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6417 Back Forty Lp
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6417 Back Forty Lp
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Last modified
3/24/2025 11:34:23 AM
Creation date
2/19/2025 8:23:06 AM
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Building Plans
Street #
6417
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
Unknown
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FOUNDATION LEGEND: <br />ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) <br />• 3-1/2" MIN. 2500 PSI CONC. SLAB OVER <br />6 MIL VISQUEEN VAPOR BARRIER <br />• MECH. COMPACTED FILL TO 95% OF <br />MAX. DRY DENSITY <br />• TREAT SOIL W/ TERMITE POISONING OR <br />BORACARE TREATED LUMBER IS AN <br />ALTERNATIVE TERMITE PROTECTION TO <br />SOIL POISONING (TYP) <br />_U_ <br />U� <br />fH --00 <br />LL T <br />S3 ELEV S3 <br />(-) 3-1/2"' <br />30'-0" <br />PA I LL <br />4'-0" 2'-5" T-10" 1. T-9" U 4'-4" 5'-4" I."1 2'-4" <br />2 <br />l JB I t- I S3 v l <br />I I II I ( <br />II <br />"U <br />W <br />I II I <br />U) <br />II <br />0 I <-_06 >I <br />No gI 1 <br />oow a,61 ii I 14 <br />r= N ZI Q I I <br />—N-N — 1 <br />— — — — — — — <br />-- — --- <br />Z)F <br />o I U) a _ <br />_ N U <br />I�Z OC II — <br />11 ii I IliNfn w ii I I <br />ID _ �� I Lu <br />� ------ J I I I I I I I <br />0 j 13 I T7 <br />� j l I II II I I <br />CP <br />I I II II I <br />II II <br />I I I L1 I I I I <br />II II I I <br />II II <br />0 <br />II <br />- L--------- ��-------------JI <br />2'-2 3/8" ---------- ----- �_--- <br />PLUMB. _ _ _ _ <br />- 6'-3 1 /4" — — — 2'-6" — — i — 7-r — — ?� —8'-5 1 /8" — — — — — — — 7'-3 3/8" — - <br />LAV LAV I __ELEC. CONDUIT SINK / ELEC CONDUIT <br />l I i i i----- I I I <br />I it <br />B <br />1 1-9 — II <br />II l <br />I 11 j1 I <br />1 I 1 <br />0 <br />,I lL — — — — <br />- J L I 4-----� <br />---------------------- {__� ��____---_----� I l <br />14 I I 6 ' <br />o ( I I 9'-2" <br />M — — — — — — — — — — — ---REF.--- <br />I <br />ti I IL-___JL _ __ _ JL ' �- �r---------------- r- �I I <br />N 20'-6" --- <br />�I I TUB! <br />17'-7" ! ! 12 u <br />0 W/CI <br />14'-101,1 ! 1 <br />LAVco <br />I li <br />Lt <br />---------------------- - ----- -- ------ <br />------ --- - - - - - -- -- - - -- <br />C) o I 10 11 iil 14 ii w <br />W/H <br />K I <br />., <br />O I S3 ill <br />K 2'-0-0" �c <br />S3 ii AW SHER <br />er I ELEV I it 1 1 I <br />v� ► B <br />1 <br />m I I <br />�o I - <br />c� W I --- -------I-- -------- �L 3" 0; <br />L-------- <br />N i ... <br />CI 0 <br />O °O A <br />O I I N <br />1'-4" 3'-0" <br />lB B 6'-01' 4'_8" <br />� l i 0 <br />14 v I <br />o I I 3 B <br />LO <br />cl <br />°L - <br />J <br />N 2 N > <br />1'-8" <br />16'-0" <br />19'-4" <br />i s <br />FOUNDATION PLAN (ELEV A) <br />1/411 = 1'_011 <br />1'-8" <br />10'-8" <br />O <br />d' <br />0 <br />CV <br />cV <br />ir) <br />0 <br />0 <br />� CV <br />LO <br />0 <br />ELEV <br />0'-3 1/2"' <br />" _U_ <br />U� <br />I_ bo <br />a� <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS IN <br />ACCORDANCE W/ ACI224-3R <br />0 = FILLED CELL W/(1) #5 VERTICAL <br />0 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />A = FILLED CELL W/ (2) #5 VERTICAL <br />C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) <br />(2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS <br />�= WINDOW OPENING ABOVE <br />PLUMBING NOTES: <br />FBC 7TH EDITION (2020) PLUMBING SECTION 604 <br />1. TANK TYPE WATER CLOSET VOLUME <br />1.6 GALLONS <br />2. WATER -FLOW RATE. <br />PUBLIC FACILITIES LAV 0.5 G.P.M. <br />PRIVATE FACILITIES LAV 2.2 G.P.M. <br />SHOWER HEADS 2.5 G.P.M. <br />VTR LOCATIONS ARE APPROXIMATE AND MAY <br />CHANGE DUE TO JOBSITE CONDITIONS. <br />LICENSED PLUMBER TO VERIFY AND HAS THE <br />AUTHORITY TO CHANGE AS NEEDED. <br />O KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />V <br />1/2" DP X 9 1/2" WIDE RECESS <br />1 1/2" DP X 8" WIDE RECESS <br />1 1/2" DP X 13" WIDE RECESS <br />ICE MAKER LINE <br />SINK - KITCHEN <br />REF <br />�7 <br />WASHER <br />W/H <br />UNDER SLAB ELECTRICAL CONDUIT <br />10 <br />LAVATORY <br />11 <br />WATER CLOSET <br />12 <br />TUB <br />13 <br />36" x 60" SHOWER PAN <br />14 <br />CONTROL JOINT <br />15 <br />42" x 42" A/C CONCRETE PAD <br />C FOOTING LEGEND <br />TAG <br />TYPE <br />SIZE <br />REINFORCING <br />C <br />THICKEN EDGE <br />8" x 8" DP <br />(1) #5 CONT. <br />OBj <br />MONO FTG <br />16 x 20 DP <br />(2) #5s CONT. <br />C <br />PAD <br />24" SQ x 16" DP <br />#5s 6" O.C. EA. WAY <br />Jul 21 2023 <br />} <br />yit{oei Review Assist. Inc. Pill,% Review completed and approved <br />t tomptance with the 2028 FBC 9th Edition' <br />IV lebra use gabr PX2300 <br />c') <br />N <br />0 <br />N <br />O <br />m <br />L0 <br />O <br />w <br />Q <br />a <br />W <br />O <br />0 <br />w <br />X <br />0 <br />z <br />Q <br />Q) L 0 <br />/V) <br />W <br />W <br />L <br />'� 0 N <br />U <br />r) <br />m <br />tom' <br />U <br />V <br />-0 <br />M <br />E 'a. <br />C p <br />o <br />rno� <br />_O o <br />O �� <br />.i <br />N <br />(n <br />U <br />w a N <br />W <br />L <br />C) <br />�2a� <br />�W W <br />L'ic)a�J<O����000 <br />W <br />W J W O <br />Caw <br />� <br />Q {a— 1= <br />�O°�ozo0oomZZ�� <br />(nW a- WnW <br />W WUJ= J <br />Z <br />0,zL<<Z <br />Q <br />'zo a� <br />LL <br />O W <br />oW <br />M Y Z Q Q <br />C)oQ <br />I.L¢ <br />W <br />O �QLL <br />i@ <br />CO <br />z N <br />O� <br />> U) O <br />p fn co o <br />J LO <br />W LO <br />� r <br />< V Q 00 <br />z��- <br />z <br />W <br />J O <br />mi_ <br />®® <br />I <br />w <br />� <br />N <br />r <br />N <br />co <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />O <br />co <br />c- <br />O <br />N <br />N <br />p <br />' <br />i <br />M <br />•- <br />N <br />O <br />i <br />i <br />I <br />Z <br />O <br />NLO <br />W <br />O <br />O <br />o <br />O <br />O <br />I <br />I <br />> <br />to <br />"� / <br />♦^ <br />zZ <br />W <br />vJ <br />Q <br />C)ZW <br />W <br />moo <br />-�' <br />0 <br />U <br />U U cn <br />0 <br />Z)z5; <br />goo <br />z <br />a�a <br />O <br />I— <br />u 1 <br />= <br />~ <br />WWLu <br />mF-n <br />41- <br />O=p <br />zp= <br />• <br />U) <br />W <br />0 <br /><�-Z) <br />ZWo <br />C:)V <br />z <br />az'` <br />r <br />Q <br />z <br />010 <br />W <br />z <br />A 1 <br />z <br />z <br />J <br />Uj <br />C)N <br />DO <br />O <br />LAST PLOT DATE <br />N <br />z <br />■ <br />O <br />June 19, 2023 <br />. <br />� <br />MONOLITHIC <br />FOUNDATION PLAN A <br />
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