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HomeMy WebLinkAboutS401 - TYP MASONRY WALL ATTACHMENT DETAILSADJUSTABLE TIE AT 16" O.C. ALLOW 3/4" VERTICAL MOVEMENT (MINIMUM 500 LB CAPACITY WORKING LOAD) ADJUSTABLE TIE AT 16" O.C. ALLOW 3/4" VERTICAL MOVEMENT (MINIMUM 500 LB CAPACITY WORKING LOAD) PARTITION TOP ANCHOR SPACED NO MORE THAN 24" O.C. (MINIMUM CAPACITY 750 LBS WORKING LOAD) CAST-IN-PLACE CONCRETE FLOOR FRAMING CMU WALL MINIMUM 1" CLEAR ALL AROUND CONTINUE VERTICAL REINFORCEMENT TO TOP OF WALL CONTINUOUS BOND BEAM WITH (2) #51" CLR.GROUTED TOP TWOCOURSES SOLIDPARTITION TOP ANCHOR AT 24" O.C. (MINIMUM CAPACITY 750 LBS WORKING LOAD) CAST-IN-PLACE CONCRETE FLOOR FRAMING CONTINUE VERTICAL REINFORCEMENT TO TOP OF WALL CONTINUOUS BOND BEAM WITH (2) #5.GROUTED TOP TWOCOURSES SOLIDPARTITION TOP ANCHOR AT 24" O.C. (MINIMUM CAPACITY 750 LBS WORKING LOAD) PROVIDE ATTACHMENTS REQUIRING NO MORE THAN 3/4" DEEP EMBEDMENT(MIN)1" CLRCAST-IN-PLACE CONCRETE FLOOR FRAMING PARTITION TOP ANCHOR AT 24" O.C. (MINIMUM CAPACITY 750 LBS WORKING LOAD)GROUTED TOP TWOCOURSES SOLID1" CLR.CONTINUE VERTICAL REINFORCEMENT TO TOP OF WALL CONTINUOUS BOND BEAM WITH (2) #5 PARTITION TOP ANCHOR AT 24" O.C. (MINIMUM CAPACITY 750 LBS WORKING LOAD)GROUTED TOP TWOCOURSES SOLID1" CLR.CONTINUE VERTICAL REINFORCEMENT TO TOP OF WALL CONTINUOUS BOND BEAM WITH (2) #5 PLAN VIEW (1) PAIR OF ADJUSTABLE ANCHORS AT 16" O.C. VERTICALLY. ALLOW FOR (+/-) 3/4" IN PLANE MOVEMENT OF WALL RELATIVE TO COLUMN (MINIMUM 500 LB CAPACITY WORKING LOAD) PLAN VIEW PARTITION TOP ANCHOR AT 16" O.C. (MINIMUM 500 LB CAPACITY WORKING LOAD) PARTITION TOP ANCHOR AT 16" O.C. (MINIMUM 500 LB CAPACITY WORKING LOAD)1" CLR1" CLRHOISTWAY DIMENSIONS SEE PLAN FOR HOIST OR DIVIDER BEAM PER PLAN 4" MIN. BEARING EACH END GROUT SOLID BEAM POCKETS AT EACH END BOND BEAM 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 2:20:13 PMS401 TYP MASONRY WALL ATTACHMENT DETAILSTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 TWL JDWNOT FORCONSTRUCTIONSCALE: 1" = 1'-0"1 CMU WALL CONN AT CONCRETE SLAB EDGE BYPASS SCALE: 1" = 1'-0"2 CMU WALL CONN AT CONC SPANDREL BEAM BYPASS SCALE: 1" = 1'-0"5 CMU WALL CONN TO CONC SLAB BEAMS PERP TO WALL SCALE: 1" = 1'-0"6 CMU WALL CONN TO CONC SLAB BEAMS PARALLEL WITH WALL SCALE: 1" = 1'-0"7 TYP CMU WALL CONN TO BOTTOM OF CONC BEAM SCALE: 1" = 1'-0"3 TYP CMU WALL CONN AT CONCRETE SLAB EDGE SCALE: 1" = 1'-0"4 TYP CMU WALL CONN AT CONC SPANDREL BEAM SCALE: 1" = 1'-0"9 CMU WALL TO CONC COLUMN ATTACHMENT DETAIL SCALE: 1" = 1'-0"10 CMU WALL TO CONC COLUMN ATTACHMENT DETAIL SCALE: 1" = 1'-0"8 TYP ELEVATOR HOIST/DIVIDER BEAM DETAIL Revision ID Transmittal Set Date Transmittal Set Name