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SCALE:S3.70 <br />CONCRETE FILLED STEEL STAIR TREADS 8 <br />NONE <br />2" CONC FILL W/ <br />WWF 4x4-W4xW4 <br />12GA MIN STEEL <br />TREAD PL & <br />RISER PL, TYP <br />NOSING FILLER <br />PER ARCH <br />L2x2x1/4 x0'-6" <br />LONG ANGLE <br />SUPPORT <br />PER ARCH <br />11" MIN TYP <br />PE <br />R <br /> <br />A <br />R <br />C <br />H <br />7" <br /> <br />M <br />A <br />X <br /> <br />T <br />Y <br />P <br />1" <br />TYP <br />1" <br />TYP <br />1/8 <br />RISER TO <br />STRINGER, TYP <br />1/8 2-12 <br />RISER TO <br />TREAD, TYP <br />2-12 <br />1/8 2-12 <br />TREAD TO <br />RISER, TYP <br />3/16 <br />ANGLE TO <br />TREAD, TYP <br />3/16 1 1/2 <br />ANGLE TO <br />STRINGER, <br />TYP <br />TREAD TO <br />RISER, TYP <br />NOTE: <br />SEE ARCHITECTURAL <br />DRAWINGS FOR <br />BALANCE OF INFO <br />NOT SHOWN. <br />STRINGER <br />PER PLAN <br />1 <br />SCALE:S3.70 <br />SECTION 7 <br />1" = 1'-0" <br />HSS BEAM PER PLAN <br />HSS COL PER PLAN <br />ELEVATION <br />3/16 <br />3/16 <br />(3/16) <br />(3/16) <br />NOTE: <br />GRIND SMOOTH ALL EXPOSED <br />WELDS. <br />BEAM CONNECTION SCHEDULE <br />BEAM SIZE <br />(Wx,Cx,MCx, <br />OR HSSx) <br />NUMBER & <br />SIZE OF A325 <br />BOLTS <br />SHEAR PL <br />THICKNESS <br />L <br />EDGE <br />DISTANCE <br />SHEAR PL <br />WELD SIZE <br />W8x, W10x, <br />HSS8x, HSS10x (2)-1"Ø 1/4"1 1/2"1/4" <br />W12x, C12x, <br />MC12x, HSS12x (3)-1"Ø 5/16"1 1/2"1/4" <br />SCALE:S3.70 <br />TYPICAL BEAM CONNECTION SCHEDULE 5 <br />NONE <br />FT <br />G <br /> <br />D <br />E <br />P <br />T <br />H <br /> <br />P <br />E <br />R <br /> <br />P <br />L <br />A <br />N <br />PER PLAN <br />3" <br />CL <br />R <br />8" <br /> <br />M <br />I <br />N <br />EM <br />B <br />E <br />D <br />AISC <br />MIN AA <br />HSS OR PIPE COL <br />PER PLAN <br />3/4"Ø HEADED <br />ANCHOR BOLTS <br />PER SECTION A-A, <br />TYP UNO <br />FOOTING REINF <br />PER PLAN <br />L <br />1 <br />1 <br />/ <br />2 <br />" <br />TY <br />P <br />W <br />1 1/2" <br />TYP <br />L <br />1 <br />1 <br />/ <br />2 <br />" <br />TY <br />P <br />W <br />1 1/2" <br />TYP <br />L <br />1 <br />1 <br />/ <br />2 <br />" <br />W <br />1/ <br />2 <br />" <br />1/ <br />2 <br />" <br />TY <br />P <br />3" <br />3" <br />PLAN VIEW A-A <br />BASEPLATE TYPE A <br />PLAN VIEW A-A <br />BASEPLATE TYPE B <br />PLAN VIEW A-A <br />BASEPLATE TYPE C <br />1 1/2" <br />NOTE: <br />SEE PLAN FOR BASE PLATE <br />SIZE, THICKNESS AND TYPE. <br />SCALE:S3.70 <br />INTERIOR HSS OR PIPE COLUMN TO FOOTING 6 <br />NONE <br />LEVELING NUT, TYP <br />3" CLR <br />TYPB/O FTG ELEV <br />PER PLAN <br />1 1/2" NON <br />SHRINK GROUT <br />1' <br />- <br />6 <br />" <br /> <br />M <br />I <br />N <br />SCALE:S3.70 <br />SECTION 1 <br />1" = 1'-0" <br />HSS2x2x1/4 <br />@ 4'-0"OC MAX <br />(3'-6" MAX HEIGHT) <br />GUARDRAIL. <br />SEE ARCH FOR LOCS <br />STAIR TREADS & <br />ATTACHMENT <br />PER ARCH <br />STRINGER PER <br />PLAN, TYP <br />SCALE:S3.70 <br />SECTION 2 <br />1" = 1'-0" <br />DECKING PER <br />ARCH <br />JOISTS PER <br />PLAN <br />SIMPSON LUS <br />HANGER <br />HSS BEAM PER PLAN W/ <br />2x NAILER TO MATCH <br />JOIST DEPTH & 5/8"Ø <br />WELDED THREADED <br />STUD @ 24"OC, STAGG <br />SHEAR PL EA SIDE <br />OF BEAM <br />1/2" <br />MAX <br />L PER <br />SCHED <br />L PER <br />SCHED <br />3" <br />TY <br />P <br />L <br />P <br />E <br />R <br />SC <br />H <br />E <br />D <br />TY <br />P <br />PER <br />SCHED <br />HSS STRINGER <br />PER PLAN <br />SCALE:S3.70 <br />SECTION 3 <br />1" = 1'-0" <br />PER PLAN <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />1' <br />- <br />6 <br />" <br /> <br />M <br />I <br />N <br />3" CLR <br />TYP <br />3" <br />CL <br />R <br />1' <br />- <br />0 <br />" <br />MI <br />N <br />EDGE OF CONC <br />FTG PER PLAN <br />7"9" <br />1/ <br />2 <br />" <br />HSS STRINGER <br />PER PLAN <br />CAP PL1/4 <br />(WELD ALL <br />AROUND) <br />PLAN VIEW <br />SECTION A-A <br />AA <br />B <br />B <br />1 <br />1 <br />/ <br />2 <br />" <br />1 <br />1 <br />/ <br />2 <br />" <br />(3/16) <br />BASE PL1/2 THK W/ (2)-3/4"Ø <br />ANCHOR RODS (8" EMBED) <br />IN LONG SLOTTED HOLES <br />BASE PL <br />CONC FTG <br />PER PLAN SECTION B-B <br />8" <br />EM <br />B <br />E <br />D <br />SCALE:S3.70 <br />SECTION 4 <br />1" = 1'-0" <br />(1/8) <br />CAP PL1/4 <br />POST PER PLAN <br />1 1/2"1 1/2" <br />A <br />A <br />2" <br />3" <br />1 <br />1 <br />/ <br />2 <br />" <br />HSS BEAM <br />PER PLAN <br />SECTION A-A <br />3/16 <br />3/16 <br />BENT PL1/4 W/ <br />(2)-1/4"Ø <br />THRU-BOLTS <br />1'-4" <br />2" <br />TY <br />P <br />PROVIDE FULL <br />HT 2x STUD EA <br />SIDE OF HSS <br />BEAM/POST <br />1/8 TYP <br />FINISH GRADE OR <br />CONCRETE PAVING <br />BY OTHERS <br />3" MIN <br />CONC <br />COVER <br />FIN GRADE <br />EL= PER ARCH <br />T/O DECKING <br />DECK <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />(E) COL WHERE OCCURS <br />(SHORE (E) UPPER <br />FLOOR AS REQD) <br />5/16 <br />(E) STL COL <br />TO STRINGER <br />(E) COL WHERE OCCURS <br />(SHORE (E) UPPER <br />FLOOR AS REQD) <br />2 <br />2 <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 />S3.70 <br />REVISIONS: <br />02/19/25 <br />STAIR 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 />3 <br />. <br />7 <br />0 <br /> <br />S <br />T <br />A <br />I <br />R <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