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Home My WebLink AboutS501 Stud Rail DetailsE Q .EQ.EQ.EQ.EQ.EQ.CIRCULAR COLUMN CONFIGURATIONA RECTANGULAR / SQUARE COLUMN CONFIGURATIONB EDGE OF CONC. EQ.EQ.EQ.EQ.EQ.CIRCULAR COLUMN CONFIGURATIONA RECTANGULAR / SQUARE COLUMN CONFIGURATIONB 0' - 2" EDGE OF CONC. 0' - 2" EDGE OF CONC. EDGE OF CONC. EDGE OF CONC. EDGE OF CONC. EQ.EQ.EQ.EQ.CIRCULAR COLUMN CONFIGURATIONA RECTANGULAR / SQUARE COLUMN CONFIGURATIONB0' - 2"0' - 2"0' - 2"0' - 2"ES SS OHL STUD RAIL SCHEDULE STUD RAIL L (INCHES)OH (INCHES)ES (INCHES)SS (INCHES)STUD Ø (INCHES) NO. OF STUDS PER RAIL NO. OF RAILS LONG SIDE NO. OF RAILS SHORT SIDE TOP COVER BOTTOM COVER SR-1 33.25 8 4.125 6.25 3/4 5 2 2 1" 1" SR-2 107.625 10 5.125 5.125 3/4 20 2 2 1" 1" SR-3 76.875 10/18 5.125 5.125 3/4 14 3 3 1" 1" SR-4 49.5 10/18 5.125 4.125 3/4 11 2 2 1" 1" SR-5 53.625 8 4.125 4.125 3/4 12 2 2 1" 1" SR-6 117.25 12 6.125 5.25 3/4 21 2 2 1" 1" SR-7 49 10 5.125 7.75 3/4 6 2 2 1" 1" Engineer: By: Developer:WINDSOR BUILDING800 West Monon Green Blvd.Carmel, IN 46032COPYRIGHT & OWNERSHIP DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPY RIGHT 2018 JAMES R. STUTZMAN, AIA, Carmel, Indiana. Set Issue Date Sheet Issue Date Drawn By Checked By Sheet Title: Sheet Number: Revision ID Issue Date Issue Name S501 BID PACKAGE 1- FOUNDATIONS GARAGE AND PODIUM STRUCTURE STUD RAIL DETAILS 7/28/217/28/21 SCALE: 3/4" = 1'-0"S501 1 STUD RAIL CONFIGURATION FOR INTERIOR COLUMN CONDITION SCALE: 3/4" = 1'-0"S501 2 STUD RAIL CONFIGURATION FOR EDGE COLUMN CONDITION SCALE: 3/4" = 1'-0"S501 3 STUD RAIL CONFIGURATION FOR CORNER COLUMN CONDITION SCALE: 3/4" = 1'-0"S501 4 STUD RAIL DIAGRAM STUD RAIL NOTES AND SPECIFICATIONS: 1. REFER TO THE STUD RAIL SCHEDULE FOR THE NUMBER AND ARRANGEMENT OF STUD RAILS AT EACH COLUMN. 2. STUD RAILS ON PLAN ARE IDENTIFIED AS INTERIOR (IE, SR-1) EDGE (IE, SR-1E) OR CORNER CONDITION (IE, SR-1C). 3. THE SHEAR STUDS SHALL BE FORMED FROM ASTM A108 GRADES, AND CONFORM TO THE PHYSICAL AND MECHANICAL REQUIREMENTS PRESCRIBED IN TABLE 1 OF ASTM A1044 LATEST EDITION. A. YIELD STRENGTH: 51,000 PSI MINIMUM B. TENSILE STRENGTH: 65,000 PSI MINIMUM C. ELONGATION: 20 PERCENT IN 2 INCHES D. REDUCTION OF AREA: 50 PERCENT MINIMUM E. SHEAR STUD DIMENSIONS PER SCHEDULE 4. THE BASE RAILS SHALL CONFORM TO THE PHYSICAL AND MECHANICAL PROPERTIES OFTABLE 2 OF ASTM A1044 LATEST EDITION. A. YIELD STRENGTH: 44,000 PSI MINIMUM B. TENSILE STRENGTH: 65,000 PSI MINIMUM C. ELONGATION: 20 PERCENT IN 8 INCHES 5. STUD WELDING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN AWS D1.1 LATEST EDITION. 6. THE STUD RAIL SHALL BE ICC-ES EVALUATED.