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HomeMy WebLinkAboutBLD-23-000437 Lmgi' T r , „:,:: i v E D ,,, 1 1 O & TWO FAMILY ONLY- BUILDING PERMIT JUL 27 2022 Town of Yarmouth Building Department : ot 'r 1146 Route 28, South Yarmouth,MA 02664-4492 P MENT 508-398-2231 ext. 1261 Fax 508-398-0836 _.,,, rB - Massachusetts State Building Code,780 CMR Building Permit Application To Construct, Repair, Renovate Or Demolish :: a One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: ()L D -1 -0 a( 4-3 7 Date Applied: Building Official(Print Name) ignature Date SECTION 1s SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers .3 1 -,ic t•w\\1la()€ 1.1 a Is this an accepted street?yes t/ no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public 0 Private 0 Zone: Outside Flood Zone? Municipal 0 On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Ownerl of Record: #ce j 3 L P oc ��,11 Wine_ N(e ,(Prin(Print) City,State,ZIP 1)J1; K tom.\\ to 11-5 l3-7.'54?' rrNC:�u�r c2 ea-r- i nl< . r e+ No.and Street Telephone Email Adchtss SECTION 3:DESCRIPTION OF PROPOSED\YORKZ(check all that apply) New Construction 0 Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg.0 Number of Units Other Specify: S 0 l-PtIZ__ Brief Description of Proposed Work2: O �ti1 1 I i-►�� �-1�- " cis k), i 4 .V\n-) / .1C. SZ" CGa- eJ C- c ' SECTION 4:ESTIMATED CONSTRUCTION COSTS Estimated Costs: OffciahUse Only Item (Labor and Materials) 1.Building $ 1. Building Permit Fee:$ /5 Indicate how fee is determined: 0 Standard City/Town Application Fee. 2.Electrical $ 0 Total Project Cost3(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ n( 4.Mechanical (HVAC) $ List: t )Lt 5 2 5.Mechanical (Fire $ Total All Fees:$ Suppression) CheckNo. Check Amount: Cash Amount. 6.Total Project Cost: $ )3, g Ot 0 Paid in Full ❑Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 1 CS^ ) LPa3 3 :3 �.5 (Thrl C\- el( iNkl \N \le License Number Expiration Date Name of CSL Holler �5 r ^ - '.� , � List CSL Type(see below) LJ No.and Street 11 Type Description s\ r-)i ,,,"nt� 6 a U Unrestricted(Buildings up to 35,000 Cu.ft.) r R Restricted l&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances Li r3 3 ly -3�15 (l�tc�nf cam NnrrpAir� I Insulation Telephone Email ad ss ,T,,t�yy,(, D Demolition 5.2 Registered Home Improvement Contractor(HIC)`k-) / r 1 lO3oO L 5 •3 a3 l��'(1 �i ifY� C�� HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name )t> :- c .,-11e n U Dr. m'‘onet2 Q nnvi s ero,,iic,-, erne rt_coy,, No.an Street Email edtiress or,n Yv�. Oabb 1 Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes ❑ No 0 SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize j-,n a+ f'y-)f'(:-1-i cry, (�e.(2 to act on my behalf,in all matters relative to work authorized by CA s building permit application. (S-19- (11-1c.f r iis44 -11A5I'' Print Owner's Name(Electronic ignature) Date SECTION 7b: OWNER1 OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. 1/a. Print Owner's or Authorized Agent's Name(Electronic Signature) e NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) , Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" Office of Consumer Affairs and Business Regulation 1000 Washington Street- Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration Type: Corporation Registration: 163006 MY GENERATION ENERGY,INC. Expiration: 05/03/2023 100 INDEPENDENCE DR SUITE 10 HYANNIS,MA 02601 Update Address and Return Card. OMAN of Cpmiumer Affairs Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Corporation before the expiration date. If found return to: Registration Eseirstien Office of Consumer Affairs and Bu Mess Regulation 163006 05/03/2023 1000 Washington Street -Suite MY GENERATION ENERGY,INC. Boston,MA 02118 ANDREW WADE 100 INDEPENDENCE DR SUITE 10 Not valid wIthoUt signature HYANNIS,MA 02601 Undersecretary • Commonwealth of Massachusetts - , Division of Occupational Licerisure tt Board of Building Regulations and Standards t. 1:71 fsup5 Coristi O rv, isor i CS-116232 --„', ,4pires: 03104/2025 .....-:-. CHRISTOPHER J NASHVILLE '3; 485 CENTER:STREET DENNIS PORT MA 02639 :of -Vic -0- ;.-. .rf-if.fret.,A 3' Commissioner ,6--1c mi 41,_ 1,. ........ di *Ili .., Construction Supervisor Unrestricted - Buildings of any use group which contain less than 35,000 cubic feet (991 cubic meters) of enclosed space. /7) 1 / C--' ''''--------- Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For information about this license Call (617) 727-3200 or visit www.mass.govidpt Itii............._ ,_ . ...4 The Commonwealth of Massachusetts Department of Industrial Accidents "! _ Office of Investigations Wait t Lafayette City Center .���"� = 2 Avenue de Lafayette, Boston,MA 02111-1750 Nzatiy. ,k www.mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): My Generation Energy Address:100 Independence Dr,Suite 10 City/State/Zip:Hyannis, MA 02601 Phone#:508-694-6884 Are you an employer?Check the appropriate box: Type of project(required): 1.0 I am a employer with 12 4. ❑ I am a general contractor and I 6 ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' 9 ❑Building addition [No workers' comp.insurance comp.insurance.: required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t c. 152,§1(4),and we have no solar panels employees. [No workers' 13.0 Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Hub International New England LLC Policy#or Self-ins.Lic.#:WC231 S605824031 Expiration Date: 12/1 1/22 Job Site Address: 3OR vi I t e� 1(K,A\ 'La a.•-le . City/State/Zip:A ((ymck kV Y14 ' 6 D L.1 S Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: 4h'GA' r""J2 Date: / a-.7 I .-1 D-- Phone#: 508-694-6884 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(check one): 1❑Board of Health 20 Building Department 3DCity/Town Clerk 4.0 Electrical Inspector 5DIlumbing Inspector 6.00ther Contact Person: Phone#: ,�...1 MYGENER-01 CWOODSIDE ACORE, DATE(MM/DDYYY) CERTIFICATE OF LIABILITY INSURANCE 1/28/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). License#1780862 CONTACT Jim Czura PRODUCER NAME: FAX HUB International New England PHONE (A/C,No,Ext): (A/C,No): 600 Longwater Drive Norwell,MA 02061-9146 E-MAIL im.czura hubinternational.com ADDRESS:) INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Cincinnati Specialty Underwriters Ins Co 13037 INSURED INSURER B: My Generation Energy,Inc.and Luminous Solar,LLC INSURER C: 100 Independence Dr,Suite 10 INSURER D: Hyannis,MA 02601 INSURERS: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO THAT THE POLICIES OF INSURANCE INDICATED. CERTIFY NOTWITHSTANDING ANY REQUIREMENT, TERMI OR DCONDIIT ON BELOWAOF ANY CONTRACT OR OTHER DOCUMENT WITH RESVE PECTTBEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE L ICY PERIOD TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. EFF POLICY EXP INSR ADDL SUBR POLICYLIMITS LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DDIYYYY) (MMIDD/YYYY) A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR X x CSU0181866 1/21/2022 1/21/2023 MAGE PREM SESO(Ea occur ence) $ 100'D00 MED EXP(Any one person) $ 5,000 II—JI PERSONAL&ADV INJURY $ 1'000'000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: 2�OQ�QQQ POLICY X I JECT LOC PRODUCTS-COMP/OP AGG $ $ OTHER: COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY (Ea accident) $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS PROPERTY DAMAGE HIRED ONLY NON-OWNED (Per accident) $ AUTOS AUTOS ONLY $ EACH OCCURRENCE $ 2,000,000 A UMBRELLA LIAB X OCCUR CSU0181868 1/21/2022 1/21/2023 AGGREGATE $ 2000000 X EXCESS LIAB CLAIMS-MADE DED X RETENTION$ 0 $ PER OTH- WORKERS COMPENSATION STATUTE ER AND EMPLOYERS'LIABILITY Y/N E.L.EACH ACCIDENT $ ANY PROPRIETOR/PARTNER/EXECUTIVE N/A (Mandatory in NH)EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ If yes,describe under E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) favor Certificate toadditional ris includis ed as espe the general ot additional insured withliability,respect to the required liail liability, a nrequired by written contract.Blanket waiver of subrogation in tn o r ct. CERTIFICATE HOLDER CANCELLATION THEELLED E ULD ANY EXPIRATION F DATEE BVE THEREOF,ED NOTICEES BE WIILLCBECDELIVERED RIN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Yarmouth 1146 MA-28 South Yarmouth,MA 02664 AUTHORIZED REPRESENTATIVE ?.(..„2" ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD oo•YgR TOWN OF YARMOUTH r.�2o BUILDING DEPARTMENT 'yid 1146 Route 28,South Yarmouth,MA 02664 MArrA "Y 508-398-2231 ext. 1261 Fax 508-398-0836 BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Chapter 40, Section 54 and 780 CMR, Chapter 1, Section 111.5, I hereby certify that the debris resulting from the proposed work/demolition to be conducted at \-)'1F)P .i '\\ Work Address Is to be disposed of at the following location: /66 1,aeerx> Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. Thl -t,ciruit—htkiN),‘,__du /.2 Signature of Application Date Permit No. This Agreement has been executed as of the day and year set forth on the cover page by the Owner and a duly authorized representative of the Contractor. Do NOT SIGN THIS AGREEMENT IF THERE ARE ANY BLANK SPACES MY GENERATION ENERGY, INC. OWNER Signature Signature James Barry Abe Boyle Print Name Print Name 03/09/2022 03/09/2022 Date Date THIS CONTRACT IS TO BE EXECUTED IN DUPLICATE COPIES You may cancel this agreement if it has been signed by a party thereto at a place other than an address of the seller, which may be his main office or branch thereof, provided you notify the seller in writing at his main office or branch by ordinary mail posted, by telegram sent or by delivery, not later than midnight of the third business day following the signing of this agreement. See the attached notice of cancellation form for an explanation of this right. • OLD KING'S HIGHWAY REGIONAL HISTORIC DISTRICT COMMISSION P.O. Box 140.Barnstable,Massachusetts 02630-0140 Tel:508-775-1766 James Barry, Appellant/Applicant Vs. Decision for Appeal No. 2022-3 Old King's Highway Regional Historic District Committee for the Town of Yarmouth On Tuesday. June 14,2022. at 130 P.M. the Old Kina's Highway Regional Historic District Commission.here in after called the Regional Commission,held a public hearing at the West Barnstable Fire Station Meeting Room. 2160 Meetinghouse Way (Route #149). West Barnstable. Massachusetts, on Appeal No.2022-3 filed by James Barry. hereinafter after called the Appellant/Applicant. seeking reversal of the Town of Yarmouth Old King's Highway Regional Historic District Committee,herein after called the Yarmouth Town Committee,denial of a request for Certificate of Appropriateness (Application#22-A052) for the placement of twenty (20)black rooftop solar panels on the rear roof of a dwelling located at 32 Whippoorwill Lane. Yarmouth Port. Massachusetts and identified as being shown on Town Map 149 Lot 20. The Yarmouth Town Committee's decision was filled with the Yarmouth Town Clerk on Tuesday. May 10.2022.The Appeal Petition was filed with the Regional Commission on Thursday, May 19,2022,within the ten-day appeal period. Present at the public appeal hearing for the Regional Commission were Chairperson William E Bohlin of Dennis; Member Robert Wilkins of Yarmouth; Member James Trabulsie of Brewster: Member Peter Williams of Sandwich; Member Elizabeth McCarthy of Barnstable; Member Ronald Mgrdichian of Orleans;and James R. Wilson, Commission Administrative Counsel. Present for the Appellant/Applicant were the solar company representative Abe Boyle of My Generation Energy.and James Barry,the Appellant/Applicant Background 1.)The Regional Commissioners had reviewed the Application with specifications. pictures, and diagrams showing the proposed location on the back roof for the 20-rooftop solar panel array,the Yarmouth Town Committee's denial for being visible from Windswept Path,Abutter's List.Appeal Petition. and the video and approved Minutes of the May 9,2022,Yarmouth Town Committee public hearing. 1 2.)The Regional Commissioners had individually visited the site and observed the view from 32 Whippoorwill Lane and Windswept Path of the proposed location for the solar panel array. A ellan_piPliC-#11..—.—t's Pjs§saq, Abe Boyle of My Generation Energy addressed the Regional Commissioners on behalf of the appeal. He presented picture images of the public's view from Windswept Path and suggested that the appearance of the solar panel array would be largely screened and hidden by vegetation and the existing 2-story house with attached garage located at 23 Windswept Path. He claimed that the public's view of the rooftop solar panel array would be minimal He alleged that the public streets in the area were isolated and remote with very little traffic. He suggested that the vehicle and pedestrian traffic would be looking at the marsh on the opposite side of Windswept Path. He concluded by inferring that the Yarmouth Town Committee had exercised poor judgment in denying the application and requesting that the Regional Commissioners reverse the Yarmouth Town Committee's determination to deny Application#22-A052. Yarmouth Town Committee's Presentation: Robert Wilkins of the Yarmouth Town Committee began his presentation by stating that the Yarmouth Town Committee had approved about eighty percent(80%) of the solar panel requests that had been presented for review. He claimed that the Yarmouth Town Committee supported the use of solar energy and had a good record of trying to work with homeowners and their agents to find a reasonable compromise for the approval of requested solar panel array projects within the historic district. He disputed the opinion that the Yarmouth Town Committee had made a mistake or exercised poor judgment in denying the application. Mr. Wilkins pointed out that the trees and shrubs in the area were mostly deciduous and suggested that during the winter months the rooftop solar panel array would be much more visible. He stated that there were no other visible rooftop solar arrays located within the neighborhood and expressed concern that the approval might become the basis for the future approval of more visible rooftop solar panel arrays. He concluded by indicating that the Yarmouth Town Committee's opinion to deny the project was based upon the scenic beauty of the neighborhood and the belief that the rooftop solar panel array would appear incongruent within the scenic setting. Public Comment: Chairperson William E. Bohlin announced that the Regional Commission had not received any letters regarding the appeal. He requested public comment and there was none. Appellant/Applicants' Rebuttal&Conclusion: Abe Boyle acknowledged that the solar array would have limited public visibility from Windswept Path but repeated the claim that it would be located in a very remote part of the historic district and observed by a very small number of people. He reminded the Regional Commissioners of the need to address climate change and the importance of permitting homeowners to invest in the use of clean energy. Yarmouth Town Committee Rebuttal & Conclusion: Robert Wilkins summarized the points made in his presentation and repeated a concern for the protection of the scenic appearance of the residential neighborhood. Commissioner Trabulsie of Brewster asked if there were any photographs showing the level of screening of the public's view from Windswept Path before the seasonal leaves substantially obscured the view of the Appellant/Applicant's rear roof. Both Mr. Boyle and Mr. Wilkins indicated that they were not aware of any pictures of the rear roof taken at a different time of the year. Closure of Public Hearing: Chairperson Bohlin announced the closure of the public hearing and stated that the Regional Commissioners would attempt to decide the appeal. Regional Commission Discussion: Commissioner Mgridichian of Orleans began the discussion by expressing the opinion that observing the site he would have denied the placement of solar panels on the front of the house and approved the application as submitted for the rear of the house.He indicated that he felt that the application ought to have been approved. Commissioner Trabulsie of Brewster stated that he agreed with Mr. Mgridichian's opinion and suggested that he felt that the application for the rear roof location meets the criteria of havinti. a"minimum visual impact on the surrounding neighborhood. ' Commissioner Williams of Sandwich indicated that he agreed with the comments of Mr. Mgridichian and Mr. Trbulsie and suggested that he believed that when the homeowner 3 makes reasonable accommodations to conceal the solar panel array.the application ought to be approved. Commissioner McCarthy of Barnstable reported that her site visit observations from Windswept Path indicated that the rear roof was only barely visible from the Street. Chairperson Bohlin of Dennis stated that he was in complete agreement with the observations and comments of his fellow Regional Commissioners. He indicated that he believed that the determination by the Yarmouth Town Committee should be annulled and Certificate of Appropriate (22-A052) issued to the Appellant/Applicant. Administrative Counsel Wilson prepared and submitted a set of draft findings and motions for the Regional Commissioners to review and act upon. After review and minor editing,the following findings and motions were adopted by the Regional Commission as indicated: Commissioner Elizabeth McCarthy moved, seconded by Commissioner Trabulsie that the following findings of fact be approved and incorporated into the Regional Commission's decision. The motion was adopted by a vote of 5-0-1. (McCarthy,Trabulsie. Mg,rdichian. & Bohlin. in favor; None,opposed; Wilkins. abstaining) The Zeuiotin sl : 1.The project consists of a request to install twenty (20)black rooftop solar panel modules on the rear facing roof of the dwelling located at 32 Whippoorwill Lane, Yarmouth Port,Massachusetts and being shown on Town Map 149 as Lot 20. 2. The twenty (20)black solar panel modules located on the rear asphalt shingled roof of the dwelling will be partially visible from Windswept Path. 3.The partial visibility of the solar panel modules gives the Yarmouth Town Committee jurisdiction and the authority under the Old Kings Highway Regional Historic District Act to determine the appropriateness of the appearance of the proposed rooftop solar panel array. 4.The remote location of the proposed area for the rear roof solar panel array and its limited public visibility will result in a minimum visual impact on the surrounding neighborhood. 5. The Yarmouth Town Committee exercised poor judgment in denying the submitted application for the proposed solar panel array. 6. The Yarmouth Town Committee decision denying approval of the proposed solar panel array should be annulled and a Certificate of Appropriateness issued for the application as submitted. Re ional Deternthiatian: Commissioner Trabulsie moved seconded by Commissioner McCarthy,that the Regional Commission vote to annul the decision denying the Certificate of Appropriateness(22- 4 ;, ,VECTOR E f'I G I n E E R S VSE Project Number:U3232.0553.221 July 19,2022 My Generation Energy ATTENTION:Nathaniel Blois 100 Independence Drive,Suite 10 Hyannis,MA 02601 REFERENCE: Barry-Kellog Residence:32 Whipporwill Lane,Yarmouth,MA 02675 Solar Array Installation To Whom It May Concern: We have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review,we conclude that the existing structure is adequate to support the proposed solar panel installation. Design Parameters Code:Massachusetts State Residential Code(780 CMR Chapter 51, 9th Edition(2015 IRC)) Risk Category:II Design wind speed,Vult: 140 mph(3-sec gust) Wind exposure category:C Ground snow load,Pg:30 psf Flat roof snow load,Pf:25 psf Existing Roof Structure Roofing material:composite shingles Roof pitch:4:12 Garage:2x8 rafters @ 24" O.C. Main Home:2x8 rafters @ 16"O.C. Connection to Roof Mounting connection:(1)5/16"lag screw w/min.2.5"threaded embedment into framing at max.48"o.c.along rails Install(2)rails per row of panels,evenly spaced;panel length perpendicular to the rails shall not exceed 70 in Rail cantilever shall not exceed 33%of connection spacing Connections shall be staggered so as not to overload any existing structural member Conclusions Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. See attached calculations. 651 W.Galena Park Blvd.,Ste. 101 Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com , VSE Project Number:U3232.0553.221 Barry-Kellog Residence E C'T C) R 7/19/2022 Ens t n E ERB The solar array will be flush-mounted (no more than 10" above the roof surface) and parallel to the roof surface. Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind(uplift), the governing load case. Increases in lateral forces less than 10%are considered acceptable. Thus the existing lateral force resisting system is permitted to remain unaltered. Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor must notify Vector Structural Engineering, LLC should any damage,deterioration or discrepancies between the as-built condition of the structure and the condition described in this letter be found. The use of solar panel support span tables provided by others is allowed only where the building type, site conditions, site-specific design parameters, and solar panel configuration match the description of the span tables.The design of the solar panels,solar racking(mounts,rails,etc.)and electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar array. Vector Structural Engineering shall be notified of any changes from the approved layout prior to installation. VECTOR STRUCTURAL ENGINEERING,LLC AN.' 4F 4.SS4. JAG',: tiGN 07/19/2022 Jacob Proctor,P.E. MA License: 54953 -Expires:06/30/2024 Project Engineer Enclosures JSP/dhm 651 W. Galena Park Blvd.,Ste. 101 Draper, UT 84020 T(801)990-1775 F(801)990-1776/www.vectorse.com JOB NO.: U3232.0553.221 , cToR SUBJECT: WIND PRESSURE i r1 S I FI S E R S PROJECT: Barry-Kellog Residence Components and Cladding Wind Calculations Label: Solar Panel Array Note: Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 140 Notes: Exposure Category: C Risk Category: II ADDITIONAL INPUT & CALCULATIONS: Height of Roof, h [ft]: 25 (Approximate) Hip? Comp/Cladding Location: Gable/Hip Roofs 7°<8<_27° No Enclosure Classification: Enclosed Buildings Zone 1 GCp: 0.9 Figure 30.4-2B (enter negative pressure coefficients) Zone 2 GCp: 1.7 Zone 3 GCp: 2.6 a: 9.5 Table 26.9-1 zg [ft]: 900 Table 26.9-1 Kh: 0.95 Table 30.3-1 KZt: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 40.3 Equation 30.3-1 GCp;: 0 Table 26.11-1 PRESSURES: P =qh[(GC p)—(GC pi)l Equation 30.9-1 Zone 1, p [psf]: 36.1 psf(1.0 W, Interior Zones, beyond 'a' from roof edge) Zone 2, p [psf]: 67.2 psf (1.0 W, End Zones, within 'a'from roof edge) Zone 3, p [psf]: 104.8 psf (1.0 W, Corner Zones, within 'a' from roof corner) (a= 3 ft) • JOB NO.: U3232.0553.221 SUBJECT: CONNECTION AVECTOR E ri e r n E E a S PROJECT: Barry-Kellog Residence Calculate Uplift Forces on Connection Pressure Max Trib. Max Uplift Max Trib. Width 2 (0.6 Dead -0.6 Wind) Area Force (psf) (ft) (ft2) (Ibs) Zone 1 19.8 4.0 11.7 231 Zone 2 38.5 4.0 11.7 449 Zone 3 61.1 2.0 5.8 356 Calculate Connection Capacity Lag Screw Size [in]: 5/16 Cd: 1.6 NDS Table 2.3.2 Embedment3 [in]: 2.5 Grade: SPF (G = 0.42) Nominal Capacity [Ibs/in]: 205 NDS Table 12.2A Number of Screws: 1 Prying Coefficient: 1.4 Total Capacity [Ibs]: 586 Determine Result Maximum Demand [Ibs]: 449 Lag Screw Capacity [Ibs]: 586 Result: Capacity > Demand, Connection is adequate. Notes 1. 'Max Trib. Width' is the width along the rails tributary to the connection. 2. 'Max Trib Area' is the product of the 'Max.Trib Width' and 1/2 the panel width/height perpendicular to the rails. (2) rails per row of panels. Length of panels perpendicular to the rails shall not exceed 70". 3. Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective.The length of the tapered tip is not part of the embedment length. , . ‘ JOB NO.: U3232.0553.221 SUBJECT: GRAVITY LOADS , , ,V E E r1 G 1 n E E R s PROJECT: Barry-Kellog Residence GRAVITY LOADS Roof Pitch: 4.0 :12 Design material Increase due to Material weight ROOF DEAD LOAD (D) weight [psf] pitch [psf] Composite Shingles 2.1 1.05 2.0 1/2" Plywood 1.1 1.05 1.0 Framing 3.0 3.0 Insulation 0.0 0.0 1/2" Gypsum Clg. 0.0 1.05 0.0 M, E & Misc 2.0 2.0 Total Existing Roof DL 8.2 PV Array DL 3.2 1.05 3 ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psf] 20 ASCE 7-10 Table 4-1 Roof Live Load With PV Array [psf] 20 SNOW LOAD (S): Existing w/ Solar Array Roof Slope [x:12]: 4.0 4.0 Roof Slope [°]: 18 18 Ground Snow Load, pg [psf]: 30 30 ASCE 7-10, Section 7.2 Terrain Category: C C ASCE 7-10, Table 7-2 Exposure of Roof: Fully Exposed Fully Exposed ASCE 7-10, Table 7-2 Exposure Factor, Ce: 0.9 0.9 ASCE 7-10, Table 7-2 Thermal Factor, Ct: 1.1 1.1 ASCE 7-10, Table 7-3 Risk Category: II II ASCE 7-10, Table 1.5-1 Importance Factor, Is: 1.0 1.0 ASCE 7-10,Table 1.5-2 Flat Roof Snow Load, pf [psf]: 25 25 ASCE 7-10, Equation 7.3-1 Minimum Roof Snow Load, pm [psf]: 0 0 ASCE 7-10, Section 7.3.4 Unobstructed Slippery Surface? No No ASCE 7-10, Section 7.4 Slope Factor Figure: Figure 7-2b Figure 7-2b ASCE 7-10, Section 7.4 Roof Slope Factor, Cs: 1.00 1.00 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, Ps [psf]: 25 25 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 25 25 \ LO\ @@@ / \ @ ; ; @@ $ 4 ! ) , a y k±\ \ \ \ \ \ \ \ \\ \ \ \ \ \ \\ ) \ / co co \ : : ; : ! « 2 § § 5 } \ j /\ 2 ) /\ � E � � � } \} j ( \ \ \ // ) / 2fa a CO CO \ ,o_ _ ; ) \ : : Co a\ 05y [ k ;} :/ sl\ \ / . o ! w@ , % 500 /y _ i LL' , ; ; JJ @ _ : ff ) / ) / / R \ \ \ § \ \ ) ( ( ( E* CD CO /I z _, 2 / k° Co ce / } / 0 Cr) 1. 7 \ J- _ c DC CRITERIA § "_mm _ w m \ / 2 ] co CD \ \ / #PLIES= ‘----- CS m y/]//0 — )j)// 3»£ _ ct(A,B) — 0 �` ))) �` � � a))\ ° \ 0`0_ O0 )/)\ _ i — `li__ui / -o 2/£ _ E _ _ _ / \/+ _ 0 2 )/£ " \ Ill § k = -Liq \ I § r" - ( { § ) 3 ƒ Barre-Kellog Site Photos 32 Whippoorwill Lane, Yarmouth, MA INK., P' 4IP *MOP 1,1tr'* :40-4, , * 4"4 40 - w 4itippi ' 4 4, R i�5�w YsT AA ice ; _ . , .1 ,-,- , 4if A , , i4 i , e i 4 , / 4f fie„ - - ''`.. - =, it• it Iii p. i 4r4;, kvi. e- ` ' 4 , , ,,,, A ri7 ' A i * „ �_ . t,400 iir fs 4. -ems . , Location of 20 REC 405s Enphase IQ 8+ Garage array, rafters are 2x8" 24" on Garage array, rafters center. Roof is a 4 pitch. are 2x8" 16" on center. Roof is a 4 We will not exceed 2 feet on our Ifoot pitch. penetrations on this portion of the array. Barre-Kellog Site Photos 32 Whippoorwill Lane, Yarmouth, MA va „ Garage rafters 2x8 24" on center with = 1 �_ max span or 8 ft �`, f � � 45 F 9Sa p8 't. y `sir .,fit s'.,4 n � ' Dormer rafters. F 2x8 16" on center with max `` span of 11' r� y Location of 20 REC 405s Enphase IQ8+ Maximum Span based off of Snow load, Exposure Category, Pitch and wind. Maximum Rail Spans(Inches) SnapNrack UR-60 Rail Flush-Mount on 0 to 30 Foot Roof--Bin 5--60-Cell Ground Exposure Wind Speed > 110 mph 115 mph 120 mph 125 mph 130 mph 135 mph 140 mph Snow Load Category Panel Angle RoofZone-> 1/2/3 I/2/3 1/2/3 1/2/3 1/2/3 1/2/3 1/2/3 0t07 All Mounts 77/77/77 77/77/77 77/77/73 77/77/67 77/77/61 77/77/57 77/77/52 7t027 All Mounts 82/82/82 82/82/82 82/82/78 82/82/72 82/82/66 82/82/61 82/82/56 g 27 to 45 All Mounts 103/103/103 103/103/103 103/103/103 103/103/103 103/103/103 101/101/101 99/99/99 . 45 1090 All Mounts 117/117/117 117/117/117 117/1.15/115 115/111/111. 111/108/108 . 107/106/106 104/103/103 01o7 All Mounts 77/77/61 77/77/56 77/77/51 77/75/47 77/60/43 77/63/40 77/59/37 30 psf 7 to 27 All Mounts 82/82/66 82/82/60 82/82/55 82/79/50 82/72/46 82/67/43 82/62/40 27 to 45 All Mounts 103/103/103 101/101/101 98/98/98 96/96/96 94/94/94 92/92/92 90/88/88 45t090 All Mounts 111/108/108 107/105/105 103/102/102 99/94/94 95/86/86 92/80/80 89/74/74 0to7 All Mounts 78/78/51 78/75/47 78/68/43 78/62/39 78/57/36 78/53/33 78/49/31 7 tr_27 All Mounts 85/85/55 85/79/50. 85/72/46 85/66/42 85/61/39 85/56/36 84/52/33 All Mounts 100/100/100 98/98/98 95/95/95 93/93/93 90/87/87 88/80/80 85/74/74 +;:90 All Mounts 103/102/102 99/94/94 95/86/86 91/79/79 88/72/72 85/67/67 80/62/62 FnGF%7C)NF 2 f%'�'j'%'r0�ffr�Ir f fl11 S�g1Y'YJ (10/ii(i elf/ ' �'±:: o CORNER ZONE 3;— / / r r /r Ira rrr rrrr. rrrrr_ ii rr r E �/ raj SEE DETAIL FOR / / V CORNEN MOUNT LOCATION / / 7rlNF q / ��. $ SEE DETAIL 8 ! x S INTERIOR ZONE_l,� •� 4) ! FOR MOUNT z O` tG-', 0 / LOCATION w• WHERE ROOF SLOPE 9'' l o ; EXCEEDS 7 DEGREES, / ° // �4i�O// e7 THIS AREA SHALL 8E /777/ j ��• TREATED A5 BONE 3. ��0111II� �� I %i! /1i��%7! � INTERIOR ZONE j LESS,USE ZONE 2 a'D"% //! 1///11/l�/!// �,% / i it / .'e d 0f _ GABLE r�- RIDGE j �' O rr9 HIP �� silti F 1 tIATCHED AREA , r%�-J cSt,e r 1 9 I ti n INTERIOR ZONE ? / 1 1 INDICATES"a*in DISTANCEiP 0,/10 m MINIMUM OF 3'-t}" ����� ///// ///////////// ///// ///////////, /i////t// /////// / .,//.'►,��} p� :VA ri r r r,. r srrI r Ara' Am. .p •./ //////// / ////// / //// /////// // / /// /.////// / / y��. I —WALL d"OF,:3'-0"MIN Figure 2: Roof Edge and Corner Zones Solar panel = 45 lbs per module 20 Modules =10681bs Inverter = 4.4 lbs per module Projected Area of Array =400 Associated hardware = 4 lbs per module Added dead load = 2.71 psf Total = 53.41bs per module Ground snow load = 30 psf Roof Zone Corner Edge Interior Max. SnapnRack rail 74" 74" 85" Span Max. Cantilever 24" 24" 28" Roof Attachments sio4.44AcK Orint I.FOOT--‘ CHANNEL MUT - ' '' ''f,li.,, `% &iLtiir,,D.Ssa,t1L T AND y, .1TZ4-04-fer. - ,':i7,-;* ' --,;,-.-,..,..1,,,:**al%Y.-: SNAPYRACK ,. . „,; *C.,YM-M„4,,,:- STA.NDARD- SS.FLAME MIT ,• ;- .,'-k. n. ......., ... % ... .,. s.cavostriat+____ 11161,7,,tipP. k S.S.LAG SCREW'WIT If FLAT VAZI-ER , y MCC ENGINEER EYE DOCUMENTS FON----_,„ T EWE MINT RE OUCREMENTS-e.5., 1.0i FRMFY.fliT TS TYPEALY 40'11' je 4.4'.4.4YkY* lt,,,,,,,:%,0 SNA.NRACK L FOR RASE t SEAL POE TAMEN AIDS UNDER RASE VITA '0 M.PATJARIATE MIF SEALANT REEF DECK:WE TY. .ses RAFTER TYR [67,81/4 - 1723.0810 [33.991 [0 Sift] . 861.Ssnm 20 Strom - • 1 - • 1 , ) A A 8 A A , I E------II NECATIVEil 120130,14193191 [44.616] 0 1133 Otron POSMVE(+) 1 1200mini19 71111 1 , 1 I I 1 A A, A A ] i '' 2 Is! 49 i I/ - - • [ [39 Om]0 Sin 990 Omm 20 Setm [S5 tin] 3400.0mon UN INC SLOTS 13' 0 9,,nnelstoti 9ancra 154m,I X 14.min40 S51181 2X GROUNDliC HOLE 8X MO ‘,„o " gym I s w a L. .@fova I 0 . wooir i � � � oLLd T �w -o 3 u ° m T 3 I • t • s 1 i/ ai • 1 1, • ell _ gar,ig$010 • t i r O a. t 1 i I . $ m � • n i t 3 i E co CD 0 co U +-+ U a) W a) J I a c 0 cs N .L Z'c�u z N wa v 4 5 c `w"C a � 4 w QN 111111 } III SoLL 3 i �mW o aQ � L auW .a ✓ v v w 2 p_ m w io N t'i i a— if —11F-- 1 1 ill , 31 i i r------4-4 411). , Mom+ Y....e� 1 a e ii of... a 0. i (It'l � o zg 1 1.....0..... ki/Mill 1111 :7_1- zJ a t II E n3 L. bip CZ 0 CD U -N U W a) C J I a) C 0