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HomeMy WebLinkAboutA509 Movement DetailsProject: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateWREN BUILDINGCarmel, IN 46032750 Veteran's WayPEDCOR DESIGN GROUP LLC Movement Details 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 2020 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS 11/26/2019 A509 Revision ID Transmittal Set Date Transmittal Set Name 01 10/5/21 ADLS ISSUE #2 ARCH ONLY A B C D E 1 1 2 2 3 3 4 4 5 5 6 6 A B C D E BIMcloud: pedcordesign - BIMcloud as a Service/Wren - Building J/Building J Wren - Tuesday, October 5, 2021GYPSUM SHEATHING SYSTEM (GLASS MAT) YORK THRU-WALL COPPER FLASHING W/ FELT BACKING, CORRUGATED HEAD WEEPS AT 24" O.C. AT FLOOR LINE BRICK VENEER GYPSUM SHEATHING SYSTEM (GLASS MAT) BLOCKING SUBSTRATE BARRIER AS REQUIRED SUPPORT TIE MORTAR CORROSION RESISTANT FASTENER MASONRY VENEER ADHESIVE ELITE PANEL WALL CONSTRUCTION FLASHING MEMBRANE/ TRANSITION TAPE OPENING & OR THICKNESS OF MOVEMENT JOINT TO BE DETERMINED BY ARCHITECT OR ENGINEER STARTER ANGLE FASTENED TO SUBSTRATE MOVEMENT JOINT (TYP)* MIN. 1" WEEP HOLES, MAX 24" O.C. AIR/WATER RESISTIVE AIRFLOW / DRAINAGE CHAMBER(19 mm)3/4" MIN.3/4" GAP PROVIDED BY TEMPORARY SPACER GLEN-GERY 423 S. POTTSVILLE PIKE SHOEMAKERSVILLE, PA 19555 800-854-4780, 610-562-3418 WWW.GLENGERY.COM ELITE NOTE: FASTENER PENETRATION - WOOD STUD- 1 1/4" MIN., STEEL STUD - 3 THREADS MIN., CONCRETE - 1" MIN. HORIZONTAL MOVEMENT JOINT DETAIL *USE BACKER ROD WHERE JOINT DEPTH >3/4"1"3/4"SLIP PLANE (NO EIFS ANCHOR) OSB TAPE EIFS MESH BACKWRAP OSB ANCHOR RE: STRUCTURAL CLOSED CELL POLY FILLER SET IN 3 SIDES OF SEALANT BACKWRAP TAPE SEALANT AND BACKING ROD 1 1/2" EPS INSULATION BOARD, 4'x2', SET IN RUNNING BOND PATTERN EIFS FINISH ± 3/16" THICK EIFS MESH BACKWRAP BACKWRAP TAPE EIFS COLLAR ANCHOR SILICONE SEALANTS ARE ACCEPTABLE FOR EIFS SILICONE, BUTYL AND POLYURETHANE SEALANTS ARE ACCEPTABLE FOR ZIP GENERAL NOTES - MOVEMENT MOVEMENT JOINTS ALLOW EXPANSION/CONTRACTION OF: 1. SIMILAR MATERIALS 2. DISSIMILAR MATERIALS 3. ASSEMBLIES CALCULATED SHRINKAGE OF WOOD: GIVEN: 4 STORIES WOOD CONSTRUCTION 3 FLOORS 10'-8" FLOOR TO FLOOR 18" WOOD TRUSSES LUMBER: SPF (AVG. Ct) S= Ct x Di x (Mi-Mf) Ct = 0.00250 (TANGENTIAL SHRINKING COEFFICIENT TABLE 13-5 FPL WOOD HANDBOOK) Di = 8.25" (5 PLATES + 3/4" OSB) Mi = 19% INITIAL MOISTURE CONTENT Mf = 12% FINAL MOISTURE CONTENT SEE MOVEMENT TABLE WOOD OSB SHEATHING SYSTEM (ZIP) EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) “THE ISSUE (OF EXPANSION JOINTS) IS THE RESPONSIBILITY OF THE DESIGN PROFESSIONAL.” WIDTH: 3/4" (PDG KNOWLEDGE BASE) JOINTS REQUIRED: 1. WHERE THEY EXIST IN THE SUBSTRATE OR SUPPORTING CONSTRUCTION. 2. WHERE EIFS ADJOINS DISSIMILAR CONSTRUCTION OR MATERIALS. 3. AT CHANGES IN BUILDING HEIGHT OR OTHER AREAS OF ANTICIPATED MOVEMENT. 4. AT FLOOR LINES IN MULTI-LEVEL WOOD FRAME CONSTRUCTION 5. WHERE PRE-FAPRICATED PANELS ABUT EACH OTHER. 6. WHERE SUBSTRATE CHANGES 7. OTHER a. WINDOWS b. DOORS c. DRYER VENTS d. HOSE BIBBS e. ANY OTHER SERVICE OPENINGS. STO (FROM INSTALLATION GUIDE) SAYS MAXIMUM EPS BOARD SIZE IS 2’x4’x3/4” (p11) BRICK NOTES: IBC 2101.2.4 EMPIRICAL DESIGN. MASONRY DESIGNED BY THE EMPIRICAL DESIGN METHOD SHALL COMPLY WITH THE PROVISIONS OF SECTIONS 2106 AND 2109 OR CHAPTER 5 OF TMS 402/ACI 530/ASCE 5. 2 1 0 1 .2 .6 M A S O N RY V E N E E R . M A S O NRY V E NE E R S H AL L CO M P LY W I T H T H E PROVISIONS OF CHAPTER 14 OR CHAPTER 6 OF TMS 402/ACI 530/ASCE 5. 1405.6 ANCHORED MASONRY VENEER. ANCHORED MASONRY VENEER SHA11 COMPLY WITH THE PROVISIONS OF SECTIONS 1405.6, 1405.7, 1405.8 AND 1405.9 AND SECTIONS 6.1 AND 6.2 OF TMS 402/ACI 530/ASCE 5. EMPIRICAL DESIGN: 30 FT MAX HEIGHT (38 FT AT GABLE) IN SDC A; SEE IBC “WOOD” CHAPTER FOR ADDITIONAL REQUIREMENTS IN OTHER SDC. (BRICK INDUSTRY ASSOCIATION (BIA), TECHNICAL NOTE 28, TABLE 3) IBC 2015 SEISMIC DESIGN CATEGORY: B (SDS: 0.156) SEALANT JOINTS SEALANT JOINTS ARE USED AT THE PERIMETER OF EXTERIOR DOOR AND WINDOW FRAMES AND AT MOVEMENT JOINTS TO RESIST WATER PENETRATION. SEALANT JOINTS AROUND WINDOW AND DOOR OPENINGS SHOULD BE FREE OF MORTAR FOR THE ENTIRE THICKNESS OF THE BRICK VENEER AND TYPICALLY INCLUDE A RECESSED, COMPRESSIBLE FOAM BACKER ROD COVERED BY A SEALANT. IF DESIRED, A COMPRESSIBLE MATERIAL MAY BE INCLUDED BEHIND THE BACKER ROD. SEALANT JOINTS AROUND WINDOW AND DOOR OPENINGS SHOULD GENERALLY BE NO LESS THAN 1/4 IN. (6 MM) WIDE. A MINIMUM OF 1/2 IN. (13 MM) IS RECOMMENDED BETWEEN THE BOTTOM OF THE WINDOW FRAME AND THE TOP OF THE SILL BELOW. REFER TO TECHNICAL NOTE 18A FOR FURTHER INFORMATION. THIN BRICK MOVEMENT JOINTS • THE SPACING OF VERTICAL MOVEMENT JOINTS SHOULD NOT EXCEED THE LENGTH TO HEIGHT RATIO OF 1.5 FOR A PARTICULAR WALL, OR PORTION OF A WALL, WITH A MAXIMUM MOVEMENT JOINT SPACING OF 24 FT. SUCH SPACING INCLUDES THE DISTANCE FROM ONE CONTROL JOINT TO THE NEXT AROUND A CORNER WITH AT LEAST ONE MOVEMENT JOINT 2 FT.- 4 FT. FROM EACH OUTSIDE CORNER. • IN ADDITION, MOVEMENT JOINTS SHOULD BE PLACED WHERE STRESSES RELATED TO VOLUME CHANGES ARE EXPECTED, INCLUDING CHANGES IN WALL HEIGHT OR THICKNESS, AT CHANGES IN BUILDING MATERIALS (SUCH AS WHERE STONE MEETS OTHER SIDING), AT MOVEMENT JOINTS IN FOUNDATION, AT INSIDE CORNERS, WITHIN 4 FT. OF OUTSIDE CORNERS, AT OPENINGS. • HORIZONTAL MOVEMENT JOINTS MUST BE PLACED BELOW ALL STARTER ANGLES ABOVE THE BASE OF THE WALL, WITH NO LESS THAN ONE HORIZONTAL MOVEMENT JOINT PER STORY (ABOVE THE FIRST) AND THE DISTANCE BETWEEN HORIZONTAL MOVEMENT JOINTS NOT TO EXCEED 18 FT. • MOVEMENT JOINTS SHOULD BE 3/8 IN. WIDE. LARGER MOVEMENT JOINTS MAY BE REQUIRED TO ACCOMMODATE BUILDING MOVEMENT AND SHOULD BE LOCATED AS REQUIRED BY THE ARCHITECT OR ENGINEER. • MOVEMENT JOINTS MUST BE PLACED BETWEEN WALL PANELS AND ANY OTHER MATERIAL INCLUDING WINDOWS, DOORS AND OTHER MATERIALS ANCHORED TO THE SUBSTRATE. OTHER CONSIDERATIONS: LIKE OTHER BUILDING ELEMENTS, BRICKWORK WILL CONTINUALLY CHANGE IN SIZE DURING ITS LIFE DUE TO THE COMBINED EFFECTS OF CHANGES IN TEMPERATURE AND MOISTURE. MOISTURE EXPANSION CAN CONTINUE FOR YEARS, WHILE THERMAL MOVEMENT AND MORTAR CONTRACTION WILL OCCUR PERIODICALLY, CONTINGENT UPON TEMPERATURE AND MOISTURE CONDITIONS SUBSTRATE BARRIER AS REQUIRED SUPPORT TIE MORTAR CORROSION RESISTANT FASTENER MASONRY VENEER ADHESIVE ELITE PANEL WALL CONSTRUCTION FLASHING MEMBRANE/ TRANSITION TAPE OPENING & OR THICKNESS OF MOVEMENT JOINT TO BE DETERMINED BY ARCHITECT OR ENGINEER STARTER ANGLE FASTENED TO SUBSTRATE MOVEMENT JOINT (TYP)* MIN. 1" WEEP HOLES, MAX 24" O.C. AIR/WATER RESISTIVE AIRFLOW / DRAINAGE CHAMBER(19 mm)3/4" MIN.3/4" GAP PROVIDED BY TEMPORARY SPACER GLEN-GERY 423 S. POTTSVILLE PIKE SHOEMAKERSVILLE, PA 19555 800-854-4780, 610-562-3418 WWW.GLENGERY.COM ELITE NOTE: FASTENER PENETRATION - WOOD STUD- 1 1/4" MIN., STEEL STUD - 3 THREADS MIN., CONCRETE - 1" MIN. HORIZONTAL MOVEMENT JOINT DETAIL *USE BACKER ROD WHERE JOINT DEPTH >3/4" SLIP PLANE (NO ANCHOR) OSB TAPE START ANGLE FLASHING OSB ANCHOR RE: STRUCTURAL FLASHING TAPE CLOSED CELL POLY FILLER SET IN 3 SIDES OF SEALANT 3/8"SEALANT AND BACKING ROD MOVEMENT JOINT (TYP.)* SUBSTRATE AIR/WATER RESISTIVE BARRIER AS REQUIRED SUPPORT TIE CORROSION RESISTANT FASTENER WALL CONSTRUCTION MASONRY VENEER ADHESIVE ELITE PANEL MAINTAIN 3/8" MIN. GAP BETWEEN MOVEMENT JOINT ELITE PANELS AT VERTICAL AIRFLOW / DRAINAGE CHAMBER 3/8" GLEN-GERY 423 S. POTTSVILLE PIKE SHOEMAKERSVILLE, PA 19555 800-854-4780, 610-562-3418 WWW.GLENGERY.COM ELITE NOTE: FASTENER PENETRATION - WOOD STUD- 1 1/4" MIN., STEEL STUD - 3 THREADS MIN., CONCRETE - 1" MIN. VERTICAL MOVEMENT JOINT DETAIL *USE BACKER ROD WHERE JOINT DEPTH >3/4" SUBSTRATE AIR/WATER RESISTIVEBARRIER AS REQUIRED INSULATION SUPPORT TIE MORTAR MASONRY VENEER ADHESIVE ELITE PANEL WALL CONSTRUCTION CORNER SUPPORT FASTENED TO STUD MOVEMENT JOINT (TYP)* PANEL FASTENED TO CORNER SUPPORT RIGID GLEN-GERY 423 S. POTTSVILLE PIKE SHOEMAKERSVILLE, PA 19555 800-854-4780 610-562-3418 WWW.GLENGERY.COMSCALE : ELITE NOTE: FASTENER PENETRATION - WOOD STUD- 1 1/4" MIN., STEEL STUD - 3 THREADS MIN., CONCRETE - 1" MIN. INSIDE CORNER SUPPORT DETAIL 2" INSULATION 1-1.75 (MUST MEET ASTM C578 OR ASTM C1289, MIN. 15 PSI COMPRESSIVE STRENGTH) CALL FOR INSULATION WIDER THAN 2" RIGID INSULATION 3/8" AT 18' O.C.1/2" AT 24' O.C.16" MAX. AT JOINT3 3/4" OSB TAPE OSB ANCHOR RE: STRUCTURAL 1/8" OSB GAP (PROFILE ON 8' SIDE ONLY) SEALANT AND BACKING ROD CLOSED CELL POLY IN CLEAN CAVITY BRICK TIES AT 24" O.C. VERT MAX., 32" O.C. HORIZ. MAX OSB SHEATHING SYSTEM (ZIP) 2x FRAMING (RE: STRUCTURAL)BRICK VENEER3/8" MIN.3 3/4" OSB ZIP TAPE OSB ANCHOR RE: STRUCTURAL OSB SHEATHING SYSTEM (ZIP) 2x VERT. FRAMING (RE: STRUCTURAL) 1/8" OSB GAP (PROFILE ON 8' SIDE ONLY)3/8" MIN.1/8" OSB GAP (NO PROFILE) 3 3/4" OSB ZIP TAPE OSB ANCHOR RE: STRUCTURAL OSB SHEATHING SYSTEM (ZIP) 2x HORIZ. FRAMING (RE: STRUCTURAL)1"3/4"SLIP PLANE (NO EIFS ANCHOR) OSB TAPE EIFS MESH BACKWRAP OSB ANCHOR RE: STRUCTURAL CLOSED CELL POLY FILLER SET IN 3 SIDES OF SEALANT BACKWRAP TAPE SEALANT AND 1/2 BACKING ROD 1 1/2" EPS INSULATION BOARD, 4'x2', SET IN RUNNING BOND PATTERN EIFS FINISH ± 3/16" THICK EIFS MESH BACKWRAP BACKWRAP TAPE EIFS COLLAR ANCHOR SILICONE SEALANTS ARE ACCEPTABLE FOR EIFS SILICONE, BUTYL AND POLYURETHANE SEALANTS ARE ACCEPTABLE FOR ZIP SCALE: 1 1/2"= 1'-0" A6 SECTION DETAIL A509 0 6''12''18'' NOT TO SCALE C5 T-BRICK JOINT-CNTRL., HORIZ. A509 SCALE: 6" = 1'-0" A3 EIFS JOINT 1 1/2" - FLOOR, HORIZ. A509 0 1''2''4'' SCALE: 6" = 1'-0" A5 T-BRICK JOINT- FLOOR, HORIZ. A509 0 1''2''4'' NOT TO SCALE D4 T-BRICK JOINT - CNTRL., VERT. A509 NOT TO SCALE E4 FIELD JOINT - THIN BRICK A509 SCALE: 6" = 1'-0" C4 BRICK CONTROL JT. - VERT. A509 0 1''2''4'' SCALE: 6" = 1'-0" B2 OSB/ZIP JOINT - VERT. A509 0 1''2''4'' SCALE: 6" = 1'-0" A2 OSB/ZIP JOINT - HORIZ. A509 0 1''2''4'' SCALE: 6" = 1'-0" B3 EIFS JOINT 3/4" - FLOOR, HORIZ A509 0 1''2''4'' BRICKTHIN-BRICK EIFS WOOD (OSB, ZIP) (FROM GLEN-GERY BRICK) OTHER HEADFIELD - HORIZONJAMBSILLFIELD - VERT.(FROM GLEN-GERY BRICK, MODIFIED) (FROM GLEN-GERY BRICK, MODIFIED) NOTE: ZIP OSB HAS A CUT RIB PROFILE ON THE 8' SIDE BUT NOT ON THE 4' SIDE OR ANY CUT SIDE.