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SCALE:S4.30 <br />SECTION 1 <br />1" = 1'-0" <br />POST PER PLAN <br />10" SQ PLINTH <br />CONC FTG & REINF <br />PER PLAN <br />1' <br />- <br />6 <br />" <br /> <br />M <br />I <br />N <br />8" <br />MI <br />N <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />PER PLAN <br />3" <br />CL <br />R <br />3" CLR <br />TYP <br />3" <br />(4)-#4 VERT <br />CONC GRADE PER CIVIL <br />#3 TIES @ 6"OC <br />3" CLR <br />TYP <br />(3)-#3 TIES @ 1 1/2"OC <br />AT TOP <br />SIMPSON ABU <br />SCALE:S4.30 <br />SECTION 2 <br />1" = 1'-0" <br />CONC FTG & REINF PER <br />PLAN (INCREASE FTG <br />DEPTH AS REQD AT <br />HOLDOWN ANCHOR) <br />1' <br />- <br />6 <br />" <br /> <br />M <br />I <br />N <br />CONC SLAB-ON-GRADE <br />PER PLAN <br />PLYWOOD SHEATHING, <br />TYP AT EXT (SEE PLAN <br />FOR SHEAR WALL LOCS) <br />2x STUD WALL PER PLAN <br />PT 2x SILL PL PER SHEAR <br />WALL SCHED EN <br />7" <br />EM <br />B <br />E <br />D <br />SCALE:S4.30 <br />SECTION 3 <br />1" = 1'-0" <br />CONC SLAB-ON-GRADE <br />PER PLAN <br />POST PER PLAN <br />SIMPSON ABU <br />SCALE:S4.30 <br />SECTION 4 <br />1" = 1'-0" <br />#4 VERT @ 16"OC <br />CENTERED, ALT BENDS <br />CONT CONC FTG & <br />REINF PER PLAN <br />#4 HORIZ @ 12"OC, <br />CENTERED <br />8" THK CONC <br />STEM WALL <br />#4 SLAB DOWELS <br />@ 32"OC <br />CONC SLAB-ON-GRADE <br />PER PLAN <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />PER PLAN <br />3" <br />CL <br />R <br />3" CLR <br />TYP <br />PLYWOOD SHEATHING, <br />TYP AT EXT (SEE PLAN <br />FOR SHEAR WALL LOCS) <br />2x STUD WALL PER PLAN <br />PT 2x SILL PL PER SHEAR <br />WALL SCHED <br />EN <br />7" <br />EM <br />B <br />E <br />D <br />1' <br />- <br />6 <br />" <br /> <br />M <br />I <br />N <br />8" <br /> <br />M <br />I <br />N <br />T/O FIN GRADE <br />PER CIVIL <br />FT <br />G <br /> <br />D <br />E <br />P <br />T <br />H <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />PER PLAN <br />3" CLR <br />TYP <br />3" <br />CL <br />R <br />#4 DOWEL @ 16"OC <br />ALT BEND DIRECTION <br /> 36 <br /> <br /> <br />CONC FTG & REINF PER <br />PLAN (INCREASE FTG <br />DEPTH AS REQD AT <br />HOLDOWN ANCHOR) <br />1' <br />- <br />6 <br />" <br /> <br />M <br />I <br />N <br />7" <br />EM <br />B <br />E <br />D <br />FT <br />G <br /> <br />D <br />E <br />P <br />T <br />H <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />PER PLAN <br />3" CLR <br />TYP <br />3" <br />CL <br />R <br />#4 DOWEL @ 16"OC <br />ALT BEND DIRECTION <br /> 36 <br /> <br /> <br />2" <br />2" <br />1 <br />1 <br />WD PROJ. #DRAWN BY:CHECKED DATE <br />23411 JA EG/SH <br />WESTGROUP DESIGNS, INC.© <br />ISSUED FOR: <br />REGISTRATION/SIGNATURE: <br />SHEET TITLE: <br />SHEET NUMBER: <br />S4.30 <br />REVISIONS: <br />02/19/25 <br />FOUNDATION <br />SECTIONS AND <br />DETAILS <br />No.3503 <br />L <br />I <br />GNE <br />L <br />S NO <br />B A <br />LAE <br />A LI OFRNIA <br />N <br />E <br />ER <br />I <br />E <br />ET <br />ORPD <br />F E <br />R IR <br />L.KC <br />E <br />TS <br />AT <br />CFO <br />RE <br />G <br />S <br />I <br />S <br />URALTSRUCTPRO <br />G <br />R <br />E <br />S <br />S <br /> <br />- <br />NO <br />T <br /> <br />F <br />O <br />R <br /> <br />P <br />L <br />A <br />N <br />REV <br />I <br />E <br />W <br />H: <br />\ <br />2 <br />0 <br />2 <br />3 <br />\ <br />2 <br />3 <br />0 <br />2 <br />2 <br />1 <br />\ <br />3 <br />_ <br />D <br />r <br />a <br />w <br />i <br />n <br />g <br />s <br />\ <br />D <br />w <br />g <br />s <br />- <br />0 <br />0 <br />\ <br />2 <br />3 <br />- <br />0 <br />2 <br />2 <br />1 <br />- <br />0 <br />0 <br />_ <br />S <br />4 <br />. <br />3 <br />0 <br /> <br />F <br />O <br />U <br />N <br />D <br />A <br />T <br />I <br />O <br />N <br /> <br />S <br />E <br />C <br />T <br />I <br />O <br />N <br />S <br /> <br />A <br />N <br />D <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />. <br />d <br />w <br />g <br /> <br /> <br /> <br /> <br />P <br />L <br />O <br />T <br />T <br />E <br />D <br /> <br />B <br />Y <br />: <br /> <br /> <br />Ch <br />a <br />n <br />n <br />o <br />n <br /> <br />S <br />h <br />i <br />d <br />a <br />k <br />i <br /> <br /> <br /> <br /> <br />O <br />N <br />: <br /> <br /> <br />Ma <br />r <br />c <br />h <br /> <br />2 <br />4 <br />, <br /> <br />2 <br />0 <br />2 <br />5 <br />BEWLEY STREET <br />RESIDENCE <br />ILLUMINATION <br />FOUNDATION <br />918 BEWLEY STREET, <br />SANTA ANA, CA 92703 <br />LONG BEACH • SAN DIEGO <br />Project: <br />LONG BEACH OFFICE <br />3900 Cover Street, Long Beach <br />CA 90808 • 562.985.3200 <br />S T R U C T U R A L E N G I N SREE <br />23-0221-00 <br />02/19/251 DELTA 1 <br />02/19/25CITY APPROVAL <br />03/24/252 DELTA 2 <br />No.3503 <br />L <br />I <br />GNE <br />L <br />S NO <br />B A <br />LAE <br />A L I OFRNIA <br />N <br />E <br />ER <br />I <br />E <br />ET <br />ORPD <br />F E <br />R IR <br />L.KC <br />E <br />TS <br />AT <br />CFO <br />RE <br />G <br />S <br />I <br />S <br />URALTSRUCT <br /> <br />Renewal Date <br />LICENSED ARCHITECT <br />STATE OF C A L I FORNI <br />A <br />J <br />C32284 <br />HOSHUAJAMESSMIT <br />05/31/25 <br />03/24/25 <br />914-918 N Bewley <br />St5/8/2025