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HomeMy WebLinkAbout25-A099 55 Route 6A REV 12.03.2025TOWN OF YARMOUTH @999MR 3r c & 1146 ROUTE 28, SOUTH YARMOUTH, MA 02664-4451 Telephone (508) 398-2231 Ext. 1292--Fax (508) 398-0836 JUN 2 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 4 Copies OF SPEC SHEET(S), ELEVATIONS, PHOTOS, & SUPPLEMENTAL INFORMATION. Check All Categories That Apply: Indicate type of Building: Commercial Residential 1) Exterior Buildin Construction: New Building Shed Solar Panels Other: Addition _Alterations Reroof Garage 2) Exterior Painting: Siding Shutters Doors _Trim Other: 3) Signs/Bi I I boards: New Sign Change to Existing Sign 4) Miscellaneous Structures: Fence Wall Flagpole Pool Please type or print legibly: Address of proposed work. ✓1 Owner(s): G All applications must be su Mailing address: c' Email: l�Ci]I• �nA� Mailing v�71A�illlku11•"aw-min Descri tidn of Or osed Worfl. 1�1 `�p ��p dta dr , ► cotes GC*Ae"i 'Qv c 5` N1 OkA �� t:;�t:ntAi(o W:5kV0 * C1 Pal, 'RAP. Date: Other: M tno VJ � Map/Lot # Phone #: "~ 1 owner or accompanied by letter from owner approving b ittai of application. �M� C]i',ID11-6,Year buil t . Preferred notification method: Phone � Email Phone #: 111D 1 Yi.�l�t� � � IJLNJ� Preferred notification method: Phone ^Email Signed (Owner or agent): 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 dale 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: w5 ;S Amount CashICK #: 35f' Rcvd by: L% 5 45 Days: -4-7la5 Date Signed Approved Approved w,th Modifications Denied Reason for Denial: Signed 1 APPLICATION #: TOWN OF YARMOUTH 1146 ROUTE 28, SOUTH YARjMOUTH, MASSACHUSETTS 02664-4451 Telephone (508) 398-2231 Ext. 1292 Fax (508) 398-0836 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEORMD 45-DAY TIMEFRAME -JUN 2. 5 2925 WAIVER Old King's Highway Application #: 5 _ A 0 9 9 , , .-� 0;# Historic District Project Address: t;5 RCM Gtts aKmamA c�-iis; Application Received Date: 45 Day Decision Deadline: :Ed INVe, 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: ?r 12W',t Date:&\iLD G Signed: Owner rb k, I IV, AWXAWM�* U1 . 7r 2 5- A 0 9 9 }..vim 114k GENERAL SPEC.JgICATION SHEET FOUNDATION: Material: Exposure (Not to exceed 18"): CHIMNEY: Material/Color: GUTTERS: Material/Color- ROOF: Material: Pitch (7112 min) Height to Ridge- Color: SIDING: Material/Style: Front: Sides/Rear: 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: MatT Style: WINDOWS: /side:: Front: Left: Manufacturer/Series: Grilles (Required): Pattern (6/6, 2/1, etc.) Snap -In: Between Glass: COLOR CHIPS .JUN 1 5 ?0B Old King's Highway Color: HiStOdc District _ Right: Rear: Color: Material: _ Grille Type: True Divided Lite: Permanently Applied: Exterior Interior STORM WINDOWS: Qty: Material: Color: SHUTTERS: MatT Style: Paneled Louvered Color: SKYLIGHTS: Qty: Fixed Vented Size Color: DECK: Size: Decking MatT Color: Railing MatT Style: Color: WALLS/FENCES* (Max 6' height): Height: MatT Style: Color: (Show running footage & location on plot plan.) *Finished side of fence must face out from fenced in area. UTILITY METERS/HVAC UNITS: Location: Screening: LIGHTS: Qty: Style: Color: Location(s): LIGHT POSTS: Qty: Material: Color: Location(s): Additional information: kfto 2-General APPLICATION #: 2 5- A 0 9 9 ;;:. 0 0 TOWN OF YARMOUTH ors. .1; OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE ABUTTERS' LIST Applicant's (Owner) Name - Property Address/Location:6�10 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 Applicant Information Abutter ormation: 0 a `09 1 111N 2 5 2025 Old King's Highway Historic District Map Number Lot Number ll t416 1u3os- �b ry 03 Iq'7 1Li3 o6 1 I;z lq2a-7 2 5 - A 0 9 9 Application #: 1211 2/ ! 1 GEORGE CHRISTOPHER S GEORGE MARY C 56 ROUTE 6A YARMOUTH PORT, MA 02675 121/ 961 1 1 SRIHADI TRI K 77 ROUTE 6A YARMOUTH PORT, MA 02675 1211 971 1 1 ROUTE 6A YARMOUTHPORT LLC CIO TURTLE ROCK LLC 231 WILLOW ST YARMOUTH PORT, MA 02675-1744 1211 991 1 1 STARKEY ALBERT W STARKEY SUSAN D 55 ROUTE 6A YARMOUTH PORT, MA 02675 1121 461 I 1 HILL JOHN MEREDITH TR HILL ANN MAXWELL TR 23 WILLOW ST YARMOUTH PORT, MA 02675 Please use this signature to certify this list of properties directly abutting and across the street from the parcel located at: 55 Route 6A, Yarmouth Port, MA 02675 Assessors Map 121, Lot 99 Andy Mac o, Director of Assessing June 27, 2025 IUN 2 7 2029 Old King's Highway Historic District 95-4 r041 a � V LUC4 N Ln P < ON Mimin c� rl :e fi yy el%3 N I hl �ar' WHARF -LANE J6 LO7 MOW N D N V4 M JUN 1 5 1015 QMp� U d Kings Hi h cfl IM g way . .Historic District 0 M N �r�- ry YA N r.-� ri N M N rN r-1 N M In .-t O "'r M N rl qnNv3nyd�� N OIL illYQN N 11 'y CV t4 N r, m ■ L N 25—A 099 ,a .x y� �5l M1 !f #"Y w�rw� �ry ate+ � Y`�.... 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Site Information All Sides of House Rob Bronson Loc 41.7024,-70,2564 ?M Old -4ighway istdct 2 5- A 0 9 9 page 14 d" Report Created: 05/19/2025 imp p i { k 'ter. 4i . J1'/II/l i WL 4 Site Information , All Sides of House Rob Bronson LoC'41,7024,-70.2564 way ct 2 5 - A 0 9 9 paglaPis of as Report Created 0511912025 At 4 i it. .y low y` S% Site Information r All Sides of House Rob Bronson 1_oc.41.7023,-70.2564 Wi- JUN ? 5 2025 Old King's Highway Historic District 2 5 - A 0 9 9 Page 20 at i Report Created: 05119/2025 Polak, V- or. LING coxsuzrW Scoff E. Wyssling, PE Heath J. Harpster, PE, P.Eng Gregory T. Elvestad, PE Skyline Solar 4 Crossroads Drive, Suite 116 Hamilton, NJ 08691 To Whom It May Concern: 76 North Meadowbrook Drive Alpine, UT 84004 office (201) 874-3483 swyssling@wysslingconsulting.com May 20, 2025 Revised November 12, 2025 Re. Engineering Services Starkey Residence 55 MA-6A, Yarmouth, MA 7.600 kW System DEC 0 3 7.Q2j Old King's Highway Historic District 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 24" on center. Roof Material: Composite Asphalt Shingles Roof Slope: 27 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 cTOTAL = 10 PSF • Live Load = 20 psf (reducible) — 0 psf at locations of solar panels • Ground Snow Load = 30 psf • Wind Load based on ASCE 7-16 o Ultimate Wind Speed = 130 mph (based on Risk Category II) Exposure Category C Analysis performed of the existing roof structure utilizing the above loading criteria is in accordance with the 2021 International Residential Code. This analysis indicates that the existing framing will support the additional panel loading without damage, if installed correctly. 2 5 - A 099 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 #14 lag screw is 194 Ibs per inch of penetration as identified in the National Design Standards (NDS) of timber construction specifications. Based on two screws with a minimum penetration depth of 1.5", 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 # 14 lag screws with a minimum of 1.5" 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 2021 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. Scott E. 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