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31C-046 (10) 73 VILLAGE HILL RD-3N BP-2017-1269 GIS ii: COMMONWEALTH OF MASSACHUSETTS Map:Block: 31C-046 CITY OF NORTHAMPTON Lot: - PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Cate°ory: SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit it BP-2017-1269 Project# JS-2017-002117 Est.Cost: $32894.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: PIONEER VALLEY PHOTOVOLTAICS 106329 Lot Size(sq. ft.): Owner: ROSS WILLIAM Zoning: Applicant: PIONEER VALLEY PHOTOVOLTAICS AT: 73 VILLAGE HILL RD - 3N Applicant Address: Phone: Insurance: 311 WELLS ST - SUITE B (413) 772-8788 GREENFI ELDMA01301 ISSUED ON:5/5/2017 0:00:00 TO PERFORM THE FOLLOWING WORK:UNIT 3N WIRE ROOF MOUNTED SOLAR, 20 PANELS 6.4KW 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: OI: 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 5/5/2017 0:00:00 $75.00 212 Main Street, Phone(413)587-1240, Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2017-1269 APPLICANT/CONTACT PERSON PIONEER VALLEY PHOTOVOLTAICS ADDRESS/PHONE 311 WELLS ST-SUITE B GREENFIELD (413)772-8788 PROPERTY LOCATION 73 VILLAGE HILL RD-3N MAP 31C PARCEL 046 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid rt Building Permit Filled out 1 I Fee Paid TvoeofConstruction: UNIT 3N WI MOUNTED SOLAR,20 PANELS 6.4KW New Construction Non Structural interior renovations Addition to Existine Accessory Structure Building Plans Included: Owner/Statement or License 106329 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INZO_KNIATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW _ Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Q molition I y Sig. eo Building 0 tcial 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. \ Department use only \ City of Northampton Status of Permit: - \Building Department Curb Cut/Driveway Pemdt Q'E`" I \ \ 212 Main Street Sewer/Septic Availability ytv'�V ' Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans \ ,.phone 413-587-1240 Fax 413-587-1272 PbUSBe Plans Otherspedfp _. APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office Map Lot Unit 73 Village Hill Road, Unit 3N, Northampton MA Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: ROSS, WILLIAM 73 Village Hill Road,Unit 3N,Northampton MA 01060 Name(Print) Current Mailing Address: 413-570-4944 See attachment (A) Telephone Signature 2.2 Authorized Anent: Pioneer Valley PhotoVoltaics Cooperative, LLC 311 Wells Street, Suite B,Greenfield,MA, 01301 Name(Print) Current Mailing Address: Signature 9 413-570-4944 L Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building $32,894 (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from(6) 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection t,p,(( 6. Total=(1 +2+3+4+5) $32,894 Check Number 70/4/ -- This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date 5nu4 4 RSO PV Squared Solar j www.pvsquaredcoop Phone:413-772-87881 Fax:413-772-8668 311 Wells St.,Ste.8 j Greenfield,MA 01301 St. .' MA Elec Lic.A13764 j MA HIC 140077 s so 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 Section 4. ZONING AU Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: It; Rear Building Height Bldg. Square Footage % Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DONT KNOW O YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DONT KNOW O YES O IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES O NO Q IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES © NO O IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) pi Roofing pi Or Doors 0 Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks fl Siding[D] Other[Ell BrWorif Description of Proposed 2,0 a.t /3 G WCcc� Work Description roof mounted pos�e.,oi�mnb0000s system for solar unsouth.;ae of roor. �O Alteration of existing bedroom Yes X No Adding new bedroom Yes X No Attached Narrative Renovating unfinished basement Yes X No Plans Attached Roll -Sheet 5a.If New house and or addition to existing housing, complete the following: a. Use of building:One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT William Ross ,as Owner of the subject property hereby authorize Philippe Rigollaud to act on my behalf, in all matters relative to work authorized by this building permit application. See attachment (A) Signature of Owner Date 111111 .11.1 . Philippe Rigollaud ,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. PHILIPPE RIGOLLAUD . Print Name 4/25/2017 Signature of O t Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable C Name of License Holder: Maya Fulford CS-106329 License Number 159 Clark Drive, Giulford VT, 05301 03/14/2018 Address G/1.1 y".t "7"- y II Expiration Date c-Fae 413-772-8788 Signature Telephone 9.Registered Home Improvement Contractor Not Applicable ❑ Pioneer Valley Photovoltaics Cooperative, LLC 140077 Company Name Registration Number 311 Wells Street, Suite B, Greenfield, MA, 01301 09/16/2017 Address Expiration Date Telephone 413-772-8788 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes D No 0 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official that he/she shall be responsible for aU such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature Attachment A • AUTHORIZATION TO PROCEED AND SERVE AS AUTHORIZED AGENT I hereby agree to the Project as set out above, and I agree to pay the contract price according to the Terms of Payment. I further agree to the Terms and Conditions attached hereto as a part of this Proposal and Agreement. I hereby authorize Pioneer Valley PhotoVoltaics Cooperative to proceed with the above-referenced Project in accordance with this Agreement. I further authorize Pioneer Valley PhotoVoltaics Cooperative, or its designated representative, to obtain required permits for this project on behalf of the Owner. I will allow any photographs or videos of this project to be used by Pioneer Valley PhotoVoltaics Cooperative for marketing purposes. A check for the First Payment is enclosed and I am returning this Agreement within 21 days of the Proposal date. • 1,)�( tkttiye-t D . 2os1 Li 117/ 17 Printed Name Date f <<�._ (2-1-- Signature Signature Title Proposal and Agreement*0 01,11389 Page 7 of 13 au Pon-Febrvmy19 KO 017-711.--=-",- Office of Consumer Affairs and Business Regulation i - " 10 Park Plaza- Suite 5170 Boston,Massachusetts 02116 Home Improvement Contractor Registration -- Registration: 14007T Type Private COrgoration = Elmhation: 9/18/2017 Tri 270458 PIONEER VALLEY PHOTOVOLTAICSSO PHILIPPE RIGOLLAUD 311 WELLS ST SUITE B • `` - ---- —-.. GREENFIELD, MA 01301 = _ _= — -. :'Update Address and return card.Mark moon for chance - �I a .� '--.-� ❑ Address 0 Renewal Employment 0 Lest Card ra/ f n.0 GA/c&:..cAr.,.(6 t10Once ora Affairs&Maness RegulaneotRogLicense or registration wand for MdiNdul we only 91 4OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: m1rm 140077 Type: Office of Consumer Affairs and Business Regulation - Expiration: 9/1N101T Private Comomtbn Pah Plaza Salm 5170 - Bogen,MA 03/16 PIONEER VALLEY PHOTOVOLTAICS COOP PHILIPPE RIGOLLAUD 311 WELLS ST SUITE B >M� -1a GREENFIELD,MA D1301 ' - -.-- - - --- UNetYeiehry Not valid Wllko Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-106329 - Construction Supervisor MAYA FULFORD 159 CLARK DRIVE - ; R R; GIULFORD VT 06301 - � 01 t — ii a ; E ir Nj l AJ_ Expiration: Commissioner 03/14/2018 • A�ne CERTIFICATE OF LIABILITY INSURANCE DATE IMMICDIYYYY) /3/2017 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 CONTACT Linda Powers NAME: Webber E Grinnell PHONE (413)586-0111 FAX (411)586-6481 IAIC,rim: 8 North King Street ADDRESS:1poweregwebberandgrinnell.COM INSURER(S)AFFORDING COVERAGE NAIL Northampton MA 01060 INsuRERA HDI Global Ins. Co/Bnergi INSURED INSURER B D$arkel Insurance Company __ Pioneer Valley PhotoVoltaics Cooperative, Inc. 'mums c:Inter'1 Ins. Co of Hannover/Energi Attn: Aim Pinkham INSURER D: 311 wells Street, Suite B INSURERS: Greenfield MA 01301 INSURERF: 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. WSR AUDI SUER POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSO MVO POLICY NUMBER IMMOM'YYI IMMNDIYYYY)I DLIMITS X COMMERCIAL GENERAL rnLnY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE 1 Y i OCCUR 1 I PRRENTED PREMISES(Ea1AADt TI.) $ 100,000 EGGCR000241217 • 1/1/2017 1/1/2018 '(MED EXP(My One person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENE AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY JECT I LOC PRODUCTS-COMP/OP AGG $ 2,000,000 :OTHER. $ COMBINESINGLE LIMIT AUTOMOBILE LIABIIIrY (Ea awdeD0 $ 1,000,000 A ANY AUTO BODILY INJURY(Per person) , E ALL OWNED SCHEDULED AUTGS Y AUTO$ EAGCR000341317 1/1/2017 1/1/2018 BODILY INJURY(per accident)' $ _.... NON-OWNED • PROPERTY DAMAGE I$ _Y_ HIRED AUTOS Y AUTOS (Por a¢iEent) I$ Underinsured molcnst Bl adil $ 100,000 X UMBRELLALJAB i Y (OCCUR EACH OCCURRENCE $ 3,000,000 B EXCESS UAB 1 CLAIMS-MADE IAGGREGATE $ 3,000,000 DED Tit RETENTION$ 10,000 EXAGR000241717 1/1/3017 1/1/2018 $ WORKERS COMPENSATIONPER 0TH- AND EMPLOYERS'LIABILITY YIN X STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ( NIA I EL EACH ACCIDENT $ 1,000,000 EXCLUDED?OFFICER/MEMBER EXCLUDE A Mandatory In NH) EN0CR000241217 1/1/2017 1/1/2018 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 ryB eeacdbe under DESCRIPTION OF OPERATIONS Sow EL.DISEASE-POLICY LIMIT $ 1,000,000 C Commercial Property I CPR17E174800 1/1/2017 1/1/2018 Business personal propedy $1,750,000 Installation $350,000 DESCRIPTION OF OPERATIONS I 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 v"'l Linda Powers/LMP ,,,,C,,_„, '��-0� ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025mmnnn The Commonwealth of Massachusetts IF—'—„ 1_EL Department of Industrial Accidents etre!_ 1 Congress Street, Suite 100 t. =411.11=-= 'H Boston, MA 02114-2017 a: — www.mass.gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/OrganizatioMndividuap:PIONEER VALLEY PHOTOVOLTAICS Address:311 WELLS STREET, SUITE B City/State/Zip:GREENFIELD, MA 01301 phone#:413-772-8788 Are you an employer?Cheek the appropriate box: Type of project(required): am a employer with 45 employees(full and/or part-time).” 7. ❑New construction 2.01 am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling any capacity.[No workers'comp.insurance required.] 3.01 am a homeowner doing all work myself[No workers'comp.insurance required.]• 9. El Demolition 4.9 1 am a homeowner and will be hiring contractors to conduct all work on my property. 1 will 0❑Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.0 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 anached sheet. 13.DRoof 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.pother SOLAR PV 152,41(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. 7 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 ft or Self-ins.Lie.ft: EWGCR000241217 Expiration Date:01/01/2018 Job Site Address: 73 VILLAGE HILL RD, UNIT 3N 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$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$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and enclitics of perjury that the information provided above is true and correct. Signature: Date: 04/25/2017 Phone 413-772-8788 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: •0u4 440 ROSS - NORTHAMPTON 40 • ,, , PV ARRAY Owner: William Ross Address: 73 Village Hill Road, Unit 3N 4 I Northampton, MA 01301 g F Phone: 413-570-4944 e mail: billross100@gmail.com L 1 System Size : 7.200 kW-DC Q9® PV Array: (20) SunPower SPR-X22-360-C-AC f.y� modules in portrait; (4) rows of(5). Mounting: SunPower Invisimount rail on L-Feet on EcoFasten Quikfoot bases. Roof Structure: Trusses, 24"O.C.. See stamped - drawings. N•RAHAMPTON Roofina Material: Asphalt shingles. 1 • Jo° 'T"� - Truss Type _- -- .� ''.F6' Upper Ridge Flats East Village Hill '115040859JR IT01 ,'COMMON 29 1 1Ui rs Forest RooJc - IO:U84WOndn 7610 Jann292001(optimal) rt)Innbbs,Inc-Wed Dec 2311:57582015"Paget p15H%9mIVAX4z95T&ps7bCPt. 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WEBS 2x4 SPE 21061.8E 801 01000 1R at rrfl Y!]pdp-12Y-12 daYy. WEB$ SPF SP N'Ex®pl• WEBS 1Row dmgY )-12.&12 WI:axa SP 13.1 REACTIONS. Idd[e) I5t2S490058 Mae 0414),(W2438/668 Own.0-4-4) Mn Horn 15=153(LC8) Max UM815=158(LC 8)trL]ILC 9) Max Osv15=3124(LC 28),9=2]13(LC 18) • ' FORCES. le)-Max.CompAlex Ten.-M fa'rd 250(b)cc las excgll when shrew. TOP CHORD 1-2L299.2-18=38731478.316 -2951/511,344'7481487,4-17=2007/496 17-18=2539503, 5-12---2477/523.514-2477/525.6-15-25135.6,876-2152/89,7-20---3185E20,P% 3416/M, 245=3041/814,8-1282111424 BOT CHORD 15-21-24E2M 14-217-246/276.13-146-34402809.1322=J192809,12-22=349/2809, 12-23.3052870,11-23=38E2870,10-11=38512870.102446/320.924413320 NrEBS 512=-19131231.7-12^-948246,7-14/86176,312-872J220,3-145501/170,2-1453082785, 814-3302735 ro1E8 1)Writ MOE C.0 for1140:]CDL 5 Nd BCM ERSfor 4di:Ca II:Eq B:Lumber DOL,MINERS(w-rts)and C-C F601701121 7019:cantilever left and fight -ASCE TCC b members550pH aro fcc s&MFFRsbsadns mow)WnM WL=150 dale O4 DO(M60 3)TCllnced ]C6:P9=558 pe(groundawv):772-42.3 pd(T roofmow);Cabpdyll:E508:Pa6aly EaP.:0=11 3)The snow loads Rave bean axerm MinkTBMOa9jl. a)mkbuss has been designed bpeaMrasin Monte bad of 18.0 psi a2o)timesflat roof load of 423 poen ww6agsIlmasa111sI1MAI&Pia ore I Aad . 5)As requested.plates hew not been designed to proyide for placement dsracesaragn handing and aemm mbAhla nknsresslvlilyane Imrzla b increase plate ams toamvm me line factors. 6)AN plates are Mr20 plates omenpEd d.. 1)The truss uhasbeen Oeay10.0diU kw 100 pd bottom eabchord We bad mlmlans0 sta anyotherWe loads. 8)PIm4X ma91ablsnreLrdance others) 20091 bearing dem{a OkdMT&andn9150I6 upMaMn115and 57 m uplift 1..pYn9. 9)This to manpnwb accordance wMnx 2)9irated ad Building Codesmon 296.1 anamd at all damn and WalIL 10)Cis Was has benbdplena a mMgmnmlvaw bwof2500bfiean025.0A OnOlprelMde1 Mnpast and Mel pen polls along the Tap ChordandBottom(Md ornament ems' 9.e and Mad bads. II)'seINdgd Sdto,1m inducing Memberlw¢m' aidmmr mped.vm used ii the anSys aid de9li dela ease LOAD CASES) B1adao • ' / igil / a PJOHN0.EN MET ' l 1 ./ry499 17 /STE''e x44" • .• f41CONAL ESC? ex)nini it a le SikictoS per/44.51/117 wila.a mainsimm705 b' �-ems .MPWnbold nam. •fit- %seer wwwit Pin.dull be of stPc..i twc.i......d calmed io joons toles odunac mod Tea tap ia mm.&.u%ry srwd mlaes Caao�"axieem way p Bead*Diane umv pal, Ina Refer to Bening�m�t sty ura..,levso Ow soba e. 'e iig o-n�',a.i m6.� o..a saw m m..nxehtsos ,.70"709 N vmq- % maim wpm smug !. amsppNmps eam Snl" ®tsgS tw a., pv.w='scs 488 �-c S°ls°[0x88 N emn m0'cumm w vvpacmv m?R wP go88 C19emev IPP rFme l.I- Yw0 'aI- ..!Ron m I.1!• = O�aj.�'caw a'-0x11 Rmmlo --.Pwd,v. .®•d qn 4wmlh"2nmo` me.141 .M v JWmi.woo?mwmmmdvrvm®0x0«.88 a44wanP=Inw RL-n®Rb]AllmeylSNv'ti PRWm4 n 31y 2!dp MIWPMO, Ala % wild Ia.M de WaiInP WP pM^see qlu(1601800630/6118.1/1868 )th 'Pgeeelpud GAnseI3(21I ,,, .,... r04'b. Meo PG o '11M IWNUNI+ p0.wn4Jn�a8 de Ride d /, $ dol ew Wwe wood P dLele We WPlN p Ile lepelCp PMP MSL Pit °3 OSZP PeollaI co Stosol en/Gs[APMMNNMNWWWd9 On soar ita(/•" 11 1 l ldlrluNn GBWMe Gess/s1l GM 9 . oso 9100 WPPswIewMIWW 8002«(ww MMusWGelEpaIJ op delod le d 11x3 1�/ ee¢IP N90n w In PM SI I!yWN91na 919EAE uv a uroOId%Tl OMIMNw MMP(dPIool laps aSep R:e:ew epnIV ILI _ A'tea3 le [ 'add soladO Ave ddiuesmuml.ou Geq W Glue WORN Ill 0018x1Geu-wereel Sal MAIN l4l W emW 0o 0-OZ a owes snow°99(eI \v 'GWm9u,XXO 97N 1006s4eeenMJR1(8 4$ o von:INN0P rrou W q Ix Weld SI PRm me Meld KV 1 AHl`V eWPAI)1 EaleW CHISU@Peo Wise Pm SAWNWm,Pem0610P1lluuRcW1019WOS!ol MAW wag IOU GV42elVerGWontWN(8 speq e^NAldo V4e4aumlm+gee&e111a`n soled f2aNMq ids aYaewG[6'ZPPdSal PPCS WPW up p1PaABN www gMMaWMaw (L OMCdt-AsaPPSNd atISPnO[) 0 2 d SOL 09V Ta'eldn(9 l'l-y0'd<3 Added:O«x3:11 AaItn90:(xde Pw MOM Idd esa1P Wxad)P0OSShd:SDL 309V T'OL(S 'loo ALS MPIEnW01aae Ped OLIPLI apo os i sedate W3 iQe`J AWR`w PaG11W'aw'IMn at W Inluoll)Glen w GMCMe Mie»3 ALS 0x10 WPP WR1 eta W Wed ole dd Memo mei 6 aWlnl:W'�ta ll Ail Gus uW MgPpu00116 .yo9 sa11W(P9a0pM: W 1ldwo L: -L HOSV 100 9«x311�Ltilo awn 9) Ws'?p.lcu'5=10Nuo W 01 30SVu veep(C 'GgnPW Misep ,ou deoP(s) ISel0uwMPNM4Ma tG as spxi ed 16m4aU[6VOWe ApwNd"I (s)3SYJ UVOI all 4Mn(8142x1(i)lipMGnouNHMae'O01Pe W Gel r- s::SAMannmeeas % 00080VI- 1wl-b¢:8 Mo imam SOMA BIS SZ gt-0 le 5PQNesum2-1-8118 9 ssWMmsG w' a del 00089PGa'a00eP w.w(- des 8opleeGWcoego1 wide del ::wlnMlae dm 1.01.181:0)PoL WVAPWa601 W4PuuW pq w6nN1131 II I N s9loN 86KlNE-VM9 '2966,68-A1V'119'1/5L-A1-86161/LLLI-evc'88a9F•Ol-L'emeu1i1-L'0801nEt CIS Seed 10EL9-41L-6 MCI LO SL-11 'L8E/LO=49L L0'119+9L51.'L6t/L9=9191 699E/BEktL94'BB6{'.W.'F=etll88dAiF=EL-II • 61006E1�'1-21'61810861-4./..-LI6WESEr lL91'BWE/tb 0L-2l LSZWC99- - I LSZt/EBS=89W LSZ1hA=99-L9 LSZs29S1L9re'LS,&,ib -w el'L520h95=cw61 'LSZbh9a-y..9b1'E9SM1lZYff9I'EBSN2Z t9t9 kR/5Z-P29'Essozz--zP19 t9STZ2=Les 1 OHOHO 109 '915M91-=1/98'690/I0 r-03L'99VIIO6=L9 Llre'L6E�i`9'NLWR�S"LOc E-439 '99NL9E6=6SLS'8Ls5BMolis sews ssapLL 69t-�9'ZB£C01IterZweo•ve-1 OMH3 d01 uAPM 110u«ware ssaP(ml act sMw W-'Iat l(WV€*003•x v-(al -sn (L4 31) EEGO'(ZI 3 t 912+x0 zew (8 M1Wr6(A 311819=51uldd1 owl (e 0lh54=9LPPN PEN1 (01-29 ups 9s-oNotA'(99aNNS 999Nezr=Sl Iseaq) 'F13L1OV3U CON 3d5 pZ:91s'lls'Olts'211s .410x[3.MIS idS doe P rod*IS M S8311L0 l0N OS E*2:1M 9111:2K¢q 0060-9 area.cll ids oN se3N ldeox3 811lossi 0000U1 Peddle edulP 8e160 0A19 C1808310E1 tax*IS 9x1 M10443 109 %AW Wa4maa'sud 0o 0091 piddle*ad:8144I0IS Nom leinIWAS 061083101 38141 It ice de MOND 801 98131188 1881188 %1=li VBM l48gN (ylpey0 1.0021cLU13008301 94S(bU I 001 10'39 ed eN 0 W'0 (1211 LL"0 9M CN 01 sops fl ' 00 1039 MZ PC& 5111 EE6 (ll)uw LEO '39 Sl't l'JO non O9 10'31 num Olid Ns 000 Sen CVO- 0'1[12/ WO Si. OO ICU AID sled (O�i-8d) WAn101 ' R. . 331W 1 on Ne9N Noi) n '- '6.'1 002 -SNOWS I err T'31 G+i1smarm T?1V0-180_5Sf 101-00108E1'lBfOofOC117890'aT0:1110-0-6 -19:81 T1'zoYl lea�%.'I()flsa110 eetl �__-_ 0-0-8 1102 hoe o-o-e 1 049E 041. eosin 006 SII II 6x6 =9x6 =9x8 =9x4 =9x8 =966 =966 6 8L LL 9L 9L 01 Pt EL LI ZL IL 01248999 L9 99 EL99 P1 b9 E9 z9 le Sl L. ama:!;�_fl=118Mmi __ a: .la 1111 _ul a rillil . I. ySl \.4 usr,de d.-91/S z19 09 • 1 ZL9 011s 9� t. J„ e C OM, q �. /,g 1199 bxb log, 6914111440044H,11- BS ` 9e: 5 Z L 100 e'9L:L=We15 =966 008 04E a4E 008 891-Z 0096 O0L2 0681 DOB B'OIt Look'sloeE99vIz1 zelPdndl'S,woes�n110woi'u�WMwlaoo1aren:m edA1L _ — 3`JHLO�`JTaf6S806094I. • Jpb inns ;Truss Type •°^ Py Upper Ridge Flats East Village Hill •15040859JR .G01AGE GABLE 2 ! 2 rob Rererence optional) • -J - - - 76105 Jim ATM InWWM6,he Wed Dec23115f362015 Pa U(iwtY Feelrda -. - pe 2! ID.U84DGDmeonplSHXgmINh%z95TC-TdoGauiu53phGIPVygtau3ZCIZ1A88G5rFyuy661z NOTES- 16) OTES18)Use USP IC26& eiU mals into GUM&100 nails Inti Tmss)or equivalent spaced at 29-114 pc max stating at 3-0-6 from the Ml and to 3211-10 to conned bum(es),)02(1 ply 20 SPF),C.101(I, plyWSSP),d12B(1 ply LW SPE),CJ01A(1py 28 SP)to back Truss) of bottom chord. 17)Use LtSPF)b(YM 10d nada into Grder ASD nos hXO Truss)or equivalent spaced at 3OO cc max starting at StrtP from the lea end to 30114 to conned Wss(s),p2(1pty2M SPE).✓O2B It ply 234 SPF)to where 01:0110M Chord. 18)FE S1g titles whhanger pgers in contact vMl lumber. 19)StuddingµyV'edb ptf l(Fent) LOAD COMM) Standard '., 1)Dead+Snow(mla d):Lurtts Irwrase=1.15.Pte Inaease-115 Uniform Loads(68) Vat:1-2Y-119,2.Y-1t9,58-119,9-15—20 Concentrated Loads(lb) Volt10.5NB)ls-a (0)61-t01(BI6T-Lye)64 - B)65'-3W(B)6.--66(6)X56(8) -58(B)70"8(B)71=53(B)7 --58(B)94.5(^ B)75-58(B)76*S51(B)78=-37(B) • • • • • • • • • • • dill /6011 `\ JOHN el T j 'e PRESLEY ot 4SeDNA3. • wth.gn m• nem me_;.mtt - mBw. .oe+awa ars mmaa.i kakbaccnopmcga._imacd Nod loaded�eNd�WV -PeP^ob vwp�® ®rd c is dd'yhLw-emM- Vm9aW trap god rcquircatms Palms=�e.vomnkin orm®sarey ns.mum Wall for r,a g�.r.Pd'm4•sac m^..% mdInc SPCA- �^d�amesue �q kb Truss :Tree Type °' IT'SUpper Ridge Flats East Village Hill '15040859JR IGO1GE --� GABLE .1• 2 JI llrinElW FpBN%WYfB 78106 Jen Reference5 GTMk�bfMW,h0 Wed Dee 23 11:5741 2015 t�i 10:11e4DO Dm6onpd SHXgmI W ec4z95TOpab9dbml.U2xy2AMMCueFbw8DIFiOMgYNI5 1 a -2-10-8 9-0-0 18-0-0 27-0-0 38-0-0 2-168 1 B0 980 8-00 I NO-090-0 •• 476= Sage=1:75.4 6.00 FIT 5 4x4 58 �t 59 4x4 C 4X4 70 snit 57 6 . 464 7.7 11• 4. 8 S" 0 5 12 56 : 575 • ...41118 S97`: • :/'7 S"''S 60 ST2 5x6.77 5x6 G ST1 ` a` illt S14 1AQ I \ 1 STI3 �' SU y13 '" 81 :oalbk51816,.. Gel, tit_ Ini 15 61 62 63 64 14 65 13 66 67 68 6912 70 71 72 t 1 73 74 1D 75 76 77 78 9 4x8= 4x6= 6x8= 4x8= 8x8= 4x6= 4x8= • 900 18-0-0 27-0-0 3640 9-0-0 0 1 9-0-0 1 9-0-0 1 900 I 1• Pete OfstsPc.t126112,62 1961-12.0-2-0 KcIge02-01,11063-62-01111040 J.113134L0-481,114:03_1202J-0J paR1b,0.1-0I/55151_80-1-a1 T IT 423 SPACING- 2-00 051. 1£FL h (3/c) WeLid li p PLATES GP (Grand .0) Pete GDOL 1.15 TC 0.38 VM(LL) -0.18 9-10 >999 300 '., M120 107/144 TCDL t>.I LuMerDOL 115 DC 0.80 Vert(TL) -0.31 9-10 >999 240 BCLL 00 RW Sass Inv NO • WB 078 Hm(R) 008 9 Ne Na BCCL__ 10.0 Cale mG2lm'TPI2007 (MeIN) Weight:6490 FT=4% • LUMBER- _ - BRACING- TOP CHORD 98 SPF 21061.8E TOP CHORD Steered word sheathingsdoc10.0.0 al 66606 purrs* ®µaid votes. BOT CHORD 26 SPF No.2 BOT CHORD Rid Whig Welly applied m1000 ochre:1g, Fsgb NESS 6ASPF Ib2'E yl' 800 oC bracing-.1415. WI:WS SP No.1 OTHERS ZolSPF No.2 ar34SPE Stud'Except* STl ST12,ST10$T7,STS:224 SPF No.2 REACTORS. (OThe) 154527-358(m.0311).0=4115-58(Mn.Sae) Mw 1tz15=153(Lc 7) • Max DF111-15 -633(LC 7),9-53D(LC 8) Max Gmw1547144LC 25),94302(LC 17) FORCES. (0)-Ma.Coma Tel-Al brow 250(t)a Ws excePt Men tem. '.. TOP CHORD 1-2•0289,258=53371,356N49341644,34=-4066/507,4-57=38681509.57-58770/511 558 -3743538,559.4743534,658=3775513,6-7-40141497.7--5151,553,P so-5182531, • 2-I54an551,P m'g5'/449 BOT CHORD 1581=2191575,61-82-219575,8263=219'575,63-64=219'575.1464=219675,14-8=-588'a557, 13&5=588'4557,13- -586/4557.08874864557,67-=586i4557,68S058114567, 12 w SN1567,12-7R-5134823,70-71N513/4823,71-72=511•41123,72-73-513/4823, 11-73-513/4823.11-74^513/4823.10-74=5134623.10-754-90/594.75-7W-90/59a 7077=9059A 77-78=•0794.975-98594 WEBS 542e35942343.7-12=17421304.7-18517/581.312=1634/292,114414/558,2-14417/4279, 610.436'1248 NOTES 1)2-04 buss to be mmMJ together with 10d(0.13193)nails as follows: Top that awn('as 9010040 219-21w4 mggacd a 1060 o429-2 rove stayed al 009 oc B.ottem dao connected as fWxa:2x6-2 macs staggered at 090 cc. ' Webs connected as tcos:2W-1 me at 690 too 2)1111ma 4/e aeupat elway aPpied bot Wee weep(8 noted as tool(F)or boa(B) M the LOAD CASE(S)semen.Ply to ply Conne2me have been provided to dIYtM any Nabs noted es(F)or(B).unless otherwise Foo d. 3)Woe ASCE 745;1001iAr TCOL3.Opt BCOL=506d:h4M Ca II;Exp B;enclosed;MWFRS(bowl I:!blew left and right exposed:Lumber D000.80 pOYPdp 001=180 4)Trus designed for nib bath hoe Man Who truss only. For ands exposed to Mid(normal b IN tads),see Sradad NduYi Gable End Danis a ' gMiatb,or WWk qualified bulking deNPla s per ANSYIPI I. 5)TOLL:ASCE 705;Pip 55.0 mg(wound env);Pf423 psi Gat M snow);Langsy II;Eap B:PartegyExp.;Ch11 1EUnbalanced ow bods have on mo&aed for 9b design. 7)This buss hs ton despond Par pmt of den roof ids bad a 14/0 pst a 260 Mos PM wt'rel of 429 p3/on ovemaga nanmwvnenl wrh oma he ' IoW. 6)As requested,pedes have in Wei deigned to provide for placement hMaas 4w nx4i batting and erection mk4os. n 5 Te tomo IDMy oma f�laes 0 2x4141 g9kRss to°MetztOurst emne din larlas. g41n-0g�Ae l0)G m spedet220 -0 aMiMs neared 10)Gable ands speed a24Da: yHHNM p MBAStde r ties been denied for 810.0 pa bottom dead the load rwnoncunU,ean other Ne lots. PRESLFv I 12)Provide Me denicelO axnd x others) Ns b bringrfaa Gibs Code and repel 15 and 5300 upM&WM a % Lrca a I 13)TNs imams wowedeS ,ed axerah the 2006 latS dot Bibs ode sedan 2308.1 ed referenceddated ANSIet t 1 '. / 43029 14)Ms bus We Lean designed 0r aao4ip dated load d25(l.6b fie end 25f®Mad bored at ail mid paiNa eq al et panel pcits along the Tap \ 4- I Chad ad Bottom Chamaa d, laewm wEnd rods. \aN+4 et 15)Te a.ia pletreePs txwg herr'Mallsend kW mom was meed h the analysis and design of this buss. mwu cee on pets 2 i ne me is la be nissisUl ad"ads ews pm ANStall Bon e:se sRe awe,eV mtwet me I01use wUy ,liaeu. dSpn ® E om seem rocr mttaw®wm= rwu cue 4 wS wmc - 8•861113.41e7 mwOD resew ewes.Refer Co a,.u.ac tsuay61( d aCso w��w,mm...� r�B.n .m Stet.,,a`attb®Sn-1 ro��a "1 /9/!`i9(/eC/\ a S eft- WIND ZONE 3 HAS REDUCED SPAN ARRAY TO MIRROR S -/ I/ ARRAY � SEE NOTE#5 AT THIS AXIS i 3y2.. 208Yz' 4 3Yz" f/' P1=1,11 IA Fl MMall7 IF ACTUAL I I EX TRUSS IS 4134' I I >18" FROM ROOF/ARRAY REFERENCE PLAN IFI `j EDGE USE -leT "' 1 191 I TI I 0 Project Notes 8-PT. BASE I. ARRAY TO BE CENTERED ON THE WESTERN SIDE SEE NOTE#2 20Y4" im— - ISI THE SOUTH ROOF ALIGNED AND OFFSET AN p a a EQUAL DISTANCE FROM THE EXISTING EASTERN ARRAY(WILBY) le i 2. PLACEMENT OF FIRST TRUSS SECTION 413q UNKNOWN AND MUST BE FIELD-VERIFIED.IF WESTERN-MOST WOULDTRUSSEXCEED N TO FAR EAST Jr THATCONSTR AE EXCEED O CANTILEVERD F.� — B BASE AINTS, EXCEES TO BE USED. ti J 3. MAXIMUM RAIL SPAN IS 54" i 4. MAXIMUM RAIL CANTILEVER 18". 246" 20Y4' /��� l-1 - s. wwDzorvE3(4 FROM coRNERS)HAS SPAN PI AND CANTILEVER LIMITED TO 42"AND 14" RESPECTIVELY. 6. UNLESS OTHERWISE NOTED BASES ARESPACED 1 AT 48'AND STAGGERED TO DISTRIBUTE LOAD. 4134" ]. KEEP SPLICES 2"MIN AWAY FROM BASES. ARRAY START -1- 8. KEEP SPLICES 1"MIN AWAY FROM MID CLAMPS 1 9. SLIDE RAILS ASSEMBLY AS NEEDED TO AVOID SEE NOTE#1 0, J. a POSSIBLE SPLICES/MID CLAMPS CONFLICT. 20 , ' t . 10. RAILS CENTERLINE OF CLIPS MUST BE BETWEEN 2"AND 16"FROM THE END OF THE MODULE I. FRAME I i I1. ROOF MATERIAL IS ASPHALT SHINGLES. 411/4" 12. FEET TO FACE PEAKPER INVISIMOUT SPEC. / 13. TORQUE I NVISIMOUNT CLAMPS AT BS I N-LBS P1 10.. TORQUELFEET RAIL NUTS AT 3]5 I N-LBS 15. MODULE G5 FRAME WITH DIMS OF 614'X41.2'" fil 'slimB' 1 I INITIAL BILL OF MATERIALS 3y" - 10" PART. MAKE&MODEL. NO'. 3Y2" Vi" 208Y2 tryRAIL of Northampton INVISIMOUNT 16 Building Department BASES LFEET ON QU;KFDOT 44 ENGINEERED TRUSSES @ 24"O.C. Plan Review BASES L-FEET ON 9-PT. 16 ' LOCATION OF FIRST TRUSS TO BE 212 Main Street SPLICES INVISIMOUNT 8 FIELD VERIFIED-SEE NOTE#2 Northampton MA01060 MODULES SPR-x22380-CAC 20 2 PV SQUARED SOLAR lob ROSS Title. ARRAY LAYOUT Revision « Date SHEET:II/1 311 GREENFIELD.MA 01301 Site NO. 11617 f DATE.4/25/2017 n ���� Site 73 VILLAGE HILL ROAD,UNIT E3N Designer John Giese(DG adjUStetl) A -01 413-072-5788 NORTHAMPTON.MA 01060 Design Tool- lnvisimount DESIGN@PVSQUARD.000P Dwg Scale: 1/4'=I'0'!Print Size 8.5"x11' Jvb - - ''TiO1s Truss Type 011' Ply - :Upper Ridge Flats East Village Hill 115040859JR .G01GE 'GABLE 1 Riot Universal FaesP i.. �. _. —. . (D IIBIDODm60n 281 Jan29MTM-laueiss,Vit Wed Dec 23115]422015 Page 2, NOhS� g5H)(gmRYrFZBSTC-Hn9YrmfgvPgeBIZSDIT8SB51105URIP0eNIZ9Yyeblt 16)Use USP HIC26(WN 16d nails into&1&&l00 nails into Truss)aaptaSn!spaced rd 29-11-4 oc max starting al 308 tom to I91 end to 32-11-10 to connect 4ua(rs).O2(1 ply Dot 5PF).W01(1, Pb 24 SPP),£2(1 Ph 224 SPF).D;£1(1 Pb 2£SP)to back face ottot n Mod. 17)Use l)SP A28 M16110d nzisSo Getter&NASD nails Into Truss)or equivalent spaced a12-0-0 a mac sloths at 50-12 from to Mend to 30-11-4tomxvef MEMOS£2(1 Pb 2x4 SPF),£20(1 ply 2x4 SPF).002(1 gay 2x4SPF)to Cad[face of bottom chord. 18)FN rnail fwlssvtmce hanger is anted nM tinter. 19)Studding applied to ply.1(FrtMI LOAD CAWS)Standard 1)Dead+Snow(balanced):Lumber Inabve=115.Pie Inaoae1.15 Uniform toads(0) V 11-2=119,2 110.58=110.615+-20 concerdraled Loads(b) Vert 10=10C(8)14=PPyB)51001(8)63-X0003)64=303(6)65- 8166=558(B)62-58(B)69-S8B)7U=-6(0)71=58(B)7348(B)74'3p(B)75-300(B)76=-30003)28=301(8) • • • • • III \ • JOHN LI m PRESLEY —4 COX r ( S'. p� .3029 kisTERto +1/4, 4.4100.4 le .apmw shell a�ae.� pi ikfl u Aa IMlikling*Mica VD I:Canopied god�.S � aIa , oawse e Imenosmium m thean 't 8 Ex I'r w z .,, i s SunPowerr® X22-360-C-AC Residential AC Module Series Design-Driven Advantages 022 #1 module aesthetics and efficiency • Unmatched module reliability —— — SERIES • No electrolytic capacitors • 25 year Combined Power and Product Warranty Maximize Value for Roof - • Size system for roof, not string inverter • Optimize performance of each module Expand Deployment Options • Complex roofs and partial shading • Small systems _ - System expandability Simplify& Speed Installation Optimize System and Installation Efficiency • Factory-integrated microinverter • Robust double-locking AC connectors Sn:si AC Module 2 ,2ch nclude factory-integated • Design ex hi I ity offsite and onsite SunPo;AC iit cr;Inver ter prosioe a recta fit may CCIcumiNnt ,n J 114 • No DC string sizing process efficiency high reliability,ano module-level DC-:o AC pruner cenversion- • =ewer installation steps than competing systems Dein ed specifically for use with Sundt Indic Moneta ant the Intuitive commission-ng SunnPo ei uni:dungSy em c.taower AC Modules enable!apid nstal'Btu',r 'Jet'. in-class system aesthetics and ntuitve visib ay into Component of Complete System • Bulltfor use with SonPomer' �nvs'MounC"' 3vssen nunaCI:eA Pis comes with the -fest Conu'.nea Powe[ and the SunPower Monitoring System aria :) onto Waranty Supe"i or system rer obi iry and aesthetics =, sunpower.com Dats,-e- S U N P W E Rr - . .,,, .x x„).'" y,,,3.a da ,A nS �+` w.� `?-,tit ty. .s/ t,.e3 1 . 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SunPower''' X22-360-C-AC I Residential AC Module Series SPRx22360C-AC Soh, Cells 96 Monocystal ine MaxeonQu Gen III Nomin Power';Pnoml 60 V/ H gh tie1nso0 tempered glass wt6 a nn P. n:Glass Power Mierante ,/-0G lea, O [. g 1 Avg, Panel Eniiciency 22 2% -myi ron mental Outeoor atetl Temp.Cuef.(Powe'l t 30R6PC Ratir'g -- Three dzpdss;Imes Class ' kack anco zed{hives(AA VA raring) ShadeTolerance tegra;ed Tiod le e‘el maximum power Weight 45.5 lbs(20.6 kg) point tacking Max Recommended 13in.r??mm) Module Maoris AC EeC'ICd Data Outort @240 V(min./nom/ma,.) 21'2401264 V Output C'238 V(m irJrrom lmax.i 183/208/229V ape Hat ' Pr equency(n ,/nom'max) 592/600x60 r dr wananoes • 25-yea r limited power warranty Output Power Facor(min) 099 ' 25 year im redproduc warranty AC Ma n -inuous Output C -rent@ 2_40V 133 A • 5,1741,including compliante with AC MaY Con-inuous OctpttC crit@ 208V izA applicable requirements of IEEE 1542 and AC Ma Com Output Power x 0 yp IFFF",',47 I 3C/AC(EC Conversion Fffic enc., 9605 • FCC and ICH J)SCIass3 Maxi ¢Fer 20 A Br arILLEircu t C 240 V 12(s nge se - AC moculc Ty pe 2.7vs Rated Max Lnits 2e.20 A Branch Orcin @ 205 V 0(m- uolel • UI 2703 std when installed wiur CertiLcauons InvsiMount" • Cla es:ec C'2e a..rig Condicons ss A Fre Rated when nstalleo with visiMount"and when distance between Operating Tenrp 40 0 to-185'-( L0°Czo-85`C) roof su foto and bottom of SuCr 1' Max.Ambient Temp. 122' F(50°C1 module rave , 3.5`(8.89 cm) .,.x.Load l C' usf 3001 a 505 vg m2-Ioti& wok , A teinaurG Cur rent(i C)Vodule designamn crinc, 125psf 690")1a 1 r/rn fo tenable xtallation in acctrtl n Fco:h '_EC nuan Ees 5lance 1 (25inchrm)0 anter hal at 32 mph (23 90.6 nisi P10 .cci Potoriva nes.,ced degradation free I �..I iuo( 111.0 I E- 14“,`,1 r 1 '/nnl e— - ..MN '4 m : . I.?rn 1 I 155.6 itrl MI I SUNP WER a> rt' 'Nr .a- ,r8 3,7--3 z. - • • .w SunPower® InvisiMountTM Residential Mounting System Simple and Fast Installation • Integrated module-to-rail grounding • Pre-assembled mid and end clamps Mid clamp mid clamp for easy placement �R • Mid clamm p width(acili[a[es consistent,even module spacing • .5 mple pre-drilled rail splice • UL 2703 Listed integrated grounding Flexible Design - � • Addresses nearly all sloped residential roofs if� • Design in landscape and portrait • Rails enable easy oomade management Customer-Preferred Aesthetics T _ #1 module and#1 mount.ng aesthetics • Best in class systemaestnetirs Elegant Simplicity • Premiumlow-profile design • Black anodized components - SunPower InvisiMountr" is a SunPower-designed • Hidden mid clamps and end clamps rail-based mounting system.The InvisiMount system and capped,flush rails addresses residential sloped roofs and combines faster Part of Superior System installation time, design Flexibility, and superior aesthetics. • Built for use with SunPower DC and AC modules The InvisMount product was specifically envisioned and • Best-in-class system reliability and aesthetics • combine with Sun:=ower moaues and engineered to pair with SunPower modules. The resulting moo lto-ngaoo system-level approach will amplify the aesthetic and installation benefits for both homeowners and installers- .. sunpower.com 0 oatasheet SUN D \A / E R rev ¢ c a%. wat :` @ti, `3 -`'�."'3^»"`` ''"s t;} �"s‘ fr ` " „As. tea. SunPower® InvisiMount'M Residential Mounting System �[Ca.nponent mage I la- .f I 'I,le-:End Can and Rai Camp End Camp Rail z Pall spl 7r semoly End Lar C nvisi M.0l:nC Cnmoonerrt Det2J5 nV SNOLnt Coe 2Tg Conor ons ergoa1ure - -<D Etc50 C1 a0”Fto15�'*) comp- . isarernel C pa a�lr coJ f_RFD IAid ri e acF d+il nrs CI J Er C__r arca cd 17m Ei3O het eF a I El ar d -J lu Fn . ce ,-C ea IF In slMoart\Na�taotc,And CertScatloas ail SpP Ih r.,r5 bCg t it, a-pi d a.racry r,r,rhidar s reries, serrlel '0 t- ,aced .,pca hal ChB olotka:2 I For I .m-,mer RoofAiac lmol Tarot are Su000+tea by „_„Fr Fates nvislMoc 2:System Design`dal rtp- lege n t apps t np: h R or t :,m,rr RoofAt:acnmen rrarowae Wan a^'Jes .ter el r ri � t uceenoll n.,e Ea er e err.,. artarr lad fa res ,,.t el.1_� Module Irani,l5ar s coinpaume wtt the Ines,mounr system reauveh or nare de e intend_eranlnry. FOIE Sur Pus eKorporatmn. All Rights Reserved SUNPOWER.the SIINPOW ERlogo,ans INVISIMOVNI are vademarks or registered trademarksSu,t or e Corso at lI other t edemarks eree p peTy o the respeRve:w,zu. Spectra ors nsludedihts datesdatestseet a es ere rIto rl antesethou novae. Document#509505 RevC SUNP WER 3/8" to A L. 46 SERRATIONS M 1 v - I I 1 1 7/8" R1 /16" 1 /4" a� 3/4" F 1 /16 y R.005 R.010 /�\ l'''''\ir 2X R.01 /, CIO i\ 60.00° 0 3/8"-.002 1/8" .X = +/_ .1 \/ 0 7/8" X 82° DETAIL A SCALE 3:1 .XX = +/- .01 - .XXX= +/- .005 289 Harrel Street o°� Morrisville, VT 05661 SCL-101 -3 -0- coFasten Solaro Toll Free Phone 1.877.859.3947 p 4 I Toll Free Fax 1.888.766.9994 MATERIAL: 6000 SERIES ALUMINUM V web www.ecofastensolar.com e-mail info@ecofastensolar.com SCALE: 1:1 1/6/2012 SHEET 1 OF 1 z Q u i kFoo L PRODUCT GUIDE 0 Exploded Product View/B.O.Ni. - 1 Installation Instructions - 2 Sm" , Cut Sheets - 3 f+�' Specifications -4 I i ra, L .,. � [ I o , I o0a F,coFasten Solar 'C A I ;id QuikFoot— Product Guide Exotoded Product View, Bill of Materials r .I �t1A Materials Needed For Assembly ii O 7,......••• Item No. Description of Material/Part Quantity IIIII 1131 r li " 1 QuikFoot Base Plate 1 2 Fastener(Length to be determined) 2 I� 3 QuikFoot Flashing 1 M 0 " 4 EPDM Washer 1 5 L-102-3"Bracket*(other options available) 1 y! 1 0 6 5/16"EPDM Bonded 18.855 Washer 1 7 3/8"Stainless Steel Hex Nut 1 41) Required Tools 1 L.,...4„..4ii 1). f --",,,,/,` s Qes,. Abl- 44 fi ^, f t .E 1" J: . 877-859-3947 EcoFasten Solar`All content protected under copyright All rights reserved_10/09/14 1.1 ll EcoFasten Solar products are protected by the following U.S.Patents 8.151522 B2 8.153,700 B2 8,181.398 B2 8166.713 82 8.146299 82 8,209,914 82 8.245 454 82 8,272.174 B2 8.225 557 B2 li 1 , ] th ,_ural QuikFoot— Product Guide Cut Sheets: OF-AL-Base 1 I' , illi , 2X 0 .33in l t'II I% I [8.38mm] .I. J� 1ltE if tllil 116 I rpt , { it E u c c LGE .I 11 co N In N1-0 06 N W I ; e t t X' 1 .50inLe— _^ I ,1 [38.10mm] 3/8"-16 Stud t ,t .,;, . , E E E - n o. = a QF-M . 1 .5 ' t QF-L : 1 .75" A A 877-859-3947 EceFasten 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:8.151522 B28.153700 B28181.398828.166.713 B2 8.146.299 B28.209.914 B28245050 B28272.174 828.225557 B2 • 1,, lr H j,,4 I ;:1 1 QuikFoot - Product Guide Cur Sheets QFL-812 R.38in 11 `il ; [9.53mm] .032in `;IY l ' [0.81mm] 41 11 _ _ p, !" 4 12.00in [304.80mm] - id �1 II lib ' i O11 2 i .4/' 3.00in vT ',. ' 76.20mm ] [177 '1 1 4 flavo becalm .501n 4 8.00in _ 2.70mm] Loll-- [203.20mm ] a 1 r •i 877-859-3947 EcoFasten Solar-All content protected under copyright All rights reserved 10/09/14 32 T EcoFasten Solar products are protected by thetorllowinp LLS.Patents'.8.151.522 B28.153.7001328.181398 B28,166.713 B28.146,299 B28,209914 B28.245.454 828.272.174 B28.225557 02 hT } r Ii r °.'11'kj r 11„ s - QuikFoot— Product Guide Cul- Sheets: Bracket Options -SCL-i01-3 r 1t1Ni 1fi +t111 r 3/8„ I' IS4 ii ti I II r;1I I I 1 ; Il i , ' 11' , � to A i k i4 . 1; 4 t , 46 SERRATIONS v 1 i 1 - 7 SO I i 2— R1/16'. 1 7/8'' 1/4" r~ , - 3/4" r_ 1/16' 1 / R.005 R.010 - i ,'ii ' ® 1 Kanii 2X R.01 4 \� L 4 60.00° eaj• / \ ° 3/ 8"+.002 \ 1 /8n DETAIL A SCALE 3:1 1 y { 877-859-3947 EcoFasten Solar'All content protected under copyright.All nghls reserved 10/09/14 37 EcoFasten Solar products are 0rotected by the following U .Patents 8151.522 82 8,153 700 B2 8181.398 82 8 166,713 82 8,146,299 82 8 209 914 02 8 205 454 02 8.272 174 B2 8,225557 B2 I,. ..I 9_' QuikFoot— Product Guide Specifications I ;. . 2AR r 1 GENERAL it f S Mf IAPY 1.3 SUBM" IA_ A WORK INCLUDES A. Submit manufacturer's written specifications. B. Base plate is 6000 series aluminum with one I 1 QuikFoot base plate attachment bracket that B Submit standard product cut sheets. PEM Type Press-In Stud 18.85S 1 attaches directly to the roof deck ( It ' C Submit installation instructions. C Fasteners to be compatible with chosen roof ®:I 2. Provide appropriate bracket and fasteners D. Submit product specific load test data,showing application and meet specified pull out values l for the roof system- ultimate and allowable load values specific to as shown in load test data. l 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 4 2 Section 07500 Roofing 1.L QUALITY ASSURANCE plate 3 Division1 Administrative and Procedural Installer to be experienced in the installation of lI Requirements specified roofing material for no less than 5 years in i_3 FINISH t 1 t 4.Division 7'.Thermal and Moisture Protection the area of the project 4 44 I 1.2 SySTEM DESCRIPTION A. Bracket is mill finish aluminum - 1.5 DELIVERY/STORAGE/HANDLING B. Base fashing-Black-kynar painted A. COMPONENTS: Inspect material upon delivery.Notify manufacturer 1. QuikFoot system consists of aluminum within 24 hours of any missing or defective items. PART 3 - EXECUTION bracket and base plate with(1)stainless steel Keep material dry,covered,and off the ground until sNd,(1)stainle55 steel nu[,(1)EPDM washer installed. 3.1 EXAMINATION and(1)bonded stainless steel and EPDM washer. A Substrate Inspect structure on which brackets 2 Fasteners PART 2- PRODUCTS are to be installed and verify thatitwillwith- ATo be of metal compatible with Quikroot anystand 2.1 MANUFACTURER additional loadingthat be incurred. bracket. may B.Fasteners should be selected for compat- EcoFasten Solar 4, t ibllity with the roof deck. 289 Harrel Street,Morrisville,VT 05661 B. NotifyGeneral Contractor of any deficiencies F - CFastener strength should exceed or be (877)859-3947 before installing EcoFasten Solar brackets. 1' equal to that of the allowable load of the www.ecofastensolaccom system.See test data at C Verify that roofing material has been installed y,i www.ecofastensolar.com 2-2 MATERIALS correctly prior to installing solar attachment 3. Sealant Of required by roof manufacturer): A. Attachment Bracket brackets. to be roof manufactures roved. 6000 Series Aluminum(choose one) ,. approved `7 INSTAL I ATION A 4. Aluminum counter-flashing LCP-SQ-Slotted A Comply with architectural drawings and project y� 5. Aluminum attachment bracket 2. F111-A engineer's recommendations for location of - '.I 'f 3.P-3-CSK system.Comply with Manufacturer's written in- 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 Comp Slide Cti 3. It is important to design new structures or 8.Custom assess existing structures to make sure that Xti �� .` I _ they can withstand retained loads. I f 877-859-3947 EcoFasten Solar All content protected under copyright.All rights reserved.10/09/14 4.1 EcoFasten Solar products are protected by the following U.S.Patents 8.151522 B28.153.700 B2 8.181.398 82 8.166.713 B2 8.146.299 82 8.209914 B2 8,245 454 82 8,272,174 82 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 §§3 through §§60 inclusive, all structural work defined as follows shall not be required to be performed by a Massachusetts licensed journeymen electrician: • Structural improvements • Elements of a Renewable Energy Generator's support structure that fall under a building permit (e.g., assembly of top-of-pole mounting structure on steel pole with concrete foundation prior to execution of any required electrical bonding of the support structure and associated renewable energy generator (solar electric module) to the support structure Policy # 9 Installation Crew Operating Policy Pioneer Valley PhotoVoltaics Cooperative POLICY DOCUMENT #9 Current version adopted by the Board of Directors on April 28, 2011 • Roof-top mounting support structures including but not limited to posts, stand-offs, flashings, feet, and mounting rails • Operation of heavy equipment involved in moving, hoisting, digging and other tasks • Earth work, excavation and concrete work • Manual labor involved in moving loading and unloading of equipment • Moving, hoisting, and attaching an electrically bonded panel assembly (defined as one or more assembled and electrically bonded solar electric modules) to an existing structural support designed to host the panel assembly. Note however that construction of a panel assembly is an electrical task due to the required electrical bonding activities. Repair and Servicing of Installed Equipment Repair or replacement of an electrically bonded and/or energized renewable energy generator (e.g., installed solar electric panel) will be performed by a licensed electrician or properly supervised learner or apprentice working with the licensed electrician. Replacement of an installed inverter must be performed by a licensed electrician or properly supervised learner or apprentice working with the licensed electrician, if the work requires removal of AC and/or DC conduit and associated wiring that originates outside of the installed inverter (e.g., removal of external AC conduit and wiring between the inverter and point of interconnection with the on-site electrical service). Note that this activity may require a wiring permit in some local jurisdictions. This requirement also applies to the servicing of an installed inverter that involves replacement or repair of components and wiring internal to the pre-manufacturer inverter (i.e., factory installed components that were originally shipped with the inverter) even though such activity may not require a wiring permit. Replacement of an installed inverter may also be performed by a qualified technician who may or may not be a licensed electrician or properly supervised learner or apprentice working with a licensed electrician if the inverter is of a "plug and play" design. Such a qualified technician can also performed other tasks that include installation and servicing inverter-based performance monitoring systems (e.g., replacing internal communication cards, making "plug and play" ethernet connections, etc.), assuming these activities do not require creation of a new AC power source circuit to operate the communication system(s). Policy # 9 Installation Crew Operating Policy Non Electrical Work at a typical PV Squared installation: • All Material Handling tasks o Module prep and moving o Ladder lift set up o Ladder set up o Trash/recycling removal and sorting • Structural Improvements o All carpentry work • Roof Mount Array o Fall protection anchor setup and removal o Layout and mounting bases o Racking up to but not including"bonding/grounding related activities" o Leveling of racking o Sealing seams/patching roofing/additional flashing • Ground mount array o Site work, earth moving o Trenching/digging o Construction of racking up to but not including "bonding/grounding related activities" • Conduit run o Making holes in structure o Fire blocking, sealing penetrations o Stickers • Power Board o Build wall, hang plywood o Stickers • Interconnection o Stickers • Monitoring o Wifi options o Any"plug and play'devices o Programming of monitoring devices o Computer based activities • Installation completion o Final building inspections o Install pictures-See checklist o Update one line and roof drawings to reflect as built o Completion checklist o Notes for others o COC left onsite • Misc o Truck Organizing o Material List, ordering o Daily check-in o Customer interaction and training activities