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HomeMy WebLinkAboutBLD-23-001867 171 160 7/Zz ONE & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department of y -_ 1146 Route 28, South Yarmouth,MA 02664-4492 508-398-2231 ext. 1261 Fax 508-398-0836 Massachusetts State Building Code,780 CMR , Building Permit Application To Construct, Repair, Renovate Or Demolish a One-or Two-Family Dwelling rE. EIVED This Section For Official Use Only !Building Permit Number: 6Lb-23 O0I$67 Date Applied: ( jO1O6 2022 1 1 ✓ \\VATN t WING DEPARTMENT Building Official(Print Name) igna e pate SECTION1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&ParceI Numbers 13 13 Larn 4,nd Dr SO to& 1.1 a Is this an acc ted street?yes 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 I Rear Yard Required I Provided Required Provided i Required Provided 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Zone: Outside Flood Zone? — Public❑ Private 0Check if yes❑ Municipal 0 On site disposal system 0 SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Jalntn 5eio rise V rmnu-w, kelAoa&64 Name(Print) City,State,ZIP 1?� Cfbnot Qcwid Or 9T9743778i a �ruri�ts� rtar►f `., No.and Street J TelephoneEmail Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction 0 Existing Building 0 I Owner-Occupied ❑ Repairs(s) 0 Alteration(s) ❑ I Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units Other ❑ Specify: Brief Description of Proposed Work': iykssratk ak1(Y\ 6f an r-can fVf d losaCtop 9\J lskuyy q panels 6 .g35vluJ SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ 1.1 a�" 0 1. Building Permit Fee:S__ _Indicate how fee is determined: 'I 0 Standard City/Town Application Fee 2.Electrical $ `' (o 1. O 0 Total Project Cost (Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ /�� 4.Mechanical (HVAC) $ List: 0, l 60• )7 5.Mechanical (Fire $ Suppression) Total All Fees:$ Check No. Check Amount: Cash Amount: 6.Total Project Cost: $ 35 j 0O 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) d y b dl a hol%. License Number Expiration Date Name of CSL Holder List CSL Type(see below) V 419 5 m y I-es Sind/is,, avd No.and Street Type Description TQ l�V 11�CY1 M .�8.� U ( Unrestricted(Buildings up to 35,000 Cu.ft.) CitylTown,State,ZIP R Restricted 13c2 Family Dwelling EvI Iviasonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances q1 b143789) a+wra permits y.,rt(Ln.rper, I Insulation Telephone Email adress D Demolition 5.2 Registered Home Improvement Contractor(HIC) ec a s rrun nStawQ i Sexy%C S' SlC Ve.hei HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name i6 9 6 mki v.5 steknniesi Pit vd No.and Street PAPp f frr► Gbw� Tau'Nr'on NIA- oa186 g181131881 Email a ress City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(iVI.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 l7l 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 to act on my behalf,in all matters relative to work authorized by this building permit application. 5er C _ Print Owner's Name(Electronic Signature) Date • SECTION 7b: OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains end penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Prin rner s u'horized gent `.: - tronic Signature) Date 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.aov/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''oaths 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" As, 44%70.4 i- 'MIN SUNRINC-02 LWANG2 A CERTIFICATE OF LIABILITY INSURANCE DA8/31/202TE n2) 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 License#0C36861 CONTACT NAME: Walter Tanner Alliant Insurance Services,Inc. PHONE FAX 560 Mission St 6th Fl (A/C,No,Ext): I(A/C,No): _ San Francisco,CA 94105 ADDRESS:Walter.Tanner@alliant.com INSURERS)AFFORDING COVERAGE NAIC# INSURER A:Evanston Insurance Company 35378 INSURED INSURER B:James River Insurance Company 12203 Sunrun Installation Services,Inc INSURER C:American Zurich Insurance Company 40142 775 Fiero Lane,Suite 200 Ph#805-540-7643 INSURERD: San Luis Obispo,CA 93401 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 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 TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTRINSD WVD IMM/DD/YYYYI IMM/DD/YYYYI A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE X I OCCUR MKLV5ENV103749 10/1/2022 10/1/2023 DAMAGETORENTED 1,000,000 PREMISES(Ea occurrence) $ MED EXP(Any one person) $ 5,000 PERSONAL 8 ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY X JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 X OTHER:Retention:$100,000 Per Project Agg $ 5,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED PROPERTY DAMAGE TOS ONLY AUUTOS ONLYY (Per accident) $ $ B UMBRELLA LIAB ' X OCCUR EACH OCCURRENCE $ 4,000,000 X EXCESS LIAB CLAIMS-MADE 001072261 10/1/2021 10/1/2022 AGGREGATE $ 4,000,000 DED RETENTION$ $ C WORKERS COMPENSATION X 1 PER AND EMPLOYERS'LIABILITY STATUTE ERH 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE Yn, N/A �I WC614287601 10/1/2022 10/1/2023 E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ro (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers'Compensation Policy WC614287601 Deductible:$1,000,000. Re:Permitting within jurisdiction. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Yarmouth THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 1146 Route 28 South Yarmouth,MA 02664-4492 - AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts a ES Department of Industrial Accidents 2-- • Office of Investigations 1= Lafayette City Center -+zikarr, 2Avenue de Lafayette, Boston,MA 02111-1750 www.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Sunrun Installation Services Address:225 Bush St STE 1400 City/State/Zip:San Francisco CA 94104 Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1.® I am a employer with 50 4. ❑ I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. ❑New construction 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 workingfor me in anycapacity. employees and have workers' P tY a 9. ❑ Building addition [No workers' comp. insurance comp. insurance.: required.] 5. 0 We are a corporation and its 10.❑ Electrical repairs or additions q ] officers have exercised their 11. Plumbingrepairs or additions 3.n I am a homeowner doing all work ❑ P myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs ,,, q� insurance required.]+ c. 152, §1(4),and we have no employees. [No workers' 13.© ir Other 3Q� spar comp. insurance required.] *My 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 nt.curance for my enrplot'eec. Below is the policy and job site information. Insurance Company Name: American Zurich Insurance Company Policy#or Self-ins. Lic. #:WC614287601 Expiration Date: 10/01/2023 Job Site Address: 1 38 l 'rY2j pyyc1 0.' City/State/Zip: 1 (rC140 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: Date: LC OS) a�- Phone#: 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): 10Board of Health 20 Building Department 31:1City/Town Clerk 4.0 Electrical Inspector 50Plumbing Inspector 6.0Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual, partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s)name(s), address(es)and phone number(s) along with their certificate(s) of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information (if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Lafayette City Center, 2 Avenue de Lafayette Boston, MA 02111-1750 Tel. (617) 727-4900 or 1-877-MASSAFE Revised 7-2019 Fax (617) 727-7749 www.mass.gov/dia Commonwealth of Massachusetts Construction 511plfAAfOI Division or Professional Lttensure Unrestricted -Buildings of any use group which contain Board of Building Regulations and Standards less than 35,000 cubic feet(991 chic meters)of enclosed ,t:uCf}Otil tipervlson 'fie. CS 0d0622 I Aires:08l011023 STEPHEN A KELLY 16 PARKWAY-ROAD STONEHAM up 02111 4r?rt11.1 Failure to possess a current edition of the Massachusetts Commissioner . a,iii Efts Erna~, State Braiding Code is cause for revocation of this license. U For Information about this license Call(617)127,3200 or visit'a'wwmass.govldpl THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs and Business Regulation 1000 Washington Street-Suite 710 Boston,Massachusetts 02118 Home Improvement Chntractor Registration Type Supplement Card SUNRUN INSTALLATION SERVICES INC Reg piration- 180120 24 21 WORLDS FAIR OR Expiration 10l13/20 SOMERSET,NJ 08873 4� - Update Address end Return Card THE COMMONWEALTH OF MASSACHUSETTS Office of Consunrr Affairs&Business Regulation Regetrat,rn valid for individual use only before the HOME IMPROVEMENT CONTRACTOR expiration]ate.If found return to: TYPE Supprement Card Office of Consumer Affairs and Business Regulation $agutanen Expiration 1000 Washington Street i Suite 710 180120 10/13/2029 Boston,MA 02118 SUNRUN INSTALLATION SERVICES INC. STEPHEN KELLY : ^ 225 BUSH STREET ,,.S„r,,,r_i �l...lr (,e• SUITE 1400 ---- SAN FRANCISCO,CA 94104 Undersecretary I valid without gnature Stephen A Kelly 695 Myles Standish Blvd Taunton MA 02780 TEL: 978-793-7881 Email: eastmapermits@sunrun.com ONE or TWO FAMILY— BULDING PERMIT APPLICATION REGULATORY APPROVALS NOTICE Address of Proposed Work: ' 38 Lcnc3 Pnn Or Scope of Proposed Work: i n... P,ot(j On a c a Y-1 I r e c+t d rc v P\J 5 -(XY lq ,pri P PI 5 . q 5Ihw Date: t GJU 5/ 22 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: Applicant's Signature Date Rev. Jan. 2019 §TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 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 i(2)P W Dcn Dr Work Address Is to be disposed of oat the following location: (,C '5 my ,t5 Sic► d.4 Qiud Irk Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Ch. 111, §150A. ItIC) f a� Signatu of Application Date Permit No. Current "<f4 IC Engineering 10-04-2022 Sunrun Inc. 595 Market St Subject: Structural Certification for Installation of Residential Solar re job: John Spignese 138 Long Pond Dr, South Yarmouth, MA 02664, USA Attn.:To Whom It May Concern Observation of the condition of the existing framing system was performed by an audit team of Sunrun Inc. After review of the field observation data, structural capacity calculations were performed in accordance with applicable building codes to determine adequacy of the existing roof framing supporting the proposed panel layout. Please see full Structural Calculations report for details regarding calculations performed and limits of scope of work and liability. The design criteria and structural adequacy are summarized below: Design Criteria: Code: 780 CMR, IBC 2015, ASCE 7-10, Ult Wind Speed: 140 mph, Ground Snow: 30 psf, Min Snow Roof: 0 psf ROOF 1: Shingle roofing supported by 2x6 Rafter @ 24 in. OC spacing. The roof is sloped at approximately 35 degrees and has a max beam span of 12.8 ft between supports. Roof is adequate to support the imposed loads. Therefore, no structural upgrades are required. ROOF 2: Shingle roofing supported by 2x6 Rafter @ 24 in. OC spacing. The roof is sloped at approximately 35 degrees and has a max beam span of 12.8 ft between supports. Roof is adequate to support the imposed loads. Therefore, no structural upgrades are required. 10-04-2022 +4' tlSS kOVASk OF S40 Current Renewables Engineering Inc. o4- 4Pa civiL'0 NS Professional Engineer " NO.56313 info@currentrenewableseng.com . oFfSS 0NA1.0°\� Exp:6{30,2024 1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951)405-1733 Page 1 of 8 Current =enewables Engineering 10-04-2022 Sunrun Inc. 595 Market St Attn.:To Whom It May Concern re job: John Spignese 138 Long Pond Dr, South Yarmouth, MA 02664, USA The following calculations are for the structural engineering design of the photovoltaic panels and are valid only for the structural info referenced in the stamped plan set.The verification of such info is the responsibility of others. I certify that the roof structure has sufficient structural capacity for the applied PV loads. All mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Design Criteria: Code: 780 CMR, IBC 2015, ASCE 7-10, Live Load: 0 psf Ult Wind Speed: 140 mph Exposure Cat: C Ground Snow: 30 psf Min Snow Roof: 0 psf 10-04-2022 hook OF M1f4ss4 Ora a� S4 MOVAs C. o eP CIVIL •cy s Current Renewables Engineering Inc. NO.56313 N Professional Engineer q� qFwoo °�"` �e info@currentrenewableseng.com �`Fss,ONALEN���� Exp:6-'30.2024 1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951)405-1733 Page 2 of 8 John Spignese Current 111( Engineering Roof Properties: Roof 1 Roof 2 Roof Type = Shingle Shingle Roof Pitch (deg) = 35.0 35.0 Mean Root Height (ft) = 13.0 13.0 Attachment Trib Width (ft) = 3.3 5.5 Attachment Spacing (ft) = 6.0 4.0 Framing Type = Rafter Rafter Framing Size = 2x6 2x6 Framing OC Spacing (in.) = 24.0 24.0 Section Thickness, b (in) = 1.5 1.5 Section Depth, d (in) = 5.5 5.5 Section Modulus, Sx (in3) = 7.562 7.562 Moment of Inertia, lx (in ) = 20.797 20.797 Unsupported Span (ft) = 12.8 12.8 Upper Chord Length (ft) = 12.8 12.8 Deflection Limit D+L (in) = 2.56 2.56 Deflection Limit S or W(in) = 1.707 1.707 Attachments Pattern = Fully Staggered Fully Staggered Framing Upgrade = No No Sister Size = NA NA Wood Species = SPF SPF Wood Fb (psi) = 875.0 875.0 Wood Fv (psi) = 135.0 135.0 Wood E (psi) = 1400000.0 1400000.0 CD (wind) = 1.6 1.6 Cd (snow) = 1.15 1.15 CAS = 1.15 1.15 CM = Ct = CL = C; = 1.0 1.0 CF= 1.3 1.3 Cfu = 1.0 1.0 Cr = 1.15 1.15 Ft wind (psi) = 2406.95 2406.95 F'b snow (psi) = 1730.0 1730.0 F'v wind (psi) = 216.0 216.0 F'v snow (psi) = 155.25 155.25 M allowable wind (lb-ft) = 1516.88 1516.88 M allowable snow (lb-ft) = 1090.26 1090.26 V allowable wind (lbs) = 1188.0 1188.0 V allowable snow (lbs) = 853.88 853.88 E' (psi) = 1400000.0 1400000.0 1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951)405-1733 Page 3 of 8 John Spignese Current enewables Engineering Load Calculation: Dead Load Calculations: Roof 1 Roof 2 Panels Dead Load (psf) = 3.0 3.0 Roofing Weight (psf) = 3.0 3.0 Decking Weight (psf) = 2.0 2.0 Framing Weight (psf) = 0.945 0.945 Misc. Additional Weight (psf) = 1.0 1.0 Existing Dead Load (psf) = 6.945 6.945 Total Dead Load (psf) = 9.945 9.945 Wind Load Calculations: Ultimate Wind Speed (mph) = 140.0 140.0 Directionality Facto r, kd = 0.85 0.85 Topographic Factor, kzt = 1.0 1.0 Velocity Press Exp Factor, kz = 0.849 0.849 Velocity Pressure, qz (psf) = 36.205 36.205 External Pressure Up, GCp_1 = -0.94 -0.94 External Pressure Up, GCp_2 = -1.14 -1.14 External Pressure Up, GCp_3 = -1.14 -1.14 External Pressure Down, GCp = 0.87 0.87 Design Pressure Up, p_1 (psf) = -34.025 -34.025 Design Pressure Up, p_2 (psf) = -41.266 -41.266 Design Pressure Up, p_3 (psf) = -41.266 -41.266 Design Pressure Down, p (psf) = 31.494 31.494 Snow Load Calculations: Ground Snow Load, pg (psf) = 30.0 30.0 Min Flat Snow, pf_min (psf) = 25.0 25.0 Sloped Snow, ps_min (psf) = 0.0 0.0 Snow Importance Factor, lc = 1.0 1.0 Exposure Factor, Ce = 0.9 0.9 Thermal Factor, Ct = 1.1 1.1 Flat Roof Snow, pf(psf) = 25.0 25.0 Slope Factor, Cs = 0.636 0.636 Sloped Roof Snow, ps (psf) = 15.892 15.892 1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951)405-1733 Page 4 of 8 John Spignese Current "wables .� Engineering Lag Screw Checks: Roof 1 Roof 2 Ref. Withdrawal Value, W(lb/in) = 205.0 205.0 (Cm = Ct = Ceg = 1.0) CD = 1.6 1.6 Adjusted Withdrawal Value, W(lb/in) = 328.0 328.0 Lag Penetration, p (in.) = 2.5 2.5 Allowable Withdrawal Force, W p (Ibs) = 820.0 820.0 Applied Uplift Force (Ibs) = -320.411 -356.012 Uplift DCR = 0.391 0.434 Ref. Lateral Value, Z (Ibs) = 205.0 205.0 (Cm = Ct = Co = Ceg = 1.0) CD = 1.15 1.15 Adjusted Lateral Value, Z' (Ibs) = 287.5 287.5 Applied Lateral Force (Ibs) = 214.559 238.398 Angle of Resultant Force, a (deg) = 0.981 0.981 Adjusted Interaction Lateral Value, Z'a (Ibs) = 521.16 521.16 Lateral DCR = 0.412 0.457 1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951)405-1733 Page 5 of 8 John Spignese Current enewables Engineering Roof Framing Checks: Force Checks: LC1: D+S Roof 1 Roof 2 Applied Moment (lb-ft) = 1058.0 1058.0 Applied Shear(Ibs) = 329.0 329.0 Allowable Moment (lb-ft) = 1090.0 1090.0 Allowable Shear (Ibs) = 854.0 854.0 Moment DCR = 0.971 0.971 Shear DCR = 0.385 0.385 LC2: D+0.6W Applied Moment (lb-ft) = 1181.0 1181.0 Applied Shear (Ibs) = 367.0 367.0 Allowable Moment (lb-ft) = 1517.0 1517.0 Allowable Shear (Ibs) = 1188.0 1188.0 Moment DCR = 0.779 0.779 Shear DCR = 0.309 0.309 LC3: D+0.75(S+0.6W) Applied Moment (lb-ft) = 1476.0 1476.0 Applied Shear (Ibs) = 458.0 458.0 Allowable Moment (lb-ft) = 1517.0 1517.0 Allowable Shear (Ibs) = 1188.0 1188.0 Moment DCR = 0.973 0.973 Shear DCR = 0.386 0.386 LC4: 0.6D+0.6W Applied Moment (lb-ft) = 1018.0 1018.0 Applied Shear (Ibs) = 316.0 316.0 Allowable Moment (lb-ft) = 1517.0 1517.0 Allowable Shear (Ibs) = 1188.0 1188.0 Moment DCR = 0.671 0.671 Shear DCR = 0.266 0.266 1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951)405-1733 Page 6 of 8 John Spignese Current Renewables 4 Engineering Deflection Checks(Service Level): LC1: D+L Deflection (in.) = 1.677 1.677 Deflection Limit (in.) = 2.56 2.56 Deflection DCR = 0.655 0.655 LC2: S Deflection (in.) = 0.659 0.659 Deflection Limit (in.) = 1.707 1.707 Deflection DCR = 0.386 0.386 LC3:W(Down) Deflection (in.) = 0.549 0.549 Deflection Limit (in.) = 1.707 1.707 Deflection DCR = 0.322 0.322 LC4:W (Up) Deflection (in.) = 0.593 0.593 Deflection Limit (in.) = 1.707 1.707 Deflection DCR = 0.347 0.347 1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951)405-1733 Page 7 of 8 John Spignese Current fienewables Engineering Seismic Check: Existing Weight: Wall Weight (psf) = 17.0 Tributary Wall Area (ft2) = 600.0 Total Wall Weight (Ibs) = 10200.0 Roof Weight (psf) = 6.945 Roof Area (ft2) = 875.0 Total Roof Weight (Ibs) = 6077.148 Total Existing Weight(Ibs) = 16277.148 Total Additional PV Weight (Ibs) = 1034.55 Weight Increase: (Existing W+Additional W)/(Existing W) = 1.064 The increase in weight as a result of the solar system is less than 10%of the existing structure and therefore no further seismic analysis is required. 1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951)405-1733 Page 8 of 8 John Spignese Current 111/ Engineering Limits of Scope of Work and Liability: Existing structure is assumed to have been designed and constructed following appropriate codes at time of erection, and assumed to have appropriate permits.The calculations produced are only for the roof framing supporting the proposed PV installation referenced in the stamped planset and were completed according to generally recognized structural analysis standards and procedures, professional engineering and design experience, opinions and judgements. Existing deficiencies which are unknown or were not observable during time of inspection are not included in this scope of work.All PV modules, racking, and mounting equipment shall be designed and installed per manufacturer's approved installation specifications.The Engineer of Record and the engineering consulting firm assume no responsibility for misuse or improper installation.This analysis is not stamped for water leakage. Framing was determined based on information in provided plans and/or photos, along with engineering judgement. Prior to commencement of work,the contractor shall verify the framing sizes, spacings,and spans noted in the stamped plans, calculations, and cert letter(where applicable) and notify the Engineer of Record of any discrepancies prior to starting construction. Contractor shall also verify that there is no damaged framing that was not addressed in stamped plans, calculations, and cert letter (where applicable) and notify the Engineer of Record of any concerns prior to starting construction. 1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951)405-1733 DocuSign Envelope ID: D61D1DD8-25FB-4CEO-B068-282096525ABB Sunrun BrightSaveTM Agreement John Spignese 138 Long Pond Dr, Yarmouth, MA, 02664 Take Control of Your Electric Bill $0 25 Years $ 142 $0 .280 Deposit due Agreement Term Length Monthly Bill for Year Year 1 Cost per kWh Today (3.5% annual increase One (plus taxes, if applicable; (excluding upfront in monthly bill) includes $7.50 discount for payment, if any) Auto-Pay enrollment) WE'VE GOT YOU COVERED WITH OUR WORRY-FREE SERVICE C� C,"") Vil . . We provide hassle-free We monitor the system We warrant, insure, Selling your home? design, permitting, and to ensure it runs maintain and repair We guarantee the buyer installation. properly. the system. We will qualify to assume also provide a 10- your agreement. year roof warranty. A SOLAR SYSTEM DESIGN FOR YOUR HOME You get a 7.30 kW DC Solar System With 20 Solar Panels and 1 Inverter(s) .Which will produce an est. 6,089 kWh in its first year And offset approx.79% of your current, estimated electricity usage YOUR SALES REPRESENTATIVE: Bryce Nelson bryce.nelson1@sunrun.com (801) 209-4210 DocuSign Envelope ID: D61D1DD8-25FB-4CEO-B068-282096525ABB By signing below, you acknowledge that you have reviewed and received a complete copy of the Agreement without any blanks. Such Agreement shall be the complete understanding between the Parties. SUNRUN C T 4tjadPN SERVICES INC. Signatur 1GAia- � v�"� 9FDD3709846C446 Print Name: Maria Del a Cruz Date: 8/31/2022 Title: Project operations Federal Employer Identification Number: 26-2841711 IF YOU CHOOSE TO PAY BY CHECK, MAKE CHECKS OUT TO SUNRUN INC. NEVER MAKE A CHECK OUT TO A SALES REPRESENTATIVE. OUR SALES REPRESENTATIVES ARE NOT AUTHORIZED TO RECEIVE CHECKS IN THEIR OWN NAMES. YOU MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE TENTH EFFECTIVE DATE. PLEASE REVIEW THE ATTACHED NOTICES OF CANCELLATION FOR AN EXPLANATION OF THIS RIGHT. Customer EFIFORefiTATICOunt Holder Secondary Account Holder (Optional) `-0789ttt . John Spignese Signature 8/31/2022 Date — Print Name Email Address*: johnspi gnese@gmai 1 .com Mailing Address: , :;nth, MA 02664 Phone: (774)268-2084 Email addresses will be usea cy unrun for official correspondence. such as sending monthly bills or other invoices. Sales Consultant B;signing be/ow/acknow/edge that/am Sunrun accredited, that/presented this agreement according to 1' o&ifgati Si Code of Conduct, and that/obtained the homeowner's signature on this agreement. E 1 Bryce Nelson ._.__-- -----.___-------- Print Name 1983973129 Sunrun ID number Sunrun Installation Services Inc. 1225 Bush Street, Suite 1400. San Francisco. CA 94104 888.GO.SOLAR I HIC 180120 Contract Version: 202001 V1 Generation Date: 8/31/2022 Proposal ID: PK493VV9ZA74-H Version 2020Q1 V1 21 SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE# DESCRIPTION •SYSTEM SIZE:6935W DC,5760W AC •ALL WORK SHALL COMPLY WITH MA 9TH ED.CMR 780(2015 IRC/IBC/IEBC), MI 1--- SOLAR MODULES •MODULES:(19)LONG!GREEN ENERGY TECHNOLOGY CO MUNICIPAL CODE,AND ALL MANUFACTURERS'LISTINGS AND INSTALLATION SERVICE ENTRANCE PV-1.0 COVER SHEET LTD:LR4.6OHPH-365M INSTRUCTIONS. g P -/-- ----1111 PV-2.0 SITE PLAN •INVERTERS:(1)DELTA ELECTRONICS:E6-TL-US •PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2020.•RACKING:RL UNIVERSAL,SPEEDSEAL TRACK ON COMP, MP MAIN PANELPV-3.o LAYOUT SEE DETAIL SNR-DC-00436 •ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2020 d PV-4.0 ELECTRICAL •SERVICE ENTRANCE CONDUCTORS TO BE REPLACED. PHOTOVOLTAIC SYSTEM IS UNGROUNDED.NO CONDUCTORS ARE SOLIDLY SP SUB-PANEL SNR MOUNT PV-5.0 SIGNAGE •RAPID SHUTDOWN:(19)APSMART RSD-S-PLC ROOFTOP SNR MOUNT&SKIRT MODULE LEVEL RAPID SHUTDOWN DEVICE GROUNDED IN THE INVERTER.SYSTEM COMPLIES WITH 690.35. •NEW 100A MAIN BREAKER DISCONNECT WITH 100A MAIN •MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. LC PV LOAD CENTER ENCLOSURE TO BE INTALLED. CHIMNEY •MAIN PANEL REPLACEMENT:EXISTING 100 AMP MAIN PANEL •INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. WITH 100 AMP MAIN BREAKER TO BE REPLACED WITH NEW SM SUNRUN METER •RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. 125 AMP MAIN PANEL WITH 100 AMP MAIN BREAKER. ! ATTIC VENT c._ 0d oFµ1s •SNAPNRACK RACKING SYSTEMS,IN COMBINATION WITH TYPE I,OR TYPE II PM DEDICATED PV METER FLUSH ATTIC VENT ( 6 ) MODULES,ARE CLASS A FIRE RATED. �.. PVC PIPE VENTMETAL PIPE VENT•RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL INV INVERTERS)CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1). e 2S T-VENT lb,,,, Eennik•°�4,`� FS s. •CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). O AC DISCONNECT(S) S N ]( SATELLITE DISH Exo:6/30/s/3o/2o2a •ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. DC I-1 DC DISCONNECT(S) FIRE SETBACKS STAMPED 10/04/2022 •11.43 AMPS MODULE SHORT CIRCUIT CURRENT. •17.85 AMPS DERATED SHORT CIRCUIT CURRENT[690.8(A)&690.8(B)]. CB IQ COMBINER BOX I - j HARDSCAPE •PV INSTALLATION COMPLIES WITH THE NEC 2020 ARTICLE 690.12(B)(2). CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE INTERIOR EQUIPMENT —PL— PROPERTY LINE LIMITED TO 80 VOLTS WITHIN 30 SECOND OF A RAPID SHUTDOWN INITIATION L J SHOWN AS DASHED SCALE NTS A AMPERE s u n r u n AC ALTERNATING CURRENT AFC! ARC FAULT CIRCUIT INTERRUPTER AZIM AZIMUTH VICINITY MAP COMP COMPOSITION #180120 - — DC DIRECT CURRENT (E) EXISTING 695 MYLES STANDISH BLVD,TAUNTON,MA,02760)331 ESS ENERGY STORAGE SYSTEM MAIMS0 FAA EXT EXTERIOR INT INTERIOR CUSTOMER RESIDENCE: MAG MAGNETIC JOHN SPIGNESE MSP MAIN SERVICE PANEL 138 LONG POND DR, ,i i F (N) NEW YARMOUTH,MA,02664 NTS NOT TO SCALE OC ON CENTER TEL.(774)268-6283 ip,:..7 138 Long Pond Dr, PRE-FAB PRE-FABRICATED APN:YARM-000050-000066 [ Y6rmout 3,t, MA.. PSF POUNDS PER SQUARE FOOT PROJECT NUMBER: PV PHOTOVOLTAIC 223R-138SPIG RSD RAPID SHUTDOWN DEVICE TL TRANSFORMERLESS Fsf (T$ TYP TYPICAL DESIGNER: (415)580-6920 ex3 i4V c_'1• V VOLTS MD ALAM r�kt,1401, W WATTS SHEET • REV NAME DATE COMMENTS COVER SHEET - REV:A 10/1/2022 - - PAGE PV-1.0 ARRAY TRUE MAO PV AREA SITE PLAN-SCALE=1/16"=V-0" PITCH AZIM AZIM (SOFT) 40 AR-01 35° 278° 292° 372.6 Tn PL _._.___________ PL - PL - PL 1N O56313E*S\ ----------7 n I:oVASS GN (E)RESIDENCE El NO.CIVIL 1�2 �>� \', AEGISTERE��4�'e FSS/ONAIEN�'` a Ire a Exp.6/30/2024 STAMPED 10/04/2022 (N)ARRAY AR-01 / ,,= I ex iii INV Isunrun #180120 685 MYLES STNAISH BLVD,TAUNTON MA 03)60-73)1 PNONBO Fnzo CUSTOMER RESIDENCE JOHN SPIGNESE 138 LONG POND DR, PL YARMOUTH,MA,02664 pL p pL - TEL(774)268-6283 APN.YARM-000050-000066 PROJECT NUMBER. AMP LONG POND OR 223R-138SPIG DESIGNER (415)580-6920 ex3 PM C SE MD ALAM SHEET SITE PLAN REV:A 10/1/2022 NOTE:ROOFTOP MODULE LEVEL RAPID SHUTDOWN DEVICE PAGE INSTALLED ON EACH MODULE PER NEC 690.12 PV-2•0 1 ROOF INFO FRAMING INFO ATTACHMENT INFORMATION DESIGN CRITERIA Name Type Hei Ft T Max OC Max Landscape Max Landscape Max Portrait Max Portrait MAX DISTRIBUTED LOAD:3 PSF 9 Type Span Spacing Detail OC Spacing Overhang OC Spacing Overhang Configuration SNOW LOAD:30 PSF RL UNIVERSAL,SPEEDSEAL TRACK ON WIND SPEED: AR-01 COMP SHINGLE-RLU 1-Story 2X6 RAFTERS 10'-5" 24" COMP,SEE DETAIL SNR-DC-00436 2'-0" STAGGERED 140 MPH 3-SEC GUST. S.S.LAG SCREWS: 5/16":2.5"MIN EMBEDMENT D1-AR-01-SCALE:1/4"=1'-0" AZIM:278° STRUCTURAL NOTES: • INSTALLERS SHALL NOTIFY PITCH:35° ENGINEER OF ANY POTENTIAL STRUCTURAL ISSUES OBSERVED PRIOR TO 0�tH OF Mqy, PROCEEDING W/ 31'-2° _ ��, a0MOVAssio-1 G INSTALLATION. % 2 4 k c� QP CIVIL cy % • IF ARRAY(EXCLUDING SKIRT) IS WITHIN 12"BOUNDARY NO.56313 REGION OF ANY ROOF PLANE 1-6 ,,.,.yL EDGES(EXCEPT VALLEYS), ... Ill .90 -esisheE°`t, THEN ATTACHMENTS NEED �`Sa/oestEH6 TO BE ADDED AND OVERHANG REDUCED WITHIN THE 12" ExD 10/0/2024 BOUNDARY REGION ONLY AS FOLLOWS: STAMPED 10/04/2022 ••ALLOWABLE ATTACHMENT SPACING INDICATED ON PLANS TO BE REDUCED BY 50% ••ALLOWABLE OVERHANG 12'-9" I INDICATED ON PLANS TO BE 1/5TH OF ALLOWABLE ATTACHMENT SPACING INDICATED ON PLANS i • , • 1- sunrun 6" 29,-1„._._.. ..._.... ..___... ._...__.- --__.. _..._,._2,-1„_). #180120 4'-0„ 895 MYLES STMIDSH BLVD TAUNITON MA,02780.7331 PHONE 0 FAX CUSTOMER RESIDENCE JOHN SPIGNESE 138 LONG POND DR, YARMOUTH,MA,02664 TEL.(774)268-6283 APN:YARM-000050-000066 PROJECT NUMBER: 223R-138SPIG DESIGNER: (415)580-6920 ex3 MD ALAM SHEET LAYOUT REV:A 10/1/2022 SEE SITE PLAN FOR NORTH ARROW PAGE PV-3.0 120/240 VAC SINGLE PHASE SERVICE METER#: < ® EVERSOURCE 2308505 UTILITY GRID J NEW 100A MAIN BREAKER DISCONNECT WITH 100A i MAIN ENCLOSURE j---LOAD SIDE TAP 1,,,, (N)LOCKABLE BLADE TYPE (N)MA SMART FUSED AC UTILITY DELTA ELECTRONICS: DISCONNECT REVENUE E6-TL-US METER 5760 WATT INVERTER JUNCTION BOX PV MODULES 1 NEW 100A MAIN (3) 13; �' /2J OR EQUIVALENT (.)% LONGI GREEN ENERGY TECHNOLOGY BREAKERT �i. J., 'Y` // CO LTD:LR4�OHPH-365M 1 .m. I M _ I (0j/ (19)MODULES J U .) ___ � J -`Y (1)STRING OF(10)MODULES 1 ----,. 30A FUSES I L I (1)STRING OF(9)MODULES < i� PAWL MAIN SQUARE D 240V METER SOCKET LOAD RATED DC �� PANEL D221NRB 100A CONTINUOUS DISCONNECT WITH AFCI, (19)APSMART SHUTDOWN PLC MODULE FACILITY 3R,30A UTILITY SIDE OF CIRCUIT APSMART TRANSMITTER LEVEL RAPID SHUTDOWN DEVICES LOADS - NOTE:TOTAL PV BACKFEED=30A l�O,Z USED FOR INTERCONNECTION 120240VAC CONNECTS TO TOP LUGS- CALCULATIONS (LINE AT TOP LOAD AT BOTTOM) CONDUIT SCHEDULE # CONDUIT CONDUCTOR NEUTRAL GROUND 1 NONE (4)10 AWG PV WIRE NONE (1)10 AWG BARE COPPER 2 3/4"EMT OR EQUIV. (4)10 AWG THHN/THWN-2 NONE (1)10 AWG THHN/THWN-2 sun ru n 3 3/4"EMT OR EQUIV. (2)10 AWG THHN/THWN-2 (1)10 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 #180120 B95 MOLES STANDISH BLVD,TAUNTON.MA 02790.7331 PHONE FAX 0 CUSTOMER RESIDENCE: JOHN SPIGNESE 138 LONG POND DR, YARMOUTH,MA,02664 MODULE CHARACTERISTICS TEL.(774)268-6283 LONGI GREEN ENERGY APN:YARM-000050-000066 TECHNOLOGY CO LTD: PROJECT NUMBER: LR4-60HPH-365M: 365 W 223R-138SPIG OPEN CIRCUIT VOLTAGE: 40.7 V MAX POWER VOLTAGE: 34.2 V DESIGNER: (415)580-8920 ex3 SHORT CIRCUIT CURRENT: 11.43 A MD ALAM SYSTEM CHARACTERISTICS-INVERTER 1 SYSTEM SIZE: 6935 W SHEET SYSTEM OPEN CIRCUIT VOLTAGE: 457 V ELECTRICAL SYSTEM OPERATING VOLTAGE: 342 V MAX ALLOWABLE DC VOLTAGE: 480 V REV A 10/1/2022 SYSTEM OPERATING CURRENT: 21.36 A SYSTEM SHORT CIRCUIT CURRENT: 28.58 A PAGE PV-4.0 ( 1 `W/L R N I N G INVERTER 1 NOTES AND SPECIFICATIONS: L• /1 •SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2020 ARTICLE ELECTRICAL SHOCK HAZARD PHOTOVOLTAIC DC DISCONNECT 110.21(B),UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690,OR IF REQUESTED BY THE LOCAL AHJ. MAXIMUM SYSTEM VOLTAGE: 480 VDC •SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE TERMINALS ON LINE AND LOAD WORDS,COLORS AND SYMBOLS. •LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING SIDES MAY BE ENERGIZED IN LABEL LOCATION: METHOD AND SHALL NOT BE HAND WRITTEN. THE OPEN POSITION INVERTER(S),DC DISCONNECT(S). •LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT PER CODE(S):NEC 2020:690.53 INVOLVED. LABEL LOCATION: •SIGNS AND LABELS SHALL COMPLY WITH ANSI 2535.4-2011,PRODUCT SAFETY INVERTER(S),AC/DC DISCONNECT(S), SIGNS AND LABELS,UNLESS OTHERWISE SPECIFIED. AC COMBINER PANEL(IF APPLICABLE). •DO NOT COVER EXISTING MANUFACTURER LABELS. PER CODE(S):NEC 2020:690.13(B) WARNING: PHOTOVOLTAIC AWARNING POWER SOURCE LABEL LOCATION: DUAL POWER SUPPLY INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT, SOURCES:UTILITY GRID AT EACH TURN,ABOVE AND BELOW PENETRATIONS, ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS. AND PV SOLAR ELECTRIC PER CODE(S):NEC 2020:690.31(D)(2),IFC 2012: SYSTEM 605.11.1.4 LABEL LOCATION: UTILITY SERVICE METER AND MAIN -- - --- --SERVICE PANEL. PER CODE(S):NEC 2020:705.12(C) AWARNING RAPID SHUTDOWN SWITCHCAUTION . • POWER SOURCE OUTPUT CONNECTION FOR SOLAR PV SYSTEM DO NOT RELOCATE THIS MULTIPLE SOURCES OF POWER OVERCURRENT DEVICE LABEL LOCATION: t_ i INSTALLED WITHIN 3'OF RAPID SHUT DOWN LABEL LOCATION: SWITCH PER CODE(S):NEC 2020:690.56(C)(2),IFC /\ SOLAR PANELS ON ROOF • Su n run ADJACENT TO PV BREAKER AND ESS 2012 605.11.1.IFC 2018:1204.5.3 PER OCPD(IF NECAPPLICABLE). CODE(S):NC 2020: 4° ,Nr 705,2AWARNING �� SOLAR PV SYSTEM EQUIPPED #180120 PHOTOVOLTAIC SYSTEM WITH RAPID SHUTDOWN „� PHONE95 ESSTMIDISN BLVD,YMM��ON,M�ODl6)1l1 • COMBINER PANEL FAX DO NOT ADD LOADS „- MAIN PANEL (INT) CUSTOMER RESIDENCE: JOHN SPIGNESE LABEL LOCATION: II = 136 LONG POND DR, PHOTOVOLTAIC AC COMBINER(IF YARMOUTH,MA,02664 APPLICABLE). PER CODE(S):NEC 2020:705.12(D)(2)(3)(c) ' TURN RAPID SHUTDOWN INVERTER (EXT) SWITCH TO THE"OFF" SOLAR•�.• 11 TEL.(774)268-6283 _ POSITION TO SHUT DOWN APN:YARM-000050-000066 PV SYSTEM DISCONNECT PV SYSTEM AND REDUCE SERVICE ENTRANCE PROJECT NUMBER: MAXIMUM AC OPERATING CURRENT:24.00 AMPS SHOCK HAZARD IN THE . 223R-138SPIG NOMINAL OPERATING AC VOLTAGE240 VAC I ARRAY. DESIGNER: (415)580-6920 ez3 LABEL LOCATION: MD ALAM AC DICONNECTIS).PHOTOVOLTAIC SYSTEM POINT OF AC DISCONNECT PER CODE(S):NEC 2020:690.54 LABEL LOCATION: SHEET ON OR NO MORE THAT 1M(3 FT)FROM THE SERVICE PV PRODUCTION METER SIGNAGE DISCONNECTING MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED. 138 LONG POND DR, YARMOUTH, MA, 02664 REV:A 10/1/2022 PER CODE(S):NEC 2020:690.56(C) -- - — PAGE PV-5.0 SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE N DESCRIPTION •SYSTEM SIZE:6935W DC,5760W AC •ALL WORK SHALL COMPLY WITH MA 9TH ED.CMR 780(2015 IRC/IBC/IEBC), MI SOLAR MODULES PV-1.0 COVER SHEET •MODULES:(19)LONGI GREEN ENERGY TECHNOLOGY CO MUNICIPAL CODE,AND ALL MANUFACTURERS'LISTINGS AND INSTALLATION SERVICE ENTRANCE t LTD:LR4.60HPH-365M INSTRUCTIONS. LW $a- -_-0 -_" "- a — PV-2.0 SITE PLAN VOLTAIC SYSTEM LL COMPLY WITH NEC 2020. SEE• CDEITAIIL SNR-DCRSAL,SPEEDSEAL TRACK ON COMP, •ELECTORICCAL SYSTEM GROUINDIING WILL COMPLY WITH NEC 2020. MP MAIN PANEL �) PV-3.0 LAYOUT •SERVICE ENTRANCE CONDUCTORS TO BE REPLACED PV 4.0 ELECTRICAL PHOTOVOLTAIC SYSTEM IS UNGROUNDED.NO CONDUCTORS ARE SOLIDLY SP SUB-PANEL SNR MOUNT PV-5.0 SIGNAGE •RAPID SHUTDOWN:(19)APSMART RSD-S-PLC ROOFTOP SNR MOUNT 8 SKIRT MODULE LEVEL RAPID SHUTDOWN DEVICE GROUNDED IN THE INVERTER.SYSTEM COMPLIES WITH 690.35. •MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. LC PV LOAD CENTER •NEW 100A MAIN BREAKER DISCONNECT WITH 100A MAIN .v9 ?�,l CHIMNEY ENCLOSURE TO BE INTALLED. •INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. •MAIN PANEL REPLACEMENT.EXISTING 100 AMP MAIN PANEL WITH 100 AMP MAIN BREAKER TO BE REPLACED WITH NEW SM SUNRUN METER •RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. 125 AMP MAIN PANEL WITH 100 AMP MAIN BREAKER. , \ ATTIC VENT GO 0p s, •SNAPNRACK RACKING SYSTEMS,IN COMBINATION WITH TYPE I,OR TYPE II PM DEDICATED PV METER _] FLUSH ATTIC VENT or'� MovassiC% MODULES,ARE CLASS A FIRE RATED. o PVC PIPE VENT u� CIVIL s 14 NO.56313 •RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL INV INVERTER(S) 0 METAL PIPE VENT CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1). 12.1 T-VENT Ago/ s1cp° 4°p IFS GNP •CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). I AC AC DISCONNECT(S) S/oNAI )y SATELLITE DISH Exp.6/30/2024 •ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. DC •11.43 AMPS MODULE SHORT CIRCUIT CURRENT. =I DC DISCONNECT(S) FIRE SETBACKS STAMPED 10/04/2022 •17.85 AMPS DERATED SHORT CIRCUIT CURRENT[690.8(A)8 690.8(B)). IQ COMBINER BOX 1. CB ; HARDSCAPE •PV INSTALLATION COMPLIES WITH THE NEC 2020 ARTICLE 690.12(B)(2). CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE INTERIOR EQUIPMENT —PL— PROPERTY LINE LIMITED TO 80 VOLTS WITHIN 30 SECOND OF A RAPID SHUTDOWN INITIATION L J SHOWN AS DASHED SCALE:NTS A AMPERE s u n r u n AC ALTERNATING CURRENT AFC! ARC FAULT CIRCUIT INTERRUPTER AZIM AZIMUTH VICINITY MAP COMP COMPOSITION DC DIRECT CURRENT #180120 (E) EXISTING ese YTlfs srANDISH BLVO TAUNTON IA.027S0r331 ESS ENERGY STORAGE SYSTEM FPHONE0 •x0 EXT EXTERIOR INT INTERIOR CUSTOMER RESIDENCE: S MAG MAGNETIC JOHN SPIGNESE • "VAR MSP MAIN SERVICE PANEL 138 LONG POND DR, y (N) NEW YARMOUTH,MA,02664 NTS NOT TO SCALE QQ Long .y �j OC ON CENTER TEL.(774)268-6283 go �""�' -0 �•� �+ PRE-FAB PRE-FABRICATED APN:YARM-000050-000066 PSF POUNDS PER SQUARE FOOT S44Ji1 Yrm�ut �1... PV PHOTOVOLTAIC PROJECT NUMBER: RSD RAPID SHUTDOWN DEVICE 223R-138SPIG ,(.1¢ 2 t J TL TRANSFORMERLESS 415 580-6920 ex3 ` TYP TYPICAL DESIGNER ( ) firr. a V VOLTS MD ALAM �k,61•P , ff,''' W WATTS SHEET ` ,19,';'.."?' REV NAME DATE COMMENTS COVER SHEET sy ''. 1 REV A 10/1/2022 , ;,_ - PAGE PV-1.0 ARRAY TRUE MAG PV AREA SITE PLAN-SCALE=1/16"=1%0" PITCH AZIM AZIM (SOFT) AR-01 35' 278° 292' 372.6 - N P, -- PL -- pL �lN OF A1q st ------------7 �'Y'a�MOVASs9 (E)RESIDENCE ij ep CIVIL cs o% NO.56313 P j �SSIONALEN6\ n , ait / d Exp:6/30/2024 STAMPED 10/04/2022 / (N)ARRAY AR-01 I� ��� 1 ine ,= n /+- - sunrun .. INV • I I Tn #180120 j - J SOS MYLES STANDISH BLVD,TAUNTON,MA,02780-7331 RNO.0 g CR JOHNUSTOME SPIGNESE 138 LONG POND DR,RESIDENCE: _ �- PL YARMOUTH,MA,02664 PL TEL. 268-6283 774) PL APN:(YARM-00050-00066 PROJECT NUMBER: IMF LONG EOND OR 223R-138SPIG DESIGNER: (415)580-6920 ex3 AC PM I1 SE MD ALAM SHEET SITE PLAN REV:A 10/1/2022 NOTE:ROOFTOP MODULE LEVEL RAPID SHUTDOWN DEVICE INSTALLED ON EACH MODULE PER NEC 690.12 PAGE PV-2.0 1 ROOF INFO FRAMING INFO ATTACHMENT INFORMATION DESIGN CRITERIA Name Type Height Type Max OC Detail Max Landscape Max Landscape Max Portrait Max Portrait Configuration MAX DISTRIBUTED LOAD:3 PSF Span Spacing OC Spacing Overhang OC Spacing Overhang SNOW LOAD:30 PSF RL UNIVERSAL,SPEEDSEAL TRACK ON - - WIND SPEED: AR-01 COMP SHINGLE-RLU 1-Story 2X6 RAFTERS 10'-5" 24" COMP,SEE DETAIL SNR-DC-00436 6'-0" 2'-4" 4'-0" 2'-0" STAGGERED 140 MPH 3-SEC GUST. S.S.LAG SCREWS: 5/16":2.5"MIN EMBEDMENT D1-AR-01-SCALE:1/4"=1'-0" AZIM:278° STRUCTURAL NOTES: • INSTALLERS SHALL NOTIFY PITCH:35° ENGINEER OF ANY POTENTIAL STRUCTURAL ISSUES OBSERVED PRIOR TO �yTNorMgs PROCEEDING W/ 04>4 a�Movass��y INSTALLATION. 31,-2 q ,_2'-4" 9�s • IF ARRAY(EXCLUDING SKIRT) I c CIVIL IS WITHIN 12"BOUNDARY NO.56313 `^ REGION OF ANY ROOF PLANE 1-0 .•-vyt— EDGES(EXCEPT VALLEYS), ', q io 'PEG/STme �� If ° MAG I HGSTAMPED 10/O4022AI --<-------• ••ALLOWABLE OVERHANG 12'-9" I INDICATED ON PLANS TO BE I 1/5TH OF ALLOWABLE ATTACHMENT SPACING INDICATED ON PLANS 'MM. 11.1111— • — • — — „ , sunrun 6,, ,_ 29.- -, 2-1„_, #180120 4,-0„ 695 MYLES STANDISH BLVD.TAUNTON,MA.02780.7331 PHONED F.0 CUSTOMER RESIDENCE: JOHN SPIGNESE • 138 LONG POND DR, YARMOUTH,MA,02664 TEL.(774)268-6283 APN:YARM-000050-000066 PROJECT NUMBER: 223R-138SPIG DESIGNER: (415)580-6920 ex3 MD ALAM SHEET LAYOUT REV:A 10/1/2022 SEE SITE PLAN FOR NORTH ARROW PAGE PV-3.0 120/240 VAC SINGLE PHASE SERVICE METER#: OEVERSOURCE 2308505 UTILITY GRID 1 NEW 100A MAIN BREAKER DISCONNECT WITH 100A I MAIN ENCLOSURE LOAD SIDE TAP / (N)LOCKABLE BLADE TYPE (N)MA SMARTA FUSED AC UTILITY DELTA ELECTRONICS: DISCONNECT REVENUE E6-TL-US 1 _ METER 5760 WATT INVERTER JUNCTION BOX PV MODULES NEW 100A MAIN (3) (3) (3) J 2) OR EQUIVALENT it LONGI GREEN ENERGY TECHNOLOGY / CO LTD:LR4-6OHPH-365M (1 BREAKER \�. A i I ,T — +�// (19)MODULES U J O U _-- —� IU (1)STRING OF(10)MODULES �--, 30A FUSES I I 1 ) (1)STRING OF(9)MODULES NEW 125A MAIN SQUARE D 240V METER SOCKET LOAD RATED DC L �� PANEL D221NRB 100A CONTINUOUS DISCONNECT WITH AFCI, (19)APSMART RSD-S-PLC MODULE FACILITY —. 30A UTILITY SIDE OF CIRCUIT APSMART TRANSMITTER LEVEL RAPID SHUTDOWN DEVICES LOADS NOTE:TOTAL PV BACKFEED=30A 3R, -1.�oi°„o USED FOR INTERCONNECTION 120/240VAC CONNECTS TO TOP LUGS- (LINE AT TOP LOAD AT BOTTOM) CALCULATIONS CONDUIT SCHEDULE # CONDUIT CONDUCTOR NEUTRAL GROUND 1 NONE (4)10 AWG PV WIRE NONE (1)10 AWG BARE COPPER 2 3/4"EMT OR EQUIV. (4)10 AWG THHN/THWN-2 NONE (1)10 AWG THHN/THWN-2 s u n r u n 3 3/4"EMT OR EQUIV. (2)10 AWG THHN/THWN-2 (1)10 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 #180120 695 MYLES 6TANOISM BLVD,TAUNTON,MA,027867331 PHONE 0 CUSTOMER RESIDENCE: JOHN SPIGNESE 138 LONG POND DR, YARMOUTH,MA,02664 MODULE CHARACTERISTICS TEL.(774)266-6283 LONGI GREEN ENERGY APN:YARM-000050-000066 TECHNOLOGY CO LTD: PROJECT NUMBER: LR4-60HPH-365M: 365 W 223R-138SPIG OPEN CIRCUIT VOLTAGE: 40.7 V MAX POWER VOLTAGE: 34.2 V DESIGNER: (415)580-6920 ex3 SHORT CIRCUIT CURRENT: 11.43 A MD ALAM SYSTEM CHARACTERISTICS-INVERTER 1 SYSTEM SIZE: 6935 W SHEET SYSTEM OPEN CIRCUIT VOLTAGE: 457 V ELECTRICAL SYSTEM OPERATING VOLTAGE: 342 V MAX ALLOWABLE DC VOLTAGE: 480 V REV:A 10/1/2022 SYSTEM OPERATING CURRENT: 21.36 A SYSTEM SHORT CIRCUIT CURRENT: 28.58 A PAGE PV-4.0 .. 1 INVERTER 1 NOTES AND SPECIFICATIONS: •SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2020 ARTICLE ELECTRICAL SHOCK HAZARD PHOTOVOLTAIC DC DISCONNECT 110.21(B),UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690,OR IF REQUESTED BY THE LOCAL AHJ. MAXIMUM SYSTEM VOLTAGE 480 VDC •SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE TERMINALS ON LINE AND LOAD WORDS,COLORS AND SYMBOLS. •LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WRING SIDES MAY BE ENERGIZED IN LABEL LOCATION: METHOD AND SHALL NOT BE HAND WRITTEN. THE OPEN POSITION INVERTER(S),DC DISCONNECT(S). •LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT PER CODE(S):NEC 2020:690.53 INVOLVED. LABEL LOCATION. •SIGNS AND LABELS SHALL COMPLY WITH ANSI 2535.4-2011,PRODUCT SAFETY INVERTER(S),AC/DC DISCONNECT(S), SIGNS AND LABELS,UNLESS OTHERWISE SPECIFIED. AC COMBINER PANEL(IF APPLICABLE). •DO NOT COVER EXISTING MANUFACTURER LABELS. PER CODE(S):NEC 2020:690.13(B) WARNING: PHOTOVOLTAIC AWARNING POWER SOURCE LABEL LOCATION: DUAL POWER SUPPLY INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT, SOURCES:UTILITY GRID AT EACH TURN,ABOVE AND BELOW PENETRATIONS, ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS. AND PV SOLAR ELECTRIC PER CODE(S):NEC 2020,690.31(D)(2),IFC 2012: SYSTEM 605.t 7.7.4 LABEL LOCATION: UTILITY SERVICE METER AND MAIN SERVICE PANEL. PER CODE(S):NEC 2020:705.12(C) WARNING RAPID SHUTDOWN SWITCH cAuTIoN . POWER SOURCE OUTPUT CONNECTION FOR SOLAR PV SYSTEM • DO NOT RELOCATE THIS MULTIPLE SOURCES OF POWER OVERCURRENT DEVICE LABEL LOCATION: INSTALLED WITHIN 3'OF RAPID SHUT DOWN LABEL LOCATION: SWITCH PER CODE(S):NEC 2020:690.56(C)(2),IFC -- SOLAR PANELS ON ROOF ADJACENT TO PV BREAKER AND ESS 2012:605.11.1.IFC 2018,1204.5.3 _ OCPD(IF APPLICABLE). _ , r + u n r u n PER CODE(S):NEC 2020: 4" _ N 705.1203)(3)(2) AWARNING SOLAR PV SYSTEM EQUIPPED #160120 PHOTOVOLTAIC SYSTEM 665 MYLES STANDISH BLVD,TAUNTON,MA,027567331 PHONE° • COMBINER PANEL WITH RAPID SHUTDOWN MAIN PANEL (INT) FAX ° DO NOT ADD LOADS CUSTOMER RESIDENCE: JOHN SPIGNESE LABEL LOCATION: • PHOTOVOLTAIC AC COMBINER(IF 138 LONG POND DR, APPLICABLE). YARMOUTH,MA,02664 PER CODE(S):NEC 2020:705.12(D)(2)(3)(c) TURN RAPID SHUTDOWN — INVERTER (EXT) SWITCH TO THE"OFF" TEL.(774)266-6283 POSITION TO SHUT DOWN APN:YARM-000050-000066 PV SYSTEM DISCONNECT PVSYSTEMANDREDUCE SERVICE ENTRANCE PROJECT NUMBER: MAXIMUM AC OPERATING CURREN T:24.00 AMPS SHOCK HAZARD IN THE III223R-138SPIG NOMINAL OPERATING AC VOLTAGE: 240 VAC ARRAY. DESIGNER: (415)580-6920 Bx3 LABEL LOCATION: MD ALAM INT DISCO NECTION,PHOTOVOLTAIC SYSTEM POINT OF t. --AC DISCONNECT SHEET LOCATION: PER CODE(S):NEC 2020:690.54 • ONBEL OR NO MORE THAT I M(3 FT)FROM THE SERVICE _ PV PRODUCTION METER SIGNAGE DISCONNECTING MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED. 138 LONG POND DR, YARMOUTH, MA, 02664 REV:A 10/1/2022 PER CODE(S):NEC 2020:690.56(C) PAGE PV-5.0