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Kjh 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 />v - <br />M <br />J N <br />J <br />ao <br />Zo - <br />'t > N <br />O N <br />00 <br />(V <br />N <br />tV <br />00 <br />N <br />O <br />M <br />0 <br />A <br />Lo <br />� I <br />ELEV (-) <br />0'-3 1/2" <br />_LL <br />U <br />F a0 <br />a� <br />30'-0" <br />OVERALL <br />13'-0 1/2" <br />6'-0" 10'-11 1/2" <br />4'-0" <br />3'-0" <br />3'-10" <br />T-6' <br />3'-5" <br />4'-3" 4'-0" 4'-0" <br />A <br />12 <br />= <br />U_ <br />S3 <br />4'-8" <br />° <br />w <br />r ELEV (-) <br />= <br />7 <br />C B <br />HB <br />1 <br />13 <br />a0 <br />0 d <br />a 1 d d <br />13 <br />n <br />_ <br />II _ <br />I <br />I �L <br />II <br />Li l <br />Q <br />6 9'-8 1/2""\ <br />d <br />I <br />o <br />U <br />W <br />REF <br />"' <br />I <br />I <br />w <br />I <br />d <br />I <br />- <br />I <br />Y 4 <br />� <br />I <br />"t <br />zK <br />Lo <br />U <br />I <br />r-----I <br />III <br />13'-10" <br />jjI 16'-2" <br />d <br />C.J. <br />i I C.J. <br />B <br />I0-0 <br />O 5 <br />B <br />O <br />13I <br />I 9'-5 1/8" <br />oil I ELEC/PLUMB <br />GG <br />CONTROL <br />JOINT <br />i— <br />S3 <br />— — <br />— — — — <br />— <br />I <br />-------�\ ---- — <br />— — <br />T-33/8" <br />FOOTING <br />z I <br />(4) STUD <br />- <br />OI <br />COLUMN W/ (S) C Fj <br />L <br />I <br />HTT4 AT BASE D <br />d <br />a <br />oU <br />O <br />2'-4 7/8" <br />w <br />o <br />SINK <br />zI <br />v <br />z I I 7 <br />O <br />rn <br />~O K v W <br />13 <br />I <br />U I <br />co <br />OW S3 0 GG ELEC <br />�-------� <br />i <br />S3 D V-91/2" <br />d <br />WH <br />d------- <br />1--- <br />— ---------- - -- -- <br />---- - -- -------------------�-- ----- <br />--- -- <br />13 <br />--- <br />110 <br />G <br />d <br />I 11 <br />S3 <br />I <br />CC <br />ELEV I <br />8 <br />I- <br />S3 <br />(-) 0'-4" I <br />d <br />13 <br />I <br />�60 I <br />d�- <br />I <br />l <br />---- <br />N Z <br />� <br />o <br />U <br />OI <br />�I <br />'-4 <br />M0= <br />O M I <br />I <br />JI <br />I <br />d <br />7/8" <br />Z <br />0 <br />d <br />LAV <br />� I I <br />W I <br />I <br />oI <br />1 1= <br />I <br />UI <br />B <br />I <br />I <br />_ <br />I <br />I CONTROL JOINT <br />� <br />1 ?j <br />—------� <br />N <br />— — — — — — — _ <br />— <br />D <br />M= <br />I <br />O <br />I <br />1 <br />I <br />SEE DETAIL D/S3 I N <br />d 4'-1 7/8" <br />- <br />FOR FRAME WALL <br />FOOTING <br />° B� <br />TO CMU <br />'Lo <br />CONNECTIONS I <br />d <br />d� <br />d <br />13 13 <br />�? <br />I o <br />U <br />I <br />[/1-1 <br />= 13 <br />13 <br />3'-0" V-7" <br />4" <br />B 3 i <br />9 <br />80 <br />A <br />� <br />c--1 <br />a <br />d00 <br />❑Id <br />mj <br />13 3 <br />130 <br />_ <br />C o <br />S3 <br />1'-4" J, <br />8'-8" <br />20'-0" <br />30'-0" <br />OVERALL <br />FOUNDATION PLAN (ELEVATION A <br />0 <br />0 <br />v <br />0 <br />v <br />0 <br />v <br />0 <br />d- <br />0 <br />v - <br />o - <br />zo <br />v Zo <br />0 <br />�r <br />0 <br />v <br />_ o <br />0 <br />o <br />N <br />=+m <br />n <br />FOUNDATION LEGEND: <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN <br />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 />®= 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 />Q <br />NOT USED <br />30 <br />1-1/2" DP X 13" WIDE RECESS <br />0 <br />ICE MAKER LINE <br />SINK -KITCHEN <br />60 <br />REF <br />70 <br />WASHER <br />80 <br />W/H <br />90 <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 />O FOOTING LEGEND <br />TAG <br />TYPE <br />SIZE <br />REINFORCING <br />OA <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 />@D <br />MONO FTG <br />16" x 12" DP <br />1 (2) #5s CONT. <br />OCT 2 8 ,_2 <br />Virtual Review Assist�inc. <br />Plans Review completed and appi <br />for compliance with the 2020 FBC 7t <br />by Debra Anne Klahr PX2300 <br />N <br />N <br />O <br />N <br />N <br />yy:J ° �,d�'45•':3 <br />o <br />O <br />Lo <br />E� E <br />�� <br />C7 n �'�� v <br />dd <br />W <br />Lu <br />0 <br />z <br />Q <br />^v% � L0 E <br />'oM o <br />W L <br />iN Cr) n! <br />V) V �_ o co')L <br />m <br />2 0 <br />_p <br />� ao"� Q <br />s U <br />°N U LU Q� } <br />W L CO EM a� <br />70 C) rz, aR; @ <br />►- a -U <br />�/ Wrn <br />V <br />�LLI Uj WoH <br />t-Q W¢�zW Z <br />OXJ(/} <br />ly <br />'� Q U <br />Q o��fn�OO <br />Qo ZLLLLoz20mr¢ <br />LL <br />I— <br />��y <br />ou)ir9ozoFroomaz <br />(n W <br />o aW lnW W F(n�Q'¢o <br />O Z <br />-1 <br /><�—< W¢-�Zw W p�U�CL <br />¢ <br />LL <br />0W o j <br />LL¢ o <LL <br />O <br />O <br />Z W <br />OF_ <br />DO 5 <br />i(/)O <br />z <br /><U)MI` <br />J Lq <br />ILL <br />z <br />W < Lo <br />W a- (y) <br />�0-2- <br />ZV< <br />W <br />W <br />�c:) <br />O <br />O <br />O <br />N <br />O <br />O <br />N <br />N <br />N <br />co <br />o <br />N <br />N <br />0 <br />N <br />N <br />0 <br />N <br />N <br />0 <br />N <br />O <br />0 <br />N <br />r <br />O <br />coO <br />O <br />�- <br />O <br />CD <br />' <br />Z <br />O <br />N '^ <br />mil, <br />W <br />g <br />CD <br />o <br />q <br />o <br />�y <br />Lo <br />> <br />N <br />M <br />4 <br />6 <br />Z <br />Z <br />W <br />Z <br />W <br />z z <br />Q <br />V <br />w00 <br />(.) U (n <br />ozj <br />OO�_ <br />L-i <br />Q <br />Z <br />a�a <br />rl <br />= <br />mitw <br />(V <br />N <br />�O l: <br />WCL <br />�� <br />. . 00 <br />Q <br />O <br />zwo <br />0 <br />V <br />Z <br />az <br />�z <br />QF� <br />o� <br />O"� <br />�m <br />z <br />Z <br />z <br />W,�4- <br />J <br />O <br />O <br />LAST PLOT DATE <br />■ . <br />July 21, 2022 <br />z O <br />MONOLITHIC <br />-- <br />FOUNDATION PLAN A <br />