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c <br />G <br />v <br />on <br />TYP @ 1 STORY <br />A U.N.O. <br />S3 <br />54'-0" <br />5'-28" T-15' <br />2'-6" x 2'-6" x 1'-0" 3'-0" <br />W/ (3) #5'S E.W. <br />;5n <br />H.B.t <br />i <br />8'-0" <br />10 <br />2T-6$" <br />MbI <br />1-1 ' <br />I <br />(-�-1 <br />(2) #5 VERTICAL <br />■ <br />I <br />BARS <br />I I I <br />OPT. D I QPT. V1 <br />TYP @ 1 STORY <br />I <br />^ t "�' — _-----� <br />- 3 1 /2" <br />SLR <br />iv <br />U.N.O. <br />in <br />EO <br />A <br />II <br />_ <br />1 <br />K <br />S3 <br />i� <br />cq <br />■ INDICATES FILLED CELL w/ 3000 PSI— <br />CONC. GROUT FROM FT. TO BEAM <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />I TYP @ ALL PLACES SHOWN <br />CHASE TO <br />I I ISLAND I ' ' <br />I <br />I I KITCHEN ISLAND <br />LOW WALLS <br />BUILDER TO PROVIDE <br />APPLIANCE PROTECTION J <br />WHEN REQUIRED PER FBC S3 <br />I <br />HOOKED FTG. DOWELS 5" EMBED <br />"GRADE <br />�C- ( <br />EDGE OF SLAB 2" <br />W/ 25" EXT. ABOVE SLAB 4p <br />i <br />I <br />BEYOND WALL <br />_ <br />4'-0'I <br />STEEL" 25'-6" <br />I I I <br />20'-6' <br />7'-0" <br />r <br />STEPS AS <br />REQUIRED <br />_ <br />II ft=--tea <br />I (- I� :: <br />I II ` II o <br />I I I I II L_ JIII <br />1l' 1„ <br />T`2 7'-12 <br />(2) #5 VERTICAL <br />x W <br />ifl <br />Ln <br />3 <br />BARS <br />x <br />PER FIELD <br />CONDITIONS <br />I IIr-illi,]Y <br />I PROVIDE 1 %" RECESS - I I II ��IZ <br />K <br />CC <br />CC <br />- <br />■ FOR SGD. REFER TO I �o II LL_h <br />MASON'S SLOPE FOR N I III I I <br />/,�\ <br />W.H. ` <br />S3 <br />I <br />S3 <br />r — — <br />S3 <br />WIDTH III D.W.III I :: <br />I <br />�.......... <br />L <br />III <br />C� �- III <br />■ <br />— — <br />- <br />o <br />—L — — — }� — — — ■Nt <br />' <br />_ <br />O <br />_ <br />o <br />r <br />`" <br />--- <br />16'-11$„ 8'-641I <br />— <br />31/2" <br />SLOPE <br />T <br />O <br />-3 1/2" <br />I <br />�4 <br />OP, <br />T-15' I <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />2'-6"x2-6"x1'-0" <br />W/ (3) #5'S E.W. PROVIDE %2' x 9" I <br />N <br />L <br />S3 <br />10 <br />�- — — <br />HERNANDO COUNTY ONLY <br />RECESS FOR FRT. DOOR <br />v <br />■ ; I 3-1/2" MIN 2500 PSI CONC SLAB OV R 6 <br />TOP OF CONC./ PAVER TO BE 4" <br />MIL VISQUEEN VAPOR BARRIER <br />BELOW FIN. FLR. <br />3'-8" <br />4' 4" <br />' • J ' <br />LO <br />17'-5$' i <br />36'-681I <br />vo. <br />. <br />TYP @ 1 <br />2'-6"x2-6"x1'-0" <br />I ; <br />STORY U.N.O. <br />W/ (3) #5'S E.W. <br />�9 <br />I CJ <br />- — - - - <br />_ <br />EAH — CJ �n <br />- - I- - <br />CJ CJ <br />- — - - -- <br />! <br />10'_10$" <br />■ <br />` I HVAC CHASE <br />l I <br />CO <br />BASED ON <br />LOCATION �' ,o <br />...' . '. '. '. '.: <br />{ <br />- <br />I <br />I <br />jI Cl) <br />I I I I• <br />_ I I ��� <br />, <br />II II' <br />{II <br />C <br />0-0 ,I I ■ <br />17' 2$' <br />2 _g 2 _gl 2'-11$"II I I• <br />I I: io <br />n 1 <br />I L JI } <br />10 <br />ff <br />r. <br />2' <br />TYP @ 1 STORY <br />A U.N.O. <br />S3 <br />2'-90" rI-All <br />FOUNDATION PLAN MONO - <br />ELEV-Al <br />SCALE: %4"=1'-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" 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 />WWF PLACED IN 1/8" SAWCUT x 114 SLAB <br />UPPER 113 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />w z <br />w <br />Cf) a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />.�: ' <br />: ; _•" <br />'•_ <br />REINF. SEE FND. FOR <br />' <br />• •. <br />;r <br />QUANTITY <br />• <br />;; <br />,',�. <br />;r <br />#5 X 25" X 25" CORNER <br />'�',�;' '� ;��' '� ;,; <br />�; �_ <br />; ; :' <br />'•_ <br />BAR ONE FOR EA. <br />• • ' <br />HORIZ. REBAR, TYP. <br />., . .. <br />'. ..:. <br />�' • <br />U.N.O. <br />•, • • <br />"Alternate: <br />�; • <br />The reinf. bars shall be <br />��;,; ;� ,; •';;:,; "r,: •'��,;•';�; <br />Cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />d <br />,.�E• <br />•`o <br />L <br />`dfr 4OFESS%0 <br />•. <br />'f <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />a <br />00co <br />`o 8 N p00� <br />N <br />U <br /># <br />0 0 m D J J <br />M N N N 'n W LL W <br />V <br />M <br />-j 'o UZI *j as <br />) LL N LL <br />a <br />i[03 <br />2 <br />ct � aLL W <br />Z <br />— <br />11% <br />0 W <br />CCU a;oW =C) OO <br />m co <br />CN•_ <br />'Faol� 0 <br />3 u <br />LL <br />N Q m Z <br />z <br />U <br />U ❑��❑ <br />W <br />M <br />z N o <br />— � S <br />z o <br />J M <br />� N <br />E3 <br />N <br />M <br />z <br />o <br />Cz <br />(Dru <br />T <br />•O <br />Vj Y <br />Q <br />WG <br />N <br />f6 <br />N <br />— <br />LLI <br />c E <br />' - <br />U CO <br />w rn <br />E <br />o g <br />i <br />i <br />= <br />U 2 <br />sm <br />o <br />CID <br />w <br />M <br />M <br />¢ <br />o <br />Z <br />z¢ <br />J <br />aE <br />o <br />i o <br />oo <br />M <br />a <br />Za <br />E v <br />�_ <br />H @ <br />O E <br />R� <br />O ¢ <br />iiz <br />0 o <br />U <br />C) <br />aZ <br />z <br />CD <br />W O <br />4 <br />J <br />L <br />� C <br />❑ <br />O Y <br />mm <br />m <br />�o <br />O LL <br />Q% <br />¢w <br />�z <br />N <br />d) <br />¢ <br />82 <br />g° <br />Q <br />LL <br />z <br />N w <br />W <br />�j <br />ao <br />r- <br />�� <br />O <br />yz <br />w< <br />i3 <br />C7 <br />W0 <br />O <br />V <br />za <br />I <br />aF <br />�03 <br />�M <br />,o <br />= <br />> C'7 <br />ai <br />rn <br />n` <br />W <br />m <br />O <br />�> <br />c <br />00 <br />co <br />IN <br />^ <br />O <br />N <br />C <br />Ln <br />N <br />Z � <br />r <br />Ln <br />r <br />� � <br />N � <br />r <br />E <br />' y�/M <br />T <br />M <br />o <br />Z <br />co <br />Z <br />E <br />E 10 <br />� <br />N <br />c <br />m <br />FL <br />U ° <br />v <br />¢ p <br />c <br />JOB <br />NO: <br />20-0557 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />1 i:, ,t. ,, il L-jTi i i TnrF,-� 1 ul'-A oA IiI t M-t a 5auui� 111 ". rew,tu uAilla Bt. ,A. 1 I I - <br />I 1 1 IN 1 11, 1 -T <br />