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HomeMy WebLinkAbout23-A079 14 Many Oaks Circle ApprovedTOWN OF YARMOUTH RECEIVED~ 1146 ROUTE 28, SOUTH YARMOUTH, MA 02664-4451 '923'T€ N2 7PM1:t'22 1=f_ �' Telephone (508) 398-2231 Ext. 1292--Fax (508) 398-0836 MAY 2 01b KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE f AKNIOU l r' WAY i APPLICATION FOR OI.D K1NG'S HICaH 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 Building Construction: New Building Addition Alterations Reroof Garage Shed V Solar Panels Other: 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 work: 14 Many Oaks Circle, Yarmouth, MA 02675 _ Map/Lot # 117 / #37 Owner(s): Heather Bish Martin Phone #: (413) 455-6704 All applications must be submitted by owner or accompanied by letter from owner approving submittal of application. Mailing address: 14 Many Oaks Circle, Yarmouth, MA 02675 Year built: 1986 Email: hbish1977@gmail.com Preferred notification method: ✓ Phone Email Agent/contractor: Shawn Dyer Phone #: 401-537-2294 Mailing Address: 33 Broad st suite 500, Providence, RI 02903 Email: maoperatlons@smartgreen.solar Preferred notification method: Phone V Email Description of Proposed Work: Installation of roof mounted solar panels, meter and all work associated with design and plans. Installing 30 panels at 12.00kwdc only. Signed (Owner or agent): Date: 05/18/2023 ➢ Owner/contractor/agent 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 jpspection by OKH. OKH-approved plans MUST be available on -site for framing & final inspections. Rcvd Date: 15- a3 Amount Liu, Cash/CK *: " o� Rcvd by: 45Days: Approved Approved with Modifications Denied Reason for Denial; Date Signed:% g4yx�'-TOWN OF YARMOUTH 0OLD 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 _� t-� `I�3►�1�1 Cy")t S Gi r Map/Lot CIA # ..3-f� n� Approval Date: I 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 issuance of an Occupancy Permit or final inspection approval. I have read and understand the above statements. Date: Hez, n7YARMU ned: ��, Smart Green Solar (Owner/Contractor/Agent) Ap Jhed: (Chairman, Old King's Highway Committee) H IOKH CON MiTTEESRpphcation Forms%tatement of Understanding 2015 docx Updated 1212015 d3._ADIq Telephone (508) 398-2231 Ext, 1292 Fax (508) 398-0836 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE 45-DAY TIMEFRAME WAIVER Application #: zl­ Ao')q Project Address: 14 Many Oaks Circle, Yarmouth, MA 02675 Application Received Date: 22 45 Day Decision Deadline: 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: Installation of roof mounted solar panels, meter and all work associated with design and plans. Installing 30 panels at 12.00kwdc only. Date: 05/25/2023 ECRi 1) MAY 2 5 2023 r' iNIUIUU I r Signed: Owner Heather Bish Martin Owner �, b r Contractor/Agent APPROVED TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE 2023 MEETING SCHEDULE JUN 2 6 2023 YAHIA00-1-I a,?qO71 TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE ABUTTERS' LIST Applicant's (Owner) Name: 0' Property Address/Location: 1 _mwoj pa��j OV-4-Le Hearing Date � I�?4i23 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 Map Number Lot Number Applicant Information: Abutter Information: kE__CF1VED MAY 2 5 2023 r ARMUu"T i-, 3UN 2 6 202 j Y`p,��vluu,�ruwaY ' 1 s oob' !I Li 1 3 -V (, S I� 8.2018 3 O Y` Rt a� Application #: TOWN OF YARMOUTH 1146 ROE'TE 28, SOUTH YARMOUTH, MASSAC"USE"[TS 0266 t-4451 1171 401 ! 1 FINNERTY RICHARD P FINNERTY EILEEN A 18 MANY OAKS CIR YARMOUTH PORT, MA 02675 1171 391 1 1 WHITTEN WILLIAM WHITTEN JENNIFER M 275 WEIR RD YARMOUTH PORT, MA 02675 1171 381 1 1 MELLACE FRANK JR MELLACE LYNNE J 8 MANY OAKS CIRCLE YARMOUTH PORT, MA 02675-2514 1171 371 1 ! BISH HEATHER K 14 MANY OAKS CIR, YARMOUTH PORT, MA 02675 1171 36! 1 ! DOCKHAM ROBERT G DOCKHAM JO ELLEN L 23 OFF MANY OAKS CIRCLE YARMOUTH PORT, MA 02675 1171 351 1 1 GUTIERREZ RAFAEL JR GUTIERREZ LORI ANN 21 MANY OAKS CIRCLE YARMOUTH PORT, MA 02675 1171 331 1 1 JACOBS MICHAEL C JACOBS LISA A 3A VINTON RD CHARLTON, MA 01507 Please use this signature to certify this list of properties directly abutting and across the street from the parcel located at: 14 Many Oaks Cir., Yarmouth Port, MA 02675 Assessors Map 117, Lot 37 Andy M hado, Director of Assessing June 8, 2023 RECRVED JUN 0 8 2023 r AHNiUU I ri 3 KING'S HIGHWAY :,J121� APPROVED JUN 2 6 2023 YARMOUTH KING'S HIGh ►ti ,1 N r� Y C 7 J3 co 0 d' 2 Q w Lp fh N N U7 t� a a �° gf� P CD x ti o` ur �° U Y 57 rn Ln s � a �r8 � O cS �dn P> Z �4 a i i RECEIVED MAY 2 5 2023 rAHMOUI-Vi OLD KING'S HIGHWAY APPROVED JUN 2 6 2023 YARMOUTH Y C O N Aurora Shade Report Customer (none) Address 14 Many Oaks Cir Yarmouth Port, MA 02675, USA Annual irradiance L OVED 6 2023 OUI-h S HIGHWAY � Designer organization Rahul Singh Design Works Coordinates Date (41.700057,-70.206022) 20 April 2023 RFGEIVIED MAY 2 5 2023 rAHNIOU1 t oLn kiAlf;'C wit--L1IAJA•. kWh/m2/year 2,450 or more 2,100 1,750 1,400 1,050 700 350 0 Summary Array Panel Count Azimuth (deg.) Pitch (deg.) Annual TOF (%) Annual Solar Access (%) Annual TSRF (96) 1 16 164 20 96 56 54 2 6 164 20 96 57 54 3 4 344 20 67 46 30 Weighted average by panelcount - - _ 54.4 50.2 Monthly solar access (%) across arrays Array Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1 22 40 58 69 66 64 65 67 62 44 30 15 2 33 45 58 65 65 63 64 64 62 46 34 29 3 33 30 29 44 54 59 57 47 31 28 33 35 1 /3 powered by aurora Customer Designer (none) Rahul Singh Address Coordinate: 14 Many Oaks Cir (41.700057, Yarmouth Port, MA 02675,USA Zoomed out satellite view 3D model with LIDAR overlay �� 17 ft Organization Design Works ,l RROVE[ pril2023 aUN 2 6 2023 YARMOUTH KINGS HIGHWAY 3D model 2/3 R1FCEf11I j MAY 2 5 2023 powered by = aurora Customer (none) Address 14 Many Oaks Cir Yarmouth Port, MA 02675, USA Designer Rahul Singh Coordinates Organization Design Works Date (41 700057,-70.206022) 20 April 2023 Street view and corresponding 3D model 14 APPRAISED JUN 2 6 2023 >: ARIVIUU I r� ill n KINr.'.c W.'WIuev f I, Rahul Singh, certify that I have generated this shading report to the best of my abilities, and I believe its contents to be accurate. 3/3 REeFivED . MAY 2 5 2023 r titlIVIOU'i r1 IIhlf.ln , '.— powered by = aurora a�-MY-71 VUYSSUNG C4NSULTTNG Scott E. Wyssling, PE Coleman D. Larsen Gregory T Elvestad, PE 76 North Meadowbrook Drive Alpine, LIT 84004 office (201) 874-3483 swyssling@wysslingconsulting. com May 8, 2023 RE(!Eivj=r) Smart Green, Inc. APPROVED 33 Broad Street, Ste. 300 MAY 2 6 2023 Providence, RI 02903 J U N 2 6 2023 OLD KINGS HIGHWAY YAHKAOUT H OLD KING'S HIGHWAY e: Engineering Services Martin Residence 14 Many -Oaks Circle, Yarmouth, MA 12.000 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 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: Prefabricated wood trusses at 24" on center. All truss members are constructed of 2x4 dimensional lumber. Roof Material: Composite Asphalt Shingles Roof Slope: 20 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 7-10 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 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 5/,6" 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/", 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 Shs" diameter lag screw 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 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 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. V tt�y yours, Scott E. Wyssli PE MA License No. 505 COA # 001629764 RECCI y ED MAY 252OER i An1V1VU i i . OLD KING' $ fil FfWAY APPOOV nU l SlS� 2 6 20�3 1 YA4�MOL1-f �usnlAY Wyssling Consulting, PLLC 76 N Meadowbrook Drive, Afpine UT 84004 Massachusetts CDA #M624764 Signed 5/08/2023 �YSSLiNG corsvirNG nssrs3n aol3vaiNo3 '06"L£(LOP) E06Z01833N3LIA0ad a 6" n WOW �isw6oLL6 LUs!qu :11ew3 tr -99b (M?) : #'Hd W ( w _r w� QOOE 31S ^ VV4 `HiOOVY8V l a a ya,MZ0 91/tlWS 1 80 SWO-ANM 44 w w xONN33a z " 3� - 30N301SEH ¢ N ¢ T N N�oSuaa�g}�ews N a o o d NII�JVIN HSIG'i3HiV3H REC MAY 5 202' o F0 -5 y z I n �VU I rl j m Fd- )KIN S HIGH �=�:. 0 Z a g ❑0 0 < W O U w 7C LLJa m o z z a o m y Z w a d 2067 W F (3o W Z 0�z N o U LL 2 G 4 W `p N LU LU prkUU a UD W a N w O z 0 w O Z H a p V � W Y V d 2 d y d d 7 d 3 W r [r x W F_ O ❑ H z IW- W r W a m z0 O W W a U y W U y F Z j W 4: WL� r m J 1 IX O Q d v m o}N381u H U 0 O U N F w �YRyWai Oa z QoaF❑ C ti = R U W r W Z P v a m W r 7F W OFxO 040rQlw z ' ❑ 7 U v Or(71W 00 ]C O a z z ❑ a D O O F i W }+ J W o w Oi. y LL J U W w a OaM ocYn W.LU 0�7 a Z__a_a rPjpsiFs y wm�H7h F w �z8 W a F- N m O W W U z m H W m r f V W w s W O O j ❑ ;= a c W 00. y g 0. 0 J 7 >> e y w x z a 7 O y ❑ w X a Q }y N a r Z 7 A m H W D m a 0 H 0 K M a J a U W W � z (:) ; N y J~ m w❑ ❑ m W J W W O W W W a m a W? 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