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38A-104 (19) 74 VILLAGE HILL RD- IS BP-2017-1014 GIS S: _ COMMONWEALTH OF MASSACHUSETTS Map.Beeek: 38A- 104 CITY OF NORTHAMPTON L.ot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit k BP-2017-1014 Project# JS-2017-001752 Est.Cost:$15940.00 Fee:$75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: PIONEER VALLEY PHOTOVOLTAICS 106329 I..,ot Size(sq. ft.): 24175.80Owner; FRANK JAMES Zoning: PV(100)/SG bt100)t Applicant: PIONEER VALLEY PHOTOVOLTAICS AT: 74 VILLAGE HILL RD - 18 Applicant Address: Phone: Insurance: 311 WELLS ST - SUITE B _ (413) 772-8788 Workers Compensation GREENFIELDMA01301 ISSUED ON..:3/13/2017 0:00:00 TO PERFORM THE FOLLOWING WORK INSTALLATION OF ROOF MOUNTED PV ARRAY SYSTEM - 2.88KW 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 Depafinen( Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 3/13%2017 0:00:00 $75.00 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck -Building Commissioner File# BP-2017-1014 APPLICANT/CONTACT PERSON PIONEER VALLEY PHOTOVOI.:FAICS ADDRESS/PHONE 311 WEj.-LS ST-SUITE B GREENFIELD (413) 772-8788 PROPERTY LOCATION VILLAGE HILL RD- IS MAP 38A PARCEL 104 001 ZONE PV(1 W)/SG b(l00)1 THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Tvpeof Construction: INSTALLATION OF ROOF MOUNTED PV ARRAY SYSTEM-2.88KW New Conslmction Non Structural interior renovations Addition to Existing Accessory Stmclure 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 INFORMATION 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/ORSpecial Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: §_, _ Finding Special PermitVariance* _ 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 Demolition Delay Sig • are of Budding i al 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 5, Building Department Curb Cut/Driveway Permit 212 Main Street Sewer/Septic Availability Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 Plot/sfe Plans Other Specify APP*ATION 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 74 Village Hill Rd, Unit 1S Northampton, MA Map Lot Unit Zone Overlay District Elm St.District CS Disoict SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: James Frank 74 Village Hill Rd, Unit IS Northampton,MA 01060 Name(Print) Current Mailing Address: (4(3)636-3589 See attachment (A) T.. ,ylane Signature 2,2 Authorized Anent: Pioneer Valley PhotoVoltaics Cooperative,LLC 311 Wells Street,Suite B, Greenfield, MA,01301 Name(Print) Current Mailing Address: J / 413-772-8788 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building $3 231 (a)Building Permit Fee 2. Electrical 12 710 (b)Estimated Total Cost of Construction from(6) 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) $15,940 Check Number of e55 i5 This Section For Official Use Only Date Building Permit Number: -- issued. Signature: Building Commissioner/Inspector of Buildings Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information _®_® RequiredZoning This column to be filled in by Building epapa nmwt 1111111111111•01111111=1.111111111M1 Setbacks front Side 11111111111111 Rear - ®11111.1.1111111.1.1.11101.1.11== Bldg. Square Footage Open Space Footage -111111--_ (Lot arca minus bldg&paved A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DON'T KNOW O YES O IF YES, date issued: IF YES: Wes the permit recorded at the Registry of Deeds? NO O DON'T KNOW Q YES O IF YES: enter Book Page. and/or Document# 8, Does the site contain a brook. body of water or wetlands? NO V DON'T KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained 0 , 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 © NO Q IF YES, describe size, type and location: E. Wil 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 p Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors ' O Accessory Bldg. ❑ Demolition ❑ New Signs [D] Decks 10 Siding(D Other[rte Brief Description of Proposed Work: wswivie..rrcolmu,ma;Iv any witmwavgwmeaaedspace.w msJout h %roc& 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 Se.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 Ta-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I. James Frank ,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) 1/27/2017 Signature of Owner Date I. Philippe Rigol laud ,as OwaerfAuthorized 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 Nam jed 1/27/2017 Signature of cadet Date SECTION 8•CONSTRUCTION SERVICES i 8.1 Licensed Construction Supervisor: Not Applicable 0 Name of License Holder: Maya Fulford CS-106329 License Number 159 Clark Drive, Giulford VT. 05301 0311412018 Address ) A 6:16„1 Expiration Date 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 8, 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(5)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes 0 No 0 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(I) 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 1083.5,1. 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 stmetuns 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 ail 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 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. 1 further authorize Pioneer Valley Photovoltaics Cooperative,or its designated representative,to obtain required permits for this project on behalf of the Owner,Any photographs or videos of this project may be used by Pioneer Valley PhotoVoltaics Cooperative for marketing purposes. A check for the First Payment is enclosed and J am returning this Agreement within 21 days of the Proposal date. Printed Name Date Grp Su •.tu e Er — Title Pwpuul and AgmemCm Y 00011180 Page im H Jamesflaat-nManbar 17 ?D16 C9Le Tpomvmoluwea i o 'C otcucoeia, t ° '; Office of Consumer Affairs and Business Regulation _ - 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 Home Improvement Contester Registration Registration; 140077 =..� Type: Privets CorperaEon 1 EWbaton: 0116)1017 14 270656 PIONEER VALLEY PHOTOVOLTAICSIQ PHILIPPE R}GOLLAUD = -- _ `--- 311 WELLS ST SUITE 8 GREENFIELD, MA 01301 --- _W;,. ,7 Update Addrem arid mull an!.Mreuse roe for chugs �, o mso>n, -- ❑"Fun 0 Rraenai 0 Bspkyms o t.rtc ra taw s&BeM Ak Off of Comma. Nauruan Licenseor rglWtlioe valid for lndividal us Duly E INPROVERENt CONTRACTOR - Worst*expiration date fffund Must= tNesinsus :'upon Type; Olga of Consumer Affairs and Boslsn Reeebrtios ExpItsaon, Sttc&7 Private estimation IS Pah Plaza-Wu SITS y - BWan,MA 021/6 P v-- VALLEY EA1 S COOP // PHILIPPE Rine I AND: 1/7///� 911 WEIIS ST StATE B < . 'GREENFIELD.AW 01901 ir. ,w� _ G- Uade» eterf mNot valid witbo :...4S1111/ se Massachusetts Department of Public Safety Nrw Board of Building Regulations and Standards License: CS-106329 Construction Supervisor 4 MAYA FLLFORRD ` 1611 CLARK DRIVE D z tltllL.FORD VT 01301 i. 6 til . ''�•. Expintlon: e`CoMmissioner 11me n ACORD CERTIFICATE CERTIFICATE OF LIABILITY INSURANCE DATh'MMD'YVm 1/3/2017 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(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCERLinda Powers Webber E Grinnell PN2t Fall. (413)586-0111 ,NCI:141115154-6481 8 North Xing Street Apo less_1powerflwebberandgrinnell.com INSURER_(SI AFFORDING COVERAGE _ NAIC• Northampton MA 01960 MsuRERARDI Global Ins. CO/KbeKili- INSURED INSURERB Markel Insurance Company_ Pioneer Valley PbotoVoltaics Cooperative, Inc. INSURER CInter'1 Ina. Co of Rannover/Bnergi Attn: Kim Pinkllamm INSURER D: I _ 311 Wells Street, Suite B INSURERE: Greenfield MA 01301 INSURER F: COVERAGES CERTIFICATE NUMBERMaster Lep 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. MM TYPE OFINBURAMCE -- POoMCYE F POD�CyV E%0 LIMITS LTRNOD MVO POLICY NUMBER TMWDCygp_1MMmWmY1F X 1 COMMERCIAL GENER.ALLIABIUTY I EACH OCCURRENCE ''F 1,000,000 � _ IuAMAGF TO RENTED 100,000 A CIAmSMADE LE I OCCUR PREMS£StMy_oneperri rst $ 0 __ kPGCR00029121Y 1/1/2017 1/1/2018 MED EXP(Any one Rayon) E 5.000 L_ PERSONAL a APV INJURY 1$ 1,000,000 G SLUR DERMAL AGGREGATE 5 2,000,000 OTHER`J Ec GEN'L AGGREGATE LIMIT AP(_ {_ POLICY r.... J T L PRODUCTS-COMP/OP AGO IS 2,000,000 I AUTOMOBILE LABILITY COMBINED SINGLE LIMIT • S 3,000,000 A I ANY AUTO BODILY INJURY(Per person) $ _.,,,, ALL OWNED1 SCHEDULED ) AUTOS X AUTOS EAD0000024121T 1/1/2017 1/1/2018 BODILY INJURY accident $ NON-OWNED PROPERTY DAMAGE S X HIRE()AUTOS $_AUTOS SPw ainsurelM} - - UndE^nsurmalplAelsgil $ 100,Doo X UMBRELLA UAB XI OCCUR EACH OCCURRENCE 4$ 3,000,000 B EXCESS UAB L CLAiMs4MOE 'AGGREGATE IS 3.000,090 DED X RETENTION$ 10,000 MAGRI/00241717 1/1/2017 1/1/2018 I$ ,WORKERS COMPENSATION X I PEERTVTE II LOTM OT AND EMPLOYERS'LIABILITY -" ANY PRGpaETDR/PNnNEWEXECUTWE Y/NEL EACH ACCIDENT 1 1,000.000 BRICEIWEMBER EXCLUDED? ,NIA ] A IMandalory In NH) DIGC1o00241217 1/1/2017 1/1/2010 EL,DISEASE-EA EMPLOYEd$ 1,000,000 If Yea desmOeamer EL.OISEASE- DESCR;PTRSNOFOPERATKINSeerm POLICY LIMIT $ 1,000,000 C ' Commercial Property I CYR173174a00 1/1/2017 1/1/2019 Business persmMP'Welt $1,750.000 1 I I I Iasi/illation 8350,000 DESCRIPTION Of OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If ore space Is rpulrs) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Par Informational Purposes Only THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED W ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Linda Powers/LMPr � .G(..._. <„ v, ©1988.2014 ACORD CORPORATION. All rights reserved. ACORD 23(2014/01) The ACORD name and logo are registered marks of ACORD INS0251anucn1, The Commonwealth of Massachusetts ai=T�i Department of Industrial Accidents IMI_ 1 Congress Street, Suite 100 SF `I= Boston, MA 02114-2017 -war „it www.maasgov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY, Applicant Information Please Print Leuibly Name(Business/Organizatiotvindividualy PIONEER VALLEY PHOTOVOLTAICS Address: 311 WELLS STREET, SUITE B City/State/Zip:GREENFIELD, MA 01301 phone #:413.772.8788 Are you an employer?Check the appropriate box: Type of project(required): (1:2 I ant a employer with 45 employees(full and/or paddimer 7, ❑New construction 2.0 I am a sole proprietor or partnership and have no employees working for me in 8. Q Remodeling any capacity.[No workers'comp.insurance required.] 701 am a homeowner doing all work myself.[No workers'comp.insurance required.j' 9. Demolition 4.Qt am a homeowner and will be hiring contractors to conduct all work on my property. will 10 Building addition ensure that all contactors either have workers'compensation insurance or are sole 110 Electrical repairs or additions proprietors with no employees. 12.0 Plumbing repairs or additions 5 I am a general contractor and 1 have hired the sub-contractors listed on the attached sheet l3,❑ROOf repairs These sub-contractors have employees and have workers'comp.insurance t 6.0 We are a corporation and its officers have exercised their right of exemption per MGL c. 14.QOther SOLAR PV 151,§I(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checksbox#1 most also fill out the section below showing their workers'compensation policy information. r Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tentactors 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-contractorshave employees,they must provide their workers'camp.policy number. I am an employer Maris providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: HDI Global Ins. Col Energi Policy#or Self-ins.Lie.#: EWGCR000241217Expiration Date:01/01/2018 Job Site Address: 74 Village Hill Rd, Unit IS City/State/Gip: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 51,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to 5250.00 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 Dallies o£perjury that the information provided above is true and correct Signature: Date;03/07/2017 phone#:413-772_8788 Oficial use only. IM not write in this area,tube 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 S.Plumbing Inspector 6.Other 1 Contact Person: Phone#:_ (pv)' Frank-Northampton PV Squared AY wtl{ • ?; Roof mounted on ,i: : - !:! new building,PV , 2.88kW;8 i Sunpower SPR-X22- 360 C AC \ t , . i, \ , -_, _ I. • iI l• :„...: ' .1 . — ---?,. • 1 .„...._.4ir•-:I -' 1 • `______ -. GooSle ear-: r , ' Owner: James Frank . _ Address: 74 Village Hill Rd, Unit 15 , Northampton, Massachusetts 10160 Phone: 413-636-3589 I !.L . L1i.; • e-mail:jfrankmd@comcast.net Array Area ' �� • System Size : 2.88 kW DC i t , PV Array: (8) SunPower SPR-X22-360-C- E _________ AC , 4 rows of 2 mods in portrait aligned next to existing PV systems recently installed. i iiaiiiiiiik Mounting: UniRac racking on L-feet on Quickfoot bases Roof Structure: Building designed with PV arrays in plan. See engineer trusses stamped drawings. Roofing Material: Asphalt I - -thine- - T)"ae4e °", - Upper Ridge Flats West Northampton,MA 14011959JR 1'T01 COMMON 32 1 0013 Urivesal Forest Produce /,,Mr 620t4 Wee Inc 'sm 26 08:. 4-pno-1 ID:U840QDm6txlplSHXgmIWoo4a96TC-P OYsO_431Na01Mtb_xD5pGmem pryz. 3q m I -2-104 9-0-0 18-0-0 27-0-0 36-0.0 2-104 1 944 9-0-0 9-0-0 9-0-0 5x6= Scale=1:80.6. 6.00 12 j 5 4x6 18 19 4x6 4x4 417 I fi 4x4 0 3 ••161x 5x85x8� W4 W157,11S11111111111111111411111111‘7 I 8 W3 •W3 1 v1 v n Q N Bt rI :1 , Ir la Al a • 15 21 14 13 22 12 23 11 10 24 9 5x6 II 3x12 M18SHS= 3x8= 4x6= 5x6 I I . 4x6= 3x12 M18SHS= I 944I 1840 I 2740 I 36-0-0 944 94-0 __011•!.4 OI,Y)-EB30,a2.8J,was-c -3.41[&12. 21l IROJ-0.a411,110 & 2P.1-0L n5ASQoo.2!_ -_-_- _ O - -------- -0 - ----- LOAoNv OPAC24O 240 Cel 091 in (oo) Wee Lid PLATES GNP TC 42.3 Pgla$Immo 1.15 It 0.83 VIdO.L) -0.48 10-12 >890 360 M 20 1111144 ( b� 5'A ( Umber YloSSN 1.15 BC 048 VeA(0.) -0.7210-12 >589 240 M1864-1S 107/144 7006 100 I Rep Stress NC YES t WB 0.83 Horz(Tt) 0.08 9 Ne n'a BCOL_. 10.0 I CedeBCJ00BnP170W (lairb4 Wegfx2020 FT-4% LIMBER- BRACING TOP CHORD 2,6 SPF 2100F 1.8E TOP CHORD SWctra wood sheathing drectry applied Or 4-3-8 oc pins,e/ceot end verticals. • BOT CHORD 2x4 SPF 2100E 1.8E BOT CHORD Rigid ceeng dvecty ap0ieo or 2-2-0 cc bracing. WEBS 2x4 SPF No2'sA¢epr WEBS 1 Row at rnidpl 7.12.'312 • WI:2x8 SP No.1 REACTIONS (IMsae) 15=284995.8(min.0.4-14),9=24380-6.8(min 0-4-4) Max Hort 15=1530.0 8) • Max Up0R15=-1590.0 8).9=57(LC 9) Max Grav 15=3124(LC 13).9=2713(LC 18) FORCES. (D)-Max CompA,Mx.Ten.-Aa forces 250(5)or ass except when anown. TOP CHORD 1-2=0289.2-18=3373.476.3-16=2961/511,3-4=274&487.4.17=2607/495.17-18=2509/503.5.18=24771523.5-19=2477/525.6-15=2513'505,6-7--2752489, 7-20=3185'520.8-20 3416I-498.2-15=3041.614.8.4--,2629M24 BOT CHORD 15-21=246/276.14.21=-246276.13-14=349.2809.1322--3492809.12-72=34912809.12-23=-3652870,11-23=-3652870.10-11=3652870,10-24=46/320,9-24=-46/323 WEBS 5-12=190'1231,7-12---946246.7-10=-484'176,3-12=872226,3-14=501/170,2.14=-30812785.8-10=3307735 NOTES- 1)Wad:ASCE 7-05;100mph;TCO.=5.0psf BCD1-5.0psf.h=2411;Cal 8;Exp B enclosed:'MFRS 40w fiae)and C-C Exterior(2)zone;cerdever 0-T,and right exposed;C-C for members and forces&MY.FRS for reatlions shown;Lumber BisiaGO Type lag 106 Fiats West Northampton,MA 0001 I740119511R •• Ga1AGE G BLE 2 2T RebrenesAgSonaS .. o �lw�2q� ��s��aoe�5 �o woe t tiiAnelYdastProi)m ID:U84DQDm6onp1SHXqmPACc4z95TC:-tbkO14fzw2zT7nlz1�n�gef�AlPKMzTHF7my qL A0. 4106 944 18.0-0274-0 36-0-0 3 2404 1 944 ti 9-0-0 l 940 i 9-0-0 • 44= Scale=1:75.9 6.00.12 5 i 4x4-."- 4x4 - III 5B 59 4x4 4z4 Sly-573 6 4x4 3 . ' 6 7 1' 12 S 12 S 0 K ST2 \ SI: _ 5x6 5x6 ST1 �- S 3 :� I1 8 60 r Ili gi ° •''� +3 /j ►�... \: / 11111b11. '• 1 gi . ,...i," f (NI .... _+_1,.......'%',MISILLllillIlli lei 15 61 62 63 64 14 65 13 86 67 68 69 12 70 71 72 11 73 74 10 75 76 77 78 9 4x6 4x6= 8x8= 4x6= 8x8= 4x8= 4x4 11 9-04 I 18-04 2700 I 36441 -lsil�ieeb 1-1202-81,WO-1-12.04A.j11114.0_-_ _ --- -- -- i ) LId , SPACING- 240 Pats In/0eaae 1.76 IC 0.37 Vert(LL) -0.14 12.10 999 360 MI-20 197!114 LOADING OA ICU- 42.3 (QOM Snosal65.0) Lumber lacrosse 1.16 BC 0.66 Vel(T1 -0.25 12-14 n999 240 TC114 17J) • • - Rep Sons ncr NO 969 0.59 Fha(TL4 0.05 9 Na n'0- 41.2 ____ B CS WD_- ---- Coda IBG20oWtA120C7 _ _ - - - --- -- - Wesiginb 649-6 FT-4%---' --' , 14111- BRACING- TOP CHORD DB SAF 21000 1.6E TOP CHORD Struaua wood sheathing cited*applied 0-6 1410e pains,-opt wl6 wled& BOT CHORD 216 SPF Not 601 CHORD Rigid telling dreGly applied or 1044ockeeing ekes* WEBS 2x4 SPF Not'Except, 6-0-0 oc bracing:14-15. Wt:2X83PN0.1 OTHERS 2e4 SPF Not or 2x4 SPF Sud'Except' ti ST12:DM SPF Not REACTION& (WNW 15=38300-5-8(mmn.63-3).9-3202/-5.8(min.0-2-11) Max Hoa 15=153(LC 7) Maax Gray 15-407 C3(L 1)2) CC)17) FORCES. (b)-Max.Comp./Marc Ten.-All fortes 250(tot or toss exoeptwMs sham. TOP CHORD 1.2-111288.2.56=-4571456.358=11571491.31=35211430.457=3380'437,5758=-3282446.558=3253/486.559=•3253/462.6.59--328701-61.6-7=,3526425, 7110+-4124/543,8-8(.4354/521.2.15=-3776'456,8.9203/680 BOT CHORD 15-81=234/482.6182 234/462.62-63=234/482,63.645-234482.1464=234/462 14-65=450/3875,13-65=.363875.13 -4500975.6-657=-45013 8 7 5. 67.68=-45133875.68-69=4503875.12-89-4503875,12-70=-4150/707.7071e-415/3707.71.72--4153707,72.734-415/3777.11-75=415/3707.11-74s-415.3707. 10-74=4153707.10-75-70/440.75-76=70440,76-77=70440.77-78=-710440.9.76=-70440 WEBS 5-12=-29511914.7-12=-11367,63.7-1(r=-4171123.3.12=-13271204.3-14 21248.2-14=3063693.8-10=3562464 NOTES 1)2-pty truss to be connected together weh lad(0.131'43')nabs as fdi,rvs: Top chords connected as tolows.2x8-2 rows ataggerec at 0-9-0 oc 2x8-2 rows staggered e:0-9-0 Oc. Bottom thuds connected as follows-DB-2 rows staggered at 0-9-0 cc. Webs Connected as/blows:2x4-1 row at 0-9-0 oc. Z ed beds ase considered squad),applied**I pies,excep',if noted as front(t)01582/0-Iaa in the LOAD CASES)section.Pry to pry conneCons have peen provided:0 dismbvte col' loads noted as(F)Or(B).unless ofhe'W6e indicated. 3)Wind:ASCE 7-05;100mph;TCOL=53pst BGOL=S.Opst 1s=245;Cal.II:Exp B:enclOSOCt MWFRS(tow-flue);rsnliever left and right isQosed;Lumber DOL=1.60 ptato grip DOL=1.6C 4)Truss desi0ned for**rid loads Atha plane of the truss ony.For%*lids exposed to wifld{romcaliothhe lace),sea Standard'rcussty Gade End Detsds as appiable,or consul Woit5ed i budding designer as per ANSVTPI I. 5)TCW ASCE 7-05;Pg=550 psi(ground anew);Pf=.42 3 psf Mat roof snow);Category II:Exp 3:Pardee,Eq.;Ct=1.1 63 imbalanced snow bads have been considered fort this design 7) 05 truss/las been designed for greater o'min roof lee load of 18.0 psf or 260 Ones Mt flet bad of 423 pst on overhangs non-concurrent wM deter live loads. 8)As requested.plates have not been designed to civvies be placement tolerances or rough hun<bing and erection conditions. It is the responsWity 0r Ma fabricator to increase plate sizes to account Ion these factors. Pees Bullsspaced al 2-6-0 cc. nvueidicated- 1q Gabie 11)This Luis has been designed for a 10.3 psf bottom chord tee bad r CslconNnem we any other the beds. 1Z Prv+ide mtr.?unica to nectton(by*herr:os truss*bean®plate capable of w'Rmtandmg.49610 uplift at joint 15 enc 428 b up111 a1 jar.9. l ,� 13)T145 truss is designed in accordance wtn the 2CC9 Ida atiOrul Budding Code secti0r 2308.:and referenced*ardent ANS,-TPI 1 14)This truss has been designed for a moving concentrated bad o'250.0Ib live arc 25.0)dead located a1 as mid panels arc al all panel pants aKKg the Top Chord and Bottom Chore. iOnaaresd 0131 Fa and dead beds. 15)'5e 5-0-dg d pevrovaxs nncudirg heels'Member end bdty model was used Si the analysis and design of this t suss. 16)Use Mot-Wad(Wth 163 nide into Girder 5 10d reds into Tyres)or egwales spaced as 29-11.4 oC max.staring at 3-0-6 from the ten end to 32-11.10 to connect bushes))326 11 ply 2x4 SPF).C171(1 ply 2x8 SP(.1028(1 ply 244 SPF).C401A(1 ply ZS S),to dads fay of ho6oln Ulad. 17)Use USP.1.25(MM 10d Odds into Girder b NASD tale dao Trusts)or equivalent spaced at 240 ce max.starting at 5-4/12 from Use len end t0 30-11-4 to combed truss(es)J02A(1 ply 2x4 SPF),,0213(1 py 2.4 SPF)to back bee of bottom Mad. 18)FN as nal:hobs Ware harper Is to Contact eel barker. 19)Studdig applied to ply.t(Frore) • • LOAD CASEsCa Sanded �y1Yt OF M 11)Dead+&v.,(balm:Lu ber Increase=1.15,Nieto Increase=1.15 (C Uniform Loads(plf) Vent 1.2=-119,2-5=-119.5J3=119,9.15.420 Con ensu e0 Loads(rob a fiN X(SiVent I0=-76(8)14=-165(3)61=173(B)63=165(B)64=165(E)65=165())66=78(B)88=78(B)69=-78(E)7Os-7t3tB)71= (9)76 73-76(8)74=-76(19)75=76(3)76=-76(B•i p • 78=-155(8) C t x No.43026 4FF:GISTER€V\', 1 ,_. x This trst,i,!,1 hr fain.rsed/ns ANSUiPI qua*ty requiaaenu.Platy dug be of size aid type shorn and omtard a joists W igs oft:mise asxal Tbie design is based upon paamcras shone.=ss)i.for an t dittdaal building nnpmm;robe insnJiel rad leaded ssmiaity.Applicability of design mi.=sed psi iex'arpaation ofcompoacet is responsibility of the Bidding Daigna.Bulldog Omigoa gull verify III design Cil) infmur,c n an rho feat for coofirmaexc with Nrditisns and rog0iaoeou of the spxif c buitdisg and'ovarian;codes aid°Minims,Badding Des:Fea aoccpts rcaionsisitdy for dee«.e ss acsaasy tit-be dcipp+ informa:rn en.r mu.c<L.<;a a sp the hoidieg-Cain-tauten is valid only alien tress is fabricacd by a UR xenpWy.Bisons sown is for lateral support of truss omateri nay and does n•os rnptvsc morons and patmner hraane.Rena to Building Cornponan Safety Lnranucv.s rSCS/)for gmmal pedxsce rnywdng:mtags.dehsery,intim and bracing available Gran SBCA and Truss plate laain ee. Job pluls Taws Type 14011959JR 'G01GE GABLE L� ply 2)uPPer Ridge Flats West Northampton,Nle 00-- . --s°psoaeMar-�u+��tr -q� ; 1 tAresah F 1Q-4 • i d8 18-0-0ID:U84DpD1n6onpl IVYcW 7kcfli7kkK0o78ZI335 �ky 27-0-0 36-0-0 I- 2.10.8 I 0 9-0-0 9-0-0 9'4 9-0-0 4x6 = Scali=1:76.9 s.0012 • • 5 . 4x4 5859 Mil 4x4 4x4 STS 57 • 6 4x4 3 , 7 fi � S10 S 2 S 2 S '0 I\;' W6 :r/r6 t!< T2 4x8 - 4x8 STt '` f1 1S3 4S8'� i�S i 3 1 c ,1 Q ra ; �� a N r-- 'S :S �s� aaaa�-i 15 61 62 63 64 14 65 13 66 67 88 69 12 70 71 72 11 73 74 10 75 76 77 78 9 4x8= 4x6= 8x8= 4x8= 8x8= 4x6= 4x8= 9-0-0 18-0-0 27-0-0 38.0-0 r-t urea oc �b2ot�astfp.24 iQE4s (T { t4-&4.60.481 O2-0j J33- 1 O}-0 15 0.190-1-L i 1140 _- T � 423 SPACING- 2-3-0 081, I DEL In Gal Vdet1 Lid PLA1E8 Gf1P ._. ( & �� Pates Increase 1 15 TC 0.38 I V -0.18 9-10 >999 360 WT20 197/944 7CDL 17.0 Lumber increase '.15 BC 0.82 -0.3'I 9-10 >999 240 BCLL OA Rep Stress Ino' NO 618 0.78 HeX(TC) 0.04 9 ma rue ..BCDL 10.0 Code 18C2009,TP1200' massy Weight Sid 8f FT=4% LIMBER. TOP CHORD 216 SPF 2100E 1.8E TOPC*4ORD St ichral wood sheathing directly appfed Ci 6-0-0 do wins, nit eg end verticals. BOT CHORD 246 SPF Not BOTCHORD Rigid caring&witty applied or 10-0-0 oe bracing. Except WEBS 2x4 SPF No.2 Except' 0.6.0 oc bradrg:14-15. W1:2x8 SP No.1 OTHERS 244 SPF No.2 or 2x4 SPF Stud E.xapr . $712 294 SPF Nat . REACTIONS. (Atm 15=4586,458(Min.0-3.12).9 17445-8(Mn.0-3-7) Max Herz 15=153(C7) Max UplS15=35(LC 7).9-532(LC 8) Max Gran t5k772(LC 12),9=4380(LC 17) FORCES. (lb)-Max.Comp./Max-Ten.-All faces 250(0)or less except when shown. TOP CHORD 1-2--0269.2-56=5419/615 3-56.-50164360,3.4--4(192/514.4-57=3951'517,57.58.-3864#525.5-58 7/515,5-59=-3827'S41.6-59-3855'521:6-7=4097/505, 7-603-52331659.t16(k-5463537.2-15=43171556.8.9t3901453 SOT CHORD 15-61=216578,81-62=216576.62-63=-216,578.63-64=21605M 5464=2($578,0485x592M630.t,id5=-592'4553.t35=.5974630.66-87-59248X. 57-6a--582/4830.68-69-59214630.12-89.-592!489412-7f -51914898.70-71*-51914888,71-72+-51W4696,72-75=-519''4696.11.73=51914696.11-74=519/4596, 10-74=51914696.10-75-88/597.75-76e-881597,76-77=-88597.77-79-681567.9-78=--88$97 WEBS 5-12=36.52417,7-12=1740/302,7-10=3316580.3.12.`1638'291.3-14=313555,2-14=42444351.8-10=44.344319 NOTES- 1)2-pry truss to be connected together*eh 10d(0.131'x3)nets as blows. Top'beds connected as toles:26-2 rows scaggerec at G6-C Co.2xe-2 rows staggered at 69 0 oc. Bodoni chords connected as follows:2x6-2 tows staggered at 0-5-3 oc. Webs corneded as taws,24-1 row at 0-9-0 oc. 2)Al loads are pondered equally*pled Ic at pees.except if noted as from 7)or bark(6:bee n the LOAD CASES)section.Ply to pry ca'n'yons have been provided to distr4bue only loads noted as(F)or(B).unless dheawtse Indicated. 3)Writ!:ASCE 7-05;100mpt4;'COL=5.0peC 9COL=5-Ops!5=245:Cao.II:Exp B enclosed;Mil/FRS(low-rise);cantilever let ane nghl exposed Lumber DOL,.63 plats grip DOL.'.63 4)Truss designed Ate wind bads n the plane of the truss onry.For sags exposed to wind(rtcrma;to the face),see Standard Industry Gable End Details as applicable.or cons,i poabtec bwik ing derkfor ae per.AhlS7!?PI 1. 5)T(YL-ASCE 7-05:Pg.55.0 psi(ground snow);Pf12.3 psi(flat roof snow).Category IT,Exp B.Partiay l y.:C:=1.1 6)Unblended snow toads have been considered for this design. 7)This truss has been designed for greater St nen roof live bad of 18 0 psi or 2.00*nes fat root bad o142.3 psi on overhangs ronconc,arent with other eve loads. 8)As requested,plates have not been designed to provide for placeme t tolerances or ro.4gP.handling and erection cdndi:iahs. It is the respcnsibity of the fabncata lc increase prate sizes to a'tvcmtt be these tenors. 9)Al pleles are 24 MT20 avers otherwise eodcated. 10)Gable studs spaced re 2.0-0 oc 11)This lr lsa has been designed for a 13.3 pef bottom lord Eve toad ronconcCunen;with any other We loads. 12)Provide medanical con-4edion(by others)of buss to tearing plate capable of withstanding 635 Ib upset at)art 15 and 5321b uplift at pet 9 13)'fids buss is designed in accordance with the 2673 iMenabonat Suit o ng Code section 23306.1 and refe.nceu standard AVSSW.'t 14)This truss has been designed for a moving concentrated cad of 250.0E live and 25 Oto dead located at all mid parted arc at all panel points along the-op Chord and Bottom Chord, sb0glrtetl with be and dead bads 15)'SeraFdgd plchbreaks inducting heels-Member end fatty model was used in the analysis and design of this truss. 16)Lbe USP MJC26 Wet 16d nails into Girder 8 10d oath into Truss)or equivatert spaced at 29-117 oc max sharing at 3-C-6 from the let end to 32-11-10 to conned truss(es)302(1 pry 24 SPF),C.IO1(1 ply 2x8 SF).732(1 ply 24 SPF),0.101(1 ply 246 SP)to pont face of bottom chord. 17)Use USP,L26(With 100 rale into Girder 4 NASD nada into Truss)or equivalent spaced re 2-0-0 oc max.siadang a:53-12 from the let end ho 30-114 to conned trusses)J02(1 ply 244• ri 1 ply 2r4 sP9 to front face a bottom Chtord. 18)FM al nal boles ere hergn er is contact with lumber. f9IS '1P aPOledbprj:l(Front) LOAD Ca (9)Sanded lH OF t(,r„_ . • 1)Dead*Snow(bafanee�:Lumber tncreasee1.15.PlateInaease=1 15 -'kS Uniform Loads(pt) --S‘<("7"‘" ` i Vert f-2-119.2-4=tf9.6-8=tt9 9-f3=2O •�G ConaYibated Loath(E) Vat 15400(5)14=3000)61.-308(5)635-300(5)64-300(F)65=333(F)66=76(77 68=76(F)69=-76(=)7�-76(5)71x.76(F)73-78(5)74=-300(F)75= •HN u - ) 300(5)7e-3oo(F) 13 .. 7 C /• No.43029 • yD�RF�/STER�� t'4( FttP lets aha&;,..,5,fsle...d i.-R:'0 l rintS7'regmmnomu.nabs spall tr thin eed gpc sbo'we and micred spiels tnlas otherwise eixot Thus design is hexed ops puraucse �-.,,..M u fur sn indi=idad 'erilderg cmgwaent to he installed and bided venially.Appiiabdey of desire peatncars end proper ce apias:iun of consp,ecut is p nsibilihp of the&Ald'ng Design...Building Desigucr shall verify la design (i afaaat(oa 05 this shed for conferees=with avrditwos and rcquitr rots of the iixidec building and$veso6g soda mai.=ding a sa-Bmkding Doigner accepts rrspm.ihituy fa it...c ire n ,a a esep of the doip, al453440r at it nay MI=ran specif o boilmote Ccnif em ss ratid only when truss is fabricated by a L'FP ssmpnny.Owing shovel is for iters:support of coo...ben qtly add deo nal repbee aalim tad permanent enwing.Weir to Bwlding Compn.cn.Stray tnfer.aaim(SCSI)he amen)erielmee regaiing xwoan,dclive,.amid sod bracing available from S9CA rid't us;raw Iogi... SunPower`'`' X22-360-C-AC ' Residential AC Module Series Design-Driven Advantages 022 • #1 module aesthetics and efficiency' • Unmatched moouie reliability2 - r SERIES • No electrolytic capacitors • 25-year Combined Power and Product 1 ` Warranty Maximize Value for Roof —' • Size system for roof, not string inverter • Optimize performance of each module ■ Y , Expand Deployment Options • ' ' ' • ' • Comdex roofs and partial shading • Small systems - _ • System expandability Simplify& Speed Installation Optimize System and Installation Efficiency - Factory-integrated microinverter • Robust,double-locking AC connectors SunPower4 AC Modules,which include a factory-integrated • Design C!exbility offsite and onsite SunPower micro!nverter,provide a revo!uzionary combination of high • No DC string sizing process efficiency,high reliability,and module-level DC-to-AC power conversion. • sewer instatation steps than competing systems Designed specifically for use with$unPower lnvisiMount""and the • Intuitive commissioning SunPower Monitoring System,SunPower AC Modules enable rapid installation,best-in-class system aesthetics,and intuitive visibi'ity into Component of Complete System • Built for use with SunPower invisiMount�" system performance.All this comes with the best Combined Power and the SunPower Monitoring System and Product Warranty. • Superior system reiiabilizy and aesthetics "7— 0 id/ll • x:. ' r sunpower.com Afi SUNPOW ER "'. • J • n, ' i volios , . , SunPower' X22-360-C-AC ' Residential AC Module Series Power Data Mechanical Data SPR-X22360-C-AC Solar Cells 96 Monoc/stalline Maxeon°Gen III Nominal Power3(Pnom) 360 w Front Gass riign-transmission tempered glass with anti- , Power Tolerance +51-0% reflective coating Avg.Panel Efficiency' 22.2% Environmental Outdoor rated Temp.Coef.(Power) 0.30%/°C _Rating• • Three bypass diodes _Frame Class 1 black anodized(nighest MMA rating) Shade Tolerance • integrated module-level maximum power Weight 45.5 lbs(20.6 kg) - • point tracking Max. Recommended 13 in.(33 mm) _i Module Spacing AC Electrical Data Output @ 240 V(min.Inom.imax.) 211/240/264 V Output @ 208 V(rnin,fiom./max.) 18312081229 V \ arrar1 es and Certifications Operating Frequency(mi ./n m. max.) 59.3/60.0/60.5H z25-year limited power warranty • Warranties Output Power Factor(min.) 0.99 • 25-year limited product warranty AC Max.Continuous Output Current @ 240 V 4.33 A • UL 1741,including compliance with AC Max.Continuous Output Current @ 208 V 1.54 A applicable requirements of IEEE 1547 and AC Max.Cont.Output Power 320 W IEEE 1547,1 " DC/AC CEC Conversion Efficiency 96.0% • FCC and ICES-003 Class B Max.Units Per 20 A Branch Circuit @ 240 V 12(single phase) • AC module Type 2 Fire Rated Max.Units Per 20 A Branch Circuit fol 208 V 10(two pole) • UL 2703 Listed when installed with Certifications InvisiMountT1 Class A Fire Rated when installed with Tested Operating Conditions invisiMount'""and when distance between Operating Temp. -4G'F to+185'F(-43�'C c;,+85°C) roof surface and bottom of SunPovier Max.Ambient Temp. 122°F(50°C) module frame is s 3.5"(8.89 cm) Max.Load • N/rnd.62 psf,3000 Pa,305 kg/rn2 front&back • Alternating Current(AC)Module designation Snow:125 psf,6000 Pa,611 Ig/mz front _ enables installation in accordance with NEC impact Resistance 1 inch(25 mm)diameter nail at 52 mph(23 690.6 m/s) PID Test Potential-induced degradation free • i - 280 mm 111.02 in] • Ex.t TO,'(-Irlip mu EE (43.6,rq ` - - rl r. I a 1111 I30 mm "Highest of over 3200 silicon solar panels,Prloton Moclt,le Survey.Feb.2014 ' 1 (721rtl 241 rank in'PN Module Durability Initiative Public Report,'Fraunhofer CSE,Feb 2013.Rae out of the •' top eight largest manufacturers were tested.Campeau,2 et al.'SunPotver Modr:le Degradation Rate,' -�_ SunPower white paper,Feb 2013.See wnw.sunpower.comlfacts for details 1558 mm t ;Standard Test Conditionsi1000W/rnzirradiance.AM1.S,25°ClNRELcalbratronstandard50105 ' —(61.3 in]-- -;I current LACCS FF and voltage.All DC voltage is`Lilly contained within the module. `Based on average of measured power values during productiol. Please read the safety and installation instructions for details. See womsunpomer.corn.rfacts for more re'erence irforma:ion For more de:ails,see extended datasheet:v,•nw.surpower.cornidatasheets. Document C 516046 Rev C JLTR_US SUNP WER SOLARMOUNT® m/s most versatile mounting system 1 „....000001, _ — _ _\\ -- --,---_,„ ----111 \ 1) ,=== ILII: --.,._ i_t r s i t ii 1 t1 nkl- tiLt 1-11- ilt ` .�.. !moi \z; Ground Mounted— Roof Mounted Open Structure IMO Google Campus, California Solution Solution Solution �cc7,courtesy of E' Solutions Inc. SolarMount is the most versatile PV mounting rail system on the market today. We've engineered installer-friendly components for maximum flexibility, allowing you to solve virtually any PV mounting challenge. The universal SolarMount rail system has three options which can be assembled into a wide variety of PV mounting structures to accommodate any job site. Unirac provides a technical support system complete with installation and code compliance documentation, an on-line estimator and design assistance to help you solve the toughest challenges. rili u N 1 RA c Bright Thinking in Solar Visit us online at www.unirac.com SOLARMOUNT® RAIL OPTIONS ATTACHMENT OPTIONS KEY BENEFITS PV's most versatile mounting system Flexible Components Speed Installation of Solartri au st'Rail SolarMount°HD HO(heany duly)cad addt the'SolsrMovrnt advantage Standoffs Maximum flexibility to PV PoleTops',U-LAs(see separate data sheets). Use standoffs whenever flashed installations and custom applications that require long spans. are required,on the tools,for example.Two- pie •w aluminum standoff allow precise plan- low-profile configurations rent of a(lashing over a secured base prior to the • Roof or ground mount installation of the standoff itself. • _ •`"'yy.�, -�� A All standoff types tome in four standard Pitched or flat roof _ heights:3,4,6.and 7 inches.Appropriate c ft flashings are available. Ease of installation - JP Serrated L-feet Installer-friendly components a - Standard forground mount Installations on x k 4 t� Minimized penetration with j residential and commercial rooftops.use L-feet longer attachment spans than • alone above asphalt cnmposuon shingles ar in competitive products conjunction with Oat top standoffs,Mount 1 ' standard nr light fails.Configure to either of Designed with customer input �.' cit,.., - two rail heights,one promoting air Flow for cooling,the other offering close-to-the-roof aesthetics Grounding and wire µ management options • > ,: ` ` \ ` Strut-in-Tube Style Legs Complete technical support \ Quickly set tl r high Oh angle required Styles are available for high profile(i or 2 legs per • Installation and code rail)and low profile installations. compliance documentation Each series offers three leg lengths so that you ` �$,,,-_ ` can adjust to exactly the lilt angle •you want— Online estimator h> - INIP y up to a maximum of 60 degrees—without cutting and drilling at the Job site. • Person-to-person customer service Standard SolarMount° Standard rail gives you ultimate flexibility,including • FastFootnM bottom mounting and tilt-up options. • the FastFootm attachment features Eco-Fasten Core component for Unirac MODULE MOUNTING technology the Atto ow Guard Company, mounting solutions allowing attachments to metal,concrete and Assembly Sequence Is Your Choice wood todd c without compromising the integrity • Three rail options to of accommodate any job site • Top Mounting Clamps Bottom Mounting Clips • Incorporated into other !deal for flush mount applica- Use bottom mounting flip; Tile Hook major product lines lions,such as residential rooftops, (standard and HD rail only) Made from rant.rluminum,the tile hook where it is most convenient to whenever you prefer to attachment provides SolarMount with a secure footings and rails before preassemble the array using : \ g cost-effective solution Tor barrel or Spanish installing modules,top mounting module mounting holes. s clamps securely grip arty point of Simply fit the clip into its rail file roofs.All required lag bolts and hardware the module frame,freeing you slot over the mounting boll for a are included.Refer to the tile hook engineering f li h front the constraints of module a secure connection.Adjust the data for max load capabilities. � ,^317\ sir mounting holes. clip position anywhere along � U ��� N( �!,,,,:a ,, __, the rail slot. Bright Thinking in Solar _. _-_ -„-,..„-------'-- _ _ .. _ _ _ _ _ _ III.11 111111111111.1111' __ -- __ _ _ - .. - _ ::: :_ _ _ • _ ... _ , _ _, - _ , , _ _ _ _ .. ._ _ _ _____ _ ,_ _ _ _ _ _ - ' - _ _ _� * ;i : _ r., . ., __ ___ - i ..,r ___ . __ ,,_ _ _ , _ a. ... .. .__________ , _ _ r _ _ _ I ... ..„ - an' 4., ..„---- Ar Ir in, Ar' IF ar Ilr 411,......41:„...................„› a AI I' .r II r Ar T A!' r .r .r 4 � A' Component Specifications Code Compliant 6o63.-T6 and 6o63-T5 The SolarMount® system is PE certified. • SolarMount ballast frame Call Unirac for documentation applicable 63.05-T5 aluminum extrusion . to your building code • SolarMount' rails • Mounting clips and clamps Warranty • Tilt legs and L-feet SolarMount€' is covered by a io-year limited • Two-piece standoffs product warranty and a 5-year limited finish Severe Condition 4 (very severe) warranty. zinc-plated welded steel For complete warranties, download any • One-piece standoffs SolarMount® installation manual from our web site. 18-8 stainless steel • Fasteners k :PUNIRAC uNIRAc Bright Thinking in Solar Visit us online at www.unirac.com Ir A 46 SERRATIONS -43 R1 /16" 1 7/8 — 1/4" 'Co 3/4" 1/16" R.005 --� R.O10 2X R.01 r � � 60.00° X „+.006 3 �-- /8 -.002 ----,-- 1 /8" .X = +/_ . 1 \/ 0 7/8" X 82° DETAIL SCALE 3:1 .XX = +/- .O1 --- - .XXX= +/- .005 289 Harrel Street Morrisville, VT 05661 S C L-1 01 -3 Fcof'asten So1ar Toll Free Phone 1.877.859.3947 ToII Free flax 9. 88.766.9994 MATERIAL: 6000 SERIES ALUMINUM web www.ecofastensolar.com e-mail info@ecofastensolar.com SCALL: 1:1 1/6/2012 SHEET 1 OF I z QuikFoot PRODUCT GUIDE Exploded Product View/B.O.M. 1 Installation Instructions - 2 Cut Sheets - 3 tor:1 Specifications - 4 .. CL. 111111111111111'w Umi W --- 1U4 EcoFasten Solar Dv QuikFoot— Product Guide Exploded Product View, Bill of Materials Materials Needed for Assembly O Item No. Description of Material/Part Quantity /� i 1 QuikFoot Base Plate 1 V • 2 Fastener(Length to be determined) 2 0 3 QuikFoot Flashing 1 4 EPDM Washer 1 5 L-102-3"Bracket*(other options available) 1 i 0 6 .5/16"EPDM Bonded 18.8 SS Washer 1 7 3/8"Stainless Steel Hex Nut 1 Q . Required Tools 10 Ia . 1V11"144411.1.61.4"1"1"1.11446., r ‘1161".........,_..... - • t0 FT 1 -. v nine/aA 1.1 QuikFoot- Product Guide Cut Sheets: QF-AL-Base 2X 0 .33in i� / [8.38mm ] C-1 A t rm04 — _ o 'I, CA 0 f---,7M N � N in M 0 14111) s a i - ° - 1 .501n 4 Lis- Cu) [38.10mm] rTI 3/8"-16 Stud d o` .o v pvdLi M as QF-M : 1 .5" QF-L : 1 .75" t___ 1 1 1 877-859-3947 EcoFasten Solar'All content protected under copyright.All rights reserved.10/09/14 3.1 EcoFasten Solar products are protected Dv the following U.S.Patents:8,151,522 B2 8.153,700 B2 8,181,398 B2 8,166,713 B2 8,146,299 82 8,209,914 92 8.245,454 B2 8,272,174 B2 8,225.557 B2 QuikFoot- Product Guide Cut Sheets: QFL-81 2 R.38in VI-9.53m m] .032in [0.81 mm ] Immi 0 UO (1) cn 12.00in Nis 304.80mm] iiiii . C.) 0.~% L 44 3.00in Aq [76.20mm , � � ' - .SOin v [-- L. _ 8.00in [ 12.70mm] MO [203.20mm . • .. -- - 3.2 QuikFoot– Product Guide Cut Sheets: Bracket Options- SCL-101-3 3/8" - ,-- /11.14 0 A CI Le 46 SERRATIONS illgO Cr M g ::•0 1 can l r R1/16" 0111111111104 1/16" 1/4" / U R.005 --) ! R.010 - - ra 1 i) 2X R.OI i� cf O rO 60.00 -1(1. 0(111> 0 3/8.,+.006 V .-- _ — 1/8" 411 4 002 `\/ 0 7/8" X 82° DETAIL A SCALE 3:1 877-859-3947 EcoFasten Solar>All content protected under copyright.All rights reserved.10/09/14 3.7 Ecofasten Solar products are protected by the following U.S.Patents 8.151.522 B2 8.153.700 B2 8.181.398 B2 8.166.713 B2 8.146.299 82 8,209.914 82 8.245.454 B2 8.272.174 B2 8.225 557 82 r . i QuikFoot- Product Guide Specifications PART 1 -GENERAL 1.1 SUMMARY 1.3 SUBMITTAL A. WORK INCLUDES A. Submit manufacturer's written specifications. B. Base plate is 6000 series aluminum with one 1. QuikFoot base plate attachment bracket that 8. Submit standard product cut sheets. PEM Type Press-In Stud 18.8 SS. attaches directly to the roof deck. C. Submit installation instructions. C. Fasteners to he compatible with chosen roof ce_s, 2. Provide appropriate bracket and fasteners D. Submit product specific load test data,showing application and meet specified pull out values MI for the roof system. ultimate and allowable load values specific to , as shown in load test data. M B. RELATED SECTIONS 1.Section 07600:Flashing and Sheet Metal the roof deck specified for the project. D. Counter flashing is.032 gauge aluminum em- bossed to accept shape of stainless steel base 2.Section 07500.Roofing 1.4 QUALITY ASSURANCE plate NINO 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.Division7:Thermal and Moisture Protection the area of the project. CA* 1.2 SYSTEM DESCRIPTION A. Braclet is mill finish aluminum A. COMPONENTS: 1.5 DELIVERY/STORAGE/HANDLING B. Base flashing-Black-kynar painted Inspect material upon delivery.Notify manufacturer 1. Quikroot 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 4111) stud,(1)stainless steel nut,(1)EPDM washer installed. andel)bonded stainless steel and EPDM 3.1 EXAMINATION washer. A. Substrate:inspect structure on which brackets CA 2. Fasteners PART 2 -PRODUCTS are to be installed and verify that it will with- ,m/A A.To be of metal compatible with QuikFoot stand bracket. 1 z8. Fasasteeners should be selected for compat EcoFasten Solar w any additional loading that may be incurred. compat- ibility ).1 MANUFACTURER en with the roof deck. 289 Harrel Street,Morrisville,VT 05661 B. Notify General Contractor of any deficiencies O C.Fastener strength should exceed or be (877)859-3947 before installing EcoFasten Solar brackets. equal to that of the allowable load of the (877)8 9-394nsolar.com V C. Verify that roofing material has been installed system.See test data at 2.2 MATERIALS correctly prior to installing solar attachment InTill; www.ecofastensolar,com A. Attachment Bracket brackets. 3. Sealant(if required by roof manufacturer): 6000 Series Aluminum(choose one) to be roof manufacturer approved. 3.2 INSTALLATION . 4. Aluminum counter-flashing 1.CP-SQ-Slotted A. Comply with architectural drawings and project 5. Aluminum attachment bracket 2.F-111-A engineer's recommendations for location of 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. 6.1-702-6" 2. install a minimum of two fasteners per 7.7-101 base plate. 8.Comp Slide ,141.6 3. It is important to design new structures or 8.Custom assess existing structures to make sure that they can withstand retained loads. /,l� City of Northampton (4660.) / artment Building Dep , ,.. ../C-i l-1-1.`—'T Plan Review 212 Main'MA 010.0 40"1111111 01 Truss sections @ 24"O.C. Northampton, 2x6 top chord 0 I'l It II ROOF/ARRAY REFERENCE PLAN INITIAL BILL OF MATERIALS PART: MAKE&MODEL: NO: RAIL UNIRAC SM BLK 8 Open L-feet on EcoFasten 8 BASES ECOFASTEN ECO.44R-NRD 16 - / _,I,Point bases attached to BASES ECOFASTEN QUIKFOOT R roof structure. See Note#5 Existing Array(Levine) SPLICES UNIRAC SM 8 { I / I I MODULES SUNPOWER X22-360-C-AC 8 - array 59}/2 - I I I array 82Y2Existing Array(Haxby) PROJECT NOTES: 1. ARRAYS TO TO BE ALIGNED N-S WITH EXISTING ® o ARRAY.IF ROOF IS WIDE ENOUGH,LOCATE I ARRAY ADJACENT TO EXISING ARRAY USING I EXPANSION JOINT. THERE MUS1 BE ENOUGH SPACE ON THE ROOF FOR FIVE TOTAL ARRAYS.IF I I ROOF IT TOO TIGHT,STAGGER RAILS AND MOVE ARRAY FAST SO IT IS FLUSH WITH EXISTING 8Y2 + 26Y 4 41 - 4' t 9Y2 I ARRAY. Mil — 1. 2. EXACT LOCATION OF STRUCTURAL MEMBERS IN I m RELATION TO PROPOSED BASES TO BE VERIFIED ® ON SITE. / ��p77 3. MAX RAIL SPAN IS 56".. Y�7 4 ' ® NT SPAN". S. BRING 8 EXTRA 4. MAX RAIL I8-PTE BASES IN CASE R IS 1/3 EQU KFOOT WILL NOT WORK WITH CANTILEVER I I 6. KEEP SPLICES 2"MIN AWAY FROM BASES. II / 7. KEEP SPLICES 1"MIN AWAY FROM MID CLAMPS L-Feet facing DOWN t_ W i 8. SLIDE RAILS ASSEMBLY AS NEEDED TO AVOID POSSIBLE SPLICES/BASES CLAMPS CONFLICT gpi, 9. RAILS CENTERLINE MUST BE BETWEEN 2"AND / array 16"FROM THE END OF THE MODULE FRAME. n 110 1 246 10. TYPE G5 FRAME: 61.3"x 41.2"X 1.8". / 11. ROOF MATERIAL IS STANDARD ASPHALT O ® O ` SHINGLES. 0 0 o I I I Job: FRANK ��• �iw7 I ® ( Site: 74 VILLAGE HILL ROAD,UNIT 1S L-Feet facing UP !�� "" NORTHAMPTON,MA 01060 EE i _ �' o� o I o • ARRAY LAYOUT Title: O o I I NO: 11503 I Date: 12/05/2016 Designer: JOHN GRIESE C( 0 -\3,/ 85)/2(from 1/2 17' rail) 4 I Design o(: I)NIRAOSOLAn 11x 17 MOUNT I Dwg Size: rt DYE y ih Y2 I y Revision # Date - SHEET:(1/1) 345s>360s 01/31/2016 } A-01 Array start point Expansion joint with existing array _ See Note#1 2 array I I (PV) quare6� � 6 426-TO BE VERIFIED ON SITE ,� n worker-owned cooperative I 311 Wells Street,Suite B Greenfield,MA 01301 413-772-8788 tlesign©pvsquared.coop