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HomeMy WebLinkAbout25-A059 9 Forewind Road WithdrawnTOWN OF YARMOUTH n a 1146 ROUTE 28, SOUTH YARMOUTH, MA 02664-4451 tD Telephone (508) 398-2231 Ext. 1292-Fax (508) 398-0836 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITS 2025 APPLICATION FOR Old King's Highway CERTIFICATE OF APPROPRIATENESS Historic District 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 4 COPieS OF SPEC SHEET(S), ELEVATIONS, PHOTOS, & SUPPLEMENTAL INFORMATION. Check All Categories That Apply: indicate type of Building: Commercial A— Residential 1) Exterior Building Construction: New Building Shed X Solar Panels Other: Addition _Alterations Reroof Garage 2) Exterior Painting: Siding Shutters Doors Trim 3) Signs/Billboards: New Sign Change to Existing Sign 4) Miscellaneous Structures: Fence Wall Flagpole Please type or print legibly: Other: Pool Other: Address of proposed work: YARMOUTH pOgT. M6 02675 Map/Lot # yu 1 Owner(s): LORRAINE KELLY Phone #: 7817246995 All applications must be submitted by owner or accompanied by letter from owner approving submittal of application. Mailing address: 9 FOREWIND ROAD, YARMOUTH PORT, MA 02675 Year built: 103 Email: oceanroverl4@comcast.net Preferred notification method: X Phone ^ Email Agent/contractor: Benjamin Carroll/Team Sunshine Construction LLC Phone #: 6178121566 Mailing Address: 577 Main St, Suite, Hudson MA 01749 Email: permits@teamsunshine.solar Preferred notification method: Phone Description of Proposed Work: --� Email 6.800 kW, Rooftop Mounted, Solar PV System (16 panels) No Battery Signed (Owner or agent): Ax iI& (AWA Date: 4/18/2025 ➢ Owner/contractorlagent is aware that a permit is required from the Building Department. (Check other departments, also.) ➢ If application is approved, approval is subject to a 1I}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. ➢ All new construction will be subject to inspection by OKH. OKH-approved plans MUST be available on -site for framing & final inspections. Rcvd Date: y jam Amount 40. W CashICK #: _ Rcvd by: �, s 45 Days: (//O (/L ttr� Date Signed: Approved Reason for Denial: Approved with Modifications Denied Signed:v64�H -(,) i hA5-- 25-A059 APPLICATION #: Sherman, Lisa From: Team Sunshine <permits@teamsunshine.solar> Sent: Tuesday, April 29, 2025 12:17 PM To: Sherman, Lisa Subject: Re: 9 Forewind Road OKH Application Attention!: This email originates outside of the organization. Do not open attachments or click links unless you are sure this email is from a known sender and you know the content is safe. Call the sender to verify if unsure. Otherwise delete this email. Hello, I am emailing you to let you know that the project forth is address is being cancelled. Please do not move forward with the applications. Thank you! Permits Department 641 7--2 9-3= Ext:120 617--580-8649 Ext:136 Permits @teamsun__sh ne.-S2llar wv wAnmsunshine.solar 24 Spice st, Boston MA 02129 On Thu, Apr 24, 2025 at 8:39 PM Sherman, Lisa <Shgrman -armouth.ma.u-s> wrote: Thanks! From: Team Sunshine <permits@teamsunshine.solar> Sent: Thursday, April 24, 2025 12:47 PM To: Sherman, Lisa <LSherman@varmouth.ma.us> Subject: Re: 9 Forewind Road OKH Application Attention!: This email originates outside of the organization. Do not open attachments or click links unless you are sure this email is from a known sender and you know the content is safe. Call the sender to verify if unsure. Otherwise delete this email. Here you go. TOWN OF YAMOT t0 ' y 1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 02664-4451 Telephone (508) 398-2231 Ext. 1292 Fax (508) 398-0836 ' gP6RA7fO �� OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITT UgRyu 45-DAY TIMEFRAME WAIVER APR 2 4 2025 Old King's Highway Application #: 2 5— A 0 5 9 '` �� Historic District Project Address: Application Received Date: yea ��a3 45 Day Decision Deadline: Corr, �a sJ Me, 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: -_ 0 Date: 4/24/2025 Signed: Owner Owner Contractor/Agent 2 5 — A 05 9 TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE ABUTTERS' LIST pff,99mp Applicant's (Owner) Name: _ _LO y n ►Yi (-yitiq APR � 4 2025 Old King's Highway Property Address/Location: t7Ne vi/�`n d istrict Hearing Date: 5- 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.yarmouth.ma.us Applicant Information: Abutter Information: Map Number r�u IG -77 Lot Number H t LI 7V 373 3 - Application #: 25 A 45 9 Y C tC -0 Cu o ry c L LL en °you, qr �4A I M Lod (N rl .AVM .Yy° o n Lf! TI �-+ o 4 M T! M ri C' LM N� Ln TI �-� 97b7d Q�, DRILL N '-� L1 N qr M f+9 N N Lf] `N� � � f � Lr? N Q W Cn QJM pp p win T ro jf,, i9 r Z W n' m s A' In z ' r a � y N �t�e1 t, en �zv e W G O � '� - 9 Y ,ir ",u it iz�u affl-m APR 2 � 2025 Old Kcng's Highway Historic District LCt f! O SV rL Q Y C f6 25-A059 m Shade Report - Lorraine Kelly Customer Designer Organization Shannon Stepp Solerro Address Coordinates Date 9 Forewind Rd, Yarmouth Port, MA 41.7156128, 70.22990349999999 Mar 18, 2025 02675,USA Annual irradiance 14 r''.;q � Summary Array ID Panel count 1 10 2 6 4 Azimuth Pitch Annual TOF Annual solar access 190, 24' 981A 89% 191, 26' 98% 71% Weighted average by panel count 82.3% Monthly solar access % across arrays Array ID Jan Feb Mar Apr May Jun 1 64 $ 7 94 94 95 9 i 2 41 6r* 75 76 l8 77 'V APR Old King s Highway Historic District 0 kWH/m2/year 350 700 1,050 1400 1,750 2,100 2,450+ AnnualTSRF 88% 70% 81.3% Jul Aug Sep Oct Nov Dec 96 95 94 94 71 56 78 77 77 75 53 32 25-A 05 9 powered by Page 1 of 3 aurora l a .x ,Vy ,�- PL * : } ' r 4 !�Mar - -- - - ' Shade Report - Lorraine Kelly Customer Designer Shannon Stepp Organization VM Solerro Address Coordinates Date 9 Forewind Rd, Yarmouth Port, MA 41,7156128,-70.22990349999999 Mar 18, 2025 02675, USA Street view with corresponding 3D model APR � 4 201 Old Kfng's Highway Historic District 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 5 9 powered by aurora Page 3 of 3 C"LING ON Scott E. Wyssling, PE Coleman D. Larsen, SE, PE Gregory T. Elvestad, PE TEAM SUNSHINE CONSTRUCTION LLC 24 Spice Street, Suite 205, Charlestown, MA To Whom It May Concern: 76 North Meadowbrook Drive Alpine, UT 84004 office (201) 874-3483 swyssling@wysslingconsulting.com March 21, 2025 A PR 2 4 2025 Old King's Highway HistOric District Re: Engineering Services Kelly Residence 9 Forewind Road, Yarmouth Port, MA 6.800 kW System 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. S. Description of Structure: Roof Framing: 2x6 dimensional lumber at 16" on center. Roof Material: Composite Asphalt Shingles Roof Slopes: 23 degrees Affic Access: Accessible Foundation: Permanent C. Loading Criteria Used • Dead Load o Existing Roofing and framing = 7 psf o New Solar Panels and Racking = 3 psf o 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 o Ultimate Wind Speed = 140 mph (based on Risk Category II) o Exposure Category C Analysis performed of the existing roof structure utilizing the above loading criteria is in accordance with the MA State building code 10u- Ed (20211BC). This analysis indicates that the existing framing will support the additional panel loading without damage, if installed correctly. 25-A059 i4, Page 2of2 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 5/16" 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'/2", 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 5h6" diameter lag screw with a minimum of 2XV 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 10"' 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. Aty yours,QV _ Scott E. 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