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HomeMy WebLinkAboutBLD-23-004200 m a- lei. /13/1,1-5 ONE &TWO FAMILY ONLY-BUILDING PERMIT Town of Yarmouth Building Department 1146 Route 28,South Yarmouth,MA 02664-4492 508-398-2231 ext. 1261 Fax 508-398-0836 �s Massachusetts State Building Code,780 CMR Building Permit Application To Construct, Repair, Renovate Or Demolish a One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: B( b-•2 3 v(}loyT) Date Applied: /LV- Build' eial(P. ame) ' ature Da' F C E 1 V E D SEC ION :SITE INFORMATION r-_._ 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers JAN 2 2023 193 South Sea Ave. West Yarmouth Ma 02673 1.1 a Is this an accepted street?yes no Map Number Parcel Number r , __. 0-rt.4tf�C DEPARTMI=NT 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public 0 Private 0 Zone: Outside Flood Zone? _ Municipal 0 On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Adn n Alkhamis West Yarmouth Ma 02673 Name(Print) City,State,ZIP 193 South Sea Ave. N/A adnan.alkhamis@gmail.com No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK"-(check all that apply) New Construction 0 Existing Building 0 ( Owner-Occupied ❑ i Repairs(s) ❑ Alteration(s) ❑ Addition 0 Demolition ❑ Accessory Bldg.0 Number of Units Other ❑ Specify: Brief Description of Proposed Work2: roof top solar installation of 26 solar panels. and 26 microinverters SECTION 4:ESTIMATED CONSTRUCTION COSTS. • Item Estimated Costs: Official Ilse Only (Labor and Materials) I.Building $ 19,144 I. Building Permit Fee:$ I SD Indicate how fee is determined: 2.Electrical $4,786 ❑Standard City/Town Application Fee ❑Total Project Cost3(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List 013)(112_- 5.Mechanical (Fire $ Suppression) Total All Fees:$ Check No. Check Amount: Cash Amount: 6.Total Project Cost: $ 23,930 0 Paid in Full ❑Outstanding Balance Due: • 4 s i .or. - 34. _ - .... • . .i�.psi C:, r a 3 v 73 ESO5 'i i4AL t s i r + • • . _ ,. v - -S .. ;;d]' i • t , .,r;st i . . ii y:I ,tl. C:,,. .1r; ��. .. .. -.� 4• is ?.. _. . -a t; t ✓'-,_ it �. i.0 • r • SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 102855 7/13/2023 Mark Durrenberger License Number Expiration Date Name of CSL Holder 577 Main St Suite 430 List CSL Type(see below) 11 No.and Street Type Description Hudson Ma 01749 U Unrestricted(Buildings up to 35,000 cu.ft.) R Restricted 1&2 Family Dwelling City/Town,State,ZIP Iv1 Masonry 978-830-3181 RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances amanda.mckay@newenglandcleanenergy.com Insulation Telephone Email address _ D Demolition 5.2 Registered Home Improvement Contractor(HIC) 174170 MArrykp Durrenberger ��New England Clean Energy 1/1/2025 effIVlalnri Ji.7UIfiC4P1 strant Name C Registration Number Expiration Date amanda.mckay@newenglandcleanenergy.com No.and Street Email address Hudson Ma 01749 978-830-3181 City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes f l 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 New England Clean Energy to act on my behalf,in all matters relative to work authorized by this building permit application. See attached authorization 1/20/2023 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 and penalties of perjury that all of the information contained in application true and curate to the best of my knowledge and understanding. C/l 1/20/2023 Print Owner's or Authorized Agent's Name(gfectronic 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.aov/oca Information on the Construction Supervisor License can be found at www.mass.zov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" s , . . • r . • _ ' 4.'1•, #14 • , •••• • _ . . • . _ • , . . - • .44 • • . • ,• . . „ . • . . . • _ . • _ , .• • T*: - . • DATE(MM/DD/YYYY) ACORO CERTIFICATE OF LIABILITY INSURANCE 01/20/2023 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 NAME; Jennifer Maglione L&S-BOULE INSURANCE AGENCY (A/CNo,Exth (508)485-4900 FAX (A/C, Eaoess: jmaglione@Isboule.com 158 MAIN ST INSURER(S)AFFORDING COVERAGE NAIC# MARLBORO MA 01752 INSURERA: AMGUARD INSURANCE CO 42390 INSURED INSURER B: NEW ENGLAND CLEAN ENERGY INC INSURER C: INSURER D: 577 MAIN ST STE 430 INSURER E: HUDSON MA 017493054 INSURERF: COVERAGES CERTIFICATE NUMBER: 854605 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 EFF POLICY EXPM/ LIMITS LTR INSD WVD POLICY NUMBER (MDDIYYYY) (MMIDD/YYYY1 COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE 1 OCCUR PR S(RENTED PREMISES(Ea occurrence) $ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE OMIT APPLIES PER: GENERAL AGGREGATE $ POLICY JET LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABIUTY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS N/A BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY (Per accident) UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE N/A AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION X STATUTE EOTH AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER/EXA OFFICER/MEMBER EXCLUDED?ECUTIVE NIA N/A NIA R2WC352031 11/27/2022 11/27/2023 E.L.EACH ACCIDENT $ 1,000,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ 1,000,000 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 Town of Yarmouth ACCORDANCE WITH THE POLICY PROVISIONS. 1146 Route 28 AUTHORIZED REPRESENTATIVE Yarmouth MA 02664 Daniel M.Crowley,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD :. : s xs . E y ;t . ,r. \ . '.,� eer'�.. :T • • • • • Sr= t. .;y _. .,. ...,. _...... ..� � .. ,.ate ,,,. .IS.1 r S • ? "•. !"33 .., ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(MMlDDlYYYY) 12/21/2022 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 L&S Boule Insurance Agency Inc PHONE FAX 158 Main Street (A/C,No.Extt; (A/C,No): E-MAIL P.O. Box 63 ADDRESS: Marlborough, MA 01752 INSURER(S)AFFORDING COVERAGE NAM* INSURER A: NORTHFIELD INSURANCE CO 27987 INSURED New England Clean Energy, Inc. INSURERS: ARBELLA PROTECTION 41360 577 Main St INSURER C: CAPITOL INDEMNITY CORP 10472 Ste 430 Hudson, MA 01749 INSURER D: 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 POLICY TYPE OF INSURANCE ADDL SUBR POLICY EFF EXP UNITS INSD WVD POLICY NUMBER (MM/DD/YYYY) IMMIDDIYYYYI A V I COMMERCIAL GENERAL LIABILITY WS530136 11/13/2022 11/13/2023 EACH OCCURRENCE $ 1,000,000 DAMAGE TO CLAIMS-MADE V" OCCUR PREMISES(EaENTED occurrence) $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE OMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 V POLICY MT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ B AUTOMOBILE LIABIUTY 1020013317 01/30/2022 01/30/2023 COMBINED SINGLE LIMIT(Ea accident) $ 1,000,000 _______-------- ANY AUTO BODILY INJURY(Per person) $ OWNED �/ SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS ✓ HIRED ✓ NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY (Per accident) O UMBRELLAUAB OCCUR XS19022613-01 11/13/2022 11/13/2023 EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ _ DED ✓ RETENTION$ 10000.00 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS' BIUTY YIN STATUTE ER UA ANYPROPRIETOR/PARTNER/EXECUTIVE EL EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N I A (Mandatory in NH) EL DISEASE-EA EMPLOYEE $ If Yes,describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Operations performed by insured on behalf of certificate holder Work comp certificate to follow CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Yarmouth ACCORDANCE WITH THE POLICY PROVISIONS. 181 South Sea Ave West Yarmouth,MA 02673 AUTHORIZED REPRESENTATIVE a1 s ? ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 5'] 8• ': ';r • • , • • .,.„ • , _ t 1 =, The Commonwealth of Massachusetts Department of Industrial Accidents iI ., Office of Investigations Lafayette City Center 2 Avenue 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): New England Clean Energy Address: 577 Main St, Suite 430 City/State/Zip: Hudson MA 01749 Phone #: 978-567-6527 Are you an employer? Check the appropriate box: Type of project(required): 1. I am a employer with 20 4. ❑ I am a general contractor and 1 employees (full and/or part-time).* have hired the sub-contractors 6. New construction listed on the attached sheet. 7. 0 Remodeling 2.❑ I am a sole proprietor or partner- ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' 9. El Building addition [No workers' comp. insurance comp. insurance.$ required.] 5. 0 We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other solar comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Amguard Insurance Company Policy#or Self-ins. Lic. #: R2WC352031 Expiration Date: 11/27/2023 Job Site Address: 193 South Sea Ave. West Yarmouth Ma 02673 City/State/Zip: 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: 4� /%':G:" ,;�t� Date: 1/20/2023 Phone#: 978-830-3181 f 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): �-7 I❑Board of Health 2❑Building Department 3 UCity/Town Clerk 4.11 Electrical Inspector 5E'lumbing Inspector 6.0Other Contact Person: Phone#: c h 4 y}Y e IA '. f. tka ! 4 i . , s , .:. . >. :<- :45 - - 10'. '}a . .. -.-i`£°i . .... e I ;i. ,L.i;., !.kR.i�....3 '" '114: [i .' ...E. .R.' 1'1 §TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-223t1 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 193 South Sea Ave. West Yarmouth Ma 02673 Work Address Is to be disposed of oat the following location: 577 Main St Suite 430 Hudson Ma, 01749 Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Ch. 111, §150A. 4frytai-tda- 1/20/2023 Signature of Application Date Permit No. z r J t .4 7 L C `NEW ENGLAND lean Energy DELIVERING SOLAR—the better alternative General Consent Form Date: 12/21/2022 Property Owner: Adnan Alkhamis Project Address: 193 South Sea Avenue,West Yarmouth,Ma 02673 I,Adnan Alkhamis, as Owner or appointed representative of the subject property hereby authorize New England Clean Energy, Inc.to act on my behalf,in all matters relative to work authorized by this agreement,including but not limited to municipal permit applications, utility company applications, and rebate or other incentive applications. I recognize that signature requests may come from others such as the Utility,the incentive granting organization,or the Authorities Having Jurisdiction (AHJs). As such, I acknowledge that delays in processing signature requests from others will likely delay the installation of my renewable energy system.And therefore agree to process all subsequent signature requests in a timely manner. 12/22/2022 Adnan Alkhamis, Owner/ Site Representative Date 577 Main Street, Suite 430, Hudson,MA o1749 • 978-567-6527 • NECleanEnergy.com Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Co nstructibih`ssupervisor CS-102855 MARK R DURRENBERGER Expires;07/13/2023 577 MAIN STREET,#430 HUDSON MA 01749 4()/44 I€• Commissioner , r7 16n(b.n., THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, Massachusetts 02118 Home Improvement (:ontractor Registration _""'i4 Type: Corporation NEW ENGLAND CLEAN ENERGY INC Registration: 174170 ,,, `M. Expiration: 01/01/2025 577 MAIN STREET SUITE 430 ~MO M A. HUDSON, MA 01749 .� Update Address and Return Card. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs&Business Regulation Registration valid for individual use only before the HOME IMPROVEMENT CONTRACTOR expiration date. If found return to: TYPE:Corporation Office of Consumer Affairs and Business Regulation Registration Expiration 1000 Washington Street -Suite 710 174170 01/01/2025 Boston,MA 02118 NEW ENGLAND CLEAN ENERGY INC MARK R. DURRENBERGER ' 577 MAIN STREET v,4�.7,el.;i_'�C11+4' SUITE 430 HUDSON,MA 01749 Undersecretary Not valid without signature J ` VE C T O R E n G i n E E R VSE Project Number:U1867.0583.231 January 13,2023 New England Clean Energy 43 Broad Street Hudson,MA 01749 REFERENCE: Prj3409 Alkhamis Residence: 193 South Sea Avenue,Yarmouth,MA 02673 New England Clean Energy Project: PRJ3409 Solar Array Installation To Whom It May Concern: We have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review,we conclude that the existing structure is adequate to support the proposed solar panel installation. Design Parameters Code:Massachusetts State Residential Code(780 CMR Chapter 51,9th Edition(2015 IRC)) Risk Category:II Design wind speed,Vult: 140 mph(3-sec gust) Wind exposure category:C Ground snow load,Pg:30 psf Flat roof snow load,Pf:25 psf Existing Roof Structure Roof structure:2x10 rafters @ 16"o.c. Roofing material:composite shingles Roof slope:33° Connection to Roof Mounting connection:(1)Roof Tech RT Mini w/(2)5.0x60mm SS wood screws to framing at max.48"o.c.along rails Install(2)rails per row of panels,evenly spaced;panel length perpendicular to the rails shall not exceed 70 in Rail cantilever shall not exceed 33%of connection spacing Connections shall be staggered so as not to overload any existing structural member Conclusions Based upon our review,we conclude that the existing structure is adequate to support the proposed solar panel installation. See attached calculations. 651 W.Galena Park Blvd.,Ste.101/Draper,UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com . , • • g • g g • . . • - . g g •• , . • . • , • . • ; „. -. • . • -,, 4 . „.. „ VSE Project Number:U1867.0583.231 Prj3409 Alkhamis Residence 1111hV E CTOR 1/13/2023 E f l G I t'l EER 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 ,`er WELLS L. yG o z HOLIES v STRUCTURAL N No 54240 et; �•: 01/13/2023 Wells Holmes,S.E. MA License:54240-Expires:06/30/2024 Project Engineer Enclosures WLH/jdm 651 W.Galena Park Blvd.,Ste.101/Draper,UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com � t • t�i d Yi 1 L ' 5 `it • 1;i iPi: .. - - , • . :+: .. . . _ _ x.,_Y' • • • to . # + : 'n JOB NO.: U1867.0583.231 *VECTOR SUBJECT: WIND PRESSURE E r1 G I n E E R PROJECT: Prj3409 Alkhamis Residence Components and Cladding Wind Calculations Label: Solar Panel Array Note: Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 140 Notes: Exposure Category: C Risk Category: II ADDITIONAL INPUT & CALCULATIONS: Height of Roof, h [ft]: 25 (Approximate) 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: 0.95 Table 30.3-1 KZt: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 40.3 Equation 30.3-1 GCp,: 0 Table 26.11-1 PRESSURES: p =g,,I(GC1,1-(GCp;lJ Equation 30.9-1 Zone 1, p [psf]: 39.8 psf(1.0 W, Interior Zones, beyond 'a' from roof edge) Zone 2, p [psf]: 47.8 psf(1.0\N, End Zones, within 'a' from roof edge) Zone 3, p [psf]: 47.8 psf(1.0 W, Corner Zones, within 'a' from roof corner) (a= 3 ft) • .. .• : ,.. rro fix^: . 111 .{ «.... f'.,. , • - :!",,. ft 1 • \\ s JOB NO.: U1867.0583.231 \/! E C T O R SUBJECT: CONNECTION E n o i n E E R S PROJECT: Prj3409 Alkhamis Residence Calculate Uplift Forces on Connection Pressure Max Trib. Max Uplift Max Trib. Width z (0.6 Dead -0.6 Wind) Area Force (psf) (ft) (ft2) (Ibs) Zone 1 22.1 4.0 11.7 257 Zone 2 26.9 4.0 11.7 314 Zone 3 26.9 4.0 11.7 314 Calculate Connection Capacity Roof Connector: Roof Tech RT Mini Additional Connection Info: w/ (2) 5.0x60mm SS wood screws to framing Ultimate Capacity3 [Ibs/in]: 894 Factor of Safety: 2 Qty. of Connectors: 1 Prying Coefficient: 1 Total Capacity [Ibs]: 447 Determine Result Maximum Demand: 314 Connection Capacity: 447 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. Ultimate capacity values are from manufacturer testing. 4. Install metal roof connector per manufacturer's written instructions with recommended fasteners when indicated. z 4 VECTOR JOB NO.: U1867.0583.231 SUBJECT: GRAVITY LOADS n l n E E R S PROJECT: Prj3409 Alkhamis Residence GRAVITY LOADS Roof Pitch: 7.8 :12 Design material Increase due to Material weight ROOF DEAD LOAD (D) weight [psf] pitch [psf] Composite Shingles 2.4 1.19 2.0 1/2" Plywood 1.2 1.19 1.0 Framing 3.0 3.0 Insulation 0.0 0.0 1/2" Gypsum Clg. 0.0 1.19 0.0 M, E & Misc 2.0 2.0 Total Existing Roof DL 8.6 PV Array DL .3.6 1.19 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]: 7.8 7.8 Roof Slope [°]: 223 33 Ground Snow Load, pg [psf]: 20 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, pt[psf]: 25 25 ASCE 7-10, Equation 7.3-1 Minimum Roof Snow Load, pm [psf]: 0 0 ASCE 7-10, Section 7.3.4 Unobstructed Slippery Surface? No No ASCE 7-10,Section 7.4 Slope Factor Figure: Figure 7-2b Figure 7-2b ASCE 7-10, Section 7.4 Roof Slope Factor, Cs: 1.00 1.00 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, ps [psf]: 25 25 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 25 25 . f f'., qb .. - . s k Jk • (fr3 - - i� • • : : {'.. f , • - , Fbf F„,, 9 VECTOR JOB NO.: U1867.0583.231 DFL#1 DFL#IAbbrev GRADES (psi) (psi) E.(psi) (Ib/ft3)DFL#1 1.000 180 1,700,000 32 DFL#2 DFL#2 900 180 1,600,000 32 . E rl O I fl E E R S DF1(5X) DFL#1 5X5 8 LARGER 1.350 170 1,600.000 32 SPF#2 6PF92 875 135 1,400,000 26.2 SP#2 0P92 1,100 175 1,400,000 34.3 PROJECT: Prj3409 Alkhamis Residence SUBJECT: BEAMS 24F-V4 24F-V4 2.400 240 1,800800 32 24F-V8 24F-V8 2,400 240 1,800,000 40 LVL(1.8) LVL(1.9X106E) 2,600 285 1,900,000 40 DESIGN LOADS: Load Types: Snow Live Dead LVL(2.0) LVL(2.0X106E) 2,200 285 2,000,000 42 Roof 25 20 9 CRITERIA(1J) DTL DLL DDL LSL LSL(1.3X106E) 1,700 400 1,300,000 42 Solar 3.6 A(BLANK) 120 180 STL36 GRADE 36 STEEL 21,600 14,400 29,000,000 490 STL46 GRADE 46 STEEL 27,700 18,500 29,000,000 490 STL50 GRADE 50 STEEL 30.000 20.000 29,000,000 490 Point Point o Add'I Add! m Live Dead Roof Floor Wall Live Solar Point S2 Dist Load Load 4k 3 m 2 1.5DL Length Trib Trib Trib Load Load Load 'a' 'PLC 'Poi 3 m Wax MeowV,/1„ V, DTL DT1aew DLL Dam/ow GLB Label 'L'(ft) (tt) (ft) (ft) (plf) (plf) From C0 (tt) (tb) (Ib) Grade Size XI D Cr CD Cry R.(Ib) Rb(Ib) (ft-Ib) (ft-Ib) (Ib) (Ib) (in) (in) (in) (in) Comb Check Rafter 15.5 1.33 4.8 (1) SPF#2 2x10 1.15 1.15 1.10 384 384 1488 2269 346 1436 0.465 1.550 0.313 1.033 0.66 M • • • • t• • E , • • • • • • • • • SHEET INDEX SUMMARY PV-1 PV-1 :COVER PAGE PV-2:SITE PLAN PV-3:SINGLE LINE DIAGRAM " — — / GENERAL NOTES: PV-4:RACKING AND STRUCTURAL -- — — ----- — — _ PV-5:PROJECT SIGNAGE — — --- — _ / ALL WORK TO BE DONE IN ATTACHMENTS / ACCORDANCE WITH THE -PV MODULE SPEC SHEET FOLLOWING CODES: -7 -INVERTER SPEC SHEET -IQ COMBINER / 2020 NATIONAL ELECTRIC CODE -RACKING SPEC SHEET(1/4) 2018 INTL.RESIDENTIAL CODE -RACKING SPEC SHEET(2/4) / / 2015 INTL.BUILDING CODE -RACKING SPEC SHEET(3/4) / 2018 INTL.ENERGY CODE / -RACKING SPEC SHEET(4/4) WITH MA AMENDMENTS PROJECT DETAILS / / (26) HANWHA 0 CELLS Q.PEAK DUO ELK ML-G10+400W (26) IQ8+MICRO-INVERTERS / AS ADOPTED BY THE STATE OF (1) IQ COMBINER 4/4C / / ALLOTHHUSETTS; DC SYSTEM SIZE: 10.40 KW DC(STC) OTHER ORDINANCES ADOPTED BY AC SYSTEM SIZE: 7.54 KW AC / / LOCAL GOVERNING AGENCIES. INSTALL TYPE:COMPOSITE SHINGLE ROOF [la AHJ:TOWN OF WEST YARMOUTH RAFTERS:2X10'S(�16"OC / PROJECT // / VICINITY MAP 'ESVectareaaCaael Engineeringhow mimedthe e,i, / ADNAN ALKHAMIS ..,�,*tailcoat;a,, i.ino.the War n„M. / 193 SOUTH SEA AVENUE, �"tl. .�I.80e8�0,,a ,.,, ,w a ands / WEST YARMOUTH,MA 02673 — �a a ldton we „�s. GPS:41.6402864,-70.2365789others, ;, ; / / '� , VECTOR / V� • n • I n • • • DESIGNER:YAO OUATTARA a�w 91711,cQe / /® o ese.w a+a ., • \ 4. ., // 4.1NOF / J CREATED:01/12/2023 ! p\ WILLS L. .t MOLMES Ca REVISED:N/A ■ \ ("STRUCTURAL NO.64240 �' / / r/� ISSUANCE:PLANSET HOUSE 3D MODEL �. iiIr 0 y,., - -- -Grt -, 0 fir:"'__' / CO NEW ENGLAND CLEAN ENERGY . 01/13/2023 / — / 577 MAIN N, SUITE 430 ,yam HUDSON,MA 01748 c� A. _ VSE Project Number:U1867.0583.231 / / CO / +^'t �� `� _ _ / CO WEW ENGLAND ti 1 ,- __ l dean Energy � �' ;.. �'h ` F, _ _ / / !)vlirxrleR Rnner Ahrrxeriwe ___j • i � `Y� / / PLANS PROVIDED BY'. (�.'y` YAO OUATTARA f ♦ >}"'_ / / Electrical and Solar Engineer _ Ni• Nebcep cerbited'.Ceiba PV-042217.016452 _ :e Q� 18(DM483-6333 " r. � Gi .� 7 / / The deal8ne and material shown is for review purposes only.t YAO OUATTARA retains all title,ownership,and intellectual r F ,„� / property rights to the material contained herein. i i. a , - j - 7- L, N • ;.ti sY, t' t n r y tx ;k ..x `4-sx. ttiol < s1. y fik, �Y - i..,,44.-mq--c, : . _ -A-...,'- --t.is ' ,- , . . . . v„ . , . . . . .. . ..., . . .. , ! ...„, , ,v44, . -; f. ,„, . y , . .. . . r -.-__ — -_.—___— _ VectorSNwluY Enpinerky ha new the eeaW9 ELEVATION DETAIL armfmueeeneme,.iglemmg MOB Ta.aa and acme ben of me SITE PLAN PV-2 NOTE:INSTALLER TO VERIFY RAFTER SIZE, nakg eyelet,rocking connections,erMY saw / NOTIFYE GIINEEROFANYDISCREPANCIES SPACING AND SLOPED SPANS,AND mmunYb byu men.Mrel,r,hNerdMxMN end W / / ROOF INFORMATION Decimal rosin ywr apace s to dad by a by awe. Eleetrnal b by omen.unless stamped by Dean Levana. BEFORE PROCEEDING TYPE COMPOSITE ROOF SHINGLE VECTOR / / PITCH -33° j ■ n ■ I n ■ ■ ■ ■ / / ARRAY 3 °':w.`nr.`�"e.oao WE.role .w .n. RAFTER 2x10 16"OC (5)MODULES °� u°t / #STORY TWO-STORY (5)MICRO-INVERTERS �S"� ARRAY INFORMATION 2=CIRCUIT 2 WSLLS L, / PITCH:—33° MOLMfS / / ARRAY MODULES TILT AZIMUTH STRUCTURAL AZIMUTH:—279° / ARRAY 1 14 33° 205° PROPOSED EXTERIOR NEW No.S4� / ©0 UTILITY REQUIRED 24/7 /�\i�:,* � / ARRAY 2 7 33° 169° ,; SOLAR AC DISCONNECT fir.' ... If ARRAY 3 5 33° 279° ,,,( / ©17i1111 l ' EXISTING INTERIOR 200A 01/13: 023 U186 / / MAIN SERVICE PANEL VSE Project Number.U1867.0583.231 / ARRAY 2 II / (7)MODULES / (7)MICRO-INVERTERS PROPOSED POINT OF INTERCONNECTION 2=CIRCUIT 2 LINE SIDE OF EXISTING 200A MAIN BREAKER / PITCH:-33° ' © I / AZIMUTH:-189° / / PROJECT PROPOSED NEW INTERIOR I' — J Q COMBINER PANEL AND DATA ACQUISITION / / ADNAN ALKHAMIS ���`'`� 73 193 SOUTH SEA AVENUE, \ s. ' ©©©©©©® \. EXISTING EXTERIOR // // WEST 41 6402864,70.2365789 \ UTILITY METER -®--�0 / / / DESIGNER:YAO OUATTARA � , oo°o4QN . .. Q ARRAY 1 / / / CREATED:01/12/2023 7 (14)MODULES ICO(14)MICRO-INVERTERS / W / REVISED:N/A -. 1=CIRCUIT 1 �� 2=CIRCUIT 2 / / PITCH:-33° Cif) / ISSUANCE:PLANSET AZIMUTH:-205° / / v / NEW ENGLAND CLEAN ENERGY ___ _ / / 577 MAIN ST.SUITE 430 CO HUDSON,MA 01749 �, / l WEW ENGLAND �_ / / Clean Energy� nestcrieu awr,Mierowliver L > 7 / / I PLANS PROVIDED BY'. YAO OUATTARA / Nabcep ccertifiedCenre PV-042217-016452 Elecldoai end Soler Engineer NOTES PANELS WILL BE FLUSH MOUNTED,NO GREATER THANI2 INCHES FROM SURFACE OF THE FINISHED ROOFING MATERIALS,ALL WIRING, / (BM 4834333designsPIPES,RACKS AND JUNCTION BOXES MUST BE CONCEALED FROM VIEW.NO CONDUIT,J BOXES WILL BE VISIBLE ON THE ROOF.ALL CONDUIT The designs end mafedal ehowm is for review puraa only.WILL BE ROUTED THROUGH THE ATTIC.PANELS WILL BE FLUSH MOUNTED AND ALL CONDUIT/EQUIPMENT WILL BE PAINTED TO MATCH. / VAO OUATTARA remits alltitle,ownership,end intellectual I—_—-- ---- property rights to the material contained herein. SINGLE LINE PV-3 NEC ELECTRICAL CALCULATIONS FOR CONDUCTORS • SYSTEM INFO No OF CC Estimated CONDUC.IN Conductor CONDUIT RATED TEMP CONDUIT MAX Module Count , 26 ID TYPICAL DESCRIPTION CONDUCTOR CONDUITFILL% AMPS OCPD EGC CORR FILL CUNT CURRENT BASE DEBATE CONDUIT Length FACTOR FACTOR CURRENT(12a%) AMP AMPS Module Power(W) 400 Micro-Inverter Count 26 1 2 AC BRANCH CIRCUIT:MICRO-INVERTER 10 AWG THWN-2, FREE AIR WA N/A N/A 15.73A 20A 2P INTEGRATED 0 78 N/A 15.73A 19.66A 35A 26.6A Micro-Inverter Power(W) 290 OUTPUT TO JUNCTION BOX COPPER IN ENPHASE SYSTEM MIcro-inverter Current(AI 1.21 I 2 2 AC BRANCH CIRCUIT:JUNCTION BOX 10 AWGW THN-2, t"DUL EMT 4 Lou Then 40' Leas than 40% 16.73A 20A 2P 1 12 AWG THWN-2, Total Current(A) 31.46 TO ID COMBINER COPPER COPPER 0 0.8 15.73A 1E.88A 35A 28A Dented Current(A) 39.33 3 1 ICI COMBINER PANEL OUTPUT 6 AWG THWN-2, 1"DIA.EMT 2 Less Than 10' Less than 40% 31.46A 40A 2P 8 AWG THWN-2. 1.0 1.0 31.46A 39.33A 65A 65A OCPD(A) 40 TO DISCONNECT VIA SMART METER COPPER COPPER DC Capacity(KW) 10.40 DISCONNECT TO 6 AWG THWN-2, 8 AWG THWN-2, AC opacity(KW) 7.54 "DIA.EMT 2 Less Than 10' Less than 40% 31.46A 40A 2P 1.0 1.0 31 A6A 39.33A 65A 65A POINT OF INTERCONNECTION COPPER COPPER DC/AC Ratio 1.38 ENGINEER OF RECORD SIGNATURE WITH SEAL PROPOSED NEW EXTERIOR 80A SOLAR AC FUSIBLE PROPOSED NEW PROPOSED NEW INTERIOR DISCONNECT EXTERIOR UTILITY ENPHASE ICI COMBINER 4/4C WITH 40A FUSES,120/240V PRODUCTION METER X-10-AM1-240-4 EXISTING EXTERIOR 1+3W,NEMA 3R SMART GENERATION 125A,120/240V,1$3W UTILITY METER 24/7 READILY ACCESSIBLE METER NEMA 3R 120/240V 10 3W GANG-OPERATED LINE AT THE TOP OF EVERSOURCE POINT OF INTERCONNECTION: LOCKABLE IN THE OPEN THE METER • I ACCOUNT HOLDER: SUPPLY SIDE CONNECTION. POSITION LOAD AT THE ROOFTOP • KRISTEN ALKHAMIS LINE SIDE TAP RIGHT AHEAD RAPID SHUTDOWN BOTTOM OF THE OF MAN BREAKER THROUGH BOX • PROJECT ACCOUNT N:2896 308 0028 SWITCH METER PASS- tl �. METER•.2283445 20A 2P J - __.J. J die O 20A 2P ADNAN ALKHAMiS N CIRCUIT 1 O 200A 2P (13)HANWW.0CELLS0.PEAKDUOBLKML-0310U4WW 193SOUTHSEAAVENUE, EI —cS 2) METER 4 3 3 (13)MICRO-INVERTERS MOB WEST YARMOUTH,MA 02673 rth GPS:41.6402864,-70.2365789 • 15A 2P r --------,----- - I� . _-1 TO EXISTING LOADS - 1 i. frA TO EXISTING LOADS TO EXISTING LOADS wNre«� ` 1 I. DESIGNER:YAO OUATTARA • illimillrermilli • CREATED:01/12/2023 CIRCUIT 2 (E)EXISTING 4)CIRCUIT HANWNA O CELLS Q.PEAK DUO ELK ML-010+400W 1 INTERIOR HOUSE (13)MICRO-INVERTERS 108. REVISED:N/A MAIN SERVICE PANEL 200A 120/240V 1$3W ISSUANCE:PLANSET I NEW ENGLAND CLEAN ENERGY I 577 MAIN ST.SUITE 430 HUDSON,MA 01749 NEW ENGLAND C7 Clean Energy .� -._- ELECTRICAL NO—...._. Delivering Sells Allsrwaliw. I.ROOPTOP MOUNTED PHOTOVOLTAIC PANELS AND MODULES SHALL BE TESTED.LISTED AND IDENTIFIED BY RECOGNIZED TESTING LABORATORY 2.SOLAR SYSTEM SHALL NOT COVER ANY PLUMBING OR MECHANICAL VENTS S.MODULES AND SUPPORT STRUCTURES SHALL BE GROUNDED UNLESS RACKING HAS INTEGRATED GROUND. 4.REMOVAL OF AN INTERACTIVE INVERTER OR OTHER EQUIPMENT SHALL NOT DISCONNECT THE BONDING CONNECTION BETWEEN THE GROUNDING ELECTRODE CONDUCTOR AND THE PHOTOVOLTAIC SOURCE AND/OR OUTPUT CIRCUIT GROUNDED CONDUCTORS. PLANS PROVIDED BY: S.ALL PV MODULES AND ASSOCIATED EQUIPMENT AND WRING SHALL BE PROTECTED FROM PHYSICAL DAMAGE. YAO OUATTARA B.LIVE PARTS OF PV SOURCE CIRCUITS AND PV OUTPUT CIRCUITS OVER 150V TO GROUND SMALL NOT SE ACCESSIBLE TO OTHER THAN QUAUFIED PERSONS WHILE ENERGIZED. Electrical and Soler Engineer 7.INVERTER IS EQUIPPED WITH INTEGRATED DC DISCONNECT.THUS PROVIDING GROUND FAULT PROTECTION(APPLICABLE ONLY FOR STRING INVERTERS) Naheep cereled'CeITS PV-042217-016452 S.ALL CONDUCTORS SHALL BE COPPER AND AT LEAST 75 DEG RATED (978)483-8333 I.A SINGLE CONDUCTOR SHALL BE PERMITTED TO BE USED TO PERFORM THE MULTIPLE FUNCTIONS OF DC GROUNDING.AC GROUNDING AND BONDING The designs and material shown Is for review purposes only. BETWEEN AC AND DC SYSTEMS. YAO OUATTARA retains all title,ownership,and intellectual 10.NONCURRENT CARRYING METAL PARTS OF EQUIPMENT SHALL BE EFFECTIVELY BONDED TOGETHER.BOND BOTH ENDS OF RACEWAYS. property rights to the material contained herein. - v R - - 4 ,,- .... i A • :4 . ... RACKING& PV-4.1 STRUCTURAL 199 South 5...venue• .t Roma 193 South See Ammon 244364 ROMP* XMN1 o.WM hole led.1 6.m. lel SaAF See A3603.0 eat. 01I12/2023 MAIM We1fl11N L.OSOen 103 3uul13 See e.v+m,3202.l13.MA 92672 10161 Meths. 23 vanew 11 w 00*2 rml tt t'4',P v 11b'1 1.a,wh9M r10 1IM Me0W. newest0Cris 0.PEM WO ILK ML.010.400litnllnl totNw4M. 19.400 ..tl w.matbrcm:-Woe .rem.30 02.orvt!mnmem.33.O IIw reen.lnne nmermmx fI erra al ta'.1 26'11629.Omm a ln43 awn a Si On. mew% n noel w eemn.Owt,.n serww:'4 ere W e.gal l s0 n seen e-la .N122.2r42 3 ,,,Ire rvr,e'0•.pnnen eMmpn.9d 0m9164edwe01111 rpe 3421em W.14M kaae M.vm.tlom r enm iete..em NyM 1.41k.o hn Wlne enpusur. worig Ftrettathment lie. VOne epee hocking swoons Mw lm round snow is. toennl4Med...gm 1 e.e pd w stool.pooh 3N?Nt 40� ENGINEER V RECORDSEAL A NF Xn.Mm.nt.wting n.na.r.ee - _ _ h,,,1 da SIGNATURE WITH SEAL .wr nro•n.u.n ' N.o MNa. .m r ., ., xser.,.tore Comp MNee .• .. ` au11d1e0 height m, reor wtbanmmt .root `1:. stegaere.et“... own 1 Mtan.»nt n..aw.rae oat 1 _ __ 1.22 4eon balans Xl • ,nn eaeN,pn/ere..al hetr.a r , Lana he..Wn10. 04 M.h t.nnW.a, g 114 .MX opine n. V PROJECT 4 , 3 204 231 pn ''.• 6.a90.23613 el-L4„"en. Seeman.Maol.l 1 tom. ADNAN ALKHAMIS boneM. M..t.m,r..., ... bevel M I- 2� l 113 193 SOUTH SEA AVENUE, 342 140 _._ ,n ,> „ WEST YARMOUTH,MA 02673 24'5^ ---i GPS:41.6402864,-70.2365789 ����®� a.em.At. 31,.. DESIGNER:YAO OUATTARA na.mrMN ealeo,e sew Myth men laeeM psetter., Yfl Att«nm.nt. ■ '!!erg ! ■ R • 2,e 3eSMsIla CREATED:01/12/2023 ne w semen tools re ll+ lir.•pa 1W1 DO -too► REVISED:N/A ! iff WELLS L StHOLM'SRAL ISSUANCE:PLANSET Vector Structural Englneedrrg has reviewed the existing No.612W 1� ARRAY#1 NEW ENGLAND CLEAN ENERGY 1 connection.ucture tothe ng existing the solar The ig.orew fth ' . (\ cagnxaog.tg me eN.nrp lregdrfg.Tne design of the \�*,, g1�", 577 MAIN ST.SUITE 430 racking system racking connection,end el other ` ,R .e HUDSON,MA 01749 i Structural Is by others.Mechanical,architectural,end a3 1 other nonstructural aspects of the deelgn are by others. IP/+ '--- Eennl.bvotn.e.ugM...rompedbyoe.n Levoreen. 01/13/2023 'NEW ENGLAND � I .,Iw...d r.a.M000A1,AXA...,91312213 02 13 344 VSE Project Number:U1867.0583.23 I na.,. le nr l: r ..,.wool,+t.Annnnovu;r3p2 urh N9c d k lean Energyy [,( Drin.yrin4&leer Merrn awes PLANS PROVIDED BY: YAO OUATTARA Electdcel end Solar Engineer Nebcep certified'.CeM PV-042217-016452 (978)483-6333 The design end material shown Is for review purposes only. SAG OUATTARA retains al tide,ownership.end Intellectual Lproperly rights to the materiel contained herein. RACKING& PV-4 2 STRUCTURAL 193 5oulh Sea Avenue -i mak R•IlRpa 193 509th Ste Avenue .tai MORIppif te131WIN51k41M...W..110 CA..5 - t0tst,nnc51n1u e,.0 1..rr,nn0.r,v�,.�: 11e0e ream Y Xael NNIYX Y ®plea. *welds eala*N W.I304s Per.i FrovKINI 1e11.Se'a la c 170^ tow nel1Ii 31e r IM P.n.,5 Pa..ran:95'Is•1 re i Vleuyni..1,616, Xel anon n S p,r.Vlp,, tree mein, wt. 1ea 19 Weennetwev re 0 Rt.l onenrauon latn2 Ad 6t1 atnm2ne.1 t Wtlyhtia 6n!ttac6n. .1 I. r 1 erlentat e obrnen Sr1X.:2 'NA,M.1Or 5•e n Spice, reel Aren 105 0•Oh [Mry,Vpe 0,apnce, C1 nova 1t 1,9119n.w<0 2.•0.1 r tuv nee<e Clam,a bl,r,lo*ed.W49.2191 •earars 91•11,1911 ENGINEER OF RECORD SIGNATURE WITH SEAL .: Y .. — — -- — PROJECT 2.1 I ADNAN ALKHAMIS ARRAY#2 ARRAY#3 193 SOUTH SEA AVENUE, WEST YARMOUTH,MA 02673 GPS:41.6402864,-70.2365789 eeamanl. , 1Xe„„ DESIGNER:YAO OUATTARA Illontitl9r Calwnn, sae length eke tenet* unhtsv. Xell eeethnwm, Seek. d • 1d*1,1lear Cale.. time ion026 5Nl Mew crime... Marl Atte.Mnent. epk. crane• • r 21, 2a t 2 WSW he•Mil II 2 22 n ii+ 31 e 2 1 16 14.110-1 It a a CREATED:01/12/2023 VECTOR eall•a onsets �tNOR �� IL REVISED:N/A II, n • I n ■ ■ R • I( wELL$L ear"' e"tpr eMe4(MO,/ HOLMIB *4 ISSUANCE:PLANSET onn,-aa.ur.We oso W,.w.r<cro..s.ro.. - - „ " mre STRUCTURAL 1 I-I I 001� d" I °Q. �'µ }--y vea6rswdt9r.1 Engineering t1u r« �;,6rq No. � Af IRrowµ4itatt NEW ENGLAND CLEAN ENERGY structure with Io anp ham na solar array red IX+eclbns to the esiet g kerning.The design or the \4 v. Sili�'' l') 577 MAIN ST.SUITE 430 ...king Wee.,redrew cormectorm end el open ArkdoCasnstio.rke vow HUDSON,MA 01749 Mestere Is by others.Machenkel.architectural.end WI 't ee . INTERNµ SPMOE other nonstructural aspects 0f the desgn are by seers. 41,4•;'. - Erl:bianbyothers,wiles stamped sy Ewen Lawmen. Al EIVEW ENGLAND 01/ 3 lean Energy, e t,ea.r"."'ry..ppu.l,Anaa1 5nnc tr•a3p21 + VSE Project Numbber:;UI8b U186ZU583.231 nW.,.1• 1..,e...ed.wtarama,5.ataruteruml h6e,.r, Delivering keen Aineaeves PLANS PROVIDED BY: YAO OUATTARA Electrical and Solar Engineer Nebcep certified Corti PV-042217.016452 (978)483-8333 The designs end material shown is for review purposes only. YAO OUATTARA retains ear title.ownereNp,end intellectual property nghts to the materiel contained herein. RACKING& pV-4.3 STRUCTURAL e— 10 Sane Sea Avem IlaAOMIOW ..',,,., ..... GE Alit..,n .v.,eve anwA.n r.v.s.s . � (lame bel.e nnle of Mat.nslc noes t.Wks, en •` r�mn n y t'.. ..... : lpra M-8 Ynr LGfF h W M(1GULE .,, i SANAS nt 41 V •� .. iMMf r .. .. :.o +`JI rW1Mt -. / -_WNOfN1iL ante o 1 IWMGW\G -(NIE Loci Rio cgaMr -`r s ' - { Mesh•Moesakra . Nak LLlIF MiD \ At Wp e NRW{ 4e Mob e� •.Mei CAMP OW 1414113019.RCra endgame.ekle Sea Clomp.p g. ure r'. sea,t.—`, At 1.0d1 01 MI ENGINEER OF RECORD ^••!• - SIGNATURE WITH SEAL MbeshweeN SIN eeaenenn: Le}M1 s, : iIL_111: v [�)]. NOTE.,USE ROOFTECH RT MINI II FOR ATTACHMENT AND FLASHING. �I REFER II RT INSTALLATION MANUAL FOR INSTALLATION DETAILS RT MINI II ATTACHMENT COUNTS:82 SCREWS COUNTS:82 k 4 w 248 iPROJECT _ M� �� � ADNAN ALKHAMIS =CI upq� i V. V V OR 193 SOUTH SEA AVENUE, WEST YARMOUTH,MA 02673 GPS:41.6402864,-70.2365789 : a�V�,�Gw�Q leI �����®� DESIGNER:YAO OUATTARA Nor Loco Mt • Groundint 1�Lq _� Fault Current 1 MInIn IS110AWG ■ n • t n ■ • • © mr.tok w Ground Path Copper Who CREATED:01/12/2023 Mrs e0ry5aah:• Modulo Grounding Lug == e1OTO. .1c1 PH yea 1`y--y F'Burl l corner. . L.J. AueT14(ReaeonnoceoN ,__ REVISED:N/A - Aire Tie E•M•1ihnll)alt(RlulCannectonl b.arelAvhregk+Ma" DRAPER.u.... 0 www.vac.owaa.mM 4MiaM f,um.wicetsilWm*+ �lsMO.IM8asrOWMasRmm WhiL. \ (t)ttrnaw Won sewWM w AMMie eonse (41/TAUCINAL I ISSUANCE:PLANSET @I ey eteuwww kqi oltscrwtl_.stub._revs w_h to MMD w reset oeuvres, 1aTwe wwsakwl lane kaW.etd b ere iwo at IMs Win WAWA at ewe mew see No.84240 Vector Structural Engineering hoe reviewed the existing alrucaae with besting Iron,the odor array end wee �� • ' NEWENGLANDCLEANENERGY connections to the meting homing.The dense d the \e 1., ' ' racking system.racking connections,end all ether /t -,•uk.t 577 MAINST.A SUITE structure le by others.Mechenmal,architectural,end ell ��';,�„�• HUDSON,MA 01749 other nor 4IN the l mopeds of the design ere by others. - Elecbkal le by others,Mass stamped by Dean Levawn. 01/13/2023 'NEW ENGLAND u tan weenie,Yee Ot-te Mrs nlit,..Cla7M , VSE Project Number:U1R57.0583.231 �.�)rse,r _a..ryMrtlWw.edVM.aaa aAa111tfas OrlW tieINyr61F lean Energy Delivering.&Her Alten:atim,. PLANS PROVIDED BY. YAO OUATTARA Electrical and Solar Engineer Nebcep certified:Cede PV-042217-018452 (978)483-8333 The designs and material shown is for review purposes only. YAO OUATTARA retains as title,ownership,end inteaectual property rights to the material contained herein. SIGNAGE PV-5 ! DANGER PHOTOVOLTAIC AC DISCONNECT , ELECTRICAL SHOCK HAZARD ,STOVOLTAIC POWER SOURCE RATED AC OUTPUT CURRENT.31.46A TERMINALS ON THE UNE AND NOMINAL OPERATING AC VOLTAGE-240V LOAD SIDES MAY BE ENERGIZED „ IN THE OPEN POSITION NEC s o.nl(D)IAI NEC 690.54 TABEL LOCATION. LABEI,LOCATION. INTERIOR AND EXTERIOR DC CONDUIT EVERY tO FT.AT EACH TURN.ABOVE AND AC OISCONNECT(5).PHOTOVOLTAIC SYSTEM POINT OF BELOW PENETRATIONS.ON EVERY JSFULL BOX CONTAINING DC CIRCUITS.1W HRN INTERCONNECTION NEC 106.15(CIA 6 NEC 660.13(B1 APPLICABLE) LABEL LOCATION. IIWEBTER(S).AC DISCONNECT(6),DC o16C(AJNEC TO.AC COMBINER PANEL(MIEN APPLICABLE) ! WARNING RAPID SHUTDOWN FOR POWER SOURCE OUTPUT SOLAR PV SYSTEM CONNECTION.DO NOT RELOCATE THIS OVERCURRENT DEVICE. NEC 600Be(CIR) LABEL LOCATION: 6. V ON OR NO MORE THAN 110 0FT)FROM THE SWITCH NEC 705.12(81131(2) ADJJAACENT TO PV BACKFED BREAKER(MIEN APEUCABLE). ! WARNING SOLAR PV SYSTEM EQUIPPED WITH 1 RAPID SHUTDOWN 1 DUAL POWER SOURCES � I !'M N, .•- PROJECT TO MT 066611 ROWER SECOND SOURCE IS PV SYSTEM ND REINX6 IN.a WAY "°" ADNAN ALKHAMIS 193 SOUTH SEA AVENUE, .. NEC705.12(C)6 NEC 590.Se IFC 605.11.3.1(1)6 NEC 650.56(C) .1 ASIR VDU',SERVICE METER AND MAIN SERVICE PANEL ON OR NO MLATION LABEL ORE THIN I MO FT)FROM THE SWITCH WEST YARMOUTH,MA 02673 GPS:41.6402864,-70.2365789 ! WARNING NOTES AND SPECIFICATIONS.. ALL LABELS WALL BE ON RESISTANT MATERIAL SUITABLE FOR THE ENVIRONMENT. ALL LABELS SHALL NAVE A RED BACKGROUND WITH MIN.Dr WHITE LETTERING SIGNS AND LESS SPECIFIC SHALL INS T UCTION ARE E QUIRED BY S EC ION 690.OR DESIGNER:YAO O UATTARA THIS EOUIPNENT FEO BV •SIGN A D LESS SSHALL E INSTRUCTIONS REQUIREMENTS Q ARE REWIRED BY SECTION 61R,OR MULTIPLE SOURCES: IF REQUESTED BY THE LOCAL AHJ. •SIGNS AND LABELS LL TOTAL RATING OF ALL OVERCURRENT WORDS.COLORS AND SYMBOLS.ADEQUATELY WARN OF HAZARDS USING EFFECTIVE DEVICES EXCLUDING MAIN POWER •LABELS SHALL BE PERMANENTLY AFFIXED TO TIE EQUIPMENT OR WIRING CREATED:01/12/2023 METHOD AND SHALL NOT BE HAND WRITTEN,UNLESS PORTIONS OF LABELS OR SUPPLY SHALL NOT EXCEED MARKINGS ARE VARIABLE,OR MAT COULD BE SUBJECT TO CHANGES.SHALL AMPACITY OF BUSBAR BE PERMITTED TO BE HAND WRITTEN AND SHALL RE LEGIBLE. •LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND TH E ENVIRONMENT NEC 705.1211i)(2)()) INVOLVED. EL •SIGNS AND LABELS SHALL COMPLY MI ZE35.6-2011,PRODUCT SAFETY REVISED N/A }AB LCCATpN. SIGNS AND LABELS,UNLESS OTHERWISESE SPRAINED. COMBINER PANEL nF ApPLIABLE) .CO NOT COVER EXISTING MANUFACTURER LABELS. DIRECTORY MAP OF DISCONNECTING MEANS ISSUANCE:PLANSET POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCE WITH NOTES AND SPECIFICATIONS: DISCONNECTS LOCATED AS SHOWN: NEW ENGLAND CLEAN ENERGY 577 MAIN ST.SUITE 430 1. ALL LABELS WILL BE ON RESISTANT MATERIAL SUITABLE FOR THE ENVIRONMENT. HUDSON,MA 01749 2. ALL LABELS SHALL HAVE A RED BACKGROUND WITH MIN.3I8"WHITE LETTERING 3. SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2020 ARTICLE110.21(S),UNLESS SPECIFIC INSTRUCTIONS ARE (��REQUIRED BY SECTION BBO,OR IF REQUESTED BY THE LOCAL AHJ. 1 Y EW ENGLAND 4. SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE WORDS,COLORS AND SYMBOLS. 5. LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING METHOD AND SHALL NOT BE HAND WRITTEN,UNLESS 1 lean Energy, PORTIONS OF LABELS OR MARKINGS ARE VARIABLE,OR THAT COULD BE SUBJECT TO CHANGES,SHALL BE PERMITTED TO BE HAND SOLAR AC Delivering genre Anm.Ar.u<. WRITTEN AND SHALL BE LEGIBLE. 4UFI1{y / DISCONNECT 8. LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. 7. SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011,PRODUCT SAFETY A 8. SIGNS AND LABELS,UNLESS OTHERWISE SPECIFIED. PLANS PROVIDED BY: 2, DO NOT COVER EXISTING MANUFACTURER LABELS. ' RRRRRR,•� YAO OUATTARA Electrical end Soler Engineer N •#�Ijs� (87g 433-83I. .CertlFPV-042217-018452 33 The designs end material shown is for review purposes only. IYAO OUATTARA retains all tile,ownership,and intellectual tl properly rights to the material contained herein. �c 4 rry r + ' , . i t: Ky =. v..t.. i y :'t • C 2` fit. ' t s .,:':.: !. .r -l'iT41.1i.,.°°00, .,. .,,, • . '?'.11.,ii:*.i ".-..';'. k---.-;;,,ft":-.'''' ,,- 1 f i s t .t 7 .. r i x k L 3 M. •t S'�i'>%'� N Y y. q } 4 S L ��yy''���uuww-- L' '•9 7: 9 b tS. 3 Ste: , 11'D 74 © n nnine;MECHANICAL SPECIFICATION (1679e411 =lrem m OM NerBm =1D45 ><32mm) •,,,°,�, • 46 b Its( J ( din (3 )ne,m,llyP -9troeaeag wile nrrri- 11 chrio gy ,.a•�p1°.�r.., ` _ Cnmpna la him Black enod ma aluminum 0.22 m,.rwc.real nil na q.ANTUM sour had Gelb :2603RP KO7,, - _.. I53101 re u 32.80 nee•WAS nvel,I0EY woe Ewes 9lodea IeY.0 neeitteeun 4 rn0 Eeyr mOrx ta)L404M11040mn01)F4R.2M(3260mm1 - .�. Starer MPq IP49 rt+n"eAMA a�aIM+ aaa Ea4n I "•'' ELECTRICAL CHARACTERISTICS 1 Q.PEAK DUO BLK ML-G10+ POWER CLA99 � 9E8 9E0 9M 400 405 I 385-405 _'MANCE AT STANDARD TES,r ..-.(Pc..t Per. (WI 354 390 909 400 405 ENPIIIlINGHIGH E >noncrewtCurrent lo._ ',AI 11.04 1107 u.10 11.14 -1.17 PI. I/UMANCE YR� __.. _. - ' Oean Circuit Vmraee' Vqr IV, 4519 45.23. -45.27 45.30 4534 25 1 c Current at MPP y A( 0 8 Un5 Oil 017 08 J rOIlMNO aV Voltage at MPP KI4 IVI _.. ]6.]E 36 fi2 34.86 ]7;3 ]'39 r EHIclencY' �I Ia( a196 •19.9 a29.3 a2n4 a20fl 20�' MINIMUM PERFORMANCE Al NORMAL OPERATING CONDITIONS NMC'' Warranty 0 CELLS Power el MOP Psyo IWI 2888 2926 299J _ 3001 3030 ,..""". F. Shot Co non Cuoent Iy4 y1I A00 A0Y SA 9.07 9.OS SOpen Clrcu4 Voltage Vee IVI___-. 42E2 12.65 42.E0 42.72 1=16 BREAKING THE20%EFFICIENCY BARRIER N cult*. MPP I,P. !Al 0.55 071 646 0.Et 86/ 11 Dn11ll Q.ANTUM DUO ZTechnology with am,gap cell leyodl Vol M 45B 4a1 5 3 525 546 DOOet9 module efficiency up t020.g%, ''Mareararearedo va N. 38.I :V r BY at ETC 1000W,m 2E•2'C AM 15 Eccordrg to EC 600043.030W1 NMOT ppeCir,p,AMIS 0 CELLO►ERFCOMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE -� THE MOST THOROUGH TESTING PROGRAMME IN THE INDUSTRY �_:"j r"Q CELLS Inthe ilr9t eolO,modulo menufpotwer to 05R the most eom rehen- ^'^"w•`°"a'"" P P 2" t al Yew'Neon*max.OaR '... give quality programme in the industry,The new-Qua ity Controlled PV'or 8 R dsgadlr per vsM.arliael asE1a L, ___ __ !a rwmnel power, up re lb vans 4r the Intlepentlent certification institute TUV Rheinland. %° Iran nnemnom�nn power up to /� �. � 1, INNOVATIVE ALL-WEATHER TECHNOLOGY w w.Full ww rAbal awrananuwm I ------ .e. -- - yy )C Optimal Ylelda,whatever the Weather with eMcellant Ow Aar.1 1 of o'EK sMP tii0 IOW-light 6041 lernpBlelwe behavior. dabs nreWRMinn Myn,v rwmEaiw w a e • • • eq,artry .5 ENDURING HIGH PERFORMANCE " r'-t'" *^ B° Typical e 1 "Rio nua Ice"ra" .3nnl Pnan cmw lgnro9lf;aarx9p Yi9 a 1nOHw/m LE Lang-19rm yield Aeeurity YYHh Anti LID Technology.Anil PIG TEMPERATURE COEFFICIENTS 11 Technology',Hob$pot Protect and Traceable Quality Trs.Q`', --'-'- 4 e *:q .004 ..Pe.etvro co.HlPlenl ar v, ' (R/KI -0,77 5 tamper c _.._._r _._ ._... 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CI•afi II k A RELIABLE INVESTMENT MImum:erne Fuse Rating (A obi 20 ; nlL-612.in tYPE2 E7 IIICIUA/u0 25. er 10000 warranty enq 25- M Design Lps,Push p4 pds%hr 1513000Fa1.551400S860 F l came emPeret,.e 40•a 4P W•OR CI �/ ye p year -40°C pam•95•a linear DBrfOrmanC0 WaH8my', M Ten Loud,PusE/Pul _ Ilua/1:', 11315400 Pa1/84(4000Fa) • aEYOaeNlgn Mantle 'APT:air eprU/0',,ae.:uaara w lLe 1 r96WO4-0 70*6,mampd A(_4400V,Pom QUALIFICATIONS AND CERTIFICATES PACK AGING INFORMATION 'ten date ahael OD rWr hi:NO.,Wore/0w 0 6121 F m'^M✓'t er(/ W rl) rnT03Tii 7 0 a11110, ux 40 UV xa.l,wra.. a2A a Ma1740:aplt p SOLUTION FOR a e n C 0nen8.4 In 00we43 34 30,no49 On SAWlS MC xwcar r ` r r 1a40mn i300mry 1220mm 701 tg Paron p NMa moquleo y THEIDEAL :. .- __ ,•vwrwwu Lira Ne14/1 Impale 0n WO:Wa eep rr41t ea I0*Ogad.Jae Re hnAlsbon End ep•r•erp maw4 nr cyr*M108!IoON1UN•<'VIGB WPanTMI tar NOW Irf0rm0ka an•pp0Vld InllaRE or and Paa.01 this necked Q CELLS NMw54.d9LUAwwNalna. Enpineereu In Crerrll(t l ly 400 Sr. ,"C*00,Dr W,aww.00 Peen CA awe,L5A I TEL--1949748 uB Ba l EMAIL in neolnrea-,en cpm I WEE Www.O-Yele W lip._,.0 • • • z • • 'fir y ' ,. P2::` + tea r •y� Fs '',:l':'''''.'17i1:;11,..;Ili'-'37;,4:.:;-,:e1;7::'-1-1::1*441':7-.:;:';-7.:1:4:r'.'-;'''''''-.'''!':1::: #iv,„_.,:,-*,- a , 0:1f -:',.At' 4� S A e ENPHASE ® IQ8 Series Microinverters Canw.onry urad.sure pavinpd w 236-330 236-440 360-4e0 Was-600 320-540, .266-60av MuaWO r,,newt4e5h, 60-co11/120 hell-up) 60-eel1/1201w11 4M,06-edl/133hMhc6A ere 73-6e11/1AA fill$-,,a11 1.100t wdrnOn,AnOo V 27-.17 7e-a5 33-45 35-43 31-46 36-45 .4 ♦ O2arwng,eneir y 25-46 25 56 Mm/mN etalt Ydrap6 v 3P/46 30/Pe Me.wad BC valtap1 V 50 60 Ma.DDC.aunaa.t(1nodp14 M°( A to ove.vo1Aga ala6a PC pen 6 v br,per hdnMand own. ,AA D ell l 64 he PI Fy uanhgu,Al. Ir1Ul01,01004 p,•v:Na 4i00104IDC:AIdn dn...thawed:AC AOn1,0*dnl l.0'"(I Indite.MA ow hrenuh up,),,n rr Paa6.1001 pawar VA 146 300 330 366 364 see P Men apnteluau.uutpe1 paws VA 240 260 326 Sae 360 360 Plummet tl-LI vanage/renaA' 6 240/211-264 200/Ia3-260 M0 aentmunur nufpuf ou,loot r I0 1.21 1,36 1,46 1.66 1 73 Nominal he1Uenry n. 60 I08 Series Microinverters E.tend.d rroguom/r ranee ne 00 Me4 unlit per 20 A 16411216n6h 00010 16 13 11 n t0 e Our n0W05t ios Mlcrolnverter6 era iho industry's first mi0rogrld-forming,software- total ha,61on06ltlor1lon low defined microinverters with split-phase power eonvealon capability to convert DC Eery to lnete0 Owe-vamp.Weer AC pat II power to AC power efficiently.The brain of the eamironducter-based microlnvgrtar AC,wit uave lewd uurrant nA 30 N our proprietary oppllaation-apecifio integrated circuit(ASIC)which enebloo the •Lightweight and compact with microinvertor to operate 5l grid-tied or off-grid modes.This chip is built in advanced plug-m play 000000011 pawn i,wIa ea)ng le 6Cnm technology with high speed digital logic end has super--fast response times •power lineCwnmumcatlon n„d..lwdprwm1ao1a1,0OA.Aa w") 0.46 ,de00-ossNosing to changing loads and grid evanta,allevioting constraints on battery sizing for home (PLC)between components Pao aaiponov a Gall 67.6 62,6 574 67.6 P7 4 energy systems. • Faster installation with simple CPCwarghl4da)tiewnr.Y n e7 97 p7 g/a P! a) two-wire cabling Nrohl-ran duo.ne.. ninn .w Al) .,.______ Enph:r:,. High productivity and reliability Wm.wm 9a parMlaA,u, -Aanr.N..an<c 1-4014 to.MaK) �# •Produce power even when the 6.veerw,Numldny nn116 4%tG 100%(honlenaing) grid Is dawn oc;Cnnn6otn,tree MC4 •More than one million cumulative Dimandena(N.W,a) 212 mm10.311175 nun 636").30.2 nen 0.21 .911a11ne V,y)aro Energy 31,0rwn100$.,,aa ICI barwr Mlatalhw.fae 1.Oalel00100/1ty hours of testing M,c'WiNs,ts,,nta7tAta Win me fnnh400 ICI standard with Mara than one Water Weight We Mg 12.3u1b,) 6eitelu G.plloe0 lO Qetawey and the 0nphase uum ve ll ulag0u•e0l po Cl wo.ron tep.p. 'Class II double-insulated - Ape.4110000 end atwly/ia lQttWM... anapling enlnawthe leadiry Whiled warranty an0106uro Coping NAtu0l,,u1000f1011-001A114 01 up 1025 we11. •Optimiiudfor the latest high- Apprpvad to,wet kWonana Yee powei ed PV modules Aaupru,mpae A.1 m •00 MA IIII 0 Pawl.gpgraa P03 Mlorogrid-forming Errolnrura CMel O4Uublo inoeetW,uarneian rora.en.wAywrorra aw.laou,. . I, I!11.I.I •Complies with the latest Erwn6n..a6te{lorv!0V pop..rohng NLMW Types/auwien' advanced grid support Connect PY modules 6ui,Uy en easily to PH knees MIG0lnve,nN6 walk Listed as •Rernnte aUtamatlr:updates Ior 0414a6116 4 1741-3A),0162t0U.1.ULI741/146210M7.FCCpa,116010a6.,<CM-000301A04 R,0AN/U66-022.2 ea 1u7.1-O) Ws 6enel Mwromw,W,a0ena thelnOWded OY Pape 0h0l Down 1guiptnent one Ponta, the lOte01 grid requirements 0,00C-2 Adopta U.N.with plug-n•p4y MOO waneAriaua 1e07M10n6,WhanlnatAMod Cerhenetnew 1 hie podwt it Ullieted es4Y0lad6Net Onwn.ERuipment Ind..0nhwm.w11h NEC 2014 N20 PO17,end NEC 2020 wcenn 0M0wotora, e000-ding to tnantectuw.'r'n+n.uotbne. •Configurable to support a wide 60012 and C22,I-POI Pule04-21e Read*h111Swwnul PP 2y0t0Mr,Oa AC ere DC con40ctar6.when ni.110 Aamrglnp 10 range of yr l0 profiles rnenWacluror'l lnnl.apae 0 2022 LI.phaaa Plagey.AM right,raeervaa,000/1.se,the Gnpheie loge..630 I1..inverter,. •Meets CA Rule 21 tUL 1741-5A) y)The KM-POO wine will ba tweet its 0 god tied mode only at 206V AC.12)Na enhe-ced 00/4C,at10.toe s' Ana ether nenwl ore k0Wmann of LnphA6a 0,wrgy.,inn Dd.,wrb)eaf in ehenue roquitemonto the ga,lpetialrty aal0ulotet et httOA:!/lletenphala•eun/maaala oo npehtellty tat 1Aainum aantlnroua liter DC arrant N 10:04 141 NomMAI weer,A,1g.can be 146011ed no/nnd nonllnal it r*Rulrod by the uhllty,(61 )0635-03.0001-01-6N-U6-2022-03.01 Lllnite mey wry.pater to total weermnente t0 doens the metier of minn0illvwlee per branch,n your Ripe 013R-0S-000,01-EN•06 2022-03.01 L_ _________---.--__. f I 5 R D � 4�` M S. . .11 gR A • x S + H • . - ..jr .k : { • • t � K } ? 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QM,c,it • A `Y� • 1 IRONRIDGE Aire" Racking System Aire"Al Rail Aire"A2 Rail AireTM Rail Ties Aire^'Dock Wigia Ili MI III ( 7 I, .-.3, -----.. lit211.11 t, p.„., ::4 I/ The lighter,open Aire'" The tougher,open Alre'" Structurally connect and Connects Aire"Rails to r Y _ rail for standard conditions. rail for higher load capacity, bond Ai Rails together. attachments with ease. Y Jre'" • 6'spanning capability • 8'spanning capability • Reinstallable,up to 5x • Clicks on,slides easily "'" - • Wire management tray • Wire management tray • Internal splice design • Drops into open slots • Mill or anodized black • Mill or anodized black • No more splice rules • Anodized assembly -- Clamps&Grounding -- Aire"Lock Mick Aire"'Lock Ends Aire^'Lock Stealth Aire"'Lug —AO alai 4.11. t I ! 14.c , s Securely bond between Securely bond modules to Securely bonds modules to Bonds Aire"Rails to modules to Aire"Rails. Aire"Rails along ends. rail ends,entirely hidden, grounding conductors. ` • Fits 30-40mm modules • Fits 30-40mm modules Angled for easy install • Simplified with single bolt • Utilizes UFO"design • Easy rail engagement • Robust tether leash • Low-profile form factor • Minimal 1l2"gap • Clean aesthetics • Fits most modules • Works with 10-8 AWG Brorxtlte i ash,with a,- -,-.k r-Rted installations. -- Accessories The Aire"'racking system has been carefully crafted to streamline every part of the installation process,taking I Out all of the tiresome hassles—so that you get oft the roof and on to your next project faster than ever, Aire•"Caps AireTM Clip Aire" MLPE Mount AireTM All Tile Hook Aire'"retains the strength and reliability that IronRidge installers have come to depend on.Whether you're a .1 seasoned installer with years under your belt or just getting started in solar,breathe easy with open Aire" "'r.. II 4iproo, Strength Tested PE Certified 1 '* tbs All components have been evaluated Pre-stamped engineering letters are Block entry and provide a Keeps wiring contained in Securely bonds MLPE and Attaches rails to tile roots. for superior structural performance. available online for most states. finished look to Aire"Rails. open Aire"Rail channels. accessories to Aire"Rails. with Aire'"Dock Included. • Stay secure on rail ends • No module interference • Glove-friendly installation • Works on flat,S,8 W tiles Class A Fire Rating Design Assistant • Symmetrical,with drain • Simple press-in design • Lays flush in rail channel • Single-socket installation 6 • Cover rough-cut ends • Slot for easy removal • Low profile form factor • Optional deck flashing Certified to maintain the fire resistance Free online software makes it simple .-__. _._. _._. ..._____-_. rating ofthe existing roof structure. to create,share,and price projects. -- Resources Design Assistant �e'e`�°o:�:;' 1;3 Approved for FL Hurricane Zones UL 2703 Listed System 25-Year Warranty Quickly go from rough layout :, ` ,% Aire'"has Florida Product Approval. to hilly engineered system, s Additional details can be found on the ' Entire system and components meet Products are guaranteed to arrive 'to Ir<, ..,sign 'sr\g,q„i a •Florida Building Cade website. the latest effective UL 2703 standards without any impairing defects :°„wr'r..„v Learn More at billy/tlorida-aire {! x newr�a�• , t " E �. } 1 • - a- Y J y d S _ iri f a yk iiF q kt.. j ,. .., . , .... 4 , ,_ . .. ,.. ,,, .., .1 . , . . 1 ,,-/ .. t '- - . ... . #. i - IA 44,; i'4,4 f,t-ii . — " 175: : t _r' s i ,y, ; F rw .. ,, 6 ' A� 5i. x t 4 �• '"{ ,yam- • rtr''f-Sr^{3 ,1 a4,;x x. .. r� sty 4 3,1. 4: i1 ' a '� = _ ' : '� - ram. • . ,,.,..,14:.tt: 4: 4 .. �. , 5 r I E O .) 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Y. 111 II 11 �I > VII 1 I I III IL I II I 1 III 11 I i1 yMR00Ii'l t 1 11 III it I •1 mr T1U�ISES _-i4^-'_,_-.lip_ -�.lllyll -_if+•--ii_..,,.1�,�.a,i._ IIi! - is 5 n p1 i II j II1 to II 1P I II I 2 6 N (I 11 1'1 II II 11 id , P 11 IIII II (I W II II. -R1-MINI II m 0 PANEL WIDTH PORTRAIT MODU(. IX-0 A PLAN VIEW N -•1 DESIGN LOAD CAPACITY - PSF (PORTRAIT MODULES) DESIGN LOAD CAPACITY - PSF (PORTRAIT MODULES) T I ' UP TO 68" PANEL LENGTHS UP TO 80" PANEL LENGTHS 1 ROOF SLOPES ROOF SLOPES HOOF SLOPES ROOF SLOPES ROOF SLOPES ROOF SLOPES ROOF SLOPES ROOF SLOPES i 1 • FIAT ROOFS UP TO 7" 8" TO 20" R1° TO 27' 28' TO 45' FLAT ROOFS UP TO 7" 8•TO 20° 21"TO 27' ER" TO 45" NUMBER I SPAN ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR NUMBER SPAN ANCHOR ANCHOR ANCHOR'ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR •I I I 01 RAILSI 'L' HYPE'A'TYPE'B'TYPE'A'TYPE'8' TYPE'A' TYPE'8' TYPE'A'TYPE '9' TYPE'A' TYPE'B' OF RAILS 'L' TYPE'A' TYPE'B' TYPE'A',TYPE'B' TYPE'A'TYPE 'B'TYPE'A'TYPE'8' TYPE'A'TYPE'a' I 16" 137.1 1 147.4 136.4 146.8^ 135.0 145 4 134.1 144 6 132.0 142.6 16• 117..2 129.9 1185 1253 115.0 123$ 114.2 123,1 1120 121.1 24" 92 8 99 6 92.0 99 0 90 6 97 B see I 95 8 67 6 94 5 2! 79.4 65 3 78.7 84,8 17,3 8J 3 78.5 62.5 - 74 3 80.4 2 32" 70.6 75.7 69.9 75 1 66.4 73.7 07,6-I 72,0 65.4 1 70,9 2 32 60.0 1 63.0 69.2 I 64.3 56.4 62 9 57.6 62.2_ 55 4 00,1 4e" 4B4 : 51.8 47.7 T 511 462 1 45,8 48.4 I 490 432 470 1 48" 417 ) 446 410 I 44.0 39.6 143E 36.7 41_6 36.6 _I 39.8 ' •-I w_. ., it 4I20/2021 64" 37 3 f 39 9 36.0 39.2 3J 1 .J 37,E 34.3 , 37.1 32 1 35.0 I 64' _ 32.3 34.5 31,6 33.6 30.1 I 32.5 29.3 31,7_. 27 1 296 72" 336 ( 3a9_„32.9_ 35.2 314 I 3a,d 70:6 33.1 28.4 31.0 I 72 29.1 I{ 311 2e4 30.4-...270 29.1 26.2 28.3 24.0 •._26.2 FL #38617 . IL - 16" 175.5 166.7 174,5 168.1 173.3 1188.7 172.5 1059 1703 1183,9 I 1e 13411_144.1 1334 143,5 1319 1421 131.1 141.3 1289 139.3 1� 1� 1 rtr 7©;,,•, I24 118,3 127.2 117.0 1211.5 116.1 I 126.1 114i r 124 3 113,2 1 122.3 24• 80 7 t 97 4 _90 0 99,6 88.6 05 4 67,7 94.6 85 8 1 92.6 �,R�.........�, a l 32 89.7 06,4 69.0 95.7 87.0 94.3 p6 7 83.4 84.0 91.5 32" 49 0 74 1 CIO 7J 4 66,8 72 0 9., 7 t.3 6i 9 69.2 ',7�', 1,10 . i •. i ';' b� 48 01.2 eel 6G.♦ 64.9 69 0 Rill-- 56 2 62.0 54 0 bo.7 4p° 47,4 50 7 46 6 60.0 45 2 48 7 44 4 47.9 42 2 46 9 5__ _ -.. _ Na maa� 64" !8 9 so 2 46 2_ 4e 5 44 7 402 43 9 47,4 ♦t.7 45,3 64' 36 5 39.0 35 8 36.4 34.4 1 37.0 33.5 35.2 3 4 34.2 w•�,: ,w , _ 72` 42.1 45 1 41 4 44.4 39 9 43.0 3971 42.2 36.9 40.2 72" 32.0 35.1 32.2 34.5 30.7 33 1 20,0 32.3 27.8 I 30 3 /(• gj�''�1f.[I:" 1 4 I 't LOADS SHOWN IN CHARTS A80VE ARE FOR PANEL LENGTHS UP TO 88" LOADS SHOWN IN CHARTS ABOVE ARE FOR PANEL LENGTHS UP TO e0" 11TAI,, � / "".-ng ,,, FOR SHORTER PANEL LENGHTS, DETERMINE DESIGN LOADS AS FOLLOWS FOR SHORTER PANEL LENONTS (68"TO 60"), DETERMINE DESIGN LOADS AS FOLLOWS 'i '2` LOAD FROM CHART%N LOAD FROM CHART%80 ,°°i �yd9Yjr 21-27FF� DESIGN LOAD - - DESIGN LOAD - - •, \. 7t2 9i NEW PANEL LENGTH NEW PANEL LENGTH .� I U �ahset 2 of 3 .«. • • • a • i _- • • t, Y • • • • • e • . • • • • • 1C ±e • t j' t , j . ekes s (ur-eu a.\.4aa-rtn --1 30..r +so9-sc6 ce5Et.wwu 1 --- , sibs-sss wort"rri oosa+9z ism)-13i'( r f L Z6 'YJ 'o6am uos - '------ �' `c Nw,, wr (errs .rr3) cvreE YO1aol3 IwYIw I` a. ouaa� --- �-+ '..._,� °°"' '1+ '" .Cal , 0£Z a�S r�s � 6Z9ttl OZZ 311f1%'3AIa0.135Nf1509E6 •aUI Wei 30021 I ! 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