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38A-008 (3) 39 CHAPEL SI BP-2017-0214 GIS#: COMMONWEALTH OF MASSACHUSETTS Map- Block: 38A-008 CITY OF NORTHAMPTON Lot: -001 Permit: Building Catevorv: Building BUILDING PERMIT Permit# BP-2017-0214 Project# JS-2017-000369 Est.Cost: $24000.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: TRINITY SOLAR 074539 Lot Size(sq. ft.): 22476.96 Owner: BLUMENTHAL JOSEPH 111&BARBARA BLUMENTHAL Zoning: URB(l04)/ Applicant: TRINITY SOLAR AT: 39 CHAPEL ST Applicant Address: Phone: Insurance: 20 PATTERSON BROOK RD UNIT 10 WC WEST WAREHAMMA02576 ISSUED ON:8/19/2016 0:00:00 TO PERFORM THE FOLLOWING WORK: INSTALL 5.8KW SOLAR ON ROOF, WILL NOT EXCEED ROOF PANELS BUT WILL ADD 6" TO ROOF 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 8/19/2016 0:00:00 $75.00 212 Main Street, Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck-Building Commissioner File# BP-2017-0214 APPLICANT/CONTACT PERSON TRINITY SOLAR ADDRESS/PHONE 20 PATTERSON BROOK RD UNIT 10 WEST WAREHAM PROPERTY LOCATION 39 CHAPEL ST MAP 38A PARCEL 008 001 ZONE URB(104)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid LK 0 d./c o 07c Building Permit Filled out Fee Paid Typeof Construction: INSTALL 5.8KW SOLAR ON ROOF.WILL NOT EXCEED ROOF PANELS BUT WILL ADD 6" TO ROOF New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 074539 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:ys 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 av G% „#.......r- 5A.: re of Bui nng gal Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning& Development for more information. Department use only City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit RC�'f�=/�-7 212 Main Street Sewer/Septic Availability Room 100 Water/Well Availability AUG 1 8 2015 Northampton, MA 01060 Two Sets of Structural Plans ph ne 13-587-1240 Fax 413-587-1272 Plot/Site Plans LEFT or suunino mso>cnoms Other Specify NORTFAMPIQN MA nInen APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 •SITE INFORMATION 1.1 Property/Address: c This section to be completed by office ja ( .\ Q C-L SSE.F T Map Lot Unit Zone Overlay District Elm St.District CB District SECTION 2•PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: 7:0aee,:Qe,,A uIMCN cTlfll Sol C4+MIc I QTc cr_ r Name(Print) Current Mailingh ess: e 'W3 - .7 - 7<,n Y"t GAS SeC ITT Cc Q-C) Telephone Signature 2.2 Authorized Agent: ( 36i0/y, aenfCAJ •3pRAo_ Feoes)s /3 /eeeae vie 1,0 -rasTI+AnMIPmtJ Name(Print) Current Mailing Address: X �7 N13 -5;79 - vsq Signet+.' Telephone SECTION 3-E !MATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building >A 0O Q (a) Building Permit Fee 2. Electrical (b) Estimated Total Cost of / 7, OC C Construction from(6) 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection '` ��/ 6. Total= (1 +2+3+4+5) % CQ b Check Number 2J t 71- This Section For Official Use Only T+ Building Permit Number: Date Issued: 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 arca minus bldg&paved parking) #of Parking Spaces Fill: (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DONT KNOW • YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW • YES O IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO • 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 O Obtained O , Date Issued: C. Do any signs exist on the property? YES O NO • 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 • IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO • 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) n Roofing n Or Doors Accessory Bldg. ❑ Demolition ❑ New Signs [Di Decks ED Siding [DI Other[DI Brief Description of Proposed Work: INSZAU, 7.% Lm.) Y:i,.1¢2 6N ZLY:cr. Up M. NGT rY(-AI V.-C.i= ?Pr ecx ✓S r tN\L\ IN,OO la" ro ¶tCCF kkE�C-.4 T. Alteration of existing bedroom Yes A No Adding new bedroom Yes X No Attached Narrative Renovating unfinished basement Yes )C No Plans Attached Roll -Sheet Sa,if New house and or addition to existing housing, complete the following: a. Use of building : One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I. R-PC ix E(> , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date 111.111 I, CSO h1 i� C-L2c C- ti - F Q IJ F c c O C.n S ,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. sr&_, r•, 114-0mao Print Name Signature of a Age , Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name or License Holder: �c Ant F GFCR--Oci 65 G 7LI 57,9 License Number E 1� T f CE cw - raSci- AF.-kD <M.) MN Ite i Address Date Expiratio Date x `11 5- (-MRS - C:59 Li Sig or- , Telephone 9.Registered Home Improvement Contractor. Not Applicable 0 0 €YcTit) 612_G E.is) (/'CNV—s-YeanC-7(t) --- S_bti E.PFt.'ZMS 1 .7) 1 :) 1 Ci Company Name Registration Nuber .,A1w� C\- v11F – CYPst\ �\Pm NA,A cl:' ,cA�I�S Address I, I Expiration Date e= _ Telephone'//A-S!)1 �71 11/4 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes „.1( No ❑ 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 108.3.5.1. Definition of Homeowner: Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official, on a form acceptable to the Building Official that he/she shall be responsible for all 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 Richard B. Gordon, P.E. P.O. Box 264•Farmville•VA 23901 Ph: 434.315.5759•E-mail: grichardpe@aol.com July 25,2016 Northampton Building Department Northampton,MA Re: Solar Electric Panels Roof Structural Framing Support To Whom It May Concern: I hereby certify that I am a Licensed Professional Engineer in the State of Massachusetts. Please note the following conclusions regarding framing structure,roof loading,and proposed site location of installation: 1. Existing roof framing: Conventional wood framing Roof 1 is 2x8 at 16"o.c.with 12'span and R2 Is 2x4 24" o.c.with 8'span(horizontal rafter projection). This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project after sister roof 2 rafters with a 2x4 using (2)10d nails 1'o.c. Use of(2)Guard Dog*"FMG0002 screws is approved,or equal shear strength of approx. 120 Ib, 1'o.c.at areas where little space is available only with remainder of member secured with(2)10d nails 1'o.c. If do not sister,then install a 2x4 @ 24"o,n knee wall over an interior bearing wall to limit span of rafters between supports to 6'. 2. Roof Loading • 4.33 psf dead load(modules plus all mounting hardware) • 24 psf snow live load(40 psf ground snow live load reference) • 4.5 psf dead load roof materials • Exposure Category B,90 mph wind uplift live load of 11.97 psf(wind resistance) 3. Address of proposed installation: Residence of Barbara Blumenthal,39 Chapel Street,Northampton.MA This installation design will be in general conformance to the manufacturer's specifications,and Is in compliance with all applicable laws,codes,and ordinances,and specifically, International Residential Code/IRC 2009.The spacing and fastening of the mounting brackets is to have a maximum of 64"o.c.span between mounting brackets and secured using 5/16"diameter corrosive resistant lag bolts. In order to evenly distribute the load across the roof rafters,there shall be a minimum of 2 mounting brackets per rafter&min.3"penetration of lag bolt per bracket, which is adequate to resist all 90 mph wind live loads including wind shear. The mounting brackets shall alternate between adjacent rafters rsfororbetter distribution of roof load. V t I ,V,«, (7/ Richard B.Gordon,P.E. e%pr MAss Massachusetts P.E.License No.49993 '3`'p °'y& MECHANICAL ENGINEERING C `" E eonano s. 1 ELECTRICAL ENGINEERING GORDON - CIVIL ENGINEERING 4 mecenNICu 0 n359] O eij 9,. �Ec,pr.> „yet unity SOLAR HOMEOWNERS AUTHORIZATION FORM I, Barbara B. & Joseph Blumenthal (print name) am the owner of the property located at address: 39 Chapel St. (print address) I hereby authorize Trinity Solar, and their subcontracting company , to act as my Agent for the limited purpose of applying for and obtaining local building and other permits from the Authority Having Jurisdiction as required for the installation of a Photovoltaic System located on my Property. This authorization includes the transfer/re-administering, and/or cancellation of any existing permits on file for the purpose of updating/applying with an alternate subcontractor.r Customer Signature: law`t V`�' Date:6/28/16 Print Name: Barbara B. & Joseph Blumenthal I7'7 h • 0 _. . .. o• .. arose CS-074539 S NOW- SEAN R,IEFFORDS . . 13 TERRACE VIEW EASTHAMPTON`MA 01027 ��.--,...airs. ' ..Jnn.,tot-. 11/28/2016 - /fI,e &o/ ,??Z,C1/7LLCIf.'CL(�1? Q�l nSSCG ,G/ Cheijett A,,1 Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 - Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration'. 131279 Type: Individual Expiration. 6/29/2018 Tr& 288957 SEAN JEFFORDS SEAN JEFFORDS - -- 13 TERRACE VIEW -- _-- EASTHAMPTON, MA 01027 - ---- Update Address and return card.Mark reason for change. scni .a 20M415 ii Address Renewal _ Employment Lost Card i/ n e rpm. - /N,./ F/.- f/ .,./Y Officef Csum titan's' &8usiv Rgluu j License oegstation valid for divdual use only ZHOME IMPROVEMENT CONTRACTOR before theexpiration date. If found return to: - S R g t anon: 131219 Type: Office of Consumer Affairsand Business Regulation Expiration: 62912018 Intlivtl 10 Park Plan Suite 5170 Ser, Boston,MA 02116 SEAN JEFFORDS SEAN JEFFORDS 13 TERRACE VIEW _ EASTHAMPTON.MA 01027 1 ndersxn-euq Not valid without signature AC fist CERTIFICATE OF LIABILITY INSURANCE a4/ 7/2016) �/ 4/2'!/2016 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: H the certificate holder Is an ADDITIONAL INSURED,the pollcy(lea)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 Mau of such endorsement(s). PRODUCER SaxTACT Elizabeth Carballo NAME Hinck 6 Pexxaa Insurence Agency Inc. un E,It, (413)52]-5520 wc.Nat 1413)127-1.970 6 Campus Lane Auoneas:bcarballo@£inokendperrae.Dom INSURERS)AFFORDING COVERAGE NATO Easthampton NA 01027 INauRER A:Scottsdale Insurance Company INSURED INSURER S:COMMerae Insurance Company 34754 Beyond Green Construction, DEA: Sean Jeffords INSURER C:NOrGOAROInsurance Company 31470 13 Terrace View INSURER D: INSURER E: Easthampton NA 01027 INSURER F: COVERAGES CERTIFICATE NUMBER:CL1611202013 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.OMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE NOy LSUBR POLMV EFF POUCM ERP n 'MT POLICY NUMBER IMMNGTWYI dMNDNWII LOWS X COMMERCIAL GENERAL LNBIUTI EACH OCCURRENCE $ 1,000,000 DAMARENIAD A I CLAIMS-MA X OCCUR PREMISES Wants) I4 50,000 I CPe2361296 1/1/2016 1/1/2017 MED EXP(Any one peeve) 8 10,000 PERSONAL AADV INJURY 'S 1,000,000 G 1L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 't POLICY TET- 1100 PRODUCTS-OCOAPAP AW 5 2,000,000 OTHER Bngoyea BmeMs I AUTOMOBILE MABILT' COMBINEDSIN€IE LIMY 1,000,000 lEs B ANY AUTO BODILY INJLRY(Pwpsxm) A1LgttFD T SCHEDULED AUTOS X AUTOS MOTS 1/1/2016 1/1/2019 BODILY LWURY(PacetlmD X HIRED AUTOS % AUtOS m PROPERTY DAMAGE 11TOS • (py eyprry) - LeA3RELLALI.b I' OCCUR EXCESS WB EACH OCCURRENCE 1,000 000 A _-_ GIAIMSM_I ' ✓ AGGREGATE 1,000,000 DEO I REWN1X$ { XBsO05a123 11/1/2016 11/1/2017 WORKERS COMPENSATION I PEROTM II AND EMPLOYERS'UADIL TY VIN STATUTE I ER ANY%WPNIETONPARINEREXECUTIVEEL EACH ACCIDENT $ 500,000 °FRCEWLEMBER EXCLUDED? I NIA C Maven In NN) S5IC100051 1/1/2016 1/1/2017 EL DISEASE-EA EMPLOYEES 500,000 N pnaipToN 0FOdeeaIee oesunCer PERATX)Ns below EL DISEASE-Pout WAIT b 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD101,AAJWN Remarks SCIWUIe,'say be attacived Ifmore space Irepim*l Proof of Coverage CERTIFICATE HOLDER CANCELLATION (413)259-2402 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Amherst THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN Attn: Inspection Services ACCORDANCE WITH THE POLICY PROVISIONS. 4 Boltwood Ave Amherst, MA 01002 MRHORRED REPRESENTATIVE � ^ E Carballo/BETH —PF'ejtPr{ '�~'TA�� ©1E88-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025(101401) . \ The Commonwealth of Massachusetts iE=ri=CL Department of Industrial Accidents ia=� 50 1 Congress Street,Suite 100 - o y =1[g_ B Boston,MA 021142017 www.mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE.FILED WITH THE PERMITTING AUTHORITY. ADDlicant Information Please Print Lecfblv Name(Blninesa/Organigation/indlvidual) Beyond Green Construction/Sean Jeffords Address: 13 Terrace View _ City/State/Zip:Eas4hampton,MA 01027 .none#: 413-529-0544 Are you an employer?Check the appropriate box: Type of project(required): I.21 am a employer with .3 employees(full and/or pan.time)• 7. ❑New construction :❑I am a sole propdnor or pan ership and have no employees working for me in S. ElRemodeling any capacity.[No workers compinsurance required.] JO I am a homeowner doing all work myself.[No workers'camp.insurance requited.]' 9. ❑Demolition 4.❑Iamahomeowner and will behirin tractorstoconductallworkonm 10❑Building addition s con rrmperty. Iw;n ensure that ll contractors either have workers compensation insurance or are sole 11.0 Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.0 I am a general contractor and I have hired the sub-contractors listed on the attached sheet 13.❑Rrepairs ifs These subcontractors have employees and have workers'comp.insurance.: We are a cn bon and its officers have energised theirs of14.❑Other 6.❑ rpomright pion per MGL c. 152.I I I4).and we have no employees.[No workers comp.imam=required.] •Any applicant hat checks box Al must also fill out the section below showing their workers compensation policy information. d Homeowners who submit his affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. ICmnrutors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. If sub-contractors have employees.they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. , '\ 1_ �s Insurance Company Name: /Jar��r(�I�/ In SUf(Mec C0P%pontj Policy#or Self-ins.Lie.#: S W Ex_:I 0 0 Expiration Date: I— I— 1 7 Job Site Address: ALL LOCATIONS Cily/State/Zip:Amherrst, MA 01002 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$250.00 a day against the violator.A •py of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cert I epains and penalties of perjury that the information provided above is true and correct Dae: 'Simlatm�; '1/i 3/1L Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): I.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: SERIES 100 UL ROOF MOUNT SYSTEM The SnapNrack line of solar mounting solutions is designed to reduce total installation costs. The system's technical innovations have been proven to drive ` _ down costs and improve installaton ,w quality on more than 350 MW of solar :''''t ..� azg installations. ,entoiagapi- r . Pitched Roof Arrays Simplified ,4-It anal' The SnapNrack Series 100 UL Roof Mount System �. •`.; ..,4w rs an efficient,visually appealing,photovoltaic OW) ta, module installation system.Series 100 UL is Listed to the UL Standard 2703 for Bonding,meaning that all system components have been Certified by UL for Roof System In 4 Simple Steps: electrical continuity.eliminating the need for additional figuration grounding hardware.the System's components provide i)Toolo to the cvitme Series k.c00 rn)Coand select (fonfigure03 Listed ack.com)and select an adequate bonding path which has eliminated the "Yes'for UL 2703 List need for grounding tugs and washers at each module. and bonding jumpers between splices.The UL 2703 2) Identify Site Conditions(Array Tilt, Building Listing ensures that SnapNrack partners can provide Height.Roof Type.Wind and Snow Loads) the best in class installations in quality,safety.and 3) Build array in the online Configuration efficiency. Tool and automatically generate a Bill of Materials. • All bonding hardware Is fully Integrated into the components 4)Place order with your distributor Purchase material for a single project or order in bulk • No grounding lugs required for modules for additional savings • Rail splices bond rails together,no rail jumpers reauired • Proprietary SnapNrack grounding lug snaps in the rail channel.no drilling of rail or reaching for other tools required(One Lug per individual row of modules) • Class A Flee Rating Type 1 and 2 modules (!,� � LISTED PV Mounting System Patent Pending 2703 IIIIIIIIIIIIIIIIIIIIMIMIIIIIIIIIIIIIIIII SW' ks Dolt wim ��''``_StalM esbel s pNracx eonEmq SnaMa xkStandardaail f. SpltL kWashe• x Bale Sr Sq G.I rt (rlt BQIt it zher Adjustable aA aonti�rg ...`- SrapNrxk a. Almp bit OP Montl'roar/74"k �'. e Clamp k u e Clamp r" ©Base '. 5 Nrnck 5 pNe k BOMeM1Adjustable End SnapNracksS ~ ^dv'9 Btatln9 ` �[ noel MJt Clamp Bottom Channel Nut Semnkas NaMware wit BNlStaawth J(\j`_ Spldioax Washers 6Wn tock SrupNmle End SNapNMsk Sondem SnapNrack Bwtliap watnN Adiwtable End Clamp Mid Clamp StendeS Rail Spate SnapNrack Ground Fun 10'6 AWG Copper Wrre SnapNaak Eraunif tug Assembly (ONE REQUIRED PER Row OP MODULES) • SeapNratk Bonding tinwetsal Erni/Clamp(UEC)Wane ,...„1/44 UFCPW Strap -. _ .. .. _ .._... _.. ....�__.... _... .__�...-_ 1..3 -MEC Wedge Stainless Steel Bolt ' with Flat Washer • SroPNratk Bandbp Universal End Clamp SPNeack Sonora Sundon Assembly jilk $nariNsmh Sanatad Seeinb f SnapNlacN Snap hack Bonding Rubber Steel Pbnge Nut BOWue ChanMN Nut Aain Cab! cLannM ;tenets Serzal Flange Boli NW Ftge tM S,aorvncN Steel Flange Boli srypNrack Stainless Mal Finish • 92!MO's* Flange pitman t Feel Boa SnapNrack SnapNrack AN Purpose tet FNW LMot Slandoll Base(I-Male SmplWe<k—s, ,, SrypNra[x McGIFW� Base Shown) Mat Finish V a'J tam• ease ARrably t Foul eass w/tYwa/ flu*� SnapNracll Beading Stu Nmsk Banding SnapNrack Mittal Standoff Amembly I.float Rase with Minim IM Rase withBoneMmp L Poet SnapNrack Series 100 UL Technical Data 'rn"' Materials • 6000 Series aluminum • Stainless steel •Galvanized Steel and Aluminum Flashing Material Finish •Clear and black anodized aluminum •Mal Finish on select components Installation •Quick and efficient mounting -Adjustable hardware to ensure clean and level finish •All components bonded to ground with integrated bonding features Cala.&Certifications • Listed to Ut. Standard 2703 for Grounding/Bonding and Fire Classification • Class A Fire Rating Type 1 and Type 2 Modules •Stamped Structural Engineering Reports for all 50 States Grounding • SnapNrack Grounding Lug(One Lug per individual row of modules) Warranty • 10 Year material and worksmanship(download full details at snapnrackcom) Snap rack- (877) 732-2860 www.SnapNrack.com 0 Prmtetl onrecyceo oaPer.ung scy based inks le 201$by Snap Wed PV Moonune System.All ngntt',served -N16'IAP BOLTS MUT EIWED ' 2S INTO ROOF SS%JCNIPS&)t 1 WNnRS STEP 3:MACE L FOOT SNKF6NG( NLS 6`NMOWMEIO ON MCP AASNING OORPOSITI@I I.RVOT -SILVER S.S.10-16 FT-IPS ONOTI.GMEN MI LAN ESE ROUSTED IN S.S.TONGS NUT -!UCC SS.78 TT-LDS STB 3:SUP FLASHING ORM ANY GP1Et/TRTION OF LL FOOT VS VS OOATISLOPE) LFOOT W AND WIDER ROW SXAM6IAOC it 1'(OR1.E1 .1 Of SWIMS ABOVE DARNEL NUT SS.BORANSPLIT R - j ' ` L • // S.S.LIG SCREW-...N ' � � WITH RAT WA919t ` SNAPNRAOC 2S MNMURBMBNT STANONm PNIPNI \���j� i/ Is STANDARD ` SHAPNRN1Ot O06*O9RQ1 1100E RISMET BTB OROLT RoOl FOOT BASE 1E POUF WITH LTG BOLT SNOPNRADA I FOOT BASE% ---.1"-- PCOF OECCMTYP. / j USEROOF MONS TYP. ON CTOOT MOWERS SURFACER W I L W10MCRA1ROTISIACPACB j WRN LOWroIIODOGATE TILT / MIS OW SE LEVELED NPT03'E IG UP TO TWO LEVELING MORS PS SOWN N IN'SERIES UO MR LEWIS'S' CONPIEM TNSTALIATION MMA-RR. WINSTREAM ERc iow. I teStallgt GNinwn - OCALA OMS PART NIM.EL OCBcAcnwt RV Sn II[1 'y y ."^`--``.:;=C; --- - St00 PEN 00i PENtETNL OI.FF� FEDL FOOT TO �wit}N 1lyPll/sA - wiwvw n. 12010 - IX SNAPNRACK -2X SNAPNRACK LEVELING REVISION USE CARE DURING LEVELING SPACER 1 SPACER - rINSTALLATION TO ENSURE _— THAT THE SET SCREW IS - 1X*"-1B X 1" LONG -2X A"-I8 X 1"LONG ROUGHLY CENTERED BETWEEN I SET SCREW I SET SCREW 1 -— THE TWO PIECES BEING JOINED 11 r tI.,+J STANDARD SERIES 100 ,hil r �� ,-. �^ A — �S ATTACHMENTSICALADFEATURE 3"OF [E� ` VERTICALTINGON !• t IN I+�. ` ALL MOUNTING POINTS WON y_ 1 /■Y THE USE OF 1"LEVELING I'` 10.5 SPACERS 9.5 J 5 8.5 THE FIRST INCH OF AD)USTABILITY IS ACCOMPLISHED WITH SLIDING DETAIL A FOOT FEATUSTANDOFF PM S BUILT INTO BOTH L SCALE 5:8 1 COMPONENTS . RAIL HEIGHT-7.5" • RAR HEIGHT=8.5" RAIL HEIGHT=9.5" 'B IL HEIGHT=10.5" FOR AN ADDITIONAL INCH OF ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE HEIGHT ADJUSTMENT,ADD 7 STANDOFF ]"STANDOFF 7"STANDOFF 7"STANDOFF ONE LEVELING SPACER. USE PLUS ONE SPACER PLUS TWO SPACERS OF SINGLE LEVELING SPACER ON TOP OF STANDOFF ON TOP OF STANDOFF NOT TO EXCEED 30%OF ATTACHMENT POINTS ON L-FEET OR 10"STANDOFFS. _. 1 FOR A SECOND ADDITIONAL NAL INCH OF HEIGHT _ ADJUSTMENT,ADD ANOTHER f r� 1 �J LEVELING SPACER. USE OF �1'i . TWO LEVELING SPACERS NOT TO EXCEED 10%OF -�„I 3�q9i -- 5� -- ■ I ATTACHMENT POINTS ON �F L-FEET OR 10"STANDOFFS. -s , RAIL HEIGHT=3.4" - RAIL HEIGHT=4.4" RAIL HEIGHT=5.4" RAIL HEIGHT=6.4" ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ONE L FOOT ONE L FOOT ONE L FOOT ONE L FOOT PLUS ONE SPACER PLUS TWO SPACERS UNDER L FOOT UNDER L FOOT I���(Sp MAINSTREAM ENERGY CORP." DESIGNER 0MWMroInn SCALE DNS PART 4UMBER. OESCRRTIGN. REV Iqp\VII D ER. oay. 51000% SERIES 100 RAIL LEVELING F OR9Ii n dPJ�, . - APPROVEOOY DATE 120113 aENSION SNAPNRACK SERIES 100 ON FLASHED L-FEET FLASHED L^FEET ARE OPTIMIZED FOR QUICK AND ROBUST INSTALLATION ON STANDARD COMPOSITION SHINGLE ROOF SURFACES FOR OTHER ROOF TYPES STANDOFFS ARE RECOMMENDED r SNAPNRACK MODULE ATTACHMENT HARDWARE SNAPNRACK STANDARD RAIL . �/ .- amins. 4/1111111111111WSISS"... ......... .0..ar ti..' 11 IY 1 i I ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD, ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURLINS) ROOF SHEATHING UiDERLAYMENT,-) AND ROOFING MATERIAL TYP. I SNAPNRACK FLASHED L-FOOT-/ Sw (SPC p MAINSTREAM 08SIGNER GMS bb CAE ONS NNMfl DESCRIPTION U\\VII err L-FEET - DRAFTER 0Rrv+ S100001 SERIES 10009FLASHEb OpQ - .,,- - anPapvEp at DATE120113 -FEET solar - • • : cc cn SolarEdge Single Phase Inverters For North America W SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ SE7600A-US/SE10000A-US/SE11400A-US z • SW" 4 I F _ • 41 The best choice for SolarEdge enabled systems - Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance - Superior efficiency(98%) - Small,lightweight and easy to install on provided bracket - Built-in module-level monitoring - Internet connection through Ethernet or Wireless - Outdoor and indoor installation - Fixed voltage inverter,DC/AC conversion only - Pre-assembled Safety Switch for faster installation - Optional-revenue grade data,ANSI C12.1 USA-GERMANY-ITALYFRANCEJAPAN•CHINA AUSTRALIA THE NETHERLANDS ISRAEL www.solaredge.us Solar - • ! - Single Phase Inverters for North America a� SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ SE7600A-US/SE10000A-US I SE11400A-US 5E3000A-us I SE3800A-US : SES000A-US . 516000A-US SE7600A-VS SEI0000A-US • 5E11400A-US OUTPUT __ __ _ • r 9980 Nominal AC Power Output i 3800 SOD. €000 7600 11000001040V I 11400 VA MaxAC Power Output 3300 glg0 15400@2084 6000 , 8350 '. 10800@208Vi 12000 I VA I 15450&240V10950@2404 ' AC Oty tVoltageMnN m Maxvi li I - V o 183 208 229 Vac J _. ACO put Voltage Mn NOM Max" r V / V V V - I 213 240 264 Var r I AC Freuuenc9 Min.-Wom.-Mag"' 593.60.60.5(path HI country setting 57•60 60.5) 24 @208V ' r He Max.Continuous Output Cwrent i.. 125 16 4A@3084 21 25 3d at5 @ 2404 42 @ 2a0V I MI threshold 1 A U l tAM nitming,Islanding P otecaon.Country Configurable Thresholds Yes a Yes INPUT Maximum DC Power WC/ 4050 —15]00 7 6750 8100 10250 I 13500 15350 r W Transformer-less,Ungrounded Yes Max.Input Voltage 500 _ Vda Nom.DCInput Voltage 325@ 208V/350@ 240V Vdr. MaInput Currentn' I• 95 13 ' 16.5@208V I 18 23 33 go 208V 1 Mar 34.5 Ark 15.5@24041 1305@240V Max.Input Short Circuit Curren! i 45 ! Aar Reverse-PolarityProtection i Yes I_ Ground-Fault lmationp tenon 6G3ku Sensitivity Maximum Inverter EftwenrY i 97.7 98.2 j 98.3 j 983 r 98 I 98 98 CEC Weighted Efficiency 975 98 9]_5@2084 925 I„ 975 I 97@2084 j 975 I % 98Q2?0V 1 975 ga 2404 N�htb Power onz OtiOn cW x 2.5 —__ - _ co -_ ADDITIONAL FEATURES _ _ _om _—_-- -___—_- — ._ . 1. _ _ Supponed Communication lntedacesT RX85,fl432 Ethernet,ZigBee(optional) Revenue Grade Data,ANSI 012.1 Optional' Rapid Shutdown-NEC 2014 690.12 . 8 _I... - -__ renamed when smar5eee rapid shutdown kit isnstmledr^ - STANDARD COMPLIANCE Safety I uLll41,Uu699A,Uu998,CSA 222 _._ Grid Connection Standards IEEE c Emissionsparks FCC parIl5dasS B _ 1 INSTALLATION SPECIFICATIONS AC output conduit e/AWG _ 3/4' minimum/]66AWG I. 3/ "m /8-3 AWG DCpVl tl fsize/if ofSt-ngs/ r 1 3/4 min /l$strings/ AWG range 3/<"minimum/1-2 svin8s/366AWG __.. 14-5 AWG ' .. Dimensions with Safety Switch 30-5x125+]3/775x315 a 184 305x12.5 x105/ In/ (10/W4.0.) _ 775v3154260 mm Weight with Safety Switch 1 512/232 I 547/242 884/401___. . Ihrkg, r Natural I convection Cooling I Natural COmecnon I and fan i Pan(use replaceable) (user replaceable) I Norse _. . _. X25 e50 .._JEW Min Max.Operating Temperature I 13 to•140/-25 to*60(-40 tot-60 version available) -F/'C Rage PrO1PcoOn RaMgNEMA iR P/xpWed IRR 2 am noon inn.ra HII�n USOn2NNR1I P/N tee,n SelaaONNO4 from 40 version PM MEN..X..0 uWoxxw IbOWnm mmerY}PPx uNe}xxuy • Ey ,_ FE5 RoHS 111.1 hcc solar - • • = w N SolarEdge Power Optimizer 2. Module Add-On P300 / P350 ; P404 / P405 / P500 0.... O CC W CD • PV power optimization at the module level Up to 25%more energy •• Superior efficiency(99.5%) ex Mitigates all types of modules mismatch-loss,from manufacturing tolerance to partial shading •• Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module level monitoring a. Module-level voltage shutdown for installer and firefighter safety .t..< Scr * iFr CI a., l. , Iq FAi o -e Ni , gN! C i . 59'.�i 'VNW h 1r1::dreCEP corn sofar _ • C SolarEdge Power Optimizer Module Add-On P300 / P350 / P404 / P405 / P500 P300 P350 P500 P404 P405 (tor 60-cell fro r high power Dor 96ce Ifor 60cell (Mr tbin film modules) 60yelland for modules( and 12 cell, modules) 72 cell modules) short strings) INPUT Rnte� nFlo OC Pmv� 315. 35C 504 445 40 .. Absob3[MaInaLr V[9e4e e ryot zl l•.ms<'zn-.memumaturei 46 `0 86 BO 12S Vat Cnrnpng Far.gr 8 46 6-6O 8 80 126 BigVn- MaomumCrnnvcus6Io,.ICo10 11 101 >a: Meomim f MCnnry 99 .d4.phtuu Fe-u.n 1 98.8 w€, O;t.ge Caleda,r 11 OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) r,axunem Culp ul Cm ten. IS An A.ivlria m O✓t put Voltage 6C 85 OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OM SMety Om our I. age per Pcw,r opemrzm ar STANDARD COMPLIANCE - [MC ICC Partl 5 CI 4y fl.if 061000.fii IEe 440-0d Safety 1562109 IICIt5s O satetvl.UL1741 553125 Yes Fur C,Irty VDE ARE 2100-n2 201u 05 INSTALLATION SPECIFICATIONS Max n rn Allnwoi cvstem VoltaFr 1000 Var Onnensrons l,. wet 128x152.2 5v5 r]a1Oe ]28x152.35/ 1]8x 152 x43/ 118x14s5O/ v/r, 5 g74 J37 5n49an16cx557x19i 1Ve.ghl hnc udmp Lab c 41 /60/L7 B30/]8 994 i 2 51064/23 IL InDu td 1.4C4 Vntpur Car net(9r MCA Output Wire I enol h 095/3C 12/39 m/ft Opeelmg Icopemt u r V.. p. 40--R5/ .IG. t85 C/ r Poetion Rayne 1464/NEMASS Re abve H u r tr 0 100 PV SYSTEM DESIGN USING A SOLAREDGE INVERTER SINGLE PHASE THREE PHASE rn8lengta °3COP350.n5CF 6 .c A as ne n Sing Lcngtl.IPuWui Opnnrzrtel 25 ,. .aai turn Peu or St ng @Sp 11255 V: Io.nlcl Sime rt Oilfoi nl Leget hx nr Orirntaoone lc. CE PAGE 51 5f C1 fl a AV a' POWER DISTRIBUTION CU9AL BUG•BITES" u� SP 9a c Insulation Piercing Connectors 115110Eliminates need tor conductor Imitation elripPnB No taping required seer insielulan For copper to copper,Dopper to aluminum,or aluminum 10 aluminum applications .. For use on insulted Conductor only IPC SERIES 4,-p, MID CgM00 _MERE RANCE TMWE CM I EST.*Mlg140 NUMSEM NWIR MAW TAP VOLTA Bata RCSB PTV I NTIcMIb} NMT _I- _ 12110 Ik100i o.6 a-e. 300 II I I 2,a3 CM \� 124W •Ik NM u0.1 6.14 Ole 13 1I.0O ON 131(1 1PCIWk 0 . a J2-• 0011 25 I .ae cm , "� 1310 6k ' 2.10 230.1 351 Y .6 D 30 4.17 CMM , 15113 MV E6 350-1a 60.10 300 25 IM Y C IE111 PC 3406 ilii-NAI 360.40 3W 25 2.W CFR 13115 1•k5012 6W-6W 10.12 NO 25 205 cm 15101 •1k 6025 l -250 230.4 AO 55 ill .A WM Sb' -Ila 5050 NO.AJ 602-2W 010 15 2.81 se CAUTION 12100 1PC 2E/ TW-500 500.150 600 75 352 EA Use Bti Bf*a on '$006W&b t.Ntl as E4 E60V Ov1 s V'Mem) IKYMIed cable ertly1 1 NO CSA oatbd Do not Install on Dam ale GUTTER TAP CONNECTORS SP UL Dual-Rateused Hips strength aluminum&Eby6061-n,WFpkled win 800V 90•C Lay-in designed mein conductor rema6M continuous Tap parallel or perpendicular to main • Q GP SERIES WAmCATALOG CWldleTOq &P aAM timid eM cin O 4j// {SI MOMS Name WINNER MUN w M r L OTT WEIwr10r1 Wu* ?/y4,,1 ` \// 0111 GP V 1.12 1.1700t re 3I P4 24 1A3 CNN / I'll. MW W-2 NO-12 SOL 1 1/1 19. 12 110 LIN &,/ .55- 13115 0115 •P 250 Z 0 110 ]50.6 135 I'14 Er. 12 2.Y CIN • 13121 GE 355 MO-410 see.6 al. 10 rl. 6 275 CIN For Copper-to-copper, lata OP 500 50)-350 500.2 111. 10 IN 6 310 GIN Cppper4o-aluminum, 0123 OP TIP .50-KMl 500.2 2 II. 30 Ia 2.6 CM aluminum-to-aluminum 'GPI her bt • .d sans. MWMObl b IemmmMS b mad conosbn Mmemn 600V POT S.MPon insulating coven for use with GP connectors For Indoor use only GPC SERIES OS CATALOG FOR use WITHI 6W- ROI.0M91sCM6 KMCTN EST SNIPPING ,r r:NUMMI CONNECTOR CO!0. I N W CT? GH winrt ,. olm • eE—LLp t1 GPJ ' 1 MN Y GPO 10 GP Ito I 1 1 _16 eW ' '� { 1214 0 Ok ib GP263 ED CI 1`///`` P / 61 ./ u 131410PC 530 Gv»n O v • 2_12 cm 11( 'r -- 13142 Dec 302 GP520 BUR - . CTH ♦'—!-..I T 13131 ok 2Eow2so wlxGL� i i - crx Jill www wee vee-use mm It Her3186e Park,Cknlon,CT 05113•Prone RSO-RM0505•Fe.BCO-664.4516 TOLL FREE 1400301fls0(Outside CT) otic « r'/ CENTRO " : i 25 YEAR LINEAR PERFORMANCE WARRANTY 0 AND 10 YEAR PRODUCT WARRANTY L. I 0 T0LAN POWER TOLERANCE ' e 0i TYPE I FIRE CLASSIFICATION d 0 WIND/SNOW LOAD CAPABILITY UP TO 5400PA i € AM MON A&SALT RESISTANT 1I 0 ANTI-REFLECTIVE •1 GLASS COATING 1 i I 0 PID FREE i World Class MAC Technology:Nev cell architecture improves the capture of light and optimizes cell performance,thus guaranteeing higher efficiency modules. Quality Engineering: Modules are manufactured with the highest0" P` i FF quality and tested under our strictest quality standards to ensure a E — v� R'' �rw „. L world class product. ' Warranty: Centrosolar guarantees a maximum performance digression comparp.a.in the course -phase25 years,tiescsignificant added value M onocrystal line compared to the two-phase warranties common in the industry,along with our SOyear ting: roductnty. ' Independent Testing: Products are tested by third parties. CE 0 0 1vww.centrasolar corn • reooucr�umora ,C._.. CENTRO Technical Data Module Type CM60280 CM60285 CM60290 Peak Power(Pmax)'Watts 280 285 290 Module Efficiency 172% 17.5% 17.8% Cell Type Mon0(I ystalline Silicon Number of Cells in Series 60 Frame/Backsheet Colors Black/Black Power Tolerance -0/-45W Voltage at Maximum Power(Vmp) 3169 3181 32.02 Current at Maximum Power(Imp) 8.84 8.96 9.06 Open Circuit Voltage Woe) 39.05 39.16 39.31 Short Circuit Current(Ise) 9.39 949 9.59 Series Fuse(Amps) 15 Maximum System Voltage:Vdc 1000 Temperature Coefficient(Pmax1%/degree C -0.427 Temperature Coefficient(Vac:%/degrceC -0.318 Temperature Coefficient(Isc):%/degree C +0.042 NOCT degrees[ 464/-2 Mechanical Load 5400Pa(112 lb/It) Weight in lbs Dig) 408(185) Connector Plug Type MC4 Compatible DEPENDENCE ON TEMPERATURE MECHANICAL SPECIFICATIONS 340 I — - frimmTl W 110 S sm I - — —I s ) J Va 37 ) 3 i 60• 1 nna. — ( ausmm '1 4p i rem;eoelr.ntt . 0M1%IC1 [�esw) E !rem;Ceti: aau m/c l J L$ ro nmm.c«e wrmn.an>II/< [32 n.°I I / P ' s s IS at, ss as 45 % a IIIIIPraho•MI w•r 6 1 (3936n) DEPENDENCE ON IRRADIANCE "�'' r64.5 ,) ecirecr —7\\ \ Wlitible I i/ . «.,, n 0 s to J s ID n SO 9sr vane(VI r.•n..il'a In rat rnl. CENTRO," A���o✓ g s o' 10-eir l�l� 411 �� �� CityNorthampton Building Department Plan an Review 212 Main Street Northampton,MA 01060 INSTALLATION OF NEW ROOF MOUNTEDCHAPEL • 5.8kW PV SYSTEM r . s A 39 CHAPEL ST, A •w ,g S ��' NORTHAMPTON, MA 01060 a • e . ,We,Ro.wens VICINITY MAP SITE Xe er: p. CATE irol SCALE NTS Pralacttile EILUMENDIAL,BARBARA TRIMPI ACCT. Pged bares, tore MIME 39 CHAPEL ST noxrumnoxMA 01060 vertw=NOTES GENERA., ,,,Tam„ ,,=„ ee„, ,„ „,,„ ,=,e„, ,e SHEET INDEX . AnFteMTonTcxnxu=e a..ir,snn.. _= PV-1 COVER SHEET W/SITE INFONOTES - pippmppp ^= PV-2 ROOF PLAN W/MODULE LOCATIONS TPOM PV-3 ELECTRICAL 3 LINE DIAGRAM souaSYSTEM COOPoNENT SW VIVErLP MANUALS OM P-00 MINER r,wx.,.,a.r.,.,.,� .. _— NIB POT TO(GALE .0701inTEMSIIE S 8kW P*S'”AND"re'F'EM°W°RRI°P T° 'MIND A PPC INSTALL T*.."'"'” AL .Lik*MIM PS PULL BOX PEF'''''''URKIM'TC"ETHERM°THA OPERATM MANUAL '7, OF ABOVE MMIED gL[Pl9 IS O sneer G.NSE P1 PV - 1 pr!ppm,co cappmm,THE uyeNERP 0E IN ACCORDMIGE WIWI TT..,.„,.„e=�,WENENTS ,�� r SOLAR .,.oft.4....y 07710 ,-al. I � ,,. ..�.R.C.R _ W n� i- :.,E.,.,,,„.. . ......_ •12vvvvvvvv„--: ......„..G ii ,. , , . s,„_,,,_„„,„„.„, ,,.._,..,....... .,.., x _.,..„._7„..,.= _ _ __] ...Ts.. ,,,„„.,„,„„...„„.. X °, .racsF�. exweonnxne0„. y' „aEeo,.,.�. „A.,— ..„-- ----, sausuooPUSSw „„, ❑eu=EONSC¢UP PETAIL AouR mow„oiuweiwe inw MODUULEwvACHMENI ON PSviuv SHINGLE ROOF cr„„EN =„ o LEVEL TO PEAK OF ROOF Project !Med IReVISIOnS No ionox DATE LUwvu HA mARBARA MHPL,BPABPRP r..,NONTNAMPiON.MA 01060 N.,n,TrOW BACK FRONT — PROPOSE \ / \ nmrgm,Sa” SYSTEMe mu.lc ® sy itmoiign TOT.Slillni Sal 5 SEW Waal ill(d 0/60 290 4 P D M Eillaillallia111E ...IcEc VI iln NCI• hEaE2 QM TnE CASH 41 ROOFTOP SOLAR INSTALLATION ONLY EN ARRAY WILL NOT oaE.oNo,HEE,R.NGaG,GNGFN ENVELOPE ARRAY SCHEDULE SYMBOL LEGEND P„MRNGSCHEDUEE DUEE Pl PV -J RI OD som 4 4444„convion 2/0 ® x D44 Es par scsxwion Run 44 RA lID ' 01CATES NM,MMY biSta.111aal TO OE 2a CENTRO 19a l(11161119 MODULE INDIC„E,E.„,,,,METE„OCrION 111011WEEENEIV FE SOLAR 110OULE EEO WILLIS H,IN-, o .A°, „ ...,.. o„, .,, .o .„,A.. OTHER OBSTRUCTIONS „, linnitYOLAR Engineer .DOOM Hopo.. 1 OMAR S MORTEN To Ezo STEEM,.o..�PE.,... MEI 1 MEM EDGE �. o mo. • m. DATE tiVergalirteills.......N o. oEu.o. .,. � ixrw..r.m..mmuv WITS.e.Rm. iw HAL BARBARA I TREND"MOTE 2016-11176I SE=ITT ETD rEIBOUSLIBT IN ION LOWEST EXPECT ID TEMPz 39 CHAPEL St . �o. �o..�..�m��.�o� :� � Ilit : NORTHAMPTON, .�• } Omm�g 11" _._ETER pj SOLAR SYSTEM OMITS MARMITE TOOMM OM M E ROOF MOTORED �.M�mo. MIL OMITTED STAND Ban In • 7 MN .� . � a TO DE O ®. a mCO„o,N !EITEL omu„coma DE .'5MERMAN,MED MEEKERu 1.111111,WU. MT ,TE MA.m.,.°,ue;:E,T'.rEDNEonMmD ,. TEE,,, N" „IIA(TO":,,:"0X01) . \ P1 PV — 3 I. ,o � SOLAR ®