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30C-017 (8)
497 BURTS PIT RD BP-2017-0819 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 30C-017 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGLLcc.1144/2�A) Category: SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit# BP-2017-0819 Project# JS-2017-001357 Est.Cost: 512000.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: REAL GOODS SOLAR INC 109770 Lot Size(sq.ft.): 13982.76 Owner: TZOUMAKAS ANTIGONI P&DAVID F LIVELY zoning:SR(IO01 Applicant: REAL GOODS SOLAR INC AT: 497 BURTS PIT RD Applicant Address: Phone: Insurance: 106 rt 32 suite 10 (860) 535-3370 0 Workers Compensation NORTH FRANKLINCT06254 ISSUED ON:12/30/2016 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL ROOF MOUNTED SOLAR, 10 PANEL 2.8 KW POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy signature: FeeTVpe: Date Paid: Amount: Building 12/30/2016 0:00:00 575.00 212 Main Street, Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2017-08I9 APPLICANT/CONTACT PERSON REAL GOODS SOLAR INC ADDRESS/PHONE 106 rt 32 suite 10 NORTH FRANKLIN (860)535-3370 0 PROPERTY LOCATION 497 BURTS PIT RD MAP 30C PARCEL 017 001 ZONE SR(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED 0 . Fee Paid Aningif B0,{ldin6 Permit Flled out litiw Fee Paid Typeof Construction: WIRE ,i iF MOUNTED SOLAR 10 PANEL 2.8 KW New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 109770 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/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 ge. -molitio _1 SikrirJi tcia ' 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 MOL 40A,Contact Office of Planning& Development for more information. Department use only City of Northampton Status of Permit Building Department Curb Cut/Driveway Permit 212 Main Street Sewer/Septic Availability c.C3 ... .y Room 100 WatertWen Availability Northampton, MA 01060 Two Sets of Structural Plans N / phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify - -*LIGATION 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 497 Buds Tip Road Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT $.1 Owner of Record: David Lively 497 Butts Tip Road,Florence,MA 01062 Name(Print) ,q nM Telephone Current Mailing Address ee try [uct4 ori l.t. fin£r(Print) 413-885-8909 Signature 2.2 Authorteed Anent: / / ,( [ /� Alterts Renewables dba£(� Airav yid IJIPlI�MA /1�1 /Jn'�4, g�°t'n✓/ d,�" O� 62 Nay i/ Current Mailing Address. q' �y' L/Tif 660- Sig ure L7/7-' Telephone SECTION 3---`STIMATED CONSTRUCTION COSTS Item „ Estimated Cost(Milers)to be Official Use Only completed by permit applicant 1. Building 5,000 (a) Building Permit Fee 2. Electrical {b)Estimated Total Cost of 7, Construction from(6) 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5.Fire Protection ,/({ /r 6. Total=(1 +2+3+4 +5) 12,000 Check Number /007 g O j5 This Section For Official Use Only DateIssued: Building PerPermitShorterShorter.Shorter. u ed: Signature: Building Commissioner/inspector of Buildings Date Section 4. ZONING All Information Must Be Completed.Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L, R: Rear Building Height Bldg Square Footage Open Space Footage (Lot area minus bldg&paved pinking) F of Parking Spaces Fill: (volume&Location) _.... ._ _ A, Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DONT KNOW O YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW O YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW Q YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained 0 , Date Issued: C. Do any signs exist on the property? YES V NO O IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO O IF YES, describe size, type and location: E. NAZI the construction activity disturb(clearing,^"� t.:l grading,�excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES VsNO 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) 0 Roofing D Or Doors ❑ Accessory Bldg. ❑ Demolition D New Signs [CE Decks EC7 Siding(CIj Other{Cd} solar Brief Description of Proposed '(sj 2 g ha 2k panfictt Work: mwuanco ore z.SMmof mounted galas array cams 10 Sursn suaeoM mmwea IC EnrCoeM25Oa-2LUS22 acro m+eien&di associated m>mxe work. Cil a-k MI 4ri4-�(. Alteration of existing bedroomYes X No Adding new bedroom Yes X No / Attached Narrative Renovating unfinished basement Yes x No Plans Attached Roll -Sheet fit. If New house and or addition to existing housing,complete the following: a. Use of building:One Family X 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? Fteplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction Is construction within 100 ft.of wetlands? Yes X 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? X Yes No I. Septic Tank City Sewer Private welt City water Supply SECTION Ta-OWNER AUTHORIZATION•TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT David Lively ,as Owner of the subject property hereby authorize Aliens Renewables dba RGS Energy to act on my behalf,in ail matters relative to work authorized by this budding permit a ication. Signature of Owner Date 1, Aliens Renewables dba RGS Energy 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. Pnrn Saas me eilisb,.tts Sigure of er/Aq Date SECTION 8-CONSTRUCTION SERVICES 1 Licensed Construction Supervisor / Not Applicable 0 :SAPPY"! i/sG�</27 /b4/7/11 Nests of License Holder: ..... License Number g' .46/01 Pile , ffaishw, W A' e:X gib'" pitill R Address / / /t Expatiation Date ,<Slgnature Telephone 8,Reolstered Home Improvement Connector Not Applicable O Alteris Renewables dba RGS Energy 162709 Common Name Registration Number 4{2b hloJAve,LLI A, R`wllia0, ej Gl<cc llV" A / Expire/t' Date �-- r Telephone 660-341-h?4 /J / SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.GL.c.152,§250(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._.... SI No ❑ 11. — Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-oecunied 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 ',Ie. 1 ' 7:1. ix ,. iiSr, lin 11: 3.5.. Definition 9f 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 hi a two-rear period shall net be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Oficial,that he/she shall be responsible for all such work performed under the buildipc 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 he 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(%) 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 ., RGS Ginn Power.eripnl S 1v rgs. Property Owner Consent Form Owner: David Lively Address: 497 Burt's Pit Rd. Town: Florence State: MA Zip: 01062 Phone: 413.885.8909 I hereby give permission to RGS Energy and their representatives to pull the required permits for a solar installation on my property. WAset�drv� 11/12/2016 Property Owner Date 32 T;ugwonk Spur.Ate,Stonington.CT 00378 [ tel 860 5353370 [ fax 4ll.603"2225 [ Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-109770 Construction Supervisor brig SAMUEL J PILLSBURY to ` 8 DUSTON AVENUE PLAISTOW NH 03866 fr Expiration: Commissioner 08/1012019 /Oefon � onp fficosmrs a usiness egu anon 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 162709 Type: Supplement Card ALTERIS RENEWABLES INC. Exp BGon: 4/6/2017 SAMUEL PILLSBURY , 20$ RACE ST SUITE 201 HOLYOKE, MA 01040 . ._- -. .. . _... .._ _._— Update Address and return card.Mark reason for change. Address '. ' Renewal Employment Lost Card i C 20M-05/11 - - xr..,,.f.,,,,,.t t/n,/,,.✓L2.,.,.✓..:efo stnee of CenremenARairsa Haslam Regulation License or registration valid for individual use only i_ ->n ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: IraRlstrallon: 182708 Type: Office of Consumer Again and Business Regulation Ry 10 Park Plaza-Suite 5170 >:r s Explratiore 44g017 Supplement Card Boston,MA 02116 TERIS RENEWABLES:INC. ISENERGY w , • - .MUEL PILLSBURY q 9 RACE ST SUITE 201 -\t ^ti---- r`.-• )LYOKE,MA 01040 Undersecretary Not valid Jw3flMut sign Lure - - - — --""'1 REALGOO-01 —a1 HQI t. ., ACOOJRD CERTIFICATE OF LIABILITY INSURANCE °A119/2/762/201OP1 yrn �-^'"' 6 6 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 have ADDITIONAL INSURED provisions or be endorsed. N SUBROGATION LS WAIVED, subject to the terms and conditions of the policy,certain polkles may require an endorsement A statement on this certificate does not confer rIghts to the certificate holder in lieu of such endorsement(?). PROWLER r Willisowers Watson Certificate -nter Willis of Colorado,Inc. NON 1 FAX do IB Century Biwa nm, a E+PT{877)945-7378 pucji,}998)467-2778 P.O.Box 305191 I CERTIFICATESLQWILLIS,COM Nashville,TN 37230-5191 NS B)_Af{ORDBM COVERAGE MUG INSURER A:FirSSSpecialty Insurance CorporaJon _ 34916 INSURED _ INSURERS:Zurich American Insurance Company _ I 116535 Real Goods Solar,Inc. IINSURER C: ...... _- _ 833 W.South Boulder Road INSURER 2: Louisville,CO 80037 POORER E: INSYRERP: COVERAGES GE-REIGATE NUMBER: REVISIPNN :. R: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWTHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR 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.INSE IADOLIGUSRI. _•.. . gCYIPF POL `ETP—?— .. r. TYPE OF INSURANCE 'ORD NOD: MULCT NUMBER IIM'PWYYYYI I 1' LIMITS A X CDLwI@RCALGENERALLLaaSY EACH OCCURRENCE s ... 1,000,000 CLAIMSMADE X OCCUR IRG200052804 12/01/2016 12101/201] awaG TORENTED �- 50,000 ..... '...J X PRFMIS 41E.4llenm) _$ r _MEOEXP a,e 1 _ _ PERSONAL8ADV INJURY S 1,000,000 2,000,000 GENL AGGREGATE LIMIT AFPUES PER: GENERAL AGGREGATE 1.. POLICY Y rX„J1 J LOC PRCD.1CTS-COMP0P AGO,$ _ 2.000,000 o ER: „iI Total Agg Limit s $5,000,000_ B ARRW%feaE tlAasm COMUMEDSINOLE LMNT s 04 1,,,it1,000 I X I ANY AUTO _ X BAP 5852403 12/01/2016 12/01/2017 g ORY nyeiIpaew I5 : OARED I SCHEDULED AUTOS ONLY I AUTOS ( BOORT FLEURY Meow raet Ti ---1 .— ° an AOTM ONLY k_ I AUTQS LNLY i I _ UMBRELLA GAR OCCUR I ,EACH OCCURRENCE ',1 I EXCESS LAB _ CLAIMS-MADE; AGGREGATE _ s •WORKERS if ENSATJN i I .. I PER I ER —..... AND EMPLOYERS'UABIUTY Y -1 - ANY�PR�pCMREIELgTC�Rq/PARTNENEXEQJtIVE Yt N E.L,EACHAGCOENT :S - IMaeoPlotY men ry'.07 NtA •EL.DISEASE-FA C'MFLOYEES -_ 1I. _,(WON m1..01' • GCRIPTON OFOPERATCNS below EA DISEASE-Pq,CY OMIT(f B .1.-- Equip. :CPP 0230891.01 13 6 12/1112017 lhnits:S -..... 250,000 I : 1 DESORPTION GF OPEAARONat ISCAHONS Iludes A (AGGRO ta, uredo l ROWS,Schedule,May Na attached B more space Is required) General Liability and Auto Liability Includes Additional Insured. CERTIFI ,.TE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL RE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE .' yld4nm Only .... �L. �t OG- I` ACORD 25)2016/03) 1 1988-2Oi5ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of Industrial Accidents wJ yr-- t Office of Inve.stigadons ' Till'r— - 600 Washington Street - _1/4 Boston, MA 02111 wwwmass.govldia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Annlicant Information Please Print Lenibly Name(BusinesstOrgatuzationtindividual): Maris Renewables, Inc.dba RGS Energy Address: 420 Woodland Ave, Unit A City/State/Zip: Bloomfield, CT 06002 _ Phone#: 860-367-6866 Are you an employer?Check the appropriate box: Type of project(required): L 0 1 am a employer with 320 4. 0 1 am a general contractor and I 6. 0 New construction employees(full and/or part-time).* have hired the sub-contractors 2,0 I am a sole proprietor or partner- listed on the attached sheet. t 7. 0 Remodeling ship and have no employees These sub-contractors have 8. 0 Demolition working for mein any capacity. workers' comp. insurance. 9. 0 Building addition [No workers'comp.insurance 5. 0 We are a corporation and its required.] officers have exercised their 10.0 Electrical repairs or additions 3.0 I am a homeowner doing all work right of exemption per MGL 11.0 Plumbing repairs or additions myself [No workers' comp. c. 152, §1(4),and we have no 12.0 Roof repairs insurance required.]' employees.(No workers' 13.0 Other solar panels comp.insurance required.] "— 'Any applicant that checks box el must also 611 out the section below showing their workers'compensation policy information. ;Homeowners who sant(this affidavit indicating they are doing all wok and then hireowsidewnttaevrs must submit a new affidavit indicating such. ;Contractors that check this box must attached an additional sheet showing the nano of the sub-caamclors and their workers'wimp.policy information I am an employer that is providing workers'dime insurance for ng employees. Below is the policy andJob site information. Insurance Company Name: Zurich American Insurance Co. Policy#or Self-ins.Lie.#: WC5852405 Expiration Date: 12/1/17 Job Site Address: 497 Burls Pit Road City/State/Zip: Florence, MA 01062 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of 84GL c. 152 can lead to the imposition of criminal penalties of 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. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby c T the e pains and penaaies of perjury Menke information provided abov is true and correct t Signature: n. tt^"g Date: /"/°2, Phone#: (860) 367-6866 _. .... _ 4 Official use only. Do not write in this area,to be completed by city or town Official. City or'foam: Permit/License#_i _ I Issuing Authority(circle one): I.Board of Health 2.Building Department 3,City/Town Clerk 4,Electrical Inspector 5.Plumbing Inspector 6.Other_,,,, Contact Person: Phone N: December 1. 2016 To: Code Enforcement Division From: James A. Marx.Jr. P.E. Re: Engineer Statement for Lively Residence. 497 Burt's Pit Rd.. Northampton. MA - Solar Roof Mount Installation 1 have verified the adequacy and structural integrity of the existing Roof 1(standing seam): Standing Seam Metal - 16" Pans at 1 '/<"High, 118" Wide having 2" x 4" wood truss r@ 24" O.C.; with roof slope distance 15-0", pitch 28 deg.; for mounting of solar panels and their installation will satisfy the structural roof framing design-loading requirements of the Massachusetts residential code - 780 CMR Code 8th Ed. For the installation of the solar mounting. the linirac Sotarmount rails with securely fastened with S-5! U-Clamp at 32"max. or every other seam. The mounting system has been designed for wind speed criteria of 90 mph Exp. B and ground snow criteria of 40 psf. Wind loads will exceed seismic loads. The design will meet or exceed load requirements from the MA 780 Code. The roof structure is adequate to support self- weight of roof, PV panels (weight distribution<2.7 psi) and wind or snow loading conditions. The solar system and the mounting assemblies will comply with the applicable sections of the MA 780 Code and loading requirements of roof-mounted collectors. Thereby. I endorse the solar panel installation and certify this design to be structurally adequate. is¢b n,4,i Sincerely, , James A. Marx.Jr. Professional Engineer _ MA 36365 k 10 High Mountain Road Ringwood.NJ 07456 cc: RGS Enerev SILFAB .M 284/285 !2901295 ! 300 f 6 11 St.A .: Technical Datasheet �c¢,Its j stalline module series is the res Silfabhe ex 60-cell mom S!fab technical teles produced and erne of chain,with result of the experience value solar in the entire photovoltaic 33 Years. mount, roof-top operating for d of is Preferred. The M modutio are where maximum mum power dens Y trackinginstallations v+he mon«rystaaine cells byd thea maxi efficiency,best quality meow rating of up to 300 sup, in a maximum m electrical result ,^? ,dine achieves the maxi °n+5 utce perf+981 module the PV system. ries the ting Ekpects alined experience d operating Industry talc team has with modules produced entire Silfab's techs chain,with photovoltaic value most for over 33 Years' ch step at one of the world's m tiiOe5t Automat+controls during a f ilities. autoacedmodule Production trustworthy automatedeaEl testing guarantees tropeased materialsand afltY while warranty aures wh 25-Year performance bearing 5 Red+ Vat low load characteristics include; ,ced accommodate mechanical charac uding Maineertd to highly durable Maintaining Irking of 5400 Pa, t a <. v. A ea 11 M�� Available in Black -..6 S►� in t,15,1„ 1,3914 ‘... .192, c✓ R Module Power(Pmax) .... WP_...__.._280 285 290 295 300 Maxlmimpower vola -.- _..._.. _ _.._. gt(V pmaxM _.. V .___.317 320 ._._32.4 32.7 32.4 .... Maximum power current(ipmex)_. . P . 8.83 8.91 _8.97 P:Da 9.26 Open Circuit voltagefVoc) V 38.7 39.,1 39.6 40 /0.53 Short circuit current(iso) A .... 440 9.47 9.54 9:61 9.76 Maximuefficiency ysm % _. . 111 174 10.0 18 fM I8e Maximum system voltage(VDC) _.. V 1000 Power(use rating _.... _._. A 15 _.,_.. ..... Power tolerance Wp -O7+5_ _ Measurement coe[sm: y iW W/m'+ IS 15'C.Measurement uncertainty l4-Sun sIYM1Watix gryM nm ref emtt,rvduiesfrom rmdda Institute. E:mNd cMmaeYluamay wyq x5kand powee by A/ Tera nature Rahn. Sit£A83LA Mono ' Temperature Coefficient1sc _... ___.. %jM __... .__. 0.03 Temperature Coefficient Yoe %/k -0 30 Temperature 2'C Coefficient Pmax - 58 NOCT(t 2'C) 'C 4 'C 45 Operating temperature _._ C -40/4 5 ,Mechanksi&o. Module weight 1:1 kg) kg _.. 19 Dimensions(11 x Lx Dit 1mm1 mm 1650 x990x38 Maximum surface toad(wind/snow)' 14/m1 54® Hail 1Mpactresists-ace 6 25 MM at.83 kinril Glass _. _ _.. _.. . 60-hihtransmittne,t or 4 mpred,ar-156x 156cbve coa _._... Gtass _... 3S mm high transmittance,tempered,annmfiecnve coating Encapsulant P1D-resistant EVA FrclaMet tAdtltayen polyester based._._ .... Frame AnaEbad Al Junction Box 3 diodes-15V/12A IPb] Cables and connectors* 1200 torn o 5.7trim j4nm?),gx conecto5 MC4 comparable.�.__ 'See installation manual Moduleproduct warranty _.., 12 years 25 years —...... ..... ____. z 97%end of 1"year Linear power performance guarantee a 90%end of 12th year z V.%end of 25'year Product ULC ORD 0170 3 0 11 1703,IEC 61215 IEC 61730,CEC listed UL Fire Rating:Type 2(Type 1 on request) Factory 1$0 9001:2008 ss a Caution:Read the safety and installation manual before using this product c £ 1111 C (BY) a ----fur y Third-party generated pan Bles from .---_.--._.____._.-_.- _.._—______. _ PV Evolution Labs are available for 280M, 285M,290M,295M and 300M. s g rv..-mw - om,..a g $ 8 7. ., 8a 4 SIIi i ) '(,M1 P saua bliss saw 6,e d.,.....,.., ._,.u,... 5 240 Courtteypark Ikhe East.M9ssiswaga,Ontario Canada LST 255 to •• k Tel 1 9O -255.2501•Fax+1905-6964267 lo € info®slfab.a•wpwslfab,ca , , . N I C Unprecedented Innovation . r Unmatched Quality . j 3 Unbelievable Price '' `lt�* s ' '£` '_ 1 Y'- rZ+ e y p .1 i' S • t �' jl'et a A Y :'A6Aof..ry .. e.- �.wlrtauY The S-S-U Clamp 'T'he 5-5-U clamp Is by far our most ( Will . ii, dtf iictiti'd 1 popular and most versatile clamp. 1ppU( Hon! i5l + ,c�. It will fit about 85% of the standing + . seam profiles manufactured in North =eye' t t Rips. -It) , ti America—including most structural ))i q*rt._ IYt s'i J lriat l and architectural profiles. It can be used on vertically oriented seams and 1711 u'+t'.1"•i 21. 1 17 C 1 I'4r: by rotating the clamp 90 degrees it €7l'i i l e' c I i i t p, itr ti l I can also be used on most horizontal 2" seam profiles- caa;ict};1 it till ' :at;t :- l; ililitet5s t‘ :el tGle°n. Its simple design, generous dimensioning and multiple hole orientations are what make it so versatile for use with S-5!TM snow retention products and other heavy-duty applications. I "" 3 Installation is as simple as placing the clamp on the seam and tightening the patented round-point setscrews to the specified tension. Then, affix ancillary items using the bolt provided. Go to www.S-5-com/tools for information and tools available for properly attaching and tensioning 5-Sr. clamps. The S-S-U Mini 4'"r¢ `('he 5-S-U Mini is a medium-duty, non-penetrating seam ,.' 1 clamp. (A bit shorter than the 5-5-U and having one setscrew rather than two.)The Mini is the choice for attaching all kinds of rooftop accessories: signs, walkways, satellite dishes, antennas, rooftop lighting, lightning protection systems, p solar arrays, exhaust stack bracing, conduit, condensate lines, mechanical equipment—just about anything!* *5-5!"Miro damps can be used with RannGards unitized snow guards,but are not compatible and should not he used with S-Sr"Snoltatt"/SnoFence"or ColorGards snow retention systems. Attach almost ar.!t .. e. to standing seam metal roofs without piercing the panel' 888-825-3432 www.S-5.co -5TM UnprecedenUnmatchedtQued Innovation ality 40 Unbelievable Price S-5-U Clamp S-S-U Mini M8 hole centered 3/8" or Mt 0 hole on part traced 712"(13mn} deivtM (Simm7 - + from edge of part »ars •e- r .". i tae Cater ,z ' 38mm1 � ,. \ c89 , 8%*. Qr . 15" .7 23mm ,^i8mm bo ' {im) 11-4mtrrl ode of imp. R"^,�.,,,00mm) tOmm) 1S �.y Actual Size (38Actual Size (38mm) The 5-S-U and S-S-U Mini clamps are each furnished with the hardware shown above. Each box also includes a bit tip for tightening setscrews using an electric screw gun. A structural aluminum attachment clamp, the S-S-U is compatible with most common metal roofing materials excluding copper. All included hardware is stainless steel. Please visit www.S-S.com for more information including CAD details, metallurgical compatibilities and specifications. a C ( for horizontal sterns under jfilYtaZ. 13 �,tf„ dVE.'-` en+.- i• eef y", ,BS do no use CMS damp-Visit taf ;r v ? n wwW lnfSScnmafd more detailed s r -t",), mProPer mp ara v . a8. . he S-S-U clamp has been tested for load-to-failure results on most major brands 1 and profiles of standing seam roofing. The independent lab test data found at www.S-5.com can be used for load-critical designs and applications. S-S!TM holding strength is unmatched in the industry. I s S i tie 1,rcn};rh In 111i .S- ! . Pat;l.0 i`, Ci! Do , iii ale (1e`,i<;a3. - 1 he Ilatcnlcd ,Cls(-revi', \\ Ili s;kgiuis linupih [lie mi•id; SCCU11 !1121it`d'id1 but Hui ()yr.* a ii0,1a ii,r, .'i 1471 tae,1 -lift':, -si'Ffii>_!. Ssr Wacniagt Please use this madam sesgonstbtyt weaacts are protected by multiple us. and foreign patents. Visit the website at Distributed by nwws.scom for complete information on patents and trademarks.For maximum holding strength,setscrews shoved be Sflioned and re tensiOned as the seam material compress Clam"setscrew timbale slpad be mired tabby a ratibeaiW torque wrench teeween Mad d minds pounds when toed on 22ga sleet and between 130 and 150 inch pounds/or all Other metals and thinner gaugns of steel Consult the SN"'website at www,5-3.con for published date regarding holding strength Camat tx2008.MetaI Rad iewatt s IA S r'pWKts arepaton,ed by Herat Prof lnMvatbns,Ut version 080808 SOLARMOUNT ::VUNIRAC SOLARMOUNT defined the standard in solar racking. Features are designed to get installers ott the root taster. Our giounding & handing process eliminates copper wire ane giounding straps to reduce costs. Systems can he configured with standard or light rail to meet yam design requirements at the lowest cost possible. The superior aesthetics package provides a streamlined clean edge for enhanced curb appeal, with no special brackets required for installation. �rAr kms. Vow Featuring: „�p� =A .... THE NEW FACE OF SOLAR RACKING TRIM S10II0I Aestllt tics Hckage Ali 1 Li , � . tas CK•Efl;, G w LOSE ALL OF THE COPPER & LUGS SMALL IS THE NEXT NEW BIG THING ENHANCED DESIGN& LAYOUT TOOLS 9ast?mMmNiogthaoortGplu minm can sandbnkeabIes Lght Rail is Folly Compatible with all SM Components Featuring Google Map Capabilities within 11 Builder FAST INSTALLATION. SUPERIOR AESTHETICS OPTIMIZED COMPONENTS • VERSATILITY • DESIGN TOOLS • QUALITY PROVIDER m7(`I"N P,F 3340) 2Krot uY71bi(K PFl lenb b,lNeJra a.n{:✓Iq L1Hl d.,.2 + F i .. .re.., V Mz ,�V�u� n�(ma � a�krtl u�°'Istu�t aP �imll�Iq a0 ,� {nah,a pW .mriN?r �{ `9r. I A(NVO 38Y)1N* On r iCr fU If10 IJWt uoq iaa� 4FaP Anrlln..;< fpr�,aruh p,e PdiJu{ail ,r!nt + wM�Pj. ' i! 8t830�A8Ndd1111170031. 'OI a,x, a ruau+rx cru mai P aN � jd �0 ! �� Life-)t�r4vrsrwo � . mWJw SJEG - �+ - """' �LJ 180ddns 1B3µ1 J 3 + X"9�3 1 ji,rw �pp l :444i01c5rI7 11,1141.11i3S t, ; ki41441r`rpl1r4,f,us 11 ...- 1143109170111 Jwou0)rv ,�rntaei a °�� Nt0N00W N$N3gNi0 9MlhbONn s,p'4r7Npij ,^ `� N080}1Y8931N18a1 � s i.:7 \J ONIO17 8-1 MI}003,1. au 8031VN031 ® Urfa I(iot,aicie Dmisl1irzr5dau�ratsaai/l/z,ruoage a�,inruasjN nut ia ;o°jdolpa , Ni m10 ..' 3�1d83Sz7z dP)hnrs0laa) alw:iaeairnj 8110A IV ° a sm s gii3lids [ rC �gD11VIdN9/S3U frit 1t y m �y 803[VN031N1 a4"ury f� �"ir x+enuiu '73e➢uL baiF "!"poli P�i(� 9l II IP ad It000 I9dylhx�o smo4 par�loaloiPf:oo4s4wfie.,' oiry 18v ,Q,..);" 14,4 ! 7tldaa V -"u :Ie 0 tai r Uncletog 0a:44: eW 414 3NtON0 d0'N1307W SNDI1V9lIddYANV Tom aairs{r'< as Hca 80.11 "803101 1�I►OU8d3N0 aieardiPura,2pu2a ii rtlJo.r�� °IJa 71! ) cr dO. tru id 1#mi)(Jilt tsprvis um ! 11yyo.)E7121y1r1ytrw,dWlP)d dd tl,rlJq. 2 a{ z ;m30 lU,i i'PPO:W.... _. S1oYdilO,l,444144 it/VPUPPajt.14:` C-y(z,gCawl4//13 itI` //� /+� =2,434 'l CS4rbf4,..f + �31� iiP 1 Nnpkv� d�'ps _ RGS tiem Power_Bright alnvi nes. December 21,2016 City of Northampton Building Department 212 Main Street Northampton,MA 01060 Hello, I have enclosed a building permit application,applicable fee and supporting documents for a residential solar installation in your town. Please let me know if anything else is required to approve our permit. Once the permit is ready, please return in the enclosed self-addressed stamped envelope. Thank you and please let me know if you need anything further, Nv- 462 Kim Hendel Permit Specialist RGS Energy Ph 860-367-6866 kimberlishendel@RGSenergy.com 420 Woodland Ave_Unit A.1i222m521d,CF W,( i2 tcl.Nercl 267 655.2, 255 4i}Oil 2225 FOR CONSTRUCTIDry OF NORTHAMPTON !%GS B I Sheet List '-'sia;='' BUILDING DEPARTMENT Sheet No. Sheet Title RCS Grid-Tied Photovoltaic System PV-000 COVER These plans have been reviewed (N) DC Rating: 2.800 kW PV-A01 SITE PLAN 06 Route 32,Suite 10 And approved. , David Lively PV-A02 MODULE LAYOUT Franklin,CT 06254 497 Burt's Pit Rd PV-A03 DETAILS — o - GRID-TIED Date2 Florence, MA 01062 PV-A04 MATERIALS PHOTOVOLTAIC SYSTEM Jurisdiction: City of Northampton PV-E01 ELECTRICAL DIAGRAM 2.800kW OC@STC Signature PV-E02 SYSTEMCALCS DAVID LIVELY General Notes: PV-G01 SIGNAGE 497 BURT'S PIT RD FLORENCE, MA 0 062 Scope of Work: 1. System follows any/all Fire Code Setbacks per Ordinances of the City Project# 10348219 RGS Energy shall install a 2.800 kW Grid-tied Photovoltaic("PV")System Of Northampton. totaling(10) Silfab SLA 280 M Modules with(10)Enphase Energy 2. All projects will comply with the Ordinances of the City of DESIGNER. Adry Walsh M250-60-2LL-522 Micro-Inverter(s). The Modules shall be flush mounted on Northampton. REVIEWER. Ash Bowersock the standing seam metal roof,and interconnected via load side breaker 3. Construction Hours: 7am-8pm Monday-Friday,9am-Bpm Saturday, VEws,oN DATE 2016-11-30 connection. No time on Sunday or legal Holidays. 4. Product Data Sheets shall be included. REVISIONS Equipment Specifications: 5. Rooftop penetrations shall be completed and sealed per code by a # By Date Notes Module: (10)Silfab SLA 280 M licensed contractor. Inverter 1: (10) Enphase Energy M250-60-2LL-S22 6. All Photovoltaic modules shall be tested and listed by a recognized I Racking: UniRac SolarMount laboratory. 2 Attachment Flashing: 5-51 U Clamps 7. Certifications shall include UL1703, IEC61646, IEC61730. 3 8. A continuous ground shall be provided for the Array and for all . 4 Photovoltaic Equipment. 5 Roof Specifications: 9. DC Wiring shall be run in metal conduit or raceways within enclosed 5 Roof 1: spaces in a building. Standing Seam Metal 10. Conduit.Wire systems and Raceways shall be located as close as I: 16"Pans at 1}"High,e"Wide possible to ridges,hips,and outside walls. v 2"x 4"Wood Truss @ 24"O.C. 11. Conduit between Sub Arrays and to DC Combiners/Disconnects shall - Eave Height: 18 ft use guidelines that minimize the total amount of conduit by taking the , • Pitch:28° I Azimuth: 349° shortest path. - - Array Size: 10 Modules 12. Space Requirements for electrical equipment shall comply with NEC . Article 110. 13. Equipment grounding shall be sized in accordance with Table Y- 250.122. 14. Connectors that are not readily accessible and that are used in the circuits operating at or over 30V AC or DC shall require a tool for ' $ Site Specifications: opening and are required to be marked"Do not disconnect under a. " ' """"""' - Occupancy: II load"or"Not for current interrupting",p g", per 690.33(c)&(e). Design Wind Speed: 90 MPH 15. All signage to be placed in accordance with local building code. 1.2 Exposure Category:B 16. Signs or Directories shall be attached to the electrical equipment or Mean Roof Height:25 ft located adjacent to the identified equipment. Ground Snow Load:40 PSF 17. Signs should be of sufficient durability to withstand the environment. Adj. Roof Snow Load:30.8 PSF 18. Any plaques shall be metal or plastic with engraved or machine printed letters, or electro-plating, in a red background with white tt All Work to be in Compliance with: lettering,a minimum of 3/8"height and all capital letters. 2014 National Electrical Code(NEC) 2009 International Residential Code(IRC) ,�" L—; Not to Scale 2009 International Building Code(IBC) 2012 International Fire Code(IFC) 2012 Uniform Mechanical Code(UMC) COVER 2012 Uniform Plumbing Code (UPC) MA 780 CMR,8th Edition -including 2/4/11 revisions to Tables R301.2(4)& R301.2(5) ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other ` PV-000 Structures n b.m ._.,......,e.,.,._,.� As amended and adopted by City of Northampton FOR CONSTRUCTION �1 _<Ibr%j_ Equipment Specifications RGS — 1 Module:(10)Silfab SLA 280 M 1 (E)Property Line Inverter is(10)Enphase Energy M250-60-2LL-S22 1 Racking: UniRac SolarMount \ Attachment Flashing:5-5! U Clamps 1 Frank6 lie 32,Suite 10 n,CT05254 \ 1 Roof Specifications: 1 I Roof 1: GRID-TIED Standing Seam Metal PHOTOVOLTAIC SYSTEM 16"Pans at 1 j"High and fr.Wide 2.800kW DC @ STC 1 2"x 4"Wood Truss @ 24"O.C. DAVID LIVELY 1 Eave Height: 18 ft 497 BURT'S PIT RD 1 ; Pitch: 28° I Azimuth: 349° FLORENCE, MA 01062 Array Size: 10 Modules Project# 10348219 ‘ DESIGNER; Adry Walsh 1 Existing Equipment Specifications: REVIEWER Ash Bowersock 11 Module:(17)Suniva OPT 275 Mono Black VERSION DATE 2016-11-30 Inverter 1:(17)Enphase Energy M250-60-2LL-S22 \ (N)PV Array 1: Racking: UniRac SolarMount REVISIONS 1 • 10 Silfab Attachment Flashing:S-5!S-5!-U Clamps # By Date Notes 1 SLA 280 M Modules • 1 Existing System Roof Specifications: \ 1 (E)PV Array: Roof Seam Metal 3z 1 17 Suniva OPT 275 Modules Standing (Sinlengle Layer) 4< 2"x 4"Wood Truss @ 24"O.C. (E) Single Family Dwelling 1. , _. 1 Pitch:27° I Azimuth: 170° 5 497 BURT'S PIT RD ` ` ` . i Array Size: 17 Modules • Equipment on Exterior Wall: 1 (E) Driveway �1 (E)Utility Meter-(E) P.0.1.via Supply Tap (E)PV AC Fused Disconnect 1 (E) RGMeter91 1 9 (N)RGMeter#2 (E)PV AC Combiner Panel 1 q (N)PV AC Disconnect-UnFused zEquipment on Interior Wall: \ (E)Main Service Panel-(N)P.O.I. via 1 Breaker \ 1 Reps p iT RD (E) PV Prod.Monitor-Envoy \ r� , 1 RT a. ,"=25' N SITE PLAN i NOTE:ALL EXTERIOR CONDUIT ON ROOF AND UNDER EAVES w I E r. PV-AO 1 FINAL LOCATIONS TO BE DETERMINED DURING INSTALLATION 5 FOR CONSTRUCTION !•!0/%p, PV ARRAY 1 •MECHANICAL LOADS . ' a`,.`_. Array Area: 177.0 ft° Total Photovoltaic Dead Load: 3.11 psf RCS Array Weight: 5502 lbs Avg. Dead Load per Anchor: 18.3 lbs Anchor Qty.: 30 Design Values by Roof Zone: Corner Egde Interior 106 Route 32,Suite 10 Max.UniRac Rail Span: 78 in. O.C. 78 in.O.C. 78 in.O.C. Franklin,Cr 06254 Max.UniRac Rail Cantilever: 26 in.O.C. 26 in.O.C. 26 in.O.C. Adjusted Anchor Span: 32 in. O.C. 32 in.O.C. 32 in.O.C. GRID-TIED Downforce Point Load: 207.5 lbs 207.5 lbs 207.5 lbs PHOTOVOLTAIC SYSTEM Uplift Point Load: -90.1 lbs -90.1 lbs -72.0 lbs Minimum Anchor Strength: 400 lbs 2,BOOkW DC STC Average Safety Factor: 5.11 DAVID LIVELY 497 BURT'S PIT RD 11" — 11" / / / / FLORENCE, 01062 Project#10348219 oeSIGNER Adry Walsh PEV EWER Ash Bowersock — fE) Roof Obstructions: 1'-6" y- VERSION DATE. 2016-11-30 • Vent Pipe _. ..... _. REVISIONS • # By Date Notes . — —_ 32-6' — -- — i 2 15' • s 0 N N — --�--- 8 — Gandiny 9aarns spacoci al in" (N)PV Array on Roof 1: co 10 Sitfab SLA 280 M Modules 10 Enphase Energy M250-60-2LL-S22 Micro-Inverters Standing Seam Metal Roof 2"X 4"Wood Truss @}24"O.C. UniRac SolarMount Mounting Notes: Pitch:28° • Integrated Full System Grounding and Bonding to UL 2703 Azimuth:349° • Total Quantity of Attachments=30 • Roof Zones are defined by dimension,a=3.0 ft. • Maximum Allowable Cantilever for UniRac Rail is Y3 the Maximum Rail Span • Racking and Attachment: UniRac SolarMount with S-5! U Clamps attached with Self Clamping on Standing Seam Roofing • All Dimensions shown are to module edges, including 1/4 in. Spacing between Modules required when "^ 3/16"= 1'-0" using the Top Clamp Method. • The SolarMount Rails will extend 1-1/2 in. beyond the Module Edge in order to support the End Clamps. 9 MODULE LAYOUT • UniRac requires one thermal expansion gap(4 in.)for continuous sections of rail greater than 40'in length ` -` Ate- • Array Installed according to the UniRac SolarMount Design 8 Engineering Guide PUB14NOV03 • Attachment Locations, If shown, are approximate. Final adjustment of attachment location may be `M PV-A02 necessary depending on field conditions.All attachments are staggered amongst the framing members. N FOR CONSTRUCTION ' 0j1�. RGS a - Rail B Anchor Assembly Opt .k / • UniRac Top-Clamp St):1 i' • UniRac SolarMount Rail •Sao"�Oa • S-5RU Clamps L-Foo[ lOFranklin,CT 06254e 32,Suite 30 Module -�^ S�ndto9 24 00 GRID-TIED -:-., -- �ttoss • @ Rooftop O PHOTOVOLTAIC SYSTEM 2X4 Yeo Sheathing Sa @ZA„O 2,800kW DC @ STC v �oodjN DAVID LIVELY 7."'/"4 497 BURT'S PR RD FLORENCE, MA 01062 Project#10348219 Ci� Attachment Profile Attachment Detail DESIGNER Ad"Walsh L J EAsh Bowersock Scale: 3/4" = 1'-0" ` Stale: i" = 1'-0" tyre. 2016-11-30 REVISIONS 26Max M1 Overhang # By Date Notes Roof Standing Seams ` PV Module Rail y Landscape: -8.3 in. Portrait -15.4 in. 3 \ 4 i _ Landscape: -22.5 in. s m Anchors located Portrait:-34.3 in. on alternate roof T : n standing seams - w 1.50 in. II jj V -- i --a i-- I---39.0 in.---'1 32"Max r v V Anchor SpacinJ' V No•Mma 1 SolarMount Rail I'; 3 Staggered Attachment Detail (Typ.) r N" ` �` A $ J Not to Style Stab I T u. SLA 280M -§ 26"Max 65.0 in. 3 Rail Splice ` Rail OverhangI a \{ 1• A I WEEBLug SS Washer Ground Wire ® &Nut I B F- -H B l` SS Bolt Unirac Rail -- T ; Distance from Module Comer l'...' Minimum Maximum Srhti1e Stagger splice locations Min of 2 supports Long Side,A 14.0 In. 16.7 in. _iF � W„ within the each row of modules on either side of splice Short Side B 6.9 in. 9.6 in. 55 Flat / SS Bob VARIES with a max spacing of 78" 'Ton-clamps may be used on the Short Washer / DETAILS Sides of the Module / 14'\I Rail Splice Detail ©J UL Approved Mounting Locations o Grounding Lug & Rail Not to Scale Not to Scale • Not to Scale PV-A03