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25A-139 (8) 42 BATES ST BP-2017-1148 GIS#: COMMONWEALTH OF MASSACHUSETTS Mao:Block:25A - 139 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-2017-1148 Project# JS-2017-001946 Est.Cost: $73920.00 Fee: $329.00 PERMISSION IS HEREBY GRANTED TO: Const,Class: Contractor: License: Use Group: PIONEER VALLEY PHOTOVOLTAICS 103150 Lot Size(sq. H.): 61855.20 Owner: NORTHAMPTON MONTESSORI SOC INC 'Conine: URB(100)/ Applicant: PIONEER VALLEY PHOTOVOLTAICS AT: 42 BATES ST Applicant Address: Phone: Insurance: 311 WELLS ST - SUITE B (413) 772-8788 Workers Compensation GREENFIELDMA01301 ISSUED ON::4/13/20170:00:00 TO PERFORM THE FOLLOWING WORK INSTALLATION OF 75 PV MODULES ON THE SOUTH FACING ROOF OF THE SCHOOL 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 Signature: FeeTYpe: Date Paid: Amount: Building 4/13/2017 0:00:00 $329.00 212 Main Street, Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File# BP-2017-1148 APPLICANT/CONTACT PERSON PIONEER VALLEY PHOTOVOLTAICS ADDRESS/PHONE 311 WELLS ST-SUITE B GREENFIELD (413)772-8788 PROPERTY LOCATION 42 BATES ST MAP 25A PARCEL. 139 001 ZONE URB(IO0)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid (/ Building Permit Filled out �````�j��t��*'C} t9 Fee Paid J Tvoeof Constructiop;, INSTALLATI OF 75 PV OO a. -S ON THE SOUTH FACING ROOF OF THE SCHOOL New Construction Non Stmctural interior renovations Addition to Existing Accessory Structure Building Plans Included: (honer/Statement or License 103150 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFOWATION PRESENTED: tecpproved 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 rex Signa we of Building Official 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. • \ Versionl.7 Commercial Building Permit May 15,2000 .�0\. Nv Department use only nj City o"Northampton Status of Permit 2 mut$uilding Department Curb CuVDrtveway.Pe P 212 Main Street Sewer/SepticAvailability Room 100 WaterlWell Ava$Glity �,� , 'Northampton, MA 01060 TWO Sets of StrtwWrat Plane ph e 413-587-1240 Fax 413-587-1272 Plot/Sde Plans _ Other Specify APPLICATION TO CONSTRUCT,REPAIR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 PrcoerN Address. This office section to be completed by 42 Bates Street, Map A64 Lot /3/ Unit Northampton,MA 01060 Zone Overlay District Elm St District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Northampton Montessori Society,Inc. 51 Bates Street, Northampton, MA 01060 Name(Print) Current Mailing Address: .(413) 586-4538 //�Signatu - ,..%.,c,,,,..%.,c,,, }. t w d�(CSC-1i elePhone 2.2 Authorized Agent: Pioneer Valley Photovoltaics Cooperative .311 Wells Street, Greenfield, MA 01301 Name(Print) Current Mailing Address: // /✓- (413) 772-8788 Signature L t"'7 — - Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building $35,271.00 (a) Building Permit Fee I 2. Electrical $38,649.00 (b)Estital '.. ConstructionmatedTofrom Cost(6)of 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection - - - - -- --- 6. Total=(1 +2+3+4+5) $73,920.00 Check Number (3a 9#V This Section For Official Use Only �raa'' Building Permit Number Date Issued Signature: Building Commissioner/Inspector of Buildings Date Version1.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations 0 Existing Wall Signs 0 Demolition 0 Repairs 0 Additions 0 Accessory Building 0 Exterior Alteration 0 Existing Ground Sign 0 New Signs 0 Roofing 0 Change of Use❑ Other 0 Brief Description Installation of 75 PV Modules on the South-facing roof of the school. Of Proposed Work: SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly A-1 0 A-2 0 A-3 0 1A ❑ A-4 0 A-5 0 1B 0 B Business ❑ 2A ❑ E Educational 0 2B I 0 F Factory 0 F-1 0 F-2 0 2C ❑ H High Hazard 0 3A ❑ I Institutional ❑ I-1 0 1-2 0 1-3 0 3B ❑ M Mercantile ❑ 4 0 R Residential 0 R-1 0 R-2 0 R-3 0 5A ❑ S Storage ❑ S-1 0 S-2 0 5B I ❑ U Utility ❑ Specify: . . M Mixed Use ❑ Specify: S Special Use ❑ Specify: '.. COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE Existing Use Group: Proposed Use Group: Existing Hazard Index 780 CMR 34): -, _ Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(sf) 1' 1=r 2n°.. . 2m 3rd 3rd 4m 4'" Total Area(sf) Total Proposed New Construction(sf) Total Height(ft) Total Height ft 7.Water Supply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public 0 Private 0 Zone Outside Flood Zone❑ Municipal 0 On site disposal system❑ Version1.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 760 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: Not Applicable O Name(Registrant): Registration Number Address Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): • Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number • Signature Telephone Expiration Date 9.3 General Contractor Pioneer Valley Photovoltaics Cooperative Not applicable ❑ Company Name: Christopher Krezmien Responsible In Charge of Construction 311 Wells Street, Greenfield,MA 01301 Address � ,L .(413) 772-8788 Signature ��/ 444 Telephone Versionl.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled m by Building Department Lot Size - - • Frontage Setbacks Front Side L: - R: L: R: Rear Building Height Bldg.Square Footage . . Open Space Footage (tet area minus bldg&paved i parking) #of Parking Spaces • Fill: •• • (volume&Location) _._ .. • __ - _ __- ___ A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DON'T KNOW O YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW O YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DON'T KNOW 0 YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained 0 , Date Issued: C. Do any signs exist on the property? YES 0 NO 0 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 0 IF YES, describe size, type and location: E. WII 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 O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Version1.7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes 0 No 0 SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT l Northampton Montessory Society, Inc. as Owner of the subject property Hereby authorize Pioneer Valley Photovoltaics Cooperative, LLC to act on my behalf, in all matters relative to work autho ' ed by this building permit application. err -.-011111110.. :a Ja /4.7 Signature of Owner Date Pioneer Valley Photovoltaics Cooperative, LLC _ as 9waee/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 penury. Philippe Rigollaud Print Name Signature of Owl /Agent Date SECTION 12•CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable 0 Name of License Holder.:Christopher Krezmien '.CS-103150 License Number 85 Van Nuys Road, Colrain, MA 01340 06/20/2017 Address Expiration Date /) z (413) 772-8788 VV Signature Telephone SECTION 13-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25C(6)I 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 0 C lie i. . -, otic/ a k o,_-_s/ Office of Consumer Affairs and Business Regulation _ 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration -- Registration: 140077 Type: Private Corporation _ t Expiration: 9116/2017 Tee 270458 PIONEER VALLEY PHOTOVOLTAIdS 0.9 PHILIPPE RIGOLLAUD 311 WELLS ST SUITE B GREENFIELD, MA 01301 - =_ - <1,-,-.-7--_--,:::<;,'Update Address and return card.Mark reason for change scar o 20M-05/11 -- ❑ Address ❑ Renewal ❑ Employment 0 Lost Card &-Ze`ew . ea/!/frwimac4aids gZ2‘ Office of Consumer Affairs&Bmisen Regulation License or registration valid formdividd use only tExNE IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration:..140077 Type: - Office of Consumer Affairs and Business Regulation ecia pirahon 9116/2017 Private emporafmn 10 Park Plaza-Snide 5I70 Boston,MA 02118 PIONEER VALLEY PMOT ,. ,_._#, COOP PHNPPE RIGOLLA[8] 311WELLS STSUITE B - ate,^_ sof- v GREENFIELD MA 01301 - Undersecretary Not valid witho VMassachusetts -Department of Public Safety Board of Building Regulations and Standards CanatruUisn$uprn . License:fS-103150 CHRISTOPHER'S 85VANNVYS RIC iWWF s Colrain MA 01340 jam.--L/6r'¢,.)l iu Expiration Commissioner 06720/2017 • AR CERTIFICATE OF LIABILITY INSURANCE DATE T/3m WDOITY 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 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 LOxTACT Linda Powers NAME: Webber & Grinnell PHONE (g13—)SB6-011lFAX .1113)586-6181 LLEXADDR 8 North King Street IE$$:1pE owers@webberandgrinnell.com INSURER(S)AFFORDING COVERAGE NAIC n Northampton MA 01060 INSURERAHDI Global Ina. Co/Energi INSURED INSURER a Markel Insurance Company Pioneer Valley Photovoltaics Cooperative, Inc. muses c:Inter'1 Ins. Co of Hannover/Energi Attn: Kim Pinkham INSURER 0: 311 Wells Street, Suite B INSURER B: _ Greenfield MA 01301 INSURER F: COVERAGES CERTIFICATE NUMBERMaster Exp 1-2018 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. MR ADOLISUBRI POLICY EFF POLICY EXP I LTR TYPE OF INSURANCE IXSD WVD' POLICY NUMBER IMMDDRIYYI (MMNO/YYYTI; WAITS $ COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,DOD,000 TO A I CLAIMSMADE X OCCUR I DAMAGE-MADE 100,000 RENTED Ea $ 'EDOCR000291217 1/1/2017 1/1/2018 MED EXP(My we person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENL AGGREGATE LIMIT APPLIES PER: - GENERAL AGGREGATE $ 2,000,000 X POLICY JPOECT LOC • PRODUCTS_-0OMPDPAGG $ 2.000,000 OTHER: I $ COMBINED LIMIT AUTOMOBILE • $ 1,000,000 (ES A _ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED K SCHEDAUTOS LED EAOCR000241217 1/1/2017 1/1/2018 BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS K AU PROPERTYDAMAGE $ AUTOS (Per accident) undenneured motorist BI spit $ 100,000 • X UMBRELLA(IAB ,X OCCUR I EACH OCCURRENCE $ 3,000,000 B EXCESS UAB CLAIMS-MADE I AGGREGATE $ 3,000,000 DED I X RETENTION$ 10,000 EXA0E000241717 1/1/2017 1/1/2018 $ WORKERS COMPENSATIONPER DTH. AND EMPLOYERS'LIABILITY VIN X STATUTE I ER ANY PROPRIETOR/PARTNER/EXECUTIVE EL EACH ACCIDENT $ 1,000,000 OFFICERMEMBER EXCLUDED? N/A A Iles.describe NH) —L RNOCR000291217 1/1/2017 1/1/2018 ELDISEASE-EA EMPLOYEE 1,000,000 DES RIP ION under _ _. . . . . DESCRIPTION OF OPERATIONS below EL.DISEASE-POLICY LIMIT $ 1,000,000 C Commercial Property CPR17E174800 1/1/2017 1/1/2018 Business personal property $1,750,000 Insulation $350,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) • CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE FOr Informational Purposes Only THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Linda POWERS/LMP c- .__, .-+ U,a-) ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025/mum) The Commonwealth of Massachusetts tF 10_k!/. Department of Industrial Accidents e 6ic�_ 1 Congress Street, Suite 100 =ie'= s Boston, MA 02114-2017 -.we- � www.mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Leeibly 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): 1.0 I am a employer with 45 employees(full and/or part-time)' 7. ❑New construction 2.0 I am a sole proprietor or partnership and have no employees working for me in g. ❑ Remodeling any capacity.[No workers'comp insurance required.] 3 I am a homeowner doingall work myselfworkers'comp.insurance 9. El Demolition Q Y [No p required] 4.0 I am a homeowner and will be hirin tractors to conduct all work on m . I will 10 Building addition g con y property ensure that all contractors either have workers'compensation insurance or are sole ILO Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.0 1 am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑Roof repairs These sub-contractors have employees and have workers'comp.insurance.] 6.0 We are a corporation and its officers have exercised their right of exemption per MGL c. 14.0 Other SOLAR PV 152,§I(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees If the sub-contractors have employees,they must provide their workers'comp.policy number. 1 am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: HDI Global Ins. Co/Energi Policy#or Self-ins.Lie.#: EWGCR000241217 Expiration Date:01/01/2018 lob Site Address:42 BATES STREET City/State/Zip: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 S1,500.00 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. Ido hereby certify under the pains and nalties of perjury that the information provided above is true and correct. Signature: Date: 03/17/2017 Phone#:413-772-8788 Official use only. Do not mite in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): I.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 4“."..4• MSN - NEW CAMPUS / Northampton Roof mounted PV System B(1) ululul111I�I�IJIJIJ11111I .Y ias o=— Original Campus Owner: Northampton Montessori at 51 Bates Street Society, Inc. „t„ , Owner contact: Susan Swift, head of school ,s !coy , nus Phone: 413-586-4538 e-mail: susanswift@ northamptonmontessori.org Site Address: 48 Bates Street, Northampton, MA 01060 System B Size: 24.75 kW-DC PV Array:(75) Hanwha Q.Cell QPLUS L-G4.2 330 on portrait on 5 rows of 15 modules New Budding t 42 Bates Streeet PV System on Roof Mounting: Ironridge XR100 Racking System on L- feet on Quick foot bases Roof Structure: Engineered Trusses spaced at 24" ! �i O.C. See attached Plans and Engineer's Letter. { - Roofing Material:Asphalt shingles. PW Truss Terss Type 'bb IPN INorthampton MA 16050002J MO1 MONOPITCH 40 1 ___. 11 I .Loo Xerrence142_81 unrersal Forest Products.`.8319.NC 62.Burlington,NC 7640 s Mr R 2016 MTA Indus-Ines.Inc.Wed Sep 211315022016�Page 1. ID.PodZeozwc8dskYU ZAdgOZKODm-ESe4s24119ipOMNA OCSVhrkBP)(IkaJ5L50aO, hd 4811.0 5-1612 14-11-9 3080 j�11r0 6811-0 5-10-12 �.--- - -90-13 1 _.. )A9 i�d11-8 / 1566 scale=1164 i 350162 154311 6 9 31ns. x x6-2 .. -a iii_ 1 t 53113 I �� 460 346' 41 "nl 5.12 3- 11 20 • ty31166 / i✓ / �19 I6.xt4M1XMe_ p Vii_ nM 6462666= 13 5612 Wu 64S-2 366-8 I SOU 9-11-9 _ 199) _ 2946 _..._ 9-11-9 . 1 _._ .4314 1 _... 9815 _. . 6 0 Pate Offsets(XYF 138240.1123(1004004-01111p10.0-481612:0-7-0 048),I1B0-300-0-6L 113:5-120-2-81 LOADING Ips!) SPACING- 2-0-0 CM_ DEFL in (Mc) VWell Lid PLATES GRIP TQL 40.0 1Plate Grip COL COL 115 1C 0.93 Vel(LL) 0611112 >582 240 M120 197/144 TCOL 150 (Rost Snar-05.0 Lumber LumbDOL 1.15 BC 084 VM(TL) -11511-12 >208 180 1.4T2OHS 148/108 Rep Stress MV YES WB 0.95 Hc(TL) 018 10 Ne Ne MTISHS 192/144 ecu 90 RPl201 BCDL 150 ) Coda_. -.. IMatru-MI WInyLL) 0154112 >999 360 Wegll[166p R-4°5 LUMBER-CHORD TCHORD TOP CXIXiD TSPE No 21Ex IS TOP CHORD Rigd cang&ctlyapohe&wily oc 6111-1¢owl na.except end uatit'ak Ti1.SP 2100E210DE 18€ CHORD 2ig0.4 St136KtIYeppleda9d3¢deemg. CHORD 246 SPF N 2 EcE WEBS 2Pwa St 1/3 p15 110.313 WEBS 244SPFSPN•Exodpl• W2'. SP 28.6 OTHERS 2,6 SPE No 2 REACTIONS. Ib,vm) 13=21920-58(min.0314),10=2189-7}58 (min.04-2) Max Harz13228(LC 7) Max Lp14113-79LC 8),10=108(LC 6) Max Gm 132487(LC 16).10=261QLC 2) FORCES. (lbl-Max CompJMax.Ten.-Al Ipee5250(IS)or less exeWt when shown IOP CHORD 2-3=4026/135,34=4559990,4-5 -7383903,56=-5956702.6.17=-806013.7-9=986/221,)-3=351/14.2-13=199183. 8-10=898/164 BOT CHORD 13184-1130/0139.12-186-1112/6064,I2-19=118017351,11-19-1162/2444.11-M-018/4619 10204-8(56/4652 WEBS 3.12=0/1279.512=413(2335-11=-1923/426.7-11.-1311042.7-10=-399/595.3-13=-5945/848 NOTES" 1)Wind ASCE 7-05.90mph.TCDL=51ps1:BCDL=50pst n=24X:Cat.IV.Exp B.enclosed:MWFR3( and C-C Exleniaba (2)zone;end vertu'KA and nC texpo edC for members andform 8 MAERS icy reap :W s shown:. OOL=1 fgnp DOUA plate bJ1.33 2)TCLL'.ASCE 7-05:PI�00 pal(fat roof snow).Category IV:Exp B:Pate.;Exp:061 1 3)Unbalancedsnewlwds have been considered la Nae design 1, 4)This MASS has been d0ig N for greeter G mm MY Irve bad of 200 pg a200 limes Gal rod bad of 400 psi on overhangs nmcmNnM with other live bads. 5)Al pates are 3I20 dates unless otherwise indicate]. 6)Teia W6s haS Peen dinged lora 100 PSI.Mdpn chat live bad nenaxxunee with any other live loads 7)'BPMoea elangs)13. t 1ececnsbeb5 parallelpl 10 of truss VBIUS to bdunnnrg-70014170/Tangle to grain 1pmul8. Bu'rying designer should wady ep9UY Cl haeme 5ulbce. mechanical g plate capable of vndicwl2 n9100lb uplift atpm(s)13 except 048110=108. 9)Thiswas is designed in accordance with the o concentrated Building Code section 230.1 and referenced a scandal MISVTPII. '.. 10)This tis has been designed M a mcveg concentrated bad of 250.gb live and 40018 dead located at all mid panels and at all panel points almg the 1, Bottom Chord,wreunenlvith live and dead bads. 1115em6ng10 piltl'-0reexs/MI Wing heels'Member pep fixity model was used in the enaNsie end de69n dims tens. LOAD CASE651 Standard xis g, PRES3E3 m NL 9 1 .en_9 �U)o,'gctsTE9� 4- exs,Dy,4 etc, .tr, e.8/ x .rnn °r .. , ets e,dt,m<° entr <n..m wro ... .sa..anu„h..° .• s ..,4 Job--- Truss Incas Type _.- _... Ota :Ply Northampton, MA 7 V 60P 0002JP 5531 j M01SGE GABLE 4 • 1 lino Reference(optional) �{ 15 NC 192..Burlington.NC --- 7 610 s Ano 222016 Inc Wed Sep 21 1315:04 2016 Pagel IDPoblZeozwCBdskYU_ZAdgOzKDym E52ynyXclrtIPS4% B075JL¢MYfa5eHytPti iit 5-1Q 13 11-19 22.7.8 Dao 11 5-10-12 1 _ _Sala 17-8-0 7-4-6 aapa R,e 3. sea=n.BB S33------:' / fl ? 402 H. ;Inumessiong.,1010e I, IP- i • 9�r N 2 42 cue mimes, 14.,= 0.: Is 4414Cm It 14 9-11 9- 19-9-7 296615 3pa0 44H 1 85 6 Plate Onsets WO-1120-7-0%0-5-41.11202.800-31.114aN006121.1110-3a-7-6I _., _______ M(i LOAGx-11 SPACING- 2-0-0 CSL OEFL TCLL 400 In (qc) W PLATE9 GRIP(RONSndrJO-0) n PleleGnp COL 1.15 TO 0gVp >643 Pm ULL) -05511-12 >643 240 M 197/144 TOOL 100 Caer DOL 1.15 BC 0022 Venal) 40911-12 >325 180 MT76 S 148/1 BELL 00 • Rep Shins Ina YES WB 0.90 1 METE) 0.15 10 Na Na MT10ISH5 1971144 BCCL 150 code IBC24YlP12007 (Maly) Wnd(LL) 02711-12 >999 369 Weill:186 lb FT=4% LI$ ER- BRACING ' TOP CHORD 218 SPF No 3'E1cgf TCP CHORD Structural wood sheathing directly applied or 1-10-10o0 Weans, exCepl end reniub. T1'.2k6 SPF 2100F 1 BE BUT CHORD rapd ceiling directly arolled of 5.2-14 cc deong BOT CHORD 236 SPF 2100F 1.8E WEBS 1 Raw al mipt 5-125-11 WEBS 2x4 SPF N)2'Except' 2 Rows at 1/3 pis 7.10 W2:948 SP No I,6/3:214 SPF 2100F 1 BE OTHERS 2f4 SPF NO2'Except' 9L1.bb SPF Not REACTORS. (lb/size) 1432181/0-5-8(Olin 04-15).10=2188/58(min.0--) Max Hnl4=291(LC 22) Max Lghtl4=-101(LC 23).10 -463(LC 20) Max Gev14=3132(LC 14310e2543(LC 13) FORCES. lb)-Max.Comp/Max.len -All forces 250(11c)or less except when shown TOP CHORD 2.3=87533231.34=95732868.4-5-]506/1340.56=7999..2934,6-7=-55851674,753247/1988,2-14=30411060,840=-482/161 BOT CHORD 1442=356/1142.1342=15]61]7/.1343=-11725951.12-43e-1247/6443.12-44=356919508,114434159/8439.11-45-2034/5768. 1045E-836/4924 WEBS 3-12-1407/2355.532-1853/1794,511=2617/1173.7-Il 6€41326.7-10=-4717/1122.2-13-2096.9595.313=-1584/792 NOTES 1)60nd,ASCE 7-05: M.ph: oTCba=50m1:BCDL=5f he24h,Cat IV:Exp B.endow MWERS lbns xe)and C-C Exzone.noe(2)zone.end vertical left and rght exposed:CC for members end forms A MWTRSRS for reactions sham:Leader PA=169 plate gnp DOL=1,33 2)Trues designedforvend bads in the planed too buss only. FIX studs exposed le wind(normal to the face).see Standard Industry Gable End DaaiS as aAS a omult=400 nos building designer as pa ANSI/EC 1. 3)TCLL.ASCE7-05;loads have roof snow):Category IV,Exp B:Partially EW.:Cle11 4)Unbalanced d s dads have bean mydme]for this design. 5)This tams has been designed for greater of min rod live load of 20 0 pato(200 trees Pat roof bad of 400ps1 M overhangs rIMCMcunent valh other Ove loadl 8)Al plates are MT20 plates unless otheuese indicate!. 7)Al plates are 1.5x3 MT 20 unless otherwise indicated 8)Gable studs spaced at 20-0 oc. 9)This nss has been dmgned for a 100 pal bottom Mord live load ncmmnornenl with any tare love dads 10)surfaceg al lont(s)14.10 cansders parallel to grain value using ANSVTPI t angle to gain forme/la. Buidng designer should vedy capacity of beano 111Prmlde sbenal28l Wnneotm(by others)d truss to basing plate capable vnlhslerdrg 100 lb usAr at referenced sls)except(11=16114=1010,10=4i3 12)This truss lacholed in gMdance nM the 2009 International Building Code se2M 23061 end MHen6C standard AdatVIP/1. 13)This truss has been dmgwd for amdnrg concentrated bad of 250 wd live and 40.013 deed located al all mid panels and at all panel pants along the Bottom Chord.concurrent with eve and dead loads 141T13s truss has been designed fora total drag load of 8900 Lb Lumber CCL a1 33)Pate 9{p DOL3(1,33)Gannett!mss 10reset drag bads along NACU Mord from 0-0-0 to 30-0-0 tor 266.7non. 15)fSe i-ngd pitSLReks including heels'Member end fixity model was used in the analysis and design of this truss r' -sN LOAD CASSIS)Standard A i wHN u ff c r 6"° 43029 i m q v r'OIS TE ly 8$ABhIK E>P • per!wen]s a Nrki 14.e•mgtmn ,4.14414.24 tbeS2 km r 244.2.4 2.44.1.24 n lcry.rnm an!Ma s r rm.ern and lx corn v<M >� 2 o ,Truss Trus.vce C111NT._ _1 L 1 • II16050002J IM02 - IMONOPITCH 11 I 11Nonhampton MA UMve Forest Products.56316 NC 62.Burlington NC 760106 Aelpr 222016 MI6 Industries,IncWed Sey DP Page • ID PObleozwCBOskYU UNgOKDp -aNFzyzCAyEE0 SOI4b Se PDFYo02M16P • _. .1-9-14 -) 5-10-12 _ 11-9 22 2-1- 30.0.0 y0/16.11.0 FYoOUW%a h 5-9-141012 --* 9613 d1 0- 5 sb -0 _�� ax 2,4 a ! s� I I *— _ 4 v0. 4 .xa ____----42< e.10— jh aaetT �t ,moi/ 010__ $. II _� �,s_ qty/"� ,a.el ,_ ilii —II- 7114 PT s. A] , Ea 1 7122 IrrieHS2 2 83),z 9-11_9_ _ 99-] _ 2966 1 9- 1-9.__ - ) 99N i 9815 6 0 Plate ph 1%Y} [11:02-020-4-81/2 2D]D,OaeL1130.11941<1_-_ — TCLL 1S) • SPACING- 2DJ1 i TCLL 400 CSL pFFL In lecl g UO PLATES GRP C 0 61 Venn) -0.56 11-12 >634 240 AfT20 19E144 IRDSnow--40-0) Repe9esNL YES Malnx 98 H0 EILL) O161L12 +969 3W MT81.15 197/144FT 7- TCAL 150 Lumber dal 115 BC 081 VerETLI 11-12 5333 180 .4120-15 148/108 Rep Stress Inv YES WB 098 t BNLecii 150 Code IBLXYJ]/IPIXq] 11 eight LIMBER- TCP CHORD OM SPE 2100F19E'Ex yTOP l' TOP CHORD &odor&weed ap gdin.Vly applied or 2-9-2¢punire,except end roNcsh T3--276 SPF Not BOT CHORD MOcelirgerectctlyly applied 964 a OMEN. BOT CHORD h6 SPF 2100F 18E WEBS 2REM a1113 p15 7-11),313 WEBS 24 SPF No.2'Except* W11:276 SPF No 2 W3 2x10 SP 2400F 2OE REACTIONS. (1Iobs) 10=2113/0-68 (mm.0-3-12).13=2610/0-56 (mm.0-4-14) 11 Max Hors 13.2356G7) ' Max Up4F102-99(LC 6).13=4441LC 8) Max Gra✓10=2403(LC IS).13=3100(5C 16) FORCES, (10)-Max.Comp.Max Ten -All(aces 250(10)or less mmpl wMn SI1OMI I TOP CHORD 14=320/12]0,2-3-265))8.3-4=-6804596-0.5-0]10/)10.56=-56)4/631,6-)=5529/650.]A=819114.8-10=493/165. • 2-13=-10661227 SOT CHORD 1}P=850/4961,12.1) 33/4985,12-18=-1062885,1148=1043/69)8,11-19=7527/4316.1419=61543)8 WEBS 3.1240/1615511280)7260.5-11=1730)379 ]-11=-90/1514,]-10=4165645.3-13=6218563.1.13=-11021329 HOTEL 11 Wnd ASCE 7-05,90fnptt,TCOL=5 Cpl,BC11L=5opst.h=24f,Cal IV,Exp B.enclosed,MASERS I W:nse)and GC Eter 2)zone.end venial left and ng#1 exposed)CC for members and forces lb BIWTRS for reactions shown.Lumber DCL=160 plate grip DOL=133 7)TCLL-ASCE 7-0 ,,PMO Opsi Mat Not snow).Calepxy IV;Exp B.Penally EW CHI 3)Unbalanced snow loads have been considered forms design. 4)This truss has been designed for greats of min roof live load c4 20 0 psf or 2.00 times flat roof load M400 psi on oemengs non-concurrent with ober live I E1/21685)A6 plata are MT20 plats unless othe a Ndiuled 16)This truss has been designed tor a 10.0 pl bottom diad bye tad nglwignrent win any oter live loads r))Bearing at pint(s)13 cons ders parallel to at value usng ANSMPI 1 angle 10 gain formula. Building designer should verify Capacity of Peanng surface l 8)PNNW mechanical connection(by dhere)5 IN5510 bee/ng plate capable of wnhsta ding 1 O lb uplift el oint(s)10 excepl 040113=144. 9)Beveled plate or shim required to provide full bearing surface with truss chord al 0n0)10. 10)This Puss is designed in accordance MN the MH International Building Code sectio;2306.1 and referenced standard AUS1?PI 1 110 The puss has been designed for a moving concentrated load of 250.016 live and 400lb dead located al all mid panels and al all panel punts along He Bottom Chord,Wnounent YOH lice and dead/cads. 12)'Seminod pntllbreaks including heels'Member end Ealy model was used in the analysis and design of lie truss i LOAD CASES) Standar ( JCN \ PRESLEY y aver 9 1 6ru .'122, /m �p 55 I .(1 e 6s‘spNAle n.....: am au ser n ,==i.. w rz+am.ere .0 mrr : .d r.ere res sx♦ .avnM�.., •• x __ -- -� ' t. • Q PL S L- A 13O-34O Q.ANTUM SOLAR MODULE -- The 0.=:1.'tUN', solar module 0.R' I ;:4.I with power classes up to 340 Wp is the strongest module of its type on the market globally. Powered by 72 Q CELLS solar cells 0 H IS L-G4.1 was specially de- signed for large solar power plants to reduce BOS costs. Only Q CELLS offers German engineering quality with our unique triple Yield Security. LOW ELECTRICITY GENERATION COSTS .I Higher yield per surface area and lower BOS costs thanks to higher power classes and an efficiency rate of up to 17.4 %. P INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields,whatever the weather with excellent low-light and temperature behavior. ENDURING HIGH PERFORMANCE ill Long-term yield security with Anti-PID Technology', Hupp RESEARCH I QCELLS i Hot-Spot-Protect and Traceable Quality Tra.QTM. TOP BRAND PV YIELD voomn LIGHT-WEIGHT QUALITY FRAME '. 2015, High-tech aluminum alloy frame, certified for high snow(5400 Pa)and wind loads (2400 Pa). A RELIABLE INVESTMENT \Pnmmr.I1 02115 Inclusive 12-year product warranty and 25-year linear Her wmwie.e performance guarantee'. =°"l° '3 ' APT test conditions.Cells at-1000V against grounded,with conductive me- tal foil covered module surface,25°c, THE IDEAL SOLUTION FOR: 6ah sn zu oo Qoru Fu 2 see data sheet on rear for further pffli iRmS information. MECHANICAL SPECIFICATION Format 78.5 In x 39.4 in x 1.38 in(including frame) ,,,a,,,� (1994mm x 1000mmx35mm)Weight 52.9 lb(24 kg) S- Imom_ r Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass with anti-reflection technology "�_ °vm_ •4-.......4.0,;;••N.l Back Cover Composite film _, sta ,..o Frame Anodised aluminum . � �, Cell 6 x 12 0 ANTUM solar cells • Junction box 3.354.13 in x 2.36-3.15 in x 0.59-0.67in(85-105mm x 60-80 mm x "i""^`�" "" _f 15-17 mm).Protection class a IP67,with bypass diodes 11 Cable 4 mm2 Solar cable;(+)24724 in(1200 mm),(-)247.24 in(1200 mm) 4F,,.,._' W Connector Amphenol H4 UTX,IP68 ''e_,T T•]_a.� ..,D�,Ta3T...u-: ELECTRICAL CHARACTERISTICS POWER CLASS 330 335 390 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC'(POWER TOLERANCE+5 W/.0W) Power at MPPH PI., IWI 330 335 340 Short Circuit Current' Is. IAI 9.49 9.54 9.59 E• Open Circuit Vottage' Vre ryl 46.55 46.81 47.07 f Current at MPP' I., [Al 8.91 8.97 9.03 Voltage al MPP' V.. [V] 37.02 37.33 37.63 Efficiency, 11 1%1 216.5 x168 217.1 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NOG' Power at MPP' P.. 1W1 244.7 248.4 252.1 • Short Circuit Current* I. (Al 7.65 7.69 7.73 e Open Circuit Voltage' V. NI 4344 43.68 43.92 .£ Current at MPP' Iw (Al 6.99 7.04 7.09 Voltage at MPP* VI., WI 35.01 35.29 35.56 if Wim'.25°C,speceu m AM 1.50 'Measurement tolerances sTC±3%:NOC a 5% '800 WIm',N GCT,spectrum AM 1.5 G 'typical valu¢actual values may differ O CELLS PERFORMANCE WARRANTY PERFORMANCE Al LOW IRRADIANCE p" iiv T- =.v --- At least97%ot nominal power during _ I WETS r - im..+.+..,...�..... i first year.Thereafter max.0.6%degra- dation per year. - w �-! At least 92%of nominal power after - / • -__. lOYears- Atleee183%of nominal)tower after r . r . 'r-- - 25 Years. a All data within measurement tolerances. w' w m ® m ® Full warranties in accordance with the ac LI - mnlyterms othe 0CEus sales IRRmeeoewe 5 lb 15 BD 9 we. torr organisation of Your rescenive country. T7pma module performanceIne,anee conditions m comparison to a �.n.>mabn.rmm+ria STC conditions 75C, ender $ TEMPERATURE COEFFICIENTS Temperature Coefficient of 1. a 1%/NI +0.04 Temperature Coefficient of Vw, A [%/NI -0.29 d ld Temperature Coefficient of Pn„ y 1%/91 -0.40 Normal Operating Cell Temperature NOV Ill 113 x54(45 x 3'CI PROPERTIES FOR SYSTEM DESIGN Maximum System Voltage Vsys [VI 1500(IEC) 1000(UL) Safety Class II Maximum Series Fuse Rating IA DCI 15 Fire Rating C/Type 1 5 Max Load(UU1 [IM/R'1 75(3600 Pa) Permitted module temperature 40°F up to+185°F XI an continuous duty (-40"0 up to+85°C) Load Rating NU' (lbs/ICI 330600 Pa) see installation manualli a QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION i IEC 51215(Ed.21aEC 61730(Ed.1).Application class A Number of Modules per Pallet 29 This data sheet complies with DIN EN 50380. Number of Pallets per nee Container 22 Pallet Dimensions xWx H) 81.3 x 453 x 46.9 in AVE C E c��us (2065x 1)50x 1190mm) „y„„ Pallet Weight 1671 lbs(758kg) NOTE:Installation instructions must be followed.See the installation and operating manual Or contact our technical service department for rather information on approved installation and use Of this product o1/. �.-: IRONRIDGE XR100 Rail • See Description / Length i Rail Sectbn Properties Property Value Total Cross-Sectional Area 0.582 in' .66 Section Modulus (X-axis) 0.297 in3 .46 Moment of Inertia (X-axis) 0.390 in' -- -- Moment of Inertia (Y-axis) 0.085in' Torsional Constant 0.214 in' Polar Moment of Inertia 0.126 in' 1.99 APPROVED MATERIALS: 2.44 600546,6005A-T61, 6105-T5,6N01-T6 12.343 (34,000 PSI YIELD STRENGTH MINIMUM) .58 1 1 .25 Clear Port Black Pad Description/Length Material Weight Number Number XR-100-132A XR-100-1326 XR100, Rail 132"(11 Feet) 7.50 lbs. XR-100-168A XR-100-1686 XR100, Rail 168" 14 Feet) 6000-Series 9.55 lbs. Aluminum XR-100-204A XR-100-2048 XR100, Rail 204"I I7 Feet 11.60 lbs. v1.1 2:4/1„,:,,,. . IRONRIDGE XR100 Bonded Splice 400 XR-100 RAIL • / 12.0 $011: , Li.41 O XR-100-SPLC-BD 11 KIT, XR100 BONDED SPLICE 6 1) Splice, XR100, Mill 12" long 2) Screw, Self Drilling ,%\\\\7 1:4 \ - 63. - 1.93 31 I,Q� - jIRuar 0.42 .15 y 93 #12-14 TYPE"B"THREAD Property Value Property Value Material 6000 Series Aluminum Material 300 Series Stainless Steel Finish Mill Finish Clear v1.o 3/8" . S A Lim 46 SERRATIONS Co i l �I J T :1-q- ---.. I H 1 7/8" R1 /1 6' 1 /4" ro 3/4" r 1/16" 1 R.005 ' R.010 (( II 11 2X R.01 U 4 60.0000 0 3/8"-.002 Y111r 1 /8" .X = +/- .1 N/ 0 7/8" X 82° DETAIL SCALE 3:1 .XX = +/- .01 .XXX= +/- .005 • 289 Harrel Street ^c Morrisville, VT 05661 SCL-101 -3 �r>F coFasten Solar® Toll Free Phone 1.877.859.3947 MATERIAL: L� , I Toll Free Fax 1.888.766.9994 6000 SERIES ALUMINUM web www.ecofastensolar.com e-mail info@ecofastensolar.com SCALE: 1:1 1/6/2012 SHEET 1 OF 1 Qu • kF IOOt PRODUCT GUIDE E> pioded °I COLIC, VieB In tallator l ructions — i. het. xi2 � YMYii ' 11W1 ' I V aosriList i Q eEcoFasten Solar ti QuikFoot— Product Guide Exploded Product View, Bill of Materials: Materials Needed for Assembly O .,,,,rip Item No. Description of Material/Part Quantity ®. 01 QuikFoot Base Plate 1 l hi. Pi 2 Fastener(Length to be determined) 2 I © 3 QuikFoot Flashing 1 Innaaa . ) 4 EPDM Washer 1 5 L-102-3'Bracket*(other options available) 1 Cit 4 6 5/16"EPDM Bonded 18.8 SS Washer 1 7 3/8"Stainless Steel Hex Nut 1 O Ca ris Required Tools Ct wp O c� O r. .cf 35• y'y W g.t • 877-859-3947 EcoFaslen Solar All content protected under copyright.All rights reserved.10)09114 11 EcoFasten Solar products are protected by the lollowino U.S_Patens 81515522028,153 700 B28.161,398828,166.713 B28,146.299 B28209,914 828,2454541328.272.174 B2 8 225 557 B2 r QuikFoot- Product Guide C r QF-l1L-Base I riv ' 2X 0 .331n [8.38mm] 6 &I N I ' IN � ����y 1 .50in r 38.10mm] U / 3/8"-16 Stud E E v QF-M . 1 .5" I 1 QF-Lyy 1 .75" 1 877-859-3947 EcoFasten Solar'All content protected under copyright All rights reserved.10/09/14 3.1 EcoFasten Solar products are protected by the following U.S.Patents:8,151,522 B28,153.700 B2 8,181,398 32 8.166 713 B28.146,299 B2 8,209 914 62 8.245 454 32 8272 174 02 8 225 557 B2 QuikFoot — Product Guide Cut Sheets: QFL-8' 2. R.38in \ [ 9.53mm ] .032in [0.81mm] R3 L) V1 i 12.00in et [304.80mm] Wl w i o11 1 3.00in VP i 76.20mm IJ <72 I -71 71 4 .0 o toedice f'' .50in 8.00in 2.70mm] [203.20mm ] 877-859-3947 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 B2 8.153,700 828.181.398 B2 8.166.713 828.146299 82 8209914 B2 8,245454 B2 8,272.174 B2 8,226.557 B2 1 r' QuikFoot- Product GuideCu: ` gets: BI k&F fpL1 1s SCL-1u1 c L lir 31 3/8" i ea A . i. tit �© 46 SERRATIONS 7r M V,1 1 1 i1 I� — R1/16" 1 /4" ro 0d 3/4" r- 1 /16.. R.005 — R.010 -i I 2X R.Oi ♦'�g/' CD 4 60.00° 0 3/8"±.002 1/8" AW,v 41 \/ 0 7/811 X 82° DETAIL A SCALE 3:1 I 877-859-3947 EcoFasten SolarAll content protected under copyright.All rights reserved. 10/09/14 37 EcoFasten Solar products are protected by the following U.S.Patents:8,151522 82 8,153.700 82 8.181 398 B2 8.166 713 B2 8,146,299 82 8.209,914 132 8.245.454 B2 8 272.174 B2 8 225,557 B2 • QuikFoot - Product Guide Specifications • • • ?trPTGENERA MM,4RY 1.3 SUBMI1 IAL • " A. WORK INCLUDES A. Submit manufactureis written speClfCations. 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 S5. attaches directly to the roof deck. C. Submit installation instructions. C. Fasteners to be compatible with chosen roof z. Provide appropriate bracket and Fasteners D. Submit product specific load test data,showing application and meet specified pull out values l^I•. for the roof system. ultimate and allowable load values specific to as shown in load test data. et ' B. RELATED SECTIONS the roof deck specified for the project. D. Counter flashing is.032gauge aluminum em- 1 Section 07600. Flashing and Sheet Metal bossed to accept shape of stainless steel base I • 2Section 07500.Roofing ._. QUALITY ASSURANCE plate 3 Division 1:Administrative and Procedural Installer to be experienced in the installation of Requirements specified roofing material for no less than 5 years in 1.3 IRNISr' 4Dvision7.Thermal and Moisture Protection the area of the project. 1.2 SYSTEM DESCRIPTION the Bracket is mill finish aluminum I .. 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 within 24 hours of any missing or defective bracket and base plate with(1)stainless stdefective items. PART -EXECUTION : bracket stainless steel nut,(1)EPDM washer Keep material dry,covered,and off the ground until Installed. _ 1 EXAM'NATION wadsher 2. Fasteners Nbonded stainless steel and EPDM A. Substrate:Inspect structure on which brackets PART. PRODUCTS are to be installed and vert thatitwillwith- A.To be of metal compatible with QuikFoot stand r bracket. 2.1 MANUFACTURER any additional loading that may be incurred. T . B. Fasteners should be selected for compat- EcoFasten Solar® ibiliTy with the roof deck 289 Harrel Street, Morrisville,VT 05661 B. Notify General Contractor of any deficiencies �. C Fastener strength should exceed or be (877)859-3947 before installing EcoFasten Solar brackets. equal to that of the allowable load of the www.emfastensolar.mm /t_ ] C. Verify that roofing material has been installed system.See test data r.co 2 MAI L-RIALS correctly prior to installing solar attachment www.emfastens0lar_com A. Attachment Bracket brackets. 3. Sealant(if required by roof manufacturer): 6000 Series Aluminum(choose one) to be roof manufacturer approved. 3.2 INSTALLATION '`+ e Com with architectural drawings andproject .r *'^""sy 5. Aluminum attachment bracket 2. F-111-A engineers recommendations for location of -+, 3.P-3-CSK system.Comply with Manufacturer'swrittenin- ,#.1.7, B. DESIGN REQUIREMENTS'. 4.SCL-101-3 .� stallation instructions for installation and layout. 1. Bracket spacing to be recommended by 5. L-102-3" project engineer. 6.L-102-6" 2. Install a minimum of two fasteners per 7.7-101 base plate. 8.Camp Slide 3. It is important to design new structures or 8.Custom • assess existing structures to make sure that • they can withstand retained loads. J 877-859-3947 EcoFasten Solar All content protected under copyright.All rights reserved.10/09/14 4.1 EcoFasten Soler products are protected by the following U.B.Patents:8.151522 B2 8.153.700 82 8.181 398 82 8.168.713 B2 8,146.299 82 8.209.914 B2 8245.454 82 8.272.174 B2 8.225.557 82 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 PV 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 situations where the applicable codes and regulations are unclear, ambiguous, or silent. It is possible that a municipal building or electrical inspector could interpret the codes and regulations in a manner that differs from what appears here. But this policy sets out, in writing, how the cooperative interprets legal work requirements and unclear details. It is an internal consensus working model, intended to be revised and improved from 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, accessibility and security of construction of homes and businesses. The commissioner also enforces zoning bylaws. In accordance with Massachusetts General Law, employees of the cooperative 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 supervision. Mounting structures come in a variety of configurations and have differing functional and physical characteristics. A structural component or assembly becomes associated with electrical work as the Renewable Energy Generator is electrically bonded to the mounting structure. Unless otherwise noted in M.G.L. c.143 §53 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 Wif 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 .Qu4 a� 4 0 PV Squared Solar(wwwpvsquared.coop Phone:413-772-87881 Far 413-772-8668 311 Wells St,Ste.e j Greenfield,MA 01301 •4, so`� MA Elec Lic.AI3764 MA WC 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 entities. 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, Adam Thurrell Operations Manager r ____ A 4 roof overall 624" } ------ 15" 4 4 array 594" t 4 15 Open [-feet on Ecofasten Quikfoot bases attached ""„'11""11I to roof structure with(2)GRK RSS 5/16"x3-1/8" Array Start Point 111111111111111 fasteners, staggered and spaced TYP.@ 48" - 3)/4" 111111111111111 4i4 Li See Note#1 ��������������� 00,RIE",E 111111.11.111111 - - e ROOF/ARRAY REFERENCE PLAN I -/ 2 " /- 226" / + '3- INITIAL BILL OF MATERIALS � Yr PART[ MAKE&MODEL: NOI 1 2� S. 1L _ _- -_r- - - �- - - —` RAIL 17 Ironridge CLEAR ECOFd5@pOaLC . 30 35 SPLICES Irovtlge%R100 20 m MODULES OPLUSL-64.2330 75 I• Y— I - = _ III_ PROJECT NOTE S Array sr point centered in Sol In laUng roof. 2. Exact ocation of structural members to be [-Feet facing DOWN verified on site. everywhere EXCEPT bottom 3. 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Roof materiel is asphalt Shingles ® \ ti_ ti - : J D + IIlr - and MSN - SYSTEM B ---4:- ' NEW CAMPUS Site: 42 Bates Street Northampmn,MA 01050 i �-!:- -I- _ - _' --� - -- Gl - - _ p-- — de Array Layout - - - NO 00000 I Date- 03(22/2017 ),i, _, __- Designer es : 1 Ir nr tige .�o err,h, I e 31/4" DwgDesi�mmn �3/ls'=l�n'IPrint Site. n'.n' / Revisiontt Date SHEET.(1/1) , II A-01 Engineered Trusses @ 24"O.C. / �jra/ 0/44•(e/A7 /'&/a. S ! /3-�7 City of Northampton Building Department 2 / plan Review PV S(�UBf @C� d �� 212 Main MA 01060 (py� aw ,L , ,�nd� P�nne� / Northampton. 311 Wells Street ante Greenfield MA 01301 i 41317 8728 L.g @pvsquared coop