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HomeMy WebLinkAboutS352 - TYPICAL CONCRETE TWO-WAY SLAB STUD RAIL DETAILSS, TYP AA AASEE TYPICAL SHEAR STUD RAIL DETAIL EQEQEQEQ EQ NOTES: 1. LONG SIDE OF COLUMN ORIENTATION VARIES WITH RESPECT TO SLAB EDGE. THE LARGER QUANTITY OF SHEAR RAILS ARE REQUIRED PERPENDICULAR TO LONG SIDE OF COLUMN REGARDLESS OF SLAB EDGE LOCATION. 2. DETAIL SHOWN IS TYPICAL REPRESENTATION. SEE STUD RAIL SCHEDULE FOR QUANTITY OF RAILS PER FACE AND QUANTITY OF STUDS PER RAIL.TYPSS, TYP AA ASEE TYPICAL SHEAR STUD RAIL DETAIL EQEQEQEQ EQ NOTES: 1. LONG SIDE OF COLUMN ORIENTATION VARIES WITH RESPECT TO SLAB EDGE. THE LARGER QUANTITY OF SHEAR RAILS ARE REQUIRED PERPENDICULAR TO LONG SIDE OF COLUMN REGARDLESS OF SLAB EDGE LOCATION. 2. DETAIL SHOWN IS TYPICAL REPRESENTATION. SEE STUD RAIL SCHEDULE FOR QUANTITY OF RAILS PER FACE AND QUANTITY OF STUDS PER RAIL.2"2 1/2"EDGE OF SLAB S, TYP A, TYP SEE TYPICAL SHEAR STUD RAIL DETAIL EQEQEQEQ EQ NOTES: 1. LONG SIDE OF COLUMN ORIENTATION VARIES WITH RESPECT TO SLAB EDGE. THE LARGER QUANTITY OF SHEAR RAILS ARE REQUIRED PERPENDICULAR TO LONG SIDE OF COLUMN REGARDLESS OF SLAB EDGE LOCATION. 2. DETAIL SHOWN IS TYPICAL REPRESENTATION. SEE STUD RAIL SCHEDULE FOR QUANTITY OF RAILS PER FACE AND QUANTITY OF STUDS PER RAIL.2"2" EDGE OF SLAB S, TYPA D NOTES: 1. STUDRAIL REINFORCEMENT BY DECON OR APPROVED EQUAL. 2. HEADED STUDS AND RAIL ASSEMBLY SHALL CONFORM TO ASTM 1044 WITH Fy OF STUD EQUAL TO 50 KSI, MINIMUM. 3. SEE PLANS FOR STUD RAIL REINFORCEMENT CALLOUT AND TYPICAL STUDRAIL LAYOUT DETAILS THIS SHEET. 4. SEE STUD RAIL SCHEDULE FOR ADDITIONAL INFORMATION. 5. BASE RAILS SHALL BE PERPENDICULAR TO COLUMN FACES, UNO. 2" MINCHAIRS REQUIRED 1/4" x 1 1/4" BASE RAIL, EXTEND TO FACE OF COLUMN 2" MIN SEE PLANSLABTHICKNESS1"2" GARAGES1", TYPTOP OF SLABBOTTOM OF SLAB1/4"A N = NUMBER OF HEADED SHEAR STUDS PER RAIL CONCRETE COLUMN STUD RAIL SCHEDULE STUDRAIL MARK COLUMN TYPE EDGES1 RAILS PER LONG SIDE RAILS PER SHORT SIDE A (IN) D (IN) N S (IN) 2 2.5 0.625 18 5 EDGES2 2 8 CORNERS3 2 37 3 NOTES: 1. SEE TYPICAL STUD RAIL LAYOUT DETAILS FOR CONFIGRATION OF RAILS AT EDGES AND CORNERS. 2. SEE ALSO TYPICAL SHEAR STUD RAIL DETAIL. 3. FOR SQUARE COLUMNS, APPLY "RAILS PER LONG SIDE TO ALL APPLICABLE SIDES AND IGNORE "RAILS PER SHORT SIDE." 4. FOR CIRCULAR COLUMNS APPLY "RAILS PER LONG SIDE" EQUALLY SPACED AROUND PERIMETER. CORNERS4 2 2 2 2 2 2.5 2.5 2.5 0.625 0.625 0.625 12 5 5 S, TYP A D NOTES: 1. STUDRAIL REINFORCEMENT BY DECON OR APPROVED EQUAL. 2. HEADED STUDS AND RAIL ASSEMBLY SHALL CONFORM TO ASTM 1044 WITH Fy OF STUD EQUAL TO 50 KSI, MINIMUM. 3. SEE PLANS FOR STUD RAIL REINFORCEMENT CALLOUT AND TYPICAL STUDRAIL LAYOUT DETAILS THIS SHEET. 4. SEE STUD RAIL SCHEDULE FOR ADDITIONAL INFORMATION. 5. BASE RAILS SHALL BE PERPENDICULAR TO COLUMN FACES, UNO. 2" MINCHAIRS REQUIRED 1/4" x 1 1/4" BASE RAIL, EXTEND TO FACE OF COLUMN 2" MINSEE PLANSLABDEPTH1"1", TYPTOP OF SLABBOTTOM OF SLAB1/4"A N = NUMBER OF HEADED SHEAR STUDS PER RAIL SEE PLANSLABDEPTHCHANGE IN SLAB DEPTH PER PLANCONCRETE COLUMN 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. © COPYRIGHT 2022 JAMES R. STUTZMAN, AIA, Carmel, Indiana. Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architecture / Project Management: PEDCOR DESIGN GROUP LLC Project: Sheet Number: Project Number Set Issue Date Sheet Title: Sheet Issue Date Drawn By Checked By Last Revision Date: COPYRIGHT & OWNERSHIP OF DOCUMENTS Developer: Architect: By:2/3/2023 2:19:57 PMS352 TYPICAL CONCRETE TWO-WAY SLAB STUD RAIL DETAILSTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 Author JDWNOT FORCONSTRUCTIONSCALE: 1/2" = 1'-0"1 TYPICAL STUDRAIL DETAIL - INTERIOR COLUMN SCALE: 1/2" = 1'-0"3 TYPICAL STUD RAIL DETAIL - EXTERIOR COLUMN SCALE: 1/2" = 1'-0"2 TYPICAL STUD RAIL DETAIL - CORNER COLUMN SCALE: 1 1/2" = 1'-0"5 TYPICAL SHEAR STUD RAIL DETAIL SCALE: 12" = 1'-0"4 STUD RAIL SCHEDULE SCALE: 1 1/2" = 1'-0"6 TYP SHEAR STUD RAIL WITH VARIABLE SLAB DEPTH Revision ID Transmittal Set Date Transmittal Set Name