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6502 Back Forty Lp
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6502 Back Forty Lp
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Last modified
3/20/2025 6:36:06 PM
Creation date
2/25/2025 9:46:02 AM
Metadata
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Building Plans
Street #
6502
Location
Back Forty Lp
Contractor
Lennar Homes LLC
Building Plans - Permit #
6698
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CONDUIT J I i I LAV 4 LAV <br />N � I II I II II <br />I— — — — — <br />13 <br />�1- Q 9 <br />I I II I I I d <br />O J <br />a <br />- i11 �I it <br />q I E-- 1 4 <br />6 I 11 <br />'v � <br />9'-2-1 I I I <br />r --REF.------------I- - - - - - - - C.J. <br />1 I I� I II <br />___JL JL____Jj <br />Ir-----------------�r---- <br />A I I I 20'-6" <br />II I <br />53 i1 I i i TUB I Cf <br />12 I 17-7 <br />II I ii ii I W/C <br />14'-10" <br />-t II II I LAV <br />�j II I I I <br />r+ I m I L-----J L-----= I _- _---- ---J I --ESL--I----------------- �_� <br />r <br />c I�w <br />4 ii 14 Ili 11 10 I ' <br />I II I K <br />Ili S3 I C <br />[3 u II � <br />K <br />I <br />o i i 4'-8 1/2" I 3 <br />L I WASHER I i ELEV <br />7 �` I (-) 0'-4" <br />x U_ <br />A 1 B I I I~n <br />0 V-0" 31-511 l i I LL r <br />o� <br />'v C 3" L I1--I------- - C.J. <br />Ag <br />Cl r dl 14 <br />A 60 <br />43'-8" 11-8„ X-011 11 A" <br />ELEV - 4'-8" 6'-0" g I B <br />0'-3 1/2" o o <br />_ U_ <br />!=60 <br />a .= 13 L _- B 3 �I I <br />"I — J 9 <br />L3N_ <br />I� <br />1'-8" 16'-0" 1'-8" <br />10'-8" L 19'-4" <br />30'-0" <br />FOUNDATION PLAN (ELEV A <br />1 /411 = 1'-0" <br />0 <br />"v <br />0 <br />-v <br />0 <br />0 <br />-v <br />0 <br />v <br />0 <br />ELEV. AT 0'-0" 8" MIN. ABV. GRADE P <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 />Wf R. <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 />Ia= 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 />10 <br />1/2 DP X 9 1/2 WIDE RECESS <br />20 <br />1 1/2" DP X 8" WIDE RECESS <br />30 <br />1 1/2" DP X 13" WIDE RECESS <br />4O <br />ICE MAKER LINE <br />5o <br />SINK- KITCHEN <br />6o <br />REF <br />7O <br />WASHER <br />8o <br />W/H <br />90 <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 />Q 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 />C <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 111113 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />cM <br />N <br />0 <br />N <br />v <br />00 <br />� <br />Ln <br />.�° <br />w <br />5; ti 4 <br />-< <br />_ <br />O <br />W <br />0 <br />z <br />Q <br />W L 100 U <br />%` ' M� <br />} <br />} p C2 u a <br />A, L W0 2 <br />� � p :8 R < <br />� <br />•N <br />w p <br />IC� <br />N CW <br />0 LI ui W 0 ►- <br />�� _j M�F ZT <br />J� LL 0 <br />I.L U <br />Q <br />?: 0� O(0 <br />n�° 0 0200moz¢� <br />J � <br />I- I- <br />O O <br />a <br />cn�a�u5wWWv5x=¢p <br />Z <br />a�Wp�2ZYomQp¢ <br />LL o p ° a <br />LL <br />!1 <br />C) <br />Z N <br />0� <br />> (n O <br />z <br />�fncMO <br />L0 <br />U) <br />U)LLti <br />z <br />t1') <br />H W (L cyi <br />00 <br />< <br />Z V <br />W <br />W <br />JQ <br />J <br />ill <br />O <br />M <br />O <br />(V <br />O <br />ono <br />\ <br />N <br />I <br />o <br />I <br />' <br />z <br />0 <br />N <br />W <br />o <br />0 <br />0 <br />0 <br />� <br />a- <br />N <br />M <br />� <br />to <br />6 <br />II <br />zZ <br />az <br />w <br />O <br />W <br />U <br />moo <br />U U N <br />L{") -� <br />0 <br />0�� <br />Q <br />C <br />Z <br />a -a <br />Of <br />= <br />~a <br />zox <br />W <br />f1 <br />Q�� <br />. • CO <br />Q <br />0 <br />m <br />ZW04 <br />O <br />• <br />Z <br />az <br />LD <br />F_ <br />C� <br />00 <br />QZ <br />J <br />fl <br />W <br />x <br />z <br />z <br />z <br />Uj <br />W <br />_j <br />C <br />� <br />o <br />LAST PLOT DATE <br />• <br />May 8, 2023 <br />Z 0 <br />J <br />MONOLITHIC <br />FOUNDATION PLAN A <br />
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