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303 LAFAYETTE ST - BUILDING INSPECTION (3) Lf0 - 14 3 -b (o �7 <� 2� a The Commonwealth of Massachusetts Department of Public Safety Massachusetts State Building Code(780 CMR) Building Permit Application for any Building other than a One-or Two-Family Dwelling (This Section For Official Use Only) Building Permit Number: Date Applied: Budding Official: SECTION 1:LOCATION(Please indicate Block#and Lot#for locations for which a street address is not available) 303 Lafayette Street Salem,MA 01970 No.and Street City/Town Zip Code Name of Building(if applicable) SECTION 2:PROPOSED WORK Edition of MA State Code used_ If New Construction check here❑or check all that apply in the two rows below Existing Building M Repair❑ 1 Alteration ❑ 1 Addition❑ 1 Demolition ❑ (Please fill out and submit Appendix 1) Change of Use ❑ Change of Occupancy ❑ Other ® Specify: solar Are building plans and/or construction documents being supplied as part of this permit applicafion? Yes Rl No ❑ Is an Independent Structural Engineering Peer Review required? Yes ❑ No ❑ Brief Description of Proposed Work: Installation of a 17.8 kw(66 panels)rooftop solar array SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CMR 34) ❑ Existing Use Group(s): Proposed Use Group(s): SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) Total Area(sq.ft.)and Total Height(ft.) SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1❑ A-2❑ Nightclub ❑ A-3 ❑ A-4❑ A-5❑ 1 B: Business ❑ E: Educational ❑ F: Facto F-1❑ F2❑ H: h Hi Hazard H-1❑ H-2❑ H-3 ❑ H-4❑ H-5❑ I: Institutional I-1❑ I-2❑ I-3❑ 1-4❑ M: Mercantile❑ R: Residential R-10 R-2❑ R-3❑ R-4❑ S: Storage S-1❑ S-2❑ U: Utility❑ Special Use❑and please describe below: Special Use: SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA O IB ❑ IIA ❑ IIB ❑ IIIA ❑ IIIB ❑ 1 IV ❑ 1 VA ❑ VB ❑ SECTION 7:SITE INFORMATION(refer to 780 CMR 111.0 for details on each item) Trench Permit: Debris Removal: Water Supply: Flood Zone Information: Sewage Disposal: Licensed Disposal Site❑ Public❑ Check if outside Flood Zone❑ Indicate municipal❑ A trench will not be p Private❑ or indentify Zone: or on site system❑ required❑or trench or specify: permit is enclosed❑ Railroad right-of-way: Ha zazds to Air Navigation: MA Historic Coaunission Review Process: Not Applicable El Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed❑ Yes❑ or No❑ Yes IB No ❑ SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: Use Group(s): Type of Construction: Occupant Load per Floor: Does the building contain an Sprinkler System?: Special Stipulations: SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner David Pabich/Salem Renewals,LLC 303 Lafayette Street Salem 01970 Name(Print) No.and Street City/Town Zip Property Owner Contact Information: 978 -979 -9278 dpabich@salemrenewals.com Title Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes Romain Strecker 10 Churchill Place Lynn MA 01970 Name Street Address City/Town State Zip to act on the property owner's behalf,in all matters relative to work authorized by this building permit application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 2) If building is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here 0 and skip Section 10.1 10.1 Re 'stered Professional Responsible for Construction Control Remain Strecker 781 462 8702 permits@bostonsolar.us 169698 Name(Registrant) Telephone No. e-mail address Registration Number _ _10 Churchill Place Lynn MA 01970 7/27/2015 Street Address City/Town State Zip Discipline Expiration Date 10.2 General Contractor The Boston Solar Company Company Name Romain Strecker 096385 Name of Person Responsible for Construction License No. and Type if Applicable 10 Churchill Place Lynn MA_ 01970 Street Address City/Town State Zip 781 -462_-8702 permitstabostonsolar us Telephone No. business Telephone No. cell e-mail address SECTION 11:WORKERS'CONWENSATION INSURANCE AFFIDAVIT M.G.L.c.152.§25C 6 A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents 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. Is a signed Affidavit submitted with this application? Yes® No ❑ SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor and Materials) Total Construction Cost(from Item 6)_$ 1.Building $ 25,000 Building Permit Fee=Total Construction Cost x (Insert here 2.Electrical $ 49,596 appropriate municipal factor)_$ 'n 3.Plumbing $ gj 4.Mechanical (HVAC) $ Note:Minimum fee=$ (contact municipality) 5.Mechanical Other $ Enclose check payable to t�?) _ 6.Total Cost $ 74,596 (contact municipality)and write check number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Romain Strecker 781 _462 .9702 1/180014 Please print and sign name Title Telephone No. Date 10 Churchill Place Lynn MA 01902 Street Address City/Town State Zip Municipal Inspector to fill out this section upon application approval: Name Date . 0 T i e Salem Historical Commission 120 WASHINGTON STREET,SALEM, MASSACHUSETTS 01970 (978)619-5685 FAX(978)740-0404 THIS IS NOT A BUILDING PERMIT. Please be sure to obtain the appropriate permits from the Inspector of Buildings (or any other necessary permits or approvals)prior to commencing work. CERTIFICATE OF APPROPRIATENESS It is hereby certified that the Salem Historical Commission has determined that the proposed: ❑ Construction ❑ Moving ❑ Reconstruction ❑ Alteration ❑ Demolition ❑ Painting ❑ Signage ❑ Other work as described below will be appropriate to the preservation of said Historic District, as per the requirements set forth in the Historic District's Act (M.G.L. Ch. 40C) and the Salem Historic Districts Ordinance. cll District: L ette'Street. Address of Property' 303.I.afayEtte Street Name'of Record Owner: Salem Renewal, LLC Description of Work Proposed: Installation of a rooftop solar array per the drawings and specifications submitted on 113012014. Dated: February 24, 2014 SALEM HISTORICAL COMMISSION By: C The homeowner has the option not to commence the work (unlesPtrela�tes to resolving an outstanding violation). All work commenced must be completed within one year from this date unless otherwise indicated. THIS IS NOT A BUILDING PERMIT. Please be sure to obtain the appropriate permits from the Inspector of Buildings (or any other necessary permits or approvals)prior to commencing work. Mee of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: gistrabon: 169598 Type: Office of Consumer Affairs and Business Regulation xpiratlon. 7/27/2015 LLC 10 Park Plaza-Suite 5170 Boston,MA 02116 THE BOSTON SOLAR COMPANY LLC ROMAIN STRECKER 10 CHURCHILL PLACE _. . LYNN,MA 01902 Undersecretary - Not valid without signature ~ Massachusetts -Department of Public Safety Board of Building Regulations and Standards ConLicne :CS- penisor license: CS-098385 ROMAIN D STREOCER #1�J 10 CHURCHII L BLAr = LYNN MA 0190E Expiration Commissioner 1 0/0812 01 4 The Commonwealth of Massachusetts Department of lndustrialAccidents Office of Investigations 1 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): The Boston Solar Company Address: 10 Churchill Place City/State/Zip: Lynn, MA 01902 Phone#:617-858-1645 Are you an employer?Check the appropriate box: ( 1.❑� I am a employer with 20 4. ❑ I am a general contractor and I Type of project required): employees(full and/or part-time).' have hired the sub-contractors 6. ❑New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g• ❑ Demolition working for me in any capacity. employees and have workers' o workers' com comp. insurance.t 9. ❑ Building addition il`i p. insurance P• required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doingall work officers have exercised then 11.❑ 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' 13.9 Other Solar installation comp insurance required.] "Any applicant that checks box#]must also fill out the section below showing their workers'compensation polity 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:Liberty Mutual Insuarance Policy#or Self-ins. Lic. #:WC2-31 S-384393-014 Expiration Date:1/14/2015 Job Site Address:_303 Lafayette Street 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 enaltles of perjury that the information provided above is true and correct. Signature: Date Phone#: 6178581645 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#: i - US SolarWorks, LLC 7 N. Main Street Attleboro, MA 02703 508-226-8001 pcte^u,ussolarworks.com Page 1 Renewable Energy System Contract—Solar PV Array—17.82 kW November 18,2013 US SolarWorks hereby enters into an agreement with the Customer: Customer Name Renewal Ventures LLC Address 303 Lafavette Street,Salem,MA 01970 Site Address 303 Lafayette Street,Salem MA 01970 Phone Number 971-979-9278 Scone of work: US SolarWorks shall act as the Turnkey project manager for the design and installation of a 17.82 kW Solar Photovoltaic(PV) System at the Address listed above. US SolarWorks shall provide solar system design,equipment procurement and installation,permitting and interconnection support, rebate project completion paperwork,training,operations and maintenance,in compliance with all applicable state and local laws. US SolarWorks shall also provide for securing the required permits, installation of the PV project,scheduling and participation in all required inspections,and providing warranty services as required. US SolarWorks,as the installer, shall provide the following warranties: PV Project shall have a 5 year warranty against defective workmanship,PV Project or component breakdown,or degradation in electrical output of more than 15% i from the originally rated electrical output during the warranty period, covering PV Modules and inverters, and provide for no cost repair or replacement of the PV project system components,including any associated labor during the warranty period. All major equipment shall be covered by the manufacturer's warranties,including 10 year product warranty on PV modules, with 25 year performance on modules,and 10 years on inverters,2 years for revenue grade production meters,and 10 years for mounting.rack equipment. US SolarWorks, LLC 7 N.Main Street Attleboro,MA 02703 508-226-8001 octeraussolarworks.com page Customer shall: Provide pre-payment of deposit, in the amount of 7.5%of purchase cost as part of total project invoice, upon agreement of this contract,which shall be applied to cover design,engineering, utility interconnect application,and grant application efforts. Provide payment in full for the total invoiced material products minus the deposit previously paid,prior to installation of said invoiced material products. Provide payment of 100%of total invoiced labor for electrical work, upon completion of the electrical work. Provide payment of 100%of total invoiced labor for mechanical installation work,(rooftop solar panel mounting rack installation work), upon completion of the said mechanical installation work. Site Work to be completed by Customer: Customer shall provide any necessary facilities preparation work in order to provide clear facilities access,to the roof-top mounted site location, of the PV modules and all necessary electrical raceways. Customer shall provide any architectural, structural, electrical,or mechanical work needed, for the roof and/or building, and or building wiring,prior to solar panel and wiring installation. Customer shall provide any tree trimming or other site work necessary for good solar gain access. Customer shall provide any roof repairs and/or sealing needed to put the roof in good working condition, prior to installation of solar equipment. Services covered by warranties: US SolarWorks warranties workmanship for a period of 5 years from completion of installation. Workmanship constitutes;the attachment,fastening,connecting and condition of electrical devices that are part of the original installed system. Workmanship warranty ensures that the original installed system is installed as per applicable codes,permits and regulations. US SolarWorks, LLC 7 N. Main Street Attleboro, MA 02703 508-226-8001 ep ter-,ussolarworks.com Page 3 Terms of the Warranty: US SolarWorks warrants that the product you have purchased from US SolarWorks is free from defects in materials and workmanship under normal use during the warranty period. The workmanship warranty period begins after the installation is completed. The workmanship warranty period extends only to the original purchaser, and only at the original installation location. it is not transferable to anyone who subsequently purchases any of the products,nor is it transferable to any re-location of the product. During the workmanship warranty period,US SolarWorks will repair or replace defective parts with new parts,or at the option of US SolarWorks, serviceable used parts that are equivalent or superior to new parts in performance. Tlus workmanship warranty extends only to products purchased from US SolarWorks. This workmanship warranty does not extend to any product which has been damaged or rendered defective(a)as a result of accident,misuse or abuse(b)as a result of an act of god(c)by operation outside the usage parameters stated within user manuals(d)by use of parts not sold or installed by US SolarWorks(e)due to modification of the product(f) as a result of war or terrorist attack(g)as a result of service by anyone other than US SolarWorks or a representative of(h)or any vandalism. EXCEPT AS EXPRESSLY SET FORTH IN THIS WARRANTY, US SOLARWORKS MAKES NO OTHER WARRANTIES EXPRESSED OR IMPLIED, INCLUDING ANY IMPLIED WARRANTIES OR MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. US SOLARWORKS EXPRESSLY DISCLAIMS ALL WARRANTIES NOT STATED IN THIS WARRANTY,ANY WARRANTIES THAT MAY BE IMPOSED BY LAW ARE LIMITED TO THE TERMS OF THIS EXPRESS WARRANTY. 7�� US SolarWorks, LLC 7 N. Main Street Attleboro,MA 02703 508-226-8001 Pete%icussolatuorks.eom Page 4 Product Components and Labor to be supplied as part of this agreement: (66) SolarWorld 270 Watt solar PV Modules Total 17.82kW DC Solar Array (3) Inverters—Fronius 6.0-1 Locus monitoring&auto reporting Rooftop Solar Racking AC&DC Disconnects, grounding clips,cables. etc. Electrical wires and components to connect the modules and inverters Rooftop inline fuse box for pass-thru wire conversion AC kWh PV Production Meter&socket Shipping&Handling—Ship directly to work site Total,cost of material products $ 5-1,058 MA sales Tax $ 3,316 Installation-Structural and Electrical $ 18,222 Project Cost Total $74,596 Project Time Frame Upon signing of this Agreement,payment of Deposit shal t be made by customer to US SolarWorks. US Solar.Works shall at that time commence work on solar design drawings, electrical one-line drawings,preparation of rebate applications, utility interconnection applications,and supporting documents. All products listed above shall be procured by US SolarWorks immediately upon prepayment of total cost of Products. Solar modules; inverters and mounting racks shall be shipped directly to the work site. Customer shall safely store delivered solar products until needed for installation. Permits shall be obtained prior to start of work. Installation to commence upon delivery of Products,and shall proceed as weather permits, until completion of installation. Final inspections shall be scheduled upon completion of installation. yeti US SolarWorks, LLC 7 N. Main Street Attleboro,MA 02703 508-226-8001 en te(1uussolarwgrks.com Page 5 This agreement does not create artner hip or employer/employee relationship. Signed (Customer) Date Signed (Customer) __ Date Name Printed ` k_Title vt Name Printed -e ) Title Approved US Solar Works Date v2 �Y//y Engineering Deposits $5,087 Paid Date 9/6/13 1st Equipment Purchase $28,187 Check Number�_�_ Date /a 6 v3g 2'd Equipment Purchase $28,187 Check Number Date Final Installation $13,135 Due upon Completion Ck# Date Total Project Cost$74,596 Full service solar installation, parts, and labor. Apex October 21, 2013 Engineering 56 Bradford Lane Dave Pospisil Rochester,MA 02770 Ph/Fx:(508)763-2752 Project Manager w .apexengineenngllcxorn US Solar Works, LLC. 7 North Main Street Attleboro, MA 02703 RE: Salem Renewal 303 Lafayette St. Salem, MA Apex Job # 13-102 Dear Mr. Pospisil: This letter certifies the existing structure at 303 Lafayette Street, in its current condition, is capable of supporting the applicable dead, live, snow, wind, and seismic loads required by the Eighth edition of the Massachusetts State Building Code (780 CMR), as well as an additional dead load of 17.9 pounds per square foot for the installation of solar panels over the entire roof. Should you have any questions about this letter, please do not hesitate to contact this office. Respectfully, ( Digitally si Apex Engineering Orlowski, SCOTr °yo Scott DN: cn= tII " Orlowski P E`Date, o x r>Bu�Ee li Scott R. Orlowski, P.E. � Date:'20 1 President r -04'00' 13-102.US Solar(303 Lafayette)-Str rpt-01.docx Enclosure: Copy of structural calculations cc: File 13-102 P.Fine(U.S.Solar Works) JOB If,— . (JS /cr Cr3 lgtan(al � 4 APEX ENGINEERING, LLC 56 Bradford Lane SHEET No. of Rochester, MA 02770 (508) 763.2752 CALCULATED BY S�d DATE www.apexengineeringlic.com CHECKED BY DATE SCALE J(eYMiJ�e JeVe/ U-g 'Wmrk 2xvcl .2 m7- _ FGVo43 68 �2 / 9 7 / r- _ �va ^.dF/,�i rr � . :/. — 2r�976 w%` _ //yyr�9afc.�v* = 14790•�r' 51 APEX ENGINEERING, LLC JOB S7L 56 Bradford Lane SHEET NO. �2 OF Rochester, MA 02770 CALCULATED BY /Q (508) 763.2752 DATE www.apexengineerin67llc.com CHECKED BY DATE SCALE )5. 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F/02825 3 n TeL <01.500.25JB O Fax I01.29]6J2B SALEM RENEWALS, LI.0 plispigm)Bmsncom 303 Lafayette St., Salem, MA O1070 PV Modules: (66)Solarworld 270W Modules,Capacity: 17.8kW DC(STC) Lafayette Street Fronius Inverter& Customer owned production meter 4, located inside building on south side of the building09 77 Point of connection: h + Line side tap near the utility meter per stamped 1-line drawing enclosed Project Site: 303 Lafayette Street,Salem, MA 01970 Utility disconnect(located outside building) US Solarworks ♦� �. , 7 North Main Street Utility Meter(located inside building) „ �yR ; *� ^^ Attleboro,MA 02703 Phony 508-226-8001 South r Y r Fax:508-226-8005 I SITE PLAN i♦ Project Location:303 Lafayette Street,Salem,MA 01970 System Capacity:17.8 kW DQSTC) I y yi tifYw•.� y f y 'jCl�A"•�..4�r}r s; r' - lieJ I 1 !L4 �. �oyyF���o t ki � 5 r i t I I rode Y•M1L 6r. x 1Mr 'y Y tt;Y'�i t ti r4 I y A IL yy { ' !Yti Y 4 ry J L. A !r E Y L t x� � L i r ,:: �' ;�$°. 1 .�•;A �, i .:�,. 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A � Lyt � PPS �r tP_'�. �� � #�Hl�r77kr �7Yhp�}��'�� M"+n r h t n d-r iv -.xu ��ts.�tiv�� YX h " . .0 :r.F 'aF {j�Y d'r�'� t��7 �r �y � `� l Y { Y 6 ¢ y �. �' L Ql�L:'f �' !� h�� �1l �,`v vY�r'� v r'y�, h+ �h y FnS. ?�`�•; t � w it { r " � `l�Z � 4�` � s '-x d. y!�J� a: c k - 7 '3'3-.•„L � e y.. •1 �-� - '� � . i y r_, I JE+® 4 II I e3 0 sa R is €a €s 0AAA a BAAFe �_ e TSB °a3� o5d �F� g X11 0 1 m 411 m Nil r k � £ a as F 'a9 " Ag 5 xaa&p o a !i9 aW € gp Jp1pF P�� p3g4g a a a P�S Y @C apy ppppop a g§� # R 't1 3 3�85�- 101 IH @' C { pR $ ppp gQ 9q Y 93 aap@ Al F - psa a R P @F ; F1 4Fa a®3 a ® �° F s €R a $ � a � dL- fax "� ax" ap a �8aaa �a E F i � ��;�)1- j -� •F 8 F a � �a as F pp i �ao tTJ5 J om.. t ONE—LINE DIAGRAM {�.- 'RI�1T9vs ERone NEERINC Hf O 3 p F e°< Pmie% NEF PHOTOVOLTAIC SYSTEM IOP '�� 'j Foster R/02825 EA6F.M RENEWALS, ILL Iw__ Te4 <BLSp0.2536 0 Fax: <01.397.6428 303 Lafayette St., Salem. MA 01970 Aol olw00 2538 m _ 4 m 4 _ d 2 MY _ mm _ _ r.. Fronius IG IU6' PU Inverter The first complete solution. Reliable Proven Smart. r , n l +An outstanding addition toYthe family:The next generation Fronms IG Plus inverter bwids on a f ^' - successful model with multiple enhancements, including maximum fl power harvest;'a bwlt ih six L Tcircuit ra arcuitstringcombiner, integrated,-IockableDC,� ,.� ��. Disconnect,significantly improved efficiency;and . " z=. T' - A *unbeatable reliability. ,l Newarger power stages ='..-„: - _ k t expand the proven Fronlus IG family from 2 to 12 kW in a single inve`ner.4`�`- :±-- " — -:• m= 6 Awma UKI ,» S u v _ - % :- *INPUT DATA FroniuslG Plus V'�3:01mx 1e3.8-i I5.01.vw I 8.0-1�,IZ 7.5-1 xxi' 10.0-1 ox�(.=tt.4d vx� I10.0-3 o.n, It143o.e. �12.03 � �-'c' .= -Recommended PV-Power(kWp) 2.50-3.45 3.20-4.40 4.25-5.75 5.10-6.90 6.35-8.60 8.50-11.50 9.70-13.10 8.50-11,50 9.70-13.1010.20 13809'"'•-* 1a MPPT-voltage range 230...500 V '_9 r=} ;DC startup voltage 245 V d 0 4 - Max.input voltage(at 100o w/m, _' - 14-F(-10°C)in open circuit operation) 600V d eNominal input current 8.3A 10.5A 13.8A 16.5A 20.7A 27.6A 31.4A 27.6A 31.4A 33.1A 2 1 Max.usable input current 14.0 A i 17.8 A 23.4 A 28.1 A 35.1 A 46.7 A 53.3 A 46.7 A 53.3 A 56.1 A e Admissible conductor size(DC) No.14-6AWG 2 y 3 i Number of DC input terminals 6 `m L ;Max.current per DC input terminal 20 A;Bus bar available for higher input currents 13 OUTPUT DATA Fronius 1G Plus V 3.0 1 mn m 9.8-i s 5.0.1 um _6.0-i urea 7.5-1 xxi_ 10.0-i g „11.4-1 1033 .t1 4 3° t 12.0-3 m ' Nominal output power(PA.... 3000 W 3800 W 5000 W 6000 W 7500 W 9995 W 11400 W 9995 W 11400 W 12000 W g 9 M * .Max.continuous output power o 104°F(40°C)208 V/240 V/277 V 3000 W 3800 W 5000 W 6000 W 7111 W 9995 W [11400 W 9995 W 11400 W 12000 W n d y Nominal AC output voltage 208 V/240 V/277 V 206 V/240 V 277 V S'-'- C ._'Operating AC voltage range 208 V 183-229 V(-12/+10%) ' e p l(default) 240 V 211 -264 V(-12/+10%) 277 V 244-305 V(-12/+10%) 'Max.continuous 208 V 14.4 A 18.3 A 24.0 A 28.8 A 36.1 A 48.1 A 54.8 A 27.7 A' 31.6 A' n.a. 6W, output current 240 V 12.5 A 15.8 A 20.8 A 25.0 A 31.3 A 41.6 A 47.5 A 24.0 A' 27.4 A' n.a. 277 V 10.8 A 13.7 A 18.1 A 21.7 A 27.1 A 36.1 A 41.2 A n.a n.a. 14.4 A a Number of phases 1 3 r o Admissible conductor size(AC) No.14-4 AWG f a,.7 Max.continuous utility back feed current 0 A Nominal output frequency 60 Hz x e Operating frequency range 59.3-60.5 Hz E a [ tTotal harmonic distortion <3% Power factor 1 (at nominal output power) :d E GENERALxDATA°FroniuslGPlusV 501 43.8-1 - - e �-y _vxt=�- uxr+�#5.0-1 xn I.-�TB.Ot- , 5-i Iw1007vx :�°11.4-1 vm �100-90. 71.4-3I12,03 3 Max.efficiency 96.2% -� xc: + t CEC efficiency 208 V 95.0% 95.0% 95.5 9/1 95.5-A 95.0% 95.0% 95.0% 95.0%" 95.0% n.a. ! `0 -} 240 V 95.5% 95.5% 95.5% 96.0% 95.5% 95.5% 95.5% 96.0%" 96.0% n a E. A 277 V 96.0% 96.0% 96.0% 96.0°.5 96.0% 96.0% 96.0% n.a n.a. 96 0% Consumption in standby(night) <1.5 W 9 °_x.-,_tl J Consumption during operation 8 W 14 W 20 W - am_ 49'Cooling Controlled forced ventilation,variable speed fan fE F Enclosure type NEMA 3R o { _-'Umtdimensions(WxHx D) 17.1 x 26.5 x 9.9 in. 17.1 x 38.1 x 9.9 in. 17.1 x 49.7 x 9.9 in. Power stack weight 31 Ibs.(14 kg) 57 lbs.(26 kg) 84 Ibs.(38 kg) A' f s" Wiring compartment weight 24 His.(11 kg) 24 Ibs.(11 kg) 26 Ibs.(12 kg) '-E 4 Admissible ambient operating temperature -13°F...+131 °F(-25°0...+55°C) ;-U Compliance UL 1741-2010,IEEE 1547-2003,IEEE 1547.1,ANSIAEEE C62.41,FCC Part 15 A&8,NEC Article 690,C22.2 No.107.1-01(Sept.2001), P California Solar Initiative-Program Handbook-Appendix C Inverter Integrals%Meter Performance Specification 3 PROTECTION 1 ED VICES" ,�Fronius IG Plus V 3.0 1 uw s 3.8-1 xm -5.0-7:�.2 6.0-1 uwr• - 7.5.1 ux� 10.0.1 v , .11.4 1 oxi 10 0 3°e11i 11.4.3 _12.0.8 wren°' Ground fault protection Internal GFDI(Ground Fault Detector/Interrupter);in accordance with UL 1741-2010 and NEC Art.690 _ DC reverse polarity protection - Internal diode n Islanding protection Internal;in accordance with UL 1741-2010,IEEE 1547-2003 and NEC 8 e f,, Over temperature Output power derating/active cooling per Phase ,:.. ° ., .. MW '_".'=', ..preliminary #- F A I Aff AT JV z -' Fronius USA LLC = 10421 Citation Drive,Suite 1100 a ° 1 "M < Brighton MI 48116 � .-- E-Mail:pv,us®fronws.com s _ wwwfronius-usa.come j " US SolarWorks,LLC FLEX Attention:Joshua Moniz 303 Lafayette St Salem, MA 01970 January 9,2014 4 - T _ 4 Design Assumptions: Estimate Number 1311142 Project Lafayette St-Salem Size of Project 17.82 kWp with 66 Modules Module SolarWorld SW270 with 270 Wp(65.94 x 39.41 x 1.22 inch,46.7lbs) Orientation&Tilt Angle Portrait at a 10°Tilt Angle Type of Installation Flat Roof Structure Materials Support Structure Aluminum 6063-T6 Fasteners Stainless Steel18-8 Wind Speed 110 mph(3 second gust) Wind Exposure Category B Snow Load 45 psf Occupancy Category II Altitude 24 ft above sea level Roof Type EPDM Building Height 37 ft Distance between Modules 2'11"(Module Front to Module Front is 8'4") Total Dead Load 3.36 psf(excluding ballast) Seismic Zones/Loads up to 0.9 g Connection Safety Factor 2.00 Total Racking Weight 1377lbs Total Module Weight 3083 Ibs Total Ballast Weight 8815 Ibs Total Array Area 1807 sgft Global Loading 7.35 psf Code Compliance 2006 International Building Code(no specific local amendments) S:FLEX Inc. Phone:(303)522-3974 1865 w Union Avenue-Unit R -all calculations to be verified by a local professional engineer- Fax:(720)292-1858 Sheridan,CO 80110 Page 1 of 2 Email:inquiry@sflex.com FLEX Design Assumptions for Estimate# 13 11142-Lafayette St-Salem January 9, 2014 65.94" 10, 64.94" 35.06" 100" max. 15" - ideal 12" max.60" Its- won - - 02 Am x lip, =u S:FUEX Inc. Phone:(303)522-3974 1865 W Union Avenue-Unit R -all calculations to be verified by a local professional engineer- Fax:(720)292-1858 Sheridan,CO 80110 Page 2 of 2 Email:inquiry@sflex.com US SolarWorks, LLC-Lafayette St-Salem with 66 Modules at 17.82 kWp Estimate#: 13 11142 - 1 L`n Wind Pressure Calcaulation p=qh G CN (6-25) p=the net design pressure for the MWFRFSs of monoslope, pitched roofs qh=velocity pressure evaluated at mean roof height, h (see Velocity Pressure equation below) that results in the highest wind loads for any wind direction at the site. G = gust effect factor from Section 6.5.8 Taken for rigid structures as 0.85 CN= net pressure coeffient per Figs. 6-18A through 6-18D. Extrapolated for tilt angle (see below). 6.5.10 Velocity Pressure. Fe 70.00256 K.K,Kd V2 1 (6-15) Constant at sea level=0.00256 Altitude of this location: 24 feet(above sea level) Correction of coefficient to: 0.00255 K,=the velocity pressure exposure coefficient per table 6-3 page 79 up to 15'. For Category B,Case 2 this coefficient is 0.57,for Category B, Case 10.70 and all Category C Cases 0.85. K,for this location 0.74 K:t=the topographic factor,that changes according to hill profiles. For flat ground, K,t= 1.0 Kd =wind directionality. For most structures except chimneys and truss towers, Kd= 0.85 V2=wind speed in mph, squared. Wind speed for this location= 110 Speed2= 12100 1 = importance factor. For ground mounts, I =0.87 except Hurricane-prone regiions,where 1=0.77. For some buildings are 1=1 or 1=1.15 (refer to Table 6-1). Importance Factor for this project= 1.00 qh= 0.00255 K:K,Kd V2 1 = 19.54 psf G =Gust Factor for structure= 0.85 Tilt Angle= 10 Degrees Ibs/Module by Area lxl 2x1 3x1 2x2 3x3 4x4 Sx5 North Corner 350 - 260 171= 171 141' 48T- 51 OKbLeadingEdge ZSO '200 141= 111 ^51 :22East&West Edges . 350 260 171 17i,.m.. "141 1 -__. Si Field 260 200 141 111 51 22 0 O -350 j260 `=200' 1- n.• 51:: South leading Edge is 290 w R ­260 200__ _. _ 41 111 8L 51 S:FLEX Inc. Phone:(303)522-3974 1865 W Union Avenue-Unit R -all calculations to be verified by a local professional engineer- Fax:(720)292-1858 Sheridan,CO 80110 Page 1 of 1 Email:inquiry@sflex.com US SolarWorks,LLC-Lafayette St-Salem with 66 Modules at 17.82 kWp FLEX Estimate#:13 11142 m NC NC 3x3 3x3 tNCI eN N 1NC NC 444x4x3x 3= 4x4z B NCeIma [441 �4NC I NC g.-- .0 3x3= 4x4 -4x4 X3 3x3HOEM sc =s1 s x x x4 x xi �1 x3 3 x MEM 012sm S:F1EX Inc. Phone:(720)292-3974 1858 1865WUnion Avenue-UnitR -all calculations to be verified bydlocal professional engineer- Fax:17 201 292-185 8 Sheridan,CO 80110 Page 1 of 1 Email:inquiry@sfleX.com US SolarWorks,LLC-Lafayette St-Salem with 66 Modules at 17.82 kWp Estimate#:13 11142 - @)FLEX y1411 141 i 1141141 141 '141 141 81 lowTt ' 141= 141- 141 141' � 141 $ie 81 81 81 "141 ,141",- 141 -1141� s141 j141 1141 =141 141 ,—41n 81 8 1, 1141 _ a 141- W141 `141 141• 171 141, ,171 a171= 143PR 81= 81j ELM=I : 200 141 s141' 141` 141 171 141 3171's kl?iT' 1i4# g141, =_ - 29- _ 1 br SREX Inc. Phone:(303)522-3974 1865 W Union Avenue-Unit 8 -all calculations to be verified by a local professional engineer- Fax:(720)292-1858 Sheridan,C080110 Page 1 of 1 Email:inquiry@sflex.com O�LEX MF -JU - U WE -21 L-J Photovoltaic Mounting Systems Aw� Ell H Ex " Data Sheet LEICHTmountTM FLAT ROOF SYSTEM lightweight & non-penetrating 1, I i l i yyi x 4 Iliil'i � �I� Revolutionary Solution: Easy to Install: LEICHTmountTM, (German for 'lightweight" and "easy" Customized and pre-assembled for each project with low parts mounting system), was engineered to meet the custom count and universal components, guarantees a simple, time- needs of the most challenging Flat roof photovoltaic solar saving installation. projects requiring a safe, lightweight, flexible racking solution which provides a fast and easy installation. ! Ultimate Flexibility: With its patented technology, LEICHTmountTM provides Unlimited options for variable row spacing and tilt angles absolute stability by using precisely calculated, strong, even- between 00 and 350 and its adjustable capabilities on site, add weight distribution. Whether as a low ballasted, non- to the Flexibility for each installation. Even unforeseen changes penetrating system, as an anchored system with few or obstructions on the roof can be easily accommodated. strategic mounting points or as a combination of both, LEICHTmountTM can accommodate it. Maximum Security LEICHTmountTM was developed by a network of experienced . I RWDI wind tunnel tested and approved, it meets all wind and engineers from Germany, the USA and NABCEP-certified PV snow load requirements even in earthquake and hurricane installers in North America. prone regions and is compliant with all current codes and standards. Lightweight with Optional Penetration: The material-optimized and Flexible design made of aluminum Lifetime Longevity: and stainless steel allows for a low ballast and/or minimal High corrosion resistance ensures a maximum service life and strategically placed attachments where required, all components are recyclable. ©S:FLEX 06/2013/design and engineering is subject to change Photovoltaic Mounting Systems LEICHTmountTm FLAT ROOF SYSTEM lightweight & non-penetrating Data Sheet The S:FLEX LEICHTmount'M Advantages: consists of the following parts: • Lightweight, low-ballast • Quick and easy install W • Fewer components • Customized for every project • Optional attachments where required Adjustable • Optimal bit angle from 00 to 350 End-Clamp Adjustable Mid-Clamp Cross Adapter • Suitable for almost all Flat roof structures and surfaces '. T-Bolt Assembly • Effective use of roof areas due to Flexible row spacing • Portrait or Landscape capabilities • Meets all wind and snow load requirements ' • Suitable for all 60 cell and 72 cell as well as frameless modules • Module warranties maintained TOP Rail Splice Environmentally friendly due to the use of recyclable materials Grounding Clip j Grounding Lug ` (opdonal) Installation Steps: Base Rail Placement Pre-Assembled _ - Tilt Leg " '�- PV array is measured&marked • Safety membranes are placed Ballast Block • Base rails are lined u and CIiP or Wire P joined with splices M Bolt Assembly Tilt Leg and Top Rail Attachment = _- (Pre-Assembled) Distances between rows are Ballast Block 0 measured and tilt legs attached (locally procured) to the base rails — • Top rails are then attached with - - • - patented click-technology i j Ballast Placement - - Safety IZ Rail ballast plan -- Ballast is placed based on provided Membrane Anchors are added to offset seismic forces or to reduce ballast if required LEICHTmount•"' Example: _ Module Installation 65.67"10° - Modules are placed onto the -- top rails according ci the module ` ,. � � ,: —�'v"^ � N � manufacturer's spedfications Module clamps are installed and cables are placed and secured S:FLEX Inc. 1865 W. Union Avenue - Unit R Sheridan, CO 80110 Phone: (303) 522-3974 Fax: (720) 292-1858 inquiry@sflex.com www.sflex.com ©S:FLEX 06/2013/design and engineering is subject to change a Ru rdU 1P/ s sw 27o mono TUV Power controlled: { ry.ovnh. l..a 3 Lowest measuring tolerance in industry i 00000% Every component is tested to meet 3 times EC requirements J j r Designed to withstand heavy accumulations of snow and ice , FURSunmodule Plus: Positive performance tolerance "KOKO/ — - ��-,. 25-yearlinear performance warranty and 10-year product warranty "'-- J World-class quality Fully-automated production lines and seamless monitoring of the process and material v ';;","„ "„ ensure the quality that the company sets as its benchmark for its sites worldwide. SolarWorld Plus-SortingMRs SA® Plus-Sorting guarantees highest system efficiency.SolarWorld only delivers modules that c us have greater than or equal to the nameplate rated power. ' `�" �a°� � UL 1703 25 years linear performance guarantee and extension of product warranty to 10 years C rrr SolarWorld guarantees a maximum performance degressionof0.7%p.a.in the course of ` 25years,a significant added value compared to thetwo-phase warranties common in the industry.In addition,SolarWorld is offering a product warranty,which has been extended to 10 years." w w.solaancrld.co / rrat applicable SolarWorld limited Warranty at purchase. wwwsolarworld.com/warranty SOLARWORLD MADE IN USA solarworld.com We turn sunlight into power. Sunmodule%Plus SW 270 mono PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT 800 W/m',NOCT,AM 1.5 Maximumpower P 270 Wp Maximum power P 201.3 Wp Open circuit voltage V., 39.2 V Open circuit voltage V. 35.9 V Maximum powerpoint voltage V 30.9V Maximum powerpoint voltage V 28.3V Short circuit current Im 9.44A Short circuit current Im 7.63A Maximum powerpoint current 8.81A Maximum powerpoint current r T12A 'STG.1000 W/mr,25'C,AM 15 Minor reduction in efficiency under partial load conditions at 15'C at 200 W/mz,100% 1)Measuring tolerance(P„)traceable to Thy Rheinland:+/-2%(TUV Power Controlled). (H-2%)ofthe STC efficiency(1000 W/mr)is achieved. THERMAL CHARACTERISTICS COMPONENT MATERIALS — - — Cellspermodule 60 NOCT 46`C Cell type Mono crystalline TCI 0.004%/K Celldimensions 614 in x614 in(156 mm x 156 mm) TIC wo -0,30%/K Front Tempered glass(EN 12150) TCP -0.45%/K Frame Clear anodized aluminum Operating temperature -40'C to 85°C Weight 46.7 lbs(212 kg) SYSTEM INTEGRATION PARAMETERS is 1000 W/m' Maximum system voltage SC It 1000 V Soo W/m' Max.system voltage USA NEC 600 V Maximum reverse current 16 A —600 W/ms Number of bypass diodes 3 UL Design Loads' Two rail system 113 psf downward 64 psf upward 400 W/mr 170 psf downward UL Design loads' Three rail system 64 psf upward F 200W/mi _ IECDesign Loads' Two rail system 113 psf downward 100 W/m' 50 psf upward 'Please refer to the Sunmodule installation instructions for the details associated with these load cases. ModulewRapM V. ADDITIONAL DATA lx4 37a4(951) Powersorting' -0Wp/+5 Wp /-Box IP65 Connector MCA I133(288) Module efficiency 16.10 Fire rating(UL 790) Class C 0.6 15.3 41,30(1050) VERSION 2.5 FRAME • Compatible with both"Top-Down' version and"Bottom"mounting methods 25frame 65.94(1675) bottom 4r Grounding Locations: mounting -4 corners of the frame holes D -4 locations alongthe length of the module in the extended Target 1.34 3a • • —i xa NEri Independently created PAN files now available. I �4,20(107) Askyour account managerfor more information 1,22(31) F 39.41(1001) All units provided are imperial,51 units provided in parentheses. SolarWorld An reserves the right to make specification changes without notice. S W-o1-6004US 08-2013 SOLARWORLD We tum wnli6ht hno power. 4650 Adohr Lane Camarillo,CA 93012 Tel:18051482-6800 Fax:(8051389.6395 Certificate of Compliance Recovery Act, Sec. 105 `Buy American" SolarWorld Photovoltaic Modules Sunmodule SW175—SW275 February 20, 2013 This certification applies to SolarWorld Sunmodules, SW 1 7 5/2 1 0/21 5/220/225/2 3 0/235/240/245/2 5 012 5 5/2 6 0/2 6 5/270/2 7 5, Mono Silver, Mono Black, or Poly Silver that have been manufactured in the United States. The modules are produced at our US manufacturing facility located in Hillsboro, OR. It is hereby certified that the referenced modules: 1. Qualify as photovoltaic devices which use solar energy to generate electricity and qualify as solar electric property. 2. Meet or exceed the Federal Trade Commission (FTC)requirements to apply the "Made in USA" label to all advertising materials. 3. Meet or exceed the provisions of the Buy American Act. 4. Meet or exceed the provisions of the American Recovery and Reinvestment Act 5. Have been manufactured in a SolarWorld ISO 9001:2008 certified factory. 6. Meet or exceed the UL 1703 requirements and are listed with third parry testing agencies(Underwriters Laboratories and/or Intertek Testing Services). 7. Have been certified to the"Crystalline silicon terrestrial photovoltaic (PV)modules- Design qualification and type approval", IEC 61215 2005-04. 8. SolarWorld will accept these modules for recycling at their end of life. Under penalties of perjury, I declare that I have examined this certification statement, and to the . best of my knowledge and belief, the facts presented are true, correct and complete. Regards, Kevin Kilkeily President SolarWorld Americas, LLC. I