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0 <br />;r <br />0 <br />;r <br />30'-0" <br />OVERALL <br />10'-11 1/2" 6'-0" 13'-0 1/2" <br />4'-0" 4'-0" 4'-3" T-5" 3'-6 T-10" T-0" 4'-0" <br />A <br />_ LL 12 <br />S3 TJ H 4'-8" <br />B C r ELEV (-) °" HB <br />a' F, 1 <br />Q Q Q 9 Q 13 00 4 <br />i <br />i ---I v <br />)� <br />I <br />13 6 <br />'�'9'-8 1/2" <br />- <br />9 <br />oU <br />C---- REF I W I - <br />� J O <br />W cV <br />I 0 V I I <br />13I -- I LO U <br />1 <br />16'-2" 1 1 13'-10" <br />C.J. I C.J. <br />5 O I1 0-01 B <br />B _ <br />Air 00 1 C.0 <br />Q O <br />Cl) <br />9'-5 1/8" <br />ELEC/PLUMB I I i7 <br />GG <br />— Ir <br />S3 /�� 1 — — — — — CONTROL JOINT — <br />171 7'-3 3/8" / <br />FOOTING �� <br />I <br />13 / (4) STUD I <br />HTOT4 AT BASLUMN W/ E, I o <br />IZ M <br />nc 10 <br />Q <br />D <br />n ' ;> <br />? <br />- <br />7 <br />7'-3 3/8" <br />- <br />O I � <br />2'-4 7/8" <br />_ <br />Q <br />ELEC <br />I CO <br />Iz <br />LAV 4 <br />M <br />j <br />GG K °� <br />O 1O <br />N <br />CD <br />00 <br />1'-9 1/2" <br />S3 S3 <br />00 <br />� It <br />WH <br />Q <br />D <br />"v w <br />r r=-===—� <br />N <br />CDw <br />ce) <br />N <br />2 <br />W <br />I <br />I� <br />' <br />- <br />13 <br />�� <br />o <br />10 I <br />o0 <br />N <br />1 <br />8 I <br />CC <br />I <br />S3 11 I <br />A.Q <br />I <br />ELEV13 <br />S3 <br />_U- I <br />N <br />I <br />I I <br />E IZ <br />LLB <br />I� <br />�� <br />I <br />IN <br />- <br />Z <br />-- - <br />UU <br />[3I <br />10 <br />1 <br />I <br />I M <br />� <br />Z <br />O I I <br />U- -4 7/8' <br />°° <br />N <br />I WC <br />O <br />I '� <br />_ <br />o <br />B <br />10C? <br />I <br />CONTROL JOINT <br />00 I I <br />- - <br />— <br />rt------N-- <br />00 <br />M <br />= , <br />D <br />C)00 <br />a,� <br />SEE DETAIL D/S3 <br />I <br />( 1 <br />Z1 <br />o <br />I N <br />FOR FRAME WALL <br />I <br />I <br />� <br />TO CMU <br />I CONNECTIONS <br />�B <br />_ <br />� <br />4'-1 7/8" <br />FOOTING <br />Q <br />I <br />� 1 <br />—' <br />_ <br />o <br />co <br />co <br />9 <br />I <br />1 <br />o�jl <br />00 <br />130 <br />I <br />13 <br />I <br />4 <br />V�o <br />4'-x- <br />1'-7" 3'-0" <br />1'-0" <br />� <br />3 B <br />o <br />o <br />"v <br />- <br />cI <br />-j— <br />'Q <br />A <br />A <br />Cn <br />N = <br />co <br />I <br />14 <br />0 <br />1313 0 <br />- a <br />J <br />0 <br />13 <br />— <br />— <br />S3 <br />C <br />ELEV <br />(-) <br />3 1/2" <br />16'-0" <br />1'-4" <br />1'-4" <br />x <br />L~i <br />U <br />20'-0" <br />8'-8" <br />H <br />30'-0" <br />FOUNDATION PLAN_(EL_ EVATION A <br />1 /4„ = 1'-0" <br />ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) <br />• 3-1/2" MIN. 2500 PSI CONC. SLAB OVER <br />6 MIL V►SQUEEN 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 (CJ) IN <br />ACCORDANCE W/ AC1224-3R <br />13 = FILLED CELL W/(1) #5 VERTICAL <br />0 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />A = FILLED CELL W/ (2) #5 VERTICAL <br />0 = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) <br />'= (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS <br />P= 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 />1/2" DP X 9 1/2" WIDE RECESS <br />NOT USED <br />1-1/2" DP X 13" WIDE RECESS <br />4 <br />ICE MAKER LINE <br />5� <br />SINK- KITCHEN <br />REF <br />0 <br />WASHER <br />W/H <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 />C FOOTING LEGEND <br />TAG <br />TYPE <br />SIZE <br />REINFORCING <br />C <br />THICKEN EDGE <br />8 x 8 DP <br />(1) #5 CONT. <br />@ <br />I MONO FTG <br />20" x 20" DP <br />(3) #5s CONT. <br />OCC <br />PAD <br />24 SQ x 16 DP <br />#5s 6 O.C. EA. 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