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EXISTING CONCRETE SLAB ON GRADE <br />4" CONCRETE SLAB ON GRADE W/ #4 @ 16" O.C. <br />E.W. CENTERED IN SLAB OVER 10 MIL VISQUEEN <br />OVER 4" OF 1/2" GRAVEL (CALGREEN 4.505.2.1) <br />4" CONCRETE SLAB ON GRADE W/ #4 <br />@ 16" O.C. E.W. CENTERED IN SLAB <br />OVER 10 MIL VISQUEEN OVER 4" OF <br />1/2" GRAVEL (CALGREEN 4.505.2.1) <br />1 <br />2 <br />3 <br />A <br />4'-0" <br />C <br />3'-2" <br />C <br />2'-11" <br />C <br />5' <br />- <br />1 <br />" <br />A <br />3' <br />- <br />9 <br />" <br />C <br />3' <br />- <br />9 <br />" <br />A <br />8'-0" <br />A CB D E F G <br />4 <br />5 <br />A <br />4'-0" <br />B <br />8' <br />- <br />0 <br />" <br />C <br />4' <br />- <br />0 <br />" <br />WSWH 12X8 <br />W/1" STD. A.B. <br />3 <br />WSWH1.1 <br />5'-8" x24"x24" DEEP CONCRETE GRADE <br />BEAM W/(4) #5 TOP AND BOTTOM <br />P30 <br />P30 <br />EXISTING CONCRETE SLAB ON GRADE <br />1 <br />SD1 <br />HDU <br />2 <br />4X4 <br />HDU <br />2 <br />4X4 HDU2 <br />4X4 <br />HDU2 <br />4X4 <br />HDU <br />2 <br />4X4 <br />HDU <br />2 <br />4X4 <br />HDU <br />2 <br />4X4 <br />HDU <br />2 <br />4X4 <br />HDU <br />4 <br />4X4 <br />HDU <br />44X4 <br />HD <br />U <br />2 <br />4X <br />4 <br />HD <br />U <br />2 <br />4X <br />4 <br />HD <br />U <br />2 <br />4X <br />4 <br />HDU2 <br />4X4 <br />1 <br />SD1 <br />1 <br />SD1 1 <br />SD1 <br />1 <br />SD1 <br />1 <br />SD1 <br />1 <br />SD1 <br />3 <br />SD1 <br />3 <br />SD1 <br />3 <br />SD1 <br />3 <br />SD1 <br />3 <br />SD1 <br />3 <br />SD1 <br />3 <br />SD1 <br />3 <br />SD1 <br />3 <br />SD13 <br />SD1 <br />3 <br />SD1 <br />3 <br />SD1 <br />3 <br />SD1 <br />3 <br />SD1 <br />1 <br />SD1HD <br />U <br />2 <br />4X <br />4 <br />6 <br />SD1 <br />HD <br />U <br />2 <br />4X <br />4 <br />6 <br />SD1 <br />HD <br />U <br />2 <br />4X <br />4 <br />HD <br />U <br />2 <br />4X <br />4 <br />HDU2 <br />4X4 <br />HDU2 <br />4X4 4 <br />SD1 <br />8 <br />SD1 <br />9 <br />SD1 <br />7 <br />SD1 <br />10 <br />SD1 <br />10 <br />SD1 <br />8 <br />SD1 <br />11 <br />SD1 <br />11 <br />SD1 <br />11 <br />SD1 <br />11 <br />SD1 <br />12 <br />SD1 <br />12 <br />SD1 <br />2 <br />SD1 <br />4 <br />SD1 <br />4" CONCRETE SLAB <br />ON GRADE W/ #4 @ <br />16" O.C. E.W. <br />CENTERED IN SLAB <br />OVER 4" OF 1/2" <br />GRAVEL <br />16 <br />SD1 <br />PP <br />17 <br />SD1 <br />1' <br />18" SQ X 18" DEEP PAD FOOTING <br />W/(3)#4 E.W. TOP AND BOT <br />18 <br />SD1 <br />18 <br />SD1 <br />P18 P18 <br />P18P18 <br />5 <br />SD1 <br />5 <br />SD1 <br />5 <br />SD1 <br />5 <br />SD1 <br />2' <br />FOUNDATION <br />PLAN <br />RE <br />S <br />T <br />R <br />I <br />C <br />T <br />I <br />V <br />E <br /> <br />N <br />O <br />T <br />I <br />C <br />E <br />DA <br />T <br />E <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />SHEET <br />SHEET DESCRIPTION <br />STAMP <br />NO <br />: <br /> 8/1/24 <br />LE <br /> <br />A <br />D <br />D <br />I <br />T <br />I <br />O <br />N <br /> <br />& <br /> <br />D <br />E <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />DATE: <br />22 <br />0 <br />9 <br /> <br />W <br />. <br /> <br />L <br />A <br />R <br />A <br />M <br />O <br />R <br />E <br /> <br />L <br />N <br />. <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />TH <br />E <br />S <br />E <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />S <br />, <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br />S <br />, <br /> <br />A <br />N <br />D <br />SP <br />E <br />C <br />I <br />F <br />I <br />C <br />A <br />T <br />I <br />O <br />N <br />S <br /> <br />A <br />R <br />E <br /> <br />E <br />X <br />C <br />L <br />U <br />S <br />I <br />V <br />E <br /> <br />T <br />O <br />GE <br />T <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> T <br />H <br />E <br />S <br />E <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br />S <br />CA <br />N <br />N <br />O <br />T <br /> <br />B <br />E <br /> <br />C <br />O <br />P <br />I <br />E <br />D <br />, <br /> <br />T <br />R <br />A <br />N <br />S <br />F <br />E <br />R <br />R <br />E <br />D <br />, <br /> <br />O <br />R <br />RE <br />P <br />R <br />O <br />D <br />U <br />C <br />E <br />D <br /> <br />N <br />O <br />R <br /> <br />C <br />A <br />N <br /> <br />A <br />N <br />Y <br /> <br />O <br />T <br />H <br />E <br />R <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />E <br />S <br /> <br />B <br />E <br /> <br />B <br />U <br />I <br />L <br />T <br /> <br />F <br />R <br />O <br />M <br /> <br />T <br />H <br />E <br />M <br />WI <br />T <br />H <br />O <br />U <br />T <br /> <br />W <br />R <br />I <br />T <br />T <br />E <br />N <br /> <br />C <br />O <br />N <br />S <br />E <br />N <br />T <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />30 <br />0 <br />0 <br /> <br />E <br />. <br /> <br />B <br />I <br />R <br />C <br />H <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />SU <br />I <br />T <br />E <br /> <br />2 <br />0 <br />3 <br />BR <br />E <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />8 <br />2 <br />1 <br />TE <br />L <br />: <br /> <br />( <br />9 <br />0 <br />9 <br />) <br /> <br />5 <br />6 <br />9 <br /> <br />- <br /> <br />1 <br />8 <br />8 <br />6 <br />in <br />f <br />o <br />@ <br />G <br />e <br />t <br />S <br />t <br />r <br />u <br />c <br />t <br />u <br />r <br />a <br />l <br />. <br />c <br />o <br />m <br />2 <br />JOB: R23-0943 <br />PHONG TR UONG <br />STATE OF CALIFORNIA <br />REGISTERED PROFESSIONAL ENGINEER <br />NO. C70784 <br />EXP. 06/30/2025 <br />CIV IL <br />2 <br />08 <br />/ <br />0 <br />1 <br />/ <br />2 <br />0 <br />2 <br />4 <br />PL <br />A <br />N <br /> <br />C <br />H <br />E <br />C <br />K <br /> <br />2 <br />PAD SCHEDULE <br />PAD TYPE <br />FOOTING <br />REBAR <br />CONCRETE PAD FOOTING, SEE SCHEDULE <br />SYM. <br />1.REFER TO S.0 SHEET FOR MORE INFO. <br />2.CONTRACTOR SHALL VERIFY ALL EXISTING FOOTINGS AND NOTIFY <br />TO ENG. OF RECORD FOR ALL DISCREPANCIES. <br />3.SPECIAL INSPECTION IS REQUIRED FOR INSTALLATION OF EPOXY. <br />4.CONCRETE COMPRESSIVE STRENGTH SHALL BE f'c = 2500 PSI (U.N.O.) <br />Scale: 3/16" = 1'-0" <br />FOUNDATION PLAN1 <br />FOUNDATION NOTES <br />DESCRIPTION MATERIAL SIZE EDGE <br />NAILING 1,2 <br />FIELD <br />6 <br />8d <br />10d <br />6" <br />6" <br />4" <br />12" <br />12" <br />12" <br />6"12" <br />8" <br />10" <br />48" <br />36" <br />24" <br />SHEAR WALL SCHEDULE <br />FOOTNOTES: <br />1.ALL NAILS TO BE COMMON NAILS. 1.5" PENETRATION IN FRAMING MEMBER OR BLOCKING <br />2.SOLID BLOCKING SHALL BE PROVIDED AT ALL EDGES AND HORIZONTAL JOINTS. <br />3.SHT'G APPLIED TO BOTH SIDES SHALL BE OFFSET OR FRAMING SHALL BE 3X AND NAILS ON EACH SIDE SHALL BE STAGGERED. <br />4.STAGGER NAILS 1/2" & SHT'G. ONE SIDE ONLY. <br />5.SHEETS SHALL NOT BE LESS THAN 4FT X 8FT, EXCEPT AT BOUNDARIES AND CHANGES WHERE SHEET SHALL BE 24" MINIMUM. <br />6.3" X 3" X 0.229" SQUARE PLATE WASHERS SHALL BE USED WITH ALL ANCHOR BOLTS. <br />12"6"16" <br />LTP4 OR <br />A35 <br />16" <br />12" <br />10" <br />8" <br />P 8d 6"12"6"16"--32" <br />12"--4"12"6" <br />4" <br />3/8" PLYWD/OSB, STRUCT. I <br />W/ 8d @ 6", 12", BLOCKED <br />15/32" PLYWD/OSB, STRUCT. I <br />W/ 10d @ 6", 12", BLOCKED <br />15/32" PLYWD/OSB, STRUCT. I <br />W/ 10d @ 4", 12", BLOCKED <br />15/32" PLYWD/OSB, STRUCT. I <br />W/ 10d @ 3", 12", BLOCKED <br />15/32" PLYWD/OSB, STRUCT. I <br />W/ 10d @ 2", 12", BLOCKED <br />SIMP. SDS <br />1/4"Ø X 6" <br />16d A.B.'S <br />5/8" <br />SHEAR <br />SEISMIC / WIND <br />CONFORMING TO ANSI/AF&PA, SDPWS 2021/CBC 2022 <br />3" <br />STAGG. <br />2" <br />STAGG. <br />PANEL <br />JOINT SILL <br />2X <br />2X <br />2X <br />2X <br />2X <br />2X <br />2X <br />2X <br />SILL TO RIM/BLK'G <br />RIM/BLK'G <br />TO TOP <br />PLATE <br />SILL TO <br />FOUND. <br />A <br />B <br />C <br />D <br />E <br />10d <br />10d <br />10d <br />X <br />FRAMING <br />3" <br />STAGG. <br />2" <br />STAGG. <br />2,5 <br />4 <br />4 <br />4 <br />4 <br />72" <br />2X <br />3X <br />3X <br />3X <br />200 / 280 plf <br />340 / 476 plf <br />665 / 931 plf <br />870 / 1218 plf <br />510 / 714 plf <br />3/8" CDX <br />(EXTERIOR NON-SHEARWALL) <br />P18 1'-6" SQ. X 18" DEEP PAD W/ (3) #4 E.W. BOTT. <br />2'-6" SQ. X 18" DEEP PAD W/ (4) #5 E.W. BOTT. <br />PX <br />X <br />SDX <br />PX <br />[E] FOOTING <br />FOUNDATION LEGEND <br />DETAIL NUMBER DETAIL SHEET NUMBER <br />S1 <br />2 <br />2 <br />P30 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2710 N Laird St & 2209 W <br />Laramore Ln10/7/2024