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HomeMy WebLinkAbout23-A079 14 Many Oaks Circle°'"'��° TOWN OF YARMOUTH �E�� IVED x 1146 ROUTE 28, SOUTH YARMOUTH, MA 02664-4451 Telephone (508) 398-2231 Ext. 1292—Fax (508) 398-0836 MAY 2 Otb KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE i AHMUU l n APPLICATION FOR Ot_D KtIVG'S HIGHWAY 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 4 copies OF SPEC SHEET(S), ELEVATIONS, PHOTOS, & SUPPLEMENTAL INFORMATION. Check All Categories That Apply: Indicate type of Building: Commercial %/ Residential 1) Exterior Building Construction: New Building Addition Alterations Reroof Garage Shed %/ Solar Panels Other: 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:14 Many Oaks Circle Yarmouth MA 02675 Map/Lot # 1171 #37 Owner(s): Heather Bish Martin Phone #: (413) 455-6704 All applications must be submitted by owner or accompanied by letter from owner approving submittal of application. Mailing address: 14 Many Oaks Circle, Yarmouth, MA 02675 Year built: 1986 Email: hbishi977@gmail.com Preferred notification method: Phone Email Agent/contractor: Shawn Dyer Phone #: 401-537-2294 Mailing Address: 33 Broad st suite 500, Providence, RI 02903 Email: maoperations@smartgreen.solar Preferred notification method: Phone _ V Email Description of Proposed Work: Installation of roof mounted solar panels, meter and all work associated with design and plans. Installing 30 panels at 12.00kwdc only. Signed (Owner or agent): Q Date: 05/18/2023 D 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. ➢ All new construction will be subject to inspection by OKH. OKH-approved plans MUST be available on -site for framing & final inspections. Rcvd Date: j Amount Cash/CK#: _ Rcvd by: 45 Days: Date Signed: Approved Approved with Modifications Denied Reason for Denial: Signed: APPLICATION #: TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE 8.2018 ABUTTERS' LIST Applicant's (Owner) Name:6+5h Ynwh In Property Address/Location: MrN 061li j Oyl -" Hearing Date: � 12023 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: RE FIVER MAY 2 5 20?3 rAHNIOU'; r, OLD KINGS HIGHWAY Map Number Lot Number 5 OOy 11 3 � 15 col I'] 73 1 LlV Application #: P�7,-Alm q TOWN OF YARMOUTH 1 t46 ROUTE 28, SOUTH Y ARNCOI`TH, MASSACHUSETTS 02664-445I X tti fo rl N W 0% In N atv g b F gg x o p. �M u� a o E & A �E L 3�8 aIt W q ui � ci MAY 2 5 2023 r'ARMOUI"h OLD KfTUlr,c ulf Aurora Shade Report Customer (none) Address 14 Many Oaks Cir Yarmouth Part, MA 02675, USA Annual irradiance Designer Organization Rahul Singh Design Works Coordinates Date (41.700057,-70.206022) 20April 2023 RECFIVFD MAY 2 5 2023 rANlylUUi r, OLD KINr,,.Q ulr*utnrAI. kWh/m2/year 2,450 or more 2,100 1,750 1,400 1,050 700 350 0 Summary Array Panel Count Azimuth (deg.) Pitch (deg.) Annual TOF (%) Annual Solar Access (%) Annual TSRF (9b) 1 16 164 20 96 56 54 2 6 164 20 96 57 54 3 4 344 20 67 46 30 Weighted average by panel count 54.4 50.2 Monthly solar access (%) across arrays Array Jan Feb Mar Apr May Jun Jul Aug Sep Get Nov Dec 1 22 40 58 69 66 64 65 67 62 44 30 15 2 33 45 58 65 65 63 64 64 62 46 34 29 3 33 30 29 44 54 59 57 47 31 28 33 35 1/3 powered by aurora Customer Designer Organization (none) Rahul Singh Design Works ! REe viEn �C Address Coordinates Date 14 Many Oaks Cir (41.700057, -70 206022) 20 April 2023 MAY 2 5 2023 Yarmouth Port, MA 02675, USA r A tIV1ULl l 1-1 Cal h ICfRir%In , ..,.... Zoomed out satellite view 3D model with LIDAR overlay r1 17ft EX 3D model 2/3 powered by aurora Customer Designer Organization (none) Rahul Singh Design Works Address Coordinates Date������ 14 Many Oaks Cir (41.700057, -70 206022) 20 April 2023 Yarmouth Port, MA MAY 2 5 2023 02675,USA } �. _ rHhIIVIC1E1f r� Street view and corresponding 3D model n I, Rahul Singh, certify that I have generated this shading report to the best of my abilities, and I believe its contents to be accurate. 3/3 powered by aurora '93- Aoq ALlyssuNG Scott E. Wyssling, PE Coleman D. Larsen Gregory T Elvestad, PE 76 North Meadowbrook Drive Alpine, UT 84004 office (201) 874-3483 swyssling@wysslingconsulting. com May 8, 2023 Smart Green, Inc. MAY 2 5 2023 33 Broad Street, Ste. 300 Providence, RI 02903 rtiF�MUi17 r Re: Engineering Services Martin Residence 14 Many -Oaks Circle, Yarmouth, MA 12.000 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: Prefabricated wood trusses at 24" on center. All truss members are constructed of 2x4 dimensional lumber. Roof Material. Composite Asphalt Shingles Roof Slope: 20 degrees Attic 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 = 141 mph (based on Risk Category II) o Exposure Category B Analysis performed of the existing roof structure utilizing the above loading criteria is in accordance with the 2015 International Residential Code, including provisions allowing existing structures to not require strengthening if the new loads do not exceed existing design loads by 105% for gravity elements and 110% for seismic elements. This analysis indicates that the existing framing will support the additional panel loading without damage, if installed correctly. 93.- AoI Page 2 of 2 D. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent IronRidge 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 5115" lag screw is 235 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'/", 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 two 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 2015 IRC, current industry standards, 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. V t=y yours, Scott E. 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