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HomeMy WebLinkAbout2. 402 West Navarre Street_COA 2025-0522a PACKETHISTORIC PRESERVATION COMMISSION OF SOUTH BEND AND ST. JOSEPH COUNTY Phone: 574/235.9371 Fax: 574/235.9021 Email: hpcsbsjc@southbendin.gov STAFF REPORT CONCERNING APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS Date: June 9, 2025 Application Number: 2024-0522 Property Location: 402 West Navarre Street Architectural Style/Date/Architect or Builder: Craftsman Bungalow / c. 1913 / W. W. Schneider Property Owner: Indiana Landmarks Landmark or District Designation: Chapin Park LHD, Ordinance #9575-05 Rating: Outstanding DESCRIPTION OF STRUCTURE/SITE: This is a 2 story rectangular plan Craftsman bungalow house. Walls are of stretcher bond dark brick and shingle siding. The shallowly sloped roof has wide eaves and brackets support- ing the soffit with exposed rafter tails. The windows are 1/1 double hung. DESCRIPTION OF PROPOSED PROJECT: The applicant has requested approval to: 1) Repair of the existing water table, siding, and masonry in kind. The 10’ water table (currently exposed concrete block) to be coated with a new stucco, and existing stucco on rear second story wing also to be repaired in kind. Masonry to be restored with bricks original to the home. The approximate third of siding that is missing from the rear of the house to be replaced with in-kind cedar shingles painted to match. 2) Construct a rear porch approximately 6’ deep by 12’ long (see attached designs), and shift the exiting rear door by three feet to acommodate a more spatious kitchen layout. Structure to be wood with concrete piers faced with masonry brick, hollow core fiberglass columns, and Trex decking. STANDARDS AND GUIDELINES: Porches: Pages 17-18 SITE VISIT REPORT: N/A STAFF RECOMMENDATION: The proposed repairs to the water table, siding, and masonry are sound ave- nues of repair using appropriate materials. The design and footprint of the proposed porch is in keeping with the massing and scale of a rear porch, and Staff feels that the proposed designs are sympathetic to the existing home and neighborhood. Staff is favorable to either design (Proposal Version 1 or Proposal Version 2). Given the infor- mation provided prior to this public hearing, Staff makes a FAVORABLE RECOMMENDATION. Prepared by Kate Himick, Historic Preservation Specialist 2025-0522a HISTORIC PRESERVATION COMMISSION OF SOUTH BEND AND ST. JOSEPH COUNTY Phone: 574/235.9371 Fax: 574/235.9021 Email: hpcsbsjc@southbendin.gov SATELLITE IMAGERY — Imagery from 2024 (not yet updated post-house move). MAP OF THE AREA — Google Maps view of the subject area (not yet updated post-house move). Thursday, May 22, 2025 Application for Certificate of Appropriateness Important Information Regarding this Request REQUIRED DOCUMENTATION AND SITE PLANS The Historic Preservation Commission of South Bend and St. Joseph County cannot process an Application without required documentation. Comprehensive documentation provides a complete understanding of the project. Problems often occur during a project review or during the execution of the project when the property owner, staff or commissioners are unclear as to project specifics. Applications will NOT be processed without required documentation. Photographs may be submitted in digital format or in photographic print. When a project involves blueprints and/or site plans, one (1) set shall be submitted with the Application. Any documentation submitted to this office cannot be returned to the applicant. APPLICATION FEE The application processing fee for any Application for a Certificate Of Appropriateness is $20 Payment must accompany the application at the time of submission. For an electronically submitted application, payment must reach the HPC office within 48 hours following transmission. Payment can be made by credit card by contacting Business License Administrator Michelle Adams at (574) 235-5912; by cash in person in the Department of Community Investment on the 14th floor of the County City Building; or by check made out to City of South Bend. Applications will NOT be processed without the required fee. MEETING ATTENDANCE When an Application has been scheduled for any meeting, the owner, architect or contractor(s) retained for the project shall attend the meeting where their project will be reviewed and a decision rendered. Failure by the owner, architect, or contractor to attend such meetings may result in denial of the Application due to insufficient representation. CERTIFICATE ISSUANCE Certificates of Appropriateness will be filed with the Building Department of South Bend and St. Joseph County. A copy of the Certificate will be emailed directly to the owner and/or contractor(s) listed on the application. INSPECTION AUTHORITY All projects will be inspected during and following execution for compliance with the decision(s) rendered by the Historic Preservation Commission of South Bend and St. Joseph County. Owner acknowledges that while the Historic Preservation Commission only considers Certificates of Appropriateness for exterior features, under certain circumstances it may be necessary for the Commission Staff to have access to the interior of the building in order to accurately assess the condition of the exterior feature and that the lack of access to the interior may prevent the Commission Staff from making a favorable recommendation. Any work performed on a historic landmark or in an historic district which does not conform to the Certificate of Appropriateness certificate shall be immediately halted by the Historic Preservation 1 Property Information Property Address for Proposed Work:402 West Navarre Property City South Bend Property Zip Code 46616 Property Owner Information:Indiana Landmarks Owner Email Owner Address 1201 Central Avenue Indianapolis, Indiana, 46202 Proposed Work and Project Information All projects must comply with applicable building and zoning codes. South Bend Zoning Ordinance St. Joseph County Zoning Ordinance Does your project involve any of the following? (Check all that apply):Roofs Windows, Siding, Doors New Construction, Additions Contractor Information Wallace Historic Restoration Siding, Door, Roof, New Construction William Wallace Contractor Phone Number (574) 256-8446 Contractor Email wallacehistoricrestorations@gmail.com Description of Proposed Work: The proposed work is concentrated on the rear face of the home, it will occur in two phases. The first is in- kind repair of the existing water table, siding, and masonry. The masonry will be restored with salvaged bricks that are original to the home. Approximately one-third of the rear siding is missing; this will be replaced with in-kind cedar shingles painted to match that are on average 5 ½” wide with an exposure of 9 ½". An existing rear door is situated in the center of the existing kitchen layout, to accommodate a more functional spatial kitchen layout the rear door will be shifted by three feet, see drawn elevation depicted in a dashed line for the existing door. The 10' water table (currently exposed concrete block) will be parged with a new stucco. The stucco on the rear 2nd story wing will be repaired in kind as well. The second phase will be the re-construction of a rear porch approximately 6' deep by 12' long. Demolition of an existing rear wing conducted before the relocation uncovered an original rear porch shed roof that was later extended (c. 1945). This along with other evidence on the rear wall indicated a porch existed in generally the same location as the new intended proposal, as can be seen in the attached photograph figure (1). The design is not a one-for-one replacement of the previous addition but is still done in a style that is appropriate to the character of the home. The design utilizes craftsman motifs that occur around the exterior of the home such as exposed rafters, beadboard soffit, and pilaster proportions, see figure (2). The design also pulls on elements featured around the neighborhood, particularly the side porch shed roof on house 605 Portage Ave, South Bend, IN 46616, see figure (3). The construction of the porch will consist of a primary wood structure, that is supported on the front corners with concrete piers that are faced with masonry brick that either has been salvaged from the existing supply or is sourced to closely match. 3 KH, $20.00 IOU from previous extra payment, Indiana Landmarks 4/17/2025 Above the two piers a pair of hollow core fiberglass tapered columns with a (base width of 16", and a top width of 12") will support an (8" x 8" x 12') cedar beam. The floor will be a fir tongue and groove which will be paired with an exposed tongue and groove open rafter ceiling. The roof will be clad in architectural shingles to match the main body of the house. The main house roof is proposed to be refinished in new architectural shingles in a wood tone - specific manufacturer and color to be presented to staff at a later time. Specification of Material via Manufacture Brochure:PDF Turncraft_Poly-Cl….pdf File Upload Site Plans, Aerial Views, and/or Blueprints: One (1) set shall be submitted with the Application. Uploaded documentation must show existing property lines, buildings, structures, and proposed project location(s). Hand Drawn Plans/Elevations are ok Photographs to include: each area affected by project, close up detail of project areas. Windows, Siding, and/or Door projects must include photographs of each window/door/siding affected by the project and detailed close up of condition Applications will not be processed if the required photographs and/or documentation are not included. Any documentation submitted to this office cannot be returned to the applicant. Project Type - List:Roofs, Windows, Siding, Doors, New Construction, Additions Overhead View of Proposed Project Location(s):PDF Poledor House_05222025_Site Plan_9….pdf Site Plan or Aerial View of Proposed Project Location(s):PDF Poledor House_05222025_Site Plan.pdf Elevations (Existing and Proposed New): PDF Poledor House_05222025_Elevations ….pdf Structural Drawings/Architectural Drawings: PDF Poledor House_05222025_Elevations ….pdf Quote/Evaluation(s) by Repair Professional (Optional): PDF Poledor Materials List - Sheet1.pdf 4 Photographs: 160.57 KB 4.49 MB 4.7 MB 4.12 MB 5 3.07 MB Payment Invoice ID # INV-000150 Payment Method Pay in Person 6 Site Plan Scale= 1':50' TRUE NORTH The proposed work is concentrated on the rear face of the home, it will occur in two phases. The first is in-kind repair of the existing water table, siding, and masonry. The masonry will be restored with salvaged bricks that are original to the home. Approximately one-third of the rear siding is missing; this will be replaced with in-kind cedar shingles painted to match that are on average 5 ½” wide with an exposure of 9 ½”. An existing rear door is situated in the center of the existing kitchen layout, to accommodate a more functional spacial kitchen layout the rear door will be shifted by three feet, see drawn elevation depicted in a dashed line for the existing door. The 10' water table (currently exposed concrete block) will be parged with a new stucco. The stucco on the rear 2nd story wing will be repaired in kind as well. The second phase will be the re-construction of a rear porch approximately 6 feet deep by 12 feet long. Demolition of an existing rear wing conducted before the relocation uncovered an original rear porch shed roof that was later extended (c. 1945). This along with other evidence on the rear wall indicated a porch existed in generally the same location as the new intended proposal, as can be seen in the attached photograph figure (1). The design is not a one-for-one replacement of the previous addition but is still done in a style that is appropriate to the character of the home. The design utilizes craftsman motifs that occur around the exterior of the home such as exposed rafters, beadboard soffit, and pilaster proportions, see figure (2). The design also pulls on elements featured around the neighborhood, particularly the side porch shed roof on house 605 Portage Ave, South Bend, IN 46616, see figure (3). The construction of the porch will consist of a primary wood structure, that is supported on the front corners with concrete piers that are faced with masonry brick that either has been salvaged from the existing supply or is sourced to closely match. Above the two piers a pair of hollow core fiberglass tapered columns with a (base width of 16”, and a top width of 10”) will support an (8”x8”x12’) cedar beam. The floor will be a fir tongue and groove which will be paired with an exposed tongue and groove open rafter ceiling. The roof will be clad in architectural shingles to match the main body of the house. The main house roof is proposed to be refinished in new architectural shingles in a wood tone - specific manufacturer and color to be presented to staff at a later time. DESCRIPTION OF PROPOSED WORK PROPOSED PORCH EXTENSION POLEDOR HOUSE : 402 WEST NAVARRE, SOUTH BEND INDIANA, 46616 INDIANA LANDMARKS DRAWN BY. MORGAN PALMER DATE: MAY 22, 2025 4 1/8"2' - 10"5' - 8 1/2"3' - 7 5/8"6' - 3 1/2"2' - 8 1/4"2' - 4 3/8"3' - 4 3/4"9' - 1 1/2"2' - 0 3/8" Partial Plan: Kitchen Scale: 1/4"=1'-0" DN NEW DOOR LOCATION ORIGINAL DOOR LOCATION TO BE INFILLED WITH APPROPRAITE WALL CONSTRUCTION TO MATCH E.C. 8 Rear Elevation: Porch Proposal Version 1 Rear Elevation: Porch Proposal Version 2 SHED ROOF: SLOPE 5:12 ARCHED BEAM TAPERED COLUMNS SHED ROOF: SLOPE 5:12 TRABEATED BEAM TAPERED COLUMNS WD PLINTH, W/RECESSED PANEL Side Elevation: Porch Proposal Version 2 ORIGINAL DOOR LOCATION TO WE INFILLED WITH APPROPRAITE WALL CONSTRUCTION TO MATCH E.C. ORIGINAL DOOR LOCATION TO BE INFILLED WITH APPROPRAITE WALL CONSTRUCTION TO MATCH E.C. 1' - 4" 10"4' - 10 1/4"1' - 4" 10" Scale: 1/4"=1'-0" Scale: 1/4"=1'-0" Scale: 1/4"=1'-0" 13' - 3 7/8" 1' - 8 1/2" CMU PIER FACED WITH MASONRY BRICK TO MATCH EXISTING CMU PIER FACED WITH MASONRY BRICK TO MATCH EXISTING 2 2 Porch Section Detail 13' - 3 5/8"6' - 0"O.C. 1' - 4" PT 2X6 SILL PLATE 1X6 TRIM BAND (2) 2X6 RIM JOIST FOUNDATION PIER BELOW 2X6 JOIST 16" O.C. 2X6 LEDGER 1X6 TREX OR COMPARABLE DECKING Enlarged Porch Framing Plan Scale: 3/4"=1'-0" Scale: 3/4"=1'-0"5' - 2"1' - 4"1"8"8"10"2 1/4"12' - 8"11"1' - 4" 1" 1' - 1 1/2"8 3/4"ENGAGE BALISTER 2/3rds OF COLUMN DIM C.O. NEW DOOR DN 11"11"1"NOSING 4' - 0" Enlarged Porch Plan Scale: 3/4"=1'-0" Enlarged Porch Roof Framing Plan 11' - 10 1/2"CEDAR BEAM (8" X 8" X 12') 7"4 1/4"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0" PORCH DECK BELOW 2X8 LEDGER CEDAR BEAM (6" X 8" X 6') Scale: 3/4"=1'-0" CEDAR BEAM (8" X 8" X 12') 3/4" PLYWOOD SHEATHING 2X8 LEDGER CEDAR BEAM (8" X 8" X 8') WRB ASPHALT SHINGLES METAL FLASHING BEAD BOARD SOFFIT 1X6 TREX OR COMPORABLE DECKING 1X6 FASCIA SQUARE TAPERED COLUMN, BASE WIDTH 16", TOP WIDTH 10", HEIGHT 8' 11 1/4"5' - 2"TAPERED COLUMN BELOW 2X6 RAFTER 12 O.C.6' - 0"1/2" 1' - 8 1/2"1' - 8 1/2"FOUNDATION PIER BELOW B Enlarged Porch Pier Detail Scale: 3/4"=1'-0" FOOTING CMU PIER POLEDOR HOUSE : 402 WEST NAVARRE, SOUTH BEND INDIANA, 46616 INDIANA LANDMARKS DRAWN BY. MORGAN PALMER DATE: MAY 22, 2025 9 8 7 3 4 5 2 1 B Poledor House Materials List / Retail Price Estimate Quantity Material Cost Approximate Material Cost Link 1 2x8x12 $17.18 $17.18 https://www.lowes.com/pd/Severe-Weather-Common-2- in-x-8-in-x-12-ft-Actual-1-5-in-x-7-25-in-x-12-ft-2- Prime/4564758?idProductFound=false&idExtracted=false 3 Purlins 2x4x12 $6.44 $19.32 https://www.lowes.com/pd/Top-Choice-2-in-x-4-in-x-12-ft- Spruce-Pine-Fir-Lumber-Common-1-5-in-x-3-5-in-x-12-ft- Actual/1001041436 2 Trex 1x7 Fascia $81.74 $163.48 https://www.lowes.com/pd/Trex-Select-12-ft-Saddle- Composite-Fascia-Deck-Board/1000709242 2 8x8x12 cedar beam $387.14 $774.28 https://www.menards.com/main/building- materials/lumber-boards/timbers-logs/8-x-8-red-cedar- timber-rough-sawn/p-1444422048444.htm?tpt=5_en 13 2X6 Rafters $6.52 $84.76 https://www.lowes.com/pd/2-in-x-6-in-x-8-ft-Spruce-Pine- Fir-Lumber-Common-1-5-in-x-5-5-in-x-8-ft- Actual/1000527069 13 1X6 Trex Decking $24.00 $312.00 https://www.lowes.com/pd/Trex-Enhance-Basics-12-ft- Clam-Shell-Grooved-Composite-Deck- Board/1000763512 1 2x6x12 Ledger $10.08 $10.08 https://www.lowes.com/pd/2-in-x-6-in-x-12-ft-Spruce- Pine-Fir-Lumber-Common-2-in-x-6-in-x-12-ft- Actual/1000525922 4 2x6x12 Rim Joist $10.08 $40.32 https://www.lowes.com/pd/2-in-x-6-in-x-12-ft-Spruce- Pine-Fir-Lumber-Common-2-in-x-6-in-x-12-ft- Actual/1000525923 10 2x6x8 Joist(s)$6.52 $65.20 https://www.lowes.com/pd/2-in-x-6-in-x-8-ft-Spruce-Pine- Fir-Lumber-Common-1-5-in-x-5-5-in-x-8-ft- Actual/1000527069 2 2x6x12 PT Sill Plate $13.18 $26.36 https://www.lowes.com/pd/Severe-Weather-Common-2- in-x-6-in-x-12-ft-Actual-1-5-in-x-5-5-in-x-12-ft-2-Prime- Treated-Lumber/4564620 6 8x8x16 CMU Block $1.98 $11.88 https://www.lowes.com/pd/Common-8-in-x-8-in-x-16-in- Actual-7-625-in-x-7-625-in-x-15-625-in-Standard-Cored- Concrete-Block/3608978 6 4x8x16 Concrete Block $2.20 $13.20 https://www.lowes.com/pd/Cap-Concrete-Block-Common- 4-in-x-8-in-x-16-in-Actual-3-625-in-x-7-625-in-x-15-625- in/3608974 110 Concrete for the Footers $5.38 $591.80 https://www.lowes.com/pd/Sakrete-High-Strength-80- Pound-s-High-strength-Concrete-mix/5016089305 3 Architectural Roof Shingles Brown $69.09 $207.27 https://www.lowes.com/pd/Owens-Corning-TruDefinition- Duration-AR-FLEX-Brownwood-Algae-Resistant- Laminated-Shingle/5014211113 1 Roof Underlayment WRB $98.98 $98.98 https://www.lowes.com/pd/Owens-Corning-ProArmor-42- in-x-286-ft-1000-sq-ft-Synthetic-Roof- Underlayment/999919282 1 House Wrap $69.00 $69.00 https://www.lowes.com/pd/Lowe-s-3-ft-x-100-ft-TYVEK- House-Wrap/5013505267 9 Cedar Shakes 24" minimum $148.09 $1,332.81 https://www.menards.com/main/building- materials/roofing/specialty-roofing/1-grade-24-medium- western-red-cedar-shakes-20-sq-ft/1071055/p- 1444425380357-c-5819.htm?exp=false 2 TurnCraft Poly- Classic Craftsman Columns Square Tapered Columns, BD=16", Height= 8', TD=12"$645.50 $1,291.00 See inbox product folder 1 2.25"x192" Red Oak Handrail $118.98 $118.98 https://www.lowes.com/pd/2-25-in-x-16-ft-Unfinished- Red-Oak-Wood-Handrail/1000514281 2 balusters 4x4x42 (Red Oak)$300.00 $600.00 See inbox product folder 32 2x2x42" Railing Spindle (Cedar)$4.38 $140.16 https://www.lowes.com/pd/Common-2-in-x-2-in-x-42-in- Actual-1-5-in-x-1-5-in-x-42-in-Natural-Cedar-Cedar-Deck- Baluster/3185219 Total Cost $5,988.06 Total Cost With 10% Cost Escalation $6,586.87 Trex Trex Wood Wood Wood Wood Wood Wood Wood Wood Concrete block Concreteblock Concrete Architecturalshingles Synthetic underlayment TYVEK housewrap Red cedarshakes Wood Wood COLUMN Type:Poly-Classic® Craftsman Columns Style:Tapered Square Shaft Nominal Bottom Diameter:16" Total Height:8' Outer/Inner Diameters: Bottom Net Outer:15-5/8" Bottom Net Inner:14-3/8" Top Net Outer:11-5/8" Top Net Inner:10-3/8" PLAN: CAP: Style:Standard Abacus Width (A):15-5/8" Capital Height (B):2-1/8" BASE: Style:Standard Plinth Width (A):19-5/8" Plinth Height (B): 1" Total Height (C):2-1/4" This drawing illustrates the style of column you have selected, but may not represent the actual scale/size/proportions you’ve chosen. 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