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31C-018 (18) 87 VILLAGE HILL RD BP-2021-0905 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 31 C-018 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit# BP-2021-0905 Project# JS-2021-001539 Est.Cost: $23933.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: PIONEER VALLEY PHOTOVOLTAICS 111266 Lot Size(sq.ft.): 105371.64 Owner: ROYAL JAMES Zoning: PV(I00)/SG b(100)/ Applicant: PIONEER VALLEY PHOTOVOLTAICS AT: 87 VILLAGE HILL RD Applicant Address: Phone: Insurance: 311 WELLS ST - SUITE B (413) 772-8788 GREEN FIELDMA01301 ISSUED ON:2/17/2021 0:00:00 TO PERFORM THE FOLLOWING WORK:18 MODULES FOR SOLAR PV- 6.57 KW 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. (� !if )( �,I . Certificate of Occupancy Sig,natur! ' X► FeeType: Date Paid: Amount: Building 2/17/2021 0:00:00 $75.00 212 Main Street, Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner ,� " Department use only oatHA City of Northampton Status of Permit: �.�pit, :4,ti; F�Building Department F Curb Cut/Driveway Permit . ,i 1` 212 Main Street ?2 1 Sewer/Septic Availability ri. :( ` i. f Room 100 c02/ Water/Well Availability `'\�r. .' Northampton, MA 0106077,�� Two Sets of Structural Plans phone 413-587-1240 Fax 413-5874272-'; _ 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 .3/C,. Lot 6/ g Unit 87 Village Hill Rd, Northampton 01060 Zone Overlay District Elm St. District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: James Royal 87 Village Hill Rd, Northampton MA 01060 Name(Print) Current Mailing Address: 617.323.3726 See Attachment A Telephone Signature 2.2 Authorized Agent: Pioneer Valley Photovoltaics 311 Wells St. Greenfield, MA 01301 Name(Print) Current Mailing Address: See Attachment A 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 7499 (a)Building Permit Fee 2. Electrical 16434 (b)Estimated Total Cost of Construction from(6) 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) -1;05 5. Fire Protection 6. Total= (1 +2+ 3+4+ 5) 23933 Check Number 1 016V7 This Section For Official Use Only 1 1 —°V '906 Date Building Permit Number: v Issued: Signature: /� 2- /6 2oZ I Building Commissioner/Inspector of Buildings Date buildingpermits c@ pvsquared.coop EMAIL ADDRESS (REQUIRED; EITHER HOMEOWNER OR CONTRACTOR) SQUq RF PV Squared Solar I www pvsquared coop Phone:413-772-8788 I Fax:413-772-8668 311 Wells St.,Ste. B I Greenfield, MA 01301 Ar so` MA Elec. Lic.A13764 I MA HIC 140077 Dear Town Inspections Officials, Please see our enclosed applications to permit a Solar Photovoltaic System in your jurisdiction. As you are likely aware, PV Squared is a worker-owned-cooperative B-Corp, employing 40+ people in Greenfield. We have installed thousands of PV Systems out of our Greenfield, MA Headquarters since 2002. PV Squared is committed to complying with all Commonwealth laws and regulations. Our worksite guidelines are created with the intention of exceeding all Safety, electrical, and building requirements as defined by their respective jurisdictional ntities. This includes the work of people from multiple disciplines, including electrical engineering, structural engineering, civil engineering, electricians, construction supervisors, roofers, and their associated helpers. We are a company that values training and education. We make certain that every individual is qualified for the roles and responsibilities that they assume. It is our policy to pay for the employees travel and training time and cost of the education, including CSL and Journeyman and Master Electrician classes. As an electrical contractor we are furthermore guided by the January 30, 2009 Massachusetts Board of State Examiners of Electricians (BSEE)judgements, and rulings that have followed. We pay strict adherence to these mandates and all electrical work is conducted by an electrician and an electrician's apprentice in a 1:1 ratio. We also understand that non-electrical tasks associated with a Solar installation can be completed by non-electrical workers, such as CSLs and others. I have attached our installation policy for your review, as well as a list of example non-electrical tasks. Should you have any questions or concerns regarding this policy or delineation of work, please let us know. We are a learning organization that is always trying to improve on what we do. Respectfully, Maya Fulford Installation Manager SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) n Roofing Or Doors D Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [Ej Siding[0] Other[CZI] Brief Description of Proposed Installation of 18 modules for solar PV ( ( J 7 k V V ) Work: Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a. If New house and or addition to existing housing, complete 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 WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1 James Royal ,as Owner of the subject property PV Squared (Pioneer Valley Photovoltaics) hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. See Attachment A See Attachment A Signature of Owner Date PV Squared as Owner/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. Daniel Gomez-Gonzalez Print Name i 1/26/2021 Signature of Owner/Agent 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 I.: 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 O DONT KNOW O YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW O YES O IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW 0 YES O IF YES, has a permit been or need to be obtained from the Conservatipn Commission? Needs to be obtained O Obtained O Date Issued: C. Do any signs exist on the property? YES O NO i'J IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO O 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 O NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Daniel Gomez Gonzalez License Number 43 Hatfield St. Northampton, MA 01060 CS-111266 Address Expiration Date 03/14/2021 Signature Telephone Af,,P,,t, 413-772-8788 9. Registered Home Improvement Contractor: ' Not Applicable ❑ Pioneer Valley Photovoltaics Cooperative Company Name Registration Number 311 Wells Street, Suite B, Greenfield, MA, 01301 140077 Address Expiration Date 413-772-8788 Telephone 09/15/2021 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 1• No ❑ DocuSign Envelope ID:898EBEE1-1BA7-4A76-A313-29BCCE983032 ATTACHMENT A AUTHORIZATION TO PROCEED AND 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. I will allow any photographs or videos of this project to 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. James Burton Royal 12/3/2020 l 4:30 PM EST Printed Name Date �-D• ¢ocuSigned by: ,iatkt,t,s 1tetk' roc L System Owner OlCC'3D33G0 6'87... Signature Title Make a Payment Online Proposal and Agreement#00016121 Page 6 of 12 113 Royal-December 3,2020 Massachusetts Electric Company&Nantucket Electric Company(d/b/a National Grid) M.D.P.U. 1320 Certificate of Completion for Simplified Process Interconnections Installation Information: ❑ Check if owner-installed Interconnecting Customer:JAMES ROYAL Contact Person: Mailing Address: 87 VILLAGE HILL RD O City: NRTHAMPTON State: MA Zip Code 01060 Telephone(Daytime): (Evening): 617-323-3726 Facsimile Number: E-Mail Address:jbroyal30@gmail.com Address of Facility(if different from above): Electrical Contractor's Name(if appropriate): PV Squared Mailing Address: 311 WELLS ST. SUITE B City: GREENFIELD State: MA Zip Code: 01301 Telephone(Daytime): 413-772-8788 (Evening): SAME Facsimile Number: 413-772-8668 E-Mail Address: interconnection@pvsquared.coop License number: A13764 Date of approval to install Facility granted by National Grid: 8/17/2020 Application ID number: 00293359 Inspection: The system has been installed and inspected in compliance with the local Building/Electrical Code of (City/County): Signed(Local Electrical Wiring Inspector, or attach signed electrical inspection): Name (printed): Date: License#: As a condition of interconnection you are required to send/e-mail a copy of this form along with a copy of the signed electrical permit to National Grid: National Grid Attn: Distributed Generation 40 Sylvan Rd Waltham, MA 02451 E-mail: distributed.generation(ainationalgrid.com Massachusetts:http://www.nationalctridus.com/masselectric/home/enerscvef1%distnbuted Qeneration.asp Nantucket:http://www.nationalgridus.com/nantucket/home/energveff/distributed generation.asp_ Page 1 of 1 Commonwealth of Massachusetts IF, Division ut Professional Licensure Board of Budding Regulations and Standards Construction 'Supervisor CS-111266 Expires: 03/1412021 DANIEL GOMEZ-GONZALEZ 43 HATFIELD STREET NORTHAMPTON MA 01060 t.ommissioner ee /ee fi t' / Cal%eZeic 'll-3ei Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration Type: Supplement Card Registration: 140077 PIONEER VALLEY PHOTOVOLTAICS COOP Expiration: 09/15/2021 311 WELLS ST SUITE B GREENFIELD,MA 01301 SCA I 8 zwr-os i Update Address and Return Card. Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Supplement Card before the expiration date. If found return to: Registration Expiration Office of Consumer Affairs and Business Regulation 140077 09/15/2021 1000 Washington Street -Suit@,710 PIONEER VALLEY PHOTOVOLTAICS COOP Boston,MA 02118 ( MAYA FULFORD 311 WELLS ST SUITE B rrn.w�CG-j4t,w.rt — GREENFIELD,MA 01301 Undersecretary �f of vali.r ithout signa r e The Commonwealth of Massachusetts 1 = l '/ Department of Industrial Accidents " —'e�-_ 1 Congress.Street,.Suite 100 • ?�el=6. Boston, MA 02114-2017 �, �, www.mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Annlicant Information Please Print LeeibIv Name (Business/Organiratiotillndividual):Pioneer Valley PhotoVoltaics Cooperative Inc. DBA PV Squared Solar Address: 311 Wells Street, SuiteB City/State/Zip:Greenfield MA 01301 Phone #:413-772-8788 Are you an employer?Check the appropriate box: Type of project(required): LEII am a employer with 48 employees(full and/or part-time).* 7. ❑New construction 2.0I am a sole proprietor or partnership and have no employees working for me in $. 0 Remodeling any capacity.[No workers'comp.insurance required.] 3.0I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. El Demolition 10❑ Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or arc sole 11.0 Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.0 I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 1 3.0ROOF repairs These sub-contractors have employees and have workers'cone.insurance.: 6.0 We are a corporation and its officers have exercised their right of exemption per MGI.c. 14.0Othcr Solar PV 152,§1(4),and we have no employees.INo workers'comp.insurance required.' *Any applicant that checks box If I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Continental Indemnity/AUW Policy#or Self-ins.Lic.#:37-592871-01-01 Expiration Date:01/01/2022 Job Site Address:87 Village Hill Rd, City/State/ Northampton MA 01060 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 form 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 forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ce ( op r s 'nd penalties of perjury that the information provided above is true and correct Si_natu-=. �� ��/ 1/27/2021 /. Date: Phone#:413-7 -87:8 ir 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#: / ® DATE(MM/DD/YYYY) ACRO CERTIFICATE OF LIABILITY INSURANCE 12/22/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Kathy Parker NAME: Webber&Grinnell PHONE (413)586-0111 FAX (413)586-6481 (A/C,No,Eat): (A/C,No): 8 North King Street E-MAIL kparker@webberandgrinnell.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Northampton MA 01060 INSURER A: Ohio Casualty/Liberty 24074 INSURED INSURER B: Ohio Security/Liberty 24082 Pioneer Valley PhotoVoltaics Cooperative,Inc. INSURER C: Continental Indemnity/AUW Attn:Kim Pinkham INSURER D: 311 Wells Street,Suite B INSURER E: Greenfield MA 01301 INSURER F: COVERAGES CERTIFICATE NUMBER: CL20122214681 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 AWL SUER POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTRINSD WVD (MM/DD/YYYY), (MM/DD/YYYY) X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE RED CLAIMS-MADE OCCUR PREM SESO(Ea occccuu ence) $ 300,000 - MED EXP(Any one person) $ 15,000 A BKS57072282 01/01/2021 01/01/2022 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY n PE n LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) ANY AUTO BODILY INJURY(Per person) $ B AUTO OWNEDS ONLY AU X SCHEDTOSULED BAS57072282 01/01/2021 01/01/2022 BODILY INJURY(Per accident) $ X HI AURED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY X AUTOS ONLY (Per accident) Underinsured motorist $ 300,000 UMBRELLA LIAB v'"'V"'vV�R """' 5,000,000 X OCCUR EACH OCCURRENCE $ A EXCESS LIAB - CLAIMS-MADE US057072282 01/01/2021 01/01/2022 AGGREGATE $ 5,000,000 DED Xl RETENTION$ 10,000 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY STATUTE I ER Y/N 1 C ANY PROPRIETOR/PARTNER/EXECUTIVE NIA 375928710101 01/01/2021 01/01/2022 E.L.EACH ACCIDENT $ , , OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ Business Pers Property $1,820,700 Commercial Property A BKS57072282 01/01/2021 01/01/2022 Installation $25,000 Transportation $75,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Worker's compensation includes MA and NY CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Proof of Insurance ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD ROYAL RESIDENCE N 87 VILLAGE HILL RD C2 ® SITE MAP -.-; 41. agps '' NORTHAMPTON, MA 01060 " ' .LL. s PHONE:(617) 323 3726 r -,, �� • �-1h'�"; \ E-MAIL:JBROYAL3O@GMAIL.COM n ��� r'�Ir.RAY;" yI` v N o `ilk (LI 6.57 KW DC ZTv i Z Ir Q 0 ROOF MOUNTED PHOTOVOLTAIC SYSTEM .r { ` " ::.1‘. 1 :IV O J G ri! v . `' rya° t w = oCr 11-1 s PHOTOVOLTAIC SYSTEM DETAILS A •\' �� +� G a i •MODULES=REC REC305AA BLACK 305W(IE PCS) t ^ • I �P T. 01 4 J Q 4 •RACKINGINVERTER=SOL IRO SIDGE X US(I PCS) .r .- • SYSTEM=1RONRIDGE%RI00 WI OUIKFOOT I Y �I cr > I- •DATA ACOUISITION=SOLAREDGE CONSUMPTION MONITORING r cO O Z AUTHORITY HAVING JURISDICTION •BUILDING AUTHORITY=BUILDING INSPECTOR LOUIS HASBROUCK LIT 55'ILO N VICINITY M A P ELECTRICAL INSPECTOR ROGER HALO 113 587 12LL •CODE REFERENCE•2020 NEC •ELECTRICAL UTILITY COMPANY=NGRIO °1 R• . _ p�Y: DESIGN CRITERIA "'v •DESIGN WIND LOAD=Ill.MPH .fn}. II Q •DESIGN ROOF SNOW LOAD=L0 PDF la •EXPOSURE CATEGORY=C r 1 G • A , :j A d •HIGH TEMP(ASHRAE 2%HIGH)=32•C Z. ` / O ' . I_ 40 llMgff (� •LOW TEMP(ASHRAE EXTREME LOW)• 20•C •_...,V �T\\\\\\ .. ErA y � •ROOF TYPE=ASPHALT SHINGLE • _ i. `� '� C-' ' SHEET INDEX ° \ • PV-G.0 COVER PAGE 9 9 PV-A.I ARRAY LAYOUT • " ; OPV E.I LINEDIAGRAM V _.. /( 1 w PVE-2 ELECTRICAL CdIC; � • ,0• w N • PV-P.I PLACARDS °. - Q o MODULE CLAMP ZONES •ROOF TYPE•ASPHALT SHINGLE •PV ARRAY•338 SQUARE FEET \ ""t.t....•TYPICAL ATTCHMENT SPAN•A8' ~'� •MAX ATTACHMENT SPAN•77' N 4 •MAX CANTILEVER•30.8' Y UM • ATTACHMENTS SHALL BE STAGGERED ® 6 _ SO THE LOAD IS DISTRIBUTED EVENLY -�-� TO TRUSSES UNDERNEATH THE ARRAY MODULE CLAMP ZONES NIo MODULE MODEL'REC36SAA BLACK C.)p MODULE DIMENSIONS.67.75'X 40.00' W O 5 CLAMP BETWEEN Z Cr Q 8.2'-23.8'ON THE LONG SIDE A'-9.8'ON THE SNORT SIDE p _I �jj W 0 r } _Ia 3 d' 7. I- r\ O m Z INVERTER INTERIOR(BASEMENT) PV AC DISCONNECT EXTERIOR SMART METER ,�+r� -EXTERIOR yl..1 K ARRAY INFORMATION '• Iiii �/W UTILTY METER I3 EXTERIOR i [ MOO OTT 18 MAIN SERVICE PANEL Yxi TILT AO° -INTERIOR(BASEMENT) ;s: yid 8 AZIMUTH 165' 8 6 I I STRING CONFIGURATION I 1'-10"/{ /2'-2" ATTACHMENTS } ° R — STRING SIZE DOES NOT VARY _// a o . Q STRINGS 0TY I SLIGHT TRUSS RAIL CC } o SPACING CHANGE1 STRING I 9 TRUSSES.2/.'O.C. (TYP) < QJ STRING; 9 7iws Truss Type ____ -._----------_._.----- at/ Ply Upper Ridge Phase IV Duplex 15120721B T10 Common 113 1 JobRNenencoeSoptonal) One 7. s Nov 10 2015 MITek Industries,Inc. Wed Mar 02 14:1••:n -i • - • 1 IO:M 3SpF8FWZCKEHPbCYkZGEy9RBK-LiK)soM9EIIcB4cZ21zinXhx3BEn8EM9X_FGbaey7 -0.11 4-1-12 8-0-0 11-1041 16-0-0 0-11-0 4-1-12 t 3-10-4 I 3-10.1 • t 4-1-12 Gel O Sale•I:48• 1000[iF it 4s4 4.- 4x4<: 9% :8 . .O . \a\aw II2M11 81 ..:., .S1M=... ° 1: 7 8-0-0 16-0-0 I 8-0-0 8-0-0 LOADED OASPACING- 2-2-0 CSI. DEFL in (tic) 1/dell L!d PLATES OR! TCLL 40.0 Plate Grip DOL 1 15 TC 0 24 Vert(LL) -0.11 8-9 >999 240 MT20 197/144 (Roof (R8rlowr-40'0) Lumber DOL 1.15 BC 0.69 Vert(TL) -0.27 8-9 >694 180 TCDL 15.0 Rep Stress Incr NO WB 0 70 Horz(TL) 0.02 7 Ne Na BOIL 0-0 ' Code IRC2009/TPI2007 BCDL 10.0 (Matrix M) Wind(LL) 0.01 8 >999 360 Weight 97 lb FT=4% UNISIER. BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD 2-0-0 oc purhns(6-0-0 max), except end verticals BOT CHORD 2x4 SPF No.2 (Switched from sheeted.Spacing>2-0-0) WEBS 2x4 SPF No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing W1'2x4 SPF No 2 or 2x4 SPF Stud REACTIONS. (lb/size) 9=1237/0-5-8 (min.0-1-15),7=1102/Mechanical Max Horz9=178(LC 7) Max Upllft9=-09(LC 8),7=-16(LC 8) FORCES. (lb)-Max.Comp/lax.Ten.-All forces 250(lb)or less except when shown TOP CHORD 3-10=-901/200,4.10=-719/216,4-11=-719/217,5-11=-903/195,2-9=-325/193 BOT CHORD 8-9=-91/682,7-8=-75/693 WEBS 4-8=-174/526.5 8=-272/184.3-9=-1088/37,5-7=-1105/120 NOTES- 1)V, d:ASCE 7-05;100mph;TCDL=5.0psf.BCDL=5.0psf;h=24ft,Cat.II.Exp B.enclosed.MWFRS flow-nse)and C-C Exterior(2)zone.cantilever left and right exposed:C-C for members and forces&MWFRS for reactions shown:Lumber DOL=1 60 plate grip DOL=1 33 2)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow),Category II.Exp B.Partially Exp,Ct=1 1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16 0 psi or 2.00 limes flat roof load c140 0 psf on overhangs non-concurrent with other live loads 5)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,7. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502 11 1 and R802 10 2 and referenced standard ANSI/TPI 1 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss 10)Graphical purlin representation does not depict the size or the orientation of the purlm along the top and/or bottom chard LOAD CASE(5) Standard / JOHN M se • . • I g PRESLEY CN . »• /)IILo 43029 O �v O P yOA. C/STER"- v k �`�bNAL E lb..uo...,uo fir faNacared per ANSL'I I quoin)reyuirannni..plaim dull he of we and t.pc shown and.entered a rrni.unk.,it her aim:nand Thi,drop no broad upon parameter..ho*n.and is fin an Intro dwl N..hhng 1-Tomptfflesti to he installed and loaded scrthatIly.Appl aNrt fdesign parameters d proper p atirn.d component n rcyrnohiiry of the auddn x Ik tgna.Bolding Designee dull wetly all design information rn iA sheet Srcontra nith chndo ions and requirements of the sper,die building and governing corks and racinan.e. Buildng Designee wenn pnsihelity for the conavu,or aavra.d o1 the Jrsign (#.;) intumatirn as ri relateto a stems r Iwldnx( n l .t n is salad N*hen .is lahma ed Sc I.h1 nquni.Iha.ing shoran is fir Ltad rpp.rt of hers only and dccc now replace electron and permanent hearing Wier to Building Component Scan Information 111(SII 1.r general guid•*r regarding nag<dance).moron and bra. as rig adahie Iron SII(A and.11s.Pl ate Inutuic. • Jab Truss Truss Top air Ply Upper Ridge Phase IV Duplex 15120721B T1OGE Common Supported Gable 2 1Job na, Unissnsal Forest Products 7440 s Nov 10"0 Indim8iss,inc.Wed Mar 0214:1e22 2016 Paps 1 ID:M 3SpF6FwZCKEHPboraGEy9RBK-I5SUHUOPmt(YJCOmzASOBsymlR 3p6EvS_stNNgzey71 .pp 0-11-0 8-0-0 ) 788 ,0 1-111-0 ateQ 0- Sur•1:49.5 s • 41II1I$ss 12 114 II 114 I! 1.5x3 II 1.503 II 11x3 II 1.593 I I 1.5s3.II t8-0-0 16-0-0 LOADING ipst). T 40.0 SPACING- 2-0-0 CM. DEPL in (be) Men Lid PLATES GRIP (Roof 8r10wo400) Plate Grip DOL 1 15 TC 0 19 Verl(LL) -0.01 11 Nr 180 MT20 197/144 TCDL 15.0 Lumber DOL 1,15 • BC 0.08 • Vert(TL) -0.01 11 nit 80 BCLL 0.0• Rep Stress Ina YES WB 0 32 Horz(IL) 0.00 12 Na Na BCDL 10.0- Code IRC2009/TP12007 (Matrix) I Weight 1031b FTn'4% • LUMBER- BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purkns, except end verticals. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud OTHERS 2x4 SPF No.2 or 2x4 SPF Stud Except* ST4.ST3:2x4 SPF No.2 REACTIONS. All bearings 16-0-0. (lb)- Max Horz20=-149(LC 6) Max Uplift Al uplift 100 lb or less at pints)17,18,15,14 except 20='140(LC 6),12=-131(LC 7),19=-128(LC 7),13=-123(LC 6) Max Grav All reactions 250 lb or less at pings)16,19.13 except 20=285(LC 12) 12=285(LC 12).17=342(LC 2) 18=271(LC 2), 15=342(LC 3) 14=271(LC 3) FORCES. (Ib)-Max Comp/Max,Ten -All forces 250(lb)or less except when shown TOP CHORD 2-20=-271/126,5-6=-107/296,6-7=-107/296,10-12=-271/126 WEBS 6-16=-28510,5-17=-302/62,7-15=-302/62 NOTES- 1)Wind ASCE 7-05;100mph.TCDL=5 Opsf.BCDL=5 Opsf,h=24ft.Cat II.Exp B.enclosed.MWFRS(low-rise)and C-C Exterior(2)zone,cantilever left and right exposed.C-C for members and forces&MWFRS for reactions shown.Lumber DOL=1 60 plate gnp DOL=1 33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1 3)TCLL ASCE 7-05;Pf=40 0 psf(flat roof snow) Category II.Exp B:Partially Exp Ct=1 1 4)Unbalanced snow loads have been considered for this design 5)This truss has been designed for greater of min roof live load of 16 0 psf or 2 00 times flat roof load cf 40.0 psf on overhangs non-concurrent with other live loads 6)All plates are 2x4 MT20 unless otherwise indicated 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i e diagonal web) 9)Gable studs spaced at 2-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 11)•This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at pints)17,18,15,14 except U=1b)20=140, 12=131,19=128.13=123 13)This truss is designed in accordance with the 2009 International Residential Code sections R502 11 1 and R802 10 2 and referenced standard ANSI/TPI 1 14)'Semi-rigid pltchbreaks including heels"Member end fixity model was used in the analysis and design of this truss LOAD CASE(S) Standard VIA OF I /reSI�\ JOHN M m • 2 PRESLEY O CN9- co /.p�I o 43029 1C)(./`�v/STE4�44" ��Iow&Eel This a to er foiwx..td par ANSVril quality hmanentrah Plate.4141 he 4 she md iypr shown and centeard m pin.aril.,relw,nnc mud This ensign n.bawd npn pin noxcorr..M and I,l >n nrd..nth.' lao I4 rig himaparwat in he awaited and Waded vs-clarity.Agdwando of dedgn paranteterN and p.p.rrw-rnpnai 4 component n neyrn.i!I t)14 stir Budding Ik.igna.aurldng ik.ipwa dull wady all drug. infer mutton on this Jinn fir inn/nnun.n with condiocah and rep t r4 the tprcsfia huiWng and pantyiug J<and trdinance. Making['Annus taxepts rey.nuhrhty So the corn: )id IS.dr.irn (11;1) nlien.nwn as 4 may relate in a spot!'Miildng Certi&ai.,n is valid only when tn.,i.Inhinred by a l-H°awnpany.ikawing di nsn ov fa fiteral hipport r4 truss menhir.rnl)and dine not reptme atonal and permanent brnmt rteM to anddng Component Jalrty Inhnnwnin illCSln in.general guaWie regarding Image.delivery.er von and he mg mailable horn h9('A and Kris.Hair Institute ill In Mt ■cai.sr I:fir 1111111111 I 1 �I 1��1111111111 NMI f MO ME .• 8 I ® :1 .._If 111—'Ll- IMMO +_® millIMIII 11I�� 1IN'NI 1 NIrl I Mil .............,___ . .., T. a___,;imaiailij ... IllimmMill .r Or at y • 14 4 Iy1/ q i i s E ai q ±se q ll t i v E M 1 4 • i 4 4 F .---- ., ; � I ''. s' i iy . ill 11. i 1 1 1 i i 1 1 1 1-- r i i ,FrIVrJr/.s. pr�sjf rjr..7rj• i ---*--1"__1._...._1......._._._._.__ _.I.._._..—_.. I - Wr M..rr.rrr r.r.r..... Upper Ridge Phase IV Duplex `i..`r. r "`r.«r.�....i.. �.r`r...nr.�:..w UFP Belchertown,LLC Village HMI HoMe ppton,MA =`.�__..r.... � 1211&15 •••:r.....w..........r..rrrrw.....r... Roof Trusses-For Pnc &Pen. .«..r ...... r r........r.w. n•ru rr (4) A Universal Forest Products Company ^. wm :� r. ««..�...._............«.....« 15120 1BR M.: .PON.I.m..to...o..NIN VOW eeaVenel.MOM...,r. f Jt 1: r1 „,• .„, ,,,Y `_ 05T TRUSTED REC ,., , i4 v P . , . ., ,. .,. ,,.., ?, ) f 4' , .... , .. . ' i joto; 7 ,, ..' \I i t EN.;$ . r91.11P N il i. 1 . t i • c- 0 4 Y 4 4,� Kk , k„71 I REE ALPHOC . LALK 5ERE5 ... . ,. . . , ,. ____ _ , . _ . • , .. .._ . , . , ...,, .. , , . , . inter ,o EXPERIENCE 375 25 YEAR award PRa��u�r ,� WARRAN- W P ,r,,c) 2020 POWER WINNER ELIGIBLE FOR PERFORMANCE IP ERTIFICATIONS IE 61215:2016,1EC61730:2016,UL1703,UL61730 1721*23167.75 301] IE 62804 PID .28[1.1] 802[31.51 455 I17.91- - ..__ IEC 61701 Salt Mist t k' .- e q J _..� ._ + IEC 62716 Ammonia Resistance IM-', 1000[391 ' UL 1703 Fire Type Class 2 IEC 62782 Dynamic Mechanical Load IEC 61215-2:2016 Hailstone(35mm) AS4040.2 NCC 2016 Cyclic Wind Load O o o ISO 14001:2004,1509001:2015,OHSAS 18001:2007 IEC 62941 ry cat CE 0 1 ry 11toa a ARRANTY (0A3 30.8] • Standard REC ProTrust - �� I led by an REC Certified No Yes Yes F zo. . arProfessional 0 [0.78±0.08] 1200 l47] - rt\ , �tv--- a System Size '. All 425 kW 25-500 kW •t/ r - ProductWarranty(yrs) 20 25 25 Jt -si-.510. PowerWarranty(yrs) 25 25 25 45 pS[ 22.s osi 621 t3[2431012] (yrs)L. _ Labor Warrantyrs 0 25 10 ' 'I30[1.181 r In . _,........_ _ ...-.__ Power In Year 1 98% 98% 98% Measurements in mm(in) ♦GENERAL DATA Annual Degradation 0.25% 0.25% 025% 120ha1f-cut cells with REC 5taubliMC4PV-KBT4/KST4,12AWG(4mm2) Power in Year25 92% 9296 92% See warranty documents for details.Conditions apply. Cell type: heterojunction cell technology Connectors: inaccordancewith IEC 62852 6 strings of 20 cells in series IP68 only whenconnected MAXIMUM RATINGS 0.13in(3.2 mm)solar glass with 12AWG(4mm2)PVwire,39+47in(1+1.2m)in Glass: Cable: 0.-rationaltemperature: -40...+85°C anti-reflection surface treatment accordance with EN 50618 Highly resistant 678x40xl.2in(1721x1016x30mm) M ximum system voltage: 1000V Dimensions:Backsheet: polymeric construction(black) 18.8 sq ft(1.75 m2) D--ign load(+):snow 4666Pa(97.5Ibs/sgft)* M-ximum test load(+): 7000 Pa(146 lbs/sq ft)' Frame: Anodized aluminum(black) Weight 431bs(19.5kg) D--ign load(-):wind 2666Pa(55.6lbs/sgft)' Junction box: 3-part,3 bypass diodes,IP67 rated M.ximum test load(-): 4000 Pa(83.51bs/sq ft)* gi in accordance withlEC62790 Origin: Made in Singapore M.x series fuse rating: 25A ♦ ELECTRICAL DATA Product Code':RECxxxAA Black M. reverse current: 25A t Power Output-PMK(Wp) 355 360. 365 370 • .. 375 •Calculatedusingasafetyfactorofl.S s Watt Class Sorting-(W) -0/+5 -0/+5 -0/+5 -0/+5 -OM *See installation manual for mounting instructions g0 5 Nominal Power Voltage-VMm(V) 36.4 36.7 37.1 37.4 37.8 EMPERATURERATINGS' E u ia Nominal Power Current-IMM,(A) 9.77 9.82 9.85 9.9 9.94 No inal Module OperatingTemperature: 44°C(s2°C) in Open Circuit Voltage-V«(V) 43.6 43.9 44.0 44.1 44.2 Te perature coefficient of PMAx: -0.26%/'C p 0 Short Circuit Current-IX(A) 10.47 10.49 10.52 10.55 10.58 Te perature coefficient of Vac: -0.24%/'C Power Density(W/sg ft) 18.88 19.15 19.41 19.68 19.94 Te perature coefficient of I,: 0.04%/'C a Panel Efficiency(%) 20.3 20.6 20.9 21.2 21.4 The temperature coefficients stated are li lues e W LIGHT BEHAVIOUR Power Output-PH0(WP) 271 274 278 282 286 Nominal Power Voltage-VMM(V) 34.3 34.6 35.0 35.2 35.6 T •ical low irradiance perforrnanceaf module atSTC: o O N Nominal Power Current 1 (A) 7.89 7.93 7.96 8.00 8.03 - o z 7w Open Circuit Voltage-Vac(V) 41.1 41.4 41.5 41.6 41.6 S n cr E o Short Circuit Current-Isc(A) 8.46 8.47 8.50 8.52 8.55 it 0 Values at standard test conditions(STO air mass AM1.S,irradiance10.75W/sgft(1000W/m1 temperature 77F(25'C)•based on a production tl .. spread with a tolerance of P V &Ix±3%wkhinonewatt class.Nominal modueoperating temperature(NMOT:air mass AM1.S,irradiance _ 0. 800W/m2,temperature 68r(211�L),windspeed33ft/s(lnth).`Where xxx indicates the nominal power class(P,,,,o)atSTCabove. Irradiance(W/m1) ' a rr ,. , , . rt,, `, p 1 ,l,t, REC Group is an international pioneering solar energy company dedicated to empowering ��� s consumers with clean,affordable solar power in order to facilitate global energy transitions. , � t r i ,• ,4' , Committed to quality and innovation,REC offers photovoltaic modules with leading high quality, ' i • • r 4 backed by an exceptional low warranty claims rate of less thanlOOppm.Founded in Norway in1996, wwwrecgroup.com `' s A it REC employs 2,000 people and has an annual solar panel capacity of 1.8 GW.With over 10 OW ■ , ■ - la( ,� > r ,_ ! installed worldwide,REC is empowering more than 16 million people with clean solar energy.REC 'l,w - .•t .. E, .t Group is a Bluestar Elkem company with headquarters in Norway,operational headquarters in )s ` �" Singapore,and regional bases in North America,Europe,and Asia-Pacific. I]3 e 1 .P t. J. a 't `' Cut Sheet `` _-_- _ IRONRIDGE XR100 Rail .----"----- ',,,---<-:::::--- See Descr. Lion/ Lenath ----------------- <,,,,,,,,,,,,,,, ,,,,,,,,,, -------7'.-- • [:< , Rail Section Properties Property Value Total Cross-Sectional Area 0.582 in2 .66 Section Modulus (X-axis) 0.297 in3 .46 Moment of Inertia (X-axis) 0.390 in' 1 Moment of Inertia (Y-axis) 0.085 in' Torsional Constant 0.214 in3 Polar Moment of Inertia 0.126 in4 1.99 APPROVED MATERIALS: 2.44 6005-T6, 6005A-T61, 6105-T5, 6N01-T6 2.34 (34,000 PSI YIELD STRENGTH MINIMUM) Clear Part Black Part Description/Length Material Weight Number Number XR-100-132A XR-100-132B XR100, Rail 132 (11 Feet) 7.50 lbs. XR-100-168A XR-100-168B XR100, Rail 168"(14 Feet) 6000-Series 9.55 lbs. XR-100-204A XR-100-204B XR100, Rail 204"(l7 Feet) Aluminum 11.60 lbs. v1.1 Cut Sheet /AL IRONRIDGE XR100 Bonded Splice I XR-100 RAIL ;• Oft fe ,1 iiiii. voiri 12.0 41°0 .410110 XR-100-SPLC-BD II KIT, XR100 BONDED SPLICE P a c, 0 1) Splice, XR100, Mill 12" long 2) Screw, Self Drilling :444 )) 1.24 .63 f 1.93 4__( .31 �. 0.42 .15 H.- -1.— .93 f #12-14 TYPE"B"THREAD Property Value Property Value Material 6000 Series Aluminum Material 300 Series Stainless Steel Finish Mill Finish Clear vl.o V / Q u i k 1Lc o o t PRODUCT GUIDE Exploded Product View/B.O.M.- 1 Installation Instructions-2 Cut Sheets-3 ' Specifications-4 aL volt zi. . 3EcoFasten Solaro MI QuikFoot-Product Guide Exploded Product View,Bill of Materials _l___ Materials Needed for Assembly 7 _-_ _1 Item No. Description of Material/Part Quantity limi 6 01 QuikFoot Base Plate 1 2 Fastenet(Length to be determined) 2 cid © koolik 3 QuikFoot Flashing 1 � i 4 EPDM Washer 1 O5 L-1 02-3 Bracket*(other options available) 1 /� O 6 5/16"EPDM Bonded 18.8 SS Washer 1 v 7 3/8"Stai Bess Steel Hex Nut 1 O lend ClOP) Required Tools O l • i tit Iii w 2 0 U QLii........,, C-T-I C.A4 o0a v CI) 877-859-3947 EcoFasten Solar'All content protected under copyright.All rights reserved.10/09/14Illit 1,1 EcoFasten Solar products are protected by the blowing U.S.Patents:8.151,522 B2 8.153,700 B2 8,181,398 B2 8,166,713 B2 8,146299 82 8,209,91 B2 8245,454 B2 8,272,174 B2 8,275,557 B2 1 QuikFoot- Product Guide Cut Sheets:QF-AL-Base 2X 0).33in 8.38mm I f „ ra, A 0 lki, O u u CD t1, 0 —c E c c°E‘CiI c o M N L .0 4,,,,,,%,,,4%4,,,,,o ..0 4::0 0•00.‘0." 1 Z N N M —,P'', I i Clin iii ___e_l 1.50in Le- r [38.10mm] 3/8"-16 Stud E E •� v I7 n QF-M : 1.5" 7 QF-L : 1.75" il i 877-859-3947 EcoFasten Solar`All content protected under copyright AA rights reserved.10/09/14 3.1 EcoFasten Solar products ere protected by the blowing g U.S.Patents:8,151,522 B2 8,153,700 82 8,181,398 82 8,166,713 B2 8,146299 82 8209,914 132 8245,454 82 8,272,174 82 8,225,557 132 11 QuikFoot- Product Guide Cut Sheets:QFL-812 R.38in [9.53mm] .032in [0.81mm] ----71— al V1 1 0 (A 12.00in r T� [304.80m ] NIS U OO Claml 3.00in Ill p�Q [76.20mm] ` J 1C Temp bocakm p rr p4 .50in --►1 8.00in �] [ 12.70mm] [203.20mm] r. ilis877-859-3947 EcoFasten Solar'-All content protected under copyright.All rights reserved.10/09/14 - 32 EcoFasten Solar products are protected by the following U S Patents:8,151,522 82 8153,700 82 8,181,398 82 8,166,713 B2 8,146299 82 8209,9 B2 8245,454 B2 8272,174 B2 8225.557 B2 • QuikFoot-Product Guide Cut Sheets:Bracket Options-SCL-101-3 . , _m... • A IL 46 SERRATIONS `kO ' i- I �TJ 0 { 1 R1/16" �. 1 7/8 1/4, 0 _ 3/4" r 1/16 ilari '„/ R.005 - Li [[ R.010 �. 2X R.01 iAU O 60.00/ fty 4 '� 0 3/8"_.002 Y - 1/8„ v \/ 0 7/8"X 82° CALIF A 877-859-3947 EcoFasten Solar`All content protected under copyright.NI rights reserved.10/09/14 3.7 EcoFesten Soler products we protected by the following U.S.Psbrks:8,151,522 B2 8,153,700 132 8,181,398 B2 8,169713 132 8,146 299 B2 8,209,914 B2 8,245,454 82 8,272.174 B2 8,225.557 82 i • QuikFoot- Product Guide Specifications PART 1-GENERAL 1.1 SUMMARY 1.3 SUBMITTAL A WORK INCLUDES A. Submit manufacturer's written specifications. B. Base plate Is 6000 series aluminum with one 1. QuikFoot base plate attachment bracket that B. Submit standard product cut sheets. PEM Type Press-In Stud 18.8 SS. attaches directly to the roof deck C. Submit installation instructions. C. Fasteners to be compatible with chosen roof 2. Provide appropriate bracket and fasteners D. Submit product specific load test data,showing application and meet specified pull out values ;MO for the roof system. ultimate and allowable load values specific to as shown in load test data. tt ' B. RELATED SECTIONS the roof deck specified for the project. D. Counter flashing is.032 gauge aluminum em- 1.Section 07600:Flashing and Sheet Metal bossed to accept shape of stainless steel base 11.111•112.Section 07500:Roofing 1.4 QUALITY ASSURANCE plate O 3.Division 1:Administrative and Procedural Requirements installer to be experienced in the installation of specified roofing material for no less than 5 years Ii 2.3 FINISH 4.Division7:Thermal and Moisture Protection the area of the project. 1.2 SYSTEM DESCRIPTION A. Bracket Is mill finish aluminum A COMPONENTS: 1.5 DELIVERY/STORAGE/HANDLING B. Base flashing-Black-kynar painted 1. QuikFoot system consists of aluminum Inspect material upon delivery.Notify manufacturer O bracket and base plate with(1)stainless steel within 24 hours of any missing or defective items. PART 3-EXECUTION stud,(1)stainless steel nut,(1)EPDM washer Keep material dry,covered,and off the ground until and(1)bonded stainless steel and EPDM installed. 3.1 EXAMINATION washer. PART 2 PRODUCTS A. Substrate:Inspect structure on whkh brackets 2. Fasteners are to be installed and verify that It will with- /�r9� A.To be of metal compatible with QuikFoot stand /-�VV bracket. 2.1 MANUFACTURER any additional loading that may be Incurred. W B.Fasteners should be selected for compat- ibility with the roof deck 289 Harrel Street,Morrisville,VT 05661 B. Notify General Contractor of any deficiencies O (877)859 3947 before installing EcoFasten Solar brackets. C.Fastener strength should exceed or be g equal to that of the allowable load of the w77)859astensolar.com Usystem.See test data at C. Verify that roofing material has been Installed www.ecofastensolar.com 2 2 MATERIALS correctly prior to Installing solar attachment W A. Attachment Bracket 3. Sealant(if required by roof manufacturer): 6000 Series Aluminum(choose one) brackets. A to be roof manufacturer approved. 3.2 INSTALLATION fr, 4. Aluminum counter-flashing 1.CP-SQ-Slotted A Comply with architectural drawings and project ik 5.Aluminum attachment bracket 2.F-111-A engineers recommendations for location of Q 3.P-3-CSK system.Comply with Manufacturer's written in- stallation B. DESIGN REQUIREMENTS: 1. Bracket spacing to be recommended by 4.SCL-101.3 stallation Instructions for installation and layout. Q 5.L-102-3' project engineer. 6.•L-102-6' 2. Install a minimum of two fasteners per 7.Z-101 base plate. 8.Comp Slide 3. It is important to design new structures or 8.Custom assess existing structures to make sure that '' they can withstand retained loads. 877-859-3947 EcoFasten Solar`All content protected under copyright.All rights reserved.10/09/14 4.1 EcoFesten Solar products are protected by the following U S Patents:8,151,522 B2 8,153,700 B2 8,181,398 B2 8,166,713 B2 8,146299 B2 8,209.999 132 8,245,454 B2 8,272,174 82 8,225,557 B2 3/8" * A L 46 SERRATIONS in 1 4 1 7/8" R1/16" 1/4" b0 — 3/4" r— 1/16"1 R.005 -----,, R.010 - 2XR.01 Oc 60.00° 0 3/8"-.002 1/8" .X= +/- .1 \/ 7/8"X 82° DE AIL A SLE 3:1 .XX =+/- .01 .XXX=+/- .005 289 Harrel Street pip Morrisville, VT 05661 SCL-101-3 Toll Free Phone 1.877.859.3947 MATERIAL: u1 F coFasten Solar® Toll Free Fax 1.888.768.9994 6000 SERIES ALUMINUM web www.ecofastensolar.com e-mail info@ecofastensolar.com SCALE:1:1 1/6/2012 SHEET 1 OF 1 Pioneer Valley PhotoVoltaics Cooperative POLICY DOCUMENT #9 Current version adopted by the Board of Directors on April 28, 2011 INSTALLATION CREW OPERATING POLICY This policy applies to all PV Squared employees in Massachusetts, but is particularly directed at those involved in the installation of solar electric and other renewable energy systems (licensed electrician, learner/apprentice electrician, licensed constructor supervisor, supervised carpenter and laborer). When engaged in this work as an employee of PV Squared on a py Squared project site, activities of PV Squared employees are covered under the General Liability Insurance maintained by the Cooperative. It is the intent of this policy to provide clarity to installation situ tions where the applicable codes and regulations are unclear, ambiguous, or site t. It is possible that a municipal building or electrical inspector could interpret the cod s and regulations in a manner that differs from what appears here. But this policy sets ut, in writing, how the cooperative interprets legal work requirements and unclear deta ls. It is an internal consensus working model, intended to be revised and improved f om time to time. As a general matter, a city's or town's Building Commissioner is charged with enforcing the State Building Code, Plumbing and Gas Code, Electrical Code and Architectural Access Code. The commissioner addresses concerns about the safety, ac essibility and security of construction of homes and businesses. The commissioner also enf rces zoning bylaws. In accordance with Massachusetts General Law, employees of thecooperative who perform electrical tasks and activities must hold a Massachusetts journeymen's electrician license or be under the direct supervision of such licensed personnel. These tasks and activities include installing electrical wiring, conduits, apparatus, devices, fixtures or other appliances for carrying or using the electricity associated with Renewable Energy Generators (electrically active solar photovoltaic modules, wind turbine-generators, hydroelectric generators, etc.). In no circumstances shall the Massachusetts licensed journeymen have more than one learner or apprentice working with him/her or under his/her sup rvision. Mounting structures come in a variety of configurations and have iffering functional and physical characteristics. A structural component or assembly b comes associated with electrical work as the Renewable Energy Generator is electric lly bonded to the mounting structure. Unless otherwise noted in M.G.L. c.143 §§3 through §560 inclusive, all structural work defined as follows shall not be required to be performed by a Massachusetts licensed journeymen electrician: • Structural improvements • Elements of a Renewable Energy Generator's support structure that fall under a building permit (e.g., assembly of top-of-pole mounting structure on steel pole with concrete foundation prior to execution of any required electrical bonding of the support structure and associated renewable energy generator (solar electric module) to the support structure Policy # 9 Installation Crew Operating Policy Pioneer Valley PhotoVoltaics Cooperative POLICY DOCUMENT #9 Current version adopted by the Board of Directors on April 28, 2011 • Roof-top mounting support structures including but not limited to posts, stand-offs, flashings, feet, and mounting rails • Operation of heavy equipment involved in moving, hoisting, digging and other tasks • Earth work, excavation and concrete work • Manual labor involved in moving loading and unloading of equipment • Moving, hoisting, and attaching an electrically bonded panel assembly (defined as one or more assembled and electrically bonded solar electric modules) to an existing structural support designed to host the panel assembly. Note however that construction of a panel assembly is an electrical task due to the required electrical bonding activities. Repair and Servicing of Installed Equipment Repair or replacement of an electrically bonded and/or energized renewable energy generator (e.g., installed solar electric panel) will be performed by a licensed electrician or properly supervised learner or apprentice working with the licensed electrician. Replacement of an installed inverter must be performed by a licensed electrician or properly supervised learner or apprentice working with the licensed electrician, if the work requires removal of AC and/or DC conduit and associated wiring that originates outside of the installed inverter (e.g., removal of external AC conduit and wiring between the inverter and point of interconnection with the on-site electrical service). Note that this activity may require a wiring permit in some local jurisdictions. This requirement also applies to the servicing of an installed inverter that involves replacement or repair of components and wiring internal to the pre-manufacturer inverter (i.e., factory installed components that were originally shipped with the inverter) even though such activity may not require a wiring permit. Replacement of an installed inverter may also be performed by a qualified technician who may or may not be a licensed electrician or properly supervised learner or apprentice working with a licensed electrician if the inverter is of a "plug and play" design. Such a qualified technician can also performed other tasks that include installation and servicing inverter-based performance monitoring systems (e.g., replacing internal communication cards, making "plug and play" ethernet connections, etc.), assuming these activities do not require creation of a new AC power source circuit to operate the communication system(s). Policy # 9 Installation Crew Operating Policy Non Electrical Work at a typical PV Squared installation: • All Material Handling tasks o Module prep and moving o Ladder lift set up o Ladder set up o Trash/recycling removal and sorting • Structural Improvements o All carpentry work • Roof Mount Array o Fall protection anchor setup and removal o Layout and mounting bases o Racking up to but not including"bonding/grounding related activities" o Leveling of racking o Sealing seams/patching roofing/additional flashing • Ground mount array o Site work, earth moving o Trenching/digging o Construction of racking up to but not including "bonding/grounding related activities" • Conduit run o Making holes in structure o Fire blocking, sealing penetrations o Stickers • Power Board o Build wall, hang plywood o Stickers • Interconnection o Stickers • Monitoring o Wifi options o Any"plug and play"devices o Programming of monitoring devices o Computer based activities • Installation completion o Final building inspections o Install pictures- See checklist o Update one line and roof drawings to reflect as built o Completion checklist o Notes for others o COC left onsite • Misc o Truck Organizing o Material List, ordering o Daily check-in o Customer interaction and training activities