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r <br />30'-0" <br />OVERALL <br />10'-11 1 /2" 6-0" 13'-0 1 /2" <br />,00 4'-0" 4'-0" 4'-3" T-5" T-6" T-10" T-0" 4'-0" <br />A <br />_ U_ 12 <br />J H c0 4'_8' <br />TS3 � r <br />B C ELEV (-) rL HB <br />"' 1 _ <br />3 112" <br />la a 71 <br />c) IO Q d 0 E3 1 <br />_ I I <br />o II II <br />> <br />� '.IT=8 1/2"CD 0 <br />6 I I <br />o -}--� REF ( W <br />W <br />�� <br />a l --- I �U <br />IIr-- <br />16'-2" 6 13'-10" <br />C.J. I C.J. <br />o I <br />' � I <br />� III `' I B <br />Q_� O ' i °Q <br />B <br />bo <br />O I I I I <br />9'-5 1 /8" I I <br />*EILEC/PLUMBo —� ----- CONTROL JOINT <br />— ------------ <br />3/8" / / I — <br />FOOTING � 9 <br />I <br />13 / (4) STUD I <br />0 <br />L;* �� // " HTT4 AT BASE) <br />b `r ai IS3 <br />ZOaF(D <br />I <br />tn <br />> <br />WOUJ <br />7 T-3 3/8" zI <br />2I'-4 7/0. <br />8"' <br />q ELEC M z LAV <br />K rn OIO <br />iOuS <br />I 1-" tL <br />ED <br />p ---- <br />II - II -wH N F --� <br />-_--- -- ----c--== -_ _-- _ -- ==4 <br />b 13 <br />I <br />G 10 I <br />8 I CC S3 11 I <br />I <br />ELEV <br />a S3 I <br />13 D <br />=W <br />I- b Iz <br />to I I Z <br />.40F4 <br />O <br />C1 I I0 M Z '-4 7/8' <br />I z WC I <br />B ,0 I <br />I I I I <br />CONTROL JOINT I <br />II <br />_ co.4 U <br />� M co <br />D C) I <br />1 O1 SEE DETAIL D/S3 I I I <br />O I FOR FRAME WALL 1 I <br />N I TO CMU _ 4'-1 7/8" <br />CONNECTIONS �B � FOOTING <br />a <br />o I o? <br />N I d1 I b0�� I �y <br />L/ c <br />►•���•���•••••��•••••*•••gg 110•y�•••�•�•�•��•��we as►iiiiii <br />■ ■ SENIi!�!i!i!i!i!i!i !�!i!i!i!i!i tititititi!itit�i!i!i!i!i!i!i!il ONIC lililililili� �� ■ ■ ■ <br />r <br />. 1 <br />1 1 <br />30'-0" <br />OVERALL <br />FOUNDATION PLAN (ELEVATION A <br />1 /411 = 1 1-011 <br />P� <br />I <br />co <br />co <br />9 <br />c%> <br />J <br />bo <br />coW <br />v> <br />O <br />telk 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 (CJ) IN <br />ACCORDANCE W/ ACI224-3R <br />10 = FILLED CELL W/(1) #5 VERTICAL <br />® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />A = FILLED CELL W/ (2) #5 VERTICAL <br />O = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) <br />.'= (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS <br />m= 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 C.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 />1O <br />1/2 DP X 9 1/2 WIDE RECESS <br />2O <br />NOT USED <br />30 <br />1-1/2" DP X 13" WIDE RECESS <br />4o <br />ICE MAKER LINE <br />5O <br />SINK - KITCHEN <br />6O <br />REF <br />7o <br />WASHER <br />8� <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 />0 FOOTING LEGEND <br />TAG <br />TYPE <br />SIZE <br />REINFORCING <br />�A <br />THICKEN EDGE <br />81 x 8 DP <br />(1) #5 CONT. <br />© <br />MONO FTG <br />20" x 20" DP <br />(3) #5s CONT. <br />© <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 />(2) #5s CONT. <br />OCT 0 6 2022 <br />VRA <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 />o <br />� \ <br />N <br />Lvi�A ` Y <br />♦ "JJ <br />Q ` <br />aoo <br />ARC+vi05 4,♦'��, <br />¢ <br />W <br />0 <br />or <br />0 <br />z <br />CLO) F, o <br />u <br />8 M `r ai <br />N M ao ? <br />N <br />V ��� M <br />� 9 <br />_O o <br />} <br />Q <br />t U m <br />•N <br />• w C3 <br />■ Q N <br />>` �o �2 m <br />W W <br />W <br />ow W0� <br />Q -j '<�~z' <br />0, <br />W:)g-j <br />Q Q V <br />- <br />Oaw LLUO0'_jO <br /><aOJzxLL0z20o'-p <br />9w296zOWoomz U <br />U) O Z <br />�Wa-W55wWWvW,x<=) <br />-J<<W Klz WOOa <br />L!_ <br />OW ��� � <br />o< o 0 oQz� <br />¢ ¢ <br />LL¢ O LL <br />1 <br />O <br />Z W <br />O� <br />(n o <br />C]U)�MO <br />J L0 <br />U <br />ti <br />I—IxaM <br />W CL T- <br />Z U <br />W <br />W <br />J0 <br />O <br />' <br />i <br />I <br />I <br />I <br />I <br />O <br />ooaoCN <br />O <br />O <br />�— <br />N <br />N <br />N <br />N <br />N <br />O <br />o <br />O` <br />e`N- <br />O <br />N <br />O <br />00 <br />O <br />e— <br />r" <br />O <br />NO <br />! <br />i <br />' <br />z <br />O <br />'^ <br />L0 <br />U <br />W <br />o <br />0 <br />0 <br />0 <br />o <br />i <br />I <br />may. <br />> <br />� <br />c_� <br />ri <br />v <br />ui <br />I <br />I <br />' Cr <br />Z~ <br />zZ <br />W <br />¢W <br />O♦ <br />.1-a <br />W <br />? <br />Q <br />_ <br />Woo <br />U U U <br />�. <br />O <br />=)Z> <br />OW <br />ow <br />�— <br />Z <br />a_a <br />:0 <br />f- <br />w ¢ <br />= <br />m lt w <br />N <br />0 <br />o <br />N <br />�Om <br />. . <br />LLI <br />O <br />>— r <br />Q <br />Z <br />gWIx <br />W U_ <br />az <br />Z <br />mZ <br />mm <br />0U <br />0CL <br />F_ <br />z <br />Z <br />w <br />W <br />J <br />ti <br />O <br />LAST PLOT DATE <br />• <br />September 21, 2022 <br />z <br />MONOLITHIC <br />FOUNDATION PLAN A <br />--------------- <br />