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HomeMy WebLinkAbout25-A104 62 Old Hyannis Road Approved{� Y'y TOWN OF YARMOUTH�� 1146 ROUTE 28. SOUTH YARMOUTH, MA 02664-4451 Telephone (508) 398-2231 Ext. 1292—Fax (508) 398-0836 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTid 8 2025 YORMOUTH TOWN CLERK RE APPLICATION FOR Old King's Highway JUL 29125 Am9;29 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 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 Shed X Solar Panels Other: Addition _Alterations Reroof Garage 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 woric: 62 Old Hyannis Road, Yarmouth Port, MA 02675 Map/Lot # a t4 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: icy I Email: davedeacon@comcast.net Preferred notification method: Phone Email 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 #: 781-915-8556 Preferred notification method: X Install new 17 panel roof mounted solar array. 7.31 KW DC 17.60 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/contractor/agent is aware that a permit is required from the Building Department. (Check other departments, also.) If applic Oation 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, whicheve • All new construction will be subject to inspection by OKH. OKH-approved plans MUST be available on -site for i Rcvd Date: AS, Amount 0. Vv CashlCK #: o6 Rcvd by: L� S• 45 Days: M 2-Ir Approved Approved with Modifications Reason for Signed: Date Signe . � Denied TL 2 8 2025 Q'S Highw; ric,District 1 APPLICATION4. A 1 04 TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE 1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 02664-4451 Telephone (508) 398-2231 Ext.1292 Fax (508) 398-0836 STATEMENT OF UNDERSTANDING CHANGES TO AN OLD KING'S HIGHWAY APPROVED PLAN As property owner/contractor/agent for construction at D la a" Y1 � 5 yzV aj- MaplLot CIA # j - / Wo'j Approval Date: 1 certify that I understand the following requirements regarding any changes that may be required for this project: In accordance with paragraph 2(a) of section 1.03(General Procedures) of the OKH 972 CMR Rules and Regulations: Only minor changes may be approved by the Committee without the filing of a new application and a new hearing. Minor changes include alterations that can be done without a detrimental impact on the overall appearance of the project such as altering a single window or door change or a minor change of colors. All minor changes by amendment will require the local Committee's or its designee's approval. All changes to previously OKH approved plans require notification to and approval from the local OKH Committee. Change requests must be submitted to the Committee in writing on the appropriate request form, which may be obtained from the OKH office. All change approvals must be obtained before incorporating the change into the project. If the change has been implemented prior to receipt of OKH approval, a Minor Change approval or Certificate of Appropriateness application for the revised plans is still required and will result in a doubled filing fee for the appropriate category of work. Failure to comply with the above statements will result in the Building Department issuing a stop -work order or delaying the issuance of an Occupancy Permit or final inspection approval. have read and understand the above statements. Date: Signed: �. (Owner/Contractor/Agent) Signed: JUL 2 B 2025 (Chairman, Old -Kind's Highway Committee) Old King's Highway Historic District Updated 5131=24 TOWN OF YARMOUTH 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 29 MR 45-DAY TIMEFRAME WAIVER JUL 0 a 2025 5- A 1 O 4 j; Old King's Highway Application #: Historic District Project Address: 62 Old Hyannis Road, Yarmouth Port, MA 02675 Application Received Date: -7101 45 Day Decision Deadline: Y '2 VIR1'5 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 Signed: , 7R.pap I = JUL 2 B 102"s Old King's Highway Historic District to Owner Owner Corbin Robichaud Contractor/Agent 2 5 - Al 04 o TOWN OF YARMOUTH '6 T OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE ••vuatto ♦a ABUTTERS' LIST MUMN !� JUL 0 0 2025 Applicant's (Owner) Name: u Z'� ei �,igs Highway Property Address/Location: H i-5 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. 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 Information: JUL 2 0 2025 Old King's Highway Historic District Map Number Lot Number 1 0'i7.73 13 . '�L 10 L/ 73 qy 3. ! 0y any 103 3 U. l • of 1 a,wq2 25- A 1 04 Application #: 1031 30.1.11 1 ! TOWN OF YARMOUTH 1146 ROUTE 28 Please use this signature to certify this list of properties SOUTH YARMOUTH, MA 02664 directly abutting and across the street from the parcel located at: 62 Old Hyannis Rd., Yarmouth Port, MA 02673 Assessors Map 94, Lot 13.22 941 13.121 1 1 ROSELLI LESLIE Andy Mac O, Director of Assessing 54 OLD HYANNIS RD July 10, 20 5 YARMOUTH PORT, MA 02675 941 13.721 1 1 CAPE AND ISLANDS COUNCIL BSA 247 WILLOW p � YARMOUTH PORT, MA 02675 941 13.321 1 1 JUL 10 20 ROY AJAY KA7D OLD HYANNIS RD Old King's Highway YARMOUTH PORT, MA 02675 Historic District 941 13.221 1 1 DEACON DAVID C DEACON CLAIRE M 62 OLD HYANNIS RD YARMOUTH PORT, MA 02675 --@ D)T �L2 r JUL 2 B 2025 Old King's Highway Historic District 2-:) -AID` 10 Cu 0 W N C m 0 CV CD s e M o-�f is n a A Vr EL t O c> 2 Y. 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Wyssling, PE Heath J. Harpster, PE, P. Eng Gregory T. Elveslad, PE May 27, 2025 Green Tech Renewables 1299 Farnam Street Suite 300 Omaha, NE 68102 76 North Meadowbrook Drive Alpine, UT 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 8 2025 Old King's 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: 2x10 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 c; 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 c� Ultimate Wind Speed = 130 mph (based on Risk Category II) c, Exposure Category C 2 )1 112, 5 JUL 2 8 2025 Old King's Highway Historic District Analysis performed of the existing roof structure utilizing the above loading criteria is in accordance with the 2015 IRC. This analysis indicates that the existing framing will support the additional panel loading without damage, if installed correctly. 2 5 - A 1 0 4 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 #14 lag screw is 194 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 #14 diameter lag screws 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 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. Atn,,, yours, Q Scott E. Wyssli , PE MA License No. 505 COA# 001629764 Wyssiing Consulting, PLLC 76 N Meadowbrook Drive, Alpine UT 84004 Massachusetts COA NW1629764 Signed 5/27/2025 lUl 0 R 2029 Old King's Highway Historic Distract JUL 18 2025 Old King's Highway Historic District C NSLING UL P 5 - A 1 04 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: MON 430 Model- Tesla Modules: Counc 17 Inverters: Coum- l Racking Equipment: Iron Ridge System Size: 7.31 kW Annual Production: 8660 kWh ZD Additional Notes and/or Promises Made to Customer: JUL 0 8 2015 David receives a. 15 ' :wall discount and referral bonus for Old King's Highway any references. We ill also work with the historical Historic Distract society to ensure the systems approval JUL 2 8 2025 Old Kings Highway Historic District 2 5 - A 1 04 ." Doc ID: 47e7563d983388c9cfda2d8efdf3f0035a65a681 CLEAN EARTH ENERGY info@cleanearth.energy (781) 910-5173 ® wivw. clean earth. energy 5 -kip.AIA a --` ti G.TRON M=G2+ SERIES 425-450 Wp 1108 Cells 23.0% Maximum Module Efficiency `Id l' iighw Hist:.j: , . district MOOM O TRON M-i The ideal solution for: Rooftop arrays on residential buildings Qcells JUL 2 8 2025 Old King's Highway Historic District G-ANTUM High performance Qcells N-type WO solar cells O.ANTUM NEO Technology with opt mized module layout boosts module effic ency up to 23.0 %. A reliable investment a Inclusive 25-year product warranty and 25-year linear warranty performance warranty'. Enduring high performance Long-term yield security with Anti LeTID technology. Anti PID ocells Technology2. Hot -Spot Protect. Extreme weather rating High-tech aluminium alloy frame, cerlified For high snow (8100 Pal and wind loads {3600 Pal _ Innovative all-weather technology Optimal yields, whatever the weathe• with excellent low -light and temperature behaviour. The most thorough testing programme in the industry Qcells is the first solar modulo manufacturer to pass the most comprehensive quality programme in the industry: The new "Quality Controlled PV' of the independent certilication institute TUV Rheinland. ' See data sheet on sear for further informal an APT test cc nd4ions according to 1EUTS 62804-12015-method ■ (-IEiWV, BE h) 25- A 104 ,,4 1. 4 Doc ID: 47e7563d983388c9cfda2d8efdf3f0035a65a681 Q.TRON M-G2+ SERIES ■ Mechanical Specification [� Format 678 in • 44,6 in 1.18 in {including frame; (1722mm 1134mm.30mmi V i Weight 46.7lb5 (212 kg) Front Cover 0.13 on (3.2 mm) Mier -Tally pre -stressed glass with anti-reflectrortechnology iUL 0 8 2025 Back Cover Composite him Frame Blau anodised aluminium ht♦� K n ', ki hwa y]YPI]S� .... told" ® Hi V 2025 .;. Highway 4,Djst�ct Cell 6 r 16 monocryslalhne O.ANTUM NEO solar [ r.rr� ,4e, p]syy Junction box 2.09-3Hirt •1.26-236in•0.59-0.71in iJ;C}r�(•jnjGtnCt r•••••,•� (53-101 mm . 32-60mm . 15-18mml, Protection class I r 5 1 Cable 4mm- Solar cablc;I'i?689in(1750mm),(-)a68.9in(1750mm) Connector SIAubli MC4: IP68 ■ Electrical Characteristics POWER CLASS 426 MINIMUM PERFORMANCE AT STA-NDARD TEST CONDITIONS, STC' {POWER TOLERANT E +5Wr 0 WI 435 440 445 440 Power at MPP' P,t„ ]W] 425 430 435 440 445 ■50 Short Circuit Current' Ix (Al 13.81 13.89 1397 14.06 1414 14.22 Open Circuit Voltage] V. [V[ 38.76 39.04 39.32 39.60 39.87 40.15 Current at MPP I,,,, [A] 13.11 1318 1326 1333 13.40 13.48 Voltage at MPP V- [V] 32.42 32.62 32.82 33.01 33.20 33.39 Efficiency' ry 1%] 221.8 �22.0 t22.3 }22.5 228 223.0 MINIMUM PERFORMANCE Af NLAi MAL OPERADN5 CONDITIONS. NMOT• Power at MPP P,,., [W] 321.2 325.0 328.8 332.6 336.4 340.1 Short Circuit Current Iy. [A] 11.13 14.19 11.26 1133 1139 1146 c Open Circuit Voltage V [V] 36.78 37.04 37.31 37.58 37.84 38.11 3 Current at MPP I„„ [A] 10.31 10.37 10.42 10.48 10.54 10.60 Voltage at MPP V,,,, IV] 31.16 31.35 3154 31.73 31.92 32.10 Measurement lolerancrs P - i3%, Ix; Vo, i 5% at STC: 1000 W1m7, 25! 2'C, AM 15 according to IEC 60904-3. 2800 Wlm', NMOT, specirum AM 15 Ocells PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRAIDWNCE Ko +! «.�• At least 98.5% of nominal power during first year. Thereafter max x ' o33% degradation per year At ` a' least 95 53%of nominal power 1M _ 3 up to 10 years. At least 90.58 'b Of nominal power up to 25 years. w a W � _ All data within measurement V - tolerances. Full warranties in a a accordance with the warranty i c ee terms of the Ocetls sales � ' y •' organisation of yow respective cWntry. 'Stantkrd terms of guarantee far the 5 w rompar.es wo the highest produa,an rapealy n 2021 Ir ebruary 2021) TEMPERATURE COEFFICIENTS Temperature Coefficient of Ix a (' /Kj Temperature Coefficient of I]_ y I%fKj ■ Properties for System Design T,prai modirle oedi,,-nce i-ser nor riredwlce IoMg- x, comparison to SIC carmewa r25*C. IOOO wire) n7.C4 Temperature Coefficient of V_ -0.31] Nominal Module Operating Temperature 13 [WKI -0.24 wM{',T rFl 109t5.4 (43 t 3'4Z) Max mum System Voltage Vs,s IV] 1000 (IEC)+1000 (UL) PV module. classification Ctassll Max mum Series Fuse Rating JA DC1 25 Fire Rating based on ANSI +UL 61730 C I TYPE 2 Max. Des'gn Load, PuSh/PuIP ;Ihsrft'j 113 (5400Pa)150 {2400Pal Permitted Module Temperature -40T up to i 185'F O Max. Test Load, Push/Pule ;Ibtrit'] 169(8i00Pa}r751,3600Pa) on Contin uous Duty (-40'Cuptot85°C) ' See Installation Manua ■ Qualifications and Certificates Ou lity C, C rolled lianr, Quality Controlled PV 7L1V Rheinland, IEC 61215:2016.1EC 61730:20t6. E U.S. Patent No.9.893.215 (solar Celts)- y �'1 F2 CCCCJJ5 e 1 0 4 fi q 5 � m Ocells pursues minimizing paper output in consideration of the global environment. Noto: mstatiasaa [ru nseuorre rh , be rdio i cornova ea eeenrneai wince br f1rther non t-t n approved of this prod nra oifl o product, .-13CILL5A-r-iri, 400Specnum Ceder Dmre,Suae MOQavine.CA9261a,U5A "ti r19e97485996il-.ri oar.wiryt:aela.r�dC' iC'i-WAM 3d 983388 c9 cfd Q d 8e%l!�ffi a681