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HomeMy WebLinkAbout23-A111 26 Stoney Hill DriveTOWN OF YARMOUTH -x 1146 ROUTE 28, SOUTH YARMOUTH, MA 02664-4451 REs ��� Y Telephone (508) 398-2231 Ext. 1292-�Fax (508) 398-0836 �LD ICI k G'S HIGHWAY HISTORIC DISTRICT COMMITTEE AUG 3 1 2023 APPLICATION FOR fAMIVI "'I' CERTIFICATE OF APPROPRIATENESS OLD KING'S HIGHWAY 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 Catenories That Apply: Indicate type of Building: Commercial Residential 1) Exterior Building Con uction: New Building Addition Alterations Reroof Garage Shed Solar Panel;)' anel Other: 2) Exterior Painting: Siding Shutters Doors _Trim Other: 3) SignslBillboards: New Sign Change to Existing Sign 4) Miscellaneous Structures: Fence Wall Flagpole Pool Other: Please type or print legibly: {, Address of proposed work: VQ,1At 'lit �/42r Map/Lot # 1 �� Owner(s) : t Phone #: dzo� [ c i1r (A - All a licatio s must be su mitted by owner or accompanied by letter from owner approving submittal /of application. Mailing address: 17L% �� `� Year built: 4 q f �Lg Email: -V0 On i'i� � O . (�'� __Preferred notification method: Phone _Email Agent/contractor: Mailing Address: Email: Phone #: Preferred notification method: Phone Email Description of Proposed Work: 0 1�a -yu-f GA V Signed (Owner or agent): Date: ➢ Ownerlcontractorlagent is aware thala 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:�7 Amount Cash/CK#: Zc Sh^ Rcvd by: 45 Days: Date Signed: Approved Reason for Denial_ Signed: Approved with Modifications Denied APPLICATION #: d3"f A1 Telephone (508) 398-2231 Ext. 1292 Fax (508) 398-0836 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE 45-DAY TIMEFRAME WAIVER Application #: Project Address: v2 -5�nq HI 1) an k% t Application Received Date: 45 Day Decision Deadline: 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: so oi-a LS Date: �1311aJ� _ Signed: OwneV RECEIVED 0c ,) _ . ,w%w4 JQ.4 1., Owner Contractor/Agent TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE 2023 MEETING SCHEDULE A(I TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE U018 ABUTTERS' LIST Applicant's (Owner) Name:�l/a t KV j�✓ Property Address/Location Hearing Date: q i;�5(a-3 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 Map Number Lot Number Applicant Information Abutter Information: RECR ED AUG 3 t 2023 rAHViOUl r, OLD KING'S HIGHWAY sv9y Cl S o 93 -7 5 a,5- r -sv &3 3 Application #: ;4 A I I i TOWN OF YARMOUTH 1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 02664-4451 DZ C,�4 ri ro L 1�P1 N co Ln 06 w ,-4 Lli rl �l QQ1� 4 � N 7 GQ L9 LA OD W C6 w r, s 4 co Cid .�� 00 �d W 00 W ,1 � o+ Cd W _ M Ln WE 4V4 00 W .w - STONE`( Ln Go a r5rm Vo W W 0 Si '3 U � LE)_f 7 nF� T�F a Ln n a < 9 a 2 RFCFIVL=, AOG 31 2023 IAHMOIjTh OLD KINGS HIGH Y C m D 7 O D LING CON8VILTING Scott E. Wyssling, PE Coleman D. Larsen, SE, PE Gregory T Elvestad, PE January 18, 2023 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 Ninov Residence 26 Stoney Hill Drive, Yarmouth MA 10.585 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 I. 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: 2x8 dimensional lumber at 24" on center Roof Material: Composite Asphalt Shingles Roof Slope: 30,31 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 7-16 o Ultimate Wind Speed = 141 mph (based on Risk Category II) o Exposure Category B RECEIVED AUG 31 2023 fAliim,�, i r. (ING'S HIGH 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. g3—Ait l Page 2 of 2 D. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent Unirac Solar 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'/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 1/16" diameter lag screw with a minimum of 2W 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 International Residential Code, 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. Ve ruly yours, Scott E Wysslin E e5MA License No. 050 RECE- VD , AUG 31 2023 YARMOUTH OLq KINGS HkGHWAY JUYSSLING V CONSULTING 9.3-411 1 U r J� z x U q � W�mg�w oc � NsW b � w o o w p 8089-E99 (909) 'ON 3NOHd w U w o W00'OOHVAOAONIN OAI =fll litlW3 a o- N m a s vsn r 0 w X z P. 02g . o P99ZO VV 'H-Lnov iVA ' 10 IIIH A3NO1S 9Z = j = Q w tl a O N Y N } 30N30f53L! ° U o AONIN OIAVAI a n a g Es U z z a U O O t: F- 1 w Z z ° w a a s J z Q W W s ixll W W ? US Za 4J d - M 2 V M ff V U N z N z w � cri a a P J w s� 0 p 0 a 4 r m } 7 a a 7 a !L u + w w y a a Vj u y Z any d°� 3 3 a}i a a a a 0 ro _ U 7 J r m W Z ❑ ❑a O Y H Q4 rya z A m wm �4 Tu H m R... - w ELa a- J �! oW fY J R A IVE La -zO mw x F zg =w r 0� 1 IL �5 O Ua ❑u ti� �-- AUG m Na J om �❑m o fig-g 3 F w m w ru Q. 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