Laserfiche WebLink
30'-0" <br />OVERALL <br />13'-0 1/2" 6'-0" 10'-11 1/2" <br />4'-0" T-0" 3'-101' & T-6' T-5" 4'-3" 4'-0" 4'-0" <br />A <br />4'-8" �_ 60 <br />� J <br />HB n' ELEV (-) 1 S3 <br />Cl) <br />F <br />Q 00 01 Q PLQ 1 Q i <br />II n <br />ii I II <br />ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) I j <br />• 3-1/2" MIN. 2500 PSI CONC. SLAB OVER <br />6 MIL VISQUEEN VAPOR BARRIER Q I - 6 9'-8 1/2-\ <br />• MECH. COMPACTED FILL rO 95% OF - I I o w I REF <br />MAX. DRY DENSITY rn M W <br />• TREAT SOIL W/ TERMITE POISONING OR " <br />BORACARE TREATED LUMBER IS AN <br />ALTERNATIVE TERMITE PROTECTION TO - <br />U <br />SOIL POISONING (TYP) U _ o I I I <br />�I <br />13'-10" 16'-2" <br />Q C.J. I C.J. <br />II <br />io I oo C <br />B 5 B <br />M <br />0 <br />I <br />6 I 9'-5 1/8" I i ELEC/PLUMB �— <br />GG <br />— CONTROL JOINT — — — — — <br />6 I\\ FOOTING <br />I I \ 13 <br />-L <br />o <br />\� <br />z I <br />(4) STUD <br />OI <br />COLUMN W/ (S) C <br />�r <br />I o <br />Q <br />C)l <br />HTT4 AT BASE <br />D I <br />_ <br />2'-4 7/8" <br />I - <br />O <br />SINK <br />z <br />? I <br />I 7 I <br />-j <br />N <br />O rn <br />v l <br />p K w <br />7'-3 3/8" <br />ELEC <br />w <br />6 I <br />i1 <br />o S3 0 GG <br />(V <br />u 0. <br />I <br />WH <br />�/� <br />13 , --- <br />---1--- <br />— - ------------ <br />-- --- <br />13 <br />0? <br />I 10 <br />N <br />G <br />111 S3 I <br />CC <br />I <br />ELEV I <br />-, <br />6 <br />0'-4" I $ <br />I <br />I D 13 I <br />Z: LL i <br />I <br />iv <br />I <br />° zl <br />�_-- = z I <br />o <br />I <br />"P <br />C3U <br />0 <br />�° <br />I <br />" <br />2'-4 7/8' <br />� <br />Y <br />I <br />LAV I <br />I <br />I <br />r <br />I <br />I <br />13 <br />I <br />rU <br />10? <br />i <br />D <br />N <br />I <br />1 <br />6 4'-17/8" <br />co <br />BJ <br />FOOTING <br />LO <br />Lo <br />9 <br />LO <br />ch <br />ih <br />- <br />QQ <br />6Q <br />13 [3 <br />�d <br />IoU <br />11 <br />" 00 <br />Q <br />3'4" 8: <br />4,-1„ <br />4" <br />00 <br />A <br />A <br />Cl) <br />L <br />C <br />6 <br />0 0 <br />00 <br />ELEV (-) <br />0'-3 1/2" <br />7 5/8' <br />_ <br />� <br />1'-4" <br />T-8 3/8" <br />2'-8" <br />U <br />H <br />a4'-4" <br />5'-8" <br />-,I <br />°' <br />(Y <br />0i B <br />— — — — — I CONTROL JOINT <br />SEE DETAIL D/S3 N I <br />FOR FRAME WALL <br />TO CMU <br />CONNECTIONS I <br />30'-0" <br />OVERALL <br />3 <br />16'-0" <br />20'-0" <br />FOUNDATION PLAN (ELEVATION B <br />1 /4'r = 1'—Dr, <br />0 <br />v <br />0 <br />I <br />0 <br />_ I � <br />u <br />BONA <br />-4" <br />FOUNDATION LEGEND: <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN <br />ACCORDANCE W/ AC1224-3R <br />0 = FILLED CELL W/(1) #5 VERTICAL <br />III = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />A = FILLED CELL W/ (2) #5 VERTICAL <br />C = 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 />1� <br />1/2" DP X 9 1/2" WIDE RECESS <br />\� <br />NOT USED <br />3D <br />1-1/2 DP X 13" WIDE RECESS <br />\0 <br />ICE MAKER LINE <br />5� <br />SINK - KITCHEN <br />6O <br />REF <br />7� <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 />O <br />THICKEN EDGE <br />8" x 8" DP <br />(1) #5 CONT. <br />O <br />MONO FTG <br />20" x 20" DP <br />(3) #5s CONT. <br />O <br />PAD <br />24" SQ x 16" DP <br />#5s 6 O.C. EA. WAY <br />Do <br />MONO FTG <br />16 x 12 DP <br />(2) #5s CONT. <br />Virtual Review Assist, Ir <br />Plans Review completed and <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />M <br />N <br />0 <br />N <br />00 <br />. <br />® Y <br />Ln <br />LO <br />'r <br />_ <br />o <br />00 <br />LO <br />- <br />Z_ <br />T <br />"FA <br />l� ♦ by <br />C) <br />tea, <br />,4LLJ <br />e <br />101 <br />O <br />r <br />W <br />0 <br />z <br />Q <br />cv <br />W <br />�.. �0 0 U <br />N d <br />} V) (y) <br />4- <br />V �i�2 m� <br />W i L <br />V/ ` O <br />0�'~ °O <br />� <br />•/IN/IS� <br />�Q <br />s �� }4t <br />W QN <br />V <br />L 00 E � o <br />7W <br />V <br />0 a o <br />i <br />C� <br />W❑oL W �W2'0O <br />��w°Q�2oLLI <�o�o <br />�j <br />U��� _Ozmz�u <br />UJ W W zQ <br />���C <br />z<0- <br />O <br />ogQ W <br />W <br />2W <br />aO <br />QLL <br />0Lu <br />� z �Q <br />W Q O Q ti <br />F <br />O <br />O <br />Z LLLI <br />OI­___ <br />> en 0 <br />M O <br />J Lq <br />�coLLz <br />Uj <_ti <br />I— IY IZ M <br />fY 000 <br />z C) <br />W <br />W <br />J O <br />O <br />I <br />I <br />I <br />O <br />O <br />O <br />CN <br />- <br />0 <br />N <br />0 <br />cM <br />0 <br />LO <br />o <br />N <br />0 <br />N <br />0 <br />N <br />N <br />N <br />N <br />I- <br />CD <br />N <br />7 <br />N <br />C) <br />C)N <br />O <br />'T <br />C) <br />O <br />O <br />O <br />C) <br />N <br />C)I <br />I <br />' <br />z <br />O <br />NUW0000aol <br />Lo <br />> <br />� <br />N <br />f`7 <br />q' <br />to <br />Cfl <br />i <br />Cr <br />M <br />co <br />Z <br />zZ <br />W <br />C)QW <br />'� <br />z <br />Z)z5 <br />0 <br />o�❑ <br />Z <br />arYa <br />H <br />�WQ <br />m p W <br />N <br />~ �2 <br />N <br />o <br />SOU) <br />W <br /><F_� <br />. <br />� <br />0 <br />zoo <br />U <br />WUL <br />gZIt <br />z <br />az <br />U <br />� <br />O <br />O <br />z <br />z <br />z <br />LU <br />WM <br />o <br />O <br />> <br />LAST PLOT DATE <br />. . <br />Mdy 8, 2023 <br />z <br />0 <br />o <br />= <br />MONOLITHIC <br />FOUNDATION PLAN B <br />