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6195 Back Forty Lp
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6195 Back Forty Lp
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Last modified
3/20/2025 7:51:04 PM
Creation date
2/18/2025 4:28:04 PM
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Building Plans
Street #
6195
Location
Back Forty Lp
Contractor
Lennar Home
Building Plans - Permit #
6086
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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 />0 <br />0 <br />O <br />V' <br />0 <br />0 <br />v <br />0 <br />v <br />0 <br />Co <br />0 <br />N <br />0 <br />v <br />Irm <br />ME <br />= LLLL <br />Uz- <br />H bo <br />ELEV <br />30'-0 (-) 3-1 /2" <br />4'-0" 2'-5" T-10" T-9" 4'_4" 64" 2'-4" 4'-0" <br />A 15 <br />d 0 0 i0 <br />I <br />B I I M 2 B <br />Cl I I S3 t <br />I I II I I <br />II <br />F_ <br />I V- <br />cl <br />It <br />I II <br />�Z <br />�o No gl <br />��_ .I <br />~ I I 14 <br />- _N C`_cN.i zl o <br />_ ---- = -I-1 F L) ----- <br />�I ' J U I I <br />-' Z of <br />N <br />L)(� F <br />11 I II II <br />J <br />------------ I W I t <br />13 <br />II III II I I t <br />I III �I I <br />u II I I <br />I II I� I <br />- II II I <br />II II <br />-L-- -----, I Z.> I I I I 14 <br />2'-2 3/8" ---------- ----- --- --- r----zi <br />PLUMB. <br />II II II <br />�7— -6-3 1 /4" — — — 2'-6? — r- — T+ — 77 — — Tr —8'-5 1/8 " — — — — — — — T-3 3/8" — — <br />LAV LAV <br />L ELEC. CONDUIT SINK / ELEC CONDUIT <br />II II �I <br />I II I �I <br />I <br />9 .;I <br />---- I o 'I <br />I I I I I Ir <br />II I I <br />Cl I I I t <br />L----- <br />II I 6 1 <br />I 14 I II <br />—-------- — — — — — — ---REF.---�� <br />rr-_rl <br />I II II <br />II II <br />----�r ---- r-----rl <br />20'-6" I I I I <br />ITUB! <br />17'-7"1 12 u l <br />W/C <br />I II I I II <br />14'-10" l <br />I I II <br />LAV r <br />I it I I II <br />Li <br />lL------------------------5�--- L--- ----- --------'L-----J m <br />-------------------- <br />C <br />8 10 11 ill 14 ii w <br />I jj II � <br />K <br />/H C I S3 <br />I II <br />K LIT It <br />2' 0" <br />S3 I AW SHER <br />I II I' J <br />ELEV ,�,X <br />_ U- <br />I lt!177 <br />7 ,t �� <br />l �� I ii B 1 <br />T-5" <br />-- N-------I---------- ;;L <br />3" <br />------ = 1 <br />o <br />I I <br />I <br />I <br />14 <br />L <br />0 <br />v <br />m m* . pammegm <br />'4' L T-0" L V-8" <br />6-0" <br />4'-8" <br />V-8" 16-0" 1'-8" 2'-0" 6'-8" T-0" <br />19'-4" 10'-8" <br />30'-0" <br />FOUNDATION PLAN (ELEV B <br />1 /4" = 1'-0" <br />0 <br />v <br />0 <br />O <br />N <br />CV <br />in <br />0 <br />0 <br />v <br />0 <br />It <br />00 <br />EO <br />0 <br />Ln <br />o <br />ELEV <br />0'-3 1/2" <br />U� <br />t=80 <br />a - <br />FOUNDATION LEGEND: <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN <br />ACCORDANCE W/ AC1224-3R <br />0 = FILLED CELL W/(1) #5 VERTICAL <br />® = 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 />m= 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 ANNOTATION <br />1/2" DP X 9 1/2" WIDE RECESS <br />1 1/2" DP X 8" WIDE RECESS <br />3O 1 1/2" DP X 13" WIDE RECESS <br />4O ICE MAKER LINE <br />SINK - KITCHEN <br />�6 REF <br />WASHER <br />8 W/H <br />UNDER SLAB ELECTRICAL CONDUIT <br />10 LAVATORY <br />11 WATER CLOSET <br />12 TUB <br />13 36" x 60" SHOWER PAN <br />14 CONTROL JOINT <br />15 42" x 42" A/C CONCRETE PAD <br />C FOOTING LEGEND <br />TAG TYPE SIZE REINFORCING <br />t`A1j THICKEN EDGE 8" x 8" DP (1) #5 CONT. <br />C MONO FTG 16" x 20" DP (2) #5s CONT. <br />C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY <br />APR 0 8 2023 <br />r <br />4irtuai Review Assist, Inc <br />P�.ans u views completed and approved <br />compliance wvii.h the 2020 E9C 7th Edition <br />aV !.ioh "l ,�nne t� -llr 4X2't)0 <br />M <br />04 <br />M <br />FL <br />- ^ ; <br />Lo <br />Co <br />Lo <br />I. <br />W <br />Q <br />i <br />I <br />L <br />> �O � <br />U <br />_W <br />cq <br />N <br />V <br />-0 -b - <br />2 M <br />2 O <br />� <br />Z)° <br />O LL 8 <br />� g <br />9 Q <br />.Ns <br />w� <br />:. <br />^` <br />QN <br />cO M <br />W <br />L <br />O CO <br />a <br />0LLj uj WOH <br />Lu W 8Q 0 -< ���z� <br />z <br />C� W Lr�� JCoO��0W000W JO <br />Q U aox z0 o 00 <br />Q f— Cycn°�1rozoWoomZz L <br />0 �noajinIWWc5xW¢px_j <br />C1 0 Z -j < WQOZWZOWUOCL <br />LL < Lu ��F �Y23QQ Q <br />oW o 0<<X <br />W a O F- W <br />O <br />O <br />Z 04 <br />O� <br />o <br />0 u) M o <br />J U? <br />� z < W � � <br />c'M <br />Z U <br />W <br />W J� <br />N <br />O <br />0 <br />N <br />O <br />0 <br />N <br />M <br />0 <br />N <br />M <br />0 <br />N <br />M_ <br />}. <br />' <br />O0—) <br />—0N <br />N <br />I <br />N <br />� <br />1 <br />' <br />z <br />NL0 <br />� <br />W <br />> <br />o <br />0 <br />N <br />0 <br />M <br />0 <br />0 <br />I <br />' <br />MCr <br />CO <br />ZZ <br />Q' <br />O <br />W <br />zW <br />moo <br />O <br />U <br />()oo <br />y <br />L <br />F— <br />Z <br />=)Z> <br />p W — <br />0 <br />X=< <br />C) <br />x <br />F- <br />Lr) <br />= <br />m = W <br />V <br />p?p <br />T-1 <br />ZO= <br />W <br />O <br />Q�� <br />Zoo <br />(� <br />Z <br />U <br />aZLL <br />Z <br />e. <br />cl � <br />z <br />_-� <br />F=- <br />O <br />U <br />0 <br />� <br />� <br />tr <br />Z <br />A 1 <br />Z <br />w <br />W <br />J <br />N <br />N <br />O <br />> <br />LAST PLOT DATE <br />cli <br />Z <br />. . <br />A.—i <br />O <br />J <br />MONOLITHIC <br />FOUNDATION PLAN B <br />
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