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0 <br />CV <br />LO <br />0 <br />co <br />0 <br />v <br />O <br />v <br />0 <br />N <br />CV <br />0 <br />v <br />O <br />v <br />0 <br />v <br />0 <br />v <br />0 <br />0 <br />c <br />0 <br />co <br />O <br />0 <br />O <br />C44n <br />ELEV (-) <br />V__ 3 1 /2" <br />_U_ <br />Y <br />N <br />_1luz <br />(-) 3-1 /2" <br />30'-0" <br />4'-0" 1 I. 2'-4" r T= 5'-4" T77-71 4'-4" I. T-9" I. T-10" I. 2'-5" L 4'-0" <br />a <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 />I �I II <br />(j I I Oi <br />2 "v <br />B M I OB <br />S3 II <br />d <br />o <br />II <br />�U I <br />w <br />II I > <br />�z <br />II > ' <br />O <br />`Q' <br />U ao LL <br />C.J. _ �I - <br />----------- --N m-N EY— <br />r—rT---- O_ — --- <br />I--------' O - --- 1 M ---- ---- <br />I------- 0 U — --II J-- �� -- ----- <br />CL <br />N U , <br />II CC �ZII I I <br />U N U i i 11 <br />W I <br />w- — -- ------ - d <br />T 13 - <br />� I II II II IIIIIIIII IIIIIII <br />I O <br />o <br />� P010 �- <br />14 r <br />- <br />—--,----- ------ — - —J L—'--"---------- <br />C.J.PLUM . <br />87 T--6-31/4- <br />_T--3-3/8"-------I I I LAV LAV ' <br />SINK / ELEC CONDUIT ELEC. CONDUIT _ _ _. J <br />Iao <br />O 9 <br />i t I <br />0 - <br />i <br />I f1 I <br />I II I I O <br />jl � I it i M <br />I I 1 I I I -----� 1 4 __ _____ a <br />IN <br />1 6 I I 13 <br />li � 14 I <br />9'-2" 1 0 <br />— <br />--REF.- —— <br />— I ---------I- I -------- C'— r> <br />n 1 n <br />1 <br />Q <br />20'-6" N <br />I TUB <br />iJ 12 17'-7" <br />I W/C <br />II I I II II I 0 <br />I 14'-10" ' <br />FT I ii LAV <br />- II II <br />--J --ETC-- <br />IMw ii 14 Iii 11 10 o <br />I K <br />Ili S3 O <br />II I' K <br />4'-8 1 /2" <br />LLE4 <br />WASHER i ELEV <br />Ci <br />7 (-) 0'-4 I <br />III _LL_ <br />U <br />1 50 <br />CL - <br />- I <br />L I I— C.J. I cn <br />77 <br />3" — — — — — — — — — — — — — — — cn <br />ir -- -- — — — N w <br />_J O VQ <br />d - d 01 <br />14 I d NQ <br />0 <br />0 <br />1 1'-8" T [,.-4"[ <br />v <br />4'-8" 6'-0" B I B <br />LLv 14 <br />T_ <br />g 3 � I o <br />a as L ?� J 0 LID <br />_ U <br />dC� A I C I LX7,1 <br />2'-0" L 6'-8" <br />10'-8" <br />2'-0" L 1'-8" <br />30'-0" <br />FOUNDATION PLAN (ELEV B <br />1 /4" = 1'-0„ <br />16'-0" <br />19'-4" <br />1'-8" <br />0 <br />cp <br />FOUNDATION LEGEND: <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN <br />ACCORDANCE W/ AC1224-3R <br />E3 = 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 KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />1O <br />1/2 DP X 9 1/2 WIDE RECESS <br />2O <br />1 1/2" DP X 8" WIDE RECESS <br />30 <br />1 1/2" DP X 13" WIDE RECESS <br />4� <br />ICE MAKER LINE <br />5O <br />SINK - KITCHEN <br />6O <br />REF <br />7O <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 />TUB <br />13 <br />36" x 60" SHOWER PAN <br />14 <br />CONTROL JOINT <br />15 <br />42" x 42" A/C CONCRETE PAD <br />0 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 />C <br />MONO FTG <br />16" x 20" DP <br />(2) #5s CONT. <br />© <br />MONO FTG <br />16" x 16" DP <br />(2) #5s CONT. <br />OCT � 8 2Q� <br />Virtual Review Assist, Inc. <br />Plans Review completed and approve <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />.;,. <br />N <br />o <br />CN <br />�f <br />00 <br />z <br />O <br />0 <br />w <br />a <br />0 <br />z <br />Q <br />LO E <br />0 0 <br />0 My d <br />>1 <br />N <br />NMI 2 <br />V -0 a s <br />} O 2 5M� <br />� r U < <br />Mtnn` <br />6' <br />U w Q <br />E <br />7W <br />V <br />>V cO m <br />'� ° a '0 <br />V, <br />W <br />0 <br />W <br />oWLL,Wow <br />FF_ W J < ~zx <br />O O <br />a Q <br />0 <br />J p LLU <br />:aoQZLLLL°Z2°,�aQ <br />LLO J <br />�- <br />O <br />�- <br />O <br />OwwwoZOmOOmZz <br />rj)wIL > W W m W Q <br />U <br />p x J <br />O <br />Z <br />I<a< WQ�zWZOwVo� <br />�F-F -WO <br />Q <br />LL <br />Ow Q <br />OOf 0 D 0Q< <br />LL Q 0 LL <br />O <br />O <br />Z N <br />OF- <br />_>(nO <br />cM Or*-- <br />aJ U? <br />U) LL <br />ti <br />F-�aLo <br />(y) <br />�� <br />MOO <br />F- <br />Z U <br />Z �j <br />W <br />Jo <br />A <br />c0 <br />co <br />1 <br />' <br />i <br />� <br />I <br />I <br />i <br />o <br />o <br />N <br />� <br />CDCo <br />M <br />N <br />r' <br />O <br />o <br />O <br />.- <br />•- <br />a <br />`` <br />1 <br />' <br />Z <br />CV <br />� <br />! <br />i <br />L <br />> <br />O <br />N <br />'i <br />1 <br />i <br />CO <br />Cr <br />VJ <br />Qz <br />w <br />O <br />0) <br />"�� <br />O <br />w <br />U <br />zz <br />C 0 0 <br />(.)UTF- <br />O <br />z)z> <br />O r- <br />�—Q <br />- <br />C) <br />Z <br />HW <br />a 0- <br />Lr) <br />= <br />Q <br />mpw <br />H2 <br />zo= <br />. . <br />N <br />p <br />WmO <br />Z <br />r, <br />v <br />x <br />aZLL <br />�z <br />3 <br />Z <br />F- <br />0U <br />0 <br />M—M <br />W <br />� <br />Z <br />Al <br />z <br />W <br />W <br />J <br />0 <br />M <br />N <br />N <br />LAST PLOT DATE <br />• <br />April 29, 2022 <br />Z <br />O <br />J <br />MONOLITHIC <br />FOUNDATION PLAN B <br />