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a <br />d <br />2' <br />H.B.T <br />A TYP @ 1 <br />S3 STORY <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 113 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />56'-68'-0" —"— — x— �. <br />w z <br />1-STORY 2-STORY w 0- <br />` FOOTING FOOTING 29'-0" " '-O" <br />21-6" x Z-6" x 1'-01, <br />W/ (3) #5's E.W. <br />J TYP @ 2 <br />S6 STORY <br />In <br />■............ �.....�...... �.... <br />----- -I--- <br />�.. �� <br />--------I-- <br />....... ......... <br />......... <br />...... ..............................■ <br />0 <br />0 <br />HVAC CHASE <br />i <br />--- <br />--� --- <br />-- <br />:: -----------i <br />r <br />;t <br />BASED ON <br />LOCATION <br />; • <br />; I <br />I <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR- <br />- <br />o_ <br />I <br />HERNANDO COUNTY ONLY <br />ifl <br />c) <br />Cl) <br />HVAC CHASE I <br />I BASED ON <br />3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />MIL VISQUEEN VAPOR BARRIER �� — -- — — — <br />— r — — — <br />I <br />; : <br />°'I <br />�? <br />I <br />Cl) <br />N <br />• I LOCATION <br />■ . <br />I <br />I I D.W. II <br />r <br />0'-01, <br />I : <br />: ■ <br />I <br />I <br />I <br />- <br />4'-0" <br />— — — — <br />• <br />CJ <br />— — — — <br />— <br />� I III 1 <br />CJ 1 I 10` <br />_ CJ <br />— — <br />CJ <br />— <br />STEPS AS <br />REQUIRED PER <br />a <br />_ <br />_ _=; <br />_� AHU <br />UP TO <br />; . <br />FIELD <br />CONDITIONS <br />I I <br />I <br />■ PROVIDE 1 Y2" RECESS <br />FOR SGD. REFER TO <br />I i II <br />1 I <br />KITCHEN L - - <br />— _ <br />CHASETO —__ <br />ISLAND , _ <br />_ _ _ _ <br />_ <br />�__— <br />- �, - <br />_' 2NDSTUB FLOOR <br />; '. FOR A/C ■ <br />, , , , L , , I ; ■ r <br />- <br />— — — <br />I <br />I MASON'S SLOPE FOR <br />10'-0" <br />ISLAND LOW <br />I WALLS <br />10'-42' <br />2'-34" <br />TOP OF CONC./ PAVER TO BE 4" <br />BELOW FIN. FLRg,,. <br />: ■ SLCP„� <br />WIDTH <br />3,� <br />L <br />-3 1/2" <br />bo <br />n <br />L <br />I <br />I <br />19'-2I <br />SLE <br />OPCO <br />2- <br />S3 <br />iv <br />ca <br />00 <br />S3 <br />I <br />1 <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5's E.W. <br />PROVIDE 32' x 9"�DOOR <br />2'-6" x Z-6" x 1'-Of- <br />W/ (3) #5's E.W. <br />I RECESS FOR FRT <br />(TYP. OF 2) <br />r <br />O■ <br />e .I. . . . . . . .. . . . . . . .� . . . . . . .� . . . . . — . . . . . .� . . . . . — — <br />© <br />O <br />ft <br />- CJ <br />—CJ <br />r <br />� �; <br />--- <br />-- <br />-----------L <br />� <br />■ <br />b <br />I T <br />I <br />G <br />I S3 <br />I <br />I <br />(2) #5 REBAR <br />( <br />co <br />G <br />S3 <br />VERTICALS w/ in <br />FILLED CELL <br />r <br />13 ( <br />; <br />2 STORY <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM W/ <br />• • • • • <br />I+ <br />I 00 <br />(1) #5 REBAR VERT ABOVE SLAB TYP <br />{ j <br />OPT. <br />@ ALL PLACES SHOWN HOOKED FTG. I <br />+ <br />I W <br />DOWELS 5" EMBED W/ 25" EXT. <br />I <br />f 10 0 : <br />LO <br />o? <br />S3 <br />ABOVE SLAB "GRADE 40 STEEL" <br />Ii <br />N { I c�I <br />. <br />I <br />L <br />I <br />&-31l2" <br />I <br />SLOPE <br />I <br />TYP @ 1 <br />STORY <br />I I <br />M; <br />I} <br />1 OPT. DI <br />— — <br />— <br />I <br />N <br />I <br />— CJ <br />° <br />G <br />C14 <br />C <br />I <br />o <br />b� <br />I <br />I <br />"4E� <br />4'-15-64" 5p <br />- <br />I : <br />r- <br />i <br />K <br />I <br />i <br />10 <br />r oo <br />I <br />O <br />co <br />I <br />I : <br />2 STORY <br />21•_22 <br />15--74' <br />6'-32'A. <br />[--� O�_011 <br />\� I <br />• <br />' <br />I I <br />I:• <br />#5 REBAR <br />(2) <br />I <br />o <br />I <br />I <br />{ <br />O(!Do <br />VERTICALS w/ in <br />FILLED CELL <br />O. <br />. • ♦ . . • . . ♦ • . ♦ . . . ♦ ♦ ♦ • ♦ • . . . • • • • • • • • • • • GV <br />• <br />• • • • • • • • • • • • • N <br />• <br />• • . . . • • . . . • . ♦ . . . • <br />. . • . . , <br />-, <br />■ <br />1 11 <br />■ <br />■ <br />■ <br />■ ■ ■ ■ <br />■ <br />■ <br />' <br />A TYP @ 1 <br />S3 STORY <br />1-4, L 6-5�5" L 6-68" <br />WKIN <br />2'-6" x Z-6" x 1'-0" <br />W/ (3) #5's E.W. <br />2-STORY <br />J TYP @ 2 H.B. <br />S6 STORY <br />FOUNDATION PLAN <br />SCALE: %4'=1'-0" <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = T-0" <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />:.; <br />.;: �: <br />�' <br />QUANTITY <br />�;v ; <br />,',•.' <br />#5 X 25" X 25" CORNER <br />�r , r r-, 4• �', r <br />�; _:' <br />'r- <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />-., <br />• •. •, <br />r <br />*"Alternate: <br />The reinf. bars shall be <br />cont. around corner by cold <br />• <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />; <br />1 0 w� \\ <br />�`e <br />• <br />• (. <br />• <br />• <br />� <br />(0 <br />fur <br />A <br />J <br />d C•l <br />�. <br />�'•.•�..F <br />C_ a� , <br />e <br />L .•' <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 />4 <br />co 8 N pip 'o <br />O N # <br />(0 <br />0 O CJ 0 co J J <br />N M m LL LL <br />0 <br />Ili <br />9LL ° LL� a�M <br />W <br />a <br />MC6 z <br />�cii3 aaLY <br />Z <br />a) <br />i <br />�4 m m ° o w <br />z <br />IL LL <br />N Q M z < °F J <br />z <br />°d 1:1OI]13 <br />W <br />Hal <br />z M � <br />� <br />o <br />SO <br />z g <br />o <br />d N <br />E3 <br />N <br />M <br />N <br />z <br />� o <br />� <br />LL <br />4--J <br />•U <br />Vi Y <br />LU <br />Cl <br />O <br />N <br />w FOft <br />c a <br />NNN <br />U O <br />JA <br />wig= <br />� m <br />a 8 <br />z'.. <br />co <br />J <br />W <br />M <br />o H <br />Z <br />� <br />U_ <br />L.L <br />Q E <br />w o <br />o� <br />r <br />Zs <br />Z® <br />N <br />�o <br />C7 C- <br />U <br />aF <br />p <br />)o <br />O <br />d Z <br />z <br />N <br />�Izu <br />¢ o <br />` <br />, <br />c <br />_ c <br />'o <br />v <br />um <br />m o <br />o� <br />Z� <br />>Z <br />fn <br />(� <br />g <br />g <br />�Z <br />0_ <br />a <br />zo <br />N W <br />CD <br />N low <br />ih <br />>_ <br />Mj <br />CD <br />co <br />V <br />w� <br />z¢ <br />a <br />0 <br />E2 <br />>M <br />J <br />L <br />a) <br />m <br />n, <br />W <br />m <br />0 <br />\ <br />O <br />> <br />t= <br />0 <br />O <br />r <br />Nr <br />0LO <br />CV <br />W <br />M <br />o T <br />o <br />z <br />Z <br />:3 <br />E Q <br />y N <br />2 <br />`m <br />�. <br />E <br />U 0 <br />hi <br />Q p <br />c <br />� <br />JOB <br />NO: <br />20-1132 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.0 <br />