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N = NUMBER OF <br />HEADED SHEAR <br />STUDS PER RAIL <br />FACE OF <br />COLUMN BELOW <br />CL <br />COLUMN <br />CL <br />STUD <br />CL <br />STUD <br />HEADED SHEAR STUD REINFORCEMENT ELEVATION <br />SEE <br />A S <br />1" <br /> <br />T <br />Y <br />P <br />CL <br />E <br />A <br />R <br /> <br />C <br />O <br />V <br />E <br />R <br />H T <br />1" <br />T <br />Y <br />P <br />I <br />C <br />A <br />L <br />NOTE 6 <br />SEE <br />A <br />NOTE 6BASE RAIL <br />5/8" DIA TYP <br />NOTES: <br />1. HEADED SHEAR STUD REINFORCEMENT BY DECON OR APPROVED EQUAL, <br />FOLLOWING ICC ES REPORT ER-2494 <br />2. SEE PLANS FOR HEADED SHEAR STUD REINFORCEMENT LOCATIONS <br />3. HEADED STUDS AND RAIL ASSEMBLY SHALL CONFORM TO ASTM 1044 WITH <br />STUD Fy=50 KSI MINIMUM <br />4. ALL DIMENSIONS ARE IN INCHES <br />5. BASE RAILS TO BE PLACED PERPENDICULAR TO COLUMN FACES <br />6. DIMENSION A TO BE 1" <br />7. TO DETERMINE HEADED STUD ARRANGEMENT TYPE (A,B OR D): REF TO <br />LOCATION OF COLUMNS ON PLAN AND 1/R1.S5.00 & R1.S5.01 <br />8. IT IS PERMISSIBLE TO INSTALL THE STUD RAIL “UP-SIDE DOWN” WITH ALL <br />MINIMUM CLEARANCES REQUIREMENTS MET. <br />TYPE B - CORNER COLUMN <br />NOTE: <br />SEE TYPE A FOR <br />INFORMATION NOT <br />SHOWN OR NOTED <br />EDGE OF SLAB <br />4 * T <br />4 <br />* <br /> <br />T <br />TYPE A - INTERIOR COLUMN <br />BASE RAIL ENDS <br />AT FACE OF <br />COLUMN TYPICAL <br />L <br />EDGE OF BASE <br />RAIL TO BE IN LINE <br />WITH COLUMN <br />FACES UON <br />TYPICALW <br />#'S OF RAILS <br />PER SCHEDULE <br />EQUAL SPACING <br />ALONG EACH FACE <br />TYPICAL <br />0' - 11 11 /32" 0' - 11 11 /32" <br />TYPE D - EDGE COLUMN <br />EDGE OF SLAB <br />NOTE: <br />SEE TYPE A FOR <br />INFORMATION NOT <br />SHOWN OR NOTED <br />4 <br />* <br /> <br />T <br />STUD RAIL SCHEDULE <br />STUDRAIL <br />MARK <br /># OF RAILS / <br />LENGTH <br /># OF RAILS/ <br />WIDTH <br />S(IN) <br />SR1 <br />T (IN) <br />4 8 <br />N <br />83 4 <br />SR2 4 8103 3 <br />SR3 4 863 4 <br />SR4 <br />SR5 <br />SR6 <br />SR7 <br />SR8 <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />2 <br />2 <br />3 <br />3 <br />4 <br />4 <br />4 <br />4 <br />4 <br />6 <br />13 <br />9 <br />7 <br />11 <br />8 <br />12 <br />12 <br />10 <br />10 <br />SR9 3 3 4 18 <br />SR10 3 2 3 16 <br />SR11 3 2 3 6 16 <br />16 <br />16 <br />SR12 2 2 4 8 16 <br />SR13 3 2 4 8 16 <br />NOT TO SCALE <br />HEADED SHEAR STUD REINFORCEMENT ELEVATION AND SCHEDULE7 <br />NOT TO SCALE <br />HEADED SHEAR STUD REINFORCEMENT TYPE -PLAN ARRANGEMENT3 <br />NOTE: <br />1. DIMENSION T: REFER TO HEADED STUD REINFORCEMENT ELEVATION AND SCHEDULE DETAIL (ON THIS SHEET) <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 3:33:17 PM <br />R1.S5.62 <br />HEADED SHEAR STUD <br />REINFORCEMENT SCHEDULE <br />S21043.00 <br />1 12.10.2021 REISSUE FOR PLAN CHECK <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />B 06.17.2024 REVISION TO PERMIT <br />1/7/25