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A <br />A <br />HSS BEAM <br />PER PLAN <br />HSS BEAM HSS BEAM <br />HSS BEAM <br />PER PLAN <br />HSS BEAM <br />PER PLAN <br />HSS BEAM <br />HSS BEAM <br />HSS BEAM <br />CL SYMM <br />CL SYMM <br />CL SYMM <br />C SECTION <br />B SECTION <br />A SECTION <br />1/4 3 SIDES <br />1/4 <br />T&B <br />1/4 NS & FS <br />HSS COL <br />CL SYMM & HSS <br />HSS BEAM HSS BEAM <br />1/4 PJP <br />HSS COL <br />1/4" MAX <br />HSS BEAM <br />CL SYMM <br />L4X3X3/8 x BM WIDTH (LLV) T&B <br />(EXCEPTION: AT SCREEN WALL <br />CORNER CONDITIONS, WIDTH = 4") <br />FOR TOP AND BOTTOM ANGLE <br />CONN AT FLOOR L2 THROUGH L7 <br />FLOOR FRAMING CONDITIONS SEE <br />CL HSS <br />1/4 <br />A DETAIL <br />1/4 <br />1/4" CAP PL, MATCH <br />HSS DIMS. <br />C <br />HSS COL <br />1/4" MAX <br />HSS BEAM <br />CL SYMM <br />3/8" PLATE x WIDTH OF <br />COLUMN + 1/2" EACH SIDE <br />(EXCEPTION: AT SCREEN <br />WALL CORNER CONDITIONS, <br />PL3/8x9"x9") <br />CL HSS <br />1/4 <br />TYP <br />3" <br />1/4 <br />1/4 <br />PLATE EXTENDS WHERE <br />HSS IS ON BOTH SIDES <br />L4X3X3/8 x BM WIDTH (LLV) <br />(EXCEPTION: AT SCREEN <br />WALL CORNER <br />CONDITIONS, WIDTH = 4") <br />B DETAIL <br />1/4 <br />(1/4) <br />CAP PL PER A <br />FILLET AT <br />COL CORNER <br />CONDITION <br />HSS COLUMN <br />HSS BEAM CL HSS <br />1/4 <br />(1/4) <br />1/43" UNO <br />2 db MIN <br />NOTE: <br />db DENOTES BOLT DIAMETER. <br />(2) - 3/4" DIA A325N BOLTS <br />HSS BEAM <br />L4x4x5/16, MATCH <br />HEIGHT OF HSS <br />WF BM <br />CL <br />PL 3/8 <br />WF BEAM <br />HSS BEAM <br />SEE PLAN <br />A SECTION <br />5/16 <br />1/4 <br />1 <br />1 <br />/ <br />2 <br />" <br />3" <br />1 <br />1 <br />/ <br />2 <br />" <br />CL <br />5A <br />R1.S7.03 <br />NOTE: <br />FOR HSS BEAM TO HSS BEAM <br />CONNECTION AT THE OTHER END SEE <br />1/43 SIDES <br />3/8" PLATE <br />1 <br />1 <br />/ <br />2 <br />" <br /> <br />TY <br />P <br /> <br />U <br />O <br />N <br />t <br />CONCRETE WALL, <br />BEAM OR COLUMN <br />EMBED PLATE WITH <br />HEADED STUDS <br />SEE SCHEDULE <br />HORIZONTAL SPACES <br />EQUAL <br />VE <br />R <br />T <br />I <br />C <br />A <br />L <br /> <br />S <br />P <br />A <br />C <br />E <br />S <br /> <br />E <br />Q <br />U <br />A <br />L <br />2 1/2" NOMINAL, 3 1/2" <br />MAXIMUM <br />ECCENTRICITY OF BOLT <br />GROUP, UON <br />PROVIDE NAIL HOLE <br />TO NAIL PLATE TO <br />FORM AS <br />REQUIRED <br />SECTIONELEVATION <br />ST <br />U <br />D <br /> <br />R <br />O <br />W <br />S <br />STUD <br />COLUMNS <br />B <br />D <br />0' - 2" <br />0' - 0 3/4" <br />.. <br />CENTER PLATE <br />ON MEMBER <br />. <br />1 <br />1 <br />/ <br />2 <br />" <br /> <br />TY <br />P <br /> <br />U <br />O <br />N <br />0" <br /> <br />@ <br /> <br />T/ <br />W <br />A <br />L <br />L <br />EQ <br /> <br />E <br />Q <br /> <br />E <br />Q <br /> <br />E <br />Q <br />2"TYPICAL EQ EQ <br />MI <br />N <br />I <br />M <br />U <br />M <br /> <br />C <br />O <br />N <br />N <br />E <br />C <br />T <br />I <br />O <br />N <br />DE <br />P <br />T <br />H <br /> <br />( <br />S <br />E <br />E <br /> <br />S <br />C <br />H <br />E <br />D <br />U <br />L <br />E <br />) <br />.. <br />EL SEE PLAN <br />T/STL BEAM <br />SEE 1/R1.S7.01 <br />NOTES: <br />1. USE SMALLEST EMBED PLATE SIZE FOR A GIVEN NOMINAL BEAM DEPTH <br />AND WITH A SCHEDULED MAXIMUM SHEAR REACTION EQUAL TO OR <br />GREATER THAN THE SHEAR REACTION REQUIRED ON PLAN <br />2. EMBED PLATES SHALL CONFORM TO ASTM A572, Fy=50 ksi <br />3. STUDS SHALL BE 3/4" DIAMETER x 8" LONG NOMINAL (MINIMUM) <br />4. SEE TYPICAL EMBED DETAIL FOR ASSUMED CONNECTION LOCATION <br />RELATIVE TO EMBED PLATE. REPORT ANY AS-BUILT DEVIATION FROM <br />THE ASSUMED CONDITION TO THE SER AS FOLLOWS: <br />HORIZONTAL DEVIATION GREATER THAN 2" <br />VERTICAL DEVIATION GREATER THAN 1" <br />5. SEE 1/H1.S7.01 FOR INFO NOT SHOWN OR NOTED <br />NOMINAL <br />STEEL BEAM <br />SIZE <br />REMARKS <br />EMBED PLATE SCHEDULE <br />EMBED PLATE <br />SIZE No STUD <br />COLUMNS <br />MINIMUM <br />CONNECTIO <br />N <br />DEPTH <br />(IN) <br />t (in) X B (in) X D (in) <br />No STUD <br />ROWS <br />W12-W16 9 3/4 X 12 X 22 2 3 <br />W18 18 3/4 X 12 X 22 3 5 <br />2" <br />1" <br /> <br />G <br />A <br />P <br /> <br />M <br />I <br />N <br />A DETAIL <br />L6x3x1/2 EACH SIDE <br />WITH 13/16"x1 1/2" VERTICAL <br />SLOTTED HOLE <br />3/4" MB <br />HAND TIGHTEN <br />HSS COLUMN PER PLAN <br />1/4 <br />CONC SLAB PER PLANCL <br />HSS , PL <br />14X14X1/2" EMBED PL W/ <br />(4) 3/4" DIA X 5 1/2" LONG <br />WELDED HEADED STUDS <br />NOT TO SCALE <br />HSS BEAM TO HSS BM CONNECTION5 <br />NOT TO SCALE <br />HSS BEAM TO HSS COLUMN CONN4 <br />NOT TO SCALE <br />HSS BEAM TO HSS COLUMN CONNECTION7NOT TO SCALE <br />HSS BEAM TO HSS COLUMN CONNECTION6 <br />NOT TO SCALE <br />BEAM TO HSS BEAM CONNECTION1 NOT TO SCALE <br />HSS BEAM TO WF BEAM CONNECTION2 <br />T: F: <br />© Gensler <br />Date Description <br />Project Name <br />Project Number <br />Description <br />Scale <br />Seal / Signature <br />2021 <br />Tel 949.863.9434 <br />Fax 949-553-1676 <br />4675 MacArthur Court <br />Suite 100 <br />Newport Beach, CA <br />92600 <br />USA <br />301 N. Broadway, Santa Ana, CA <br />707 Wilshire Blvd, Suite 4450 <br />Los Angeles, CA 90017-3618 <br />Thornton Tomasetti, Inc. <br />213.330.7700 213.330.7001 <br />3RD & BROADWAY - <br />RESIDENTIAL <br />As indicated <br />11/19/2024 3:34:07 PM <br />R1.S7.03 <br />TYPICAL STEEL DETAILS <br />S21043.00 <br />SCALE: 3/4" = 1'-0"11 EMBED PLATE CONECTION (SHEAR ONLY) <br />SCALE: 1" = 1'-0"12 EMBED PLATE SCHEDULE (SHEAR ONLY) <br />SCALE: 1 1/2" = 1'-0"9 NON-BEARING COLUMN TO SLAB CONNECTION <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />1/7/25