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HomeMy WebLinkAbout3. 635 South Main Street_COA 2023-1206STAFF REPORT CONCERNING APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS Date: December 6, 2023 Application Number: 2023-1208i8i6 Property Location: 635 South Main Street Architectural Style/Date/Architect or Builder: Renaissance Revival / 1910 Property Owner: Studebaker Center, LLC Landmark or District Designation Local Landmark, #8267-92 Rating: Significant/Notable DESCRIPTION OF STRUCTURE/ SITE: Rectangular plan with smooth dressed stone foundation. Stretcher bond brick walls with two sets flat arcades, quoin pilasters, stone string course, flat arch & round arch, keystone radiating voussoirs. Flat roof, smooth dressed stone cap. Windows: Reveal, double hung sash flat head, joint 3 and 4th single large sash and side and side fixed sash 1st and 2nd, wood lintel panel. Doors: Metal flat overhang roof and double leaf panel, glass, glass transom, solid glass side panels. Stairs: Concrete ALTERATIONS: COA 2010-0622 allowed for Removal of dead trees on Main Street in front of the entrance. City Forester, Brent Thompson, concurred that the 2 Sugar Maples are dying from girding roots; and that they can be removed. COA 2022-0906 allowed for the installation of polycarbonate panels over the windows (work not completed). APPLICATION ITEMS: “Proposed work will cover the following distinct application items further outlined in documentation attached: 1.) Window and door rehabilitation & replacement. 2.) Masonry re-pointing, cleaning, and possible limited reconstruction, 3.) Roof replacement and drainage.” DESCRIPTION OF PROPOSED PROJECT: The applicant has requested approval to: 1. Windows / Doors a. Repair, restore, update, improve existing wood windows, on the west, south, east, as well as the chamfered corners of the structure facing Main Street. i. Deteriorated windows will be either A) replaced with salvaged units from the north façade of the structure, B) replaced with new wood window units specially fabricated for these openings, b. Replace windows and doors on the: i. Upper clerestory (windows) with Quaker H650 (or equivalent) in dark or medium bronze finish, color to match other/existing original windows. ii. North façade (windows, see Kil proposal) would be replaced with all-aluminum, thermally broken Low-E glass windows. iii. Primary east entrance (non-original, anachronistic ‘modern’ aluminum entry system) will be replaced with a door, transom, sidelight unit (“Tubelite 14000T”), color to match other windows and doors on structure. 2. Masonry – “maintenance”/repair/rehabilitation, including cleaning, re-pointing, reconstruction, coping and parapet walls, sealant joints, and steel lintel replacement. 3. Roof Replacement/Reconfiguration a. Replacement of existing roof material/membrane, b. Repair/replacement of decking, c. Repair/replacement of roof drain systems, d. Replacement of plywood/material covering eastern skylight for later repair/rehabilitation, e. Chimney, HVAC, ducts, and miscellaneous roof equipment, including removal of non- functional/ancillary/redundant chimney stacks and vents to clean the roof line, STANDARDS AND GUIDELINES: • Cornices and Parapets – Page 43 • Doors and Entrances – Page 44 • Roofs – Page 50 • Walls – Page 59-60 • Windows – Pages 61-63 SITE VISIT REPORT: HPC Administrator Adam Toering and Specialist Ross Van Overberghe have made repeated site visits to the structure over the course of the last few years. Condition of specific windows throughout the structure varies, with some window sashes nearing failure, while many are eminently restorable. STAFF RECOMMENDATION: Staff makes a favorable recommendation. Prepared by Adam Toering, Historic Preservation Administrator HISTORIC PRESERVATION COMMISSION OF SOUTH BEND AND ST. JOSEPH COUNTY Phone: 574/235.9371 Fax: 574/235.9021 Email: hpcsbsjc@southbendin.gov MAP OF THE AREA - Google Maps view of the subject area. SATELLITE/SANBORN IMAGERY - Sandborn Maps: 1917, 1945, 1960, imagery from 2021 of property. 5 HISTORIC PRESERVATION COMMISSION OF SOUTH BEND AND ST. JOSEPH COUNTY Phone: 574/235.9371 Fax: 574/235.9021 Email: hpcsbsjc@southbendin.gov Picture of the Southwest side of building, March 2020. 5 Picture of the Southeast side of building, March 2020. HISTORIC PRESERVATION COMMISSION OF SOUTH BEND AND ST. JOSEPH COUNTY Phone: 574/235.9371 Fax: 574/235.9021 Email: hpcsbsjc@southbendin.gov Picture of the East side of building, March 2020. 5 HISTORIC PRESERVATION COMMISSION OF SOUTH BEND AND ST. JOSEPH COUNTY Phone: 574/235.9371 Fax: 574/235.9021 Email: hpcsbsjc@southbendin.gov Picture of the East side of building, March 2020. 5 Picture of the East side of building, March 2020. HISTORIC PRESERVATION COMMISSION OF SOUTH BEND AND ST. JOSEPH COUNTY Phone: 574/235.9371 Fax: 574/235.9021 Email: hpcsbsjc@southbendin.gov Picture of the North side of building, March 2020. 5 HISTORIC PRESERVATION COMMISSION OF SOUTH BEND AND ST. JOSEPH COUNTY County—City Building, South Bend, IN 46601 http://www.southbendin.gov/government/department/community-investment Phone: 574/235.9371 Fax: 574/235.9021 Email: hpcsbsjc@southbendin.gov Michele Gelfman, President A Certified Local Government of the National Park Service Adam Toering, Historic Preservation Administrator OFFICE USE ONLY>>>>>>DO NOT COMPLETE ANY ENTRIES CONTAINED IN THIS BOX<<<<<<OFFICE USE ONLY Date Received: ____________________ Application Number: ____________—___________________________________ Past Reviews: YES (Date of Last Review) _____________________________ NO Staff Approval authorized by: _________________________________________________________ Title: __________________________ Historic Preservation Commission Review Date: __________________________________________________________________________ Local Landmark Local Historic District (Name) ________________________________________ National Landmark National Register District (Name) _____________________________________ Certificate Of Appropriateness: Denied Tabled Sent To Committee Approved and issued: _____________________ Address of Property for proposed work: ________________________________________________________________________ (Street Number—Street Name—City—Zip) Name of Property Owner(s): __________________________________________________ Phone #: ______________________ Address of Property Owner(s): _______________________________________________________________________________ (Street Number—Street Name—City—Zip) Name of Contractor(s): _______________________________________________________ Phone #: ______________________ Contractor Company Name: __________________________________________________________________________________ Address of Contractor Company: ______________________________________________________________________________ (Street Number—Street Name—City—Zip) Current Use of Building: _____________________________________________________________________________________ (Single Family—Multi-Family—Commercial—Government—Industrial—Vacant—etc.) Type of Building Construction: ________________________________________________________________________________ (Wood Frame—Brick—Stone—Steel—Concrete—Other) Landscape New Replacement (not in-kind) Demolition Proposed Work: (more than one box may be checked) Description of Proposed Work: _______________________________________________________________________________ ___________________________________________________________________________________________________________ ___________________________________________________________________________________________________________ ___________________________________________________________________________________________________________ Owner e-mail: __________________________________ and/or Contractor e-mail: ___________________________________ X _______________________________________________ and/or X _______________________________________________ Signature of Owner Signature of Contractor By signing this application I agree to abide by all local regulations related to project and to obtain a Building Department Permit, if applicable. —APPLICATION REQUIREMENTS ARE LISTED ON REVERSE SIDE— APPLICATION FOR A — CERTIFICATE OF APPROPRIATENESS 635 South Main St., South Bend, IN 46601 Kevin Smith (574) 472-0715 6561 Lonewolf Drive, South Bend, IN, 46628 Vacant (previously Office) Cast in place concrete with brick exterior X X Proposed work will cover the following distinct application items further outlined in documentation attached: 1.) Window and door rehabilitation & replacement; 2.) Masonry re-pointing, cleaning, and possible limited reconstruction; 3.) Roof replacement and drainage k.smith@dsm-inc.us gkil@kilarchitecture.com December 5, 2023 MA Rec. 261444 $20.00 K I L ARCHITECTURE P L A N N I N G www.kilarchitecture.com 1 1 2 6 L I N C O L N W A Y E A S T S O U T H B E N D I N 4 6 6 0 1 ( 5 7 4 ) 2 8 8 . 2 6 5 4 V O I C E 2 8 9 . 2 4 2 0 F A X STUDEBAKER ADMINISTRATION BUILDING EXTERIOR ENVELOP REHABILITATION SCOPE OF WORK PROPOSED: 1.) Window and Door Restoration and Replacement: Photos 1-21 a. Restoration of Wood Windows: The building has original wood windows, most of which are proposed to be retained and repaired and rehabilitated in like in kind. On the East, South and West facades, and NE and NW chamfered corners of the building the windows (Basement, First, Second, Third and Fourth Floors) will be wood window rehabilitation in like in kind. The sashes will be removed and repaired off-site (if restoration is feasible given the window’s condition) and reinstalled with new double-pane insulated glazing or single-pane with new interior storm windows. The frames and exterior sills will be renovated on site in the field. The addition of double-pane glass would require the routing of sash stiles and rails to accommodate the thicker glazing profile. This would only minimally affect the exterior appearance of the windows, once they are re- glazed. A compressible sill seal will be added to all restored windows, along with weatherstripping along the frame for the lower operable units. The double hung upper sash will be fixed in place. Some windows have pivot operation and other very large windows are hopper operation. The intent is to salvage existing window hardware and repair/replace as required. b. Replacement of Wood Windows with New Wood Windows or Salvaged Windows: In situations where the original wood windows are in such poor condition that they cannot be restored, or in places where they have been removed altogether, new wood windows will be fabricated to recreate the original appearance. These windows will feature insulated glazing and will match the sash profiles and proportions of the original windows (glass/sash/frame). These repaired windows would be prioritized on the East, South and West facades. Where applicable, some windows may be salvaged from the North side and used to infill the East, South and West Facades. c. Replacement of Wood Windows with New Aluminum Windows: For this project new all-aluminum windows are proposed in the following locations: Upper Clerestory Roof Monitor Windows: The clerestory windows are set back from the perimeter upper parapet and as such are not visible at grade. These window units are in very poor condition, and mostly boarded up. The windows are large double-hung units (4 over 4 lights). The proposed new all aluminum windows would be non-operable fixed windows but will match the 4 over 4 light pattern. Since these units would be visible from the interior double height atrium space, this geometry is important to replicate (muntin/sash/frame/glass geometry). These windows are visible two levels above K I L ARCHITECTURE P L A N N I N G www.kilarchitecture.com 1 1 2 6 L I N C O L N W A Y E A S T S O U T H B E N D I N 4 6 6 0 1 ( 5 7 4 ) 2 8 8 . 2 6 5 4 V O I C E 2 8 9 . 2 4 2 0 F A X the Third Floor atrium floor as viewed from the inside. The proposed windows are based on a Quaker Window Specification H650 (or approved equal). Color would be a dark or medium bronze finish as proposed, exact color to be determined and coordinated with the exterior Sash and frame color of the restored windows on the East, South and West facades. North Façade Windows: The existing wood windows are boarded up at the First and Second Floors with a handful of additional windows boarded up at the Third Floor. All original windows are drywalled over on the interior of the Fourth Floor, with the exception of seven, which have been replaced with incompatible aluminum replacements. Some of these are infilled openings with brick masonry as exposed from the exterior. These boarded openings in some cases cover the original windows (sash/frame/glass). These openings are boarded up due to glass breakage by rocks being thrown at the building from the tracks over the years. This design plan retains boarded-up window openings at the First and Second Floors of the North Façade given the proximity of these windows to the elevated tracks (25’ to 30’ away). The boarded up openings would retain the existing windows if they exist (sash/glass/frame). The NE and NW windows on the angled bays of the North Façade would be rehabilitated as wood windows (in like and kind) since they are visible from Main Street as well as Lafayette. These new all-aluminum windows will be thermally broken and will incorporate dual pane Low-E glass. The north side windows will also include a glass specification that will reduce the noise transfer from the rail traffic at adjacent railroad with sound dampening/acoustic attenuation design. Exterior glass would most likely be a combination of laminated and/or tempered glass. Color would be a dark or medium bronze finish as proposed, exact color to be determined and coordinated with the exterior Sash and frame color of the restored windows on the East, South and West facades. d. Replacement of Modern Aluminum Entry System with New Aluminum Entry System: At the primary East entrance, an aluminum entry door and sidelight system exist that is not original to the building. This door and aluminum framing system will be replaced with new aluminum entry door, transom and sidelight system that approximates the glazing and door proportions of the original entry. The proposed door, transom and sidelights are based on a Tubelite Specification 14000T (or approved equal). Color would be a dark or medium bronze finish as proposed, exact color to be determined and coordinated with the exterior sash and frame color of the restored windows on the East, South and West facades. e. Existing Doors to Remain K I L ARCHITECTURE P L A N N I N G www.kilarchitecture.com 1 1 2 6 L I N C O L N W A Y E A S T S O U T H B E N D I N 4 6 6 0 1 ( 5 7 4 ) 2 8 8 . 2 6 5 4 V O I C E 2 8 9 . 2 4 2 0 F A X The OH Door at the First Floor West Façade will be retained along with the South Loading Dock door and entrance at the First Floor. These locations will be retained and stabilized to remain as-is and secure until a future tenant comes along. At that time a COA will be expected to address these future proposed improvements. 2.) Masonry Re-Pointing, Cleaning, and Reconstruction: Photos 1-18, 22-28 a. Cleaning: The façade brick is proposed to be cleaned with a mild and NPS approved cleaner such as a Prosoco ‘Sure Klean” Restoration Cleaner. Limestone sills, banding, base, and keystones should be cleaned with a mild and NPS approved cleaner such as a Prosoco “Enviro Klean” EK Restoration Cleaner or similar product. These products are approved by the NPS for application on historic national register properties by qualified masonry technicians in the field. b. Re-pointing of Brick: The exterior walls consist of brick in a running bond. All facades will be tuck-pointed. Remove all extraneous metal anchors and fill or repair holes. c. Reconstruction: In where the brick walls are deteriorated or unstable, brick walls will be reconstructed. This may be required at certain sections of the parapet walls. Broken original brick will be replaced with new or salvaged matching brick. d. Copings and Parapet Walls: Limestone copings over triple wythe parapet walls exist, but are not the original design. Corbelled brick, a stone cornice, and multi- layered shouldered copings were present in the building’s original condition, but were removed between 1941 and 1950, when the large illuminated cursive signs were also removed. The existing parapet walls be repaired, but the current design will not be modified. e. Sealant Joints: Horizontal and vertical limestone masonry joints, such as parapet copings, sloping sills and cornice trim should be ground out and pointed with a backer-rod and soft sealant joint to allow for movement, instead of a hard mortar joint. This will prevent water infiltration which is allowing water into the wall and causing efflorescence. f. Steel Lintels: Some windows have steel lintels and shall be renovated as follows: Inspect for rust and metal deterioration. Rust to be removed with mechanical means (wire brush, grinder, etc.) coated with an oil base rust inhibiting primer and coated with 2 coats exterior finish paint. If any rust jacking is observed once masons are mobilized, verify extent of rust and remove brick, expose steel lintel and repeat process to remove rust and prep for paint before rebuilding masonry. 3.) Roof Replacement and Drainage: Photos 13, 16, 19-24, 26, 28 a. Replacement of Roofing: The existing roof consists of 2 layers of BUR (smooth BUR over granular) on the original poured in place concrete deck. The roof is deteriorated and leaking in certain areas and will be replaced with a new 60 mil K I L ARCHITECTURE P L A N N I N G www.kilarchitecture.com 1 1 2 6 L I N C O L N W A Y E A S T S O U T H B E N D I N 4 6 6 0 1 ( 5 7 4 ) 2 8 8 . 2 6 5 4 V O I C E 2 8 9 . 2 4 2 0 F A X TPO 20 year warranted membrane or comparable. New perimeter flashing will be added as required for a complete and warranted new roofing system. b. Alternate for rigid insulation: Consideration will be given to adding a minimum of R-30 polyiso rigid board insulation under the new roof (2 layers of 2.5” = 5” total). New roof membrane will be provided at all roof locations, including main roof, upper monitor roof along with over stair and elevator core. The upper monitor roof is a BUR over OSB decking and an older bitumen roof on the original concrete deck. c. Deck: The existing roof deck is a cast in place concrete deck and has a significant slope (at least ½” per 1’-0”), so no tapered insulation will be required. d. Drains: The roof slopes to the four corners (NE/SE/SW/NW), where internal roof drains exist. Overflow drains will be added so there will be two drains per corner for a total of eight total roof drains. Only one drain in each corner is functioning, with the remainder clogged or damaged. The drains and strainers will be cleared and repaired to allow for full functionality of all eight drains. e. Skylights: The east skylight is covered with a membrane that is failing and part of the original frame is exposed. The design will flash the new roof up to the curb 12” min and the skylight will be covered with a new plywood deck secured to the frame and a new membrane added. A future tenant or developer can then consider renovation of the skylight one a use has been determined. The Stair / elevator shaft has 2 small original skylights that remain. These will be treated similar to the east Skylight (decked and roofed over). f. Chimney, HVAC Ventilators, Ducts and Misc Abandoned Roof Equipment: The Chimneys, HVAC Ventilators, Ducts and Misc Abandoned Roof Curbs and Equipment that are not being used will be demolished, capped off, decked over and re-roofed for a clean roof installation. Plumbing vents will be retained to allow sewer gas to exhaust through the roof. STUDEBAKER ADMINISTRATION BUILDING COA Application - Photos 12/4/2023 Photo 1 - East Facade Photo 2 - South Facade STUDEBAKER ADMINISTRATION BUILDING COA Application - Photos 12/4/2023 Photo 3 - West Facade Photo 4 - North Facade STUDEBAKER ADMINISTRATION BUILDING COA Application - Photos 12/4/2023 Photo 5 - Aerial from East Photo 6 - Aerial from NW STUDEBAKER ADMINISTRATION BUILDING COA Application - Photos 12/4/2023 Photo 7 - Executive Offi ce Windows at SE Corner Photo 8 - SE Corner STUDEBAKER ADMINISTRATION BUILDING COA Application - Photos 12/4/2023 Photo 9 - South Central Facade Photo 10 - SW Corner STUDEBAKER ADMINISTRATION BUILDING COA Application - Photos 12/4/2023 Photo 11 - Typical Condition 3-4 Floors - W Facade Photo 12 - Typical Condition 1-2 Floors - W Facade STUDEBAKER ADMINISTRATION BUILDING COA Application - Photos 12/4/2023 Photo 13 - Monitor Roof w/ Clerestory from NW Photo 14 - Aerial from SE STUDEBAKER ADMINISTRATION BUILDING COA Application - Photos 12/4/2023 Photo 15 - Low Aerial from SW Photo 16 - High Aerial from SW STUDEBAKER ADMINISTRATION BUILDING COA Application - Photos 12/4/2023 Photo 17 - Typical 1-2 Floor South Windows STUDEBAKER ADMINISTRATION BUILDING COA Application - Photos 12/4/2023 Photo 18 - Typical 3-4 Floor South Windows and Parapet Wall STUDEBAKER ADMINISTRATION BUILDING COA Application - Photos 12/4/2023 Photo 19 - Typical Bank of Clerestory Double Hung Windows Photo 20 - Brackets, Flashing, etc. at Monitor Roof STUDEBAKER ADMINISTRATION BUILDING COA Application - Photos 12/4/2023 Photo 21 - View to W of Clerestory Windows and Roof Photo 22 - Signifi cant Ponding above Executive Offi ces STUDEBAKER ADMINISTRATION BUILDING COA Application - Photos 12/4/2023 Photo 23 - Roof condition at top of Monitor Roof (bricks above concrete wall below) Photo 24 - Typical Stepped Flashing and Parapet Pier adjacent to Elevator Tower STUDEBAKER ADMINISTRATION BUILDING COA Application - Photos 12/4/2023 Photo 25 - Brick Wall and Corbelling at Elevator Tower Photo 26 - Typical Parapet Wall at North Side of Roof STUDEBAKER ADMINISTRATION BUILDING COA Application - Photos 12/4/2023 Photo 27 - Typical Step in Height of Parapet Wall Photo 28 - Ponding at Corner Drain 1 1/32" = 1'-0" EXISTING SITE PLAN IK L P L A N N I N G A R C H I T E C T U R E 10664 GREGORY A. KIL A R C H I T E C T N C A R B A I A 5 7 4 . 2 8 8 . 2 6 5 4 S O U T H B E N D, I N www.kilarchitecture.com 1126 LINCOLNWAY EAST C COPYRIGHT 2023 KIL ARCHITECTURE / PLANNING K A P .2 3 0 9 9 STUDEBAKER ADMINISTRATION BUILDING C O A A P P L I C A T I O N 6 3 5 S O U T H S T R E E T SOUTH BEND, INDIANA 4 6 6 0 1PRELIMINARY NOT FORCONSTRUCTIONT HI S DOCUM E N T AND T H E D E SI G N IS T HE P ROP E RT Y OF K IL ARCH I TE CT URE / P LA N N I NG A ND THE U SE IS LI MI TE D TO T H E SPE CIFI ED PROJECT . THE ARCHITE CT SHALL BE DEEMED THE AUTHOR OF THIS DOCUMENT AND SHALL RETAIN ALL COMMON LAW, STA TUA TORY, A ND OT HER RESE RVE D RIGHTS, INCLUDI NG THE COPYRIGHT. THIS DOCUMENT MAY NOT BE REPRODUCED, COPIED, O R U S E D W I T H O U T T H E W R I T T E N P E R M I S S I O N O F K I L A R C H I T E C T U R E / P L A N N I N G . REVISION COA APPLICATION DECEMBER 03, 2023 EXISTING EAST ELEVATION A2.1 1 1/8" = 1'-0" EXISTING EAST ELEVATION 2 1/8" = 1'-0" EXISTING CLERESTORY ELEVATION IK L P L A N N I N G A R C H I T E C T U R E 10664 GREGORY A. KIL A R C H I T E C T N C A R B A I A 5 7 4 . 2 8 8 . 2 6 5 4 S O U T H B E N D, I N www.kilarchitecture.com 1126 LINCOLNWAY EAST C COPYRIGHT 2023 KIL ARCHITECTURE / PLANNING K A P .2 3 0 9 9 STUDEBAKER ADMINISTRATION BUILDING C O A A P P L I C A T I O N 6 3 5 S O U T H S T R E E T SOUTH BEND, INDIANA 4 6 6 0 1PRELI MI NARY NOT FORCONSTRUCTIONT H I S DOCUME NT A ND T HE DE S IGN I S T H E P R O P E R T Y O F K I L A RC HIT E C TUR E / PL A NNING A ND T H E US E I S LIMIT ED T O THE S PECIF IE D P ROJE CT. THE ARCHITECT SHA LL BE DEE ME D THE AUTHOR OF THIS DOCUMENT AND SHALL RETAIN ALL COMMON LAW, S TATUATORY , AND OTHER RE SERVED RIGHT S, INCLUDING THE COPYRIGHT. THIS DOCUMENT MAY NOT BE REPRODUCED, COPIED, O R U S E D W I T H O U T T H E W R I T T E N P E R M I S S I O N O F K I L A R C H I T E C T U R E / P L A N N I N G . REVISION COA APPLICATION DECEMBER 03, 2023 EXISTING SOUTH ELEVATION A2.2 1 1/16" = 1'-0" EXISTING SOUTH ELEVATION 2 1/6" = 1'-0" EXISTING CLERESTORY ELEVATION IK L P L A N N I N G A R C H I T E C T U R E 10664 GREGORY A. KIL A R C H I T E C T N C A R B A I A 5 7 4 . 2 8 8 . 2 6 5 4 S O U T H B E N D, I N www.kilarchitecture.com 1126 LINCOLNWAY EAST C COPYRIGHT 2023 KIL ARCHITECTURE / PLANNING K A P .2 3 0 9 9 STUDEBAKER ADMINISTRATION BUILDING 6 3 5 S O U T H S T R E E T SOUTH BEND, INDIANA 4 6 6 0 1PRELIMINARY NOT FORCONSTRUCTIONTHI S D O C U M E N T A N D T H E DE S I GN I S T H E P R O P E R TY O F K I L A R CHIT E CT U R E / P L ANNI NG A ND T H E US E I S L I M I T ED T O THE S PECIFIED PROJECT. THE ARCHITECT S HAL L B E DEE MED T HE AUTHOR OF THIS DOCUMENT AND SHALL RETAIN ALL COMMON LAW, S TATUATORY, AND OTHER RE SERVED RIGHTS , I NCL UDING THE COPYRIGHT. THIS DOCUMENT MAY NOT BE REPRODUCED, COPIED, O R U S E D W I T H O U T T H E W R I T T E N P E R M I S S I O N O F K I L A R C H I T E C T U R E / P L A N N I N G . REVISION SCHEMATIC DESIGN DECEMBER 03, 2023 EXISTING WEST ELEVATION A2.3 1 1/8" = 1'-0" EXISTING WEST ELEVATION 2 1/8" = 1'-0" EXISTING CLERESTORY ELEVATION IK L P L A N N I N G A R C H I T E C T U R E 10664 GREGORY A. KIL A R C H I T E C T N C A R B A I A 5 7 4 . 2 8 8 . 2 6 5 4 S O U T H B E N D, I N www.kilarchitecture.com 1126 LINCOLNWAY EAST C COPYRIGHT 2023 KIL ARCHITECTURE / PLANNING K A P .2 3 0 9 9 STUDEBAKER ADMINISTRATION BUILDING R E H I B I L I T A T I O N 6 3 5 S O U T H S T R E E T SOUTH BEND, INDIANA 4 6 6 0 1PRELIMINARY NOT F OR CONSTRUCTIONTHI S D O C U M E N T A N D T H E D E S I GN I S T H E P R O P ERT Y OF KI L A RCHIT ECT U RE / P L ANNI N G AND T HE US E IS L I M I TE D T O THE SP ECIFIED PROJECT. THE A RCHI TECT S HALL B E DEEMED T HE AUTHOR OF THIS DOCUMENT AND SHALL RETAIN ALL COMMON LAW, ST ATUATORY, AND OTHE R RES ERV ED RIGHTS , INCLUDING T HE COPYRIGHT. THIS DOCUMENT MAY NOT BE REPRODUCED, COPIED, O R U S E D W I T H O U T T H E W R I T T E N P E R M I S S I O N O F K I L A R C H I T E C T U R E / P L A N N I N G . REVISION SCHEMATIC DESIGN DECEMBER 03, 2023 EXISTING NORTH ELEVATION A2.4 1 1/16" = 1'-0" EXISTING NORTH ELEVATION 2 1/16" = 1'-0" EXISTING CLERESTORY ELEVATION IK L P L A N N I N G A R C H I T E C T U R E 10664 GREGORY A. KIL A R C H I T E C T N C A R B A I A 5 7 4 . 2 8 8 . 2 6 5 4 S O U T H B E N D, I N www.kilarchitecture.com 1126 LINCOLNWAY EAST C COPYRIGHT 2023 KIL ARCHITECTURE / PLANNING K A P .2 3 0 9 9 STUDEBAKER ADMINISTRATION BUILDING R E H I B I L I T A T I O N 6 3 5 S O U T H S T R E E T SOUTH BEND, INDIANA 4 6 6 0 1PRELIMINARY NOT FORCONSTRUCTIONTHI S D O C U M E N T A N D T H E DE S I GN I S T H E P R O P E R TY O F K I L A R CHIT E CT U R E / P L ANNI NG AND T H E US E I S L I M I T ED T O THE SP ECIFIED PROJECT. THE ARCHITECT S HAL L B E DEE MED T HE AUTHOR OF THIS DOCUMENT AND SHALL RETAIN ALL COMMON LAW, S TATUATORY, AND OTHE R RE SERVED RIGHTS , I NCL UDING T HE COPYRIGHT. THIS DOCUMENT MAY NOT BE REPRODUCED, COPIED, O R U S E D W I T H O U T T H E W R I T T E N P E R M I S S I O N O F K I L A R C H I T E C T U R E / P L A N N I N G . REVISION SCHEMATIC DESIGN DECEMBER 03, 2023 NORTH WINDOW BAY ELEVATIONS 1 SCALE: 3/16" = 1' - 0" EXISTING NORTH WINDOW BAY ELEVATION A2.5FILE PATH: X:\Current Projects\2023\23099_Studebaker Admin Doors_Windows_Roof_Masonry\Sheets\A2.5 Window Bay Elevations.dwg SAVE DATE:12/4/2023 5:30:41 PM SAVED BY:SBANEYIK L P L A N N I N G A R C H I T E C T U R E 10664 GREGORY A. KIL A R C H I T E C T N C A R B A I A 5 7 4 . 2 8 8 . 2 6 5 4 S O U T H B E N D, I N www.kilarchitecture.com 1126 LINCOLNWAY EAST C COPYRIGHT 2023 KIL ARCHITECTURE / PLANNING K A P .2 3 0 9 9 STUDEBAKER ADMINISTRATION BUILDING C O A A P P L I C A T I O N 6 3 5 S O U T H S T R E E T SOUTH BEND, INDIANA 4 6 6 0 1PRELIMINARY NOT FORCONSTRUCTIONT HIS DO CUM E N T A N D T H E D E SI G N IS T HE P ROP E RT Y OF K IL ARCHI TE CT URE / P LA N N I NG A ND THE U SE IS LI M I TE D TO T H E SPE CIFI ED PROJECT . THE ARCHITE CT SHALL BE DEEMED THE AUTHOR OF THIS DOCUMENT AND SHALL RETAIN ALL COMMON LAW, STA TUA TORY, A ND OTHER RESE RVE D RIGHTS, INCLUDI NG THE COPYRIGHT. THIS DOCUMENT MAY NOT BE REPRODUCED, COPIED, O R U S E D W I T H O U T T H E W R I T T E N P E R M I S S I O N O F K I L A R C H I T E C T U R E / P L A N N I N G . REVISION COA APPLICATION DECEMBER 03, 2023 2 SCALE: 3/16" = 1' - 0" PROPOSED NORTH WINDOW BAY ELEVATION SOUTH WINDOW BAY ELEVATIONS 1 SCALE: 3/16" = 1' - 0" EXISTING SOUTH BAY WINDOW ELEVATION A2.6FILE PATH: X:\Current Projects\2023\23099_Studebaker Admin Doors_Windows_Roof_Masonry\Sheets\A2.6 SOUTH WINDOW BAY ELEVATIONS.dwg SAVE DATE:12/4/2023 5:31:12 PM SAVED BY:SBANEYIK L P L A N N I N G A R C H I T E C T U R E 10664 GREGORY A. KIL A R C H I T E C T N C A R B A I A 5 7 4 . 2 8 8 . 2 6 5 4 S O U T H B E N D, I N www.kilarchitecture.com 1126 LINCOLNWAY EAST C COPYRIGHT 2023 KIL ARCHITECTURE / PLANNING K A P .2 3 0 9 9 STUDEBAKER ADMINISTRATION BUILDING C O A A P P L I C A T I O N 6 3 5 S O U T H S T R E E T SOUTH BEND, INDIANA 4 6 6 0 1PRELIMINARY NOT FORCONSTRUCTIONT HIS DO CUM E N T A N D T H E D E SI G N IS T HE P ROP E RT Y OF K IL ARCHI TE CT URE / P LA N N I NG A ND THE U SE IS LI M I TE D TO T H E SPE CIFI ED PROJECT . THE ARCHITE CT SHALL BE DEEMED THE AUTHOR OF THIS DOCUMENT AND SHALL RETAIN ALL COMMON LAW, STA TUA TORY, A ND OTHER RESE RVE D RIGHTS, INCLUDI NG THE COPYRIGHT. THIS DOCUMENT MAY NOT BE REPRODUCED, COPIED, O R U S E D W I T H O U T T H E W R I T T E N P E R M I S S I O N O F K I L A R C H I T E C T U R E / P L A N N I N G . REVISION COA APPLICATION DECEMBER 03, 2023 2 SCALE: 3/16" = 1' - 0" PROPOSED SOUTH BAY WINDOW ELEVATION April, 2022 V4 Temple Detroit HotelTemple Detroit Hotel (formerly Standard Insurance Bldg.)(formerly Standard Insurance Bldg.) Detroit, MIDetroit, MI Developers: Temple Group HoldingsDevelopers: Temple Group Holdings Architect: McIntosh Poris AssociatesArchitect: McIntosh Poris Associates Contractor: Rockford Const. Co.Contractor: Rockford Const. Co. Dealer: Blackberry SystemsDealer: Blackberry Systems www.QuakerCommercialWindows.com * - AW50 rating and thermal test numbers are projected. Official testing in progress as of September, 2021 Single Hung | Fixed | Fixed Simulated Hung Product MaterialAluminum Frame Depth 4 ⅛” RatingSingle Hung: AW50*Fixed: Design Pressure Single Hung:Fixed: U-Value* Single Hung: Fixed: Air Infiltration Single Hung: Fixed: SHGC* Single Hung: Fixed: Water Resistance Single Hung: Fixed: CR* Single Hung: Fixed: OITCX Single Hung: Fixed: STCX Single Hung: Fixed: *-Ranges based on multiple Low-E/Argon I.G. combinations X-Ranges based on multiple I.G. combinations FEATURES: ▶Historically-correct bevel frame ▶Architectural grade aluminum frame ▶Thermally-broken frame and sash with pour- and-debridge technology ▶No fin main frame for retro-fit purposes ▶Alternative model with Nail fin (H655 Series) ▶1’’ insulating glass ▶Heavy-duty Class 5 balancers ▶Auto lock sill ▶Standard High-Performance 2604 Powder Paint Finish (an FGIA Specification) ▶Optional Upgrade to 2605 Powder Paint Finish (an FGIA Specification) ▶30+ “Quick-Pick” colors, with unlimited custom colors available Information listed is deemed accurate as of date shown. Quaker Windows reserves the right to change or discontinue any product, feature or option without notice . PHONE (573)-744-5211FAX (573)-744-5586COMMERCIALFAX (573)-744-5822www.quakerwindows.comDate:Drawn By:Description:1:2Scale:Project Name:QUAKER WINDOW PRODUCTSWILL NOT BE RESPONSIBLEFOR FIELD MEASUREMENT,QUANTITIES, & INSTALLATIONDESIGN. CONTRACTOR MUSTVERIFY ALL DIMENSIONS.Sheet #:A1B.A.N.504 Highway 63 SouthFreeburg, MO 65035bneuner@quakerwindows.com08-25-202020 HISTORIC 500 SERIESSINGLE HUNG DESIGNTHE INFORMATION CONTAINED IN THISDRAWING IS THE SOLE PROPERTY OFQUAKER WINDOW PRODUCTS INC. ANYREPRODUCTION IN PART OR AS A WHOLEWITHOUT THE WRITTEN PERMISSION OFQUAKER WINDOW PRODUCTS INC. ISPROHIBITED.418" 312"134"138" 1" 1" 1" 1" 4" 418" 12" 7° 134" 1"916"14" 312" 312" 312" 312" 1 516" 1"916"238" 1"916"2 916" 14" 312" 1316" 218"Conceptual DetailPHONE (573)-744-5211FAX (573)-744-5586COMMERCIALFAX (573)-744-5822www.quakerwindows.comDate:Drawn By:Description:1:2Scale:Project Name:QUAKER WINDOW PRODUCTSWILL NOT BE RESPONSIBLEFOR FIELD MEASUREMENT,QUANTITIES, & INSTALLATIONDESIGN. CONTRACTOR MUSTVERIFY ALL DIMENSIONS.Sheet #:A1B.A.N.504 Highway 63 SouthFreeburg, MO 65035bneuner@quakerwindows.com08-25-202020 HISTORIC 500 SERIESSINGLE HUNG DESIGNTHE INFORMATION CONTAINED IN THISDRAWING IS THE SOLE PROPERTY OFQUAKER WINDOW PRODUCTS INC. ANYREPRODUCTION IN PART OR AS A WHOLEWITHOUT THE WRITTEN PERMISSION OFQUAKER WINDOW PRODUCTS INC. ISPROHIBITED.418" 312"134"138" 1" 1" 1" 1" 4" 418" 12" 7° 134" 1"916"14" 312" 312" 312" 312" 1 516" 1"916"238" 1"916"2 916" 14" 312" 1316" 218"Conceptual DetailPHONE (573)-744-5211FAX (573)-744-5586COMMERCIALFAX (573)-744-5822www.quakerwindows.comDate:Drawn By:Description:1:2Scale:Project Name:QUAKER WINDOW PRODUCTSWILL NOT BE RESPONSIBLEFOR FIELD MEASUREMENT,QUANTITIES, & INSTALLATIONDESIGN. CONTRACTOR MUSTVERIFY ALL DIMENSIONS.Sheet #:A1B.A.N.504 Highway 63 SouthFreeburg, MO 65035bneuner@quakerwindows.com08-25-202020 HISTORIC 500 SERIESSINGLE HUNG DESIGNTHE INFORMATION CONTAINED IN THISDRAWING IS THE SOLE PROPERTY OFQUAKER WINDOW PRODUCTS INC. ANYREPRODUCTION IN PART OR AS A WHOLEWITHOUT THE WRITTEN PERMISSION OFQUAKER WINDOW PRODUCTS INC. ISPROHIBITED.418" 312"134"138" 1" 1" 1" 1" 4" 418" 12" 7° 134" 1"916"14" 312" 312" 312" 312" 1 516" 1"916"238" 1"916"2 916" 14" 312" 1316" 218"Conceptual DetailThe Lofts at Centennial YardsThe Lofts at Centennial Yards (formerly Southern Railways Building)(formerly Southern Railways Building) Atlanta, GAAtlanta, GA Developers: CIM GroupDevelopers: CIM Group Architect: Surber Barber Choate + HertleinArchitect: Surber Barber Choate + Hertlein Contractor: Whiting Turner ContractingContractor: Whiting Turner Contracting Dealer: LJW SalesDealer: LJW Sales QuakerCommercialWindows.com 1-800-347-0438 Commercial@quakerwindows.com Made in America: All Quaker products are designed and manufactured in the United States at our state-of-the-art facilities in Freeburg, MO and Eldon, MO. Single Hung (CW90)Fixed (AW110) All ratings listed are NAFS certified. Fixed Offset Hung(CW90) SCALE 1:3H650 12.29.2020 Version 1.0WINDOW HEIGHTA VERTICAL CROSS SECTION 1 HORIZONTALCROSS SECTION WINDOW WIDTH 312" 418" 312" 312" WINDOW WIDTHWINDOW HEIGHT1" 14"916" 312" ELEVATION SCALE 3/4" = 1'-0" A 1 H650 DIRECT SET This document contains CONFIDENTIAL and proprietary information intended for the private use of Quaker.©2021 Quaker Window Products Co. ALL RIGHTS RESERVED. Certain aspects of the products, designs, or methods shown may be subject to patent rights or pending patent applications. For more information, see https://quakerwindows.com/patents/ SCALE 1:3H650 02.03.2022 Version 1.0AWINDOW HEIGHTA VERTICAL CROSS SECTION 1 HORIZONTAL CROSS SECTION 2 HORIZONTALCROSS SECTION WINDOW WIDTH 312" 134" 418" 418" 1" 916" 312"BAR OFFSET12" 4 316" 134" 312" WINDOW WIDTHWINDOW HEIGHTBAR OFFSET1" 1" 14" 916" 134" ELEVATION SCALE 3/4" = 1'-0" A 1 2 H650 FIXED OFFSET HUNG This document contains CONFIDENTIAL and proprietary information intended for the private use of Quaker. ©2021 Quaker Window Products Co. ALL RIGHTS RESERVED. Certain aspects of the products, designs, or methods shown may be subject to patent rights or pending patent applications. For more information, see https://quakerwindows.com/patents/ Quaker reserves the right to change any/all designs without notice due to periodic re-certification requirements, results shown may vary. H650/H655 Series 4 1/8’’ Frame Depth Single Hung H650/H655 Series Single hung Th e Quaker Historical H650/H655 Series Single Hung window is ideal for a variety of applications including - Historical, Landmarks, Institutions, Education, Apartments and Assisted Living. Features Our products are tested to the standards of and certifi ed by some of the foremost organizations in the fenestration industry. www.QuakerCommercialWindows.com Freeburg, MO 1-800-347-043810/2021 - V4 ◊ Commercial Framing System • 4 1/8’’ main frame • 0.062’’ wall thickness of interior and exterior walls • Nail fl ange main frame (H650) or no nail fl ange (H655) ◊ Th ermally Enhanced Design • Azon pour and debridge thermal break in main frame. • AzoCore expandable polyurethane barriers in sash rail extrusions ◊ Glazing • 1’ insulated glass ◊ Hardware • Gravity Latch • Heavy duty Class 5 Balancers ◊ Screen • Extruded aluminum screen frame ◊ Available Confi gurations • Single Hung • Oriel Single Hung • Simulated Single Hung/Fixed ◊ Muntin Choices • Internal or simulated divided lites available ◊ Limited travel hardware ◊ Screen • Extruded aluminum half screen frame with aluminum wire mesh • Extruded aluminum screen frame with sunscreen mesh • Extruded aluminum screen frame with stainless steel 0.009’’ thickness mesh • Security screen ◊ Glazing • Multiple Low-E and argon glazing choices • Capillary tubes • Wide variety of glazing, tinting and thickness options ◊ Panning & Trim Choices • Wide variety of panning, receptor and trim available ◊ Mulling • Wide variety of structural mulls ◊ Specialty • Extension jambs • Ogee lugs • WOCD hardware Options Performance Model Single Hung NAFS Rating AW-PG50* Structural Load P.S.F. 75.00* Air at 6.2 PSF Diff erential 0.30* Water (No Penetration) P.S.F. 10.00* U-Value (ranges based on multiple Low-E/Argon combinations)as low as 0.30* SHGC (ranges based on multiple Low-E/Argon combinations) Benefits ◊ Th e capacity to match exterior colors for unique project facades ◊ Th e ability to facilitate large sizes for taller and wider window openings ◊ Historically accurate panning and trim styles to help your project meet Historic Preservation codes Window test size: 60’’ × 99” Operating Force: 25.3 lbf (maintain motion), 14 lbf (latches) * - Ratings and Test data shown are projected. Testing in progress as of September, 2021 ◊ Structural & Th ermal (test reports and thermal simulations available upon request) www.QuakerCommercialWindows.com Freeburg, MO 1-800-347-043810/2021 - V4 Our products are tested to the standards of and certifi ed by some of the foremost organizations in the fenestration industry. Architectural Paint coatings and finishes • Quaker Impressive Palette of Colors Black Anodized Champagne Anodized Champagne Anodized Clear Anodized Light Bronze Anodized Dark Bronze Anodized Dark Bronze Anodized Light Range Dark Range Light Range Dark Range • 7 Resemble Colors (painted fi nish resembling anodized) ◊ Baked on powder coat fi nish meets AAMA 2604 (an FGIA specifi cation) and is available in unlimited colors ◊ AAMA 2605 (an FGIA specifi cation) powder coat fi nishes (not available for all colors shown) ◊ SolarLE Paint Finish (available with Textured Black and Dark Espresso colors only) ◊ AAMA 611-98 Class I (an FGIA specifi cation) clear and tinted anodized fi nishes • Unlimited Custom Colors ✴ Printed colors shown here may not accurately depict actual painted colors. Color samples are available upon request. Chestnut Dark BronzeBeige EarthtoneBlackAgate Grey Beige Grey Burgundy Gloss BlackDark Espresso WhiteSandstoneSatin Creme Toff eeTextured BlackSky White II Slate Grey Teal Telegrey I Holly Green RedwoodInterstate Blue Moss Green New Bone White New Dark Bronze Patina Green Polar WhiteOyster White Historical Product Selection Guide 1−800−347−0438 THE ASSEMBLY (FORMERLY FORD MOTOR ASSEMBLY PLANT) Indianapolis, IN Built: 1914 Windows: Floating Operator, Fixed and Arch FixedAs motor car popularity grew in the early 1900s, Ford Motor Company decided to build this assembly plant in Indianapolis. Production at the new plant exceeded expectations quickly. By 1923, it was rolling out 85,000 vehicles a year. But when the Great Depression hit, the Indy plant became a casualty, closing in 1932. Decades later, after years of non-use and little maintenance, the structure had become an eyesore. That changed in 2017 when a development fi rm bought the property and eventually transformed it into a mixed-use facility, gaining national accolades along the way. ^-Projected performance data as of 7−5−2022 *-Ranges based on multiple Low-E/Argon I.G. combinations X-Ranges based on multiple I.G. combinations All ratings listed are NAFS certifi ed. Periodic re-certifi cation testing is required thus data shown may vary slightly. ModelModel SeriesSeries FrameFrame DepthDepth StructuralStructural Test RatingTest Rating Test Test SizeSize Design Design PressurePressure Air Air Infi lt.Infi lt. WaterWater ResistanceResistance U-Value U-Value RangeRange# SHGCSHGC RangeRange# STCSTC RangeRangeX OITCOITC RangeRangeX CasementCasement H450H450 3−1/4"3−1/4"CW90CW90 36” x 60”36” x 60”9090 <.10<.10 1010 .39−.44.39−.44 .14−.48.14−.48 34−3734−37 29−3229−32 Project-OutProject-Out H450H450 3−1/4"3−1/4"CW70CW70 60” x 36”60” x 36”7070 <.10<.10 1010 .40−.60.40−.60 .14−.59.14−.59 Single HungSingle Hung H650H650 4−1/8"4−1/8"AW-PG50AW-PG50^^60” x 99”60” x 99”<.10<.10^^1010^^31−3231−32 24−2624−26 FixedFixed H450H450 3−1/4"3−1/4"AW-PG110AW-PG110 72” x 120”72” x 120”110110 <.10<.10 15.0415.04 .26−.50.26−.50 .16−.69.16−.69 H650H650 4−1/8"4−1/8"AW-PG65AW-PG65^^<.10<.10^^1212^^ www.QuakerCommercialWindows.com