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HomeMy WebLinkAboutA328 Common Interior Wall 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 Common Interior Wall 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 A328 Revision ID Transmittal Set Date Transmittal Set Name 01 5/10/21 Steel Release #2 BID PHASE II A B C D E 1 1 2 2 3 3 4 4 5 5 A B C D E BIMcloud: pedcordesign - BIMcloud as a Service/Wren - Building J/Building J Wren - Tuesday, October 5, 20213"7" BEAM, REFERENCE S-SERIES DRAWINGS. IF BOX BEAM, INSULATE WITH ROCK WOOL. MUTLI-LAYER GYPSUM BEAM WRAP - 2 HOUR UL ASSEMBLY. CFS TRUSS, SPACE 7" FROM FACE OF BEAM FOR DRYWALL INSTALL. CFS FILL BLOCKING BETWEEN TRUSS BEARING, SPACE INSULATED (ROCK WOOL) METAL DRYWALL CLIP BETWEEN TRUSS ENDS MULTI-LAYERS OF GYPSUM SHEATHING (UL 417 WALL SYSTEM) UP BEHIND BULHEAD UP TO WRAPPED LVL BEAM FIRE SEALANT @ GYPSUM WRAP PENETRATION BY TRUSS BEARING FIRE SEALANT FIRE SEALANT LINE OF 3RD FLOOR EOS FIRE SEALANT #DrgID(ref)/ #LayID(ref) 1 HOUR RATING WP 3370 ATTIC DRAFT STOP AT EVERY DEMISING WALL. USE TRUSS WITH APPLIED WOOD SHEATHING. REFERENCE S-SERIES DRAWINGS FOR THE DRAFTSTOPPING TRUSS PANEL. R-11 BATT INSULATION SHEATHING FOR SHEAR PANELS REFERENCE S-SERIES DRAWINGS. FIRE STOPPING MATERIAL AS REQUIRED TO LIMIT 100 SF AREAS PER CODE. ROOF ASSEMBLY OVER STRUCTURAL ROOF SHEATHING AND 5/8" RECOVERY BOARD. #DrgID (ref)/ #LayID (ref) 1 HOUR RATING WP 3370 2x4 WOOD STUDS, MINIMUM 16" oc FOR FIRE RATING. REFERENCE S-SERIES DRAWINGS FOR STRUCTURAL REQUIRED SPACING. SHEATHING FOR SHEAR PANELS REFERENCE S-SERIES DRAWINGS. 5/8" GYPSUM BOARD, LISTED FOR RATED WALL. R-19 BATT INSULATION PLAN VIEW REFERENCE S-SERIES DRAWINGS FOR FIRE AND DRAFT STOPPING PANEL. REVIEW SPECIAL INSTRUCTIONS IN THE S-SERIES DRAWINGS. 5/8" GYPSUM BOARD, LISTED FOR RATED WALL. DRAFT STOPPING MATERIAL AS REQUIRED TO LIMIT 100 SF AREAS PER CODE. R-11 BATT INSULATION 9'-0" 9'-1 1/8" 1 LAYER 5/8" GYP. BD. ON RESILIENT CHANNELS, TYPE & SPACING PER UL LISTED ASSEMBLY. CEILING MAY ONLY BE INTERRUPTED AT LOAD-BEARING WALLS. NON-LOADING TOP PLATES MUST BE UNDER CEILING SHEATHING. CFS ROOF TRUSSES AND ROOF DECKING PER UL LISTED ASSEMBLY. REFERENCE S-SERIES DRAWINGS. Apartment R-11 BATT INSULATION INSIDE FLOOR ASSEMBLY, NO GAPS Corridor (ELEVATIONS ASSUME T/FLR SHEATHING IS 0'-0") 1 HOUR RATING - ROOF/CEILING per U.L. DESIGN P555 FIRE SEALANT AT HEAD OF WALL TO THE UNDER SIDE OF ROOF DECKING. 9'-0" 9'-1 1/8" 1 HOUR RATING - FLOOR/CEILING per U.L. DESIGN G564 WALL PLATE AND CONNECTION, REFERENCE S- SERIES DRAWINGS. FLOOR FINISHES AND TRIM, REFERENCE ROOM FINISH SCHEDULE AND INTERIOR DETAILS. LT. WT. TOPPING AND ACOUSTIC PAD 1 LAYER 5/8" GYP. BD. ON RESILIENT CHANNELS, TYPE & SPACING PER UL LISTED ASSEMBLY . CSF TRUSSES AND FLOOR DECKING PER UL LISTED ASSEMBLY. REFERENCE S-SERIES DRAWINGS. Corridor Apartment (ELEVATIONS ASSUME T/FLR SHEATHING IS 0'-0") R-11 BATT INSULATION INSIDE FLOOR ASSEMBLY, NO GAPS S6Bi - 1 HOUR RATING - WALL per U.L. DESIGN U423 and U425. Added wood structural panel per notes published in Gypsum Association FIRE RESISTANCE DESIGN MANUAL Corridor Apartment 6" METAL STUDS, MINIMUM 16" oc FOR FIRE RATING. REFERENCE S-SERIES DRAWINGS FOR STRUCTURAL REQUIRED SPACING. SHEATHING FOR SHEAR PANELS REFERENCE S-SERIES DRAWINGS. 5/8" GYPSUM BOARD, LISTED FOR RATED WALL. R-19 BATT INSULATION (MINERAL WOOL WHEN BUILDING SEQUENCE REQUIRES INSULATION PRIOR TO WATER TIGHT CONDITIONS). PLAN 28'-6 1/2" LOAD BEARING, 2 HOUR UL WALL SYSTEM, WOOD STUD & 2 LAYERS OF 5/8" GYPSUM ON BOTH SIDES. FIRE SEALANT SPACE ADJACENT TRUSS MINIMUM 8" FROM WALL FOR APPLICATION OF GYPSUM BOARD. FIRESTOPPING BETWEEN SHAFT WALL AND ANY FURRED WALL. FLOOR SHEATHING METAL DRYWALL CLIP 28'-6 1/2"28'-6 1/2"28'-6 1/2" LOAD BEARING, 2 HOUR UL WALL SYSTEM, WOOD STUD & 2 LAYERS OF 5/8" GYPSUM ON BOTH SIDES. FIRE SEALANT SPACE ADJACENT TRUSS MINIMUM 8" FROM WALL FOR APPLICATION OF GYPSUM BOARD. FIRESTOPPING BETWEEN SHAFT WALL AND ANY FURRED WALL. FLOOR SHEATHING METAL DRYWALL CLIP +18'-0" 3rd Floor +28'-8" 4th Floor +39'-4" 5th Floor +50'-0" 6th Floor / Roof 10'-8"10'-8"9'-1 1/4"Varies17'-10 1/2" 28'-6 1/2" 39'-2 1/2" 48'-3 3/4"1 1/2"8'-10 9/16"1 3/8"1'-6"9/16"1 1/2"8'-10 9/16"1 3/8"1'-6"9/16"1 1/2"8'-10 3/8"1 3/8"FIRE SEALANT @ GYPSUM WRAP PENETRATION BY TRUSS BEARING APARTMENT ROOF TRUSS BEARING APARTMENT APARTMENT MECHANICAL CURB AND COVER, REFERENCE THE M & H SERIES DRAWINGS. A2/ A005 B1/ A005 REFERENCE NOTES BELOW FOR EACH FLOOR. B1/ A005 UL - U417: 2 HOUR SHAFT WALL SUPPORTED BY SLAB. FIRE SEALANT AT HEAD OF WALL TO STEEL BEAM/SFRM/SLAB 2 HOUR SHAFT UL-U425 ASSEMBLY WITH SINGLE WALL APPLICATION FOR LOAD BEARING WALLS NOT ADJACENT TO CORRIDORS. UL-U417 FOR SHAFT WALLS ADJACENT TO CORRIDORS, MAXIMUM HEIGHT :70 FT (PLUS 32 FT USED IN AREA A, PLUS 53'-4" IN AREA B) REFERENCE NOTES BELOW FOR EACH FLOOR. 5/8" TYPE 'C' GYP. BD. ON RESILIENT CHANNELS @ 12" O.C. MECHANICAL CURB AND COVER, REFERENCE THE M & H SERIES DRAWINGS. LOADBEARING, 2 HOUR UL - U425: iNFILL WALL BETWEEN TRUSSES WITH CFS FRAMING AS REQUIRED. FIRE BLOCK OR FIRE SEALANT BETWEEN WALL ASSEMBLIES. FIRE SEALANT BETWEEN WALL ASSEMBLY AND SLAB. LINED ROCK WOOL INSULATION UNDER CAP. R30. REFLECTIVE SIDE DOWN. RETAIN IN PLACE WITH LT. GAUGE METAL STUDS ACROSS SHAFT. A3 A328 A1/ A005 CONTINUOUS METAL CLIP FURRED WALL. 2 HOUR WALL WILL REQUIRE PRE- ROCK OF MULTIPLE GYPSUM SHEATHING LAYERS. PROVIDE 1" AIRSPACE BETWEEN WALL TYPES. NOTES: 1. PROVIDE MINERAL WOOL INSULATION (ROCKWOOL) INSIDE CFS BOX HEADERS AND CRIPPLE STUD CAVITIES SO ENTIRE WALL IS INSULATED. 2. PAINT ALL EXPOSED STEEL LINTELS WITH COLOR SPECIFIED BY ARCHITECT. 3. PROVIDE STAINLESS STEEL LINTELS WHERE SUPPORTING LIMESTONE. 4. FOR EIFS CORNICE PROFILES, SEE SHEETS A215 AND A217. 5. ALL STEEL AND ALUMINUM ON BALCONIES IS PAINTED W/ TNEMEC SYSTEM. 6. INSULATE THE CAVITIES IN STOREFRONT SYSTEMS BETWEEN FRAMES. SPRAY FOAM SHIM SPACES FOR AIR TIGHT SEALS. 7. REFER TO EIFS DETAILS FOR TYPICAL EIFS REQUIREMENTS AND OTHER REQUIREMENTS IMPLIED WHEN ADJOINING OTHER SYSTEMS. 8. WOOD BLOCKING AND PLYWOOD ARE FIRE RETARDANT TREATED FOR FIRST AND SECOND FLOORS, INCLUDING THE WOOD AT ROOF, COPING AND PARAPET DETAILS AT THOSE FLOORS. AREAS ABOVE THE TYPE I CONSTRUCTION AND PART OF THE TYPE V CONSTRUCTION ARE NOT REQUIRED TO BE FIRE RETARDANT. 9. USE PRESERVATIVE TREATED EXTERIOR PLYWOOD SHEATHING AT ROOF SIDE OF PARAPETS AND WOOD WALL PANELS AT ROOF WALLS, PORCH WALLS OR CANOPY AREAS. SCALE: 1 1/2"= 1'-0" A2 Shaft Wall Section Detail A328 0 6''12''18'' SCALE: 1 1/2"= 1'-0" C2 Demising Wall Section Detail A328 0 6''12''18'' SCALE: 1 1/2"= 1'-0" E2 Demising Wall Section Detail A328 0 6''12''18'' SCALE: 1 1/2"= 1'-0" C3 Corridor Wall Section Details A328 0 6''12''18'' SCALE: 1 1/2"= 1'-0" E3 Corridor Wall Section Details A328 0 6''12''18'' SCALE: 1 1/2"= 1'-0" A3 Shaft Wall Section Detail A328 0 6''12''18''SCALE: 1 1/2"= 1'-0" A4 Shaft Wall Section Detail A328 0 6''12''18'' SCALE: 1/2" = 1'-0" E1 Shaft Wall Section A328 0 1'2'4'