Laserfiche WebLink
NOTE: <br />WHEN A/C UNIT REQUIRED TO BE <br />ABOVE FFE PLEASE PROVIDE <br />CANTILEVER PLATFORM - PROVIDE <br />(1) #5 IN GROUT FILLED CELL AT <br />EACH BRACKET. ALL CELLS TO BE <br />FILLED SOLID W/ GROUT. <br />_ U_ M 9 <br />� oo S3 A7 <br />12 ELEV - ari <br />0'-3 1 /2" <br />30'-0" <br />6' X 3' I <br />5'4" I 3'-4" 3'-4" 3'-2" 5'-2" I 5'-0" <br />v I 2 <br />I <br />HB <br />Q 0 ❑ ❑ ❑ ❑ ❑ 0 <br />I <br />I <br />� B I <br />I <br />I on <br />❑ B - <br />I o <br />I <br />N <br />00 c0 � <br />� N <br />I❑ <br />11'-2" 11'-7" 7'-3° <br />SINK — —LAV— <br />CJ <br />— — — — — — — — — — — ——— — — — — —— — <br />o L- -J ❑ <br />4 <br />:;T <br />0 <br />0 <br />O <br />N <br />0 <br />v <br />--- — _ —� — -- --- O <br />❑ I <br />6 0°°°o II I M <br />II <br />W'T II o ❑ <br />00 15'-3 3/8" 5 5'-3 1/2" j <br />❑ tli <br />D �— iv I v <br />---- <br />- - 0 1 P• <br />1'-8" 11, <br />D 13 � ° I I I M <br />II <br />J- N I 4- + N o O <br />II ' C14 <br />0 <br />v <br />J <br />S6 I cs <br />0 <br />10'-8" <br />❑I <br />o <br />0 <br />❑ J <br />S3 <br />HB 3 <br />O — <br />N ❑ ❑ ❑ <br />MUM <br />1'-10" 10" <br />21'-4" <br />I <br />30'-0" i <br />10 II <br />II <br />II <br />II <br />❑ <br />ELEV. <br />I <br />ULL <br />I <br />II <br />I <br />o <br />� H _ <br />_ <br />CJ <br />N <br />2'- <br />° <br />(D <br />W <br />I <br />i <br />❑ <br />CC <br />S3 <br />9'-10 7/8" <br />D <br />I <br />— — — — — — — <br />— <br />CJ <br />— — <br />i N <br />CI— <br />13 <br />I M U <br />Ili <br />�� <br />ao <br />I II � <br />I <br />� <br />N <br />I LLB <br />❑ <br />I <br />B <br />L 1 <br />in <br />I <br />❑ <br />M <br />❑❑ <br />❑ 1=7=00 <br />I <br />A <br />B <br />I <br />C <br />- <br />I <br />� <br />-"I-- <br />I <br />A I <br />16'-0" <br />10" <br />1 -10 <br />I <br />3'- 1 <br />_ 0 <br />3 -5 <br />ELEV <br />0'-3 1/2" <br />A7 = U_U:- <br />9 a 60 <br />FOUNDATION PLAN - ELEVATION 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 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 />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS <br />IN ACCORDANCE W/ AC1224-3R <br />❑ = FILLED CELL W/(1) #5 VERTICAL <br />®= FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />O = FILL CELL TO ONE COURSE ABV PIPE <br />(NO REBAR) <br />(2) 24" #5 REBAR PLACED DIAGONAL <br />AT CORNERS <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 />11 <br />1/2" DP X 9 1/2" WIDE RECESS <br />2O <br />1-1/2" DP X 8" WIDE RECESS <br />3O <br />1-1/2" DP X 13" WIDE RECESS <br />O <br />ICE MAKER LINE <br />O <br />SINK - KITCHEN <br />6O <br />REF <br />7O <br />WASHER <br />8O <br />W/H <br />9O <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 />O FOOTING LEGEND <br />TAG <br />TYPE <br />SIZE <br />REINFORCING <br />oA <br />THICKEN EDGE <br />8" x 8" DP <br />(1) #5 CONT. <br />© <br />MONO FTG <br />20" x 20" DP <br />(3) #5s CONT. <br />CO <br />PAD <br />24" SQ x 16" DP <br />#5s 6" O.C. EA. WAY <br />@ <br />MONO FTG <br />16 x 12 DP <br />1 (2) #5s CONT. <br />MAR 0 9 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 />N <br />N <br />0 <br />N <br />O <br />o oLO <br />CD <br />co <br />I <br />* O ' C <br />LU <br />1 � <br />Q <br />o <br />w <br />0 <br />z <br />Q <br />W <br />0 U <br />�"'M 2 <br />N <br />V -0-02 m <br />L <br />� o <br />-20 0 <br />•N <br />t w 13� < <br />QN <br />^, <br />W <br />co 'i � <br />L 0 - .- <br />00 <br />W W W <br />ow F- <br />LU QW_9Yz z <br />w2_j W_LL� <br />02_�ow"o°_j° <br />— <br />N2<0xzLLL-OZj <br />wU <br />�C? <br />U <br />O <br />z�OOOmzz�¢v <br />Wq.j5ww5wQ� <br />LL0Uj <br />OLCli <br />O z <br />LL <br />_wQ�ww <br />QQOz <br />QXom <br />QOwO <br />QQQ0Z <br />LL Q 0 F- Q LL <br />M <br />O <br />O <br />N <br />W <br />� = <br />O <br />"0 0 <br />O <br />n <br />Q J fLn <br />U_ <br />�LULn <br />a(yj <br />O <br />Z I— <br />Z <br />W <br />Ja <br />J <br />N <br />N <br />O <br />N <br />r <br />O <br />N <br />O <br />O <br />00 <br />M <br />w <br />cD <br />r <br />o0 <br />r <br />c0 <br />r <br />O <br />N <br />O <br />N <br />CDr <br />N <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />O <br />N <br />O <br />O <br />O <br />r <br />i <br />O <br />r <br />i <br />oD <br />C� <br />CV <br />M <br />i <br />00 <br />O <br />O <br />r <br />CD <br />O <br />O <br />O <br />O <br />O <br />r <br />O <br />r <br />N <br />O <br />o <br />NU-) <br />> <br />r <br />0 <br />NMVLOtoI-- <br />0 <br />0 <br />0 <br />0 <br />0 <br />Lo 17 <br />Cr <br />COCD <br />Z Z <br />O <br />W <br />Luo <br />0 CD <br />LLI ro <br />O <br />O�a <br />z <br />ZM <br />LLJ H_ <br />� F- <br />Q <br />�1 <br />�moz <br />=I-=z <br />�1 <br />v <br />Z <br />Q <br />z Wrl. <br />IZ. <br />z z <br />00 <br />L 00 <br />O <br />d 2 z <br />O <br />Z r- <br />U)z <br />1Qo <br />Z <br />U <br />v <br />g <br />Oo <br />m <br />z <br />Q <br />Z <br />J <br />W <br />N <br />� <br />PLOT DATE <br />>OLAST <br />Nov. 30, 22 <br />Z O <br />J <br />FOUNDATION PLAN A <br />