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v <br />d <br />x <br />O <br />r- <br />rn <br />0 <br />LO <br />I <br />rn <br />z <br />m <br />W <br />x <br />0 <br />0 <br />LO <br />o> <br />Cr <br />3'-8" <br />3'-55" - 2'-63g" - 6'-011 <br />ri <br />TYP @ 1 STORY <br />A U.N.O. <br />S3 <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 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN.— FOUNDATION PLAN <br />�47LF <br />w <br />`n <br />54'-0" • <br />46'-0" <br />A <br />5' <br />2-6" x 2'-6" x 1'-( <br />W/ (3) #5'S E.W. <br />7'- <br />a <br />--------T <br />--- <br />------I— ----�■ <br />N <br />N:I-----------�- <br />10 <br />10 <br />:I <br />23'-6$' <br />T; <br />1'-1 a" <br />__ _ <br />I 0' <br />1 OPT. D I �PT. V.y <br />TYP @ 1 STORY <br />I <br />t _ _ ___ _� __ —qz-v <br />� r ..-_ � <br />—— _. _— — <br />31/2" <br />SLOPE <br />--; <br />cv <br />1 <br />U.N.O. <br />T <br />10 <br />( <br />• II <br />19 <br />: III <br />— <br />C1 <br />ao <br />I— — —C� <br />— - — _—�_• <br />— — — — —I <br />■ INDICATES FILLED CELL w/ 3000 PSI <br />: I CONC. GROUT FROM FT. TO BEAM <br />I CHASE TO <br />I ISLAND • . • . • I ' <br />I <br />BUILDER TO PROVIDE J <br />: W/ (1) #5 REBAR VERT ABOVE SLAB <br />TYP @ ALL PLACES SHOWN <br />I KITCHEN ISLAND <br />I LOW WALLS I <br />K <br />S3 <br />APPLIANCE PROTECTION I 13 <br />WHEN REQUIRED PER FBC <br />HOOKED FTG. DOWELS 5 EMBED <br />�C — <br />— <br />1 <br />W/ 25' EXT. ABOVE SLAB "GRADE 40 <br />I , I I I.• <br />4'-0" <br />STEEL" 25-6" <br />I <br />I I I I ; ' <br />20'-6' <br />6-8" 1'4" <br />STEPS AS <br />II r = ;71a <br />: I I (— h <br />I II II — <br />7'_511 7'_111 <br />51_811 1.OII <br />REQUIRED <br />I I I III L` JII : I. <br />PER FIELD <br />CONDITIONS <br />I PROVIDE 1 yI " RECESS I II �� I) I : <br />I I I <br />K <br />CC <br />CC <br />2'-6" x 2'-6" x <br />— W/ 3 #5'S E.W. <br />O <br />_ <br />cD L J <br />■; FOR SGD. REFER TO LL =JJ <br />MASON'S SLOPE FOR cv I I ; : <br />,—� <br />W.H.\� <br />S3 <br />S3 I <br />S3 <br />WIDTH D.W. <br />W <br />CJ I <br />III • <br />--{— ----1 ■ <br />I <br />CD <br />r <br />LO <br />I <br />16-11$ 8-64 <br />r <br />1/2" SLOPE. <br />3 <br />-31/2' <br />Q <br />' I <br />N <br />I711811 <br />41811 I <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />2'-6"x2-6"x1'-0" I <br />W/ (3) #5'S E.W. PROVIDE %2' x 9" <br />N <br />_ <br />LOP <br />— — <br />I HERNANDO COUNTY ONLY <br />RECESS FOR FRT. DOOR <br />■' 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />TOP OF CONC./ PAVER TO BE4" <br />I <br />MIL VISQUEEN VAPOR BARRIER <br />BELOW FIN. FLR. • <br />T-8" <br />4'-4" <br />G I <br />10 <br />■ ; I — — _j 01-01, <br />17'-5," <br />�1 <br />361-( 111 <br />Qo. <br />S3 <br />TYP @ 1 <br />I <br />I <br />2'-6"x2-6"x1'-011 <br />STORY U.N.O. <br />W/ (3) #5'S E.W. <br />I <br />CJ <br />'CJ - <br />CJ — CJ <br />HVAC CHASE i <br />III <br />Cn <br />BASED ONE �� <br />I� 1 <br />�_�!I} <br />I <br />ON LOCATI <br />II <br />• <br />T <br />■ ' o <br />II W. <br />I} <br />r1jl ` <br />�0_p ■ <br />' 17-2g" <br />2'-11g"II I2" <br />JI I <br />L Ii _ <br />/•/ <br />I <br />^ <br />10 <br />IL�.� — �� <br />L <br />iz_j <br />I <br />H.B4- <br />�1_QII 3'-5.5" 21 <br />3'-20" 1 2' <br />TYP @ 1 STORY <br />A U.N.O. <br />S3 <br />FOUNDATION PLAN <br />SCALE: %4"=V-0" <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />Nor <br />45 CONTINUOUS <br />REINF. SEE FIND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />*"Alternate: <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 DETAIL <br />SCALE: 3/4" = 1'-0" <br />a <br />Q <br />V M EppON <br />z N (O <br />z Q <br />p <br />Q <br />J <br />d � <br />N z <br />ti v <br />LU <br />U � a <br />0 W <br />N c:�- E <br />Ln <br />U m <br />LLJ m <br />0 8 <br />... <br />w <br />=t <br />U o <br />L <br />3 <br />• <br />41 <br />N N <br />N <br />Z W''i w 2 <br />U) V <br />1— a° w w <br />a <br />_Z a�0'O`tdt��,f��, <br />N <br />U <br />p• O <br />lo�y <br />Z <br />, <br />i '4 '•. F t }a. '•m <br />�F E SSg4lt4 <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 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 />Engineers signature and seal. <br />o <br />co <br />CM <br />J <br />i <br />$O <br />S <br />w <br />ZZZ <br />Q <br />U <br />c6 E <br />O <br />zo <br />WO <br />Zym <br />¢N <br />Z <br />E u <br />1 <br />e <br />O¢ <br />od <br />=° <br />O� <br />N <br />�o <br />wZ <br />tt� <br />ry <br />- <br />0 UY <br />4 O <br />Wm <br />o <br />8' <br />Q W <br />J <br />N <br />ci <br />o. <br />��a <br />�n <br />go <br />�F <br />Uo <br />wz <br />�� <br />�� <br />O <br />co <br />WY <br />o r <br />s� <br />r� <br />d <br />o <br />It <br />Z¢ <br />U?a <br />r <br />N <br />nL <br />W <br />co <br />N <br />�-. <br />O <br />0 <br />N <br />n <br />C3) <br />LO <br />._ z o <br />LO <br />T <br />2 CV <br />�— <br />4i <br />M <br />T <br />M N <br />o <br />z <br />E Q <br />E <br />a <br />U _j Q p <br />JOB <br />NO: 19-5901 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.0 <br />