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I ! I I I. ! I I I L i —L— I I I _ I•g�' 11' , _� <br />t <br />x <br />m <br />0 <br />M <br />L0 <br />V) <br />O <br />0 <br />J <br />O <br />I <br />rr <br />m <br />00 <br />0 <br />LO <br />0 <br /><n <br />Z. <br />0 <br />I <br />LO <br />0 <br />cn <br />J7 <br />c <br />3 <br />C <br />Q <br />N <br />E <br />E <br />c <br />aci <br />i <br />ai <br />LZ <br />N <br />E <br />U <br />i <br />a� <br />i <br />CL <br />•U <br />J <br />N <br />LZ <br />N <br />S <br />0 <br />a <br />c� <br />0 <br />LO <br />45 <br />0 <br />Q <br />m <br />c <br />d <br />TYP @ 2 STORY <br />(SEE JJ/S6 FOR J <br />STEM OPT.) S6 <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />TH.B. <br />■ <br />■ <br />■ ■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ ■ <br />---o — — — <br />----- <br />— 17 <br />-r — <br />— 7---VERi <br />%A+ieW------- <br />ELECT <br />ICAL PANEL I <br />or I i <br />(2) #5 REBAR <br />VERTICALS w/ in <br />01-01, <br />I <br />( <br />I <br />FILLED CELL <br />°° <br />:: <br />2 52 I <br />■ <br />_ <br />T'! <br />I <br />( GG <br />I CC W/O <br />S3 UPLIFT <br />J <br />S3 <br />o <br />S3 <br />PLUMBING <br />I <br />I <br />PLUMBING <br />I <br />TYP @ 2 STORY <br />STACK —:7** .....: <br />I STACK <br />U.N.O. (SEE JJ/S3 I <br />I• • <br />I <br />I <br />I <br />I nn <br />SLOPE , FOR STEM OPT.) i <br />T-2" <br />N4-T—T— <br />CJ <br />( <br />I <br />N <br />— — — <br />— —— — <br />16'-7" <br />I <br />CO <br />Cl) <br />4'-0" <br />26-6" <br />21'-6" <br />■ <br />20,-44" <br />— <br />I <br />6'-14" <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />RANGE <br />I <br />I <br />_ _ <br />1/8":1'-0" <br />I HERNANDO COUNTY ONLY <br />2'-6" x 2'-6" x V-0" <br />SLOPE <br />c <br />3-1/2" MIN 2500 PSI CONC SLAB OVER <br />W/ (3) #5's E.W. <br />I 6 MIL VISQUEEN VAPOR BARRIER <br />I <br />I_ I <br />a <br />(2) #5 REBAR <br />Q <br />CD <br />CN <br />in <br />L <br />M <br />S3 13'-11" <br />2'-6" S-04" <br />O 2' 1„ <br />4'-8"1. <br />( <br />2' 6" M2 <br />VERTICALS w/ in <br />I FILLED CELL <br />S3 <br />I 4 <br />L_ — — <br />I <br />K <br />STUB UP TO S3 <br />2ND FLOOR <br />o <br />9 <br />PROVIDE 1 Y2" RECESS <br />FOR SGD. REFER TO <br />SINK W/ <br />DISP — <br />— — <br />I <br />I <br />I rl <br />D.W. <br />O� <br />■ <br />■ <br />MASON'S SLOPE FOR <br />I WIDTH <br />I I <br />j CHASE TO <br />ISLAND <br />W.H. <br />FOR A/C <br />STEPS AS <br />— , <br />REQUIRED <br />b` - <br />I <br />4 _ _ _ _ — _ _ _ <br />I <br />N — <br />— — — — — <br />PER FIELD <br />_ <br />— — <br />L — — — — — _ — — <br />!.y' .. <br />1 <br />c> <br />CONDITIONS <br />I <br />_ <br />J� 0._01 — ` _ _. ::: <br />y�'.'.�'..'.�'..'.� �'.'. ■ Lt-01 ■ <br />■ <br />( 19'-54" <br />T-04,. <br />// <br />15'-6" <br />— - 5 �, „ <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />I KITCHEN ^I'° <br />/ <br />�' /' �' <br />/ <br />' I� <br />PROVIDE Y2"x9Y2" <br />RECESS FOR FRT. DOOR <br />j <br />-4"� <br />1/8":1'-0" <br />I <br />o <br />ih <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />ISLAND LOW (9 <br />°O <br />�'/' <br />' <br />Cl) <br />SLOPE <br />in <br />00 <br />TOP OF CONC./ PAVER TO BE 4" I <br />WALLS <br />/' /'/ <br />L <br />L, <br />TYP @ ALL PLACES SHOWN <br />/ / ��' /� �' <br />L-- <br />BELOW FIN. FLR. <br />S3 <br />HOOKED FTG. DOWELS 5" EMBED <br />W/ ABOVE "GRADE 40— <br />/' / /� �' r— — — <br />■ <br />25" EXT. SLAB <br />STEEL" <br />I 20' 44" <br />/ /' /'/ <br />3'-7Z' r3'-7Z' <br />I <br />■ <br />14'-44" <br />TYP @ 2 STORY <br />/ <br />' <br />I I <br />N <br />4'-8" <br />c? <br />��— <br />�� <br />— <br />G <br />I <br />- <br />I <br />— <br />S3 <br />I <br />2'-6" x 2'-6" x 1'-0" <br />■ • / / / i <br />I <br />r <br />W/ (3) #5's E.W. <br />/ <br />I <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5's E.W. <br />I I GG <br />S3 <br />GG I <br />S3 <br />I <br />2 <br />CV <br />`n <br />o <br />' <br />HVAC CHASE <br />°' <br />I <br />10'-0" <br />-■ <br />gg STORY <br />/ <br />ON CATDION <br />LOCATION <br />I I <br />Zo <br />I <br />I <br />I <br />I <br />co <br />AC PAD AC PAD <br />— ----- — — — <br />— --- <br />— —L — <br />— — I� <br />— <br />— <br />— — — --- — <br />r` <br />H <br />r' <br />................ <br />I <br />.......... <br />...... <br />, •■ <br />r' <br />■ ■ <br />■ <br />■ <br />■ ■I <br />■ <br />■ <br />■ ■ <br />H,B., <br />T-O" <br />6'-4" <br />to <br />TYP @ 2 STOR J <br />S6 <br />04 <br />FOUNDATION PLAN - ELEV-B1 <br />SCALE: %4"=V-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE <br />STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. <br />THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED <br />2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE <br />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 />Llt <br />L, <br />Cl- <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />•,� ij <br />�; <br />#5 CONTINUOUS <br />. <br />•'' <br />"�- <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />' <br />HORIZ. REBAR, TYP. <br />,; <br />U.N.O. <br />• <br />�_ <br />"Alternate: <br />The reinf. bars shall be <br />cunt. 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 />N <br />N <br />N <br />CD <br />� UJ <br />O <br />a cm <br />r <br />cJ CO- c <br />C O Q.) N <br />N 9 N t <br />to y C � <br />67 <br />tN fl <br />C <br />fCl p <br />1 `V:,` r <br />V <br />a,•tlifit � <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />co <br />.. <br />j, <br />W N r <br />C <br />O <br />N # LL <br />aj M 7 J <br />Q C U_ J W <br />� J U_i� a <br />a <br />Z morn <br />v <br />_ <br />y o O <br />W � 'Fa O <br />W CS2,Q' m <br />- <br />N ZLL <br />N J <br />< <br />OU Q <br />Z <br />W ElE <br />z <br />z N <br />z g :* <br />Q <br />J — <br />d � <br />— N <br />N z � <br />� a <br />� LL <br />a--+ <br />W <br />U <br />0 w s <br />V) c <br />v <br />w <br />_M 8 <br />c <br />�Q <br />Q N � <br />o <br />J <br />w <br />M <br />z <br />U_ <br />i Eg <br />E OU <br />Z 0 <br />wLL <br />) N <br />_® <br />oa <br />Z <br />N <br />C <br />O <br />N <br />�0 <br />XU <br />U <br />26 <br />z <br /><p <br />UO <br />pU <br />a z <br /><o <br />sw <br />� <br />_ <br />Cn <br />�01 <br />U <br />m� <br />F p <br />Z <br />Z <br />J <br />N m <br />¢'• <br />Q W <br />(n <br />z Z <br />Z <br />ao <br />�� <br />�w <br />WQ� <br />� <br />o <br />JW <br />WF <br />�o <br />CDa <br />zla <br />� <br />�U 3 <br />C O <br />0 <br />y <br />LO <br />LO <br />tT <br />E <br />Q <br />0 <br />aO <br />co <br />N <br />T <br />Y <br />�' <br />T <br />Y04 <br />M <br />W <br />m <br />Ln <br />¢I <br />N <br />O <br />N <br />'— <br />LO <br />O <br />Q <br />MLO <br />M <br />r <br />E <br />c O <br />o <br />Z <br />cc <br />Z <br />iii <br />E d' <br />m <br />a <br />o a «? <br />U 0 'a p <br />c <br />JOB <br />NO: 22-06462 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.0 <br />