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HomeMy WebLinkAbout25-A104 62 Old Hyannis Road43;°-Y TOWN OF YARMOUTH 1,20mp 1146 ROUTE 28, SOUTH YARMOUTH. MA 02664-4451 Telephone (508) 398-2231 Ext. 1292-Fax (508) 398-0836 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMIT*d a 20' 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 worts 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 Cateaories That AQWX1 Indicate type of Building: Commercial Residential 1) Exterior Building Construction: New Building Shed X Solar Panels Other: Addition _Alterations Reroof Garage 2) Exterior Painting: Siding Shutters Doors Trim Other: 3) SignsBillboards: New Sign Change to Existing Sign 4) Miscellaneous Structures: Fence Wall Flagpole Pool Other: Please type or print: legibly: Address of proposed work: 62 Old Hyannis Road Yarmouth Port, MA 02675 Map/Lot # 67u1 �>;" Owner(s): David Deacon Phone #: 617 966 3171 All applications must be submitted by owner or accompanied by letter from owner approving submittal of application. Mailing address: 62 Old Hyannis Road Yarmouth Port. MA 02675 Year built: �u q Email: davedeacon@comcast.net Preferred notification method Agent/contractor: Corbin Robichaud - Clean Earth Energy LLC Mailing Address: 42 Sutton Street, Weymouth, MA 02188 Email: corbin@cleanearth.energy Description of Proposed Work: Phone Email Phone #: 781-915-8556 Preferred notification method: X Install new 17 panel roof mounted solar array. 7.31 KW DC / 7.60 KW AC Panels are located on the back of the home and are not visible from the road. Phone Email Signed (Owner or agent): Corbin Robichaud Date: 06/13/2025 ➢ 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 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 & f nal inspections. Rcvd Date: -itylas Amount a0.y" Cash/CK #: Wt b T Rcvd by: Jt S, 45 Days: $1 N1.2-Ir Date Signed: Approved Reason for Denial: Signed - Approved with Modifications Denied 1 N:5--A104 APPLICATIO TOWN OF YARMOU T 1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 02664-4451 Telephone (508) 398-2231 Ext. 1292 Fax (508) 398-0836 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE V)W 45-DAY TIMEFRAME WAIVER IUL 0 R 2025 2 5- A 1 0 4 Old King's Highway Application #: Historic District Project Address: 62 Old Hyannis Road, Yarmouth Port, MA 02675 Application Received Date: -71100%a s 45 Day Decision Deadline: Yj '2V1R: I/We, 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: 54 Old Hyannis Road, Yarmouth Port, MA 02675 Date: 06/13/2025 pgY'31 Signed: Owner Owner Corbin Robichaud Contractor/Agent 25-A104 TOWN OF YARMOUTH p.-IVA OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE ABUTTERS' LIST JUL 0 0 2025 Applicant's (Owner) Name: g's Highway Property Address/Location: 0*) h + 1, Historic District 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. 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Elvestad, PE May 27, 2025 Green Tech Renewables 1299 Farnam Street Suite 300 Omaha, NE 68102 76 North Meadowbrook Drive Alpine, LIT 84004 office (201) 874-3483 swyssling@wysslingconsulting.com Re: Engineering Services Deacon Residence 62 Old Hyannis Road, 7.600 kW System To Whom It May Concern: JUL 0 R 2075 Old Kings Highway Historic District Yarmouth Port, MA 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 members 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: 200 dimensional lumber at 16" on center. Roof Material: Composite Asphalt Shingles Roof Slopes: 38 degrees Attic Access: Accessible Foundation: Permanent C. Loading Criteria Used Dead Load Existing Roofing and framing = 8 psf New Solar Panels and Racking = 3 psf TOTAL = 11 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 r, Ultimate Wind Speed = 130 mph (based on Risk Category II) r, Exposure Category C Analysis performed of the existing roof structure utilizing the above loading criteria is in accordance with the 2015 lRC. This analysis indicates that the existing framing will support the additional panel loading without damage, if installed correctly. 2 5 - A 1 04 Page 2 of 2 D. Solar Panel Anchorage 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. The maximum allowable withdrawal force for a #14 lag screw is 194 lbs 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 #14 diameter lag screws with a minimum of 2" embedment will be adequate and will include a sufficient factor of safety. 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 centers. 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 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. . I/<JJ Scott E. Wyssli , PE MA License No. 505 COA# 001629764 Wyssling Consulting, PLLC 76 N IMeadowbrook Drive, Alpine UT 84004 tMaswchusetts COA NW1629764 Signed 5/27/2025 IN 0 8 2021 Old t<'rig`s Highway Historic District PS-A104 EXHIBIT A: SPECIFICATIONS The Customer and the Company agree to enter into this Agreement for the purpose of furnishing and installing the following products and services (Scope of Work): Residential Solar Installation: Model: QTRON 430 Modules: oaring 17 Racking Equipment: Iron Ridge System Size: 7.31 kW Annual Production: 8660 kWh Model: Testa Inverters: count: I Additional Notes and/or Promises Made to Customer: David receives a .15"wat1 discount and referral bonus for any references. We will also work with the historical society to ensure the systems approval JUL 0 8 20 Old King .S Highway Historic District a 26- A 1 04 4(10' Doc ID: 47e7563d983388c9cfda2d8efdf3f0035a65a681 Arm / J r CLEAN EARTH ENERGY info cleanearth.energy Iko (781) 910-5173 ® ivniv.cleanearth.energy I Im Q,TRON M=G2+ SERIES .10 U P +425 425-450Wp 1108Cells --1d it fighwz::: 23.0% Maximum Module Efficiency Hist(.-... )istrict MODEL OTRLIN M i2+ The ideal solution for; EiRooftop arrays on resldentia buildings Qcells G.RNTk," High performance (cells N-type N-Q solar cells O.Ah-UV. NEO Technology with opt mrzed module dyou'. boosts module efficiency up to 23 0%. A reliable investment RInclus ve 25-year product warranty and 25-yem Vnear Warranty performance warranty' 4 Enduring high performance Long-term yield security with Anti LeTID Technology, Anti PID ocetls Technology', Hot -Spot Protect Extreme weather rating 4 High-tech aluminium alloy frame, certified for high snow (8100Pa) and wind loads (3600Pa) Innovative all-weather technology Optimal yields. whatever the weather with e,.cellent ;ow -light and temperature behaviour. The most thorough testing programme in the industry Qcells is the first solar module manu(a.:turer to pass the most comprehensive quality programme in the industry- The new "Oual-ty Controlled PV" of the independent certification institute TUV Rheinland. ' See data sheet on rear for further information APT test ccndaions accordng to IEcr TS 628044 2015. rrretrnod A 1-150o V, 96h: 25- 6 104 •ice. (� � a� + 'U'SA+w ,. n,���m.�. 23 Doc ID: 47e7563d983388c9cfda2d8efdf3f0035a65a681 QXRON M-G2+ SERIES a Mechanical Specification - (� arr dnxti Format 67.8 in - 44.;i in + 118 in{including frame► (1722mm R 1134mm a 30mm) + + Weight 46.7lbs (21.2 kg) Front Cover 013 in 132 mm) ther, ally pre -stressed 0ass =�+ with anti-retlechon technology II IL D 9 202S Back Cover Composite film li Frame Black anodised aluminium t! t L, Cell 6.18monocrystallineO.ANTUMNEOWar h King's f�[{gI1wa r...-E] Junction box 2.09-3981n-126-2361n-0.59-071m LMn Q Qiiatrict +•aorew+a (53-101mm a 32.60mm + 15-18mm), Protection class w� WWA ,.rm. 1--I Cable 4 mrn' Solar cable: I t) z68 9tn (1750mm), { ) z68.9 in (1750mm} I Connector StaubuµG.PP68 F- a,r,,,s+ a� Terrrseaa ■ Electrical Characteristics POWERCLA55 42S M MINIMUM PERFORMANCE A' 5TAtVARD TEST CONDITIONS, STC' {POWER TOLERANCE +5Wf-0 W] 435 440 445 460 Power at MPP' P„„ (W] 425 430 435 440 445 450 Short Circuit Currenl' I4 [A] 13.81 13.89 1397 14.06 14.14 14.22 E Open Circuit Voltage' Va M 39.76 39.Oe 39.32 39.60 39.87 40.15 F Current at MPP I,,,, [A] 13 it 13IS 13.26 13.33 13.40 13.48 Voltage at MPP V_ M 32.42 32.62 3282 33.01 3320 33.39 Efficiency' g (91,] >21.8 a22.0 }22.3 }22 5 r22.8 r23.0 MINIMUM AT NORMAL OPERAT,NG CONDITIONS. NraOT: Power at MPP Pu„ [W] 321.2 325.0 328.8 332.6 336.4 340.1 Short Circuit Current Ix [A] 11.13 11.19 11.26 W33 11.39 11.46 Open Circuit Voltage Voc M 36.79 37.04 37.31 37.58 37,84 38.11 F Current at MPP IMF [A] 10.31 10.37 10.42 10.48 10.54 10.60 Voltage at MPP V,,,a M 31.16 31.35 31.54 31.73 3192 3210 'Mc ]Suremenl tolerances P, ! 3%. L,,; Vor ± 5% at STC' 1000 Wlm2, 25t 2°C. AM 1.5 according to IEC 60904-3 - '$00 W+m%. NMC' spectr.,m AM 15 Ocells PERFORMANCE WARRANTY s ae s � a01~ S .r.ayw.r.a.f..r+. - - - x - -- = vo sa }o W 2 yF W a ra .... i� PERFORMANCE AT LOW IRRADIANCE At least 98.5%of nominal power r clung first year. Thereaher max. ' 0.33%degradation per year At e least 95 53%of nominal power up to 10 years. Al least 90.584 of o6mmal power up to 25 yearx y All data within measurement tolerances. Full wafrantres fn accordance with the warranty terms of the Qcelk sn les organisation of yo.tr re,pecave country hIk am rrrt aaa Kw iv RFf JYri"f ,.r .�. 'Standard terms of guarantee ter the Pv -_ ro n s.wn,ne T}pcal -iule pedurrrrance under law madw- coodd-s rt hgbeu podu--play m 2021{Fabruary 2021f co 0a,.son to sTc condo.-s (?5^c 100DW-It TEMPERATURE COEFFICIENTS Temperature Coefficient of 1� a I%rK] *O.N Temperature Coefficient of V R (%iK] -0.24 Temperature Coefficient of P� V t%FKJ -0.30 Nom no' Module Operating Temperature NMOT rpl i {e3±3 5.4 t 3°C1 ■ Properties for System Design Maximum System Voltage Vs,s M 1000 (IEC)I1000 (UL] PV module classification Cbw II Maximum Se' ies Fuse Rating JA DCI 25 Fire Racing based on ANSI UL 61730 C r TYPE 2 Max. Design Load, PushlPulP Pxsfftrl 113 (540OPa)150 (240OPa] Permitted Module Temperature -40T up!o 1185°F Max. Test Load, Push/Pull" (b#1119 169 {8100Po]!75 (360OPa) on Continuous Duty (-40'C up to 485'C; t See Installation Manual z ■ Oualifications and Certificates UL 61730. CE-camplianit fi Clualay Controlled PV -.LW Rh.4.la-..-, ryy 1^n © 1 04 IEC 61215 ent No IEC 3.23 (Solar 4O C E �. JV L � U.S. Patent rro- 9.893.215 Isoter cHlxi s Ocells pursues minimizing paper output in consideration of the global environment. w+,r Instereuon lnurucmns nwsr ba toao,wd Cords mrlaohmcal sexy y to- runner mtoffrubonarr appfow.d mtallai nt m, pbdun. �11 r.fn.,ace.l!;r.�.•.r,- a00Specvrm Cemerhme.xuae140a.Iry 4, 92618.USA-II 194974859 n-b i wall" VngrnryQocelkpq,S rZr ,w D3d983388e9efda2d8e 3■■d a681