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MA <br />L1 M1 <br />MB <br />MC <br />MG <br />MHMH <br />MF <br />LA <br />LC <br />LD <br />LF <br />LG <br />LH <br />LI <br />LJ <br />LB <br />LE <br />L3 L5 <br />L4 <br />L6L2 <br />BB <br />AA <br />101 <br />10229' - 9"25' - 0"11' - 2"26' - 0"12' - 10"25' - 0"1' - 6"97' - 0"FTGCOL &1' - 6" ó32' - 9 1/2"1' - 7 1/2"2' - 9"19' - 4"1' - 4"12' - 11"2' - 3"24' - 0"3' - 0"19' - 11"18' - 8"10' - 7"5" SEISMIC JT <br />36' - 8"15' - 6"4' - 2"25' - 0" <br />8' - 8"11°52' - 2" <br />12 <br />S302 <br />S302 13 <br />27 <br />S302 <br />31 <br />S302 <br />S302 11 <br />S302 25 <br />AA.1 <br />S302 <br />16 <br />4" SLAB ON GRADE w/ #4 @ 24" OC EA WAY @ 1å" CLR @ <br />TOP OF NS BARS w/ EW BARS BENEATH o/ 15 MIL MIN CLASS <br />A ASTM E1745 VAPOR BARRIER w/ 0.01 PERM o/ 3" <br />DRAINAGE BASE o/ PREPARED SUBGADE. TYP UON. TOC=+0' - 0" <br />S30232 <br />20 <br />S201TYP @ EXT FRGCONT FTG12" WIDEA <br />36'-3" <br />5 <br />S201 <br />TYP <br />10 <br />S201 <br />TYP @ <br />INTERIOR FTG <br />A <br />6'-1" <br />A <br />22'-5å" <br />A <br />14'-7" <br />A <br />14'-6" <br />A <br />3'-11 <br />A <br />5'-3" <br />A <br />29'-11"A29'5A16'-6"A <br />12'-0"A11'-1"A20'-2"A17'-5"A11'-3"A3'-9å"A28'-10"B <br />B <br />-1' - 0" FTG <br />S302 <br />22 <br />S302 <br />23 <br />S30221 <br />S302 <br />35 <br />30 <br />S201 <br />CONT FTG <br />18" WIDE <br />(4) <br />LOCS <br />TYP @ INT FTG <br />CONT FTG1' - 0" WIDE1' - 9"1' - 3" <br />19 <br />S201 <br />(2) <br />LOCS6x66x6B <br />B <br />-12" FTG <br />(2) <br />LOCS <br />-12" FTG 4 <br />S2016x6S301 <br />35 <br />(1) 2x TR(2) 2x K(1) 2x TR(2) 2x K(1) 2x TR(3) 2x K(1) 2x TR(3) 2x K(1) 2x TR(3) 2x K(1) 2x TR(3) 2x KFTG <br />COL & <br />1 3/4" ñ <br />L1.1 PIPE8STD <br />B <br />FTG <br />COL & <br />1 3/4" ñ PIPE8STD (3) LOCS <br />ALONG GRID LA <br />21' - 0"21' - 4" <br />B BTYP <br />EOC <br />2 1/2"6x6 6x66x66x66x6 <br />7' - 1"7' - 1 1/2"8' - 9"1' - 0 1/2"(1) 2x TR(1) 2x K6x6 15 <br />S201 <br />TYP <br />2' - 6" <br />TYP <br />1' - 6"(1) 2 x T R <br />(3 ) 2 x K(1) 2 x T R <br />(3 ) 2 x K(3 ) 2 x <br />.(2 ) 2 x .(1) 2 x T R <br />(2 ) 2 x K <br />S302 15 <br />8' - 5"4' - 6"DTT2Z-SD2.5DBL2xDTT2Z-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)(3) 2x.6x66x6DTT2Z-SD2.56x6DTT2Z-SD2.56x6 DTT2Z-SD2.5DBL2X (K)DTT2Z-SD2.5DBL2X (K)A14'-0"DTT2Z-SD2.5 <br />DBL2x (K) <br />DTT2Z-SD2.5DBL2x <br />35 <br />S001 <br />DTT2Z-SD2.5(3) 2x <br />DTT2Z-SD2.5(3) 2x <br />TOC +0'-0" <br />+0' -0" <br />* <br />ç"ø AB @ 48" OC UON PER <br />SHEAR WALL SCHD 5" MIN INTO <br />FIRST POUR. AB TO HAVE ð <br />WASHER & CUT WASHER PER <br />#4 @ 24" OC <br />WALL SHTG PER <br />PLAN <br />EN <br />#5 CONT <br />T& B <br />2x PT CONT ð. <br />PROVIDE MIN (2) AB <br />PER PIECE w/ 12" <br />MAX/5" MIN @ ENDS <br />WALL FRMG <br />PER PLAN <br />#4 CONT @ EDGE. <br />EDGE OF SLAB/FTG <br />@ FACE OF SHTG <br />UON PER PLAN <br />FIN GRADE <br />PER CIVIL CVR2"5"12" <br />PRIOR TO 2ND CONCRETE <br />PLACEMENT PREP CONTACT <br />SURFACE TO BE FREE OF <br />LAITANCE & TO EXPOSE CLEAN, <br />SOUND CONC MATRIX <br />7"18" MIN18" MINCVR3"PER PLAN <br />WIDTH <br />31 <br />S001 <br />TOC +0'-0" <br />+0' -0" <br />* <br />NOTE: <br />SEE UON 5"5 <br />S201 <br />LEDGEND <br />2x6 DF#2 @ 16" OC w/ å" SHTG <br />* <br />*'-*"SHEAR WALL MARK w/ MIN SHEAR WALL LENGTH <br />INDICATED WHERE REQ. SEE SHEAR WALL SCHD. <br />TERMINATE SHEAR WALL @ OPNGS. PROVIDE <br />EDGE NAILING @ KING STUDS $ POSTS <br />1å"x7å" LSL @ 16" OC w/ å" SHTG <br />NOTES: <br />1.INSTALL WALL SHTG PRIOR TO CONSTRUCTION OF POP-OUTS <br />AND ADJACENT WALLS. <br />2.BLOCK ALL PANEL EDGES. <br />3.ALL NAILS INTO PRESSURE TREATED SILL ƒ's SHALL BE HOT <br />DIPPPED GALVANIZED. <br />4.AT ADJOINING EDGES, STICHED DBL 2x PER MAYBE <br />USED IN LIEU OF 3x MINIMUM. <br />32 <br />S001 <br />NOTES: <br />1.EXTERIOR WALLS NOT NOTED AS SHEAR WALLS SHALL HAVE SAME <br />SHEATHING AS SHEAR WALLS. NAIL w/ 8d @ 6" OC EDGES, 12" OC <br />FIELD. BLOCK ALL EDGES. <br />2.GRID LINES & DIMENSIONS ARE TO EXTERIOR FACE OF STUD UON. <br />3.FTG DENOTES TOP OF FOOTING ELEVATION BELOW FLOOR SLAB. <br />DATUM 0'-0" IS 1st FLOOR SLAB ON GRADE. <br />4.TOC DENOTES TOP OF CONCRETE ELEVATION. DATUM 0'-0" IS 1st <br />FLOOR SLAB ON GRADE. <br />5.EOC DENOTES EDGE OF FOOTING/SLAB FROM FACE OF STUD . <br />EOC IS FLUSH WITH OUTSIDE FACE OF SHEATHING UON. <br />6.FOS DENOTES FACE OF STUD. <br />7.STUDS FOR HEADER SUPPORT. <br />PROVIDE (1) KING & (1) TRIMMER UON. SEE <br />8.BUILDING PAD AND FTG BEARING SURFACES TO BE PREPARED <br />PER SOILS REPORT. <br />9.SEE ARCH FOR EXTERIOR FLATWORK & WALKWAYS.(1)2x(K)(1)2x(TR)26 <br />S001 <br />TOC +0'-0" <br />+0' -0" <br />102 <br />NOTE: <br />SEE UON10 <br />S201 7"18" MINPER SCHDPER SCHD <br />REINF PER <br />SCHEDCVR3"CVR <br />3" <br />TOC +0'-0" <br />+0' -0"1' - 0"1' - 0"1' - 0"CVR2"CVR3"#5 CONT T& B. EXTEND <br />TO FAR END OF SPREAD <br />FTG & PROVIDE 12" <br />HORIZ 90ü HK @ <br />MIDWIDTH OF CONT FTG <br />TOC +0'-0" <br />+0' -0" <br />LA <br />ROTATE <br />HKS AS REQ <br />DEEPEN FTG <br />AS REQ TO <br />MATCH BOTT <br />OF SPREAD <br />FTG <br />S201 <br />5 <br />1' - 6" <br />PER PLAN <br />TOC <br />SIM <br />FTG PER <br />PLAN. SEE <br />19 <br />S201 (3) #4 DOWELS @ <br />FTG MID-DEPTH 8"30" <br />TYP <br />6" MINCONC <br />HARDSCAPE PER <br />LANDCSAPE <br />COL PER <br />PLAN <br />a-aTOC +0'-0" <br />+0' -0" <br />M1 L6 <br />EXP JT <br />5" <br />1/2"MIN CLR <br />4 1/2" <br />WIDTH <br />PER PLAN1' - 6" MIN8"PER PLAN <br />TOC <br />(2) #5 CONT T& B <br />EXTEND SLAB <br />REINF 24" <br />BEYOUND EDGE <br />OF SLAB <br />NOTE: <br />SEE UON5 <br />S202 <br />MIN <br />1' - 0" <br />TOC +0'-0" <br />+0' -0" <br />M1 L6 <br />NOTE: <br />SEE UON15 <br />S201 <br />PER PLAN <br />TOC <br />à <br />ðå x 12" SQ w/ (4) <br />é"øx12" ASTM A1553, <br />GR 36 AB @ 9"x9" GA <br />w/ 4" PROJ, 3" HKS, & <br />8" EMBDMT <br />PLAN a-a <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 9:34:13 AMLOBBY FOUNDAION PLAN & <br />DETAILS <br />S201 <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"11 LOBBY FOUNDATION PLAN <br />3/4" = 1'-0"5 DETAIL <br />3/4" = 1'-0"10 DETAIL <br />WOOD SHEAR WALL SCHEDLE <br />MARK <br />SHTG <br />(NOMINAL <br />THICKNESS)AB <br />SILL ð <br />NAILING <br />SHTG <br />FSTNR <br />FSTNR <br />SPACING <br />EDGES <br />FSTNR <br />SPACING <br />FIELD <br />A å" APA RATED <br />SHTG, EXP 1 <br />å" AB @ <br />48" OC <br />16d <br />SINKERS <br />@ 8" OC <br />8d <br />COMMON <br />6" oc 12" oc <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 />3/4" = 1'-0"19 DETAIL <br />3/4" = 1'-0"4 DETAIL <br />3/4" = 1'-0"30 DETAIL <br />TYP @ <br />OPNGS <br />3/4" = 1'-0"15 DETAIL <br />3/4" = 1'-0"20 DETAIL <br />No. Descripotion Date By <br />6/8/2021, 1:58:25 PM <br />21-0396 <br />LUMEN ARCEO