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HomeMy WebLinkAbout25-A063 9 Forewind Road Withdrawn9�' TOWN OF YARMOUTH rx 1146 ROUTE 28, SOUTH YARMOUTH, MA 02664�451 836 Telephone (508) 398-2231 Ext. 1292--Fax (508) 398-0 MAY 0 5 7025 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE Old King's Highway APPLICATION FOR Historic District CERTIFICATE OF APPROPRIATENESS Application is hereby made for issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts of 1973 as amended, for proposed work as described below & on plans, drawings, photographs, & other supplemental info accompanying this application. PLEASE SUBMIT a copies OF SPEC SHEET(S), ELEVATIONS, PHOTOS, & SUPPLEMENTAL INFORMATION. Check All Categories That Apply: Indicate type of Building: Commercial _x Residential 1) Exterior Building Construction: New Building Shed x Solar Panels Other: Addition Alterations Reroof Garage 2) Exterior Painting: Siding Shutters Doors _Trim Other: 3) Signs/Billboards: New Sign Change to Existing Sign 4) Miscellaneous Structures: Fence Wall Flagpole Pool Other: Please type or print legibly: Address of proposed work: _9 Forewind Rd. Yarmouth Port MA 02675 Map/Lot # 1 !1o) 59 Owner(s): _Lorraine Kelly Phone #:_(781)724 6995 All applications must be submitted by owner or accompanied by letter from owner approving submittal of application. Mailing address: _same as above Year built: i I? Email: _oceanroverl4@comcast.net Preferred notification method: Phone Email Agent/contractor: _Ecogen Services LLC Phone #: (508) 432 6436 Mailing Address: _PO Box 71 Uxbridge MA 01569 Email _cs@ecogenservices.com Preferred notification method, Phone _x Email Description of Proposed Work: Installation of 16 Solar modules to roof Signed (Owner or agent): Dan MaSoroft Date: 051021202E Ownerlcontractorlagent is aware that a permit is required from the Building Department. (Check other departments, also.) If application is approved, approval is subject to a 10-day appeal period required by the Act. This certificate is good for one year from approval date or upon date of expiration of Building Permit, whichever date shall be later D All new construction will be subject to inspection by OKH. OKH-approved plans MUST be available on -site for framing & final inspections. For committee use only: Rcvd Date: Amount CashlCK#: Nq Rcvd by: 45 Days: Date Signed: Approved Approved with Modifications Denied Reason for Denial: Signed: _�1��-� kl ) t tri+C — � M � APPLICATION #: 2 5— A 063 TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE 1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 02664-4451 Telephone (508) 398-2231 Ext.1292 Fax (508) 398-0836 STATEMENT OF UNDERSTANDING CHANGES TO AN OLD KING'S HIGHWAY APPROVED PLAN As property owner/contractor/agent for construction at 1 f-zrewi nd VI-2J— . , Map/Lot J Hv 54 CIA # Approval Date: I certify that I understand the following requirements regarding any changes that may be required for this project: In accordance with paragraph 2(a) of section 1.03(General Procedures) of the OKH 972 CMR Rules and Regulations: Only minor changes may be approved by the Committee without the filing of a new application and a new hearing. Minor changes include alterations that can be done without a detrimental impact on the overall appearance of the project such as altering a single window or door change or a minor change of colors. All minor changes by amendment will require the local Committee's or its designee's approval. All changes to previously OKH approved plans require notification to and approval from the local OKH Committee. Change requests must be submitted to the Committee in writing on the appropriate request form, which may be obtained from the OKH office. All change approvals must be obtained before incorporating the change into the project. If the change has been implemented prior to receipt of OKH approval, a Minor Change approval or Certificate of Appropriateness application for the revised plans is still required and will result in a doubled filing fee for the appropriate category of work. Failure to comply with the above statements will result in the Building Department issuing a stop -work order or delaying the issuance of an Occupancy Permit or final inspection approval. I have read and understand the above statements. Date: Signed: Signed: Updated M112024 (Owner/Contractor/Agent) (Chairman, Old King's Highway Committee) TOWN OF YARMOUTH 1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 02664-4451 Telephone (508) 398-2231 Ext. 1292 Fax (508) 398-0836 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMIT ay q,, Application #: 45-DAY TIMEFRAME WAIVER 2 5 - A 0 6 3 `' I Project Address: 9 Forewind Rd. Yarmouth Port MA 02675 Application Received Date: 5l -1 a? 45 Day Decision Deadline: j� 7 N 5 MAY 0 5 2025 Old King's Highway Historic District IMIe, the undersigned owner, contractor, or agent, do hereby waive the 45-day timeframe for a determination on our application for a Certificate of Appropriateness/Demolition/Exemption by the Old King's Highway Historic District Committee for the following project: Installation of 16 Solar modules to roof Date: 05/02/2025 Signed: Owner Owner Dan Masoroft Contractor/Agent 25-A063 TOWN OF YARMOUTH offima OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE MAY 0 5 2025 Old King's Highway Historic District Applicant's (Owner) Name: Lp;ji1Qk� J Property Address/Location: q � Wih ABUTTERS' LIST Hearing Date: Notices must be sent to the applicant and abutters (including owners of land on any public or private street or way) whose property directly abuts or is across the street from the applicant. The OKH Office will send out notices using the addresses as they appear on the most recent applicable tax list. Note: Instructions for obtaining the abutters Map and Lot numbers can be found on the Old King's Highway Department page on the Town website: www.varmouth.ma.us Map Number Lot Number Applicant Information Abutter Information: jyo , r f (a-7'II �LJO LID �I1073 1Z Iq C) JOB? Application #: 2 5A 0 6 3 8 N18 3 1401 551 1 1 GLENNY BRIAN S MERRITT-GLENNY SUSAN 178 CENTER ST YARMOUTH PORT, MA 02675 1401 531 ! 1 NOYES ROBERT F NOYES SHIRLEY M 610 FOX ST LONGBOAT KEY, FL 34228 1401 541 1 1 KELLY LORRAINE F TR KELLY WILLIAM F III TR 9 FOREWIND RD YARMOUTH PORT, MA 02675 141/ 24l 1 ! MAGUIRE JEANNINE C TRS MAGUIRE THOMAS J JR TRS 14 FOREWIND RD YARMOUTH PORT, MA 02675 1411 281 l 1 ALBERICO DAVID ANNIBALE MICHAEL J JR 15 FOREWIND RD YARMOUTH PORT, MA 02675 1401 561 1 1 STONEJONESLLC 80 HILLSDALE ST DORCHESTER, MA 02124 1411 141 1 1 DEMACEDO SCOTT E 17 MATTIS DR YARMOUTH PORT, MA 02675-1326 Please use this signature to certify this list of properties directly abutting and across the street from the parcel located at: 9 Forewind Rd., Yarmouth Port, MA 02673 Assessors, Map,140, Lot 54 Andy Ma& iado, Director of Assessing May 8, 2025 MAY 0 9 2025 Old King's Highway Historic District a5-- Avk,j O6+ Ui s°n' ao .4 ObO� -4 Tip qr f� N ON ri rl 3:)Vld p7b M�ON1 co 9 N Ln � N N 4r Z 40 N� i ,4 M tV,*l qr 4 00 ,-a No r 133aS 2131N3J N M rl A r q V e i9 C n' m �� a 4 in� C 4 W O NN fV qq c l94) l! r Ln day 5 r •C �i n ,jWi I1 MAY D 5 2025 Old King's Highway Historic District tn N N �[1 Y. L AS-A063 Shade Report - Lorraine Kelly GsLnrrDesigner Organization Shannon Stepp Solerro Address Coordinates Date 9 Forewind Rd, Yarmouth Port, MA 41.7156128,-70.22990349999999 Mar 18, 2025 02675,USA Annual irradiance k � Summary Array ID Panel count ] 10 6 44 Azimuth Pitch Annual TOF Annual solar access 190' 24 981� 89% 191, 25, 98% 71% Weighted average by panel count: 82.3% Monthly solar access % across arrays Array ID Ian Feh Mar Apr May 64 87 94 94 95 } 41 67 75 76 78 @99)m MAY 0 5 2025 Old King's Highway Historic District 0 kWH/m2/year 350 700 1,050 1,400 1,750 2,100 2,450+ Annual TSRF 887, 70% 8131 Jun RA Aug Sep Oct Nov Dec 95 96 95 94 94 71 56 77 70 77 77 75 53 32 2 5 - A 0 6 3 powered by Page 1 of 3 aurora 9 Shade Report - Lorraine Kelly Customer Designer Shannon Stepp Organization Solerro MAY 0 5 2025 Address Coordinates Date 9 Forewind Rd, Yarmouth Port, MA 41.7156128,-70.22990349999999 Mar 18, 2025 Old King's Highway 02675, USA Historic District Street view with corresponding 3D model I, Shannon Stepp, certify that I have generated this shading report to the best of my abilities, and I believe its contents to be accurate. 2 5 - A 0 6 3 powered by Page 3 of 3 aurora "LING CONSULTING Scott E. Wyssling Coleman D. Larsen, SE, PE Gregory T. Elvestad, PE March 21, 2025 TEAM SUNSHINE CONSTRUCTION LLC 24 Spice Street, Suite 205, Charlestown, MA Re: Engineering Services Kelly Residence 76 North Meadowbrook Drive Alpine, UT 84004 office (201) 874-3483 swyssling@wysslingconsulting.com MAY 0 5 2025 Old King's Highway Historic District 9 Forewind Road, Yarmouth Port, MA 6.800 kW System To Whom It May Concern - We have received information regarding solar panel installation on the roof of the above referenced structure. Our evaluation of the structure is to verify the existing capacity of the roof system and its ability to support the additional loads imposed by the proposed solar system. A. Site Assessment Information 1. Site visit documentation identifying attic information including size and spacing of framing for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information will be utilized for approval and construction of the proposed system. B. Description of Structure: Roof Framing: 2x6 dimensional lumber at 16" on center. Roof Material: Composite Asphalt Shingles Roof Slopes: 23 degrees Attic Access: Accessible Foundation: Permanent C. Loading Criteria Used • Dead Load Existing Roofing and framing = 7 psf New Solar Panels and Racking = 3 psf c TOTAL = 10 PSF • Live Load = 20 psf (reducible) — 0 psf at locations of solar panels • Ground Snow Load = 30 psf • Wind Load based on ASCE 7-10 r: Ultimate Wind Speed = 140 mph (based on Risk Category II) r Exposure Category C Analysis performed of the existing roof structure utilizing the above loading criteria is in accordance with the MA State building code 10"' Ed (2021 IBC). This analysis indicates that the existing framing will support the additional panel loading without damage, if installed correctly. a5-A063 Page 2 of 2 D. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent SnapNrack installation manual. If during solar panel installation, the roof framing members appear unstable or deflect non - uniformly, our office should be notified before proceeding with the installation. 2. The maximum allowable withdrawal force for a 51,6" lag screw is 229 Ibs per inch of penetration as identified in the National Design Standards (NDS) of timber construction specifications. Based on a minimum penetration depth of 2'/z", the allowable capacity per connection is greater than the design withdrawal force (demand). Considering the variable factors for the existing roof framing and installation tolerances, the connection using one 5116" diameter lag screw with a minimum of 2%" embedment will be adequate and will include a sufficient factor of safety. 3. Considering the wind speed, roof slopes, size and spacing of framing members, and condition of the roof, the panel supports shall be placed no greater than 48" on center. Based on the above evaluation, this office certifies that with the racking and mounting specified, the existing roof system will adequately support the additional loading imposed by the solar system. This evaluation is in conformance with the MA State building code 90th Ed (2021 IBC), current industry standards and practice, and is based on information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. At-r uly yours, Scott E. 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