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WEB EXTENSION AS <br />REQD TO ACHIEVE <br />BOLTS PER SCHED <br />1 <br />1 <br />/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />3" MIN <br />CJP <br />3/8" BENT PLATE <br />1/2" TYP <br />1/4 3-12 <br />1 <br />R1.S7.01 <br />NOTE: <br />1. PROVIDE BENT PLATE OR ALTERNATE DECK SUPPORT AT ALL <br />BEAMS AND GIRDERS WHERE DECK CROSS SLOPE EXCEEDS 1/2" <br />PER FOOT, OTHERWISE WELD DECK DIRECTLY TO BEAM FLANGE. <br />1/2" <br />1/2"TYP <br />3/8" PLATE <br />1/4 3-12 <br />CONT STEEL BAR <br />ALTERNATE DECK SUPPORT <br />CL BEAM <br />B/DECK <br />EL SEE PLAN <br />1" MIN (SEE <br />ALTERNATE ABOVE <br />WHERE < 1") <br />MA <br />X <br />1" <br />1/4 3-12 <br />SEE SC-7 <br />ON S-0.11 <br />H <br />PLAN <br />BEAM WEB <br />OR COL <br />COPE AS REQD <br />SKEWED BEAM <br />A <br />B <br />A <br />12 <br />12 <br />12 <br />B <br />UP TO 1 5/8" <br />OVER 1 5/8" TO 2 1/8" <br />OVER 2 1/8" TO 3 1/4" <br />WELD SIZE S1 <br />3/8" SHEAR PL 1/2" SHEAR PL <br />S + 1/16 <br />S + 1/16 <br />S + 1/8 <br />S + 1/16 <br />S + 1/8 <br />S + 1/8 <br />NOTES <br />1. FOR WELD SIZE S, BOLTS AND SHEAR PLATE, SEE BEAM CONNECTION <br />SCHEDULE AND TYPICAL BEAM DETAILS. <br />2. FOR OTHER SKEWED BEAM CONDITIONS, SEE DETAIL <br />1" <br /> <br />M <br />A <br />X <br />S1 <br />S <br />H <br />3" <br />12 UP TO 9 NOT PERMITTED CJP <br />3" <br />3" <br />3" MAX <br />12 OVER 9 TO 10 NOT PERMITTED CJP 3 1/8" <br />12 OVER 10 TO 11 NOT PERMITTED CJP 3 1/4" <br />12 OVER 11 TO 12 NOT PERMITTED CJP 3 3/8" <br />1/R1.S7.01 <br />3/R1.S7.02 <br />PLAN <br />1" <br /> <br />M <br />A <br />X <br />BEAM WEB <br />OR COL <br />FULL DEPTH <br />SHEAR PL 1/2" MIN <br />SKEWED BEAM <br />A <br />B <br />CJP <br />ADD BOT FLANGE <br />BRACING PER <br />TYP DETAILS <br />2db MIN <br />db <br /> <br />= <br /> <br />1 <br />" <br />1 <br />1 <br />/ <br />2 <br />" <br /> <br />T <br />Y <br />P <br />1 <br />3 <br />/ <br />4 <br />" <br /> <br />W <br />H <br />E <br />R <br />E <br />1"MAX <br />DEPTH OF <br />SUPPORTED <br />BEAM <br />MINIMUM NO. OF <br />7/8" DIA A325N <br />BOLTS <br />12" <br />24" <br />27" <br />2 <br />6 <br />7 <br />SUPPORTED BEAM <br />COPE FLANGES AS <br />REQD <br />BOLTS PER SCHED ABOVE <br />FULL DEPTH SHEAR PL <br />DE <br />P <br />R <br />E <br />S <br />S <br />I <br />O <br />N <br />TY <br />P <br />3" <br />FOR INFO NOT SHOWN <br />SEE <br />3" MAX <br />UON <br />2 db MIN <br />s 3 SIDES <br />1 <br />R1.S7.01 <br />WF BM PER PLAN <br />COPE FLANGES AS REQD <br />BOLTS PER SCHED <br />SHEAR PL PER SCHED <br />COPE AS REQ <br />WF PER PLAN <br />1"MAX <br />db <br /> <br />= <br /> <br />1 <br />" <br />1 <br />1 <br />/ <br />2 <br />" <br /> <br />T <br />Y <br />P <br />1 <br />3 <br />/ <br />4 <br />" <br /> <br />W <br />H <br />E <br />R <br />E <br />TY <br />P <br />3" <br />FOR INFO NOT SHOWN <br />SEE <br />2 db MIN <br />3" MAX <br />UON <br />S 3 SIDES <br />1 <br />R1.S7.01 <br />d = MINIMUM CLEAR <br />TO SUPPORT OR <br />POINT LOAD, TYPICAL <br />H <br />d = MINIMUM CLEAR <br />TO SUPPORT OR <br />POINT LOAD (TYP) <br />e <br />e <br />= <br /> <br />d <br />/ <br />2 <br /> <br />U <br />O <br />N <br />ON <br /> <br />P <br />L <br />A <br />N <br /> <br />O <br />R <br />SC <br />H <br />E <br />D <br />U <br />L <br />E <br />e <br />e <br />= <br /> <br />d <br />/ <br />2 <br /> <br />U <br />O <br />N <br />ON <br /> <br />P <br />L <br />A <br />N <br /> <br />O <br />R <br />SC <br />H <br />E <br />D <br />U <br />L <br />E <br />d/6 x d/6 MAXIMUM OPENING SIZE <br />UON ON PLAN OR SCHEDULE <br />CL <br />CIRCULAR <br />OPENING <br />SEE PLAN OR <br />SCHEDULE FOR <br />OPENING SIZE <br />CL <br />SUPPORT <br />CL <br />RECTANGULAR <br />OPENING <br />R <br />CL <br />SUPPORT <br />CL <br />PENETRATION <br />CL <br />PENETRATION <br />0' - 8" <br />MI <br />N <br />d/ <br />6 <br />MI <br />N <br />d/ <br />6 <br />1' - 7 5/16" <br />1' - 1 <br />1 <br />/ <br />1 <br />6 <br />" <br />d <br />= <br /> <br />B <br />E <br />A <br />M <br /> <br />D <br />E <br />P <br />T <br />H <br />1' - 6 5/16" <br />W <br />0' - 5" <br />MI <br />N <br />d/ <br />6 <br />MI <br />N <br />d/ <br />6 <br />d/ <br />2 <br />1' - 1 <br />1 <br />/ <br />1 <br />6 <br />" <br />d <br />= <br /> <br />B <br />E <br />A <br />M <br /> <br />D <br />E <br />P <br />T <br />H <br />NOTES: <br />1. PROVIDE REINFORCEMENT AS NOTED FOR OPENING TYPE. SEE FRAMING PLANS FOR OPENING TYPE <br />2. SEE STRUCTURAL DRAWINGS FOR PENETRATIONS. CONTRACTOR SHALL VERIFY QUANTITY, <br /> SIZE, AND LOCATION OF ALL PENETRATIONS WITH MEP DRAWINGS <br />3. ALL BEAM PENETRATIONS SHALL BE SHOWN ON THE SHOP DRAWINGS FOR REVIEW BY THE <br /> ARCHITECT/ENGINEER. NO PENETRATIONS SHALL BE MADE WITHOUT PRIOR REVIEW BY THE <br /> ARCHITECT AND WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER <br />4. R(MINIMUM) = 2 x WEB THICKNESS OR 5/8", WHICHEVER IS GREATER <br />d/ <br />2 <br />A CIRCULAR PENETRATION B RECTANGULAR PENETRATION <br />DIA = d/6 MAXIMUM <br />UON ON PLAN OR <br />SCHEDULE <br />. <br />GRIND ALL EDGES <br />SMOOTH TYPICAL <br />PLATE GRADE & THICKNESS TO MATCH <br />WEB MINIMUM THICKNESS 3/8" TYPICAL <br />1/2 OF OPENING DIAMETER <br />TOP AND BOTTOM, <br />2" MINIMUM TYPICAL <br />1/2" MAXIMUM <br />TYPICAL <br />WIDE FLANGE BEAM <br />FOR SIZE SEE PLAN <br />1/2" MAXIMUM TYPICAL <br />CL <br />BEAM <br />CL <br />SUPPORT <br />CL <br />PENETRATION <br />SEE PLAN OR SCHEDULE <br />FOR OPENING SIZE <br />PLATE GRADE & THICKNESS TO MATCH <br />WEB MINIMUM THICKNESS 3/8" TYPICALSEE PLAN OR SCHEDULE <br />FOR OPENING SIZE <br />R R+1/2 <br />1/2 OF OPENING HEIGHT <br />TOP AND BOTTOM, <br />2" MINIMUM TYPICAL <br />NOTES: <br />1. PROVIDE REINFORCEMENT AS NOTED FOR OPENING TYPE. SEE FRAMING PLANS FOR OPENING TYPE <br />2. SEE STRUCTURAL DRAWINGS FOR PENETRATIONS. CONTRACTOR SHALL VERIFY QUANTITY, SIZE AND LOCATION <br />OF ALL PENETRATIONS WITH MEP DRAWINGS <br />3. ALL BEAM PENETRATIONS SHALL BE SHOWN ON THE SHOP DRAWINGS FOR REVIEW BY THE DESIGN PROFESSIONALS. <br /> NO PENETRATIONS SHALL BE MADE WITHOUT PRIOR REVIEW BY THE ARCHITECT AND WRITTEN APPROVAL FROM THE <br /> STRUCTURAL ENGINEER <br />4. R(MINIMUM) = 2 x WEB THICKNESS OR 5/8", WHICHEVER IS GREATER <br /> R = RADIUS OF OPENING <br /> R+1/2 = RADIUS OF REINFORCEMENT PLATE <br />SC <br />H <br />E <br />D <br />U <br />L <br />E <br />e= <br />d <br />/ <br />2 <br /> <br />U <br />O <br />N <br />ON <br /> <br />P <br />L <br />A <br />N <br /> <br />O <br />R <br />POINT LOAD, TYPICAL <br />d = MINIMUM CLEAR <br />TO SUPPORT OR <br />0' - 0 15/16" <br />SC <br />H <br />E <br />D <br />U <br />L <br />E <br />d/ <br />3 <br /> <br />M <br />A <br />X <br />OR <br /> <br />P <br />E <br />R <br />MI <br />N <br />d/ <br />6 <br />MI <br />N <br />d/ <br />6 <br />4 x OPENING WIDTH <br />ON SCHEDULE <br />d/3 MAX UON <br />0' - 4 <br /> <br />3 <br />/ <br />4 <br />" <br />0' - 0 <br /> <br />1 <br />/ <br />2 <br />" <br />MI <br />N <br />d/ <br />6 <br />SC <br />H <br />E <br />D <br />U <br />L <br />E <br />d/ <br />3 <br /> <br />M <br />A <br />X <br />OR <br /> <br />P <br />E <br />R <br />MI <br />N <br />d/ <br />6 <br />d <br />= <br /> <br />B <br />E <br />A <br />M <br /> <br />D <br />E <br />P <br />T <br />H <br />4 x DIA OF OPENING <br />5/16 <br />5/16 <br />. <br />. <br />NOT TO SCALE <br />SLOPED BEAM CONNECTION1 NOT TO SCALE <br />SKEWED BEAM CONNECTION - SMALL SKEWS2 NOT TO SCALE <br />SKEWED BEAM CONNECTION - LARGE SKEWS3 NOT TO SCALE <br />DEPRESSED BEAM, DEPRESSION < 3"4 <br />NOT TO SCALE <br />DEPRESSED BEAM5 NOT TO SCALE <br />BEAM WEB PENETRATION TYPE U (UNREINFORCED)6 NOT TO SCALE <br />BEAM WEB PENETRATIONS TYPE D (WEB DOUBLER PLATE REINFORCEMENT)7 <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 3:33:56 PM <br />R1.S7.02 <br />TYPICAL STEEL DETAILS <br />S21043.00 <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />1/7/25