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23-A012 41 Center Street°` TOWN OF YARMOUTH r ;\o ° 1146 ROUTE 28, SOUTH YARM0UTH, MA 026644451 `/ Telephone (508) 398-2231 Ext. 1292--Fax (508) 398-0836 ffdCUp,; G'S HIGHWAY HISTORIC DISTRICT COMMITTEE FEB 0 12023 1 APPLICATION FOR CERTIFICATE OF APPROPRIATENESS A�pitCrr isiereby-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 Shed Solar Panels Other: 2) Exterior Painting: Siding Shutters Doors _Trim 3) Signs/Billboards: New Sign Change to Existing Sign Alterations Reroof Garage Other: 4) Miscellaneous Structures: Fence Wall Flagpole Pool Other: Please type or print legibly: ( -, / Address of proposed work, r �\ ��1'�#�,{ �� Map/Lot # h 3 i7 Owner(s): Phone #:_ �D)�S - 3G� -del b All apphcatilons must be submitted by owner or accompanied by letter from owner approving submittal of application. Mailing address: -iX1�"� i'C��� _ Year built: Email: �C_(�Y� UrfVti� _ '( -referred notification method: PhoneEmail Agent/contractor: Phone #7] Mailing Address: Email: g�11r1e}(.� Preferred notification method: Phone Email Description of Proposed Work: V-i Signed (Owner or agent): Dale: (3 1 ➢ Own erlcontractorlagent is aware thq 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: , I f .�-J Amount �i U• Cash/CK #: 5 Rcvd by: 45 Days: Date Signed: Approved Approved with Modifications Denied Reason for Denial: Signed: APPLICATION #: GENERAL SPECIFICATION SHEET Project Address: FOUNDATION: Material: Exposure (Not to exceed 18"): CHIMNEY: Material/Color: GUTTERS: Material/Color: ROOF: Material: `S Pitch (7112 min) Height to Ridge: Color: SIDING: Material/Style: Front: Sides/Rear: COLOR CHIPS Color: Front: Sides/Rear: TRIM: All windows & doors to be trimmed with: 1x 4 1x5 (Circle one.) Material: Color: DOORS: Qty: Material: Color: Style/Size (if not listed/shown on elevations): STORM DOORS, Qty: Material: Color: GARAGE DOORS: Qty: Mat'l: Style: Color: RECEIVED FEB 0 12023 ! AHIViUU i h OLD KING'S HIGHWAY WINDOWS: Q Iside:: Front: Left: Right: Rear: Color: Manufacturer/Series: Material: Grilles (Required): Pattern (616, 211, etc,) Grille Type: True Divided Lite: Snap -In: Between Glass: Permanently Applied: Exterior Interior STORM WINDOWS: Qty: Material: Color: SHUTTERS: MatT Style: Paneled Louvered Color: SKYLIGHTS: Qty: Fixed Vented Size Color: DECK: Size: Decking Mat'l: Color: Railing Mat'l: Style: Color: WALLSIFENCES* (Max W height): Height: Mat'l: Style: Color: (Show running footage & location on plot plan.) *Finished side of fence must face out from fenced in area. UTILITY METERSIHVAC UNITS: Location: Screening: LIGHTS: Qty: Style: Color: Location(s): LIGHT POSTS: Qty: _ Location(s): Additional information: Material: Color: 2-General APPLICATION M ., �- TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE ABUTTERS' LIST Applicant's (Owner) Name: G z Property Address/Location: jnkeV, S e e.i- Hearing Date: Notices must be sent to the Applicant and abutters (including owners of land on any public or private street or way) who's property directly abuts or is across the street from the Applicant Please provide the Assessor's Tax Map and Lot numbers only. 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 tree Old King's Highway Department page on the Town website. www.Yarmouth.ma.us Applicant Information: Abutter Information: RECEIVED FEB 01 2023 YAhtNiuu i r. Map Number Lot Number �z 5gol t ae� ss F Application #: ��P�►2 8.2018 Ln W W w+l Ln N M M M1 C MLn Ln R 114 M1 Cn � M1 �rNi� .4 N m M Lnow N W C�1 r-I �M r-1 'mi CA nj / to 00 5 aW?rn V v �z a �.. � fi l: uz NSzF' ECFIViED FEB 0 120323 WYSSLING MONSUMNG Scott E. Wyssling, PE Coleman D. Larsen, SE, PE Gregory T. Elvestad, PE November 30, 2022 Skyline Solar 4 Crossroads Drive, Suite 116 Hamilton, NJ 08691 76 North Meadowbrook Drive Alpine, UT 84004 office (201) 874-3483 swyssling@wysslingconsulting.com Re: Engineering Services Hannon Residence 41 Center Street, Yarmouth, MA 6.715 kW System To Whom It May Concern: ECFPVI=I) FEB 0 1 2C23 YAhMOO i n 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: MP1: 2x10 Rafters @ 16" oic. Roof Material: Composite Asphalt Shingles Roof Slope: 40 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 MP2 + MP3 + MP4: 2x4 Rafters @ 26" o/c. • 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. Page 2 of 2 D. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent Unirac 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 5116" 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'/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'/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. 4. Panel supports connections shall be staggered to distribute load to adjacent framing members. 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. A,-r-u 1y? rs42A Scott E. 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