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HomeMy WebLinkAboutBLD-23-0003691 • . 0v—f.9R BUILDING PERMIT APPLICATION 2 0€2 -1.-,„ APPLICATION TO CONSTRUCT, REPAIR, RENOVATE , CHANGE THE USE, OCCUPANCY OF, ; C OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING. Q i-- t' M4TTAC+.,�[(j- TownTowncif larmouth Building Department iIw �,C ..,.•VP' 1 146 Route `8 • Yarmouth, MA 0266-I--H92 ILI> 1 f6.4 I i.. Tel: 508-398-2231 ext. 1261 Fax 508-398-0836 L .I 1 c) 1 . Office Use Only Planning Hoard Information Assessors Department Information: ermit No • . at O nO Date Plan Type_ Map Lot 0 j i ermit Fee $ (S�-6�+e Endorsement Date — Recording Date New w posit Rec'd. $ �,[C Date's �') Plan No. 1.4 Property Dimensions: Net Due $ Other Lot Area(sf) Frontage(ft) Lot Coverage This Section for Office Use Only Building Permit Number. 6 •-23 -OL L 'Jt Date Issued: Signature: -�---' C.f'i 1 — I, Certificate of Occupancy Buil Official • Date• is Is not required Section 1 - Site Information 1 1.1 Property Address: 1.2 Zoning Information: Q.3 Rte ag- sire. Zoning Distrilct� Proposed Use 1.3 Building Setbacks(ft) ' D•S e r�� Front Yard Side Yards Rear Yard Required Provided Required I Provide __ Required V ' ► 4 Provided 1.4 Water (M. .1,...c.40.S 54) 1.5 Flood Zone Information: Comments Public 1 Private Zone: _ BEE: IV-6 . Section 2 - Property Ownership/Authorized Agent 2.1 Owner of Record: L d-Vi oco(t ok ( o k s)eT-V. 15 6ranwooci Dr t Raw'iok 001(AS Name(print) i Mailing Address: Co 04.(A--; ncLA, 6-0$--7740-00(ay Signature Telephone Telephone Email Address: / 2.2 Authorized Agent: -a�� b - �a 5cAtQ-- _ s Oile � st- � a Name (.rint) , n� d 3�' Mailing Address: r� 11 e-- Alt" -)FHB 1 e;lsoLc easola lrupe.c natu Si ��' dM g „S Telephone Fax Email Address: j Section 3 - Construction Services 3.1 Icensed Construction Supervisor. Not Applicable IDaSo" S 1bcA - Ca, St Aikr 0 License Number Address o a ` lb. �� r Expiration Date Signature Telephone f-I f.i'/cj p Email Address COMMERCIAL ONLY- BULDING PERMIT APPLICATION REGULATORY APPROVALS NOTICE Address of Proposed Work: IY./ 3 Scope of Proposed Work: So ,( ?(OVAA) , �3 pf\e\ coo (1rlou 1 cL,t \n rnoul r1k- ) Date: T fis-I as Based on the scope of work described above, the applicant is required to obtain approval sign- offs from the following departments as checked-of below: Health Dept. —508-398-2231 ext. 1241 Conservation —508-398-2231 ext. 1288 Water Dept. —99 Buck Island Road, 508-771-7921 Old Kings HWY. Hist. Comm. —508-398-22631 ext. 1292 Engineering Dept. —508-398-2231 ext. 1250 Fire Dept. — Kevin Huck/Scott Smith, 96 Old Main Street, SY Note: Please call Fire Department for an appointment. 508-398-2212 Other Appropriate plans and/or application shall be provided to each departments checked-off above. Each of these regulatory authorities has their own requirements outside the jurisdiction of the Building Department. All applicable approvals shall be obtained prior to submitting a building permit application to the Building Dept. Thank you for your cooperation. Receipt Acknowledgement: -711.5*- Applicant's Signature ate Rev.Jan. 2019 ' - ; Section 6 - Description of Proposed Work(check all applicable) New Construct on ❑ I (tor multiple family only) No.of Bedrooms l (for multiple family only) No.of Bathrooms Existing Bldg. ❑ 1 Repair(s) 0 I Alterations 1 Addition ❑ I Accessory Eldg. ❑ Type Demolition Other Specify: p fY= I Brief Description of Proposed Work: a �bk�� )3 pa.nea5 , 'mac MoArl}Pc�} I�tsL‘ MOvh c ii • Section 7- Use Group and Construction Type , Building Use Group (Check as appficapable) Construction Type A ASSEMBLY Cl A-1 ❑ A-2 ❑ A-3 ❑ ❑ to A-d ❑ A-5 ❑ 18 ❑ B BUSINESS136 RQiA-A.\ - c Jexthevu n i`kot-t �\ 2A ❑ E EDUCATIONAL ❑ i� IG 2B ❑ F FACTORY ❑ F 1 ❑ F-2 ❑ 2C ❑ H HIGH HAZARD ❑ 3A ❑ I INSTITUTIONAL. ❑ I-1 ❑ I-2 ❑ 1.3 ❑ M MERCHANTILE 38 . R RESIDENTIAL ❑ R-1 ❑ R-2 ❑ R_3 ((3 5A ❑ S STORAGE U UTILITY0 s-1 ❑ S-2 ❑ se ❑ SPECIFY: - M MIXED USE ❑ SPECIFY: _ S SPECIAL USE ❑ SPECIFY_ (Complete this.section if existing building undergoing renovations;additions and/or change id use.1 Existing Use Group: R 2k.0 L 1 I 'O e1 $F Proposed Use Group: Existing Hazard Index 780 CMR 34 Proposed Hazard Index 780 CMR 34 Section 8 Building Height and Area 1 • Building Area Existing(f applicable) Proposed Number of floors or stories include basement levels Floor Area per Roar(sf) \' '' Total Area All Floors (sf) N Total Height (ft) - Section 9 - STRUCTURAL PEER REVIEW (780CMR 110 11) l Independent Structural Engineering Structural Peer Review Required Yes..X..• No SECTION 10a OWNER AUTHORIZATION -TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I' , as Owner of the subject property, hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Lol \v ra( /vsr f: ZA O f1 ',(1 c,`u Oke_gi Signature of Owner Date 3.2 Registered Home Improvement Contractor. Company Name Not Applicable ❑ • J4sw S'D,0-*S Address Registration Nam der' 5 aNt.L_ =_zpi z' n D�e Signatur Telephone 7a • Section 4- Workers'Compensation Insurance Affidavit (M..G.L c. 152 S 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 Section 5 - Professional Design and Construction Services-for Buildings and Structures Subject to Construction Control Pursuant to 780 CMR 116(containing more than 35,000 c.f. of enclosed space) Section 5.1 Registered Architect Not Applicable ❑ Name (Registrant): , ` • Registration Number Address Expiration Date Signature Telephone Section 5.2 Registered Professional Engineer(s) kkiaS \\o\r%eS 'Ue c+or P- t r', t1t\ ���v inra� e Name 1 � c,1 Area of Responsibility t0 S 1 tA/• (FA.I �S B1� /\I(-a r l.r k $`lOteLO Address �t u� Registration Number � � �v �r sip Si nre 9 Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Hama Area of Responsibility Address Registration Number Signature Telephone Expiration Date Hams Area of Responsibility Address Registration Number Signature Telephone Expiration Date Section 5.3 General Contractor -- Spy C - 11,Sp n S A—S Not Applicable ❑ Company Name -\.501 S Person Responsible for Construction %%31 ((\0(\ nk-Panrik Address Signatur Telephone • SECTION 10b OWNER/AUTHORIZED AGENT DECLARATION I, J A So n - ��- S nl`a�r , as Owner/Authorized Agent hereby declare that the statements and information on the forgoing application are true and acurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. aSor\ StooiS Print Name ice. Signature of 0 40.gent Date Section 11 - ESTIMATED CONSTRUCTION COSTS Rem Estimated Cost(Dollars)to be completed by permit applicant 1.Building s-S, OQi a Electrical c, o6 0 3.Plumbing/Gas 4.Mechanical(HVAC) 5.Fire Protection 6.Total=(1 +2+3+4+5) 1 d/ oo ) 7.Total Square FL Ilor new sniennws&addinael Check Below ❑ Conservation-Commission Filing (if applicable) ❑ Old Kings Highway& Historical Commission approval • (if applicable) 10 Commonwealth of Massachusetts Division of Occupational Licensure Board of Building Re ulations and Standards Constokitio r rvisor 1/45 CS-090293 r * Oipires 04/28/2024 JASON D ST0O t .�: 831 MAIN STIR"' DENNIS MA 6 ^ i' Y - 1 Commissioner t 54t:-.i,�� Licensee Details Demographic Information Full Name: JASON D STOOTS Owner Name: License Address Information City: Dennis State MA Zipcode: 02638 Country: United States License Information License No: CS-090293 License Type- Construction Supervisor Isrofession: Building Licenses Date of Last Renewal' 4/21/2022 sue Date. 4/28/2010 Expiration Date 4/28/2024 License Status. Active Today's Date: 5/4/2022 Secondary license Type 'Doing Business As Status Change Reason: License Renewal THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affai Business Regulation 1000 Washingtt ..jret-Suite 710 Boston �-02118 Home I _ Registration ` TYT's Corpuraivr+. 1 �_ -Registtation 192571 F2 StxAR INC F,j tim 157.12i7624 831 MAIN St r DENNIS.MA 02E48 = : r ,:- J } -ems :�7 Update Address and Realm Card. THE COMMONWEALTH OF MASSACHUSETTS ON1ce of Car»umer Attaiiii&Susanne!Requtation MSsloSaiIon rank}for IMIviduN uns only before ih MOMC IMPROYE1NENfCONTRACTOR dada.if femme rwitnn to TYPE:�d M:SOMA a/alMlaMar Affairs and Nosiness Regulation Re ✓ y E1mIAtlOn taa w�rmrtgaen Strew •Suae 710 192371 .,97,229r•24 Mostar ru rn 1 is -i'.:"1.PR INC. - )ASUN 0 STOOTS 831 MAIN ST ;,... d 4"�tn .4 Undersecretary Not valid without signature ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) 06/08/2022 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). PRODUCER CONTACT Jane Logan NAME: Dowling&O'Neil Insurance Agency PHONE (800)640-1620 FAX (A/C,No,Eat): (A/C,No): 973 lyannough Road AE-MAILDDRESS: jlogan@doins.com INSURER(S)AFFORDING COVERAGE NAIC 0 Hyannis MA 02601 INSURER A: Ohio Security Insurance Company 24082 INSURED INSURER B: Ohio Casualty Insurance Company 24074 E2 Solar,Inc. INSURER C: Jason Stoots INSURER D: 72 Church Street INSURER E: West Bamstable MA 02668 INSURER F: COVERAGES CERTIFICATE NUMBER: CL2242E,09406 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT 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. INSRDPOLICY EFF POLICY EXP TYPE OF INSURANCE INSD SUBRWVD POLICY NUMBER (MMIDDIIYYYY) (MMIDD//YYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 300,000 CLAIMS-MADE X OCCUR PREMISES(Ea occurrence) $ MED EXP(Any one person) $ 15,000 A BKS2257290477 05/06/2022 05/06/2023 PERSONAL&ADvwJURY $ 1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 JE 6- LOC PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) ANY AUTO BODILY INJURY(Per person) $ A OWNED X SCHEDULED BAS2257290477 05/06/2022 05/06/2023 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED N/ NON-OWNED PROPERTY DAMAGE $ X AUTOS ONLY AUTOS ONLY (Per accident) $ Xr UMBRELLA LIAB OCCUR EACH OCCURRENCE S 1,000.000 B EXCESS LIAB CLAIMS-MADE US02257290477 05/06/2022 05/06/2023 AGGREGATE $ 1,000,000 DED X RETENTION $ 10,000 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ INSTALLATION FLOATER A BKS2257290477 05/06/2022 05/06/2023 $50,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations,and endorsements.Nothing contained in the Certificate of Insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Lee&Victoria Boisvert ACCORDANCE WITH THE POLICY PROVISIONS. 15 Cranwood Road AUTHORIZED REPRESENTATIVE Harwich MA 02645 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD ACO DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 06/08/2022 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 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). PRODUCER CONTACT NAME: Linda Sullivan DOWLING & O'NEIL INSURANCE AGENCY Il ,PHONE p ), (508)775-1620 FAX, No): _ E-MAIL ADDRESS: ISUII wan@doins.com 973 IYANNOUGH RD INSURER(S)AFFORDING COVERAGE NAIC# HYANNIS MA 02601 INSURERA: AMGUARD INSURANCE CO 42390 INSURED INSURER B: E 2 SOLAR INC INSURERC: INSURER D: 831 MAIN ST INSURERE: DENNIS MA 02638 INSURER F: COVERAGES CERTIFICATE NUMBER: 782658 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT 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. INSR ADDL SUER POLICY EFF i POLICY EXP LTR TYPE OF INSURANCE INSD WWI POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYYI LIMITS COMMERCIAL GENERAL LIABILITY j EACH OCCURRENCE DAMAGE TO RENTED CLAIMS-MADE OCCUR PREMISES(Ea occurrence) $ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY PRO- JECT LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED N/A BODILY INJURY(Per accident) $ NON-OWNED AUTOS N PROPERTY DAMAGE HIRED AUTOS AUTOS (Per accident) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE N/A AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION X STATUTE t I ERH AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER(EXECUTIVE Y/N E.L.EACH ACCIDENT $ 1,000,000 A OFFICER/MEMBEREXCLUDED? N/A N/A WA R2WC332224 07/19/2022 07/19/2023 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 I I N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/Iwd/workers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Lee & Victoria Boisvert ACCORDANCE WITH THE POLICY PROVISIONS. 15 Cranwood Road AUTHORIZED REPRESENTATIVE Harwich MA 02645 Daniel M.Crowley,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD §TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-22311 ext. 1261 Fax 508-398-0836 Office of the Building Commissioner BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Ch. 40, §54 and 780 CMR- Section 105.3.1. #4. I hereby certify that the debris resulting from the proposed work/demolition to be conducted at l a 3 a c- Work Address Is to be disposed of oat the following location: CL'4 ¶ Mr -ors M: Its Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Ch. 111, §150A. Signature of Application Date Permit No. • 10. ENTIRE AGREEMENT, SEVERABILITY, AND MODIFICATION This Agreement represents and contains the entire agreement between the parties. Prior discussions, verbal representations or written memoranda of any kind by Contractor or Owner that are not contained or referenced in this Contract are not a part of this Contract. In the event that any provision of this Contract is at any time held by a Court to be invalid or unenforceable, the parties agree that all other provisions of this Contract will remain in full force and effect. Any future modification of this Contract must be made in writing and executed by Owner and Contractor in order to be valid and binding upon the parties. The parties have read and understood, and agree to, all the terms and conditions contained in this Agreement. Apr 5,2022 .ason Sto d (Apr 5,2022 09:19 EDT) Date Jason Stoots for E2 Solar � Inc, Contractor Apr 5,2022 Zee &/J /t Lee Boisvert(Apr 5,2022 05:29 EDT) Date Lee Boisvert System Owner For the purpose of permitting I/we, the Owner, authorize E2 Solar to act on my behalf, in all matters relative to work specified in the building & electric permit applications. Photovoltaic Contract Page 9 of 9 E2 Solar Inc.,Contractor Lee Boisvert Owner 04/04/2022 The Commonwealth of Massachusetts J _*` _ 1, Department of Industrial Accidents _el= 1 Congress Street, Suite 100 Sitf-_ Boston,MA 02114-2017 _ www mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual):E2 Solar Inc. -Jason Stoots Address:831 Main St City/State/Zip:Dennis, MA, 02638 phone :508-694-7889 Are you an employer?Check the appropriate box: Type of project(required): I.F4 I am a employer with 12 employees(full and/or part-time).* 7. 0 New construction 2.0 I am a sole proprietor or partnership and have no employees working for me in 8. 0 Remodeling any capacity.[No workers'comp.insurance required.] 3.0I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. ❑Demolition 10 Q Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.0 Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5 p I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑Roof repairs These sub-contractors have employees and have workers'comp.insurance.: 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.['Other Solar PV I52,§1(4),and we have no employees.[No workers'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. tContractors 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:Dowling &O'Neil Policy#or Self-ins.Lic.#:R2WC332224 Expiration Date:7/19/23 Job Site Address: \ ?3 Ckke, a' City/State/Zip: ygrt o A4n M A Attach a copy of the workers'compensation policy declaration page(showing the policy number and expirafion date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by 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.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: Date: -7'1 4 i a X Phone#:508-694-78 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: ECTOR E rl G I fl EER S VSE Project Number:U1905.0450.221 June 24,2022 E2 Solar Inc. ATTENTION:Jason Stoots 831 Main St. Dennis,MA 02638 REFERENCE: Lee Boisvert(Rb&T)Building: 1273 Massachusetts 28,Yarmouth,MA 02664 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 Building Code(780 CMR Chapter 16,9th Edition(2015 IBC)) 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 Roof 1 &2:asphalt shingles over 2x8 rafters @ 16"O.C.with a roof slope of 30° Roof 3 &4: asphalt shingles over 2x8 rafters @ 16"O.C.with a roof slope of 28° Roof 5: asphalt shingles over 2x6 rafters @ 16"O.C.with a roof slope of 30° 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. The glass surface of the solar panels allows for a lower slope factor per ASCE 7, resulting in reduced design snow load on the panels. The gravity loads, and thus the stresses of the structural elements, in the area of the solar array are either decreased or increased by no more than 5%. Therefore,the requirements of Section 807.4 of the 2015 IEBC as referenced in 780 CMR Chapter 34,9th Edition are met and the structure is permitted to remain unaltered. 651 W.Galena Park Blvd.,Ste. 101 /Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com VSE Project Number: U1905.0450.221 Lee Boisvert(Rb4:21 PM)Building 6/24/2022 E rl G I rl E E R S 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 rn,""1/4tittio, alplia•; _rr77� 06/24/2022 Wells Holmes,S.E. MA License: 54240-Expires: 06/30/2024 Project Engineer Enclosures WLH/rsl 651 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com I JOB NO.: U1905.0450.221 VECTORSUBJECT: WIND PRESSURE E rl G I rl E E R S PROJECT: Lee Boisvert (Rb&T) Building Components and Cladding Wind Calculations Label: Solar Panel Array J 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]: 15 (Approximate) Comp/Cladding Location: Gable Roofs 27°< 8<_45° Enclosure Classification: Enclosed Buildings Zone 1 GCP: 1.0 Figure 30.4-2C (enter negative pressure coefficients) Zone 2 GCP: 1.2 Zone 3 GCP: 1.2 a: 9.5 Table 26.9-1 zg [ft]: 900 Table 26.9-1 Kh: 0.85 Table 30.3-1 KZ1: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 36.2 Equation 30.3-1 GCP;: 0 Table 26.11-1 PRESSURES: p =qh{(GCP)—(GC1,;11 Equation 30.9-1 Zone 1, p [psf]: 35.7 psf (1.0 W, Interior Zones, beyond 'a' from roof edge) Zone 2, p [psf]: 42.9 psf (1.0 W, End Zones, within 'a' from roof edge) Zone 3, p [psf]: 42.9 psf (1.0 W, Corner Zones, within 'a' from roof corner) (a= 3 ft) JOB NO.: U1905.0450.221 NIECTOR SUBJECT: CONNECTION E fl G I rl E ER S PROJECT: Lee Boisvert (Rb&T) Building Calculate Uplift Forces on Connection Pressure Max Trib. Max Uplift (0.6 Dead -0.6 Wind) Max Trib. Width Area2 Force (psf) (ft) (ft2) (Ibs) Zone 1 19.6 4.0 11.7 229 Zone 2 24.0 4.0 11.7 280 Zone 3 24.0 4.0 11.7 280 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]: 280 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.: U1905.0450.221 VECTORSUBJECT: GRAVITY LOADS E n G I n E E R s PROJECT: Lee Boisvert (Rb&T) Building GRAVITY LOADS Roof Pitch: 6.9 :12 Design material Increase due to Material weight ROOF DEAD LOAD (D) weight [psf] pitch [psf] Asphalt Shingles 2.3 1.15 2.0 1/2" Plywood 1 .2 1.15 1.0 Framing 3.0 3.0 Insulation 0.0 0.0 1/2" Gypsum Clg. 0.0 1.15 0.0 M, E & Misc 0.0 0.0 Total Existing Roof DL 6.5 PV Array DL 3.5 1.15 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]: 6.9 6.9 _ Roof Slope [°]: 30 30 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]: 2E 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 Yes 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 0.67 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, ps [psf]: 25 17 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 25 17 JOB NO.: U1905.0450.221 VECTOR CTOR SUBJECT: LOAD COMPARISON E it G I n E E R S PROJECT: Lee Boisvert (Rb&T) Building Summary of Loads Existing With PV Array D [psf] 6 10 Lr[psf] 20 20 S [psf] 25 17 Maximum Gravity Loads: Existing With PV Array (D + Lr) /Cd [psf] 21 24 ASCE 7-10, Section 2.4.1 (D +S)/Cd [psf] 27 23 ASCE 7-10, Section 2.4.1 (Cd=Load Duration Factor=0.9 for D, 1.15 for 5,and 1.25 for Lr) Maximum Gravity Load [psf]: 27 24 Ratio Proposed Loading to Current Loading: 88% OK The gravity loads, and thus the stresses of the structural elements, in the area of the solar array are either decreased or increased by no more than 5%.Therefore,the requirements of Section 807.4 of the 2015 IEBC as referenced in 780 CMR Chapter 34, 9th Edition are met and the structure is permitted to remain unaltered. ©SERIES S U N P W E R SunPower®X-Series: X22-370 I X22-360 11111 Sun Powe r® Residential AC Module Built specifically for use with the SunPower Equinox'""system,the only fully integrated solution designed,engineered,and warranted by one manufacturer. f .. Maximum Power. Minimalist Design. %1I INN Industry-leading efficiency means more power and savings NMI 11411« per available space.With fewer modules required and hidden microinverters,less is truly more. Highest Lifetime Energy and Savings. Designed to deliver 60%more energy over 25 years in real-world conditions like partial shade and high temperatures.' 150% ------- ---_---- _---. 140% Fundamentally Different. 3 G 130%130% 11 And Better. a� 20% SunPower'X-Series 'Up to 'r 110% 60% r LO 100% more d fish c 90% lifetime d fa 80% jenergy AIConventional Module T 70% N 60% 0 5 10 The SunPower®Maxeon®Solar Cell Years of operation • Enables highest-efficiency modules available • Unmatched reliability • Patented solid metal foundation * Best Reliability. Best Warranty. prevents breakage and corrosion With more than 25 million modules deployed around the world,SunPower technology is proven to last.That's Q ,oderd �' why we stand behind our module and microinverter si with the industrys best 25-year Combined Power and Product Warranty,including the highest Power Warranty in solar. Factory-integratedMicroinverter t 100% • Simpler,faster installation c 98% O. 96% • Integrated wire management, a, 94% rapid shutdown v 92% o 90% SunPower'E 12°l0 • Engineered and calibrated by v 88% E-Series and x-Series ;more SunPower for SunPower modules c 86% Conventional Module m 84% [power t 82% tin year 3 So% j 25 0 5 10 15 20 2.5 Years of operation Datasheet • J X-Series: X22-370 1 X22-360 SunPower®Residential AC Module , AC Electrical. Data Inverter Model:Enphase IQ 7XS(IQ7XS-96-ACM-US) @240 VAC @208 VAC I r F'av,ier 320 VA 320 VA . •;:;rtrr•uous Output Power 315 VA 315 VA Nom.(L-L)Voltage/Range-(V) 240/211-264 208/183-229 Max.Continuous Output Current(A) 1.31 1.51 Max.Units per 20 A(LL)Branch Circuit- 12(single phase) 10(two pole)wye CEC Weighted Efficiency 97.5% 97.0% Norr.Frequency 60 Hz Extended Frequency Ran.-, 47-68 Hz AC Short C it Cur ties 5.8 A rms Overvoltage Class AC Port III AC Port Backfeed Current 18 rnA Power Factor Setting 1.0 Power Factor(adjustable) 0.7 lead./ 0.7 lag. Ue Power Data Warranties, LeHtications,and i oniphanc- SPR-X22-370-E-AC SPR-X22-360-E-AC Warranties •25-year limited power warranty •25-year limited product warranty Nominal Power (Pnorn) 370 W 360 W • Power Tolerance +5/-0% +5/-0% UL 1703 •Module Efficiency22.7% 22 1% Certifications UL 1741/IEEE-1547 and •UL 1741 AC Module(Type 2 fire rated) Temp.Coef(Power) -0.29%/°C -0.29%/°C Compliance •UL 62109-1/IEC 62109-2 •FCC Part 15 Class B •Three bypass diodes •ICES-0003 Class B Shade Tolerance •Integrated module-level maximum •CAN/CSA-C22.2 NO.107.1-01 power point tracking •CA Rule 21(UL 1741 SA) (includes VolWar and Reactive Power Priority) •UL Listed PV Rapid Shutdown Equipment' Operating Temp. -40°F to+140°F(-40°C to+60°C) Enables installation in accordance with: Max.Ambient Temp. 122°F(50°C) •NEC 690.6(AC module) Max.Load Wind:62 psf,3000 Pa,305 kg/mz front&back •NEC 690.12 Rapid Shutdown(inside and outside the array) Snow 125 psf,6000 Pa,611 kg/m2 front •NEC 690.15 AC Connectors,690.33(A)-(EX1) impact Resistance 1 inch(25 mm)diameter hail at 52 mph(23 m/s) I When used with InvisiMount racking and InvisiMount accessories . (UL 2703): Solar Cells 96 Monocrystalline Maxeon Gen III • Module grounding and bonding through InvisiMount •Class A fire rated Front Glass High-transmission tempered glass with When used with AC module Q Cables and accessories(UL 6703 and anti-reflective coating UL 2238)6: Environmental Rating Module:Outdoor rated •Rated for load break disconnect inverter:NEMA Type 6 Class Ii Pi Test Potential-induced degradation free Frame Class 1 black anodized(highest AAMA rating) ,.f__. -..-__.___. Ma me)(613p1.) ___... ,-- Weight 42.9 lb(19.5 kg) Recommended Max. 1 ? L Module Spacing 1.3 in.(33 mm) a 4,6 mm 1 SunPower 360 W compared to a conventional module on same-sized arrays(260 W,16% i 411k oz.) efficient,approx.1.6 m2),4%more energy per watt(based on third-party module characterization and PVSim),0.75%/yr slower degradation(Campeau,Z.et al."SunPower 1 Module Degradation Rate,"SunPower white paper,2013). '` 1oa6 mm -`- ' l 2 Based on search of datasheetvalues from websites of top 10 manufacturers per IHS,as of .. ��. (a1 2,r.) ^�-�'"'""" l January2017. it. ft2in.) 3#1 rank in"Fraunhofer PV Durability Initiative forSolar Modules:Part 3"PVFech Power I, 1 Magazine,201 5.Campeau,Z.et al."SunPower Module Degradation Rate,"SunPower white paper,2013. 39l nm 4 Factory set to 1547a-2014 default settings.CA Rule 21 default settings profile set during (Is s,vi commissioning.See the Equinox Installation Guide#518101 for more information. 5 Standard Test Conditions(1000W/m°irradiance,AM1.5,25°C).NRELcalibration 1 ,r --- J I standard:SOMS current,LACCS FF and voltage.All DC voltage is fully contained within the module. .. All, -„ 6 This product is UL Listed as PVRSE and conforms with NEC 2014 and NEC 2017 690.12; 1t72(n.) and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems,for AC and DC conductors; i when installed according to manufacturer's instructions. 41,1 4C MCCUE Foemoreenpoweccextende for more reference information. WV S U N P 0\I%IV" E R l For more details,see extended datasheet www.sunpower.com/datasheets eeiwnr. Specifications included in this datasheet are subject to change without notice. LISTED r""30 1 ©2018 SunPower Corporation.All Rights Reserved.SUN POWER,the Module ie Fire Performance:Type 2 SUNPOWER logo and MAXEON are registered trademarks of SunPower Please read the Safety and Installation irrstrucuur 15 rot-details. 53 19�t5 kei/x Corporation in the U.S.and other countries as well.1-800-SUNPOWER. sunpower.com 1!Illimiftsli\\.___ PEGASUS A BETTER DAY ON THE JOB SOLAR- COMP MOUNT Simple 3-piece design 1 -- for rapid installation V ''st. A, '':- ' r Encapsulating design 1111111111 raises the water seal 0.9" above roof deck One-piece flashing with elevated cone— No press-fits or deck-level EPDM washers to fail WATERTIGHT FOR LIFE Pegasus Solar's Comp Mount is a cost effective, high-quality option for rail installations on composition shingle roofs. Designed to last decades,the one-piece flashing with elevated cone means there is simply nothing to fail. O 25-year Warranty Manufactured with advanced materials and Superior Waterproofing lit# v Tested to AC286 without sealant coatings to outlast the roof itself J 0.9"elevated water seal ISICode Compliant '' All-In-One Kit Packaging Fully IBC/CBC Code Compliant 4/ Flashings, L-feet and SS lags with bonded Exceeds ASCE 7-10 Standards EPDM washers are included in each 24-pack Pegasus Solar Inc • 100 West Ohio Avenue, Richmond,CA 94804 • T: 510 730 1343 • www.pegasussolar.com COMP MOUNT 1.Drill pilot hole in 2.Optional:Apply a center of rafter. "U-shape"of sealant „�`` `to underside of \.., \ ""--........44 flashing and position under 2nd shingle �`�,�� course,cone over pilot hole. 3. Place L-Foot over r 4.Drive lag to required cone and install lag embedment.Attach with washer through rail per rail \ �,,,^ � L-Foot. manufacturer's -- instructions. ��\,� N _ Ax btu: t ''. 9.0" 1.5" III 1.9" j 3.5" 3.5, in ! ® ) �_NM 0.9" 11.6" ® bli 2.3" - 2.3" 2.4" Specifications Comp Mount Install Kit SKU PSCR-CO PSCR-UO SPCR-CH L-foot Type Closed Slot Open Slot Closed Slot Kit Contents L-Foot,Flashing,5/16" L-Foot,Flashing,5/16" L-Foot,Flashing,5/16"SS Lag SS Lag w/EPDM washer SS Lag w/EPDM washer w/EPDM washer,M10 Hex Bolt Finish Black(L-foot and Flashing) Roof Type Composition Shingle Certifications IBC,ASCE/SEI 7-10,AC286 Install Application Railed Systems Compatible Rail All Flashing Material Painted Galvalume Plus L-Foot Material Aluminum Kit Quantity 24 Boxes Per Pallet 72 Patents Pending.All rights reserved.©2018 Pegasus Solar Inc. Pegasus Solar Inc • 100 West Ohio Avenue, Richmond,CA 94804 • T: 510.730.1343 • www.pegasussolar.com k .-t L Y' 'Y- .1R•' '4' H Y S ram' a } 1 'Z -� C - 3 } M' ,�. �,` F' �� �_.,;�� xa - �fw� �� � � �� "�" � rf:� ,fief" � , ,7. 3 C err� � � � "� ¢ 5 _ u��.'.t,7 ., f" SunPowercR" InvisiVountTM Residential Mounting System Simple and Fast Installation -' u • Integrated module-to-rail groundingr.'�� • Pre-assembled mid and end clamps - oz tj , ,' ;i ci.• Levitating mid clamp for easy placement • c • Mid clamp width facilitates consistent,even : ':'. module spacing • UL 2703 Listed integrated grounding Flexible Design • Addresses nearly all sloped residential roofs • Design in landscape and portrait with up to 8' E f rail span t. • Pre-drilled rails and rail splice • Rails enable easy obstacle management Customer-Preferred Aesthetics • #1 module and#1 mounting aesthetics Elegant Simplicity • Best-in-class system aesthetics • Premium,low profile design SunPower® InvisiMountTM is a SunPower-designed • Black anodized components rail-based mounting system. The InvisiMount system • Hidden mid clamps and capped,flush addresses residential sloped roofs and combines faster end clamps installation time, design flexibility, and superior aesthetics. Part of Superior System The InvisiMount product was specifically envisioned and • Built for use with SunPower DC and AC modules engineered to pair with SunPower modules. The resulting • Best-in-class system reliability and aesthetics • Optional rooftop transition flashing,rail- system-level approach amplifies the aesthetic and mounted J-box,and wire management rail clips installation benefits—for homeowners and for installers. • Combine with SunPower modules and SunPower EnergyLink®monitoring app ~ sunpower.com p CD, Datasheet S U N P W E R • ' _ n ,. �. "�v'-._^'ter - ._ '---^- -..____... _ 1 SunPower® InvisiVountTM 1 Residential Mounting System InvisiMount Components Module'/Mid Clamp and Rail Module'/End Clamp and Rail ler* ............-_---- IIIII Ground Lug Assembly a' Row-to-Row Spacer End Clamp lb Mid Clamp Rail and Rail Splice Row-to-Row Grounding Clip InvisiMounr 7,moonent Details InvisiMount Operating Conditions Mid clamp Black oxide stainless steel 300 series 63 g(2.2 oz) Temperature -40°C to 90°C(-40°F to 194°F) End clamp Black anodized aluminum 6000 series 110 g(3.88 oz) • 3000 Pa uplift I Max.Load(LRFD) 6000 Pa downforce Rail Black anodized aluminum 6000 series 830 g/m(9 oz/ft) • Rail splice Aluminum alloy 6000 series 830 g/m(9 oz/ft) Rail bolt M10 1.5 x 25 mm;custom T-head SS304 18 g(0.63 oz) Roof Attachment Hardwai e Supported by Design Tool Rail nut M10-1.5;DIN 6923 SS304 nominal Ground lug • Composition Shingle Rafter Attachment Ground 55304;A2-70 bolt;tin-plated copper lug 106.5 g(3.75 oz) • Composition Shingle Roof Decking Attachment assembly Application • Curved and Flat Tile Roof Attachment Row-to-row SS 301 with SS 304 M6 bolts , 75 g(2.6 oz) • Universal interface for other roof attachments grounding clip — Row-to-row Black POM-grade plastic 5 g(0.18 oz) spacer in✓isiMount Component LRFD Capacities2 InvisiMount Warranties And Certifications Uplift 664 lbf • 25-year product warranty Mid clamp I Shear 540 lbf Warranties I--- _ -_ • 5-year finish warranty Uplift 899 lbf — — End clamp • UL 2703 Listed Shear 220 lbf Certifications • Moment:upward 548 lbf-ft Class A Fire Rated Rail Moment:downward 580 lbf-ft Moment:upward 548 lbf-ft Rail splice Moment:downward 580 lbf-ft Roof Attachment Hardware Warranties Uplift 1000 lbf L-foot — — Refer to roof attachment hardware manufacturer's documentation. Shear 390 lbf I 'Module frame that is compatible with the InvisiMount system required for hardware interoperability. SunPower recommends that all Equinox't InvisiMount ,and AC module systems always be designed using the InvisiMount Span Tables#524734.If a designer decides to instead use the component capacities listed in this document to design a system,note that the capacities shown are Load and Resistance Factor Design(LRFD)design loads,and are NOT to be used for Allowable Stress Design(MD)calculations;and that a licensed I Professional Engineer(PE)must then stamp all calculations.If you have any questions please contact SunPower Technical Support at 1-855-977-7867. sunpower corn 2018 SunPower Corporation.All Rights Reserved.SUNPOWER,the SUNPOWER logo,EQUINOX,and INVISIMOUNT are trademarks or registered trademarks of SunPower Corporation. 509506 RevF All other trademarks are the property of their respective owners.Specifications included in this datasheet are subject to change without notice. Datasheet S U N P W E R 1 9/13/22 SUNP WER® RfIV � D E2 Solar SEP 1 52012 BUILDING DEpgRJME ay: TO: Yarmouth Building Dept, attn: Rosa Fallon Nr Reference to: 1273 rt 28 Riverview Bait and Tackle Commercial building permit application E2 Solar has had to revise and downsize the submitted drawing for Riverview Bait & Tackle. The permit has not been issued yet. I spoke with Tim Sears today and emailed him the revised layout. Tim asked me to send a few hard copies to include with the application submission kept on file. Please include these 3 printed copies of the revised system for 64 solar panels (23 kW) system at 1273 Rt 28. Please call me with any questions. De44-i,ree/2 vvoi r E2 Solar I nc/. 508-694-7889 ext. 6 831 Main Street Dennis MA, 02638 aes;cce.tcdSo\Ar et(oelt. c r• - 136 , • 4j,‘J - . =' ; tf ; ; - - 9cti .• -• ; .; . , • • I -0 I I I I I I I I I O O Dcn M33Z7mxicn^m mr —c rnZ ZOD> ONr 0 r7) cn wN — r�T1CZZ O0OD>> W NN W c..1 0 � A'S,--• 0 �DZOCOCo00Z ""(n�On OOOOO � �O omOfT1RlfT1 !T1 _DDOm -0GoGoG) -0Orn V 2mZZ � -0 � 0000 O ZmZ(j n n n n nZI . O (nZ70 SS2 = S D #####. N OZD7= N (TicnCnC.� � E iiiiiiih OcnFri DDDDD (n Z O-? Z Z Z Z Z rr -ncn NNNNN O i \ m 7D-I 0) co Co co c0 / D D D D D D .'. N .4 44\ -91 4o \ =co cn cn cn cn cn O rnrnrnrnrn .'. 0 ' c'' Zn 00000 ' 44. ' O D C� (7 C7 c7 C7 O Z O O ,A O 11 ii i ) y` Y • _ r: Gn\ �J • i--, \ __ * ' i 4 „..t a (A o PHOTOVOLTAIC INSTALLATION FOR D o S U N P W E R® by E2 Solar > m LEE BOISVERT co f RIVERVIEW BAIT AND TACKLE —1 N (f) 1273 RT 28 2 831 MAIN ST. (RTE 6A), DENNIS, MA 02638 ph: 508.694.7889 YARMOUTH, MA www.e2solorcopecod.cor info®e2solarcapecod.corn 1 • • • g�i t r. <t • 4 f ? sr • A 1 -M t z -, _ • € « -. I e y F. tr- 8 ..,.*'1'4,:.'':,;:f-I`,t:144:;-4..1-- ;,' , ;i _ i, .N ort - ,. t- ...v yaasr-. .;:-:ua-„+'RaM.'.2=.P9i.c,r..+Was=M'...a2�_...ZwMI.=:.,,.✓e.-e,..+wc.�...* .p;_tv.,.. .rle'. s-:a...u'-...^sr: ._k�r �.. .�....>,.,w .::...'�-.>-a,r ....w. ...•a- -_+..v. i i' 3 It. ! , :, ., ,. ..:4 '. I m I I I I I I I I I 0 p(I) Dcn 73zi xcn^m Tlr -1 O) Z > f > OOOOOZZ4'm ZOD> ONr Ogr= x' un CA !) � mzz DJ Os > > (A NJ Nww � o -I mDZ� O COCo00Zg � ♦ ♦ �N�z I♦ Zmz� 000C) I O � :II = S = = S � -D-I 174:11:1111\111:164\ m�� D �IN G7 ZDj= N U3 a) CO 0)2I zm7 r. tncncncncn � 1- Dx 0cnnm DDDDD (n Z 0 ? ZZZZZ rr ��-'1(n IV N N N N i -10Cn X X X X X O , \ M 77-I Cn 00 00 00 CO o t e \ \ O� D D D D D • 4 -n Cri N\\.1) 0 \ rn rnrnrnrn o I'I `' o> ° noon # 4 r— tn p>N I Z Z� '' ZI O o W o r- C7 2 1 -A � r: ) D rnn -noT :. ..f-Ae, .,,,/ /1---„,,' '0 z 5.) m � _v_ •_j j 1 m G`D t a. cn cn to \ _� o *� .*-4 0 „ o G) ► T Z7 p �. , ern a . a N 0 m FM- PHOTOVOLTAIC INSTALLATION FOR D -• 0 S U N P W E R® by E2 Solar D_ m LEE BOISVERT r RIVERVIEW BAIT AND TACKLE —� ^' U) 1273 RT 28 831 MAIN ST. (RTE 6A), DENNIS, MA 02638 ph: 508.694.7889 YARMOUTH, MA www.e2solorcapecod.com info®e2solarcapecod.com