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MAMA <br />M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 <br />MBMB <br />MC <br />MD <br />ME <br />MGMG <br />MHMH <br />MF <br />LA <br />LJ <br />L6 <br />25' - 0"18' - 0"14' - 0"18' - 0"25' - 0"100' - 0"5" SEISMIC JT (6) SPACES @ 25' - 0"= 150' - 0"20' - 0"15' - 0"25' - 0" <br />210' - 0" <br />31 <br />S302 100' - 0"25' - 0"11' - 2"26' - 0"12' - 10"25' - 0"S301 <br />26 <br />S30113 <br />S301 <br />35 <br />S301 33 <br />5" SLAB ON GRADE w/ #4 @ 20" OC EA WAY @ 2" CLR @ TOP <br />OF NS BARS w/ EW BARS BENEATH o/ 15 MIL MIN CLASS A <br />ASTM E1745 VAPOR BARRIER w/ 0.01 PERM o/ 3" DRAINAGE <br />BASE o/ PREPARED SUBGADE. TYP UON. TOC=-2 1/2" <br />AA R1 R1 R1 R1 BBR1R1R1R1 <br />BB <br />BB <br />BB <br />BBR1R1R1R1R1R1R1R1AA <br />BB <br />BB <br />BB <br />BB <br />BB <br />CONT FTG12" WIDE. TYP5 <br />S202 <br />CONT CURB6" WIDE. TYPTYP <br />9 <br />S202 TYP1' - 4"A11'-1"A20'-2"A17'-5"A11'-3"10 <br />S202 <br />CONT FTG <br />18" WIDE <br />S202 <br />30 TYP @ <br />CNRS <br />S202 <br />19 <br />TYP @ GRIDS <br />M1 & M10. UON <br />1 5 °15°#5 HAIRPIN PLACED <br />ON TOP OF NS BARS. <br />TYP AS SHOWN <br />10'10' <br />S202 <br />35 (4) <br />LOCS6x6 <br />TYP <br />2' - 6"1' - 6"TYP @ <br />OPNGS1' - 6"(1) 2 x T R <br />(3 ) 2 x K(1) 2 x T R <br />(3 ) 2 x K(3 ) 2 x .(2 ) 2 x <br />.DTT2Z-SD2.5DBL2x (K)DTT2Z-SD2.5DBL2xDTT2Z-SD2.5DBL2x (K)DTT2Z-SD2.5 <br />DBL2x (K) <br />DTT2Z-SD2.5 <br />DBL2x (K) <br />DTT2Z-SD2.5DBL2x (K) <br />35 <br />S001 <br />TOC +0'-0" <br />+0' -0" <br />*1' - 6" MIN10 1/2"6"6" <br />NOTES: <br />1. CURB TO BE CAST MONOLITHIC w/ CONT FTG. <br />2. STAKES IN FTGS ARE TO BE 3" CLR OF REINF, <br />BE REMOVED FROM CONCRETE, & FILLED <br />WITH FLOWABLE CEMENT GROUT.PLANPER#4 @ 24" OC. ROTATE HK AS <br />REQ FOR 3" CVR8" <br />24"12"#4 DOWEL <br />@ 24" OC <br />(2) #4 CONT <br />(3) #5 HORIZ <br />CONT CVR1 1/2"FIN GRADE <br />PER CIVIL <br />TOC +0'-0" <br />+0' -0" <br />*8"15" @ 1" AB12" EXCECPTTOP OF ð <br />WASHER <br />FTG PLAN DIMS PER SCHD 18' MINDEPTH PER SCHDPLANPERð ãx2åx0'-2å" <br />WASHER BTWN (2) <br />STD HEX NUTS <br />CLENCHED TIGHT. <br />REINF PER SCHD <br />PER PLAN <br />S202 <br />5 <br />FIN GRADE <br />PER CIVIL <br />NOTES: <br />1. PEMB GRID LINES & DIMENSIONS ARE TO EDGE OF CONCRETE. <br />UON. <br />2. FTG DENOTES TOP OF FOOTING ELEVATION BELOW FLOOR <br />SLAB.DATUM 0'-0" IS 1st FLOOR SLAB ON GRADE <br />FTG = -2å" UON. <br />3. TOC DENOTES TOP OF CONCRETE ELEVATION. DATUM 0'-0" IS <br />FINISH FLOOR. TOC= 2å". <br />4. METAL BLDG ANCHOR BOLTS <br />A. SEE MFR DWGS FOR ANCHOR BOLT SIZES. <br />B. SEE MFR DWGS FOR ANCHOR BOLT LAYOUT DIMS. <br />C. ANCHOR BOLT EMBEDMENT DEPTHS PER THESE DWGS. <br />5.SEE ARCH FOR EXTERIOR FLATWORK & WALKWAYS. <br />NOTES: <br />MA <br />M1 <br />LA <br />L6 <br />8" <br />+6" TOC <br />-2 1/2" TOC <br />+0" TOC <br />CURB <br />M1 <br />MC <br />L6 <br />8"CLR <br />1/2" <br />+0" TOC <br />-2 1/2" TOC <br />M1L6 <br />8" <br />-2 1/2" TOC <br />+0" TOC TOC +0'-0" <br />+0' -0" <br />* <br />FIN GRADE <br />PER CIVIL <br />Checked By: <br />Drawn By: <br />Project No.: <br />LDA Partners, LLP <br />222 South Central Court <br />Stockton, CA 95204 <br />209.943.0405 <br />www.ldapartners.com <br />Consultant: <br />Project: <br />Architect: <br />jh lawder, inc. <br />structural engineers <br />717 16th Street, Ste. 4, Modesto, CA 95354 <br />(209) 521-1143 Fax: (209) 521-1581 <br />Client: <br /> 5/06/21 <br />5/6/2021 9:34:15 AMPEMB FOUNDATION PLAN <br />AND DETAILS <br />S202 <br />Author <br />JL <br />727-01-18 <br />PERMIT SUBMITTAL <br />5/5/21 <br />MACHADO SPORTS COMPLEX <br />450 COMMERCE COURT, MANTECA, CA <br />95336 <br />1020 MARSH CREEK <br />EBMA INVESTMENTS <br />###.###.#### <br />MANTECA, CA 95336 <br />1/8" = 1'-0"31 PEMB FOUNDAITON PLAN <br />3/4" = 1'-0"5 DETAIL <br />3/4" = 1'-0"9 DETAIL <br />SPREAD FOOTING SCHEDULE <br />MARK FTG DIMS REINFORCING <br />AA 2'-0" SQ x 26" DP (2) #5 x 1'-6" EA WAY T&B <br />B 3'-0" SQ x 18" DP (3) #5 x 2'-6" EA WAY <br />BB 3'-0" SQ x 26" DP (3) #5 x 2'-6" EA WAY T&B <br />R1 3'-0" x 5'-0" X 29"DP (3) #5 X 4'-6" x (5) #5 x 2'-6" EA WAY T&B <br />1/2" = 1'-0"30 DETAIL -PLAN VEIW <br />1/2" = 1'-0"19 DETAIL -PLAN VIEW <br />1/2" = 1'-0"35 DETAIL -PLAN VIEW <br />3/4" = 1'-0"10 DETAIL <br />No. Descripotion Date By <br />6/8/2021, 1:58:25 PM <br />21-0396 <br />LUMEN ARCEO