Laserfiche WebLink
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 />s MAX. DRY DENSITY <br />TREAT SOIL W/ TERMITE POISONING OR <br />s BORACARE TREATED LUMBER IS AN <br />ALTERNATIVE TERMITE PROTECTION TO <br />SOIL POISONING (TYP) <br />0 <br />M <br />0 <br />d- <br />0 <br />v <br />M <br />O <br />A7 S3 a 60 <br />ELEV - <br />U-3 1/2" 12 <br />30'-0" <br />i 6' X 3' <br />5'-2" 3'-2" 3'-4" 3'-4" I 5'-4" 4'-8" <br />2'-0" I A <br />I I <br />_ HB <br />O E] 0 E] ❑ E] ❑ <br />I <br />2 <br />I El <br />I <br />E] IB ❑ - <br />I <br />o I <br />N <br />0 io <br />N � - <br />7'-3" 11'-7" 1 V-2" <br />CJ LAV I SINK <br />— — — — — — — — — P. F] 4 <br />II 6 <br />❑ o I II �rW <br />j 5`-3 1/2" 1 1 5 15'-3 3/8" ep <br />Ln <br />D CC -- <br />N S3 '' ❑ - <br />�� <br />13 L--OD <br />N J-4 I N II <br />II <br />II <br />II 10 <br />LI <br />II /H <br />II <br />❑ I C) 1 1 11 ELEV. �- <br />(-) 0'- 4" <br />CJW1 H o <br />-- —�� - <br />Fr a rn <br />o) <br />N I <br />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 />1?.7 <br />;t <br />0 <br />v <br />0 <br />O <br />0 <br />N <br />0 <br />❑ <br />it <br />I C <br />� <br />o <br />B <br />i i j <br />Cc <br />S3 <br />I <br />9'-10 7/8" <br />10'-8" <br />❑ N <br />D <br />-- <br />--------- <br />— <br />— -- CJ <br />- <br />I <br />I I <br />�JJ <br />❑ <br />I <br />❑ <br />1 <br />I <br />B <br />o <br />E7 0 <br />E7 E3 <br />00 <br />_ J <br />A <br />I <br />❑ <br />S3 <br />C <br />I <br />B <br />— — 0I <br />0 <br />HB <br />' <br />q <br />I ?` <br />3'-5" <br />I 3'-1" <br />1'-10" <br />16-0" <br />10', 21'4" 10" <br />I <br />30'-0" <br />rh�ELEV <br />(-) 3 1/2" <br />_ U- <br />9 <br />U <br />a A7 <br />FOUNDATION PLAN - ELEVATION A <br />1 /4" = 1'-0" <br />C <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS <br />(CJ) 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 />1/2" DP X 9 1/2" WIDE RECESS <br />�2 <br />1-1/2" DP X 8" WIDE RECESS <br />O <br />1-1/2" DP X 13" WIDE RECESS <br />4O <br />ICE MAKER LINE <br />SINK- KITCHEN <br />6O <br />REF <br />WASHER <br />O <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 />C 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 />C <br />PAD <br />24" SQ x 16" DP <br />#5s 6" O.C. EA. WAY <br />O <br />MONO FTG <br />16" x 12" DP <br />(2) #5s CONT. <br />Virtual Review Assist, inc. Plans Review completed and approved <br />for compliance <br />Debra th Anne eAnneKlaha PX230[9 Edition <br />i <br />M <br />N <br />0 <br />co <br />co <br />® <br />LO <br />LO <br />CC C <br />LO <br />CCD <br />•', <br />LO <br />°� pwyr � � s y��w <br />e. <br />�v <br />Ui <br />O <br />4= <br />aX xs ✓ _ <br />W <br />0 <br />z <br />p L-0 <br />�o U <br />S 0 (y) N C) <br />V _0 -C- <br />Ao '= s 2 <br />Oo 2 o <br />yr 0 ti o C Q <br />V) u Lu Q N <br />>� o E 2 .9) <br />00 <br />CL Q) <br />W <br />�Wy (� W <br />�LLl W p� <br />WrQ x�� qf�Yezw Z <br />�02__ pMw<,002 JO <br />LL < U <br />Q I- 1- <br />?axJ Z x�QZ 20 C, <br />C�CM6,O200mozZ:D U <br />(U ®d <br />®z <br />�pa>zY0Lu �z�pWo�a <br />Q0wp�l¢--� �YZ2�0 <br />o o <br />OLL <br />Q p Q� <br />f <br />r <br />O <br />O <br />O LJJ <br />> u.) C:) O <br />O <br />Q (n J Ln <br />CL <br />� uo) Ll. � <br />Q LLi Q <br />Q Q 00 <br />z <br />W <br />Lu <br />J <br />O <br />110 <br />mi <br />V_ <br />N <br />0 <br />co <br />0 <br />co <br />0 <br />A <br />4 <br />CV <br />CD <br />N <br />N <br />O <br />O <br />O <br />O <br />o <br />00 <br />ai <br />coM <br />� <br />� <br />M <br />� <br />o <br />N <br />O <br />N <br />CD•, <br />N <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />O <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />A <br />O <br />N <br />O <br />CDr <br />o <br />rCD <br />Ob <br />N <br />LOr <br />O <br />CD <br />O <br />O <br />G <br />CDf <br />O <br />O <br />N <br />0 <br />® <br />_ <br />O <br />O <br />.L <br />Nr- <br />o <br />0 <br />0 <br />0 <br />0 <br />0 <br />LO <br />z z <br />o <br />4-1 <br />V <br />U I- _ <br />® <br />< <br />0 EL <br />W W <br />Z <br />Zw~� <br />CO <br />U uj <br />z `S+ i <br />Q <br />Wrl <br />�zz <br />z <br />W <br />Co <br />O�gz <br />V <br />CL W <br />® <br />z ,�! <br />�z`n <br />�QO <br />Z <br />U <br />U <br />� <br />0 <br />z <br />A 1 <br />¢ <br />z <br />W <br />W <br />Cl) <br />N <br />M <br />r <br />LAST PLOT DATE <br />May. 8, 23 <br />® <br />® <br />J <br />FOUNDATION PLAN A <br />