The URL can be used to link to this page

36-265 (2) 211 MAPLE RIDGE RD BP-2016-1271 GIS#: COMMONWEALTH OF MASSACHUSETTS MapBlock: 36-265 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Cate o : SOLAR PANELS BUILDING PERMIT Permit# BP-2016-1271 Project# JS-2016-002182 Est. Cost: $34000.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: PIONEER VALLEY PHOTOVOLTAICS 106329 Lot Size(sa.ft.): 151588.80 Owner: FIENGOLD BARRY&MARCIE S YOSS Zoning: Applicant: PIONEER, VALLEY PHOTOVOLTAICS AT. 211 MAPLE RIQGE RD Applicant Address: Phone: Insurance: 311 WELLS ST SUITE B (413) 772-8788 Workers Compensation GREENFIELDMA01301 ISSUED ON:5/3/2016 0:00:00 TO PERFORM THE FOLLOWING WORK.-'INSTALL ROOF MOUNTED SOLAR ARRAY POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter; Footings: Rough: Rough: House,# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy gignature• FeeType• Date Paid: Amount:. Building 5/3/2016 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2016-1271 APPLICANT/CONTACT PERSON PIONEER VALLEY PHOTOVOLTAICS ADDRESS/PHONE 311 WELLS ST-SUITE B GREENFIELD01301 (413)772-8788 PROPERTY LOCATION 211 MAPLE RIDGE RD MAP 36 PARCEL 265 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATIOh1 CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: INSTALL ROOF MOUNTED SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 106329 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management De it' D_ lay Sign f Buil mg Kfficial Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the Strict standards of MGL 40A. Contact Office of Planning&Development for more information. �..,.1 Department use only -70ty of Northampton Status of Permit: LtPRr �uil ing Department Curb Cut/Driveway Permit ��13 1 2 2 Main Street Sewer/SeptcAvailability Room 100 Water/WellAvailability, v f rth mpton, MA 01060 Two Sets of Structural Plans phone - 7-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: � This section to be completed by office Map Lot Unit 211 Maple Ridge Road, Florence MA 01062 Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Fiengold Barry&Marcie S Yoss. 211 Maple Ridge Road,Florence MA 01062 Name(Print) Current Mailing Address: 413.586 7343 See attachment (A) Telephone Signature 2.2 Authorized Agent: Pioneer Valley PhotoVoltaics Cooperative,LLC 311 Wells Street,Suite B,Greenfield,MA,01301 Name(Print) Current Mailing Address: 413-772-8788 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building $34,000 (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4 +5) $34,0010 1 Check Number 47 0 1g This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg.Square Footage % Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO Q DON'T KNOW (F) YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO Q DON'T KNOW YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO (F) DON'T KNOW Q YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Q Obtained 0 Date Issued: C. Do any signs exist on the property? YES 0 NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO Q IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES 0 NO Q IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all anpl�cable) New House ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing Or Doors Accessory Bldg. ❑ Demolition ❑ New Signs [A] Decks [Ca Siding[0] Other[17] Brief Description of Proposed Work: Instal lalion of roof mounted photo-voltaic mounting system for solar panels on south side of house roof. Alteration of existing bedroom Yes X No Adding new bedroom Yes X No Attached Narrative Renovating unfinished basement Yes x No Plans Attached Roll -Sheet 6a. If New house and or addition to existing housing, iomplete the following a. Use of building :One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED EN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PE�MIT Barry Feingold as Owner of the subject property hereby authorize Philippe Rigollaud to act on my behalf,in all matters relative to work authorized by this building permit application. See attachment (A) Signature of Owner Date Philippe Rigollaud as Gwfle#Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. PHILIPPE RIGOLLAUD Print Name 04/25/2016 Signature of e t Date SECTION 8-CONSTRUCTION SERVICES 7 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Maya Fulford CS-106329 License Number 159 Clark Drive, Giulford VT, 05301 03/14/2018 Address „2, - ;, Expiration Date 413-772-8788 Signature Telephone 9.Registered Home Improvement Contractor: Not Applicable ❑ Pioneer Vallev Photovoltaics Cooperative, LLC 140077 Company Name Registration Number 311 Wells Street Suite B Greenfield MA 01301 09/16/2017 Address Expiration Date Telephone 413-772-8788 SECTION 10-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....... 0 No...... ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature The Commonwealth of Massachusetts Department of Industrial Accidents I Congress Street, Suite 100 Boston, Mt 02114-2017 www.mal5sgov/dia Workers'Compensation Insurance Affidavitt Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name(Business/Organization/Individual):PIONEER VALLEY PHOTOVOLTAICS Address:311 WELLS STREET, SUITE B City/State/Zip:GREENFIELD, MA 01301 Phone#:413.772.8788 Are you an employer?Check the appropriate box: Type of project(required): 1.O I am a employer with 35 employees(full and/or part-time).* 7. E]New construction 2.D I am a sole proprietor or partnership and have no employees working for me in $, Remodeling any capacity.[No workers'comp.insurance required.] J-11 am a homeowner doing all work myself. 9. El Demolition[No workers'comp.insurance required.]t 10 Q Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work oti'my property. 1 will ensure that all contractors either have workers'compensation insurance or are sole 1 L M Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.❑1 am a general contractor and 1 have hired the sub-contractors listed on the attached sheet. 13.❑Roof repairs These sub-contractors have employees and have workers'comp.insuranjce. 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.ED Other SOLAR PV 152,§1(4),and we have no employees.[No workers'comp.insurance rgquired.] *Any applicant that checks box#I must also fill out the section below showing[heir 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 risme 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: A.I.M. Mutual Policy#or Self-ins. Lic.#: XWS 57072282 Expiration Date:01/01/2017 Job Site Address: 211 Maple Ridge Road City/State/Zip: Florence , MA 01062 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the fmrm of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwaij led to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and enaldes of perjury that the information provided above is true and correct. Si nature: Date: 04/25/2016 Phone#:413.772.8788 Official use only. Do not write in this area,to be completedby city or town official City or Town: POrmit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Klerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: AC"R"® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYI� `� 1 12/30/2015 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 Linda Powers NAME: Webber & Grinnell PHONE E,, (413)586-0111 aC No:(413)586-6481 8 North King Street ADDRESS:lpowers@webberandgrinnell.com INSURER(S)AFFORDING COVERAGE NAIC# Northampton MA 01060 INSURER A:Peerles a/Liberty INSURED INSURER B:Excelsior/Liberty 11045 Pioneer Valley PhotoVoltaics Cooperative, Inc. INSURERC:Peerless Indemnit /Libert 18333 Attn: Kim Pinkham INSURER D.-Liberty Mutual Insurance 24198 311 Wells Street, Suite B INSURER E A.I.M. Mutual Greenfield MA 01301 INSURER F: COVERAGES CERTIFICATE NUMBER3Kaster Exp 1-1-2017 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MPMIDI Y EFF MMIIDPOLICY EXP LIMITS LTR X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED A CLAIMS-MADE ❑X OCCUR -PREMISES Ea occurrence) ccurrence $ 100,000 CBP8378623 1/1/2016 1/1/2017 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑ PRO ❑LOC PRODUCTS-COMP/OP AGG $ 2,000,000 JECT _ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident 73 ANY AUTO BODILY INJURY(Per person) $ ALL OWNEDX SCHEDULED BA8372626 1/1/2016 1/1/2017 BODILY INJURY(Per accident) $ AUTOS AUTOS NON OWNED PROPERTY DAMAGE X HIRED AUTOS X AUTOS Per accident $ Underinsured motorist BI split $ 100,000 X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 3,000,000 C EXCESS LIAB CLAIMS-MADE AGGREGATE $ 2,000,000 DED X RETENTION$ 10,000 CUB377126 1/1/2016 1/1/2017 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVEN ❑ IA E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? D (Mandatory in NH) XWS57072282 1/1/2016 1/1/2017 E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under XWS57072282-CT DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 11000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached ff more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE For Information Purposes Only THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Linda Powers/LMP ��4�._ ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025 1901401/ (PV)2 o— oed FEINGOLd- Florence Pioneer VPhotoVoit grker o t .. — _ PV Roof Array Owner: Barry Feingold Address: 211 Maple Ridge Road Florence, MA 01062 Phone: (413) 586 7343 e-mail: bsfeingold@gmail.com System Size :7.245 kW DC PV Array: (21)SPR X21-335 as 3 rows of 7 mods in portrait on residence south roof. Mounting: Solarmount railing on L- feet on Quickfoot bases. Roof Structure: Engineered trusses 24" O.0, 31' roof pitch. See PE Letter. Roofing Material: Standard asphalt shingles, { d M s ;, i i EL-I StrU tural Ccjnsultinvo m April 2, 2016 To: PV Squared 311 Wells Street Suite B Greenfield, MA 01301 Subject: Structural Certification for Installation of Solar Panels Feingold Residence 211 Maple Ridge Road Florence, MA.01062 To Whom It May Concern, A design check for the subject residence was done on the existing roofing and framing systems for the installation of solar panels over the roof. From a field inspection of the property,the existing roof support structures were observed by the client's auditors as follows: The roof structure of(MPI)consists of composition shingle on roof plywood that is supported by modified queen trusses that are spaced at @ 24"o.c..The trusses have a max projected horizontal span of approximately 28'-0"between exterior load bearing walls,and a slope of 31 degrees.The top chords are 2x4 sections,the bottom chords are 2x4 sections and the web members are 2x4 sections.The truss members are connected by steel gusset plates.The max unsupported projected horizontal top chord span is approximately 5'-6". The existing roof framing system of(MP1)is judged to be adequate to withstand the loading imposed by the installation of the solar panels.No reinforcement is necessary. The spacing of the solar standoffs should be kept at 48"o.c.with a staggered pattern to ensure proper distribution of loads. I further certify that all applicable loads required by the codes and design criteria listed below were applied to the Unirac Solarmount solar rail system and analyzed.Furthermore,the installation crews have been thoroughly trained to install the solar panels based on the specific roof installation instructions developed by Unirac Solarmount for the racking system and Quickfoot for the roof connections. Finally,I accept the certifications indicated by the solar panel manufacturer for the ability of the panels to withstand high wind and snow loads. Design Criteria: • Applicable Codes=Massachusetts Residential Code,8th Edition,ASCE 7-05,and 2005 NDS • Roof Dead Load=7 psf(MP1) • Roof Live Load=20 psf • Wind Speed=90 mph, Exposure C • Ground Snow Load=40 psf - Roof Snow Load=28 psf Please contact me with any further questions or concerns regarding this project. Sincerely, lam+ V ELAINE o HUANG � " GIME Elaine Huang, P.E. Ni a«�s2s f Project Engineer `L' FFG v�,J ,S1 NAL Feingold Residence, Florence 1 E4H Structural Consulting Gravity Loadina Roof Snow Load Calculations pg=Ground Snow Load= 40 psf pf=0.7 Ce Ct I pg (ASCE7-Eq 7-1) C,,=Exposure Factor= 1 (ASCE7-Table 7-2) Ct=Thermal Factor= 1 (ASCE7-Table 7-3) 1=Importance Factor pf=Flat Roof Snow Load 28.0 psf ps=CSpf (ASCE7-Eq 7-2) Cs=Slope Factor p.=Sloped Roof Snow Load F 28.0 psf PV Dead Load=4 psf(Per SotFlalr Energy,Inc.) Roof Dead Load(MID11) Composition Shingle 4.00 Roof Plywood 2.00 2x4 Top Chords @ 24"o.c. 0.73 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.27 Total Roof DL(MPI) j 7.0 psf DL Adjusted to 31 Degree Slope 8.2 psf Feingold Residence, Florence 2 / EA+ Structuna{ Consullumg � cA" ��"�r.�� Wind Calulations Per ASCE 7-05 Components and Cladding Input Variables Wind Speed 90 mph Exposure Category C Roof Shope Gable/Hip Roof Slope 31 degrees Mean Roof Height 20 ft Building Least Width 40 ft Effective Wind Area 17.5 ft Design Wind P ,wCalculations qh=O.00258^Kz^Kd^Kd^V^2^| (Eq_046) Kz(Exposure Coefficient)= 0.9 (Table 6-3) Kd(topographic factor)= 1 (Fig.6-4) Kd(Wind Directionality Factor)= 0.86 (Table 6-4) V(Design Wind Speed)= 90mph |Importance Factor= 1 (Table 6-1) qh= 15.88 Standoff Uplift Calculations Zone 1 Zone 2 Zone 3 Positive GCp= -0.90 410 410 0.85 (Fig.6-11) Uplift Pressure= '14.28psf '17.4Spsf '17.45psf 13.6psf XStandoff Spacing= 4.00 4.00 4,00 YStandoff Spacing= 2J5 2.75 2J5 Tributary Area= 11.00 11.00 11.00 Footing Uplift= 457|b -192 lb '192|b Standoff Uplift Check Maximum Design Uplift= -192 lb Standoff Uplift Capacity = 400 lb 4OO|bcapacity> 182|bdemand Therefore, OK CapacityFastener Number ofFasteners= i Embedment Depth= 2.5 Pullout Capacity Per Inch= 25O|b Fastener Capacity= 625|b v/F.S.of1.6= 417|b 417lbcapacity»i92|bdemand Therefore,OK FmingoldResidence, Florence 3 � � E,�%,+ StructuralConsulting sA+, cca=,�". ~w� _ Framing Check (�U��x � �" . " � w=80 plf Dead Load 82 psf PV Load 4.0psf Snow Load 28.0 psf Governing Load Combo=DL+SL | ~ Member Span=5''6^ i Total Load 40.2 psf � Membeo Properties OA Member Size S(in A 3) 1(i ' 4) Lumber Sp/Gr Member Spacing Check Be�ding Stress ,--Table —.` 875 x 115 x 1.5 x 115 Allowed Bending Stress=1736Jpsi i Maximum Moment = (wL^2)/8 = 303.769 8# ! = 38461 in# � Actual Bending Stress=(Maximum Moment)/S | 1190.3 psi | � Check 2eflection Allowed Deflection(Total Load) L/180 � (E 1400000 psi Per NDS) 0.366 in |�w��^AuU d- 68�Y Q0uasmd - Thm��,OK Deflection Criteria Based on ContinuousSpan Actual Deflection(Total Load) = (w*L A4)/(185°E°0 0.092 in = U718 | > U180 TherefomOK Allowed Deflection(Live Load) U240 ! 0.275 in Actual Deflection(Live Load) = /(18S°E^|) 0.064 In U103%i » L240 There{onmOM Chect Shear Member Area= 5.3 in A 2 Fv(psi) 135 psi (NDS Table 4A) Allowed Shear = Fv A 709 lb MaxShear(V)=w*L/2 221 lb Allowed>Actual -3i,2�|Stmmsed - Themfom,OK | | | | / FenQoldResidence, Florence 4 NOTES: 7. CENTERLINE OF CLIPS MUST BE BETWEEN 2"AND 16" BILL OF MATERIALS 1. MAXIMUM RAIL SPAN IS 56". FROM THE END OF THE MODULE FRAME. PART: MAKE&MODEL: NO 2. MAXIMUM RAIL CANTILEVER IS 16" 8. ROOF MATERIAL IS ASPHALT. RAIL UNIRACSOLARMOUNT 12 3. BASES ARE SPACED EVERY 48" UNLESS OTHERWISE 9. ARRAY CENTERED IN ROOF PLANE BASES ECOFASTEN QUIKFOOT 42 NOTED. SPLICES UNIRAC SOLARVOUNT 6 4. SPLICES CANNOT BE WITHIN 1"OFA BASE. �� S_'/ /�� MoouLFs suNPowERSPR-xzl-ass (*> 21 5. MIDCLAMPS CANNOT BE WITHIN 1"OF A SPLICE, 6. 2ND&3RD ROWS MIRROR SPLICE&RAIL LAYOUT OF 1ST �/� N ROW. r360" (ROOF) 35" 2893 4" 35" y (ARRAY) (ARRAY) (ARRAY) 150" 1423 4" 33 4" 1514" (RAIL) (RAIL) (ARRAY) 4114" __..__ _._.__„------------- 2014" ---2014" 18412" 192" 4114" (ARRAY) (ROOF) 2014" 38" r., - -_ _ - 1512" trusses spaced 33 4 at 24"O.C. (ARRAY) 2 PV SQUARED SOLAR JOB: FEINGOLD TITLE: ARRAY LAYOUT R BY: DATE: SHEET:""' (PV #11 DG 4/25/2016 311 WELLS STREET,SUITE B NO: 11280 DATE: 04-08-2016 (*)Module type GREENFIELD,MA 01301 SITE: 211 MAPLE RIDGE RD DRAWN BY: JOHN GPIESE ,, -ee.v,nev Phatovo,=.b 41 s-772-8788 FLORENCE MA 01062 DRAWING SCALE: 1/4'=V-0" r DESIGN@PVSQUARED.000P ORIGINAL SIZE: ANSI A-8.5'x 11" SOLAR PANILS Rk, wiiii�l UNMATCHED PERFORMANCE, RELIABILITY & AESTHETICS X SERIES • 21.5%efficiency Ideal for roofs where space is at a premium or where future expansion might be needed. SIGNATURE T1,1 BLACK X21 -345 PANEL • Maximum performance X21 -335 PANEL Designed to deliver the most energy in HIGHEST EFFICIENCY° demanding real world conditions, in partial shade and hot rooftop temperatures.' 2.3 Generate more energy per square foot • Premium aesthetics X-Series residential panels convert more sunlight to electricity producing 44% SunPower®Signature" Black X-Series panels more power per panel,'and 75% more energy per square foot over 25 blend harmoniously into your roof. The most years.3 4 elegant choice for your home. HIGHEST ENERGY PRODUCTION ' Produce more energy per rated watt High yeat one performance delivers 8-10% more energy per rated waf.3 This advahtage increases over time, producing 21% more energy over the first 25 years to meet your needs.4 More Enern�y J " P-i Rated Wutr Maxeon®Solar Cells:Fundamentally better, o RAY tQr y rsr 3 Engineered for performance,designed for durability. 00" o r �d 3b'--,more, 8,,; n, year 25 Engineered for peace of mind Designed to deliver consistent, trouble-free W 0'"o energy over a very long lifetime.4,5 6(';"- C'4 so;, 5 ?0 Designed for durability Years 75 20 25 The SunPower Maxeon Solar Cell is the only cell built on a solid copper foundation. Virtually o 0� ?� M 7intairs ri:gtpito-a�� Impervious to the corrosion and cracking that B - power at High Temp; degrade Conventional Panels 4.5 oNo L;ai,r rouced o _ �m:W, ,)! Same excellent durability as E-Series panels. n Dec� x , #1 Ranked in Fraunhofer durability test.10 Q "igl'Avel,,e Watts -4 Better Low L� F and 100% power maintained in Atlas 25+ ° g C Spec;ralResponse comprehensive PVDI Durability test. w 2;, High-Performance o Anti-Reflective Glass r 0 sunpowercorp.com I SUNPOWER OFFERS THE BEST COMBINED POWER AND PRODUCT WARRANTY POWER WARRANTY PRODUCT WARRANTY F Y�:Ja 'fir" -fiY .sox • • �'>:�'i� t s ��ra's• e oti 5 10 15 25 0 10 15 20 25 Years Years More guaranteed power:95%for first 5 years,-0.4%/yr.to year 25.$ Combined Power and Product Defect 25 year coverage that includes panel replacement costs. ELECTRICAL DATA OPERATING CONDITION AND MECHANICAL DATA X21-335-BLK X21-345 Temperature —40°F to+185°F (—40°C to+85°C) Nominal Power 12(Pnom) 335 W 345 W Wind:50 psf, 2400 Pa, 245 kg/M2 front 8r back Max load Power Tolerance +5/-0% +5/-0% Snow: 1 12 psf,5400 Pa,550kg/m2 front Avg. Panel Efficiency 13 21.1% 21.5% Impact 1 inch (25 mm)diameter hail at 52 mph (23 m/s) resistance Rated Voltage (Vmpp) 57.3 V 57.3 V Appearance Class A+ Rated Current(Impp) 5.85 A 6.02 A Solar Cells 96 Monocrystalline Maxeon Gen III Cells Open-Circuit Voltage (Voc) 67.9 V 68.2 V Tempered Glass High Transmission Tempered Anti-Reflective Short-Circuit Current(Isc) 6.23 A 6.39 A Junction Box IP-65 Rated Maximum System Voltage 600 V UL; 1000 V IEC Connectors MCA Compatible Maximum Series Fuse 20 A Frame Class 1 black anodized, highest AAMA Rating Power Temp Coef. (Pmpp) —0.30%/°C Weight 41 lbs(18.6 kg) Voltage Temp Coef. (Voc) —167.4 mV/°C Current Temp Coef. (Isc) 3.5 mA/°C TESTS AND CERTIFICATIONS Standard tests UL 1703, IEC 61215, IEC 61730 REFERENCES: 1 All comparisons are SPR-X21-345 vs.a representafive conventional panel:240W, Qualify tests ISO 9001:2008, ISO 14001:2004 approx.1.6 m2,15%efficiency. EHS Compliance ROHS,OHSAS 18001:2007,lead-free 2 PVEvolution Labs"SunPower Shading Study,"Feb 2013. Ammonia test IEC 62716 3 Typically 8-10%more energy per watt,BEW/DNV Engineering"SunPower Yield Report," Jan 2013,with CFV Solar Test Lab Report#12063,Jan 2013 temp.coef.calculation. Salt Spray test IEC 61701 (passed maximum severity) 4 SunPower 0.25%/yr degradation vs.1.0°/a/yr cony.panel.Campeau,Z.et al."SunPower PID test Potential Induced Degradation free: 1 OOOV 10 Module Degradation Rate,"SunPower white paper,Feb 2013;Jordan,Dirk"SunPower Available listings CEC, UL,TUV,MCS Test Report,"NREL,Oct 2012. 5"SunPower Module 40-Year Useful Life"SunPower white paper,Feb 2013.Useful life is 99 out of 100 panels operating at more than 70%of rated power. 6 Higher than E Series which is highest of all 2600 panels listed in Photon Infl,Feb 2012. 7 1%more energy than E-Series panels,8%more energy than the average of the top 10 panel companies tested in 2012(151 panels,102 companies),Photon InfI,Mar 2013. 8 Compared with the top 15 manufacturers.SunPower Warranty Review,Feb 2013. 1046mm 9 Some exclusions apply.See warranty for details. ' [41,2411 10 X-Series same as E-Series,5 of top 8 panel manufacturers were tested by Fraunhofer ISE,"PV Module Durability Initiative Public Report,"Feb 2013. 11 Compared with the non-stress-tested control panel.X-Series some as E-Series,tested in Atlas 25+Durability test report,Feb 2013. E i 12 Standard Test Conditions(1000 W/ml irradiance,AM 1.5,25°C). �` Y1i11 13 Based on average of measured power values during production. (1'P 1 It11 _ • 161.41 rrt [t�1.4ir11 See httr)://www.sunr)owercorp.com/fads for more reference information. For further details,see extended datasheet:www.sunDowercorD.com/datosheets Read safety and installation instructions before using this product. 4,April 2013 SunPower Corporation.All rights reserved.SUNPOWER,the SUNPOWER logo,MAXEON,MORE ENERGY.FOR LIFE.,and SIGNATURE are trademarks or registered trademorks of SunPower su n powercorp.com Corporation.Specifications included in this dotasheet are subject to change without notice. Document#504828 Rev A/LTR EN SO LARMOUNTO PV's most versatile mounting system r X � fO `AMORM ! ! ! SolarMount is the most versatile PV mounting rail system on the market today. We've engineered installer-friendly components for maximum flexibility, allowing you to solve virtually any PV mounting challeng . The universal SolarMount rail system has three options w ich can be assembled into a wide variety of PV mounting structures to accomm¢date anyjob site. I Unirac provides a technical support system complete withinstallation and code compliance documentation, an on-line estimator and design assistance to help you solve the toughest challenges. I �S woman N I RAC Bright Th;nkingmsola3 Visit us online at www.unirac.com SOLARMOUNT° RAIL OPTIONS ATTACHMENT OPTIONS KEY BENEFITS PV's most versatile mounting system Flexible Components Speed Installation of SolarMount"Rail SolarMount°HD Standoffs Maximum flexibility HD(heavy dory)rail adds the sularMount advantage to PVP I,Tops',U-LAs(see se orate data sheets), Use standoffs whenever Flashed installations and custon.applications that require long spans. • are required,on the roofs,for example.Two- Flush,high-profile or piece aluminum standoff allow prense place- low-profile configurations ment of t l a flashing over a secured base prior to the Roof or ground mount ( installation of the standoff itself. � mPitched or flat roof All standoff types come in tour standard z - heights g 3,4,6,and 7lnches.Appropriate flashings are available- Ease of installation Installer-friendly components ' q I Serrated L-feet Standard to Hiroccad i u t i t II ons or, Minimized penetration with .,,,' residential and:;omme I'd rooftop. use feet + longer attachment spans than .a R- alone above asphalt compu,,tio,.shingles or in coni-oct,on with flat top standoffs.Mount competitive products ,T standard or light rails-Configure to either of ,z two all heights,one promoting air flow for Designed with customer Input cooling.the other offering dose-to-the-roof aesthete Grounding and wire -:� management options Strut-in-Tube Style Legs Complete technical support Quickly sett he precise tilt angle�equired-Styles are available for high profile(s or:.legs per Installation and code rail) ail and low refile installations.r ) p compliance documentation cach renes offers three leg lengths so that you a can adjust to exactly the tilt angle you want— Online estimator up to a craximum of Go degrees—without - cutting and drilling at the Job site. Person-to-person customer service Standard SolarMount° Standard rail glues yon,ultimate d-ihiliiy,including Fast�Oot�" bottom mo:antng and tilt-up options = -r ei Core component for Univac u MODULE MOUNTING "r mounting solutions Assembly Sequence Is Your Choice 'v Three rail options to 0 accommodate any}ob site Top Mounting Clamps Bottom Mounting Clips Incorporated into other � Ideal for rush mown.appl(ca- - Use bottom Tile Hook mounting clips - major product lines tions,such as residential sidentlal rooftops, !standard and HD rail only) 's.., Made from cast aluminum,the the hook whe e it nstarlli fG'omonutiesd top mounttin podullemworitpngt' y a tile}roofs,Allerequiredl laog ho lts and I a a er to at achment provides SclarMount cire '! g ra usin^ • Spanish g-nod"I", g Holes. yim I h hc.LIM into its rail hardware clamps cu rely grip any point of P t the m dul-(ran feeing you ;et ore for data fm ten mounting bolt for are! or m included. mad loadRefer to the ties hook engineering $or t r co tst amts of rnodule . 5 - ion Adp st the capabilities. �� nouns f,ales- clip m a.ywhe �lomg �� thi,- Il,lot. 1 t qzM�• �- r�lght rh j. g -1n Oar Cor"ponent 606, Sola and Spent ficatio • Sol �o�-�'TS ns armo,,rt ballast 3-7- 'T5 al bode Corn """ pli Solarmotrnt>>railn�' n extrusion The Solar ant A4Q+jotin 3 Call iVl0(int® rift legs 6 clips and clamps Unira� systern and t-f to yo#rr ford orurnent Is PE Certi fled. eet building ation a b1e rw°"prece standoffs g Code ppiiCa Severe Co Wairan ndi t zin�._Plated tion 4 (ver sola*ou y g ne'piece Welded steel severe) Prod r dprct�,a ratIs Cp�ered bya Zo_ standoffs$stainless steel runty_ y and a year 1i dor rQm nrited •caste 'year limited nArs Mete knish S0larA40 � .Warranties 414 Our Web$te` Installation maW�.ra1{ d any fromU/V/ C 61-i f(II-r-E wv,w•unlrar cQ ::OUNIRAC . . • - . . . . - - SolarMount Technical Datasheet Pub 100602-ltd V1.0 June 2010 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp....................................................................................................................2 EndClamp....................................................................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot...........................................................................................................................3 SolarMountBeams..........................................................................................................4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 321001, 321002 Washer Bottom Up Clip material:One of the following extruded aluminum Bottom ut (hidden..s alloys:6005-T5,6105-T5,6061-T6 Up Clip no Ultimate tensile: 38ksi,Yield: 35 ksi • Finish:Clear Anodized • Bottom Up Clip weight: 0.031 lbs(14g) Beam Bolt • Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents • Assemble with one%"-20 ASTM F593 bolt,one%"-20 ASTM F594 serrated flange nut, and one%"flat washer • Use anti-seize and tighten to 10 ft-lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory • Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, lbs(N) lbs(N) FS lbs(N) m iza Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 Y !( � � ��+ Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 1.00 0-X Ll�j Sliding,Z± 1 66(292) 1 27(119) 1 2.44 41 (181) 0.619 Dimensions specified in inches unless noted a SOLARSOLARMOUNT TechnicalDatasheets dFUNIRACf SolarMount Mid Clamp Part No.320008,320009,320019,320020,320021, 320084,320085,320086,320087,320120,320122 rra Bolt Mid clamp material: One of the following extruded aluminum Mid la Nu alloys:6005-T5,6105-T5,6061-T6 Clamp Ultimate tensile: 38ksi,Yield: 35 ksi Finish: Clear or Dark Anodized • Mid clamp weight:0.050 lbs(23g) • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble mid clamp with one Unirac W-20 T bolt and one W-20 ASTM F594 serrated flange nut Beam Use anti-seize and tighten to 10 ft-lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance 1.00 DISTANCE MO BETWEEN MODULES - - Direction Ultimate Load Factor, Load Factor, ._ lbs(N) lbs(N) FS lbs(N) m Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 - - - Transverse,Z±': 520(2313) 229(1017) 1 2.27 346(1539) 0.665 -- Sliding,X± 1194(5312) 490(2179) 1. 2,44 1 741 (3295) 1 0.620 ►X Dimensions specified in inches unless noted SolarMount End Clamp Part No.320002; 320003,320004,320005,320006, 320012,320013,320014, 320015,320016,320017. 320079, 320080,320081,320082,320083,320117, 320118,320123,320124, 320173,320185,320220, End clamp material: One of the following extruded aluminum 320233,320234,320331 alloys:6005-T5, 6105-T5,6061-T6 � Olt • Ultimate tensile: 38ksi,Yield: 35 ksi • Finish:Clear or Dark Anodized • End clamp weight:varies based on height: 0.058 lbs(26g) d Clamp Allowable and design loads are valid when components are Serrated assembled according to authorized UNIRAC documents Flange Nut Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to detain a module in the direction indicated • Assemble with one Unirac W-20 T-bolt and one W-20 ASTM F594 Bea Serrated flange nut • L lse anti-seize and tighten to 10 ft-lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- Y party test results from an IAS accredited laboratory •x Modules must be installed at least 1.5 in from either end of a beam 1.5 - Applied Load Average Allowable Safety Design Resistance MINIMUM Direction Ultimate Load Factor, Loads Factor, HEIGHT �j.L.,, lbs(N) lbs(N) FS lbs(N) 4) VARIES WITH wITH Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 MODULE THICKNESS r Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 - Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specifie4in indies-,aless noted SOLARMoum Technical Datasheets d:U N I RAI( SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 310065, 310066, 310067, 310068 • L-Foot material: One of the following extruded aluminum alloys: 6005- T5,6105-T5,6061-T6 • Ultimate tensile:38ksi,Yield: 35 ksi • Finish:Clear or Dark Anodized • L-Foot weight:varies based on height:—0.215 lbs(98g) • Allowable and design loads are valid when components are Bea assembled with SolarMount series beams according to authorized Bolt UNIRAC documents L-Foot For the beam to L-Foot connection: •Assemble with one ASTM F593 W-16 hex head screw and one errated ASTM F594 9/e"serrated flange nut Flange Nu •Use anti-seize and tighten to 30 ft-lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test Y results from an IAS accredited laboratory A NOTE: Loads are given for the L-Foot to beam connection only; be ►X sure to check load limits for standoff,lag screw,or other attachment method o, Applied Load Average Safety Design Resistance 3.3X sLor FOR Direction Ultimate Allowable Load Factor, Load Factor, 3�HARDWARE lbs(N) lbs(N) FS lbs(N) 0 — Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 2.01 Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893)1 2.46 2004(8913)=0.615 Traverse,X± 486(2162) 213(949) 1 2.28 323(1436) 0.664 SOLARSOLARMOUNT TechnicalDatasheets , ::@'UNIRAC SolarMount Beams Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area int 0.676 1.059 Section Modulus(X-Axis) in 0.353 0.898 Section Modulus(Y-Axis) in 0.113 0.221 Moment of Inertia(X-Axis) in 0.464 1.450 Moment of Inertia(Y-Axis) in 0.044 0.267 Radius of Gyration(X-Axis) in 0.289 1.170 Radius of Gyration(Y-Axis) in 0.254 0.502 SLOT FOR T-BOLT OR 1728--+� SLOT FOR T-BOLT OR !/4"HEX HEAD SCREW %"HEX HEAD SCREW 2X SLOT FOR SLOT FOR _T BOTTOM CLIP 2.500 BOTTOM CLIP T 3.000 1.3116 SLOT FOR 38"HEX BOLT SLOT FOR 1.385 3�" HEX BOLT .387 Y 750 y 5.20 17 1 87 A A ►X ►X SolarMount Beam SolarMount HD Beam Dimensions specifiekd in inches unless noted j � Qll� low -0 Ot +a UCS- GUIDe I Co Quik Foot Contents poled PcaductView—Sec, I g In tia laton Instructions Sec.2: Bill'�of Maten'als—Sec. 3 oin ' utsheets See.4 w j U ` Specifications ;Sec.5 o e t Leiad Test Reports-- pec. b j I n P , y 1 . c r Y i � k a : i 3 F Y f t i t a r a Co ast n olar Committed to the Support of Renewable Energy �A R QUIK FOOT PRODUC f GUIDE l _ _ t 1, QF S _ tl �t r r r m �d cu W i SECTION A-A { ) �o 3 •h O a 3/8-1618.8 r � 0 V01[ O � M Cl 6 � N w� Y L,)EcoFasten SolarC Al content protected under copyright All rights reserved. 0318111 $eC.4-2 r' ! I ccoFasten Solar_. 877-859-3947 Committed to the Support of Renewable Energy A U ' C O h` c_ - ,. O O �T V O c n LA 17 c_ n c iN NJ m r QUIK FOOT PRODUCT GUIDE Bracket Options L-102-3" A PrV 3 f f ° 1 ' S x- ` y A O c n � ' � � . . � l ..,�1F—. '_.«�9f ---- � ?�? --iter•- � O '88 x 0 tA v iz.', 11 Z ;y Iv!_.iR .ILE W c V tv S .b 7 �tv N 1 � C u t � Z LL �t ID E,oFosten SoloiCR All content p-oteued under copyright.All rrghts reserved 03011 -8 $eC.4 0 Attachment A AUTHORIZATION TO PROCEED A14D SERVE AS AUTHORIZED AGENT I hereby agree to the Project as set out above,and:I agree to pay the contract price according to the Terms of Payment. I further agree to the Terms and Conditions attached hereto as a part of this Proposal and Agreement. I hereby authorize Pioneer Valley PhotoVoltaics Cooperative to proceed with the above-referenced Project in accordance with this Agreement. I further authorize Pioneer Valley PhotoVoltaics Cooperative, or its designated representative, to obtain required permits for this project on behalf of the Owner. Any photographs or videos of this project may be used by Pioneer Valley PhotoVoltaics Cooperative for marketing purposes. A check for the First Payment is enclosed and I am returning this Agreement within)21 days of the Proposal date. Prime ame 6ate Signat a Title proposal and AgreameW 0 00011486 Page 7 of 14 Barry Feingoid•February 19,2016 0/0- 4&1�jadal� Office of Consumer Affairs and Business Regulation - 10 Park Plaza.- Suite 5170 Boston, Massachusetts 02116 Home Improvement Coi&ktor Registration Registration: 140077 = Type: Private Corporation ------ Expiration, 9/16/2017 Tr# 270458 PIONEER VALLEY PHOTOVOLTAICS=-00 > PHILIPPE RIGOLLAUD 311 WELLS ST SUITE B = - GREENFIELD, MA 01301 ' —u PdAte Address and return card.Mark reason for change- SCA hangeSCA 1 0 2OM-5M I -- Address 0 Renewal -1 Employment I] Lost Card ofrice of Coasumer k0kirs&Business Regulation License or registration valid for individat nae only ME IMPROVEMENT CONTRACTOR before the expiration date if found return to: _gHORegistration: 1-140077 Type: Office of Consumer Affairs and Business Regulation Expiration;_,9f16I20.17 Private Corporation 10 Park Plaza-Suite 5170