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30'-0" <br />OVERALL <br />10'-11 1/2" 6'-0" 13'-0 1/2" <br />4'-0" 4'-0" 4'-3" <br />3'-5" <br />3'-6" 3'-10" 3'-0" 4'-0" <br />A <br />_ <br />12 <br />Cl) <br />� J <br />FU- <br />Oo <br />4,-8„ <br />B C <br />S3 <br />T. <br />ELEV <br />HB <br />1 <br />_ <br />Q Q ID al <br />9 <br />❑ 113 0 ❑ <br />cr <br />j I <br />L <br />6 <br />-8 1/2" <br />o <br />JU <br />F.F.E.98.17' NAV88 <br />REF <br />W <br />. VD <br />92NAD 88 <br />4 irrv- <br />Yz <br />= <br />J <br />LO <br />U <br />16'-2" <br />13'-10" <br />C.J. <br />_ <br />C.J. <br />0 <br />B <br />irI �III <br />I1I <br />00 <br />O <br />139'-5 <br />1/8' <br />ELEC/PLUMB <br />v <br />GG <br />S3 /x� <br />I <br />CONTROL JOINT <br />7'-3 3/8" / <br />FOOTING 9 <br />I <br />13 / (4) STUD <br />I <br />COLUMN W/ (S) <br />HTT4 AT BASE <br />I <br />I <br />I <br />` C <br />Z <br />to - <br />Q <br />p <br />too <br />U <br />7 <br />i <br />7'-3 3/8" <br />I <br />z <br />I � <br />C? <br />d <br />i <br />ELI <br />G G <br />M <br />K °' <br />O <br />I z <br />0° <br />o <br />1'-9 1/2" <br />I <br />S3 <br />S3 Co <br />O <br />LL <br />1 UO <br />WH <br />Q <br />D <br />co <br />= <br />N mill <br />`� <br />-- -- <br />-_ --_�- ------ <br />--- <br />---- <br />---�--- <br />---I <br />o <br />n <br />I <br />Q <br />8 ELEV <br />o <br />I <br />" <br />O IZ ~ <br />d r o <br />01 <br />IJ <br />O <br />Q <br />I� <br />Z <br />o <br />B <br />IO <br />- <br />CO <br />CONTROL JOINT I _ <br />— — — — — — — — — — — — N <br />rn <br />3 I SEE DETAIL D/S3 <br />I <br />9 <br />I o <br />N <br />FOR FRAME WALL <br />I TO CMU - <br />I <br />I CONNECTIONS <br />13 <br />o <br />IN <br />� <br />I <br />0 <br />L <br />i 3 B <br />00 m <br />N 2 <br />-4� 16-0" <br />20'-0" <br />30'-0" <br />OVERALL <br />13 <br />I O <br />o U I - CV P: <br />co 0 <br />I I � z O <br />U <br />S0111111111 <br />�j I <br />4'-1 7/8" <br />FOOTING <br />0 <br />;t <br />0 <br />M <br />ro <br />co <br />M <br />CV <br />CV <br />N <br />Oo <br />tV <br />co <br />N <br />00 <br />N <br />00 <br />CV <br />I <br />I <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 />FOUNDATION LEGEND: <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS IN <br />ACCORDANCE W/ AC1224-3R co <br />04 <br />❑ = FILLED CELL W/(1) #5 VERTICAL l y <br />y � F N <br />0 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB`,- ' ` ' - N <br />A = FILLED CELL W/ (2) #5 VERTICAL �' ��� ` � <br />,� „ <br />0 = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) y •, `y�r y2j� u, <br />(2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS Z00 <br />LO <br />P= WINDOW OPENING ABOVE <br />'. ARCO15 <br />PLUMBING NOTES: �Q <br />z <br />W <br />FBC 7TH EDITION (2020) PLUMBING SECTION 604 zn% '? _ <br />o <br />1. TANK TYPE WATER CLOSET VOLUME <br />1.6 GALLONS <br />2. WATER -FLOW RATE. <br />0 <br />z <br />PUBLIC FACILITIES LAV 0.5 G.P.M. Q <br />PRIVATE FACILITIES LAV 2.2 G.P.M. <br />SHOWER HEADS 2.5 G.P.M. <br />LO <br />VTR LOCATIONS ARE APPROXIMATE AND MAY Q� > 0 u <br />CHANGE DUE TO JOBSITE CONDITIONS. � <br />N M 2 <br />} D �u a <br />LICENSED PLUMBER TO VERIFY AND HAS THE ? -of .2 M <br />AUTHORITY TO CHANGE AS NEEDED. _ _ o 2 o <br />Oro roQ <br />U p� T' <br />.N w QN <br />KEYNOTE LEGEND 7� L o E F <br />D <br />KEYNOTE ANNOTATION <br />1D 1/2" DP X 9 1/2" WIDE RECESS <br />2 NOT USED <br />1-1/2" DP X 13" WIDE RECESS <br />ICE MAKER LINE <br />5� SINK - KITCHEN <br />REF <br />WASHER <br />W/H W o W �' WM�0 <br />W C' LU �o<�Qo¢�Q��o0Jo <br />UNDER SLAB ELECTRICAL CONDUIT Q cyq)� pfo Z o E o o m Z= a a <br />O �WCL (nwW�zLLX<0 � <br />10 LAVATORY C'1 Z �¢¢8LLJ WzOW001L <br />U) <0LU g EY°Qa ¢ <br />11 WATER CLOSET o ¢ ° o ° ¢ U_ <br />12 42" x 42" A/C CONCRETE PAD <br />>9 <br />13 BEARING WALL <br />O <br />C FOOTING LEGEND z 04 <br />OW <br />TAG TYPE SIZE REINFORCING ; ~O <br />C THICKEN EDGE 8" x 8" DP (1) #5 CONT. M O <br />C MONO FTG 20" x 20" DP (3) #5s CONT. Q U) J �F1 <br />C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY V- <br />C MONO FTG 16" x 12" DP (2) #5s CONT. ^LU a M <br />'Q}Qoo <br />z0 <br />W <br />W <br />O <br />mi 14, <br />Zh <br />01 <br />J A J A <br />M I- <br />I C <br />60i0❑ I3C3 <br />rh <br />ELEV <br />= W, <br />2'-8" S-8 3/8" 1'-4" <br />H Oo <br />5'-8" <br />4'-4" <br />FOUNDATION PLAN (ELEVATION B' <br />1 /4" = 1'-0" <br />MAY 12 2023 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />O <br />N <br />N <br />N <br />N <br />N <br />N <br />CD <br />o <br />O <br />o <br />0 <br />0 <br />0 <br />O <br />N <br />8) <br />O <br />N <br />o <br />N <br />N <br />C)CO <br />I <br />O <br />NLo <br />W <br />o <br />o <br />R <br />0 <br />0 <br />0; <br />LO <br />i <br />> <br />N <br />M <br />It <br />to <br />CO <br />i <br />' <br />C <br />CO <br />W <br />Z~ <br />zz <br />C)Qw <br />'+-' <br />�--+ <br />W <br />z <br />z z <br />/0� <br />V <br />o <br />W O o <br />UUS2 <br />3.1 <br />.� <br />O <br />Z)Z> <br />OF-° <br />Q <br />z <br />0- <br />L <br />W_Q <br />T� <br />= <br />mT-W <br />V <br />~ o 0 <br />N' <br />}oU) <br />W <br />11 <br />O <br />2�-o <br />zQfo <br />z <br />U <br />aZ� <br />.. <br />� <br />z <br />�z <br />�� <br />00 <br />.0 <br />m <br />� <br />z <br />z <br />z <br />WC) <br />J <br />N <br />LAST PLOT DATE <br />z <br />0 <br />J <br />MONOLITICH <br />FOUNDATION PLAN B <br />