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3 <br />2 <br />m <br />00 <br />M <br />In <br />L0 <br />i <br />v <br />tCr <br />0 <br />J <br />0 <br />0 <br />M <br />tY <br />m <br />00 <br />0 <br />In <br />L <br />0 <br />a <br />L0 <br />s <br />a <br />0 <br />N <br />L <br />v <br />U3 <br />..tto <br />C <br />a <br />M <br />O <br />i <br />d <br />a <br />E <br />0 <br />S <br />v <br />c <br />J <br />y <br />N <br />M <br />E2 <br />41 <br />0 <br />U <br />y <br />0 <br />a <br />0 <br />O <br />O <br />N <br />r7 <br />N <br />O <br />0 <br />0 <br />a <br />rh <br />N <br />O <br />N <br />N <br />0 <br />tz <br />Cn <br />0 <br />6'-4" <br />6'-0" 1. 3' <br />T-1 <br />TYP @ 2 STORY <br />(SEE JJ/S6 FOR J <br />STEM OPT.) S6 <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />A <br />+H.B. <br />■ <br />IN <br />I IN I ■ <br />■ <br />■ <br />■ ■ <br />■ <br />■ ■ <br />T <br />I - V ER <br />9— EA:F40l —I <br />eo <br />"' <br />ELECT <br />ICAL PANEL I <br />r <br />u, <br />_ _ <br />_ - <br />_ _ _ _ _ J_ ilk <br />I <br />I", <br />I <br />(2) #5 REBAR I <br />C, <br />1 <br />I <br />I <br />- <br />I I <br />VERTICALS ! in <br />FILLED CELL <br />00 <br />0'-0„ <br />I <br />\ <br />I <br />I <br />2'-52'I <br />I <br />■ <br />01�2��? <br />I <br />i GG <br />I W/O <br />SCC <br />3 UPLIFT <br />S3 <br />S3 <br />J�PLUMBIN G <br />I <br />_ <br />( <br />I PLUMBING <br />TYP @ 2 STORY <br />r <br />STACK <br />U.N.O. (SEE JJ/S3 <br />FOR STEM OPT.) I <br />SLOPE <br />T-2" <br />CJ <br />-3 1 /2"� N <br />I I <br />............................ <br />4'-0" <br />26'-6" ' <br />21'-6" <br />■ <br />I <br />3-1/2" MIN 3000 PSI CONC, SLAB FOR <br />RANGE <br />r <br />1/8":1'-0" <br />I HERNANDO COUNTY ONLY <br />2'-6" x 2'-6" x V-0" <br />u- <br />I <br />I <br />`SLOPE <br />3-1/2" MIN 2500 PSI CONIC SLAB OVER <br />W/ (3) #5's E.W. <br />�I <br />6 MIL VISQUEEN VAPOR BARRIER <br />( I <br />(2) #5 REBAR <br />o <br />CD <br />N <br />"� <br />L <br />M <br />p 2'-42" <br />�- I <br />I M24 <br />VERTICALS w/ in <br />S3 <br />S3 13'-11" <br />2'-6" 3'-04" <br />4'-84' <br />2, 6„ <br />I FILLED CELL <br />I 4 <br />L_ �— <br />I <br />K <br />STUB UP TO S3 <br />o <br />0 <br />PROVIDE 1 %" RECESS <br />SINK WI <br />DISP - <br />- ` <br />I <br />1 r1 fir(-7 �� <br />FOR SGD. REFER TO <br />MASON'S SLOPE FOR <br />WIDTH <br />I D.W. 1111 -) 11 0 III <br />IIIL JL JII <br />L JIB <br />1 I <br />CHASE TO ( <br />ISLAND <br />W H \ <br />\ N <br />I <br />2ND FLOOR <br />FOR A/C I <br />■ <br />STEPS ASI <br />■ <br />REQUIRED <br />_ _ _ _ _ -nI <br />- <br />_ _ <br />\L�-- <br />— — — — — <br />� <br />o <br />I <br />I <br />— — — —� <br />PER FIELD <br />— — — <br />L — — — — — — — — — <br />%.y' <br />co <br />CONDITIONS <br />I — <br />— — <br />__ _ <br />J� 01_0r - _ _ :::� <br />. y�'.'.�'.�'.�'.�'.� .�'+'.'. L'.' ■ �� ■ ■ <br />' <br />15'-6" <br />5'-4" <br />INDICATES FILLED CELL w/ 3000 PSI <br />1 KITCHEN <br />' / <br />�' / / /'� <br />' /' ��� <br />1 <br />PROVIDE /2 x 9PROVIDE / o <br />RECESS FOR FRT. DOOR <br />4 O <br />0' I <br />o <br />i� <br />ih <br />CONC. GROUT FROM FT. TO BEAM <br />W/ #5 REBAR VERT ABOVE SLAB <br />ISLAND LOW F <br />00 <br />/ / <br />SLOPE <br />00 <br />TOP OF CONC./ PAVER TO BE 4" I <br />(1) <br />WALLS <br />/'� <br />7 <br />TYP @ ALL PLACES SHOWN <br />/'_ /� /' <br />1— <br />BELOW FIN, FLR. <br />S3 <br />HOOKED FTG. DOWELS 5" EMBED <br />"GRADE <br />��' /� /' ('— — — <br />■ <br />W/ 25" EXT. ABOVE SLAB 40 <br />°cq <br />STEEL" <br />20'-44' <br />''�/ <br />// I r <br />T-72' 3'-72" <br />I <br />14'-44 I ■ <br />TYP @ 2 STORY <br />/ / <br />I <br />r <br />fi� J <br />sv <br />�' <br />S6 <br />/ <br />/ y / <br />I' _ <br />t° <br />GG <br />I <br />2'-6" x 2'-6" x 1'-0" <br />W/(3)#5'sE.W. <br />/ <br />'/' ^ <br />I <br />I s3 I <br />1 <br />i� <br />■ /''/ <br />J I <br />( - <br />I <br />2'-6" x 2'-6" x V-0" <br />I <br />I <br />L <br />(9 <br />- <br />M <br />' / <br />W/ (3) #5's E.W. <br />ba <br />I <br />I <br />I GG <br />GG <br />23 I <br />cv <br />'- <br />I <br />L <br />o <br />- <br />( S3 <br />HVAC CHASE <br />1 <br />I <br />0-0 I <br />S6 STORY2 <br />V V <br />BASED <br />LOCATION <br />I <br />I `D <br />I <br />I <br />■ <br />I <br />M <br />AC PAD AC PAD <br />— — -- -- —— <br />I <br />..... Ij <br />..... <br />H.B.+. <br />TYP @ 2 STOR <br />J <br />S6 <br />FOUNDATION PLAN - ELEV-Bl <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 />-) ` Q <br />121- <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />.',_•� ` <br />REINF. SEE FND. FOR <br />° <br />QUANTITY <br />:':.4' <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />;rt�.�.' <br />U.N.O. <br />. . <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" = V-0" <br />CoJ <br />C= <br />C%j <br />Cos) . c, <br />c' <br />N CUa <br />C. �o <br />.0 <br />c <br />m� <br />'Q��� <br />�"fie ♦ky\ ��e���� <br />�• <br />Qj <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />W vE <br />AN AWL <br />Q p OM J <br />q N O <br />N O Cr U ' <br />O C9 N <br />5LO9 <br />r- r- '0 10 J <br />M M of 2s2s # LL <br />LL <br />5 <br />5 a- <br />V JAIL <br />z -� C <br />L0 N <br />CL <br />o <br />W 0 <br />0 T <br />z NZ <br />IL <br />N O U U <br />Z <br />W E10 <br />C7 co <br />N co <br />�o <br />z � N <br />z � � <br />J — <br />o_ <br />N <br />M <br />U) <br />� z a <br />Cz <br />0 0 <br />lL <br />1 , <br />f6 W <br />� <br />U <br />0 <br />YZN c <br />in <br />U <br />W J <br />E <br />t0 <br />z <br />¢ <br />m <br />N <br />�� <br />O <br />w <br />M <br />0 <br />G <br />U- <br />F <br />a <br />=-o <br />oLL <br />wz <br />Z® <br />O E <br />2� <br />&¢ <br />00 <br />oQ <br />o ro <br />w- <br />wz <br />cn <br />a <br />¢o <br />m� <br />'0 <br />z <br />W <br />m J <br />om <br />a <br />>z <br />aw <br />�z <br />W <br />co <br />O <br />z <br />gaO <br />m <br />¢ ¢ <br />F K <br />0 <br />T <br />_ <br />�O <br />WF <br />n <br />O <br />u1 <br />L.L <br />L <br />'n L• <br />t0 <br />/ <br />i <br />CO U , <br />=)T— <br />L0 <br />Cr <br />W <br />U Q� <br />m <br />�.1 J <br />'I^ <br />}+ v ) <br />0 co <br />(6 CD <br />N N <br />L.n <br />T- <br />EM <br />� <br />o <br />Z <br />co <br />Z <br />n <br />E a�vi <br />m <br />c <br />a <br />U Q 0 <br />c <br />� <br />JOB <br />NO: 23-00527 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />-H - I - ---- - - - I I III[, 1 1 -T - I, w ILi P I � 1 1.111 1 . il I hi I I I I I I I — I I -- - i <br />