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40 30'-0" <br />OVERALL <br />40 10'- 11 1/2" 6'-0" 13'-0 1/2" <br />4'-0" 4'-0" 4'-3" T-5" T-6" T-10" T-O" 41-0" <br />A <br />U <br />U) _j <br />3 <br />OF ELEV H <br />U7- 112" <br />10 00 <br />13 <br />I L-i i <br />L <br />6 <br />REF W <br />Uj <br />9 <br />IF ------ ED <br />16'-2't III <br />C.J. ji <br />9 <br />0 00 <br />B <br />�1 00 <br />T-5 1/8" <br />EL <br />9 GG <br />S3 <br />7'-3 3/8" <br />FOOTING 9 (4) STUD <br />9 //----COLUMN W/ (S) <br />HTT4 AT BASE, <br />C) <br />-�D , 7r[ <br />F i <br />7'-3 3/8" <br />r <br />0 <br />3 U-) <br />10 <br />z <br />ELE - <br />CO <br />K <br />0 10 <br />C) <br />V-9 1/2'- <br />S3 <br />LL <br />0 <br />zo V <br />It <br />-2 <br />WH <br />'.t W <br />r -i <br />U) <br />9 <br />ELEV <br />S <br />0'4" <br />U- <br />9 <br />0 <br />10 <br />1-i <br />0 <br />E3 <br />1 W <br />z <br />0 <br />9 <br />CONTROL JOINT <br />A% <br />19-T <br />- - - - - - - - <br />CT" <br />SEE DETAIL D/S3 <br />9 <br />b <br />C%j <br />FOR FRAME WALL <br />TO CMU <br />CONNECTIONS--—_ <br />9 <br />9 <br />0 <br />13'-10" <br />C.J. <br />CONTROL JOINT <br />2'-4 7/8" <br />LAV <br />13 <br />S <br />M <br />� � 4119 111. PA M, <br />1 -0 <br />­7 /f 5/8" <br />V-4" � 16'-0" 2'-8" 1 T-8 3/8" �1'4" <br />201-0" 6-8" 4'-4" <br />3U-0" <br />OVERALL <br />FOUNDATION PLAN (ELEVATION B' <br />1/411 = 1 1-011 <br />9 <br />:;T <br />9 <br />Z-) <br />CD <br />- I <br />Cl) <br />�1 <br />641 <br />-1 <br />Cl) <br />Nt <br />C? <br />C14 <br />- I <br />N <br />7�N <br />00 <br />-1 <br />C14 <br />C? <br />0? <br />0? <br />N <br />1-:z <br />3 1/2" <br />9 < <br />- W <br />CD W <br />> <br />0 <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 <br />[3 = FILLED CELL W/(1) #6 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 />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 />N <br />C14 <br />04 <br />co <br />U) <br />3 <br />W <br />0 <br />,Itz <br />LU <br />z <br />a) LO <br />E <br />(D <br />> 0 <br />L-100 <br />0 <br />U <br />-5� 00 <br />0 M �! <br />CO Cq <br />co <br />di <br />Q <br />4- <br />M <br />a <br />U CO <br />E <br />D 0 <br />2 <br />2 <br />-5 E: 8, <br />a < <br />U <br />< <br />V) <br />LU a - 04 <br />C <br />KEYNOTE LEGEND W cc) E c-'5 -0) <br />0 <br />0 7C) rz, 0 co 00 <br />KEYNOTE ANNOTATION <br />1/2" DP X 9 1/2" WIDE RECESS <br />NOT USED <br />1-1/2" DP X 13" WIDE RECESS <br />ICE MAKER LINE <br />SINK - KITCHEN <br />REF <br />WASHER <br />Ld C6 Uj 0 <br />Uj Uj -j Uj 2 �- 0 <br />W/H LU LU Irm-i X��ezx z <br />5: -1 0 0:U)LL00 -jo <br />< X -1 x <br />UNDER SLAB ELECTRICAL CONDUIT Q z , U- 2 z 2 0 <br />0 < <br />(:y(n0f90z0x00C'00zz L) <br />F- CD LU 0- W V3 0� W < , = <br />LAVATORY 000 -1 (D EL -ow 0 a. <br />0 Z i � < 0 R E LZL () 0 a. <br />LL <OUJ Ewi-nm� < <br />Y z <br />WATER CLOSET ow 70 Z) 0 <br />LL < 0 <br />42" x 42" A/C CONCRETE PAD <br />BEARING WALL <br />0 FOOTING LEGEND z CN <br />W <br />TAG TYPE SIZE REINFORCING LD <br />U) 5 <br />> (/) <br />OA THICKEN EDGE 8" x 8" DP (1) #5 CONT. (D 0 <br />0 1.-: cr) 0 <br />OB MONO FTG 20" x 20" DID (3) #5s CONT. < fn M r11- <br />W.f —j LO <br />OC PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY z LL it <br />OD MONO FTG 16" x 12" DP (2) #5s CONT. W <br />W a. ce) <br />z IL 2 T'- <br />< 00 <br />z <br />W z <br />W <br />0 <br />0 <br />(0 <br />M1 it <br />MAR 0 4 2023 <br />-Virtual Review Assist, If <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Ktahr PX2300 <br />INK <br />N <br />0 <br />CD <br />N <br />N <br />00 <br />1- <br />co <br />C14 <br />04 <br />z <br />C, <br />C) <br />0 <br />NW <br />W <br />0 <br />C> <br />> <br />C-� <br />Cr <br />CO <br />U) <br />Z <br />Z <br />LU <br />C) <br />4-0 <br />LL1 <br />U) <br />zz <br />ow) <br />0 <br />c) <br />00 <br />(-) <br />0 <br />Z) z <br />CLU= <br />0 Lj <br />< <br />z <br />Ln <br />rb, e <br />W <br />LU F- <br />LL, <br />0 0 <br />z0z: <br />>. M U) <br />00 <br />ILL! <br />CL <br />0 <br />< �—:D <br />2�2 <br />zwo <br />< <br />z <br />:SUW <br />Z LL <br />z <br />z <br />< <br />0 <br />L) <br />0 <br />z <br />A 1 <br />z <br />z <br />W <br />LU <br />> <br />LAST PLOT DATE <br />Z <br />. a <br />0 <br />MONOLITICH <br />I <br />—j <br />FOUNDATION PLAN B <br />