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_LL <br />LL <br />080 <br />EL r- <br />L ELEV <br />S3 (-) 0'-3 1/2" <br />30'-0" <br />15'-4" <br />6'-0" 8'-8" <br />2'-6" 2'-5 5/8" X-10" T-6 3/8" 3'-4" <br />6 <br />5'-4" T-2" T-0" 1. 2'-10" <br />ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP; <br />12 <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 />2'-0" <br />A <br />o <br />TREAT SOIL W/ TERMITE POISONING OR <br />g <br />Z�) <br />• BORACARE TREATED LUMBER IS AN <br />HB <br />ALTERNATIVE TERMITE PROTECTION TO <br />SOIL POISONING (TYP) <br />Q 9C� Q 4 Q <br />a 13� <br />M <br />� <br />D� <br />2 <br />GG <br />6 S3 <br />M <br />13'-2 3/8" <br />S3 <br />BRG WALL <br />I <br />o <br />B <br />N <br />d <br />d <br />CO <br />13 <br />w <br />14 <br />GG <br />I <br />I <br />w <br />'v <br />s3 <br />v <br />-----___— -$ <br />I r== <br />I <br />C.J. <br />o— <br />1 13 <br />— — — — — — — — — — — — <br />* 14 <br />� <br />I I <br />15'-5" <br />B <br />4 <br />LA L SINK \ ELEC <br />------ I------ �, <br />n <br />_ _ <br />9 9 <br />o <br />II <br />II I d' <br />II <br />6-2 3/4" <br />II <br />911 <br />O13 <br />SHWR <br />O Ii <br />0 <br />II <br />II - � <br />5 N 9 AV <br />`r <br />11 <br />I I <br />Ili <br />00 <br />II i I o <br />13 <br />- <br />III L- Cl) <br />I � > I <br />L <br />C?i <br />o <br />- <br />Z <br />-----L----- <br />S3 0 � <br />II REF <br />i� _ <br />6 r, 4'-2 5/8" <br />0 <br />1'-8" 13 <br />II BRG WALL <br />----I h <br />6 <br />o <br />D <br />" <br />10 G <br />o <br />*`�' D <br />I s3 I <br />� <br />C.J. <br />ELEV. <br />r--- z --- <br />U <br />I <br />��_ D I I <br />o <br />g <br />113 <br />d' <br />S3 <br />I I <br />- 13L J 0 <br />T <br />- o <br />— ----N------ <br />--- <br />oC.J.— <br />9 <br />914" L <br />9'-10 7/8" <br />I I <br />SEE DETAIL D/S3 0o H o <br />FOR FRAME WALL 100 <br />TO CMU B LL <br />1iQ <br />oCONNECTIONS <br />90 13 13 <br />�4c <br />J <br />oo <br />S3 <br />B 3'-1 1'-11" 3'-0" <br />HB <br />LL <br />„ io <br />A <br />0 <br />C)8 <br />o <br />o <br />co A <br />zo <br />N <br />13 <br />C <br />r <br />C <br />—AELEV. <br />(-) 3 <br />1/2" <br />F16'-0" V-4" 8'-8" 1'-4" z:� <br />10" <br />U <br />U_ <br />20'-0" 10'-0" <br />~ <br />E:� <br />00 <br />30'-0" <br />_ <br />FOUNDATION PLAN A <br />10 <br />1/411= 11-011 <br />FOUNDATION LEGEND: <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) <br />IN ACCORDANCE W/ AC1224-3R N <br />C1 = FILLED CELL W/(1) #5 VERTICAL o <br />M = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />A = FILLED CELL W/ (2) #5 VERTICAL _"04 <br />a" <br />C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) LO <br />o <br />(2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS M� t `� 00 <br />®= WINDOW OPENING ABOVE <br />R. hl)'Nc x <br />PLUMBING NOTES: &s, z <br />w <br />FBC 7TH EDITION (2020) PLUMBING SECTION 604 _ <br />a S3 Q 0 <br />1. TANK TYPE WATER CLOSET VOLUME <br />qs N <br />1.6 GALLONS <br />2. WATER -FLOW RATE. s o <br />z <br />a <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. ^^ll <br />VTR LOCATIONS ARE APPROXIMATE AND MAY W 0 o ° <br />CHANGE DUE TO JOBSITE CONDITIONS. C) M � di <br />•1� V' M I <br />01 <br />LICENSED PLUMBER TO VERIFY AND HAS THE-0-ofj co <br />t o <br />AUTHORITY TO CHANGE AS NEEDED. 2 o <br />ram LL o o Q <br />U i� O <br />.N w SZN = <br />KEYNOTE LEGEND L oCO <br />KEYNOTE ANNOTATION <br />1/2" DP X 9-1/2" WIDE RECESS <br />1-1/2" DP X 8" WIDE RECESS <br />1-1/2" DP X 13" WIDE RECESS can <br />4� ICE MAKER LINE <br />SINK - KITCHEN <br />6� REF <br />WASHER LU <br />W/H W W W woo ¢�¢ a<ozx z <br />W (D of J�O���w0Oo J0 <br />9� UNDER SLAB ELECTRICAL CONDUIT Q Q V o o LL o 0- o o m° Z <br />O10 LAVATORY -1(DC>zYozzLL0W0 0- <br />O Z <0W°2_��—w_YOQ CL <br />a <br />11 WATER CLOSET a ¢ ° o ° Q ¢ X <br />12 42" x 42" A/C CONCRETE PAD <br />iQ <br />13 BEARING WALL <br />O <br />14 (3) BUC W/ HTT4 ON BOTTOM O <br />Z N <br />O FOOTING LEGEND O <br />C :) ti <br />TAG TYPE SIZE REINFORCING >_ O <br />D M O <br />C THICKEN EDGE 8" x 8" DP (1) #5 CONT. Q J � ) <br />C a. <br />MONO FTG 20" x 20" DP (3) #5s CONT. 2 L.L� <br />C PAD 24 SQ x 16 DP #5s 6 O.C. EA. WAY < Lu <r M <br />C MONO FTG 16" x 12" DP (2) #5s CONT. 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