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9 LIBERTY HILL AVE - BUILDING INSPECTION (5) The Commonwealth of Massachusetts Board of Building Regulations and Standards CITY Massachusetts State Building Code, 780 CMR SALEM Revised Mar 2011 Building Permit Application To Construct, Repair, Renovate Or Demolish a One-or Two-Family Dwelling 6_0 I This Section For Official Use Only C V Building Permit Number: Date Applie . 1 _9 Building Official(Print Name) Signature Dat SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map& Parcel Numbers 9 Liberty Hill Ave 27-0127-0 L l a Is this an accepted street?yes x no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: R2 Same .124 AC 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❑ Private❑ Zone: Outside Flood Zone? Municipal❑ On site disposal system ❑ Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Jessica&Benjamin Russell Salem MA 01970 Name(Print) City,State,ZIP 9 Liberty Hill Ave 978-8844876 No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction 61 Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ 1 Addition ❑ Demolition ❑ 1 Accessory Bldg. ❑ Number of Units Other El Specify: PV Solar System Brief Description of Proposed Work': Roof mounted grid tied PV Solar System 12 modules(a)285 watts 12 micro inverters 3.42 KWDC SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials 1.Building $ 9552.00 1. Building Permit Fee: $ Indicate how fee is determined: 2.Electrical $ 10000.00 ❑ Standard City/Town Application Fee ❑Total Project Cost (Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $Su ression) Total All Fees: $ Check No. Check Amount: Cash Amount: 6. Total Project Cost: $ 19552.00 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-108214 4Mi8 Ede Chartrend License Number Expiration Date Nome of CSL Holder List CSL Type(see below) U 27 Sanborn SI -' No.and Street Type Description U Unrestricted(Buildings to 34 000 cu.ft Fitchburg MA 01420 R Restricted 1&2 Family Dwelling Cityli'own,State,ZIP M masoury RC Roofing Covering WS Window mWSiding; SF Solid Fuel Burning Appliances 978-M-2680 edcrharlrand0andlessminsotar.can I Insulation Telephone: Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) - 174479 1/28/18 Enmess Mountains Soler Sarviras HIC Registration Number Expiration to HIC Company Name or HIC Registrant Name 288 Ktdder St I1misskowski0endlessmmsotar.cem No.and Street Email address Wilkes Sane PA 18702 5704l20Z= Zityrrown,State Zip Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§ 2SC(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes..........® No...........O SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WH EN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERIWIT 1,as Owner of the subject property,hereby authorize Endless Mountains solar Services to act on my behalf,in all matters relative to work authorized by this building permit application. ll3li co Tint Owner's Name(Electronic Signature) Date SECTION 7b:OWNERr OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under We pains and penalties of perjury that all of the information contained a this application is t and rate to the best of my knowledge and understanding. cr P Owne .a or Auth ent's ame(Electronic Signature) e NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (trot registered in the Home Improvement Contractor(HIC)Program),will gnl 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 ww�v.mass.eov/oca Information on the Construction Supervisor License can be found at www.mass.aov/d ss 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.fi.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of haif/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"maybe substituted for"Total Project Cost" The Commonwealth of Massachusetts Department oflndustrialAccidents Office of Investigations °= I Congress Street, Suite 100 ` Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/individual): Endless Mountains Solar Services Address:288 Kidder St City/State/Zip:Wilkes Barre PA 18702 Phone #: 570-820-5990 Are you an employer? Check the appropriate box: Type of project(required): 1.❑■ 1 am a employer with 10 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 working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.$ required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 1 LD Plumbing repairs or additions myself. o workers' coin right of exemption per MGL y [N p. 12.0 Roof repairs insurance required.] t c. 152, §1(4), and we have no Solar employees. [No workers' 13.❑■ Other comp. insurance required.] -Any applicant that checks box 41 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 anew affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: HDI-Gerling America Inc Co. Policy#or Self-ins. Lic. #:000087615 Expiration Date: 5/9/16 Job Site Address: 9 Liberty HIII St City/State/Zip: Salem MA 01970 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 r'ury that the information provided above is true and correct. Si ature: Date: Phone#: 708205990 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License # Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) 5/13/2015 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(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Sharon Zaccone FAX Eastern Insurance Group PHONE . (570)819-2000 C No: (570)819-a000 613 Baltimore Drive "MAIL szaccone@easterninsurancegroup.com ADDRESS: INSURERS AFFORDING COVERAGE NAIC ft Wilkes Barre PA 18702-7980 INSURER A.-HDI-Gerlinq America Ins Cc 41343 INSURED INSURER B: Endless Mountain Solar Services, LLC, DBA: Quality INSURERC: 286 Kidder St INSURER D: INSURER E: Wilkes Barre PA 18703 1 INSURER F: COVERAGES CERTIFICATE NUMBERklaster 15-16 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. IN$R rypE OF INSURANCE ADDL SUBR POLICY NUMBER MMIDDYf rE F MMID IYYYY LIMITS LTR EXP X COMMERCIALGENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 100,000 A CLAIMS-MADE X OCCUR PREMISE Ea occurrence S EGG000087615 5/9/2015 5/9/2016 MED EXP(Any one person) $ 5,000 PERSONAL B ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 R POLICY PRO- ❑ECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: Employee Benefits Liability $ 1,000,000 AUTOMOBILE LIABILITY CEaOMBINED SINGLE LIMIT a.,c.n,t $ 1,000,000 A X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED EAGCC000087615 5/9/2015 5/9/2016 BODILY INJURY(Per accident) S AUTOS TOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident Medical Expense $ 5,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOWPARTNER/EXECUTIVE NIA A E L.EACH ACCIDENT $ 11000,000 OFFICERIMEMBER EXCLUDED? (Mandatory in NH) EWGCC000087615 5/9/2015 5/9/2016 1 E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yyes,describe under DESCRIPTIONOF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 11000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City Of Salem THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 93 Washington St ACCORDANCE WITH THE POLICY PROVISIONS. Salem, MA 01970 AUTHORIZED REPRESENTATIVE Sharon Zaccone/SZ 9)1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025 onlnnn r'j ENDLESS MOUNTAINS SOLAR SERv ICES, LLC 184 CEDAR HILL ST,MARLBOROUGH,MA 01752/OFFICE(508)357.2354 FAX(508)532-3562 WORK ORDER ! HIC#174479 Reg: BBB of Central NE Demo Date&Time: 2 } 1 Referred By: I Buyers Name: _.,I e SSI!ct Type of Installation -?hm /Ground/Bal lasted Roof type-Address: m A;e /Metal/Rubber I Other: City: 5-41 Roof Pitch- 00 10e 150 20e 25e 300 350 400 450 Other: State:�� Zip: O)9 � Phone: I-+%- tBy Work: House Type- Ranch/Modular/Cape/Other: e - �S�'6 rt A House Stories- Single/Two/Three/Other: Email: �f 5 S C PcvSS 1 30 C? d1`t t L e>>^t Service Panel- Fuse/60A/ 100A/200A/Other: Notes: COMPLETE SYSTEM PACKAGE System Description: 3, y� +mow '51S� (�q) 12 S�j, Wo{� Q ' 1 1 Z eirllyko,S,e Terms: Payment Plans Based On Current Interest Rate COST OF SYSTEM: �jPJ'L t Please note the payment schedule: '5twt 40%-To start permitting s 50%-To start the installation )q S S 2 10%-After final inspection by your municipality CASH,CHECK or CREDIT CARD(MCNISAfAMEX/DISCO VER) lei S52 -Z50 bppgSt t .i I`S ` fo—Al �ar�'� Sub TawL.............................................. S / SELFFINANCE Tax...................................................... S p Total ..................................................... EMSS FINA1�fE Ot�PT/IOGN ��6ti^4 COV4t , L&ct i1 Deposit Received ........................................ g c 2 S O 1 Z Ykonl h O a +1 61 ll l; Balance Due .........._..... .............................. S I 30 2 10 4e�r y.SS, IT 17,1 Y36 SGc�t fZ2 — / I Company Representative: y IMPORTANT CUSTOMER INFORMATION C Buyers Signatt e'7jV ']ems-"`-'"✓o'4 Any claims.discounts and/or promises node or otherwise offered during any sales Date: prcscrul lion most be in writing on this Work Order in order to be valid.Additionally.any By signing thia Woo k Or,I hereby Polly ocknowledgc and asinine to the terms M this Order deviation of originol specifications ofthe services to be Performed or additions to those Form us well as die 71mw and Conditions on the reverse side of this Work Order ar otherwise specifications by Buyer must be approved by EMSS and may incur additional charges, auachod heteu'.and Wrth"ayrvre to Poy all amounts duo in accordowc with this work Order. LEONARD ENGINEERING, INC. 251 Mundy Street, Suite C Wilkes-Barre,PA 18702 (570)208-7233 www.LEldesigns.biz December 3, 2015 Jim Laskowski Endless Mountain Solar Services 288 Kidder Street Wilkes-Barre, PA 18702 Re: Russell Residence,9 Liberty Hlll Street,Salem,MA Dear Mr. Laskowski, As you requested, I have performed a structural evaluation of the roof framing at the above referenced residence. It is my understanding that solar panels weighing less than 4 pounds per square foot(psf)are proposed to be installed on the south face of the main house hip roof. Per your inspection, pictures and layout plan, the roof is framed with older 2x6 (2" x 5 3/4")rafters spaced at 28" max. on center and spanning 1 1'-6" and 12'-6" from the ridge to the exterior walls. The roof slopes at an 11:12 pitch. The Massachusetts Amendment to the 2009 International Residential Building Code snow chart indicates the design ground snow load in Salem is 40 pounds per square foot(psf), which translates to a roof snow load of 28 psf. Because of the 11:12 pitch,the design snow load can be reduced to the code-minimum live load of 20 psf. The roof dead load of the rafters, sheathing, insulation and shingles is approximately 7 psf and the addition of the solar panels results in a total dead load of I 1 psf. For this evaluation, it was assumed the framing members are typical spruce-pine-fir mix, No. 2 or better. Our calculations indicate the 2x6 rafters spanning 1 1'-6" are stressed to 99% their capacity under the full snow load,existing dead load and proposed solar panel weight, which is acceptable. However the rafters spanning 12'-6" are stressed to 1 18% of their capacity under similar loading and therefore must be reinforced. I recommend sistering 2x6 rafters to each of the rafters spanning 12-6" to increase their bending strength. The added members shall extend to within 12" of the supports at each end of the existing rafters and shall be attached with IOd nails at 12" on center, top and bottom, staggered. If an existing rafter is split or damaged, an additional member shall be added to both sides of the rafter. If the existing rafters are damaged near the ridge or wall bearing location, at least one sistered member shall extend to the ridge or just past the wall. No other framing areas were included in the scope of this evaluation. The above opinion is based on the above information provided by you and the assumption that the framing members are in sound condition. Any deviations from the above criteria discovered during the course of the work must be immediately brought to our attention. Please call me with any questions. Thomas Leonard, P.E. a�l�P�tH OF d{ggo President Q' THOARAS G. tiN LEOPJARD c�a STRUCTURAL f40 49749 O P FrrsTCPE, SYSTEM SPECIFIACTIONS Endless Mountains ENPHASE M250-60-240V LINE DIAGRAM KWDC*3 KW KWAC 3j0 KW SOLAR SERVICES AC VOLTAGE:240V AC AMPS:12A AC DISCONNECT SIZE:30A MODULES/QTY:SOWRWORLD 285W/12 TERMINATOR CAP INSTALLED ON It 11 END OF CABLE JUNCTION BO% tiTO eAWG METER • UP T C� 12Modules(12Micro inverters PERBRANHCI 10 AW G WIRE(FROM ARRAY TO METER) PER BRANCH CIRCUIT r xn eo m n TO METER OR AC DISTRIBUTION ENPHASE CABLE PANEL \• jj � SLACK-Li RED-LZ WRITE-NEUTRAL E3 I GREEN-GROUND -' ��• d m REC METER _ N 1-Z POLE ZO AMP AC DISCONNECT '? CIRCUIT BREAKER 10 AWG WIRE(FROM METER TO INTERCONNECTION) _ NONFUSED i•xneov�tco�aurt ` PER BRANCH CIRCUIT m AMP ETHERNET CONNECTION rOU MTALM FUA q ENVOY COMMUNICATIONS GATEWAY / TO BROADBAND ROUTER AWAYROT NANl4r l r. INSTALL(2) m. TANDEM BREAKERS ' j e 11 enphase TO MAKE ROOM FORPVBACKFEED '¢"TM"T fiNgpD IzovM PO6VER CABLE BREAKER �0R1�110Nvr`�c aRSEeTwci MURRAY 200A 6 AWG SERIVECE PANEL WITH 200A MAIN BREAKER -- (MAIN BREAKER OUTSIDE BELOW COMPANY:ENDLESS MOUNTAINS SOLAR SERVICES METER) 288 KIDDER ST WILKES BARRE PA 18702 (S70)820-S990 NOTE:CONFIRM BEFORE INSTALL DRAWN BY:Shawn Corbley THAT MAIN BREAKER AND CUSTOMER: )ESSICARUSSELL SERVICE PANEL ARE 200A 9 LIBERTY HILL ST. SALEM,MA 978-8844876 Endless Mountains SYSTEM SPECIFLICIIONS SOLAR SERVICES Existing Utility Meter KWDC 3.42 KW Proposed Net Meter KWAC 3.0 KW AC VOLTAGE 240V AC AMPS:12A AC DISCONNECT SIZE:30A Proposed AC Disco MODULES/QTY.SOLARWORLD 285W/12 Proposed REC Meter 1 Module Landscape 1 Module = 1 Module Landscape Landscape 1 Module 1 Module 1 Module Landscape Landscape Landscape p 6 Modules Portrait 195'Azimuth 43' Pitch 195'Azimuth 43'Pitch COMPANY:ENDLESS MOUNTAINS SOLAR SERVICES 288 KIDDER ST N WILKES BARRE PA 18702 (S70)820-SM DRAWN BY:Shawn Corbley g CUSTOMER: JESSICARUSSELL a k.. _ 9 USERTY HILL ST. SALEM,MA 5 978-984-4876 3S' 31Jv2 STRFZT 0411021201 S Office o'Consurnei Affairs and Business Regulation 10 Park Plaza - Suite 5 170 Boston, N/lass achusetts 02116 Home Improvement Contractor Registration Registration: 174479 Type: LLC Expiration: 1/28/2017 TC4 261910 ENDLESS MiOUNTAINS SOLAR SERVICES, IVICHAEL PITCAVAGE 288 KIDDER STREET - ------- WILKES BARRE, PA 18702 Update Address and return card. Mark reason for change. Address Renewal Employmern! Lost Card I U i'arK r i aza - 3 U I LU -) I Boston, M&'ssac1'1USCtts 02116 p,oi-Ile Improvement Contractor RegistTatior"! Registration: 174479 Type: Supplement card Expiration: 1/28/2017 ENDLESS MOUNTAINS SOLAR SERVICES, JAMES LASKOWSKI - 288 v I—n-n E-R� R F-F T WILKES BARRE, PA 18702 Update Address and return card. Mark reason for change. Address Renewal --I Employment Lost Card I U Fark Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 174479 Type: Supplement Card Expiration: 112812617 ENDLESS MOUNTAINS SOLAR SERVICES., ERIC CHARTRAND 288 KIDDER STREET WILKES BARRE, PA 18702 0,. Update Address and return card. Hark reason for change. Address D Renewal LI Employment [] Lost Card r Twi M- dul uso ; b SW '2$Sw I0N0X33m_mlframe) . REALVALUE . '1r...„,.�,.Y."- .n.>ti....m�-s.,...•nv�+a�wr ti�...a�.�r�....1 .. .��.,.,�....�._r�.d.--.e,�..d J'a'.-_�. �.....m�.� TUV Power controlled: rirvvm Lowest measuring tolerance in industry3 Every component is tested to meet 3 times IEC requirements J I Designed to withstand heavy y I accumulations of snow and ice ,0 t Sunmodule Plus: 1 Positive performance tolerance _ �i 2 25-year linear performance warranty b i and 10-year product warranty - a Glass with anti-reflective coating i i World-class quality 9 Y v mmryi�meu¢c mr3n _ w _ — —.11w1rry'xantltoh4irteiEC¢W¢H- 6¢— \�® Fullyyy automates p�uc Ion Ind es and sea—Ress monitoring of the process and mate- cumin�o�,"no�.rec¢iroi rialensurethequalitythatthecompanysetsasitsbenchmarkforitssitesworldwide. cus UL 1703 SolarWorld Plus-Sorting Plus-Sorting guarantees highest system efficiency.SolarWorld only deliversmodules that have greater than or equal to the nameplate rated power. L C Hom.r�:aii`,ee 25-year linear performance guarantee and extension of product warranty to 10 years SolarWorld guarantees a maximum performance digression of 0.7%p.a.in the course of 25 years, a significant added value compared to the two-phase warranties com- mon in the industry,along with our industry-first 10-year product warranty.' 'in accordance with the applicable SolarWorld Limited Warranty at purchase. wwwsola rworld.com/warranty solarworld.com NDIMI p M E °AM r , Sunmodule/Plus SOLARWORLD SW 285 MONO (33mm frame) REALVALUE PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT 800 W/ma,NOCT,AM 1.5 Maximumpower P— 285 Wp Maximumpower Pm„ 213.1 Wp Open circuit voltage V- 39.7 V Open circuit voltage Ve 36.4 V Maximum powerpoint voltage Vmm 31.3V Maximum power point voltage Vmm 28.7V Short circuit current I„ 9.84 A Short circuit current I„ T96 A Maximum powerpoint current Imm 9.20A Maximum powerpoint current Imp 7.43A Module efficiency 9m 77.0% Mi nor redu ction in efficiency unit er partial load conditions at 25'C:at 200 W/ri 100% (+/-2%)ofthe STC efficiency(1000 W/mr)is achieved. 'STC:1000 W/m;25C,AM 1.5 1)Measuring tolerance(P.,e)traceable to TUV Rheinland:+/-2%(TUV Power Controlled), COMPONENT MATERIALS THERMAL CHARACTERISTICS Cells permodule 60 Cell type Mono crystalline NOCT 46"C Cell dimensions 6.17 in x6.17 in(156.75x15675 mm) TC l„ 0.04%/-C Front Tempered glass(EN 12150) TC-, -0.30%/'C Frame Clear anodized aluminum TC P, -0.41%/'C Weight 39.7 lbs(18.0 kg) Operating temperature -40'C to 85'C g SYSTEM INTEGRATION PARAMETERS Iu 1000 W/ma _ Maximum system voltage SC 11/NEC 1000V Maximum reverse current 25 A 800 W/ma Number of bypass diodes 3 V I— Design Loads' Tworailsystem 113 psf downward 600 W/ma 64 psf upward Design Loads' Three rail system 178 p5fdownward v I 400 W/ma 64 p5f upward 178 psf downward EDesign Loads' Edge mounting 41 psf upward 200 W/ma 100 Wilms 'Please refer to the Sunmodule installation instructions for the details associated with 'these load cases. ModulevchageM Va ADDITIONAL DATA Power sorting' -OWp/+SWp 37.8(961) _ J-Bax IP65 420 — Module leads PV wire per UL4703 with H4 connectors (106.6S) y OO 4xy Module type(UL 7703) 1 712 0 a26(6. Glass Low iron tempered with ARC 6) (180.85)�--_00.35(g) i o.43 pt) • Compatible with both'Top-Down' r and"Bottom"mounting methods g I •�Grounding Locations: a -41ocations along the length of the 0 _ module in the extended flange. (33)a 30 e . 00.35(9) �--- 1.14129)1132 g —►� 28TS0) 39.4(1001) 1.30(33) All units provided are imperial.51 units provided in parentheses. Solai-World AG reserves the right to make specification changes without notice. SW-01-7102U512-2014 Enphase®Microinverters Enphase® M250 ' f � l n,y tia`l8: . The Enphase'° M250 Microinverter delivers increased energy harvest and reduces design and installation complexity with its all-AC approach. With the M250, the DC circuit is isolated and insulated from ground, so no Ground Electrode Conductor (GEC) is required for the microinverter. This further simplifies installation, enhances safety, and saves on labor and materials costs. The Enphase M250 integrates seamlessly with the Enaaae® Cable, the Envoy Communications Gateway", and Enlighten®, Enphase's monitoring and analysis software. PRODUCTIVE SIMPLE RELIABLE -Optimized for higher-power - No GEC needed for microinverter -4th-generation product modules - No DC design or string calculation - More than 1 million hours of testing - Maximizes energy production required and 3 million units shipped - Minimizes impact of shading, - Easy installation with Engage - Industry-leading warranty, up to 25 dust, and debris Cable years [ � enphase® s�® E N E R G Y C�US Enphase®M250 Microinverter//DATA INPUT DATA(DC) M250-60-2LL-S22/S23/S24 Recommended input power(STC) 210-300 W Maximum input DC voltage 48 V Peak power tracking voltage 27 V-39 V Operating range 16 V-48 V Min/Max start voltage 22 V/48 V Max DC short circuit current 15 A Max input current 9.8 A OUTPUT DATA(AC) @208 VAC @240 VAC Peak output power 250 W 250 W Rated(continuous)output power 240 W 240 W Nominal output current 1.15 A(A rms at nominal duration) 1.0 A(A rms at nominal duration) Nominal voltage/range 208 V/183-229 V 240 V/211-264 V Nominal frequency/range 60.0/57-61 Hz 60.0/57-61 Hz Extended frequency range` 57-62.5 Hz 57-62.5 Hz Power factor >0.95 >0.95 Maximum units per 20 A branch circuit 24(three phase) 16(single phase) Maximum output fault current 850 mA rms for 6 cycles 850 mA rms for 6 cycles EFFICIENCY CEC weighted efficiency,240 VAC 96.5% CEC weighted efficiency,208 VAC 96.0% Peak inverter efficiency 96.5% Static MPPT efficiency(weighted, reference EN50530) 99.4 % Night time power consumption 65 mW max MECHANICAL DATA Ambient temperature range -400C to+650C Operating temperature range(internal) -400C to+850C Dimensions(WxHxD) 171 mm x 173 mm x 30 mm(without mounting bracket) Weight 2.0 kg Cooling Natural-convection---No-fans Enclosure environmental rating Outdoor- NEMA 6 FEATURES Compatibility Compatible with 60-cell PV modules. Communication Power line Integrated ground The DC circuit meets the requirements for ungrounded PV arrays in NEC 690.35.Equipment ground is provided in the Engage Cable. No additional GEC or ground is required. Monitoring Free lifetime monitoring via Enlighten software Compliance UL1741/IEEE1547, FCC Part 15 Class B,CAN/CSA-C22.2 NO.0-M91, 0.4-04,and 107.1-01 'Frequency ranges can be extended beyond nominal if required by the utility To learn more about Enphase Microinverter technology, r I enphase® visit enphase.COm E N E R G Y 0 2013 Enphase Energy.AO rights reserved.AO trademarks or brands in this document are registered by their respective owner. if l GreenFasten'" GF1 — Product Guide Installation Instructions A �M , Y U fitt' ,i.l tr` '� �`r� . � - �— 2 3 4 i. Locate the rafters and snap horizontal and vertical lines to mark the installation 1,, { position for each GreenFasten flashing. t E-t r I 2. Drill a pilot hole(1/4"diameter)for the lag bolt.Backfill with sealant.* 3. Insert the flashing so the top,part is under the next row of shingles and pushed far enough up slope to prevent lwater infiltration through vertical joint in shingles. ,r I 4. Line up pilot hole with GreedFasten hole. 11+ t It 1 *, eq - 4'} 5. Insert the lag bolt through tt e EPDM washer,the top compression component (L-Bracket pictured)and the asketed hole in the flashing and into the rafter. 6. Torque to 140 inch-pounds Consult an engineer or go to www.ecofastensolarcom for engineering data. *EcoFasten recommends an EPDM mastic. 6 ' r•3 r , 1 , r. ) B77-859-3947 committed to the Support of Renewable Energy ©EcoFasten Solar®All content protected under copyright.All rights reserved.05/29/2012 2.1 I ' Yw,; GreenFasten " GF1 — Product Guide Installation Instructions Use for vertical adjustment when leading edge of flashing hits nails in upper shingle courses A f$: . Slide flashing up under shingles until leading edge engages 2. Remove flashing and cut"V" notch at marks where nail shafts engaged nails.Measure remaining distance to adjust upslope. leading edge of flashing the distance desired in Step 1.Notch depth not j9L �6 to exceed 2"length by 1/2"width. °t. Nails beneath shingle fti f 4 ' { � Placement of"V"notch 21, ILI All rt�i'kv� if {{ [ A I ftj K A ffi A ir' 3. Reinstall flashing with notched area upslope. 4. Position notched leading edge underneath nail heads as shown. r Nails beneath shingle Nails beneath shingle !FJ ! tt b t ,.s •+ j } 877.859-3947 Committed to the Support of Renewable Energy ®EcoFasten Solar®All content protected under copyright.All rights reserved.07/122012 2.2 t { UNORACO R ®UNTT- (Patent Pending) i j SolarMountTM shown flush mounted r in landscape(horizontal) mode p ® i i r i SoLARMouws are the easiest, fastest, and safest way to install a PV array on the roof of virtually any building. Universal —Any 64 Watt or larger, framed PV module Bi-Directional Mounting — Mount your modules in sold in North America can be mounted using landscape (horizontal) mode, as shown above, or in SolarMount. (See PV Module Compatibility List on the portrait (vertical) mode. If you have limited roof back page.) space, you can even use both orientations in a single installation. Roof Top Assembly— Because of its "top down" clamps, SolarMounts are ideal for use with the new Meets Building Code Requirements—Whether the "plug 'n play" PV modules. An entire array can be roof is pitched or flat, and regardless of the roofing fully assembled and wired where they'll be installed — material, SolarMount will securely attach your PV array on the roof. This eliminates the awkward hazard of to your roof in compliance with U.S Building Codes. lifting partially assembled arrays to the roof, and then (See "Building Code Compliance" on the back page.) . mounting and adjusting them on their footings. Quick and Easy Installation — Continuous, dual slotted (See inside for details) SolarMount rails provide the ultimate in adjustability. No more re-drilling holes, or repositioning footings. VN�RAC° F SolarMount is a "patent pending"mounting system designed for easy, safe and fast on-the-roof installation of PV modules. No more lifting cumbersome, pre-assembled arrays from the ground to the roof. ► SolarMountT" ®anal Slotted Flails SolarMount rails have a Footing Bolt Slot that provides infinite flexibility for positioning SolarMount footings. Module You can always lag directly into a roof member for maxi- Bolt Slot mum structural integrity. The Module Bolt Slot provides equal flexibility for mount- ing your modules. The result is that SolarMount can mount any module on virtually any roof. Footing Bolt Slot SolarMount "Top-Down'° Module Clamps Modules attach to the rails from the top with unique SolarMount clamps. l First, attach the footings to the roof, and the rails to the footings. Then, use the SolarMount clamps to attach the modules to the rails from the top - one module at a time. I i m *, J, SolarMounts can easily be mounted in either landscape y; (horizontal array) or portrait (vertical array) mode without T\' `� "> special added arts. Portrait��� ri.,�_ any p p Mode fs A variety of SolarMounts are available for mounting from two to as many as nine modules, depending on module andscape; size. And, SolorMounts can be set end to end to create Mo a extended length arrays. (See Splice Kits on the facing page) ' 'ems ® R r Ad O UJ 9 TTA4 "L"' Footings The standard SolarMount "L" shaped foot is designed to - bolt through existing roofing material to the rafter, and - to be sealed with an appropriate roofing sealant under each footing. Two vertical mounting holes provide for - ® _ adjustment of the height of the SolarMount rail. w 4t��aao�f� Round standoffs (3" and 6" tall) are also available. ° They are installed under the roofing material, and are 1g b� compatible with Oatey V/4" diameter elastomer collared flashings and other non-collared flashings. Visit www.oatey.com for details of Oatey flashings) Tilt legs Standard SolarMount are designed to be flush mounted on a pitched roof. If-the-roof-is-flat,, or-if-the-roof pitch-is-too-low,-tilt-legs are available to lift your array to the desired angle to the sun. The maximum angle can vary from 25 to 45 degrees from horizontal, depending on the size and ori- entation of the SolarMount and your PV modules. D� Spike Kits SolarMounts can be mounted end to end in order to create continuous rows of modules. Simply splice as j many SolarMounts together as required. r ® m O S PV Module Compatiblifty Ust ASE ASE100, ASE300 AstroPower AP-65/75, APX-90, AP-110/120, AP-150, AP-6105/7105, AP-1106/1206 BP Solar BP270/275, BP585/590, BP2150, MSX-120, SX-75/80/85, SX-110/120 Evergreen EV-94/102 Kyocera KC-70/80/120 Photowatt PW750, PWX1000 Siemens SP65/70/75, SR90/100, SM100/110, SP130/140/150 Uni-Solar US-64 Call UniRoc or your PV dealer for any PV module not shown. 'ZolarMount' Corriponent Spew acaidons :,10 Year Un-Dited Warranty a SolarMount Rails and Mounting Clamps, Tilt Legs UniRac, Inc.warrants to the original owner at the original installation site and "L" Shaped Footings— 6061-T6 Aluminum that SolarMounts shall be free from defects in material and workmanship Extrusion for a period of ten(10)years from the earlier of 1)the date the installation is complete, or 2) 30 days after the purchase of the SolarMounts by the 0 3" and 6" Standoffs —Grade 5 Zinc Plated, original owner. This warranty does not cover damage to SolarMounts that Welded Steel occur during shipment,or prior to installation. 0 Fasteners— 304 Stainless Steel If within such period the SolarMounts shall be reasonably proven to be defective,then UniRac shall repair or replace the defective SolarMounts,or part thereof,at UniRac's sole option.Such repair or replacement shall fulfill Build ig Code Compliance all UnIRac's liability with respect to this warranty. SolarMounts are designed to comply with the This warranty shall be void if installation of the SolarMounts are not per- Uniform Building Code, 1997, Chapter 16. See formed-in accordance with UniRac's SolarMountlnstallation Guidelines,—or if the SolarMounts have been modified,repaired or reworked in a manner Installation Guidelines for details regarding specific not authorized by UniRac in writing, or if the SolarMounts are installed in modules and loading. an environment for which they were not designed. UniRac shall not be liable for consequential, contingent, or incidental damages arising out of use of the SolarMounts. VNORAQ° UniRac, Inc. 2300 Buena Vista, SE, Suite 134 Albuquerque NM 87106 USA Phone: 505.242.6411 Fax: 505.242.6412 e-mail: info@unirac.conl www.unirac.com 8/01 Uf* Final Construction Control Document To be submitted at completion of construction by a Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Russell Date: 4/11/2016 Permit No. B-16-28 Property Address: 9 Liberty Hill Avenue Salem, MA 01970 Project: Check(x) one or both as applicable: New construction X Existing Construction Project description: Roof mounted grid tied PV Solar System I Thomas Leonard MA Registration Number: 49749 Expiration date: 6/31/16 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Architectural X Structural Mechanical Fire Protection Electrical Other: Describe Performed calculations and verified the existing roof framing was not sufficient to support the new solar panels along with the code-required snow load.Recommended reinforcing of the framing and reviewed pictures of the installed reinforcement to verify it complied with my recommendations. for the above named project. I, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions o CMR 107. VW OF 444SSy Enter in the space to the right a "wet' or S e electronic signature and seal: o TU g RUCTU AL � No.49749 Q�ickFGISTEPyGa°4�'Q Phone number: 570-208-7233 Email: thomasleonardpe@msn.com {Fo" Building Official Use Only Building Official Name: Permit No.: Date: Version 06112013 r Final Construction Control Document To be submitted at completion of construction by a Registered Design Professional �y for work per the 8a' edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Russell Date: 4/11/2016 Permit No. B-16-28 Property Address: 9 Liberty Hill Avenue Salem,MA 01970 Project: Check(x) one or both as applicable: New construction X Existing Construction Project description: Roof mounted grid tied PV Solar System I Thomas Leonard MA Registration Number: 49749 Expiration date: 6/31/16 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: Architectural X Structural Mechanical Fire Protection Electrical Other: Describe Performed calculations and verified the existing roof framing was not sufficient to support the new solar panels along with the code-required snow load. Recommended reinforcing of the framing and reviewed pictures of the installed reinforcement to verify it complied with my recommendations. for the above named project. I, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis.To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions o CMR 107. H OF F 2 Enter in the space to the right a"wet'or ON 3 electronic signature and seal: RUC AL 9No.49749 d 90FG/STERE�aFwQ Phone number: 570-208-7233 Email: thomasleonardpe@msn.com Stow' Building Official Use Only Building Official Name: Permit No.: Date: Version 06 112013