Loading...
17D-081 (18) I GARFIELD AVE BP-2019-1001 GIs#' COMMONWEALTH OF MASSACHUSETTS MV-.Block: 17D-081 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL 042A) Category: SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit# BP-2019-1001 Proiect4 JS-2019-001065 Est Cost'$500000 Fee: $75.00 PERMISSIONIS HEREBY GRANTED TO.- Const. O.Const.Class: Contractor: License: Use Group' PIONEER VALLEY PHOTOVOLTAICS 111266 Lot Size(so.ft.): 22346.28 Owner: PIONEER VALLEY HABITAT FOR HUMANITY Zoning: URB(100)/ Applicant: PIONEER VALLEY PHOTOVOLTAICS AT. 1 GARFIELD AVE Applicant Address: Phone: Insurance: 311 WELLS ST - SUITE B (413) 772-8788 Workers Com sensation GREEN FIELDMA01 301 ISSUED ON:3/26/2019 0:00:00 TO PERFORM THE FOLLOWING WORK.-ROOF MOUNTED SOLAR, 14 PANELS 3.92 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: OB: 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 3/26/20190:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner City of Northam tan _ Building De artm ��EV s�a"5 i 212 Main tr Room 00 Northampton, A 0 060AR 2 0 2019 { phone 413-587-1240 ax 3-587-12702 h tY APPLICATION TO CONSTRUCT,ALTE Q A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This miction to be completed by office Map es= Lot a gz Unit 1 Garfield Ave, Florence MA 01062 zone Oveday District Elm St.Dlsbld CS District SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT 2.1 Owner of Record: Pioneer Valley Habitat for Humanity Inc. PO Box 60642,Florence MA 01062 Name(Print) Cuned Mailing Address: (413)586 5430 See attachment A Telephone Signature 2.2 Authorized Agent: PV Squared 311 Wells St.Greenfield,MA 01301 Name(Pdnl) Cunni Mailing Address: 413-772-8788 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION CO3T8 Item Estimated Cost(Dollars)to be Official Use Only completed bpermit applicant 1. Building 1,500 (a)Building Permit Fee 2. Electrical 3,500 (b)Estimated Total Cost of Construction from 8 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) "6�7 5.Fire Protection 6. Total=(1 +2+3+4+5) 5,000 1 Check Number 3 This Section For Official Use Only Date Building Pemut Number: Issued' Signature: (✓L-.JC r^'-r� Building Commissioner/Inspector of Buildings Dale buildingpermits @ pvsquared.coop EMAIL ADDRESS (REQUIRED; EITHER HOMEOWNER OR CONTRACTOR) S4 U,4 Q ��O PI/Squared Solar)www pvsquaredcoop Phone:413-772-67881 Fox.413-772-8668 311 Welts St.,Ste.B I Greenfield,MA 01301 +���. .o`' MA Elec.Lic.AI3764 IMA NIC 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. Itis 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 Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning 'Ibis column to be filled in by Building Deparunem Lot Size Frontage Setbacks Front Side L: R:. LL_ _. Its. Rear Building Height Bldg.Square Footage 1 % - Open Space Footage % (Iut area minus bldg&Paved ar4in #of Parking Spaces FiIC volume&Laxation A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO © DONT KNOW O YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO © DONT KNOW Q YES O IF YES: enter Book '. !i Pageli and/or Document#'I B. Does the site contain a brook, body of water or wetlands? NO © DONT KNOW © YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained © Obtained O , Date Issued: C. Do any signs exist on the property? YES O NO O 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 Oi 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 5-DESCRIPTION OF PROPOSED WORK(check all acnllcablel New House ❑ Addition ❑ Replacement Wintlows Alterations) Roofing Or Doors ❑ Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks [p Siding[O] Other[ED) Brief Description of Proposed msauation ofreukig sysmoifor solar PV Work: Alteration of existing bedroom_Yes_No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet Ga.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? I. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance tone attached? h. Type of construction i. Is construction within 100 a,of wetlands?_Yes No. Is construction within 100 yr. floodplain_Yes No j. Depth of basement or cellar floor be low 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 Ta-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Megan McDonough, Executive Director for PV Habitat for Humanity, Inc as owner of the subject property PV Squared(Pioneer Valley Photovoltaics Cooperative) 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 Print Name 1/8/2019 Signature of Owrrer/Agent Date SECTION 8•CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Nam,of License Holder: License Number Daniel Gomez Gonzalez Cs-111266 Address Expiration Date 43 Hatfield Street , Northampton MA 01060 03/14/2021 Signature [ Telephone / 413-772-8788 8.Reciletered Homs Impreyerri CorNallti Not Applicable ❑ Christopher T Krezmien Company Name Registration Number Pioneer valley Photovoltaics Cooperative 140077 Address Expiration Dale 311 Wells Street , Greenfield MA 01301 Telephone (413) 772 8788 09/15/2019 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....... No...... ❑ The Commonwealth of Massachusetts Department oJoIndustrialAccidents ! Congress Street,Suite 700 Boston,MA 02114-2017 w mmehass.gov/dia wll'orkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Pleas Print Legibly Name (Business/Organization/Individual):Pioneer Valley PhotoVoltaics Cooperative Inc. DBA PV Squared Solar Address.311 Wells Street, SuiteB City/Slate/Zip:Greenfield MA 01301 Phone#:413-772-8788 Arc you an employer". Check ibe appropriate has; Type of project(required)'. Il am a retriever with 48 cmployccs(full and/or Patient)ient) 7. ❑New construction 2.❑lam solepmpromr or partnership and have no employees working for me in 8. Remodeling any capacity.(No workerscom,insurance required I 31 am or.hruinwxamr doing all work myself[No woM1crs'eoinP insurance requirul) 9. ❑Demolition 4.❑1 am a Immeowner and will be hiring contractors to conduct all work on my prepor, 1 will 10❑Building addition ensure that all contractors tither have workers'compensation insurance or are sole 11.E]Electrical repairs or additions propdcmrs ,,in no employees. 12.❑Plumbing repairs or additions 5 lam a gapesd contractor and l have hired the subcontractor,listed on the attached sheer 13.❑Roof repairs These subcontractors have employees and have workers'comp.insurance. 14.QOther Solar PV fi.❑We arca),andoeprimitive and its urdle have exercised Meir rigln u platy nri p per MCL a — 152,$1(4),and we have no employees.[No wrurkus'comp,insurance rcquircdd `Any applicant that checks area 41 must also fill out the section below showing their workers'compensation policy information. I Homeowners who submit his affidavit indicating they are doing all work and then hire outside contractors most submit a new affidavit indicating such. If tractors that check this area must mrsched an additional sheet showing the name ofthe sub-contraction and sate whether or not those entities have employees. if tb arbom.aaetomhaveemployees.theymus revenue here workers rump.policy number. I am an employer that is providing workers'enmpensation insurance for my employees. Below is the policy and job site information. Insurance Company Name'.Ohio Casualty/Liberty Policy q or Self-ins.Lic.N:BKS57072282 Expiration Date:01/01/2020 Job Site Address.i Garfield Ave City/State/Zip:Florence MA 01062 Attach a Copy of the workers'compensation policy declaration page(showing the policy number and expiratmed date). Failure to secure coverage as required under MGI.a 152,§25A is a criminal violation punishable by a fine up to S 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 thet r t e of s rad penalties afperjury that the information prowded above is true and correct. Si nam . Date: 1/8/2019 Phone N:413-7 -87 8 OJrcial use only. Do not write in this area,to be completed by city or town official City or Town: PcrmttlLicease b 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: Phoned: ATTACHM ENT 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. Megan McDonough October 18,2018 Sign ure Executive Director Pioneer Valley Habitat for Humanity, Inc. io'.rcl ane Acrc m of Fee s of Garfield Ave,Florence,MA—October 1,2018 City of Northampton ••" ' Massachusetts • Z DEFMT11fiMl OF BUILDING ZNBFNCTIONB 212 Nein 6trwt *Municipal Building • '..f spun, 101 01060 Debris Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. The debris from construction work being performed at: 1 Garfield Ave, Florence MA 01062 (Please print house number and street name) Is to be disposed of at: No debris (Please print name and location of facility) Or will be disposed of in a dumpsler onsite rented or leased from: /(Company Name and Address) ///. , _ / Daniel God Solar "VCCI_-N__1A/Ux PV Squared Solar Signature of Permit Applicant or Owner Date If,for any reason, the debris will not be disposed of as indicated, the Applicant or Owner shall notify the Building Department as to the location where the debris will be disposed. City of Northampton Massachusetts D&PART!ffiiT OF BUILDING INSPECTIONS u �' 212 Win St vst • Wnicipal Building ��rf gra NortBaq�ton, W 01060 /tijr:yj1 AFFIDAVIT Home Improvement Contractor Law Supplement to Permit Application The Office of Consumer Affairs and Business Regulation("OCABR")regulates the registration of contractors and subcontractors perfomung improvements or renovations on detached one to four family homes.Prior to performing work on such homes,a c ntmctor must be registered as a Home Improvement Contractor("HIC"). M.C.L.Chapter 142A requires that the"reconsbucbon, alteration,renovation, repair, modemiration, conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owneroccupied building containing at least one but not more than four dwelling units....or to structures which are adjacent to such residence or building"be done by registered contractors. Note:!f the homeowner has contracted with a corporation or LLC,that entity must be registered Type of Work: Installation of a roof mounted photovoltaic system Est. Cost: $5,000 Address of Work: 1 Garfield Ave,Florence MA 01062 Date of Pemdt Application: I hereby certify that: Registration is not required for the following reason(s): _Work excluded by law(explain): _Job under$1,000.00 _Owner obtaining own permit(explain): Building not owneroccupied _Other(specify): OWNERS OBTAINING THEIR OWN PERMIT OR ENTERING INTO CONTRACTS WITH UNREGISTERED CONTRACTORS OR SUBCONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK ARE NOT ELIGIBLE FOR AND DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER M.G.L.Chapter 142A.SUCH OWNERS ALSO ASSUME THE RESPONSIBILITES FOR ALL WORK PERFORMED UNDER THE BUILDING PERMIT.SEE NEXT PAGE FOR MORE INFORMATION. Signed under the penalties of perjury: I hereby apply for a building permit as the agent of the owner: 1/8/2019 Pioneer Valley Photovoltaics Coop 14077 Date Contractor Name HIC Registration No, OR: Notwithstanding the above notice,I hereby apply for a building permit as the owner of the above property: Date Owner Name and Signature �. Commonwealth of Massachusells Division of Professional Licensure Board of Building Regulations and Standards ConstruotiOn ISopervisof CS-111266 Eapires: 0311412021 DANIEL GOMEZaONZAUX 43 HATFIELD STREET NORTHAMPTON MA 01040 Commissioner Office of Consumer Affairs and Business Regulation One Ashburton Place . Suite 1301 Boston. Massachusetts 02108 Home Improvement Contractor Registration Type, supplement carp RegL5lrattlW, 14W77 PIONEER VALLEY PHOTOVOLTAICS COOP Exoirflhon: 99/15/2019 91' WELLSSTSUnE5 GREENFIEM MA 01301 -- Uptlale Atl01es5 TOC fle W m CprO. of 4enfl=maArcmrs b eu5[nFu PupulahPn uOAAF IMFR SIMrl,Lt 0.d .1'pn Regislraflon veltlfor lntliv tlual une only TYPE SW[IleuPol CmO tlelOrP itla lxpll9pnn tldre. 11 buntl lelurn l0 0. 11flaran £.xt11rJS�oM1 IOINA 6o[Su WI A(fai�S anC 9upnvss PC9vin4po 15(IOTr ,t^Itr2C�'- IOPorN Plaaa-SNtP 5170 r C':1V Oil' all; 0psron M p911fi n / I wltho t gnzture l ,CerSL Can' ACC>RH CERTIFICATE OF LIABILITY INSURANCE °"E'MMMO18 ,2/2912(1,e 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),AUTHORMED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. Iffin, MScate holder lsan ADDIT AL INSURED,timpoft(las)musthaNADDITIONAL INSURED Provisions or beandoraed. M SUBROGATION IS WANED,subjeetto the term.and Comilda,s of Me policy,certain policies may maulm an endmfament A statement on this CerMRcale does not cedar right,W the cadMute holder In lieu of suds endomament(s). PRODUCER NAME Linda Poaem.CRIS Webber&GMneII (413)59&0111 Nu: (413) 6-6481 vlbxE 8 Nodh RIO,Street IlOCREEgL,'ebbemndprinnall.mm INSURE .)AFFORDEM COVERAGE NAIC. Nommunpion MA 01090 EaA: ONTO CewMryll-iberty 24074 INSURED INSURER a: ChM BEOUrhylLiberiy 24(182 Pioneer Valley PhowVollalca Coapera9m,Inc. INSURER C! Condnanml Indemnity(AIVI AM:Kim Rimnam IN RM D: 311 MMIC Soon.Suite B INSURER E: Greenfield MA 01301 INSURER F: COVERAGES CERTIFICATE NUMBER: Master Expl-202(1 REVISION NUMBER: THIS IS TO CERTFYTHATTHE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUEDTOTHE INSURED HAMEDABOVE FORTHE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OFANY CONTRACT OR OTHER DOCUMENTWITH RESPECTTO 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. LTR TYPE OF INSURANCE Wmi PCIX:Y NVYBE0. I PO�OFF MMTO MMNWYYYYI LIMITS X COWMCPLGEXEMLL MLIW EACH OCCURRENCE E 1'003'OOD CWMSAPDE ®OCCUR PREMISES $ MED EXP(Any me f A BI(S570)2202 01MC2019 011002020 PERSONAL AADV INCA. $ 1.000'0oo GENL AGGREGATE LIMIT APPLIES PER: GENER AGGREGATE $ 2.000,000 POLICY❑JECT LOC PRODUCTS.CCNP/OPAGG 3 20X.00O OTHER: f AUT°MOeILE LIABILITY ( ABINEO SINGLE LIMIT S 1.000.000 x .Y. BODILY INJURY(Par Pon✓') $ B OV ED SOHEOULED BASS702282 0110,M019 0110112020 RODIN INJURY(Per eocmY) $ AUTOS ONLY AIDS HIRED NON-0 O OFE GE 3 AUTOS ONLY Am06CN.Y $1K.11 $1KDomp I1MerInBUmE mMOTIBt BI 3 300,000 uueREuww. OZ"&" 3.000,000 GCCUR EACHCCCURRENCE S A P%CEse LJA9 CLMMSMApE US057072282 0110112019 01MI12020 AGGgEGATE f 3,000,000 OED WORXEgSC01PEXbiMN PER DTH' AND EMPLOYERSLIABILITYTA ER ANY PROFRIETCNRMINEWISECUOVE YIN EL.EACHACCIOFNT S 1'W3'000 D OFMCERIVEBBERE%CLUOED? O NIA WCITBDMYR 01101/2019 OI1O1M020 III M Nm EL.NSEASE-EA EMPLOYEE IS 1'000'000 `wda ice umer 1low. 00 CESCRIWmNOPCPEMTIONSbebx Duumn.EL.OISB-PPea ISYLIMIT E BuslnessPorsPmpeny $1,750.000 A Commerclel PrapaM BK55]0]2282MYR 01101,2019 01MIM M Inslsllalion $50,000 TranBponation $75,000 DESCRIP ONOFOPEUTBIL°CAMNS/VEHICLEB IALMO101,AOEllbntl Remsb SNMW.meFbeticM1H Xmom Fpceb,pulM) WcAeys compenmaon ncludes Ma.CT,and NY CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATOX DATE THEREOF,NOTICE WILL BE DELIVERED IN EvlbenCe of Insurance ACCORDANCE WITH THE POLICY PROVISIONS. AUTNORUED EBPRESENTARYE '/A I Iu- 01988-2015 ACORD CORPORATION. All right,reserved. ACORD 25(2016103) The ACORD name snd logo am m9lstered marks ofACORD SQU44 iddEhhh Habitat -1 Garfield, Florence a A,� •�r � yo Roof mounted PV System Owner: Pioneer Valley Habitat for Humanity i Owner Contact:Megan McDonough Phone:413-586-5430 O e-mail: meean pvhab'tatore - Site Address: 1 Garfield, Florence MA -- 01062 System Size:3.92 kW DC PV Array: (14)Canadian Solar 280W in portrait as two rows of 7 units on the roof south side. °""` Mo ntin : Ironridge racking on L-feet on ro, Ecofasten Quick foot bases g C� Roof Structure: new structure 34 degree pitch engineered trusses @ 24"O.C.See PE Letter Roofing Material: asphalt shingles Shipping Summary DATEO]IPAGE t REG.QUOTE GATE / I ORDER# 180328032389)-1 r7n ORDER DATE 07/31/18 GLOW# 1803238913-1 UPC BelChertown, LLL' DELIVERY DATE 08108/18 CUSTOMER ACCT# COWNNAMt 155 Bay RoaQ PO Box 945,BOIcM1ertmm,",01007 DATE OF INVOICE / / CUSTOMER PO If 42591 Phone:413 3M-7247 Fez:4133=5257 ORDERED BY Peter Van Duran INVOICE# UFP ORDER It TERMS SUPERINTENDANT SALES REP BRan Tetreaun JOBSITE PHONE If (413)549-0001 SALES AREA Massachusetts/ Cowls Building Supply JOB NAME:PV Habitat for Humanity LOT If SUBDIV: i 125 Sunderland Road PO Box MODEL: TAG: JOB CATEGORY: Residential North Amherst,MA DELAVERYINSPRUCTIONS: ° (413)549-0001 Brice 413-369-4046 PV Habitat for Humanity SPECIAL INSTRUCTIONS: 1 Garfield Ave. *Based on 5/29/18 plans.*Main house trussed and porch 8 shed conventionally framed.-14-heel per e Florence,MA 01062 request and plans.*2x6 Top Chords per plans. BY DATE BUILDING DEPARTMEN OVERHANGINF HEEL HOOK 01-0208 REM"YOM REO.ENGINEERING OUOTE BRT OTl2Bn8 Root Trusses sxD cuT REruee LAYOUT 1 1 PLUMB NO GABLE STUDS 241N.OC JOBSITE 1 JODSTE 1 CUTTING I BHT 07/26118 ROOF TRUSSES LOADING oL.a uaw am6ss Ix a ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) 38.0 INFORMATION ,1500A.m.0 r 1.00 PROFILEOTY PITCH TYPE BASE O/A LUMBER OVERHANG CANTILEVER STUB Height Weight PLY T ID SPAN SPAN Tap T 1 LEFT wort I IEFr RI T LEFT RIWT ® COMMON 13 9.00 0.00 T01 2400-00 2400-00 2%62%10102-08 01-02-08 09-04-01 1663.76 T01 NOTES: Engineering Notes: �y r !0 (50 rgLl 6. anee u6 0 N 8e81e u n el. piM(IIWIMAp. z 400 oa0 To1GE zaoa-ao zaao-aa zxs zx4 otaz-0e of-m-re 09-04-04 314.84 T01GE NOTES: Elgineenrp Notes: N ! Y!B 8 OI SO a!(18rIB e. ansa mYa n 0 emU N66061na Y0i 01m menlnM. 1 Total Roof Wt: 1998.70 ITEMS OTY ITEM TYPE SGE LENGTH PART NUMBER NOTES IT IN 16 1 Literature SCSI-B1 Summery Shea 10230 Commentary and RecommeMe4uns iw Handling.InmalliN Bracing Neral Plahe Cannecau Wood Trusses Order Number:81 WARN11 d]031125 t 1it021ure BCSIE35ummary Sheet 10230 Permanent Ra6trairvannong of Chords& Web MembeN Order Number:BMEBl IX1707WW 1 Literature Too.Drawing Packet 10230 Truer Droeing Packet 1 Literature Truss Placement Plan 10230 Truce Placement Plan Total OTY: 15 W_ L T, JUAN) �s RALE5-IIIP'RA Bi RUClui t 21 ISI • 1 8 0 3 2 3 8 9 ) — 1 • 1� 02/2019 ss ss yCa 1Gmowf Ave.Flux-W 1803230311 101 COMMON 13 1 Job Relarerre IOolimall q WIVMaI Fwm PrWu[is demow,y.UFP2W2p p105q Yp BMiN�ndu¢Nm.IM f2HJJ 31 ,QK. u Pge1 ID:fykLHCOJa_EBSPzTSU_ZCyyu&ISe�ItNMU5a81gCailkm_bWeG%4HDWaLGONmeOumysVPP -t-3d Bd0 1'100 t800 2400 3 1-6 600 800 09-0 800 1-2d Srele=158.a 600 t2 5 zG 8x8. 21 24 4 6 $t16G 4 25 5x6 4 i 2 6 11 s 27 'd 4,12 11 3m 5x6- 402 It 61-tz A." z400 61.tz 7-00� Plate OBsets(X V)- 12r0E-10.00-21 14:Odf10-481 I6:Od0 0+81 189E-10 0-0.21 D0:0-3-00. I TLCLLI�(035.0 SPACING 2-0-0 CSI. DEFL in floc) Acted Ud PLATES Battle (Roof Snox=35.0) Plate Gtlp DOL 1.15 TC 0.57 Vert(LL) -02110-11 X999 240 MT20 1971144 TCDL 15.0 Lumber DOL 100 BC 0,75 VefQCT) -0.31 10-11 424 180 BCLL OD • Rap St.. nor VES WE, 036 HondCT) 0.06 8 n/a We BCDL 10.0 Code IRC4l5RPI2D14 Marx-MS Weight:1301b F7=4% WMBER- BRAT TOP CHORD 24 SPF No.2 TOP CHORD Structural wmtl sheathing directly applied or 4-2-ft do purlins. BOTCHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 100-0oc bracing. WEBS 2x4 SPF No.2 MRek ccNatStebilizers antl SLIDER Left 2x85P No.11-11-12.Right 2x8 SP No.11-11-12 be Installed tlutlna truss erection,in aaor�tlenco wfth Stebllluf InStaIMWn ulde. REACTIONS. (IW9ze) 2=1561/10EE (mm.02-7),8=156110-5E (min.0-2-7) Max Horst=176(LC 10) Max UDIi12=-346(LC 11),8=-346fLC 12) FORCES. fib)-Max.Comp.IMax.Ten.-All brcea25D(lb)or lessexceptwhen drown. TOP CHORD 2-0=-251177,3-20=48261401,4-20=17921401. k21=-18161424,21-22=-14571424, 522=44441424.5-23=1455/428.28-24=-1488/428,6-24=-1627I428,6Q5=-0793/401, 7-25=48211401 BOT CHORD 2-11 X50/1392,1146=1631998,26-27=-183598,10-27=-1631998.610=249/1378 WEBS 4-11=-4581225.5-11=421/806.5-10=-2261613,6-10=4591226 NOTE& (8) 1)Wind'.ASCE 7-10tVu1t=117mph(3-econd gust)VasdhS2mpht TCDL4Opr;BCDL�Opaf;fft ;Cat.II:Exp B;enclosed; MW FRS(envelops)gable end zone and C-C ExImor(2)-1-2E to 1-9E,Interbrfi)1-9-8 to 9-0-0,Ex amion(2)940 to 12-0-0. Intestinal)15-04)In 22-2E zone;C-C bf members and bees 8 MWFRS bi reactions shown;Lumber DOL=1.60 plate gdp DOL=1.60 2)TCLL ASCE 7-10;PF--35.0 psi(flat roof snow);Category II;Exp B;Padlally Exp.;Ci=1.1 3)Unbalanced snow loads have been considered for this daiign. 4)This truss has been designed ter greeter of min roof Ilve load of 160 Dsf or 2,00 times flat roof load of 350 per on overhangs nen-conourrent with other Ilve loads. 5)-This truss has been designed for a live bad of 20.0pef on the bottom chord In all areas where a fectangle 3-d-o wit by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0051 6)Provide mechanbl connection(by others)of truss to bearing plate eatable a withstanding 346 to uplift at joint 2 and 346 b uplift at Joint 8. 7)This truss is designed in accordance wit the 20151ntemational Reaidendal Code sections R502.11.1 and R802.102 and referenced shoulak ANSI/TPI 1. 8)Additional 5 PSF added to TCDL for future FV and/or when panels.Panels must be baled onto roof trusses In a uniform manner. W LOADCASE(S) Standard �pThOF 4114 JUAN J. RAL ESIII SIRUC1U1 21 IST 0 j SSgJNALEL 0210 12019 88 IW YwY re too x,e FIdeKn,10MP 1,00 1B]3]39W-1 i01GE GPBLE 2 1 JobWoverna odN1 P unx.nal Fwml e 19s6nra2 zq eMiarinu Mp.lnc lve JU at lssl.mzge 1 O:fYkLHC.Ie_EB6PeTeU_ZCyyu8.15-WO_2L Jmps3WAWIONiR34GpOM_iXYMOIEIX?9ys�/PB t-2d 12DG 2600 2s28 21 d 12L0 F 12L-0 1-2d' &61 Smle-1575 BCp t2 9 6 it fla G axe. 6 12 5 13 581 s 3 is 1 16 Sees II 26 0 25 25 24 23 22 21 X 19 19 389 II 5x8= 2400 2 P t Ofh IXV�- 129-5-140011604-00 1It Y0d-00-451116OE-id04Zl f2103U 0-3-01 LOADING(prof) SPACING, 2-00 CSI. OEFL in (lac) Ildefi Vd7MT20 S GRP TCLL 5.0 pyte Grp Oct- 115 TC 012 VeDfLL) 0.00 16 nlr 120 1911144(Roof Snar--35.0) Lumber DOL 1.00BIG 003 Ved(CT) -0.00 16 Nr 120 TCO- 15.0 Rep Stress Il YES WB 0.27 HOR(CT) 0.00 18 nla nla BCDL 0.0 ' CodeIRC2015?PI201d Mai lSTIb FT=4% BCDL 100 LUMBER BRACING- TOP CHORD bilSPFNo.2 TOPCHORD Stmdural wand steeling Sidi applied or BOO oc purlins. BOTCHORD 2x4 SPF No.2 BOT CHORD Rigid calling pun ly applied or 10-0-0oc bracing. OTHERS 2.4 SPF No"2 WEBS T-Brace: 2x4 SPF No.2-9-23 SLIDER Left 2x8 SP WA 1-11-12,Riga 2x8 SP No.11-11-12 Fasten(2 ) T and l braces to narrow edge C web with IM (0.131'x3)nails,Sin o.c_wIN 3m minimum end dlstmoe. B.must cover 90%0 web WngM. MRek rewmid" ds Mat 5taNlizas and required Cross bracing be Ifords etl dudrg truss erected,in accordance wfth Staolixer InsWllatlon aide. REACTIONS. All beedngs 244-0. (lb)- Max Hor,2=Vfl-C9) Max Uplift All uplift 100 Ib w Was at birds)16,23,24,25,26,27,22.M.19 except 2=-110(LC 7),W=-147(LC 11).21=-102(LC 12),18=-128(LC 12) Max Grav All mactlonro 250 to or less at lalnthd 23,26,27,20,20,19,18 except 2=320(LC17),16=320(LC 17),24=331ILC 10),25=293(-C 18),22=331(ILC 19),21=2931C 19) FORCES. (Ib)-Max.ComD/Tfax.Ten.-All forces 250(Ib)INkss exmpt when shown. WEBS 0-24=-291176,7-25=2531100.1D-22=-291189,11-21=-2531102 NOTES (13) 1)WInd:ASCE 7-10;Vult=1 17mph(3-antadl gust)Vnd=92mph;TCDDOpst BCDL=D.OpM;h=Oft,Cat II;Exp B;BnCoesed,, MWFRS(envelope)gable end zone and C-C Corral-1-24 to 2-0-0.Exktlog2)2-d-0 to 9-0-0,Conl 9-0-0 W 12-04, Exterion(2)1500 to 22-0-0 opir C for members and fomes 8 MWFRS b manors shown;Lumber DOL=1 50 plate grip DOL=1.80 2)Truss designed for vend loads in the plane of the buss only. For duds exposed a words(nofmal W the face),aft Standard Industry Gable End Details as applbabW,or consult qualified building designer as per ANSIRPI 1. 3)TCLL:ASCE 7-10;Pf=35.0 psi(list roof snow);Category ll;Exp B:Partially Exp.;0=1.1 4)Unbalanced snow loads have been considered for this design. 5)This Was has been designed for greater of min roof in bad of IED psf or 200 times flet mof load of 35.0 prof on overhangs none ncudent win other live bads. 6)All Dlatee ere 1.54 MT20 unless olhewdse Indicated. W T)Gable morel continuous bottom Cord bearing "- 8)Gable loads spaced at 2-0-0oc. W . I•Irj1 9)-Tris Vass has been designed for a live bad of M,Opst on the bottom Cord in all areas v em a rectangle 3-0-0 tall by 2-0-0we will fit between the bottom Cord and any other members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100n uplift n John)18.23,24, 1 `I^•\ 26,27,22,20,19 except(h=1b)2=110,20=147,21=102,18=128. JUAN J, 11)This buss is designed lnaccordancewlMthe2015 International Residential Codesections 8502.11.1 and R902.102and Ir0j HA/E 5-Ul -It" � referenced standard ANSVTPI I. SIRUC1 UI dg/,b�aZS.:Atl 4Vnel permanent and sWbulN bracing for buss system(not pad of this Component design)Is always required. 21 paB latinar 1E��C TF11T /2 02/0/2019 (S�' � mqa YGa 1' tlAve.Khv�xAfk II19943Y81-1 T"CIE WtlLE 1 JW Raierema LaPlbn�_,,, n UmwwL ve�mcamr«m,Lw� as13a R�S6 axl8.x mdewam6 xm Lm lame" zme=rpz IDSYkLMc0.ie EBSP TW}CyytlBJS ✓zZJ'RPRABN21t�eyC'AThRVfPib4lSmys+Yi 13)AUtlitlonal 5 PSF atltled b TCDL for fuWro PV enNPr solar panels.Palxla muFl De ImtleO onro roof wasas in a uniform manner. LDADCASM)SWd OUTW wues'un f,,, ti SiftUCaUf 2i 02ta 2019 PROJECT INFORMATION: , OCU4,0 • Owner: Pioneer Valley Habitat for a. �� Humanity • Address: 1 Garfield Avenue Florence, MA .. . qo` • Phone: 413-586-5430 311 YV sews en SV",tteq SWttB 4reenfieltl,Mq p1301 Email: megan@pvhabitat.org amsn®wwn.,m.<oor, alamaxpe System Size: 3.92 kW roe: Habitat • Modules: Canadian Solar CS6K-280M • Rail: Ironridge XR100 sm: 14 eld Avenue • Bases: Ecofasten Quikfoot norenle.Mq • Snow Load: 40lbs gEVI510Ni: • Wind Speed: 117 mph 6ii ROOF STRUCTURE: 34°Engineered Trusses @ 24"O.C. /15ite Plan ROOF MATERIAL ^ un zuM Asphalt shingles BILL OF MATERIALS PROJECT NOTES: CIT PART MAKE MODEL 1. Framing location to be verified on site. 2. Slide rail assembly as needed to avoid 28 Quikfoot Base Ecofasten Quikfoot interfering with splices or bases. 28 Quikfoot Flashing Ecofasten Quikfoot 3. Unless otherwise noted bases are staggered and spaced at 48"O.C. 56 Quikfoot Fastener GRK RSS 5/16"X 3-1/8" 4. Additional or alternative bases may be used 2 Sealant Geocell mlz: Site Plan to meet actual roof conditions. 28 L-Foot BLK Ecofasten SCL-101-3 -- 8 14'Rail BLK Ironridge XR-100-168B M.: 12191 BY G 4 Rail Splice Ironridge %R-100-SPLC-M1 pgTF: mrzp19 32 Rail Clamp BLK Ironridge UFO-CL Sc E: N.Y ie 8 Rail End Stopper BLK Ironridge UFO-STP-46MM-B SIZE. esx11' 4 Rail End Cap Ironridge XR-100-CAP 14 OptimizerT-Bok Ironridge MI-BHW A-01 14 Module Canadian Solar CS6K-280M ISM1ttt 10 11 Roof 406" y sn�V'�q # Trusses 336" ' /' ' 002: Rt" fi Array 276" fir`/// .f w Squares Solar 311 wtlh 51r.,So.B Greenfield MA01301 aamr@mwaran.cooy ai a Job, Habitat 1W-168" 14'(-11(') SRF: 1 GarfiaE Awnue ORorence,MA ry r RwIS1ON5: T O C Engineered Trusses Array centered BETWEEN @ 24"O.C. trusses and rougly centered L-Feet above rail at between ridge and drip edge. 39" - - bottom of array only. Below rail otherwise. mi6: Array Layout vt — _ _ 1 By 13191 �,Ar6"rdy1'-P LdyoUt BY:lJlllle J6 3tl = DAM V14019 Ideal clamp range: SIZE es.n- Clamp Torque: 80 in-lbs 91/2"-13" L-Foot Torque: 250 in-lbs Max.clamp range: Max Span: 71" 91/2"-21" A-02 Max Cantilever: 23" —CS6K-280M Module Specs. Module Size: 65"x 39"x-1 9/16"(40mm) 1z0 -1 -° Jsneee i of 2) snugA Q III a � 10) PV Sai Solar 311 Wells Street,SuiteB GrtenEeld MA 01301 diegnipuaredaoo8 G13nZA B8 JOB: Habitat Sne 1 Gai Avenue Fluent,MA RMSION5'. MILE Module Map FDN#: 12191 Be', IG DATE; 11,019 SCALE: No 51sle SIZE: 8,5"e11' Serial No: E-0 Strings: 1x14 Inverter: (1)SolarEdge SE380OH-US Module: (14)Canadian Solar CS6K-280M (Sheen of 1) it � CanadianSolar A C56K-275 1280 1285 M Canadian Scilar's modules use the latest Innovative *Blackframe cell technology,increasing Module power output and product on be system reliability,ensured by 15 years of experience provided upon in module manufacturing,well-engineered module request, design,stringent BOM quality testing,an automated manufacturing process and 101 EL testing. KEY FEATURES Excellent module efficiency of up to 17.41% 25 linear power output warranty c yea / Cell efficiency of up to 20.0% 10 i product warranty on materials Sean f and workmanship High High FTC rating of up to 90.7% PTC MANAGEMENT SYSTEM CERTIFICATES- ISO 9001:2008 I QaaIx,marx,momi,tem ISO 14001:2000/Standards for er,rommi,mal management Voern Outstanding low irradiance OHSAS 18001:2007/International standards for occupational health&safety performance:96.5% IP67 junction box for long- PRODUCT CERTIFICATES* term weather endurance IEC 61215 IIEC 61730:ME I CE/MCS/JET ICEC AU I OQC UL 1703 1 IEC 61215 performance:Oc Wed(Lou UL 1703:CSA/IEC 61701 ED2:ME/IEC 62716:ME I Tak,w., Heavy snow load up t05400 Pa, UNI 9177 Reaction to Fm Class 1 o wind load up to 2400 Pa !BA riu'lknuilcanmian Solar mlesuip—vttadveforme,ffic ceoncaues amacatuetc me pimducts in me nion in Mum 11. mda-aIcuooe­d. CANADIAN SOLAR INC.is comma recto providing high quality solar products,solar system solutions and services to customers around the word.As a leading PV orciect developer and manufacturer of Solar modules with Over 15 GW deployed around the world since 2001,Canadian Solar Inc.(NASDAQ:CSIQ)is one of the most bankable solar companies worldwide. CANADIAN SOL-All INC. 545 Speedvale Avenue West,Guelph,Ontario Nl K 1 E6,Canada,wwwonadiansolar.com,suppoq@canadiansolar.com ENGINEERING DRAWING(mm) CS6K-280M/1-V CURVES Rear Viers Frame Cross Section A a le r - - NII Mounting Hole s o Is as e m o ab o a as zs m Is ro °. wl� n 1 "� • c - l� • Arm se• ll xo e mal • • ,near, ssc• ELECTRICAL DATA STC MECHANICAL DATA C56K _ 27S M 280 M 28_5 M Specification Data Nominal Max.Power(Pmaz) 275 W 2130W 285 W Cell Type Mono-crystalllne,6 inch Opt Operating Voltage(Vmp) 31.3V 31.5V 31.7V Cell Arrangement 60(6x10) —_ _ _ Opt.Operating Current(Imp) 8.80A 8.89A 8.98A Dimensions _ 16_50x992=40 mm(65_.Ox39.i xL57 in) Open Circuit Voltage(Voc) 38.3V 38.5V 38.6V Weight_ 18.2 kg(Q.1 His) Short Circuit Current(Isc) 9.31A 9.43A 9.51A Front Cover 3.2 mm tempered glass _Module Efficiency 16.80% 17.11% 17.41% Frame Material _Anodized aluminium__alloy Operatic Temperature 40°C-+85'C J-Boz IP67,3 diodes Max.System Voltage 1000 V(IEQ Or 1000 V WQ Cable 4mmz(IEQ or 4 Mena&12 AWG Module Fire Performance TYPE 1 (UL 1703)or 1000V(UQ,1000 mm(39.4 in) CLASS C(IEC 61730) Connector T4-1000V or PV2 series Max.Series Fuse Rating _ 15A Per Pallet 26 pieces,520 kg(t146.4lbs) Application Classification CllA _ Per container(40Y HQ) 72.8_pleces Power Tolerance 0-a5W uneersraneaNTeszcmettlw,zlsrOoltrraaenre etlggwlm=,speswm nm e cane aal vem,emture ers°c. ELECTRICAL DATA I NOCT- TEMPERATURE CHARACTERISTICS CS6K 275 M 280 M 285 M Specification Data Nominal Max.Power(Pmaz) 199 W 202W_ 206 W Temperature Coefficient(Pmaz) -0.41 %/'C _.. _ Opt.Operall Voltage(Val 28.5 V V 28J V 28.9 V Temperature Coefficient(Voc) 41.31%/°C Opt.Operating Current(In p) 6.95A 7.04A 7.12A Temperature Coefficient(Isc) 0.053%/°C Open Circuit Voltage(Voc) 35.1V 35.3V 35.4V Nominal Operating Cell Temperature _45:2 tC Short Circuit Current(Isc) 7.54A 7.63A 770A +Ondn Nominal Opnating Cell TempmaNre MOMImadlanua8a Wlm'r speeoum so 1.5,ambient umphatum a°C,wine Ipea t in' P ERFORMANCE AT LOW IRRADIANCE PARTNER SECTION Outstanding performa race at low i rradiance,average relative efficiency of 96.5 its from an Irradiance of 1000 W/ma to 200 W/m'IAM 1.5,25°C). me specllluaen and my features eexabea in the bMsbett may dream sti91oy and are at guarantee.Our tOa t,an,Innwetlm,,,earth and pro0utt earners c nadan Solar Inc eaeez the right eo make any a]Imtmme to '.. are lntormadon aeurlGtl herein at any dme After naba.plea,aMrysob.l. Memos[re ant version or Na remained,Adam shall be dulr munmoraRa mm Ne binning mntratt made by the paNes gwemina all vanucaons relaud to Ne ,,,mase and sale of prostate eeemb dKaren. caation wrpmfeaamnalu eony.melamnl�lonandhaneong Mpvmoames sense mad the ebmatulsalhaanlaalllation Ins[brvuion:barge using emodule, mature CANADIAN SOLAR INC.August 2016.All rights reserved,PV Module Product Datasheet V5,52 EN AAML IRONRIDGE XR100 Rail See Description / Length Rail Section Properties Properly Value Total Cross-Sectional Area 0.582 in° 146 Section Modulus )X-axa) 0.297 in' Moment of Inertia(X-axis 0.390 in' Moment of Inertia (Y-axis) 0.085 in' Torsional Constant 0.214 in' Polar Moment of Inertia 0.126 in° APPROVED MATERIALS: 2.44 6005-T6, 6005A-T61,6105-T5, 6N01-T6 2.34 )34.000 PSI YIELD STRENGTH MINIMUM) Clear Pad Black Part Description/Length Material Weight Number Number XR-100-132A XR-100-132B XR700,Rai1132"111 Feet) 700- .501bs. XR-100-168A XR-100-1688 XRI00. Rai1168"114 Feep 01umiJeers 9.SS Ibs. XR-100-204A XR-100-204B XR100, Rail 204"(17 Feet) Aluminum 11.601bs. a- est'r",'gi '44, tNk w. e..;. AMIL IRON RIDGE XR100 Bonded Splice XR-100 RAIL 12.0 1 XR-100-SPLC-BD KIT, XR100 BONDED SPLICE 2 1) Splice, XR100, MIN 12" long 2) Screw, Self frilling .24 .63 1.93 .31 T 0.42 .15 93 #12-14 TYPE"B"THREAD Property Value Properly Value Material 6000 Series Aluminum Material 300 Series Stainless Steel Finish Mill Finish Clear Ln C F Z OuikFOOC PRODUCT GUIDE O: Exploded Product View/B.O.M. - S Installation Instructions -2 Cut Sheets - 3 Specifications -4 V UOW_ I LJ G W 0 --- a EcoFasten Solar 1 sl I fl i l' QuikFoot— Product Guide Exploded Product View, Bill of Materials I Materials Needed for Assembly Item No. Description of Material/Part Quantity r �� 1 IYfll 7 1 QulkFoo[Base Plate 1 i* 2 Fastener(Length to be determined) 2 C I 3 QulkFoot Flashing 1 4 EPDM Washer 1 5 L-102-3"Bracket*(other options available) 1 4 6 5/16"EPDM Bonded 18-8 SS Washer 1 11 I yl I Vv '. 7 3/8"Stainless Steel Hex Nut 1 � u 3 q I , I f Required Tools r ;1 f y i j!, ;� i. 877-859-3947 Ecorasten Solar'All content proteeled under copyright_All rights reserved.10109/14 1.1 EonFaslen Solar products are protected by Pe radmiing U S.Patents'.8 151 622 82 8153 700 B28,181,398 B2 8166 713 B2 8.146 299 B2 8209 914 32 8.245,454 62 8,272 174 B28225,557 32 JI Cut Sheets: QF-AL-Base 1�1 'I QuikFoot— Product Guide r+ ?_X 0.33in [8.38mm] 111.1r l + A { E n Cc 4 N uj m 00 kit i_i vJ M iti�I � t ..oma s f { �, 1 \./ t .50in [38,10mm] 3/8"-1 b Stud E E h M P QF-M : 1 .5' 1 QF-L : 1.75 _ 8]'/-859-3947 EcoFasten Snlar"All cnnlen[proledetl untler copyright.All rights reeyn . .10/09114 3.Y EcoFasten Sdar PrWucls are prey +-by Me followln8 9_S.PaMn+s:6.151522 82 8.183IDo 62 8 101 398 62 B t66>13 62 8.146299 8'16209 9N 828.245450 B2 P2]2.1'14 62 8.225 557 82 I � QuikFoot- Product Guide Cut Sheets: QPL-812 i t 1 , r l 1' R.38in 9.53mm] .032in r j1 I ills � t se� ;c 12.00in [304.80mm] , I 3.00in [76.20mm[ .50in �.._ 8.00in [ 12.70mm] �— [203.20mm] if 87]-859-394] EwFasten Suler'All eentent provided under 00p,,nght N1 rights reserved,10/09114 32 Ec Fasten Solxr protlw}t are pi Al Ey 1M1e MI.,U S.Pitents.8.151.522 B2 8,151ID0 B2 8.1 B1398 92 3.166719 B2 9.146299 82 8 209 914 82 9,245 454 By 8,272 114 82 8 225 557 B2 LII 1 Li y ot— ProductGwde Cut Sheets: Bracket Options-SCL-107-3 QuikFo a u 1 �I Ik ' 46 SERRATIONS I tt II i {lir �tft KB ._...a R1/16" 1/4„ 1/16" I RA05 —� `\ 2X R.OI it 4 i. . rr 60.00° r + 006 0} 3/8`-.002 1, d 7/8..X 820 AIL A SCALE 3:1 L �t f m i n 8]F859394] EcoFasien SWar'AII wnleni ptolected under eppYdgM.Nl dgMx teserwad.101091114 37 EcaFasten Solar ptptlucts ere prNedetl by Me bllawing US.pdhnts:8151522 B2 8151700 B2 8181598 82 8,166 713 B2 8,146 299 82 8 209.914 B2 8.245,454 82 8,2]2]2+B2 8225.55]B2 . I . l � tk k'j , .i QuikFoot- Product Guide Specifications PART i -GENERAL 1,1 SUMMARY 1.3 SUBMITTAL q. WORK INCLUDES B. Base plate is 6000 series aluminum with one A. Submit manufacturer's written specifications. 1PEM Type Pressen Stud 18.8 SS, 1. QuikFoot base plate attachment bracket that g. Submit standard product cut sheets. YP J .. hdirectly to d L I attaches reco the roof C Submit installation instructions. C Fasteners to he compatible with chosen roof i ' z Provide appropriate bracket and fasteners D. Submit product specific load test data, showing application and meet specified pull out values for the roof system. as shown in load test data, i ultimate and allowable load values specific to 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 2.Section 07500:Roof mg 1.4 QUALITY ASSU RANCE plate tJr, i 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 2.3 FINISH 4-DosloN:Thermal and Moisture Protection the area of the project. ' A. Bracket is mill finish aluminum 2 SYSTEM DESCRIP"ION I 1.5 DELIVERY/STORAGE/HANDLING B. Base flashing-Black-kynar painted A. COMPONENTS: Inspect material upon delivery.Notify manufacturer 1. QuikFoot system consists of aluminum within 24 hours of an missing or defective items. Y PART 3- EXECUTION bracket and base plate with stainless steel Keep material dry,covered,and off the ground until stud,(1)stainless steel nut(1)ij EPDM washer 3.1 EXAMINATION wash- installed. t r bonded stainless steel and EPDM A. Substrate Inspect structure on which brackets washer. PART 2-PRODUCTS are to be installed and verify that it will with- 2. Fasteners stand A To be of metal compatible with QuikFoot ZI MANUFACTURER any additional loading that maybe incurred. bracket. B.Fasteners should be selected for compo[- 289Fasten Solar® Orli y with the roof deck. (89)859-3 Street,Morrisville,ur 05661 B. Notify GeneralContractor Ecol' ssen Sony deficiencies C Fastener strength should exceed or be www, cofast47 before installing EcoFas[en Solar hrackets. equal to that of the allowable load of the www.ecofastensolar.com C Verify that roofing material has been installed t system.See test data at correct) prior to installing solar attachment .e wwwcofastensoA. Attachment Bracket brackets. lar.com :MATERIALS Y P 8 f 3. Sealant(if required by roof manufacturer): A to be roof manufacturer approved. 6000 Series Aluminum(choose one) 3.2 INSTALLATION 4. Aluminum counter-flashing 1.CP-SQ-Slotted A. Comply with architectural drawings and project 5. Aluminum attachment bracket 2.F-111-A engineers recommendations for location of -a 3.P-3 CSK system. Complywith Manufacturer's written in- B. DESIGN REQUIREMENTS: 4.SCL-101-3 stallation instructions for installation and layout. Q 1. Bracket spacing to be recommended by 5.L-102-3" I, project engineer. 6.L-102-6" 2. Install a minimum of two fasteners per 7.Z-101 I base plate. 8.Comp Slide j; 3. It is important to design new structures or 8.Custom i. assess existingstructuresto makesurethat they can withstand retained loads. 877-859-3947 EcoEasten Solar All Content protected under wpynght.All rights reserved.10/09114 41 EmFasten Solar pmdnc are Pmrected by the bllowinq U.S.Parente8,151522328.153,700 82 8,181,398 82 6 166,713 B28,146 299 82 8,209.914 32 8 2m5 454 B28.272,94325225,557 32 3/8" A 46 SERRATIONS I 1 7/8" R1/16" 1/4" a0 3/4" �— 1/16" f R.005 R.010 2X R.O1 4 60.00° 006 0 3/8"+.002 �/ /8„ X = +/- ,1 0 7/8" X 82° DETAIL A SCALE 3:1 .XX = +/- .01 .XXX= +/- .005 289 Harrel Street p° Morrisville, yr 05681 SCL-101 -3 -4,,>EcoFasten Solaro Toll Free Phone 1 877.fbb.3947 MATERIAL pua Toll Free Fax 1 tensol6.9994 6000 SERIES ALUMINUM D web www.ecofastensolar.com e-mail info@ecofastensolar.com SCALE:1:1 1/6/2012 SHEEP 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 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 SS3 through SS60 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 k 9 Installation Crew Operating Policy Non Electrical Work at atypical 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 I 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