br />° K VERTICALS w/ in <br />FILLED CELL <br />_ <br />o- 0 <br />60 <br />N <br />- - - - -:-C}J - - - T........ <br />................................... <br />.............. 0'-0".................... <br />: I 11 <br />1 (....... ....................:::.. ■ <br />.......... <br />L <br />� <br />0 <br />........ <br />M <br />)'0 <br />CD <br />I <br />�i 13'-524" 7, 2 . <br />�i CJ CJ j CJ <br />I I <br />CJ CJ <br />M I <br />r <br />i <br />I <br />3-1/2" MIN 2500 PSI CONC 0'-0" <br />ii� I 111 <br />SLAB OVER 6 MIL VISQUEEN <br />1 VAPOR BARRIER I . ■ <br />PSI CONC. SLAB FOR <br />(3000 <br />i 1 M <br />HERNANDO COUNTY ONLY) I ; <br />C.,L ....... <br />H <br />T-O" I. S-10" L 4'-0" L 3'-10" L 4'-8" I. 4'-8" L 7-8" L 3'-4" <br />FOUNDATION PLAN <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 />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 />Z <br />J <br />CONTROL <br />JOINT DETAIL <br />••� <br />'{� <br />,:;� <br />#5 CONT REINF. SEE <br />FND. FOR QUANTITY <br />��• <br />•' <br />#5 X 25" X 25" CORNER <br />�•' ' ' �•' ' ' <br />•' <br />BAR ONE FOR EA. <br />' <br />HORIZ. REBAR, TYP. <br />.. <br />4 <br />'•. , <br />.:. <br />U.N.O. <br />1 "'Ll" <br />- • <br />'"Alternate: <br />' <br />The reinf, bars shall be <br />• •. • • <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 />Ln <br />U� <br />zM <br />0 <br />to <br />Z <br />d <br />J <br />CL <br />L/) (D <br />Q) N <br />4}--J LL <br />� p <br />t.0 <br />O <br />D—U*) <br />~ <br />� <br />= <br />F- <br />0 <br />o0 <br />m � <br />U <br />W <br />I— pEp <br />U <br />a)M <br />C f0 co <br />[2 co <br />0 O <br />Ua) <br />L LL co <br />3 Ci <br />U)c-o <br />�Y <br />d rn <br />to O V <br />0) <br />A� <br />N*CB D,C <br />AN <br />..........U.- <br />C0 <br />mil - Z, <br />rn <br />may« W <br />iL <br />�LL <br />t <br />< <br />O\ <br />t4 <br />LLPZ V1r" g�` q � <br />p���, <br />+0 <br />ppi <br />W Q N Mr(t6b��'F� <br />Ov <br />V O <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 Sth 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 />O <br />Z NO <br />0 N n <br />> O <br />M <br />Q 'gyp Lr) <br />WON <br />Ln <br />CL <br />H U- <br />Ce fu <br />Q � � <br />Z <br />W <br />d' <br />oZ <br />za <br />¢f <br />�F <br />z <br />w¢g?-, <br />U�80 <br />zwwa <br />0— <br />JZ <br />-0 <br />zg <br />ao wn <br />O <br />w <br />u~UW) <br />Oz <br />Z <br />Q <br />zZ <br />143 <br />N <br />'0 <br />Z <br />"� <br />o <br />4 <br />o <br />_ <br />OLu <br />z <br />O <br />� <br />o w <br />z <br />OF <br />� <br />a <br />1 <br />N <br />I� <br />z of <br />;QZa <br />d <br />Fawn' <br />oo�� <br />Z <br />Z <br />W <br />� <br />Lli <br />w�w� <br />a <br />� cj <br />_I <br />,-ILij <br />o Z o <br />U <br />2g8 <br />f"4 <br />d <br />Z <br />< z <br />Z <br />Z <br />d Z <br />o <br />rn <br />Lu <br />G <br />w <br />T-4 <br />V) <br />f <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />6.0 <br />