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HomeMy WebLinkAbout3. 1133 E Wayne_COA 2019-0603A_PACKETSTAFF REPORT CONCERNING APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS Date: June 5, 2019 Application Number: 2019-0603A Property Location: 1133 East Wayne Street Architectural Style/Date/Architect or Builder: Colonial Revival/1938/Toepp House Property Owner: Jim Nowicki Landmark or District Designation: East Wayne Street, Ordinance #7796-87 Rating: Contributing DESCRIPTION OF STRUCTURE/ SITE: Two story house with rectangular plan. Roof is side gable with returns and asbestos shingles (although survey card lists asphalt). Windows are primarily original wood 8/8 double hung at first floor, 6/6 at second floor, with ornamental louvered shutters. There is a central arched entry with fluted pilasters. Façade is painted brick. ALTERATIONS: RME 2011-0921A removed one dead/dying Green Ash in tree lawn per Permit #197 requiring replacement tree. APPLICATION ITEMS: “Replacement of the asbestos tile roof and galvanized gutters with the Classic Products Oxford metal shingle and new galvanized gutters” DESCRIPTION OF PROPOSED PROJECT: Contractor has applied to install new Oxford metal shingle over existing asbestos tile roof, and to install new galvanized half round gutters. While the 81-year-old roof has been maintained over the years, Slatile Roofing and Sheet Metal Co., Inc. and Preservation Inspector have concluded that the asbestos shingle roof is failing and may be considered beyond repair at this point, please see respective letters for details. Slatile has proposed to install a metal shingle style roof system that would allow for the asbestos to remain installed on the house. Per the contractor, the main reason for not removing the asbestos is to eliminate the hazard of asbestos particles becoming airborne during demolition and the possibility of becoming a health hazard to the neighborhood. Another reason is the cost of the removal and special considerations needed in disposal, both of which result in a higher cost. Staff advocates for removal of asbestos prior to installing a new roof product to eliminate a potentially hazardous material from existing on the house and to remedy any moisture concerns related to the vegetation growing in or behind the asbestos tile. Regarding the proposed metal roof, this particular product is not commonly found in historic districts but would simulate a tile scale, texture, and pattern. The proposed gutters are in – kind. PRESERVATION INSPECTOR REPORT: On June 6, 2019 I met with Wendell Simmons from Slatile and Preservation Specialist Adam Toering at the property located at 1133 E Wayne N part of the East Wayne Local Historic District. The owner has applied (through the contractor) to cover the existing asbestos shingles with a substrate membrane then finish with aluminum asbestos looking aluminum roof tiles. The step flashing at the chimneys will have to replaced with a taller version, and the distinctive half-round gutters will also have to be removed and rehung. There are missing or broken tiles in several locations. The owners and contractors have been using up a stockpile of matching tiles, but now that supply has been depleted. Patches of moss are everywhere on all sides of the roof. This would suggest that the existing underlayment under the asbestos tiles has failed so far as to allow moisture to pool. Not to mention the extra weight. The moss will need to be removed and the areas washed to prevent regrowth. In a previous application for 1105 E Wayne where asbestos tiles were present, the roofing had been removed, properly disposed of, and a new underlayment and roof material then installed. I am aware that there are additional costs, but the removal of the asbestos tiles is the only permanent solution. The new underlayment is to be installed with screws and washers through the existing asbestos tiles and underlayment. I would question leaving failed material in place rather than removing it. Steve Szaday Preservation Inspector STANDARDS AND GUIDELINES: EAST WAYNE STREET II. EXISTING STRUCTURES B. ROOFS AND ROOFING Roof shapes in the district encompass most of the various designs found in residential structures. Roofs are covered with a variety of materials such as asphalt, asbestos, wood, and slate shingles, as well as clay tiles. Residences in most cases have wood fascias with gutters and downspouts. The facias of some vinyl or metal sided houses are covered with the same material. Required The existing shape and materials of the roof shall be retained. All architectural features which give the roof its essential character shall be retained, including dormer windows, cupolas, cornices, brackets, chimneys, cresting and weather vanes. Recommended Whenever possible, the original shape and materials of the roof shall be restored. Particular effort should be made to retain materials such as slate, tile, and other unique materials not commonly found in new construction. Roof covering which is deteriorated beyond repair should be replaced with new material that matches as closely as possible the original in composition, size, shape, color and texture. Gutters and downspouts are often a necessary adjunct in order to prevent deterioration of the structure; they should be maintained whenever possible or replaced with a style comparable and suitable to the architectural period. Prohibited Nothing shall be done to change the essential character of the roof as viewed from the thoroughfare by adding architectural features or large unsightly fixtures, or by using materials inappropriate to the style of the house. The roof shall not be stripped of architectural features important to its character. Not Recommended Overhanging eaves, soffits, brackets and gables should not be covered or enclosed when adding metal or vinyl siding to a building. STAFF RECOMMENDATION: Staff does not recommend installing a new roof over the asbestos and would advocate for removal first. If all architectural features which give the roof its essential character can be retained, Staff recommends the metal shingle. Staff recommends new galvanized half round gutters. Report compiled by Elicia Feasel, 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 LOCATION MAP - Map showing location of the property and surrounding area (Google Maps) AERIEL MAP - highlighted property on map Sanborn 1960 MACOG 2019 HISTORIC PRESERVATION COMMISSION OF SOUTH BEND AND ST. JOSEPH COUNTY Phone: 574/235.9371 Fax: 574/235.9021 Email: hpcsbsjc@southbendin.gov FRONT PICTURE (SOUTH) - Picture of the front of the building, June 2019. REAR PICTURE (NORTH) - Picture of the rear of the building, June 2019. HISTORIC PRESERVATION COMMISSION OF SOUTH BEND AND ST. JOSEPH COUNTY Phone: 574/235.9371 Fax: 574/235.9021 Email: hpcsbsjc@southbendin.gov SIDE PICTURE (WEST) - Picture of the side of the building, June 2019. SIDE PICTURE (WEST) - Picture of the side of the building, June 2019. HISTORIC PRESERVATION COMMISSION OF SOUTH BEND AND ST. JOSEPH COUNTY Phone: 574/235.9371 Fax: 574/235.9021 Email: hpcsbsjc@southbendin.gov HALF ROUND GALVANIZED GUTTER - Pictures of new gutter elements. Half round gutter, half round miters, round corrugated downspout, round smooth downspout, bracket strap, bracket Established 1924 ROOFING – MASONRY RESTORATION – SHEET METAL Historic Preservation Administrator June 12, 2019 Department of Community Investment Phone: (574) 235-7672 227 W. Jefferson Blvd. Attn.: Elicia Feasel South Bend, IN 46601 Email: efeasel@southbendin.gov Project: Jim Nowicki 1133 E. Wayne St. North South Bend, IN 46615 RE: Current Condition Report Ms. Feasel, Per your request I am providing a current condition report for the project above. I will attach photos of the roof elevations also. The current roof is an asbestos tile system. According to the owner, this is the original roof from when the house was built in 1938. Our company has been doing various repairs for the last 5+ years for missing or broken tile, miscellaneous flashings and such. At this time it is becoming more difficult to obtain replacement tile for these repairs. After inspection of the roof I found that there are currently 1- 2 broken or missing tile but because of the pitch of the roof I am unable to see all of the north elevations. Mr. Nowicki informed me that he had found additional tile pieces in his yard so I am assuming there are more on that north side. We were contacted about the possibility of replacing the asbestos system with a new roofing system. After discussion with Jim we discussed the possibility of installing a metal shingle style roof system in lieu of the standard architectural shingles that have become common in this area. The reasoning behind this is to offer a system that would not mean a total tear off of the asbestos. With a tear off of asbestos there are special precautions that need to be taken before and during the process. Although this type of asbestos is non-friable we would still have to notify all neighboring houses, take special care in the demolition to not break the tile if possible and to notify the refuse company we use so they could provide a lined dumpster and individual bags to contain the tile. All of this makes the labor and material costs go up and with the metal we can offer a system that will out preform the standard asphalt shingles and give an aesthetic look that fits the neighborhood at a cost not much more than installation of the shingles. We would basically encapsulate the asbestos by installing a synthetic underlayment over them. All existing flashings will be removed and replaced with new. The metal system we are trying to get approved is the Oxford style manufactured by Classic Products out of Piqua, Ohio. The panels are aluminum so all trim and flashing pieces will be also. At the VTR (vent through roof) bathroom pipes we will be using lead flashing, just as the original has. New reglets will be cut into the mortar joints to receive the new counter flashings. As with the original, we will stair step the counter flashings to mirror what is existing. We are asking that the board approve this variance for the Oxford system. Please feel free to contact me if you have any further questions or concerns. Sincerely, Wendell Simmons Project Estimator Premium Report 5/29/2019 1133 E Wayne St N, South Bend, IN 46615 Report: 28619698 © 2008-2019 Eagle View Technologies, Inc. and Pictometry International Corp. – All Rights Reserved – Protected by European Patent Application No. 10162199.3 – Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending. Measurements provided by www.eagleview.com www.eagleview.com/Guarantee.aspx In this 3D model, facets appear as semi-transparent to reveal overhangs. PREPARED FOR Contact:Michael Albert Company:Slatile Roofing and Sheet Metal Co., Inc. Address:1703 S Ironwood Dr SOUTH BEND, IN 46613 Phone:574-233-7485 TABLE OF CONTENTS Images .....................................................................1 Length Diagram.........................................................4 Pitch Diagram............................................................5 Area Diagram ............................................................6 Notes Diagram...........................................................7 Report Summary........................................................8 Total Roof Area =2,036 sq ft Total Roof Facets =9 Predominant Pitch =9/12 Number of Stories >1 Total Ridges/Hips =79 ft Total Valleys =38 ft Total Rakes =146 ft Total Eaves =114 ft MEASUREMENTS Premium Report 5/29/2019 1133 E Wayne St N, South Bend, IN 46615 Report: 28619698 IMAGES © 2008-2019 Eagle View Technologies, Inc. and Pictometry International Corp. – All Rights Reserved – Protected by European Patent Application No. 10162199.3 – Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending. PAGE 1 The following aerial images show different angles of this structure for your reference. Top View Premium Report 5/29/2019 1133 E Wayne St N, South Bend, IN 46615 Report: 28619698 IMAGES © 2008-2019 Eagle View Technologies, Inc. and Pictometry International Corp. – All Rights Reserved – Protected by European Patent Application No. 10162199.3 – Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending. PAGE 2 North Side South Side Premium Report 5/29/2019 1133 E Wayne St N, South Bend, IN 46615 Report: 28619698 IMAGES © 2008-2019 Eagle View Technologies, Inc. and Pictometry International Corp. – All Rights Reserved – Protected by European Patent Application No. 10162199.3 – Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending. PAGE 3 East Side West Side Premium Report 5/29/2019 1133 E Wayne St N, South Bend, IN 46615 Report: 28619698 LENGTH DIAGRAM © 2008-2019 Eagle View Technologies, Inc. and Pictometry International Corp. – All Rights Reserved – Protected by European Patent Application No. 10162199.3 – Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending. PAGE 4 Note: This diagram contains segment lengths (rounded to the nearest whole number) over 5.0 Feet. In some cases, segment labels have been removed for readability. Plus signs preface some numbers to avoid confusion when rotated (e.g. +6 and +9). Total Line Lengths: Ridges = 73 ft Hips = 6 ft Valleys = 38 ft Rakes = 146 ft Eaves = 114 ft Flashing = 7 ft Step flashing = 23 ft Parapets = 0 ft 3618 183617 18 181913 1515 151522 2215 815 22S N W E 2019 Eagle View Technologies, Inc., All Rights Reserved. Premium Report 5/29/2019 1133 E Wayne St N, South Bend, IN 46615 Report: 28619698 PITCH DIAGRAM © 2008-2019 Eagle View Technologies, Inc. and Pictometry International Corp. – All Rights Reserved – Protected by European Patent Application No. 10162199.3 – Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending. PAGE 5 Note: This diagram contains labeled pitches for facet areas larger than 20.0 square feet. In some cases, pitch labels have been removed for readability. Blue shading indicates a pitch of 3/12 and greater. Pitch values are shown in inches per foot, and arrows indicate slope direction. The predominant pitch on this roof is 9/12 +9   +9 +9  +9  +9+9 +9 +9  +9 S N W E 2019 Eagle View Technologies, Inc., All Rights Reserved. Premium Report 5/29/2019 1133 E Wayne St N, South Bend, IN 46615 Report: 28619698 AREA DIAGRAM © 2008-2019 Eagle View Technologies, Inc. and Pictometry International Corp. – All Rights Reserved – Protected by European Patent Application No. 10162199.3 – Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending. PAGE 6 Note: This diagram shows the square feet of each roof facet (rounded to the nearest Foot). The total area in square feet, at the top of this page, is based on the non-rounded values of each roof facet (rounded to the nearest square foot after being totaled). Total Area = 2,036 sq ft, with 9 facets. 640 455 321 136 137 4 4 18 321 S N W E 2019 Eagle View Technologies, Inc., All Rights Reserved. Premium Report 5/29/2019 1133 E Wayne St N, South Bend, IN 46615 Report: 28619698 NOTES DIAGRAM © 2008-2019 Eagle View Technologies, Inc. and Pictometry International Corp. – All Rights Reserved – Protected by European Patent Application No. 10162199.3 – Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending. PAGE 7 Roof facets are labeled from smallest to largest (A to Z) for easy reference. I H F D E A B C G S N W E 2019 Eagle View Technologies, Inc., All Rights Reserved. Premium Report 5/29/2019 1133 E Wayne St N, South Bend, IN 46615 Report: REPORT SUMMARY © 2008-2019 Eagle View Technologies, Inc. and Pictometry International Corp. – All Rights Reserved – Protected by European Patent Application No. 10162199.3 – Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending. PAGE 8 * Rakes are defined as roof edges that are sloped (not level). ** Eaves are defined as roof edges that are not sloped and level. Areas per Pitch Roof Pitches Area (sq ft) % of Roof 9/12 2036.4 100% The table above lists each pitch on this roof and the total area and percent (both rounded) of the roof with that pitch. Waste Calculation Table Waste %0%10%12%15%17%20%22% Area (sq ft)2,036 2,240 2,280 2,341 2,382 2,443 2,484 Squares 20.4 22.4 22.8 23.4 23.8 24.4 24.8 This table shows the total roof area and squares (rounded up to the nearest decimal) based upon different waste percentages. The waste factor is subject to the complexity of the roof, individual roofing techniques and your experience. Please consider this when calculating appropriate waste percentages. Note that only roof area is included in these waste calculations. Additional materials needed for ridge, hip, valley, and starter lengths are not included. Total Roof Facets = 9 Lengths, Areas and Pitches Ridges = 73 ft (3 Ridges) Hips = 6 ft (2 Hips). Valleys = 38 ft (2 Valleys) Rakes* = 146 ft (10 Rakes)Eaves/Starter** = 114 ft (9 Eaves) Drip Edge (Eaves + Rakes) = 260 ft (19 Lengths) Parapet Walls = 0 (0 Lengths). Flashing = 7 ft (1 Lengths) Step flashing = 23 ft (3 Lengths) Total Area = 2,036 sq ft Predominant Pitch = 9/12 Property Location Longitude = -86.2334186 Latitude = 41.6743514 Notes This was ordered as a residential property. There were no changes to the structure in the past four years. Online Maps Online map of property http://maps.google.com/maps?f=g&source=s_q&hl=en&geocode=&q=1133+E+Wayne+St+N,South+Bend,IN,46615 Directions from Slatile Roofing and Sheet Metal Co., Inc. to this property http://maps.google.com/maps?f=d&source=s_d&saddr=1703+S+Ironwood+Dr,SOUTH+BEND,IN,46613&daddr=1133+E+Wayne+St+ N,South+Bend,IN,46615 SN W E 2019 Eagle View Technologies, Inc., All Rights Reserved. WHAT DOES MCA CERTIFICATION MEAN? 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