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6330 Beverly Hills Dr
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6330 Beverly Hills Dr
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Last modified
3/21/2025 9:38:21 AM
Creation date
2/19/2025 12:52:04 PM
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Building Plans
Street #
6330
Location
Beverly Hills Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
4644
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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 (rYP) <br />CM <br />LO <br />0 <br />v <br />0 <br />;r <br />O <br />st <br />9 <br />J <br />F_ <br />IT M <br />0 <br />;t <br />0 <br />v <br />0 <br />0 <br />v <br />0 <br />v <br />w <br />IN <br />ELEV. <br />(-) 0'- <br />U <br />aao <br />= <br />U <br />r <br />H <br />-o`o <br />a <br />r <br />ELEV <br />L <br />(-) 0'-3.112" <br />S3 <br />8'-8" <br />6 -0 <br />15 -4 <br />2'-10" <br />T-0" T-2" <br />5'-4" <br />3'-4" T-6 3/8" T-10" <br />2'-5 5/8" 2'-6" <br />( <br />Ot <br />o <br />I <br />A <br />2,-0„ <br />in <br />g <br />HB <br />_ <br />DI a 135ID 100 ID <br />xn� <br />2 <br />I D <br />� <br />� <br />c� <br />^GG <br />S3� <br />S3 <br />13'-2 3/8" <br />� BRG WALL <br />(V <br />J <br />_ <br />O <br />, <br />cn <br />co <br />of <br />m I <br />I <br />— 13 I 13 <br />GG <br />I <br />IW <br />I S3 I <br />o <br />� <br />-- <br />I L D- <br />J <br />13 I <br />C.J. <br />z <br />—-------- <br />— <br />--- <br />14 <br />o <br />B <br />15'-5" <br />SINK \ ELEC L <br />a <br />n -------1------- <br />- <br />I <br />_ _ _ _ _ _ _ _ _ _ _ I F <br />---------- <br />1to <br />_ <br />0 <br />II <br />II <br />II <br />II <br />II <br />II <br />I <br />II <br />I <br />O <br />�I <br />I l <br />6-2 3/4„ <br />Cl <br />O <br />SHWR <br />5 ii <br />o <br />I <br />I <br />c0 <br />111 <br />- <br />z <br />I <br />O "OZ�-- <br />I <br />- <br />- --- <br />4 II !} <br />-v r <br />- <br />q <br />14'-6" <br />REF <br />1 i ofin CC <br />I <br />°' ' <br />u') <br />II i o S3 I <br />4' .2 5/8" <br />i i <br />6 � v=i <br />WALL <br />-- <br />13IIIIiI <br />Co- <br />It <br />-L-L <br />�—BRG <br />DG <br />BOLLARD <br />S <br />D <br />III <br />1� <br />C.J. <br />P <br />ELEV. <br />001- <br />8N <br />0 <br />IIII <br />�0 <br />SJE <br />00 <br />-1 <br />CC <br />o <br />liaQ <br />S3 <br />B <br />� <br />I <br />I <br />13 <br />ui <br />m I <br />I <br />0 <br />0 <br />N <br />— C.J. — <br />— Q <br />9'-10 7/8" 9,-4„ <br />Z <br />I^ <br />co <br />00 <br />I <br />I <br />SEE DETAIL D/S3 I <br />B <br />1 <br />FOR <br />FRAME WALL <br />— 13 L <br />TO CMU i <br />I <br />o <br />CONNECTIONS <br />v <br />I o <br />00 <br />0 13 <br />00 <br />I o <br />I <br />— <br />I U <br />J <br />S3 <br />3'-0" <br />V-11" 3'-5" <br />B <br />I <br />A <br />8" <br />I <br />3 <br />HB <br />-o <br />v <br />A <br />M <br />O <br />C <br />10602323 <br />iv <br />101 C <br />8'-8" <br />16'-0" <br />1'-4" <br />10'-0" <br />20'-0" <br />30'-0" <br />FOUNDATION PLAN (ELEVATION A <br />1 /4" = 1'-0" <br />FOUNDATION LEGEND: <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) <br />IN ACCORDANCE W/ ACI224-3R <br />1 = 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 />O = 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 />0 KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />O <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 />40 <br />ICE MAKER LINE <br />O <br />SINK - KITCHEN <br />60 <br />REF <br />70 <br />WASHER <br />O <br />W/H <br />O <br />UNDER SLAB ELECTRICAL CONDUIT <br />10 <br />LAVATORY <br />11 <br />WATER CLOSET <br />12 <br />42" x 42" A/C CONCRETE PAD <br />13 <br />BEARING WALL <br />14 <br />(3) BUC W/ H174 ON BOTTOM <br />O FOOTING LEGEND <br />TAG <br />TYPE <br />SIZE <br />REINFORCING <br />THICKEN EDGE <br />8, x 8 DP <br />(1) #5 CONT. <br />© <br />MONO FTG <br />20" x 20" DP <br />(3) #5s CONT. <br />© <br />PAD <br />24 SQ x 16 DP <br />#5s 6 O.C. EA. WAY <br />MONO FTG <br />16" x 12" DP <br />(2) #5s CONT. <br />JUN i 1 202 <br />VIRTUAL REVIEW ASSIST <br />Virtual Review Assiseted and ap ved <br />Plans Review comp <br />for compliance with the 2020 <br />Px2300 <br />Edition by Debra Anne K <br />N <br />N. <br />LO <br />00 <br />0 <br />— ' <br />LO <br />v <br />'A, <br />� <br />Q <br />fl <br />4.:�., .•.. <br />O <br />W <br />0 <br />z <br />Q <br />r? 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