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37-074
33 OLD WILSON RD BP-2017-0703 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:37-074 CITY OF NORTHAMPTON Lot: -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# BP-2017-0703 Project# JS-2017-001155 Est.Cost: $13662.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: VIVINT SOLAR DEVELOPER LLC 070940 Lot Size(sd.H.): 15115.32 Owner: KUSCHKA FRANK E& MABLE D Zoning: Applicant: VIVINT SOLAR DEVELOPER LLC AT: 33 OLD WILSON RD Applicant Address: Phone: Insurance: 150 PADGETTE ST UNIT B (413)331-0769 WC CH ICOPEEMA01022 ISSUED ON:11/22/2016 0:00:00 TO PERFORM THE FOLLOWING WORK:WIRE ROOF MOUNTED SOLAR, 23 PANELS 6.21 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 11/22/20160:00:00 $75.00 212 Main Street,Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2017-0703 APPLICANT/CONTACT PERSON VIVINT SOLAR DEVELOPER LLC ADDRESS/PHONE 150 PADGETTE ST UNIT B CHICOPEE (413)331-0769 PROPERTY LOCATION 33 OLD WILSON RD MAP 37 PARCEL 074 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid 17 Building Permit Filled out Fee Paid Tvoeof Construction: WIRE ROOF MOUNTED SOLAR,23 PANELS 6.21 KW New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 070940 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF ATION 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 Pennit 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 Demoli ion I elay .0.71,017 Signature of Building Official 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. 37- 0 75/ • Department use only rh 1 �'�' •City of Northampton Status of Permit: r� '� Building Department Curb CutlDriveway Permit t" y\ 212 Main Street Sewer/SepbcAvaliabgity Room 100 WaterMVell Availability Northampton, MA 01060 Two Sets of Structural Plans rt� phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify PPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1-SITE INFORMATION 1.1 P Address: This section to be completed by office 33 0/ �,(3 OMOM3 Map Lot Unit Florence, '' ✓ l OICY"9 Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Frank Ilugchka- 8,3 Ott 1.Dikson Q.d Name(Print) T p ne areTs�Jt�r-5 T P ne o/(�) Signature 2.2 Authorized Anent: Savina Cervone 150 Padgette St, Chicopee, MA 01022 Name 'np Current Mailing Address: /y 7C'� 413-331-0769 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only 3 ,z ^completed by permit applicant Y{ 1. Building a 4O (a)Building Permit Fee 2. Electrical 4O//3 IC9hL 60 (b)Estimated Total Cost of Construction from(8) 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+ 'LO 669+ Check Number 53/G $476 Y This Section For Official Use Only Building Permit Number: Date Issued: Signature' Building Commissioner/Inspector of Buildings Date Section 4. ZONING AU Information Must Be Completed. Permit Can Be Dented 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 narking) #of Parking Spaces Fill: , - • - (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DONT KNOW 0 YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? ' NO 0 DON'T KNOW 0 YES O IF YES: enter Book Page and/or Document# B. Does the site contain a brook,body of water or wetlands? NO O DONT KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? • t Needs to be obtained O Obtained O ., Date Issued> C. Do any signs exist on the property? YES O NO O IF YES, describe size, type and Location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO O IF YES, describe size, type and Location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteratlon(s) n Roofing ❑ Or Doors D Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks I[] Siding Cl] Other[CI] Brief Description of Proposed ltI6tiubP*Wyp k: Insttaallation of roof mounted photovoltaic ollrsysstems#oofmodules Ahp� d€xism elh/oa r1 fl A mWan,en �ofy "tab /UCCy Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet ga.N 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. • ,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 I, V ivint Solar Developer ,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. Savina Cervone Prim N a UPRO Sig of Owned gent Date y SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Suoervisor: Not Applicable 0 Name of License Holder John A Jalbert CS070940 license Number 150 Pse - :t B hi: pee MA 01022 03/25/2017 Add / Emiralion Date • 413-331-0769 Sig r e Telephone • 9.Registered Home Improvement Contractor. Not Applicable 0 Vivint Solar Developer/John A Jalbert 170848 Company Name Registration Number 3301 N Thanksgiving W•x#500 Lehi UT 84043 1/5/2018 Address Eviration Date Telephone 413-331-0769 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 0 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. Del-mil-ion 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 The Commonwealth of Massachusetts _ 4{? Department of Industrial Accidents fi 1 Congress Street,Suite 100 -: 11 Boston, MA 02114-2017 y!� wwu mass.gov/dia R tickers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY, Applicant Information Please Print Legibly Name(Rosine5s/Organlzation/Individua0:Vivint Solar Developer LLC Address:1800 W Ashton Blvd City/State/Zip;Lehi,UT Phone#:655.877-2974 Are you an employer?Cheek the appropriate hot Type of project(required): I p I aa employer with 217 m _employees(Cull and/or pan-time-' 7, ❑New construction 20 I am a side pmpdetm orpartnenifip and bac no employes wwkm% tMr me an 8. O Remodeling soy capacity.(No workers'comp.Insurance require(.I 9. ❑Demolition .101 am a homeowner doing all work myself-lNo workers'compinsurance rowed 1 t d❑I am a homeowner and will be hiring contractors to conduct all work on.ny property. I will 1 p❑Building addition ensure that all contractors either Neve waken compensation insonom cr amsore 11.0 Electrical repairs or additions p uncture with owemployees 12.0 Plumbing repairs or additions i 0 I am a general contractor and I have hired the subcontractors listed on the attached sheet. 1},❑RooCrepairs These sub-contractors have employees and have workers'comp.Insurance I 6 We are a contra/to and its officers have exercised their right of exemption per MGL c. 14.0Other - _ 02,6114),and we have no employees.(No workers'comp tasuonee requiredI 'Any applicant that checks box ill must aim fill out the section below showing their workers'compensation policy infmmauon. 'Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. 'Contactors that check this box must attached an additional ahect showing the name of the sub-contractors and state whether or not Mose entities have employees. If the subcontractors have employees,they must provide their workers'comp.policy number. 1 am an employer that is providing workers'evmpensation insurance for my employees. Below is the policy and jab site information. Insurance Company Name Zudch American Insurance Company Policy#or Self-ins. / t Tic.0:W�C509601302 Expiration Date:11/01/17 fob Site Address:{3a'3 l J7c__fj Qo CiryJstate/Zipic y -- Attach a copy of the workers'compensation policy declaration page(showing the policy number and ex ration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to 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. Ida hereby cenif,yd-- - ,antra - , a f r.jury that the information provided aboveis true and correct Signature G/ 1 �` — Rate: I l //21 zol LC Phone#:855-877-.4 L./ jJJ ! — Official use only. Do not write in this area,to be completed by city or town offciaL City or Town: Permit/License it 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 a: Mrsachusstts-Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License:CS070040r Jabs AJNbert P 'fGrs 591 ELMSt'RER7 WEST WRINCPFH. J.L.-d'Jcae- nal s Expiration commissioner 03/2512017 ISE11010 63999049 .UCSBInDiegp I Extension 0 NR..ualalallAWYMlnal6tteannnraa 3�/ • This card certifies that: JOHN JALBF,RT has compteled a 10-Hour OSHA Naiad Recognition Training for the Construction Industry .i- Y`er- ,4 Cf.-- 01/25/2014 Director.Scats MacKay bamv.Taylor Slims Grad Date: , B`rzzAmin, CERTIFICATE OF LIABILITY INSURANCE oio THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. if SUBROGATION IS WAIVED,subject to the teras and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH USA KO NAME. MORE FAX 122517TH STREET SUITE;"ILO tmc xo aT _ WE malt DENVER.CO 802035534 AWRES$ Attn.Denver.CMRequesl@mSRhcorn I Fax:21240-43M - '-- INSURER(S)AFFORDINGCOVERAGE NAIC/ INSURER Ata Specialty Epe INSURED INSURER 8.Porch American surance Company 116535 Matt EIIIa.Inc Matt Sam Developer LTC NsuRERC:AC$ica Zee-In Insurance Company . 142 Vivml Star Provider LLC INSURER D:NIA N/A 1800 W.Ashton Blvd .. _ -_.... Lehi.UT 84043 INSURER E INSURER F_ , COVERAGES CERTIFICATE NUMBER: SEI-602921361"14 REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TC)WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE SEEN REDUCED BY PAID CLAIMS. INSR ..��. - Aebl-$UBRI POJCY 04 I POLICY SW r i -TYPE OF INSURANCE Max vNe POLICY NUMBER ,IMAVOOA'YYYI (MIWODNY(Y) LIMITS A X COMMERCIAL GENERAL LIABILITY 371650B116EN IMP/201M 01212017 EACH OCCURRENCE (S 1JA1T0tG ttcis CLAlMSanAOE I K.. OCCUR t II PRGE'EMAGEG GETOee Eeanwrenwl S _._ 1,000,006 I MED EXP(Any Oen person) a 10.000 ' PERSONAL R AIN INJURY I',S 1,000.000 GEN'LR AGGREGATE LIMIT PE . �'I GENERAL AGGREGATE a 2,900,O00 B AUTOMOBILE ( LOC n�SAP5096015tl2 tt101I201ti I11N112011aaeDilNwME1 s 1.000,000 OTHER ! ANY AUTO BODILY INJURY(Pm person) S RY AOSNEO [ BODILY (Perawaenll SUTSCHEDULED SS PERTtttoANAX HIRED AUTOS I A AUTOS Per • Caranoll Dad I S 1,000 A X UMBRELLA LIAOX OCCUR MADE 377650011(1EN 101I29I2016 01/29/2017 EACH OCCURRENCE S 5.000,006 X EXCESS UAB OL Only 1 iAGGREGATE _ S 5,000M00 DED F IRETENTIONb '$ C (w40 EMPLOYERS' CMFENsxiroN ( V1C5+h'E01502 t1,41t2piE tLD1tIln1 X _ITATUTE ER_ 'ANY EMPLOYERS LIABILITY YINy ANY PROPRIETOR/PARTNER/EXECUTIVE N NIA AZ,CA,Ci,FL,RI,MA,MO,Nd, EL EACH ACCIDENT S 1,000,006 OFFIC(Mandatory andaNMEMNE)EXCLUDED, NM,NY,PA,SQ TX,UT ' E L DISEASE FA EMPLOYE E 1,000,000 B DESCRPYQN OF OPERATIONS below WC509601402(MA) 11/0112016 11/01/21117 E.L.DISEASE POLICY LIMIT IS 1.000.000 I I • I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(AGGRO 101,A*111'01M1 Remarks SchmluN,may be attached if More space is IegWrvJ) CERTIFICATE HOLDER CANCELLATION Town of Northampton SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 212 Main Street THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Norlhamplon,MA 01060 ACCORDANCE WITH THE POLICY PROVISIONS, AU1NORIZEO REPRESENTATIVE 01 marsh USA no, Kathleen M.Parttime mccjzdr p„TR• Taar ID 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014!01) The ACORD name and logo are registered marks of ACORD vivint. 1800 W Ashton Blvd. Structural Group Lehi. UT 84043 Jon P. Ward, SE,PE Clint C. Karren,PE Structural Engineering Manager Structural Engineering Manager jon.ward@vivintsolar.com clint.karren@vivintsolar.com November 11, 2016 Mr. Dan Rock, Project Manager Vivint Solar 1800 W Ashton Blvd. Lehi, UT 84043 Re: Structural Engineering Services Kuschka Residence 33 Old Wilson Rd, Florence, MA 5-5319089; MA-04 Dear Mr. Rock: Pursuant to your request,we have reviewed the following information regarding solar panel installation on the root of the above referenced home: 1. Site Visit/Verification Form prepared by a representative from our office under my supervision identifying specific site information including size and spacing of members for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information was prepared by the Design Group and will be utilized for approval and construction of the proposed system. 3. Photovoltaic Rooftop Solar System Permit Submittal identifying design parameters for the solar system. 4. Photographs of the interior and exterior of the root system identifying existing structural members and their conditions. Based on the above information we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: Description of Residence: The existing residence is typical wood framing construction with the roof system consisting of the following: • Roof section is composed of 2x6 dimensional lumber at 16" on center and a single layer of roofing. The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof members. All wood material utilized for the roof system is assumed to be Spruce-Pine-Fir #2 or better with standard construction components. The existing roofing material consists of composite shingle. Stability Evaluation: A. Wind Uplift Loading 1. Calculations for uplift are based on ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures, a wind speed of 90 mph based on Exposure Category B and 22 degree roof slopes on the dwelling areas. Ground snow load is 40 PSF for Exposure B,Zone 3 per(ASCE/SEI 7-10). 2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the dwelling. Pagel&& vivint. B. Loading Criteria 8 PSF =Dead Load (roofing/framing) 40 PSF =Ground Snow Load 3 PSF= Dead Load (solar panels/mounting hardwarel Total Dead Load= 11 PSF The above values are within acceptable limits of recognized industry standards for similar structures and in accordance with the 2009 International Residential Code with Massachusetts Amendments. Analysis performed on the existing roof structure utilizing the above loading criteria indicates that the existing members will support the additional panel loading without damage, if installed correctly. C. Roof Structure Capacity 1. The photographs provided of the attic space and roof rafters show that the framing is in good condition with no visible signs of damage caused by prior overstressing. D. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "Unirac, Inc. Installation Manual", which can be found on the Unirac, Inc. website (www.unirac.com). If during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified before proceeding with the installation. 2. The solar panels are 1 Y"thick and mounted 4 1/2" off the roof for a total height off the existing roof of 6".At no time will the panels be mounted higher than 6"above the existing plane of the roof. 3. Maximum allowable pullout per lag screw is 205 lbs/inch of penetration as identified in the National Design Specifications (NDS) of timber construction specifications for Spruce-Pine-Fir assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 'A", is less than the maximum allowable per connection and therefore is adequate. 4. Considering the roof slopes, the size, spacing, condition of the roof, the panel supports shall be placed at and attached no greater than every fourth roof member as panels are installed perpendicular across members and no greater than the panel length when installed parallel to the members (portrait). No panel supports spacing shall be greater than four (4) spaces or 64" o/c, whichever is less. 5. Panel support connections shall be staggered to distribute load to adjacent members. Based on the above evaluation, with appropriate panel anchors being utilized the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is in conformance with the 2009 International Residential Code with Massachusetts Amendments, current industry standards and practice, and the information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. A444 11431".'Regards, •aCI'Jon P. Ward,SE, PE , ARS i ttWo MA License No.52584 " - NO. 52s� fir - �L e A ynRFe/STEPE�\ �' •, SS/oNAt ENG ,r,.,, 1, Page 2 ort vivint. L-FOOT ENDC�P SPACING CONNECTION RAFTER Ira t E5, MID Ck AMP l‘•_ li jar alilriyll ill IIIPI RAIL D7 CONNECT°. IIall I�=i9 5;=a OG.. WATERPROOF SEALANT B00MP SHOE RACKETUS T MS USINGPORTSHA[ODULES I MID CLAMP DETAILFL ESPING WITH ..n. COMPRESSION _: CONNECTION DDaMPL-FOOT il�l - -.Y.oono _ To .,.,,a, SHARED RAIL � II t) - MIO CLAMP LAMP + END CLAMP DETAIL C 1 �w!,o o •? PERMITTEDSPAORAIL MSI ALPHA+RAIL DETAIL a WITH METAL FLASHING MOUNT DETAIL-MSI �> pm 3.0 ON TO x.., c, C9 xmTHM MODULES IN PORTRAIT/LANDSCAPE O SOO11w PV MODULE.TYP.MOUNT £ TO RAFTERS.PARALLEL - v R WITH PLANE OF ROOF / p\ ?. n CANTILEVER L=MA%SPACING 64" MODULE LI30RLESS `- d ® O`uLlxo Y L SH Ei i � �L D N❑ n n • jt OM�r Q lijNA \_L.FOOT CONNECTION !AFTEa NUMBER PV ARRAY TYP. ELEVATION EET o QPV SYSTEM MOUNTING DETAIL ry NOT TO SCALE POT TO SCAR a Sada 5 leatilni 1/- AIM . ,/// / _ 'Ay of Northampton /��I Building Departreerfp 0 do Plan Review — ""�' --,.-----'-212 Main Street — nnhampton, MA 07080 _ ¢"s c rill PV SYSTEM SIZE: Q O!� 4 g 6210 kW IK L,J ,„„ _ j ' „mics ..= '} Roof tyr•:SbingIR \y 3 0.ovl4wliont •� \ ! .\L. = 3 N., • ; a i f.. j ® �.- - - - - - - - -- - - � SET RWMNER. 0 PV SYSTEM SITE PLAN SCALE 4F=1'434 Photovoltaic System Conduit Conductor Schedule CALL CONDUCTORS MUST BE COPPER) DC ystem Site 6110 Tag DescriptionConductors/Color AC System Size ]6W I PV Wire 10 AWG Gauge 1(V\V-) N/A-Free Air N/A-Free Air ry q Total Module Count 23 I Bare Copper Ground(EGC/GEC) 6 AWG 1 BARE N/Aires Air N/A-Free Air 2 WAWA-3 10 AWG 4RW,34)B/R PVC 1" TOWN-1-Ground 8AWG 3(GRN) PVC 1" _h 3 THWN-1 8 AWG 3(111,ILL IN)R/R/W 1" u 3 u o 3THWN-1-Ground 8AWG 1(GRN) PVC 1" Da w 8.AWG 3(111,ILC,IN)B/R/W LFNC 1" A' S $ 4 THWN -1-Ground 8AWG 1(GRN) LFNC 1" 3 m y. C .- 3 O : CTE 1x00eonbr �MINIM o2.40 xdea tlolmrmr to xote PEM.03oumae¢h<0ov.Sioon _i - SQUARED m mmIVALNTPhases n 1oon Ma i % f ^ ,/, crumnnms+nmnucoorwiezs PV + lz l © SHEET NAME; MODULES. rr r-t \ I Y 3 G e3 G 4 40A SHEET ev •ss L7.. 1 __ —/• Mo GE AWP NUMBER. wpm MP/MODULE PEP!WEIMm=6x10 wmmMc mno a/Dumno.1124221/1 x ni k'N1 y Conductor Calculations r, PV Module Rating @ AC Wire gauge calculated from NEC code 310.151011161 with ambient temperature calculations Module Make/Model MPS-60-210/40B from NEC 310.15(21101. Max Power-Point Current(IMP) 8.65 Amps For'On Roof conductors we use the 90.0 column ampacity,0.5"9.5"oil-the mol temperature = Ca2 2 e Max Power-Point Voltage(Vm 31.23 Volts adjustment from 310 15(51131(c),and raceway fill adjustments from 310.15(B11161. 91 Safety conditiono'N[M1p) or'Oft Roof"conductors we use the 75°C column ampacity, o i o' DC of She columnampacity with 5- Rated for maxoperating690.3compliant oflmertu Open-CircuitShort-Circuit Voltage(Vac) 38.48 Voltsra a 3 the relevant amdent temperature and raceway fill adjustments,wM1lcheuer is less. NEC 690.35 Seent 15c 915 Amps The rating of the conductor after adjustments MUST he greater than,or equal to,the continuous I 9 - •opensall ungrounded conductors MaxMax Seres Fuse(OCPD) 15 Amps duty°payed output current Nom.Maximum Power at STC(P max1 220 Watts Adjustment on Example-ous Duty Rating ltput Cx urrent Rempea[ure/Wlm Nenlx Conduit Fill LL▪ � Ma m System Voltage IX 1000V Adjustment ):10 gauge Duty Output Current DC Inputr Solar Edge P300 Vac temperature Coefficient -0.33 %/C (On 18.75Af,Tag 21".10 gauge wire rated for 40 A. 40 A x021 x 0814 Conductors,'22.72 Aa= DCnput Power 300 Watts 16J5A DC Max Input Voltage 48 Volts (Off Roof,Tag 33 0 gauge wire rated for 50 A. SO A x 39.58 A DC Max Input Current 125 Amps AC Output Current According to NEC 6900(72((1) 31.67 Amps (Off Roof,lag 41:8 gauge wire rated for 500. 50 A>A 3958 DC Max Output Current 15 Amps Nominal AC Voltage 240 Volts Maes I5 Wng Rating 5250 Watts THIS PANEL FED BY MULTIPLE SOURCES(UTILITY AND SOLAR) Inverter ake/Model 27600AGIS CLEC Efficiency 97.5 % AC Operating Voltage 240 Volts Continuous Max Output Current 32 Amps ROOFTOP CONDUCTOR AMPACITIES DESIGNED IN COMPLIANCE a; DC Maximum Input Current 23 Amps WITH NEC 690$TABLES 310 1510221(a(,310.15(011311a1, Short Circuit Current 40 Amps 31015031(311c6 310 15(B1116),CHAPTER 9 TABLE 4,5&9. Max Output Fault Current 40 A/20ms LOCATION SPECIFIC TEMPERATURE OBTAINED FROM ASHRAE 2013 DATA TABLES. ASHRAE 2013- Highest Monthly 2%DB Design Temp:33.2 Celsius Lowest Min.Mean Extreme DB:269 Celsius ox OCPD Calculations 4. continuous nalcur<em lased off inverter continuous output currentX 11.251NEoutput ° m.ode 210 l9l ADDIall SO .- Output 3T 57 Ax 125 NEC code 21019(A1(111a11 z cc 0Lzg— Ve3t958A<4DAlIXPD1Ma — system output current w/conenuous duty=3958<40A[System OCPDI Other Notes • - 4 'r' SHEET •ALL INTERIOR RACEWAYS CARRYING DC CURRENT SHALL BE METALLIC NAME: •All ampacity calculations are made in compliance with NEC 220.5(8) 2ti Fr O. SHEET NUMBER: N C. C CI 0 FB zm ky\ � T1 z � 0 ` > *- % • • \: — 2 w • - � � � © S J ae `IS ~ © "me` ah / ± ? » » 2% « > y / # § ¥. . : t1, 1 t » t. 4 : C' ƒ -4 f 41. IN9 , 2ni 2{ � . ftf / ¥ •: * 0& J �dt \ I o cr O AR Fly o § gym§ NS A ER 5 .� - •_ .� ! LOGIC s , CENSE 0369 ¥|¥|nt ?< . „ 2 . �_., _A BD 66 2004 ►fie mounting systems Building data Site data Country USA IBC 2012 Terrain height Oft Building specifications Roof type Gable roof Building length 65 ft 6.33 in Building width 36 ft 1.07 in Building height 35 ft 8.22 in Roof specifications Ln Roofing Composition shingle Rafter width 1.5 in Roof pitch 22° Rafter height 5.5 in Rafter spacing 16.0 in a �S� �' 3S ft8'22 in 4 b�c /y2 tcsi ^J� Developer: Page 1 of 8 Date 11/16/2016 MS Version 2.0.28.0 mounting systems Loads Snow load Importance factor II: 1.00 Ground snow load pe= 40.000 lb/ft2 Shape factor 4= 0.738 Snow load-flat pi= 28.000 lb/ft' Snow load-sloped p:= 20.680 lb/ft' Wind load Basic wind speed v= 90.00 mph Terrain category B:Urban and suburban areas,wooded areas,or other terrain with numerous closely spaced obstructions having the size of single-family dwellings or larger. o Wind Gust Velocity Pressure q= 13.4001b/ft2 CO Roof areas a Distributed Wind Loading per Base Rail Pressure[Ib/ft] Suction[lb/ft] Field 21.773 -39.192 Edges 21.773 -74.029 Dead load Module area AM= 20.85 ft2 Modul weight GM= 49.60 lbs Dead load gm= 2.425 lb/ft2 Developer: Page 2 of 8 Date 11/16/2016 MS Version 2.0.28.0 mounting systems Load combinations(ASD) LFK1: Ed=D LFK2: Ed=D+L LFK3: Ed=D+(L,orS or R) LFK4: Ed=D+0.75* L+0.75*(L,or S or R) LFKS: Ed=D+(0.6*Wor0.7*E) LFK6a: Ed=D+am* L+0.75*(0.6*1/1/)+0.75*(t.or S or R) LFK6b: Ed=D+0.75* L+0.75*(0.7* E)+ 0.75•5 LFK7: Ed=0.6* D+0.6*W LFK8: Ed=0.6*D+0.7*E max action [Ib/ft'] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel o Field 21.420 8.654 -5.884 0.545 Edges 21.420 8.654 -12.310 0.545 0. max action per unit length of rail [Ib/ft] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 69.630 28.130 -19.130 1.772 Edges 69.630 28.130 -40.030 1.772 Developer: Page 3 of 8 Date 11/16/2016 MS Version 2.0.28.0 mounting systems Module field layout Module manufacturer lA Solar Module length 77.0 in Module type JAP6-60-270/4BB Module width 39.0 in Module power 270.00 Watt Frame height 500.0 in Number of modules 23 Modul weight 49.60 lbs Module orientation Landscape Overall power output 6.2 kWp 0 Ln rn i I Developer: Page 4 of 8 Date 11/16/2016 MS Version 2.0.28.0 Nah.S* mounting systems Configuration Fastener capacity Description Set 12:Quickmount Comp Max. pressure load 816 lbf Max.suction load -816 lbf Max. lateral load 677 lbf fastener distance 16.00 in Rail Description GS 10/48 0 PI Lin D. Moment of inertia lz 0.16 inA4 Moment of inertia ly 0.24 inA4 Resistance moment Wz 0.21 inA3 .� Resistance moment Wy 0.24 inA3 a Cross section area 0.55 inA2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Load Rail Stress Deflection under load (%4=L160) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 4.3% 0.7% 15.2 in 12.5 % Edges 4.3% 0.7% 11.7 in 12.5% The system was successfully verified. Notes • Caution- use of shared rails requires precise positioning of the rails for a successful installation. • Only the statics of the solar substructure are analyzed.The rails are designed as multi-box girders with cantilever,and uniform load distribution • The values for material durability are taken from the technical manual of the manufacturer. Developer: Page 5 of 8 Date 11/16/2016 MS Version 2.0.28.0 0 0 < 3 �A�1 - � o no frz 181 Ian 1111111111 1111111111 IIII 1111111 IIIA 11 11 o sok., IIIIII< 111111111111. 111 IIIIIIII1111111111111111 A I 1 1 1 1 1 1 1 1 1 , I 11 II 1 1 1 10 II III 11 I 1 I 1 A GS10/48 0/016 ft rR[13119AJin] 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 =-6510(%12.1t1100 M1 296 in, rru I rrr rr rr rirrrrrr , rrrr '-r „ r , , , ` rrr111 r ' rrrr" rrr rrrrr rrrrrrrrrr -r"r- rT1'rri 1irlll 111 11 1111111 IIIA IIIIIIII IIIIIIIIIIIIII 3 w N o Alpha' 5319089 00 00 ry ry CO O L _* m O4 0 58.31 R 3.89ft 11 1 1111111 1111111 111 +t1t + III � IIIIII IIII IIF I F M ITT I I I I I I I I I I I I I I I I I I I I I I t 1.68 R ] I 177 1 H I 1 I 1 I 1 1 I 1 I 1 M I I.W R I Irrrrrrrrrrrrrrrr � rrrrrrrrrrrrrrrrrrrrrrrrrr � I I -- 3.89ft 3.89ft IIII1I1 .111IIIIIIIIIIIIIIIIIIII_ 3.61 R 58.31R 3.6Ift I I Fieltl Edges ■ Corner m v 6. 1 N J O W M 0 Co Alpha' 5319089 mounting systems BOM Item no. Description Weight Quantity add. Items Sum 720-0854 Set 12:Quickmount Comp Shingle PV Mount 12': 0.000 lbs 13 0 13 module end clamp 0.000 lbs 36 0 36 module clamp 0.000 lbs 28 0 28 800-1085 BR 10/48 CS;16ft 13.623 lbs 10 0 10 800-1087 BR 10/48 CS;14ft 13.623 lbs 2 0 2 800-1089 BR 10/48 CS;12ft 13.623 lbs 2 0 2 706-0057 Splice,external,f.BR 10/48 CS 0.427 lbs 10 0 10 Total 194.999 lbs 0 rn Ln Q Developer: Page 8 of 8 Date 11/16/2016 MS Version 2.0.28.0 /ryr RESIDENTIAL SOLAR POWER PURCHASE AGREEMENT Vlviiit SOI<A1 Customer Name and Contact Information: ansa ion Date Names) FRANK KUSCHKA Service No.2016-11-04 Installation Location Address 33 OLD WILSON RD Approximate Start and 33 OLD WILSON RD FLORENCE MA 01062 Completion Date FLORENCE Home Phone 4135862775 2017-05-03 MA 01062 Cell Phone 4132181970 E-Mail emil33@aol.com $O 129 20yrs G Up-Front Cost Energy Price($/kWh) Initial Term Our Promises + We will design,install,maintain,repair, + We will not place a lien on Your Property. monitor,and insure the System at no additional cost to You. + You are free to cancel this Agreement any time prior to Our commencement of + We warranty all of Our work,and that Our installation work at Your Property. roof penetrations will be watertight,for the initial 20 year term. + The Energy Price includes a$5 monthly discount for paying by automatic debit + Your Energy Price will not increase by more from Your bank account. than 2.9%per year. + You will not be responsible for any + After five years,if You need to make property tax assessed on the System. Property repairs,We will remove and reinstall the System if You pay Our + We will fix or pay for any damage We may estimated costs. cause to Your Property or belongings. Your Commitment • Pay for the Energy produced by the System. • Maintain a broadband internet connection. • Keep Your roof in good condition throughout • Continue service with Your Utility for any the Term. energy used above and beyond the System's production. • Respond to Our sales and support teams when scheduling and completing paperwork. At the End of Your Initial Term • You can renew the Agreement • You can request that We remove the System for a subsequent term; at no additional cost. • You can purchase the System;or If You Move • We guarantee You can transfer the • You can relocate the System to Your Agreement to the new owner,regardless of new home;or credit rating; • After the sixth anniversary,You can purchase • You can prepay the Agreement; the System. Vivint Solar Developer,LLC(EIN: 80-0756438)is a licensed contractor in each state in which we operate,for information about our contractor licenses please visit www.vivintsolar.com/licenses. WE MAY HAVE PRESCREENED YOUR CREDIT PRESCREENING OF CREDIT DOES NOT IMPACTYOUR CREDIT SCORE. YOU CAN CHOOSE TO STOP RECEIVING"PRESCREENED"OFFERS OF CREDIT FROM US AND OTHER COMPANIES BY CALLING TOLL-FREE 888.567.8688.SEE PRESCREEN&OPT-OUT NOTICE BELOW FOR MORE INFORMATION ABOUT PRESCREENED OFFERS. The Notice of Cancellation may be sent to this address: support@vivintsolar.com I vivintsolar.com 1800 W Ashton Blvd., Lehi, UT 84043 - 877.404.41291 - 801.765.5758 SIGNATURE PAGE AND NOTICE TO CUSTOMERS A. INCORPORATED DOCUMENTS. These documents G. You have the right to require Us to have a are incorporated into this Agreement and apply to the performance and payment bond. relationship between You and Us: (1) Residential Solar H. CUSTOMER'S RIGHT TO CANCEL. YOU MAY Power Purchase Agreement, (2) Exhibit A: Notice of CANCEL THIS CONTRACT AT ANY TIME BEFORE THE Cancellation, (3) Exhibit B: State Notices and LATER OF: (I) MIDNIGHT OF THE THIRD (3RD) Disclosures, (4) Exhibit C: Certificates of Insurance, BUSINESS DAY AFTER THE TRANSACTION DATE, OR and (5) Customer Packet. (II) THE START OF INSTALLATION OF THE SYSTEM OR B. WE HAVE NOT GUARANTEED, PROMISED OR ANY OTHER WORK WE PERFORM ON YOUR OTHERWISE REPRESENTED ANY REDUCTION IN PROPERTY. IF YOU WISH TO CANCEL THIS CONTRACT, ELECTRICITY COSTS IN RELATION TO THE SYSTEM YOU MUST EITHER: (1) SEND A SIGNED AND DATED THAT WILL BE INSTALLED ON YOUR PROPERTY. WRITTEN NOTICE OF CANCELLATION BY MAIL,E-MAIL, C. IT IS NOT LEGAL FOR USTO ENTER YOUR PREMISES OR FAX; OR (2) PERSONALLY DELIVER A SIGNED AND UNLAWFULLY OR COMMIT ANY BREACH OF THE DATED WRITTEN NOTICE OF CANCELLATION TO: PEACE TO REMOVE GOODS INSTALLED UNDER THIS VIVINT SOLAR DEVELOPER, LLC, 1800 W ASHTON AGREEMENT. BLVD, LEHI, UT 84043, ATTN: PROCESSING D. DO NOT SIGN THIS AGREEMENT BEFORE YOU DEPARTMENT. IF YOU CANCEL THIS CONTRACT HAVE READ ALL OF ITS PAGES. You acknowledge that WITHIN SUCH PERIOD, YOU ARE ENTITLED TO A FULL You have read and received a legible copy of this REFUND OF YOUR MONEY. REFUNDS MUST BE MADE Agreement,that We have signed the Agreement, and WITHIN 10 DAYS OF OUR RECEIPT OF THE that You have read and received a legible copy of every CANCELLATION NOTICE. SEE THE ATTACHED NOTICE document that We have signed during the OF CANCELLATION FOR AN EXPLANATION OF THIS negotiation. RIGHT. DO NOT SIGN BELOW UNLESS WE HAVE GIVEN E. YOU RISK THE LOSS OF ANY PAYMENTS MADE TO YOU THE"NOTICE OF CANCELLATION". A SALES REPRESENTATIVE. I. Unless You are provided with a longer period in F. DO NOT SIGN THIS AGREEMENT IF THIS Exhibit A,You may not terminate this Agreement after AGREEMENT CONTAINS ANY BLANK SPACES. You are three(3) business days of the Transaction Date. If You entitled to a completely filled in copy of this seek to cancel thereafter, then You will forfeit any Agreement, signed by both You and Us, before any amounts previously paid and You may owe Us the work may be started. Default Payment. VIVINT SOLAR DEVELOPER, LLC CUSTOMER(S): Signature: • y Signature: Printed Name: Martin Legg Printed Name: FRANK KUSCHKA Salesperson No.: Dote: 2016-11-04 Date: 2016-11-04 Signature: Printed Name: Date: 2016-11-04 PPA(8:2016,v3.2.21/Page 18 CL W N_ Solar V-- d e ?toilet Optimizer SotarE 9 or North America CD Module Md-On F CC P300 J P400 1 P405 1.1,1 O 1 PV power optimization at the module-levet - up to 25%more energy nufacw�- tolerance to Paul snading om . tnr eeffi ency neS o9N5for ie mism�mPaoe otliaan^ a awmr' • Flexibletallatsystem desg ie bolt a Sin@ dine-level mon+Coring with with rno hter safety y us Oastdule levels maintenance ner and firefig w,gsoialedB . Next generator; eneral' shutdown for nsta W Modulelevels ° ISRPtt _ AUSTRALIA IApAN CHINA.• �ERMANV nM iHANIt USA solar - . • G SolarEdge Power Optimizer Module Add-On for North America P300 / P400 / P405 _ • P300 P400 P405 (for 6o-cell modules) Owns wall nmduml Icor min film modules, INPUT Rated Input DC Power"' 300 400 405 W Absolute Maximum Input Voltage 48 80 125 Vdc (Voc at lowest temperature) MPPT Operating Range 8-48 8.80 12.5,105 Vdc Maximum Short Circuit Current(Ist) 10 Adc Maximum DC Input Current 125 Adc Maximum Efficiency 99.5 % Weighted Effidency 98.8 % Overvoltage CategoryII _ OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current • 15 Adc • Maximum Output Voltage 60 _ 85 i Vdc - OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Vokage per Power Optimizer 1 _ I Vdc STANDARD COMPLIANCE EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Safety IEC62109-1(class II safety),UL3741 RaHS Yes INSTALLATION SPECIFICATIONS _--- Maximum Allowed System Voltage 1000 Vdc Pxxx-2 series 141 x 212 x 40.5/555 x 8.34 x 1.59 mm/In Dimensions(W x L a H) 128x352x2J.5/ 128x152x35/ 128x152x 48/ Pxxx-5 Berks 5x5.97x108 5x5.97 x1.37 5x5.97x189 • mm/in Weight(including cables) Pxxx-2 series 950/2,1 gr r /lb pnx-5 series 770/1.7 930/2.05 i 930/2.05 - gr/lb Input Connector MC4 Compatible output Wire Type/Connector Double Insulated;MC4 Compatible Output Wire Length i 095/3.0 I 1.2/3.9 m/ft Operating Temperature Range -40-+85/-40-+185 'C/'F Protection RatingI Pxxx-2 series IP65/NEMA4 Pxxx-5 series IP68/NEMA6P Relative Humidity 0-100 % RI Kited srcp......fo....e.i.Module Iv!upta*VA pmver tdetance alloyed PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 108V THREE PHASE 480V A SOLAREDGE INVERTER"' Minimum String Length 8 10 18 (Power Optimizers) Maximum String Length 25 25 50 (Power Optimizers) Maximum Power per String 5250 6000 12750 W Parallel Strings of Different Lengths Yes or orientations n,um none m ml.Pws..m PsuotmoorPsooro)oo n nn,.mnz CE Ett, solar - • • = cc LLJ SolarEdge Single Phase Inverters CC For North America LU SE3000A-US / SE3800A-US/ SE5000A-US/SE6000A-US/ SE7600A-US/ SE10000A-US/SE11400A-US z 1S2.2`' ; w�* • • • •• • •• I The best choice for SolarEdge enabled systems A. Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance — Superior efficiency(98%) — Snail,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,OC/AC conversion only ▪ Pre-assembled Safety Switch for faster installation — Optional—revenue grade data,ANSI C12 1 USA -GERMANY-ITALY-FRANCE-IAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us solar- • • z. Single Phase Inverters for North America SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ SE7600A-US/SE10000A-US/SE11400A-US SE3000A-US 563800A-US 5E5000A-US SEYUOA-US SE7600A-US ' SE10000A-US SE1I400A-US OUTPUT Nominal AC Power Output 3000 3800 5000 POPO 7600 9980@208V 11400 VA 10900 @lew Max.AC Power Output 33(10 4150 5400 0)20BV 6000 8350 10800@208V 12000 VA 5450@MOV 109500240V AC Output Voltage Mln:Nom:Mvol / _ V 183-208-229 Vac AC Output Voltage Min:Nom:MaxYi / / / / / / J 211-240-264 Vac . Mi AC Frequency Min:Nom:Maul'I 59.3 60-60.5(with HI country setting 5J-60-605) Ha. 24 @ 208V Max.Cuntinuous Output Current 12.5 16 219240V 25 32 42@240V. 47.5 A GTOI 1 A Utility Monitoring,Islandin?Protection.Country Configurable Thresholds Yes Yes INPUT Recommended Max.Of Pow¢del 3750 4750 6250 7500 9500 12400 14250 W @lig) Transformer-less,Ungrounded Yes Max.Input Voltage500 V& Norm OC Input Voltage 325 @ 8008.08 20BV/350 @ 240V Vdc ... 88 Max.Input Current@ 9S 13 16.5@200V 1.8 23 33@208V 34.5 Ada Is5@3a0V305@240V Max.Input Short Circuit Current 45 A@ Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600kn Sensitivity Mavmum Inverter Efficiency 977 i 98.2 i 98.3 983 98 98 98 It CEC Weighted Efficiency 95 98 9]5@208V 975 975 9]@208V 7975 .4 98 @ 240V 975 @ 240V N ightOme Plower Consumption <2.5 <4 W ADDITIONAL FEATURES Supported CommunicationInterfaces RS4115,RS232,Ethernet,2igRee(optional) Revenue Grade Gnde Oata,ANSI CII.I i Optional" Rapid Shutdown-NEC 2014690.12 Functionality enabled when Soiarfdge rapid shutdown kit is installed@ 8888 STANDARD COMPLIANCE Safety... i i 1.111741,UL1699H,U1998,CSA 12.2 Grid Connection Standards IEEE1547 Emissions FCC partlg doss B INSTALLATION SPECIFICATIONS —__ AC output conduit fife/PWG range 3/4"minimum/16£AWG 3/3."minimum/B-3 AWG DC input conduit sire/Y Ofstrings/ 3/4"minimum/1-2 strings/16-6 AWG 3/4"minimum/1-2 strings/14-6 AWG AWG range _ D imensions with Safety Switch 30.5x125 x7/ 30.5x12.5317.5/ 3p5x125x10.5/]75x315 x260 In/ (Hxwx0) 775 x315a172 8888.. 775 x335 x191 mm Weight with Safety Switch 51.2/23.2 54.2/243 884/40.1 lb/kg Cooling Convection Faris(user replaceable) 8888.. 8888. 8888 Noise <zs _ _ <sa. dRA Mm.-Max.Operanng Temperature -13 to t140/-25 to vW(-40 to.60 version available') i .Range Protection Rating i i NEMA 3R g poor •1 billited ID 185%f 0•I IOC Al.'s whereTsps caw i.�usu mr w,.00n,where a ir brim n'H25t br detailothrthuiparmn,peter to no/www ole re4ee uslfilei/odlximne,a 88.303n guide Ml n3Y wrmeunor O mm w t""13313433 u/xxnt 43"m ."U.P/N SElX. wn• aPm:S& Au5CaaNNU4 6 ; Ro HS 2/202015 Power Opimizer I SolarEdge Monitoring Portal Login I Alliance Program Engish(Noah America) Search Fdbw Us CORPORATE .SOLUTIONS PRODUCTS TO ORDER SERVICE MEDIA to Crci_ H i MAvfr !!! rit tic C . A A • a L_ z Cr Power Optimizer I nverter Monitoring Power Optimizer "e`omerend Stara S 1elSolarEdge Power Optimizers The SolarEdge power optimizer is a DCIDC converter which is connected by installers to earth PV module or embedded by module manufacturers. replacing the traditional solar junction box.The SolarEdge power optimizers increase energy output from PV systems by constantly tracking the award maximum power point (MPPT) of each module individually. Furthermore the power optimizers monitor the performance of each module and communicate performance data to the SolarEdge monitoring portal for enhanced.cost-effective module-level maintenance.Each power optimizer is 1012 equipped with the unique Selene Tr feature which automatically sbus down modu les'DC voltage whenever the inverter or grid power is shutdown. �. The MPPT per module allows for flexible installation design with multiple orieniatons,ups and module types in the same sting. When working with SolarEdge Invaders.SolarEdge power optimizers automatically maintain a fixed string voltage,allowing installers even greater flexibility with longer strings and stings of different lengths in order b design optimal PV systems. The SolarEdge power optimizers are compatible with c-Si and thin-film nodules and have a 25 year warranty. The following power optimizer models are amiable: P3aries Modula Add-On Power thanker( Connected by installers to the PV module and compatible with a wide range of modules Power Optimizer P Model IModule Power Module Voc P300 15300W <48V P400 I s400W <80V I P405 r 5405 <125V Download datasheet P-Serhs Commercial Power Opitnha[ Commercial soluton connect rig Iwd modules per power optimizer Power Optimizer ModelModule Power 1 Module Vac P600 -._. .. . i<fi00W . <BBV... . _I P700 1e700IA1<I25V •Rated combined STC power of 2 modules connected in series.Module of up to+5%power tolerance allowed. Dewnload datasheet http/Mhivwsdaredgetzigroups/usipowerbox-pwalloptimizer 1/2 2/202015 Power Optimizer I SolarEdge Feature highKghls of SolarEdge Power optimizers: • Per-module Maximum Power Point Tracking(MPPT) • Superior efficiency(995%peak efficiency.9E58%weighted efficiency) • Mitigates all types of modules mismatch-loss,from manufacturing tolerance to partial shading • Designed for extreme environmental conditions • 25 year reliability and warranty • Advanced,real-time cerbrmance measurement • Automatic module DC voltage shut-down for installerano firefighter safety • Embedded by module manufactirers.or connected by installers to c-Si and Nin-film modules Sdarttles Technologies Inc.O An Rights Reserved Careers I Contact I Subscribe I RSS Feeds I Terms&Conditions hflpJwww.salaredge.uslgrayshdpowe-bmc-power-dpbmizer 2/2 eraieinC ataKtasal MMUS July 21,2014 Mounting Systems,Inc. 820 Riverside Pkwy Sacramento,California 95606 TEL:(855)731-9996 FAX:(916)287-2269 Attn.:Mounting Systems,Inc.-Engineering Department Re: Engineering Certification for the Mounting Systems, Inc. 13/52 Rail Alpha+System PZSE,Inc.-Structural Engineers has reviewed Mounting Systems, Inc.'s 13/52 rail span charts,rail allowable uplift wind force and performed rail component capacity check including L foot bracket,end clamp and mid- clamp.All information,data and analysis contained within the Mounting Systems,Inc.rail span charts are based on,and comply with Mounting Systems,Inc.'s Alpha Engineering and Technical Data and the following codes: I. Minimum Design Loads for Buildings and other Structures,ASCE/SEI 7-05 2. 2009 International Building Code,by International Code Council, Inc. 3. 2005 Aluminum Design Manual,by The Aluminum Association 4. AC428,Acceptance Criteria for Modular Flaming Systems Used to Support Photovoltaic(PV)Panels, November 1,2012 by ICC-ES This letter certifies that the loading criteria and design basis for the Mounting Systems,Inc. 13/52 rail span charts,rail allowable uplift wind force table and rail components capacity check are in compliance with the above document and codes. If you have any questions on the above,do not hesitate to call. ±iddnt AL A fIb 5o1 0 o f E PPE P 4/]0/2o]1. 8150 Sierra College Boulevord,Suite 150 • Roseville,CA 95661 • 916 961.3960 P • 916.961.3965 • www.pse.rom 13/52 Rall Zone 1 Span Chart ExposureWind Ground Snow Load Speed 0 psf 10 psi 20 p51 30 cast 40 psf 50 psf 60 psf 70psf 80 psf 90psf 85 10.0 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 ino Ino 35 7.0 6.0 55 5.0 4.5 4.0 4.0 3.5 110 95 8.5 7.0 6.0 5,5 5.0 4.5 4.0 43 35 Category 120 9.0 3.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 B 130 8.0 8.0 7.0 60 5.5 50 4.5 4.0 _ 4.0 35 140 7.5 75 65 6.0 5.5 5.0 4.5 4.0 4.0 3.5 150 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 160 7.0 7.0 65 6.0 5.5 5,0 4.5 4.0 40 3,5 Exposure 0•sf 10•sf 20ps1 30 I) 10• SO•sf 60•sf 70•sf 80•sf 90•A Exposure Wind SceW 0•sf 1Op 20psf 30051 40•.f 50cast 60 •sf 70.# ®•sf N•sf 85 90 8.5 7,0 60 N® 5.0 45 4.0 . 4.0 3.5 IW 8.5 8.0 to 6.0 5.5 5:0 43 4.0 . 40 33 110 Flinn 1/kfi ll(i NWIDINM R I hF2.rI JI Category 1W . Jo .7o., 111/3111 an IIIIMIN ...AO in IIMET3IFI 8511'.. M_.p D 130 65 1111133111 co - ."60 "IIINTINIIIIErtallE110111a71111111ESII 140 6.0 to EMI... 55"'"gipWail ifs i.ova MIME 150.. N 51 1' i "_ i .Err=W21.E144.3 - 160 ® 55 Q®. 5.0 - u • The table above ONLY includes 13-52 railcapacity check.It does not include roof capacity check b. Wind importance factor per ASCl7-05 c. Topographic factor,kat s 1.0 0. Maximum mean roof height i530ft. e. Average parapet he6ht is 0 ft f. goof pitch is between 7 degree and 27 degree g. Maximum solar panel weight Is 60 lbs h. Height of solar panel is between 2"and 10"to roof i. Deflection criteria of L/60 per AC428 Section 4.3 I. The wind speeds above are ASD values k. Mounting systems,Inc.strongly recommends a maximum span of 8 feet,but in any case,not to exceed the maximum span indicated on the chart I. The span length applies to a seismic design category E or less in, Maximum cantilever Is L/3 13/52 Rall Zone 2 Span Chart EVPosore Wind Ground Snow Load Speed 0psf 10 int 20psf 30101 40psf 500f 60 psf 70 psf 80 psf 90psf 45 9.s to 7.0 tO 53 5.0 43 4.0 40 3.5 100 7.5 )3 7.0 6.0 53 50 45 40 4.0 3.5 110 7.0 7.0 6.5 6.0 53 50 45 40 40 3.5 Category 120 65 6.5 63 55 50 5.0 4.5 40 4.0 3.5 e 130 6.0 6.0 6.0 53 5.0 43 45 tO 40 15 140 5.5 5.5 53 5.5 5.0 43 4.5 40 40 3.5 150 5.0 5.0 5.0 5.0 5.0 43 4.5 40 4.0 3.5 160 5.0 50 5.0 5.0 5.0 43 45 4.0 4.0 33 Eappwr< Ind sPeed OP sf 10.. 20 psf 30 psf 40paf 50 psf 60..f 20 psf 811 .. 90 psf Exposure Wind Ground Snow toad Spred 0psf 10psf 20psf 30psf AO psf 50psf 60 psf 70 psf HO psf 90 psf g5,; 6S BSS' -60 xtsC[_ L '_/A._. 3.5 3601, Ti.;60 664®i_ _.0 y e•k5_ `(,S 4Q - 3.5 .`SSD" ... r 3iti --n 9 79P' ,Y!¢", ,' '"9i6 '40 > 3,5 cm 39 ' .Sn» ..1.1D-.:-Air; '=301' - (0"' yi3. . 'XV::: ' 33 D...,.. to ...•SD""!i .;4x4 :"._...:? .,.a4 ."40 - 33 '1150 : :1:28.172' §_ISL^ in_..C'40 711f.".'-Zt'0 $n.�.. ..3ur 4.0 15 a. The table above ONLY includes 13-52 rail capacity check It does not include roof capacity check b. Wind importance factor per ASE1:705 C. Topographic factor,kat is to d, Maximum mean roof he%ht is 30 N. • Average parapet height is ft f Roof pitch is between 7 degree and 27 degree t Maximum solar panel weight Is 60lbs h. Height f solar panel is between 2"and 10"to roof Deflection criteria of LAO per AC428 Section 4.3 ). The wind speeds above are ASU values k. Mounting Systems,Inc.strongly recommends a maximum span of 8 feet but N any case,not to exceed the maximum span indicated pp the chart I. The span length applies to a seismic design category E or less m. Maximum cantilever is Lf3 13/52 Rail Zone 3 Span Chart Exposure Wird Ground Snow bad Speed Opsf 10psf 20psf 30psf 40psf sops' 60 PSI Tlpsf 50psf 90 P71 85 65 6.5 , 6.5 6.0 53 5.0 43 4.0 4.0 3.5 300 6a 60 6.0 53 5.0 43 43 4.0 4.0 3.5 110 5.5 SS 53 5.5 5.0 43 4.5 4.0 40 3.5 Category 120 5.0 SA 5.0 5.0 5.0 4.5 43 4.0 40 33 8 130 5.0 50 SM 50 5.0 4.5 4.5 4.0 4.0 15 140 43 43 4.5 43 45 4.5 45 4A 4.0 3.5 150 40 40 4.0 60 40 4.0 a0 4.0 40 3.5 160 4.0 4A 4.0 4.0 4.0 4.0 a0 4.0 4,0 3.5 EwosureII Op 60. Fapnsum t'-'•,j, O.sf IO.sf 20.. 30. f bpsf Sp.sf 60.. n rag 10 ORMLNI WIMPWatiT,C74, 's is>9 P'ia' `+»c': 3s owtin:fe=.-daf'� 19f i16'+ARPF"e" Efn�`' pt€ .Xp,r1r. ;Pv , ,,.Rum d1111CO 40 BOW IRMilliliEra in Wr* f int;7 4!WC:**® ..1W.: 3.0 3A la 3A tea:; 3A' }:::'mil 3.0 a. The table above ONLY Includes 13-52 rail capacity check.It does not include roof Opacity check b. Wind importance factor per ASCE7-05 c. Topographic factor,kzt is 1.0 d. Madmum mean roof height is 30ft. o. Average parapet height Is Oft f. Roof pitch Is between 7 degree and 27 degree g. Maximum solar panel weight it 60 lbs h. Height of solar panel is between 2'and 10"to roof Deflettl0n criteria of L160 per AC428 Section 63 j. The wind speeds above are A50 values k Mounting Systems,Inc.strongly recommends a maximum span of 8feet,but in any case,not to exceed the maximum span indicated on the chart I. The span length applies to a seismic design category E nr Mss m. Maximum cantilever Is L/3 13/52 ROMEO A able 1.40011 W6tl Forte WM Rail Soon 1111 70 60 90 100 110 100 150 IN 2W 240 310 300 YO 650 900 13/52 by 55 13/52 6B9 4.0 152 40 4-5 13/52 Rad n lyss Pa 13@ y 6.0 u/51 Ran 65 unzxa 13/52..p 2.s 19/52 Rai 60 13/52 Pal 3/51411 90 13152 R1 9.5 )f6Lb11 NO 13/SZ N9 U/521141 IRSO WbnO6e Uplift 5gan110 Force 015 3.0 1764 1410 O 1243 45 1101 0 960 55 938 60 756 6-5 698 0 651 25 yA 80 533 5.5 510 9.0 W 444 180 402