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36577 Smithfield Ln
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36577 Smithfield Ln
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Last modified
3/24/2025 2:59:45 PM
Creation date
2/19/2025 1:53:22 PM
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Building Plans
Street #
36577
Location
Smithfield Ln
Contractor
Lennar
Building Plans - Permit #
Unknown
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ELEV. AT V-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 />v <br />v <br />0 <br />v <br />0 <br />v <br />�1 <br />I <br />J <br />= <br />LL <br />LU5- <br />r <br />bo <br />ELEV , <br />4S3 <br />L <br />(-) 0'-3 1/2" <br />30'-0" <br />8'-8" <br />6'-0" <br />151-4" <br />2'-10" <br />3'-0" 6 3'-2" 6 <br />5'-4" <br />10 <br />#0 <br />T-4" X-6 3/8" <br />X-10" <br />2'-5 5/8" 2'-6" <br />10 <br />C)A <br />2 _0�� <br />M <br />g <br />HB <br />13 a a <br />4 a <br />2 <br />I D <br />GG <br />a <br />S3 <br />13'-2 3/8" <br />I <br />I <br />BRG WALL <br />CV7t <br />J <br />_I <br />O <br />r <br />7Q <br />I <br />B <br />04 <br />I <br />�° <br />:aWml <br />13 <br />W <br />I <br />I <br />- <br />s3 I <br />0 <br />is I <br />I <br />L <br />P T <br />�—-------- <br />C.J. — <br />_ <br />14 <br />13 <br />.�rt <br />'t <br />B <br />�� <br />15'-5" <br />II <br />I I <br />SINK \ ELEC <br />L <br />t==--------- <br />— <br />10 <br />0 <br />9 <br />9 <br />I <br />II <br />II <br />II <br />II <br />II <br />o <br />� <br />II <br />6-2 3/4" <br />13 <br />II <br />O <br />II <br />SHWR <br />Q I <br />N <br />iill <br />I <br />5 <br />ii <br />- <br />O <br />11 <br />iw <br />II <br />C JJ� <br />- <br />I <br />Q <br />14'-6" <br />REF <br />4'-2 5/8" <br />�Q BRG WALL <br />D <br />G <br />0 S3 <br />C.J. <br />13 I I o— — — <br />i i u- <br />I O <br />_ Z <br />C?I °° H <br />�O <br />og <br />L 1 <br />00 <br />13 a 13 <br />3'-0" 1'-11" 3'-5" <br />00 8 <br />o A <br />CO A <br />C <br />ELEV. <br />U� <br />a� <br />Y <br />�Z_n r___ -� 9 o <br />VJ r-- 1 <br />II 4 ------ --F-- LO Cl) <br />I I wor- CC I �n <br />II i o 0 S3 <br />r, 6 r ti 2 <br />II 13 it i C0 <br />v <br />/I �°41 <br />1r o <br />BOLLARD <br />oo <br />C) <br />lo <br />ELEV. <br />U U <br />a� <br />^CC I B o <br />S3 I <br />I o - <br />13LO <br />I <br />r t0 I <br />0 I <br />0 <br />9'-10 7/8" L 9'-4" <br />SEE DETAIL D/S3 <br />FOR FRAME WALL <br />TO CMU I I o <br />CONNECTIONS I v <br />O <br />ci S3 I <br />B <br />3 HB v <br />_o —1 9 <br />M o <br />,_4" <br />R1 <br />30'-0" <br />16'-0" <br />20'-0" <br />FOUNDATION PLAN (ELEVATION A <br />1 /411 _ 1 1_011 <br />'-4" <br />FOUNDATION LEGEND: <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) <br />IN ACCORDANCE W/ ACI224-3R <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 />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 />O KEYNOTELEGEND <br />KEYNOTE <br />ANNOTATION <br />0 <br />1/2" DP X 9-1/2" WIDE RECESS <br />2� <br />1-1/2" DP X 8" WIDE RECESS <br />3D <br />1-1/2" DP X 13" WIDE RECESS <br />4� <br />ICE MAKER LINE <br />5� <br />SINK - KITCHEN <br />6� <br />REF <br />7� <br />WASHER <br />8� <br />W/H <br />9� <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/ HTT4 ON BOTTOM <br />O FOOTING LEGEND <br />TAG <br />TYPE <br />SIZE <br />REINFORCING <br />@A <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 />PAD <br />24" SQ x 16" DP <br />#5s 6" O.C. EA. WAY <br />@ <br />MONO FTG <br />16" x 12" DP <br />(2) #5s CONT. <br />OCT 2 8 2022 <br />Virtual Review Assist, Inc. <br />Plans Review completed and apprdv <br />for compliance with the 2020 FBC 7th dition <br />by Debra Anne Klahr PX2300 <br />N <br />N <br />O <br />N <br />N <br />P_ <br />C) <br />o <br />co <br />LO <br />LL <br />LU <br />Z <br />E� d <br />r. <br />W <br />0 <br />z <br />(11 <br />E <br />C!O <br />�� m <br />N <br />C) 00 ° <br />j <br />= r�i <br />p u S <br />O <br />LL. o <br />a� <br />2 U <br />W <br />L 0 <br />EM c <br />O� m <br />r-- H O. -O <br />CQ7 <br />❑LI W o�Fz- <br />��W Of <br />W �2�Y L <br />WD�JoLL00o <br />Q <br />Z) <br />oxit WoOo8WW0§6LWom0Z <br />ZD <br />0LL <br />¢c¢JZ <br />i <br />W OZ <br />CnWdW55WW_x <br />i<WQ_zO <br />OWoaW <br />6 <br />ow 2MW3¢ <br />ox 'n o1Za¢<W <br />¢LL <br />LL¢ <br />O E¢-.o <br />>e <br />O <br />O <br />Z W <br />O� <br />I::)ti <br />z <br />M O <br />Q U) M <br />U) <br />ILL <br />U) <br />ti <br />LO <br />_M <br />oo <br />ZU <br />W <br />W <br />JQ <br />N <br />I <br />9 <br />I <br />! <br />I <br />I <br />CD0 <br />0000 <br />coN <br />N <br />N <br />N <br />N <br />w <br />CD <br />CDC)N <br />Z <br />' <br />N <br />U-) <br />W <br />p <br />O <br />N <br />O <br />M <br />O <br />4 <br />C), <br />LA <br />It <br />11 <br />, <br />' <br />co♦/� <br />Z� <br />♦JJ <br />QZ <br />C)W <br />M <br />-� <br />O <br />W <br />V <br />000 <br />UOFD <br />Lo <br />O <br />�zj <br />oW � <br />Z <br />a�a� <br />Q <br />H <br />�Q <br />W <br />'�/"�� <br />�..� / <br />(� <br />~ W <br />m~M <br />Ln <br />F-Fo_ <br />N <br />zo <br />o� <br />W <br />� <br />Q <br />O <br />O <br />gWo <br />w� <br />Z LL <br />32 <br />Z <br />az <br />Q <br />F- <br />pU <br />CL <br />_0 <br />m <br />it <br />z <br />Z <br />z <br />W <br />_j <br />N <br />N <br />0 <br />LAST PLOT DATE <br />. . <br />July 21, <br />2022 <br />Z <br />O <br />i <br />MONO <br />FOUNDATION <br />PLAN A <br />
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