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HomeMy WebLinkAboutA308 Common Interior Wall SectionsProject: 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 DateTHE CONCOURSECarmel, IN 46032550 Monon BlvdPEDCOR DESIGN GROUP LLC Common Interior Wall Sections 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 2023 JAMES R. STUTZMAN, AIA, Carmel, Indiana. 02/03/2023 A308 CITY REVIEW Revision ID Transmittal Set Date Transmittal Set Name 01 2/3/23 Carmel Review A B C D 1 1 2 2 3 3 4 4 A B C D NOT FORCONSTRUCTIONFriday, February 3, 2023, BIMcloud: pedcordesign - BIMcloud as a Service/Concourse/CONCOURSE+17'-6" 2 2nd Floor +28'-2" 3 3rd Floor +38'-10" 4 4th Floor +49'-6" 5 5th Floor Varies T/Lease Slab Varies T/Corridor Slab 12'-6" T/Garage Beam 23'-0" T/Garage Beam 33'-6" T/Garage Beam 58'-5 3/4" Roof Truss Brg Varies T/Roof Truss CONC. FOUNDATION, REF. S-SERIES DWGS. POST TENSIONED SLAB, REF. S-SERIES DWGS. FOR STRUCT. EMBED DETAILS AT FLOOR STRUCT. R-21 HD BATT INSULATION 1 1/2" EIFS VENEER W/ 3/4" REVEALS CMU WALL, REFERENCE S-SERIES DRAWINGS FOR REINFORCING CORRIDOR APARTMENT CORRIDOR APARTMENT CORRIDOR APARTMENT CORRIDOR APARTMENT ROOF TRUSSES, REFERENCE S- SERIES FOR STRUCTURAL REQUIREMENTS. INSULATED LOAD BEARING STUD WALL ASSEMBLY, REFERENCE S- SERIES FOR STRUCTURAL REQUIREMENTS. 1-1/2" ACOUSTIC TOPPING, REFERENCE A520 FOR ACOUSTIC TOPPING NOTES. FLOOR TRUSSES, REFERENCE S- SERIES FOR STRUCTURAL REQUIREMENTS. GARAGE GARAGE GARAGE GARAGE SERVICE CORRIDOR COMMERCIAL POST TENSIONED SLAB AND BEAMS, REF. S-SERIES DWGS. FOR STRUCT. REQUIREMENTS. TYP. CONTINUE SHEAR WALL REQUIREMENTS & GYPSUM MEMBRANE FOR FIRE RATING, REF. S-SERIES DRAWINGS WOOD FRAMED LOAD BEARING/ SHEAR WALL, REF. S-SERIES DRAWINGS DRAFTSTOPPING DRAFTSTOPPING 2X BLOCKING BETWEEN TRUSSES MINERAL WOOL INSULATION CONTINUOUS, MIN. 2' ABOVE BASE OF ROOF TRUSS. D1 A309E2 A309 E1 A309 B2 A309 2 A504 B3 A411 +17'-6" 2 2nd Floor +28'-2" 3 3rd Floor +38'-10" 4 4th Floor +49'-6" 5 5th Floor1/8"10'-11 3/4"1'-6"3/4"1 1/2"3'-0"1'-0" Varies 58'-5 1/2" 6"2'-10 1/2"1'-0" CONC. FOUNDATION, REF. S-SERIES DWGS. POST TENSIONED SLAB, REF. S-SERIES DWGS. FOR STRUCT. EMBED DETAILS AT FLOOR STRUCT. R-21 HD BATT INSULATION 1 1/2" EIFS VENEER W/ 3/4" REVEALS CMU WALL, REFERENCE S-SERIES DRAWINGS FOR REINFORCING CORRIDOR CORRIDOR CORRIDOR CORRIDOR ROOF TRUSSES, REFERENCE S- SERIES FOR STRUCTURAL REQUIREMENTS. INSULATED LOAD BEARING STUD WALL ASSEMBLY, REFERENCE S- SERIES FOR STRUCTURAL REQUIREMENTS. 1-1/2" ACOUSTIC TOPPING, REFERENCE A520 FOR ACOUSTIC TOPPING NOTES. FLOOR TRUSSES, REFERENCE S- SERIES FOR STRUCTURAL REQUIREMENTS. GARAGE GARAGE EXHAUST SHAFT STAIR EXIT SERVICE CORRIDOR MECH. LOUVER, REFER TO M-SERIES DRAWINGS TYP. 2 HOUR GYPSUM BOARD & METAL FRAMED SEPARATION CEILING, NER 258, G 2" EXPANSION JOINT, TYP. METAL LOUVERED SCREEN WALL SIM. 2X BLOCKING BETWEEN TRUSSES MECH. LOUVER, REF. M-SERIES DRAWINGS MECH. LOUVER, REF. M-SERIES DRAWINGS T/Roof Truss B/Roof Truss MIN. 6" CONC. CURB, REF. S-SERIES GARAGE EXHAUST FAN, REF. M-SERIES MINERAL WOOL INSULATION CONTINUOUS, MIN. 2' ABOVE BASE OF ROOF TRUSS. 2 A504 D3 A309 E1 A309 +17'-6" 2 2nd Floor +28'-2" 3 3rd Floor +38'-10" 4 4th Floor +49'-6" 5 5th Floor 1'-9 5/8"8'-10 3/8"1'-9 5/8"8'-10 3/8"1'-9 5/8"8'-10 3/8"2'-10 3/4"10'-8"10'-8"11'-9 1/8"5'-2 7/8"66'-6" R-11 BATT INSULATION ROOF TRUSSES, REFERENCE S-SERIES FOR STRUCTURAL REQUIREMENTS. 5/8" FIRE RESISTANT GYP. BD. ON RESILIENT CHANNELS - U.L. LISTINGS FOR REQUIREMENTS. R-21 HD BATT INSULATION HEAD OF WALL FIRE SEALANT 1-HOUR RATED CONTINUOUS. REFERENCE NOTES SHOWN FOR EACH FLOOR. 1-1/2" ACOUSTIC TOPPING, REFERENCE A520 FOR ACOUSTIC TOPPING NOTES. POST TENSIONED SLAB, REFERENCE S-SERIES FOR STRUCTURE REQUIREMENTS. C6/A009 CORRIDORAPARTMENT SHAFT 2 HOUR SHAFT UL-U417 ASSEMBLY WITH SINGLE WALL APPLICATION FOR NON-LOAD BEARING WALLS. MAXIMUM HEIGHT: 70 FT . UL - U417: 2 HOUR SHAFT WALL SUPPORTED BY SLAB AND BEAMS ALONG CORRIDOR AT RESIDENTIAL FLOORS. TYP. TYP. TYP. TYP. TYP. "DOG HOUSE" ABOVE SHAFT. ALL DUCT PENETRATIONS SHAFT BE COORDINATED & ROOFING TRADE CFS FRAMED WALL W/ WOOD EXTERIOR SHEATHING, R-13 INSULATION, & PVC ROOFING MEMBRANE STEEL STRUCTURE, REF. S- SERIES DRAWINGS CONTINUE R-13 INSULATION AROUND BEAM LVL OR TRUSS GIRDER, WRAPPED 2 LAYERS OF 5/8" GYP. BD.,FIRE WALL HANGERS FOR TRUSSES, REFERENCE S- SERIES DRAWINGS. C6/A009 T/STEEL D3 A309 D2 A309 C3 A309 C2 A309 A3 A309 +17'-6" 2 2nd Floor +28'-2" 3 3rd Floor +38'-10" 4 4th Floor +49'-6" 5 5th Floor 58'-5 3/4" Varies ROOF TRUSSES, REFERENCE S-SERIES FOR STRUCTURAL REQUIREMENTS. R-21 HD BATT INSULATION 1-1/2" ACOUSTIC TOPPING, REFERENCE A520 FOR ACOUSTIC TOPPING NOTES. POST TENSIONED SLAB, REFERENCE S-SERIES FOR STRUCTURE REQUIREMENTS. FLOOR TRUSSES, REF. S-SERIES DRAWINGS FOR STRUCTURAL REQUIREMENTS 2X6 WOOD STUD WALL, 5/8" GYPSUM WALL BOARD BOTH SIDES DRAFTSTOPPING R-11 BATT INSULATION 5/8" FIRE RESISTANT GYP. BD. ON RESILIENT CHANNELS - U.L. LISTINGS FOR REQUIREMENTS. ROOF PLYWOOD DRAFTSTOPPING CORRIDOR APARTMENT CORRIDOR APARTMENT CORRIDOR APARTMENT CORRIDOR APARTMENT T/Roof Truss B/Roof Truss D1 A309 B1 A309 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 A321, A322, AND A323 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 AT TYPE I CONSTRUCTION ARE FIRE RETARDANT TREATED, INCLUDING ANY WOOD ON THE LOW ROOF AND PARAPETS AT THE SECOND FLOOR, ALONG WITH CORRESPONDING COPING AND PARAPET DETAILS. 9. USE PRESERVATIVE TREATED EXTERIOR PLYWOOD SHEATHING AT ROOF SIDE OF PARAPETS AND PANELS AT ROOF WALLS, PORCH WALLS OR CANOPY AREAS. 10. PROVIDE AIR MOISTURE BARRIER PER MANUFACTURE’S REQUIREMENTS. DETAILS AT TRANSITIONS FROM WALLS, SLABS, LEDGES, FLASHINGS AND OPENINGS REQUIRE SPECIAL ATTENTION. COMMON DETAILS ARE SHOWN IN VARIOUS WALL SECTIONS DETAILS, WINDOW, DOOR AND STOREFRONT DETAILS, AND THE A500 SERIES. 11. SPACE IN EIFS CORNICE PROFILES INDICATES FRAMING DELEGATED FOR COORDINATION BETWEEN FRAMERS AND EIFS SUPPLIER. 12. PROVIDE MORTAR NET AT THE BASE OF EACH MASONRY VENEER WALL ABOVE ANY WALL FLASHING. SCALE: 3/8" = 1'-0" A2 Corridor Wall Section A308 0 2'4'6' SCALE: 3/8" = 1'-0" A3 Garage Exhaust Shaft Section A308 0 2'4'6' SCALE: 3/8" = 1'-0" A4 Shaft Section A308 0 2'4'6' SCALE: 3/8" = 1'-0" A1 Corridor Wall Section A308 0 2'4'6'