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39831 Harmon Grove Ct
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39831 Harmon Grove Ct
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Last modified
3/4/2025 2:06:00 PM
Creation date
2/19/2025 10:23:13 AM
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Building Plans
Street #
39831
Location
Harmon Grove Ct
Contractor
Lennar Home
Building Plans - Permit #
1642
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NOTE: <br />WHEN A/C UNIT REQUIRED TO BE <br />ABOVE FFE PLEASE PROVIDE <br />CANTILEVER PLATFORM - PROVIDE <br />(1) #5 IN GROUT FILLED CELL AT <br />EACH BRACKET. ALL CELLS TO BE <br />FILLED SOLID W/ GROUT. <br />eo <br />V <br />M _ F- <br />ILL 9 <br />U <br />S3 BO A7 <br />ELEV (-) 0-Ah <br />0'-3 1 /2" <br />30'-0" <br />6' X 3' <br />1 <br />4'-8" <br />5'-4" <br />I <br />3'-4" <br />3'-4" <br />3'-2" <br />6-2"I <br />5'-0" <br />1 <br />l <br />1 <br />1 <br />2'-0" <br />1 <br />HB <br />Q <br />4 <br />13 Q <br />13 <br />cl Q <br />1 <br />9 <br />F—2 <br />I <br />B 1 <br />II <br />1 <br />� <br />I <br />1 <br />o <br />I <br />CV <br />N <br />1 <br />1 <br />I <br />,] <br />13I <br />I <br />1 V-21111 <br />-7 <br />7.3 <br />SINK <br />-- <br />I <br />LAV <br />AV <br />C.J. <br />L _-� <br />4 <br />— — — — <br />— <br />--------------- <br />—1-- <br />L <br />__J I <br />M I <br />6 <br />6 <br />• 9 s^ 'd <br />0 o II <br />I <br />I <br />I <br />II <br />I <br />cl <br />ui <br />o0 <br />15'-3 3/8" <br />5 I <br />5'-3 1/2" <br />I <br />I <br />� <br />\ \ <br />CC <br />D---_-_ <br />`V— <br />I � <br />1S3 <br />I- <br />0 <br />I <br />I <br />II <br />II <br />N <br />I <br />10 II <br />13 <br />8 <br />I <br />ELEV. <br />II <br />1 �4 <br />1 <br />o <br />I <br />' 0'-4 <br />11 <br />I <br />I ILL <br />UC.J. <br />I ii <br />I <br />w <br />I <br />m <br />2- <br />" <br />I <br />13 <br />^cc <br />I <br />S3 <br />10'-8" <br />9'-10 <br />7/8" 1� <br />I II <br />zo <br />C.J. <br />I <br />III <br />`t <br />_ <br />M <br />13 <br />---------- <br />--- <br />-- <br />13 <br />ij <br />rn <br />II <br />XN <br />I <br />I <br />[,—OB <br />� <br />L <br />J <br />I <br />C� <br />1 <br />0 <br />CD <br />I <br />(� <br />J <br />I <br />00 130 <br />60 <br />S3 <br />I <br />1 <br />3.1„ <br />1 <br />3,_5,. <br />1 <br />1 <br />9 <br />13L <br />03 <br />66 <br />0 <br />6 0 <br />1'-10" <br />10" <br />16'-0" <br />10 <br />1'-10" <br />1 <br />1 <br />7'-4" <br />1 _4" <br />21'-4" <br />8'-8" <br />30'-0" <br />1 <br />FOUNDATION PLAN - ELEVATION B <br />1 /411..= 1 1-011 <br />ELEV <br />(-) 3 1/2" <br />A7 = ILL <br />9 t- 50 <br />a� <br />v <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 />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS <br />IN ACCORDANCE W/ AC1224-3R <br />p = FILLED CELL W/(1) #5 VERTICAL <br />0 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />C = FILL CELL TO ONE COURSE ABV PIPE <br />(NO REBAR) <br />(2) 24" #5 REBAR PLACED DIAGONAL <br />AT CORNERS <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 />10 KEYNOTE LEGEND I <br />KEYNOTE <br />0 <br />IN <br />ANNOTATION <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 />WASHER <br />W/H <br />UNDER SLAB ELECTRICAL CONDUIT <br />LAVATORY <br />WATER CLOSET <br />42" x 42" A/C CONCRETE PAD <br />BEARING WALL <br />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 />I`Bj <br />MONO FTG <br />20" x 20" DP <br />(3) #5s CONT. <br />C <br />PAD <br />24" SQ x 16" DP <br />#5s 6" O.C. EA. WAY <br />D <br />MONO FTG <br />16" x 12" DP <br />(2) #5s CONT. <br />ym, <br />61 <br />V) <br />0 LO n <br />�? <br />E <br />o <br />L <br />co c' <br />N <br />U <br />-00 <br />m <br />E. <br />0 <br />E'0 <br />Oro <br />Q <br />�} <br />u�� <br />N <br />V <br />Lu QN <br />E� <br />c <br />7� <br />L. <br />a <br />o 0 <br />o <br />V <br />0LLj w0H <br />W W LU ��2YZ~¢ = z�gW 0_j0 < fn �XJZLL¢q�Ua <br />p <br />QQU� ?o0LLoZ2oo�Q <br />a(nOE2OomZ <br />ZLuu)w Z <br />cy <br />ZaLLJ Of Uo <br />aa7z_ <br />LL owggwma <br />O¢ oZ0 <br />LL ¢u- <br />f <br />w <br />O <br />O <br />N <br />OW <br />I— <br />H � O <br />0 `M O <br />d � <br />(n J <br />� V) N <br />Q LW Q Ln <br />00z�la— <br />W <br />w <br />1.O <br />J <br />LO <br />0 <br />0 <br />LO <br />o: <br />a <br />z <br />W <br />0 <br />0 <br />w <br />0 <br />z <br />Q <br />CCa DD o0 O O O r <br />N N N N <br />0 0 0 0 0 0 0 <br />N N N N N N N <br />O Op cV A <br />N N o r r <br />o o <br />r rn o 0 o cv <br />O O O O r r O <br />Oo O <br />O r 0 0 0 0 0 0 <br />i r N cM 'q, U-) CO I,- <br />z z <br />z0 <br />LLI� W U)WUI~--0 <br />Q goo <br />r� LU M <br />Oa=Q <br />LO W <br />Z Z Lu <br />LLJ �m0Z <br />21-=z <br />�ZJ <br />Q <br />�2z�rl azz <br />Og�v <br />Q 00 U) Z Z <br />z rl, �QO <br />■ z U <br />Q <br />0 V � <br />0 <br />m <br />z <br />z A 1 L4 <br />Lu � <br />0 <br />L0 LAST PLOT DATE <br />N Feb. 9, 21 <br />z 0 FOUNDATION <br />_I PLAN B <br />
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