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_LL <br />ULL <br />H� <br />L <br />a <br />hELEV <br />S3 <br />(-) 0'-3 1/2" <br />30'-0" <br />15'-4" <br />6'-0" <br />2'-6" <br />2'-5 5/8" T-10" T-6 3/8" 3'4" <br />5'-4" <br />3'-2" T-0" <br />2'-10" <br />ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) <br />12 <br />3-1/2" MIN. 2500 PSI CONC. SLAB OVER <br />• 6 MIL VISQUEEN VAPOR BARRIER <br />MECH. COMPACTED FILL TO 95% OF <br />2'-0" <br />(j D <br />-Fl- <br />o <br />• MAX. DRY DENSITY <br />TREAT SOIL W/ TERMITE POISONING OR <br />B <br />of <br />• BORACARE TREATED LUMBER IS AN <br />Hg <br />ALTERNATIVE TERMITE PROTECTION TO <br />SOIL POISONING (TYP) <br />a Ida 13 � 13 � <br />Q � <br />GG <br />I <br />IDI <br />S3 <br />M <br />'I T-2 3/8" <br />S3 <br />13 <br />BRG WALL I <br />I <br />Oi <br />� <br />J <br />- <br />O <br />—4@ <br />M <br />m <br />M <br />a <br />I I <br />13 w <br />GG w <br />O <br />( S3 <br />- <br />o <br />------__-- <br />I <br />-v <br />13 <br />L- <br />C.J. <br />� <br />�� 13 <br />7 <br />o <br />11 15'-5" <br />B <br />SINK \ ELEC <br />9 II <br />- <br />o <br />o <br />II II <br />I <br />v <br />0 ti <br />d <br />i1 II 6 -2 3/4 <br />SHWR 0 i i <br />- <br />I I <br />(D <br />� <br />11 <br />II II <br />ii 5 Ilii <br />II II <br />� <br />I 13 <br />a' <br />II IIII <br />II <br />co <br />, <br />- 1 Ili I <br />ih <br />v <br />I <br />> ll-] <br />I - <br />I <br />o <br />�g 6Z <br />_ - --- Z <br />`i <br />Lo <br />1 4 II <br />iO <br />d <br />rn CC 50 I Ik <br />14'-6" <br />REF <br />- <br />Lo <br />I S3 0 i i II <br />ti = 6 <br />, <br />4'-2 5/8" 1. <br />0 <br />13 II <br />BRG WALL IO <br />I <br />D <br />- -� <br />Co <br />10 <br />G <br />D <br />I <br />I <br />ELEV. <br />C.J.— <br />--- z-- <br />-- <br />2 <br />a) O <br />O <br />13 <br />0 <br />`- <br />abo <br />ZD <br />D <br />B S3 <br />v <br />I <br />I I <br />I <br />' to <br />13 <br />0 <br />io <br />= <br />— <br />o <br />C.J. II N <br />— — — — — — t — — — — — — — — <br />— — <br />� <br />-' <br />M <br />9'-4" 9'-10 7/8" <br />—A <br />Z <br />SEE DETAIL D/S3 <br />ao z <br />o <br />13 <br />FOR FRAME WALL <br />I <br />r` O <br />O <br />TO CMU <br />B U- <br />o <br />I i CONNECTIONS- <br />I I <br />01 <br />a00 <br />13 <br />J �I S3 Lj <br />-I <br />1'-11" <br />T-0" <br />HB <br />3 I <br />g�� <br />A <br />60 <br />' <br />o <br />o <br />M <br />A <br />CV <br />d C1 <br />d <br />C <br />C <br />FoIF <br />q <br />ELEV. <br />16'-0" <br />1'-4" <br />8'-8" <br />1'-4" <br />� <br />(-) 3 1 /2" <br />10' <br />U <br />� <br />20'-0" <br />10'-0.. <br />H <br />a <br />Co <br />30'-0" <br />FOUNDATION PLAN A <br />1 <br />1/4,-1-0 <br />FOUNDATION LEGEND: <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) <br />IN ACCORDANCE W/ AC1224-3R N <br />N <br />0 = FILLED CELL W/(1) #5 VERTICAL N <br />® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB °� °D <br />00 <br />A = FILLED CELL W/ (2) #5 VERTICAL - ` ~. <br />C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) U')(2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS °" ' r CO <br />LO <br />m= WINDOW OPENING ABOVE <br />m' a <br />PLUMBING NOTES:, :.;;::{: Z <br />FBC 7TH EDITION (2020) PLUMBING SECTION 604 V _ <br />IN- <br />O <br />1. TANK TYPE WATER CLOSET VOLUME <br />1.6 GALLONS <br />w <br />2. WATER - FLOW RATE. o <br />z <br />a <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 (D Lz 0.o u <br />CHANGE DUE TO JOBSITE CONDITIONS. M <br />LICENSED PLUMBER TO VERIFY AND HAS THE N V -0-0 - 1CO <br />AUTHORITY TO CHANGE AS NEEDED. } O g <br />0 <br />U CJ - x <br />.N w aN c <br />O KEYNOTE LEGEND i oco <br />CL <br />KEYNOTE ANNOTATION <br />1O 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 />O SINK - KITCHEN <br />6O REF <br />WASHER <br />w <br />W/H W �� "'��z' <br />WUr W �O� Ja0aof')U-v0U0 <br />UNDER SLAB ELECTRICAL CONDUIT Q 0 q) W W 0 z 0 W 0 0 m °z z a <br />5 O O 0(DEL> WWF-zLLCr<0 <br />10 LAVATORY Z Q<Qow �?wz�wvoo. <br />U- Ow � P BYO a a <br />11 WATER CLOSET o LL Q 0 o o< Q w <br />12 42" x 42" A/C CONCRETE PAD <br />13 BEARING WALL , <br />O <br />14 (3) BUC W/ HTT4 ON BOTTOM O <br />Z N <br />O FOOTING LEGEND O � <br />TAG TYPE SIZE REINFORCING (00 O <br />O M O <br />A THICKEN EDGE 8" x 8" DP (1) #5 CONT. < (A CO I j <br />I�B1j MONO FTG 20" x 20" DP (3) #5s CONT. � U) LL 'q <br />PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY H W a CLO <br />C MONO FTG 16" x 12" DP (2) #5s CONT. Q Q 0000 <br />Z U �— <br />W <br />J O <br />(0 <br />mi d' <br />co <br />O <br />Co <br />O <br />O <br />O <br />O <br />N <br />o <br />N <br />0 <br />N <br />N <br />0 <br />O <br />CO <br />0 <br />0 <br />0 <br />O <br />- <br />N <br />p <br />N <br />o <br />i <br />l <br />z <br />0 <br />NW <br />� <br />> <br />o <br />� <br />0 <br />N <br />0 <br />cM <br />0 <br />� <br />o <br />to <br />i <br />... <br />OCT 2 a 2022 <br />Cr <br />} <br />00 ZZ <br />aZ <br />Z W <br />F-j W O 0 0 <br />O _ U <br />U � <br />I— O z j <br />0 <br />Virtual Review Assist, Inc. - Z W—a <br />Plans Review completed and approved r� Q r-i F— W Q <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />WLn <br />W~ <br />Ln <br />0 <br />NW ?_w <br />. . <br />W <br />~D <br />� <br />O <br />zwo <br />p <br />z <br />U <br />aZu_ <br />z <br />0)Z <br />pU <br />ow <br />m <br />z <br />z <br />w <br />W <br />� <br />00 <br />O <br />Q <br />LAST PLOT DATE <br />O <br />Z <br />4-0 <br />August 8, 2022 <br />MONO FOUNDATION <br />'J <br />PLAN A <br />