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42-154 (2) 9 TIFFANY LN BP-2016-1528 GIS #: COMMONWEALTH OF MASSACHUSETTS Mk: 42 - 154 CITY OF NORTHAMPTON Lot: -00I Permit: Building Category: SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit# BP-2016-1528 Project JS-2016-002600 Est.Cost:$12243.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Grouo: JOHN JALBERT 129188 Lot Size(sq-ft.): 112384.80 Owner: VAID PETER K&CHERYL A Zoning: Applicant: JOHN JALBERT AT: 9 TIFFANY LN Applicant Address: Phone: Insurance: 591 ELM ST (413) 734-4976 WEST SPRINGFIELDMA01089 ISSUED ON:6/24/2016 0:00:00 TO PERFORM THE FOLLOWING WORK:Roof mounted solar PV 21 -265 kW panels = 5.565 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: FeeType: Date Paid: Amount: Building 6/24/2016 0:00:00 575.00 212 Main Street. Phone(413)587-1240, Fax:(413)587-1272 Louis Hasbrouck-Building Commissioner ^-.. .,,__ Department use only ) iof Northampton Status of Pemt:41 wilding Department Curb CUDD y PennhcRQ 212 Main Street Sewer/Septic Availablity Room 100 WaterANell Availabifhy Northampton, MA 01060 Two Sem ofStictural Plans phone 413-567-1240 Fax 413-567-1272 Plot/Site Plans PPLICATION TO CONSTRUCT,ALTER, REPAIR RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 4.1 P s This notion to be completed by office � I co Map Lot Unit _ F/orer/cel �O I o6(7 Zone Overlay(ffhhlet Elm SL District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 ner of Re old: J L errj Vail 9°14)-16n $ 12 Name(Print) 4,17 1 i�pdd ,,/ Telepinlne�i 7 Signature 22 Authorized Agent Savina Cervone �,�,/}�� 150 Padgette St, Chicopee, MA 01022 Nam riot) (>-_ " - ` Current Meiling Address'. 413-331-0769 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only ompleted by permit applicant _ 1. Building (a)Building Permit Fee gig/ g 2. Electrical '7 / 7Q (b)Estimated Total Cost of Construction from(6) 3. Plumbing Building Permit Fee 75...4. Mechanical(HVAC) 5. Fire Protection 6. !� 7 . Total=(1 *2+3+4+5) Ii/C9,19413Check Number 13 This Section For Official Use Only Date Building Permit Number Issued. y Signature: .0:16"-V- / , /J, L Building Commissioner/Inspector of Buildings Date 1 Section 4. ZONING AR Information Must Be Completed.Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L. R: Rear Building Height • Bldg.Square Footage Open Space Footage (Lot area minus bldg&paved oark:ng) #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 O DON'T KNOW O YES O IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O ,Pate 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(Gearing.grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 aae? YES O NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 6-DESCRIPTION OF PROPOSED WORK(check all aoolicable) New House ❑ Addition ❑ Replacement Windows Alteratlon[s) Roofing ❑ Or Doors O Accessory Bldg. ❑ Demolition ❑ New Signs [O) Decks ID Siding [CI Otherr[CI Brief Description of Proposed �/ 3 5S5k rN . .�f��/q/rf�. Ins Ilation of ro9f mountedyolhotov/o�ltai sola vstemsst #tgoff odules eine-1^-4- ,�[ /may� 2 A inti fisting b i 7 7)er Ves l ' - Nn SEt/ i gni eiw b hec1 —rhaf*. XL Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet ea.If New house and or addition to exlstino 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? I. 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 n.of wetlands? Yes _-No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade A Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private welt City water Supply SECTION Ta-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 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, Vivint 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 Print Sign Owner/Agent Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: John A Jalbert CS070940 License Number 150/' • ettte St U :t B Ch'co.ee M' 01022 03/25/2017 Addre1//// 413-331-0769 W�j • Expiration Date Sig �re Telephone 9.Registered Home Improvement Contractor: Not Applicable ❑ Vivint Solar Developer/Iohn A Jalbert 170848 Company Name Registration Number 3301 N Thankseivjne W.y#500 Lehi UT 84043 1/5/2018 Address Expiration Date Telephone 413-331-0769 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(8)) 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. ❑ No ❑ 11. - Home Owner Exemption The cun-ent exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(I) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780. Sixth Edition Section 1083.5.1 Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more then 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 _ Department of Industrial Accidents 1,cJ Ogee of Investigations 600 Washington Street Boston, MA 02111 www.massgav/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Vivi et-f- cols.9-i 1raG - Address: -3 301 0 - r hen 14-5 1; v%i' La).t.Jy Sa..11t Sod City/State/Zip: I.. e,1-l: Mr 00101( 3 Phone #: tO I - 72 1 - d Y 'CT Are you an employer?Check the appropriate box: Type of project(required): ls- I. tam a employer with 4. 0 I am a general contractor and I 6. 0 New construction employees(full and/or part-time)." have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet,1 7. 0 Remodeling ship and have no employees These sub-contractors have S. ❑Demolition working for me in any capacity. workers' comp.insurance. 9. ❑ Building addition [No workers' camp. insurance 5. ❑ We are a corporation and its have exercised their 10.0 Electrical repairs or additions required.] officers 3.❑ 1 am a homeowner doing all work right of exemption per MOL 11.0 Plumbing repairs or additions myself[No workers' comp. c. 152, §I(4),and we have no 12.0 Roof repairs insurance required.]t employees.[No workers' 1.3.0 Other comp. insurance required.] 'Any applicant that checks box MI must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContraclors that check this box must attached en additional sheet showing the name of the sub-contractors and their workeri comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. �1 Insurance Company Name: 2 N n CA" Arne r,cart IVa,s urn k C L G'9/+n rJ. Policy#or Self-ins. Liffe.4:1 kV C S o/c''/4 0 / 10 1 Expiration Date: r (/ i/ 2 4)/ Job Site Address:' j f f f Qtr( s/ City/State/Zip: PAreac Pa Attach a copy of the workers'conation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DR for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Signature: "-------- ---m—' Date: II- Z. - I S- Phone#: vo I - 111 - 6 if S ? Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: SMassachusetts-Department of Public Safety Board of Building Regulations and Standards Construction Supervisor Lkanr: (S. 9 4O ` r. s AAlbert e, - ^� Ab ¢ 591 ELM snuteT WPM WRING 7L d,4 'rya J . Expiration Commissioner 0/2512017 ISE!1010-6349049 tucsanniesjyo i Extension . This card tendon that: JOHN JALB T has compteted a 10-Hour OSHA Nerd Recognition Training for the Construction Industry. re- 01/25/2014 orteciar Scott MacKay Tramer Taylor Abr Grad Dade. ACORn CERTIFICATE OF LIABILITY INSURANCE TE0MM/5wT YYI 91rTHIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCERONTACT MARSH USA INC. PHNAME. 1225 17TH STREET.SUITE 1300 INC Ns,EMI: _.. _ ___ FAX Not: DENVER,CO 802025534 EE-MNE Attn.Denver.CeriRequest@marsh mm l Fax:212-94043E1 ADDRESS; INSURER(S)AFFORDING COVERAGE I NAIC0 INSYRER A:EVdns10n n5n2nCe CAIODany 135378 INSUREDINSURER B:Zuncti AnienCan Insurance Company Want 16$3$ ant Solar Inc.Iev: Vrvmt Solar Developer LLC iNsuRERC:American Zunch InsuranceCompany 40142 Vivint Solar Provider LLCSmVstlale Insurance Com an 41297 3301 North Thanksgiving Way,Suite 500 INSURER. 0: D y ___ Lehi,UT 84043 INSURER E: _ _ __— INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002920387-07 REVISION NUMBER:I THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. /NSR - AObLiSUBR1, POUCYEFF PoLKYEXP - LTR OF INSURANCE INV).VNO: POUCY NUMBER IMWOOYYTYI IMMTDYYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY I 115PKGWE00274 0110112015 0112912016 EACH OCCURRENCE _ 1,000,006 - - DAMAGE TO RENTED - CLAIMS-MADE X OCCUR PREMISES(Ea occurrence) _ _. . 50,000 X SIR$100,000 MED EXP(Any one person) 5,000 • PERSONAL&ADV INJURY 1,040,0133 GEN'L AGGREGATE LIMIT APPLIES PER I GENERAL AGGREGATE 5063000 POLICY X JECi ,LOC -PRODUCTS.COMP/OP AGO 2,063,X0 OTHERS iog8 AUTOMOBILELABIUTY BAP50 0I50l 11/0112015 111/012016 COMBINED SINGLE LIMIT 1,000000 1(Ea accident) X µV AUTO 1 I BODILY INJURY(Per person) 1 __ 'ALL OWNED SCHEDULED , : BODILY INJURY(Per accident). _ AUTOS AUTOS X HIRED AUTOS X ROTO WNED I .LPROPERTY PAMAGE Comp/Coll Ded 1,000 D UMBRELLA LAS . X OCCUR : 1'VES0002110 11/01/2015 01129/2016 EACH OCCURRENCE 5,600,000 X EXCESS LAB CLAIMS-MADE AGGREGATE 5,000,633 DEO RETENTIONS • _.... —_ C I WORKERS COMPENSATION WC509501301 .11101/2015 111012016 X PEnrlrrE 0TH- .AND EMPLOYERS'UABIUTY ...--. ANY PROPRIETOR/PARTNER/EXECUTIVE YHN NIA AZ,CA,CT,H,MD,NJ,NV.NV,NM, _EL EACH ACCIDENT _S 1.030,X0 OFRdaR/MEMNHR)E%CWOEO? OR,PA.UT 1 E L DISEASE-EA EMPLOYEE $ 1.033,X0 OFFFIOtlary in NEI B DESCRIPTION OF OPERATIONS below WC509601401(MA) 11/01/2015 1,111012016 'EL DISEASE-POLICY LIMIT $ 1.003'030 A Errors&Omissions& (15PKGWE00274 11/0112015 101292016 LIMIT 1,0010,1100 Contractors Pollution1.SIR 100,000 • DESCRIPTION OF OPERATIONS I LOCATORS/VEHICLES(ACORD 101,AEERbnal Remarks Schedule,may be attached N more space is required) CERTIFICATE HOLDER CANCELLATION I,2 own of Non SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 12 Mahe Slreel orthampton.IOn. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Northampton.MA MA 001X0 ACCORDANCE WITH THE POLICY PROVISIONS. AUTIORIZED REPRESENTATIVE of Marsh USA Inc. Kathleen M.Parsloe ./sAF,(e tea.Jh. fQAali, ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD ViVint• 1850 W Ashton Blvd. Structural Group Lehi, UT 84043 P: (801) 234-7050 Scott E. Wyssling, PE Senior Manager of Engineering scott.wyssling@vivintsolat.cOm June 09, 2016 Mr. Dan Rock, Project Manager Vivint Solar 1850 W Ashton Blvd. Lehi, UT 84043 Re: Structural Engineering Services Vaid Residence 9 Tiffany Lane, Florence, MA S-4950881 5.565 kW Dear Mr. Rock: Pursuant to your request,we have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site VisitNerification 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 roof 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 Sections (1 and 2): Roof section is composed of 2x8 dimensional lumber at 16" on center with 2x4 collar ties every 48" 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 20 and 21 degree roof slopes on the dwelling areas. Roof 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. Vivi t1. Page 2 of 2 B. Loading Criteria 10 PSF = Dead Load(roofing/framing) 40 PSF= Roof Snow Load 3 PSF = Dead Load (solar panels/mounting hardware) Total Dead Load= 13 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 "Mounting System Inc. Installation Manual", which can be found on the Mounting System Inc. website (usa.mounting- systems.info/en/solar-mounting-systems-company). 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 %"thick and mounted 4 %" 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 1/:", is less than the maximum allowable per connection and therefore is adequate. 4. Roof Sections (1 and 2): 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. V truly yours,rs /' �y�d OF 4 ur / , �`�� • .' VIL Scott E. Wyssling. P 'I No st507 MA License No. 5 79oF�FgisTEO' ,r f-4oNA EN6 vivint. P�ue { �s U/ qe,f/ D ay/U City of Northampton /Jt ��JJ /t/ Building Department N PV SYSTEM SIZE: /794;401,z/v. Plan Review 4 5.566 kw DC / ��� //���� 212 Main Street Northampton, MA 01060 E JUNCTION BOX ATTACHED TO ARRAY USING MSI T-BOLT TO KEEP JUNCTION BOX OFF ROOF 75'OF 1"PVC CONDUIT FROM JUNCTION BOX /��//�/ TO ELEC PANEL //' ,--- . r11 //AAAA \i,, 0,. A t \` ups Se :111:' II) - ' i NAME (21)Jinko Solar JKM265P-60 MODULES WITH PV INTERCONNECTION POINT.INVERTER, (21)SolarEdqe P300 Optimizer 8 LOCKABLE DISCONNECT SWITCH,& C S ON THE BACK OF EACH MODULE. UTILITY METER LOCATION;TIE INTO 'C'a � METERp 82243556SHEET �- 5 9Tiffany Lane, Florence MA 01062 PV SYSTEM SITE PLAN NurEe a CHIMNEY COMP.SHINGLE M --TIE INTO METER# 5 y iRoof Section 1 / 82243556 L i i n Roof Azimuth: 181 Roof Tilt'.29 / ///� ore / ♦1111 ' CIRCUIT#1--.,\ • 11 MODULES pr r Roof Section 2Kv LIGHT(S) Rolikomuth 271 re, re re Roof It '//y -LUMBING VENT(S)• �� ♦ . 1 9 J--CIRCUIT#2. 10 MODULES NAME fr H SW ET NNM9ER 4 PV SYSTEM ROOF PLAN (V scare:V4 =10- d • �� i' MOUNTING i 1,Y7}i �-4'.�•�, DETAIL Ct Fool ONNECTION 'I" J��_ !'."�. O 5 g . InftAMPDETAIL s 1 e = FLASHINGWITH WATERPROOF EAL ANT Si COMP SLISOE / �:J�J mucxET '} I PV MODULES,TVP.MOUNT OF / SION TILE,PARALLEL TO ROOF PLANE i C Weil+_ s Weil / Iii / iI PV ARRAY TYP. ELEVATION E.00_ALP ETA�� j NOT To scALE SI MOUNT DETAIL-MSI WITH METAL FLASHING MSI ALPHA+RAIL DETAIL NOT r0 SCALE NOT TO SCALE C 3 CLAMP• ' ATTACHMENT A III COUPLING GANTELEVER U4 OR CLESS •> PCOMPATIBLE L=PERMITTED CLAMP CLAMP• MODULE SPACING ORE CX ALO ABLE x ATTACHMENT LETTER FOR MAX ALLOWABLE PERMITTED CLAMP SPACING. 4 CLAMP B ' SPACING COUPLING COUPLING - .q al CLAMP PHOTOVOLTAIC MODULE I 11111111111111111111NAME CLAMPTSPgCING ECO I 2-12 IIIII LELANDSCAPE MODULEIBLE I I i I _ I E 0 CLAMP SPACING SHEET MODULES IN PORTRAIT/LANDSCAPE PV SYSTEM MOUNTING DETAIL SHEET Nor TO SCALEHOT TO SCALE Cr.) > D. C) Conduit and Conductor Schedule(ALL COPPER CONDUCTORS) DC Safety Switch Notes: _ solar PV System AC Point of Connexion Tee ( P.erWiue W Oege #or ro Am's Cond tTy Cn ISIu- AL:a am,-c� n .33 t, vw-+ =S t Cage COOT. 10 AWG 2(V 1 4iA Fan Tor N/A .-'e.,Air NECRatesi for max operating comelier,of inverter t- BareConnor&room(EGCIGEC) 6 WWI, 4 I N/A-Free Air N/A:Who Air 69035compliantincw end wu. 2 THWN-2 V) PVC 1, — opens all ungrounded ocntluxor6 ma i r aUv,urTr u +rs Upend 8AVC 1 PVC -...�• — IT AVE)SOLAR. THWN 2 lP TH4/NL _ 8MM'- ( t ) PG- Wk*W W br•akeuwlwbuonadspeMantU CEE g Q egwc s nil 14.2.Ice PVC 7600A US U Inverter Specs: ) s 9 �nmaN I C �. Invertercantmnew naxnnnm output. PO11 CEC Efficiency 240V98% 71 s p Example:SE]BWOA-USU Max output=16A R(10 statin Voltage 5 ¢0A, therefore a 20A solar breaker will be nestled for Continuous Max Output 32A each SE3800AU5 U invnne-. wire cauga should also DC Maximum Input Current 23A be determined with 16A Max for each invertor, ALL CONDUCTORS Solar Edge Optimizer Specs: SHALL BE COPPER P300 DC Input Power 300W 8-48V RACEWAYS INSIDE DWELWIGSHALL BE METALLIC DC Max inputt CurrVoltent 125A Design Conditions: - DC Max Input Current 125A DC Max Output Current 15A ASHRAE 2013 Max Suing Rating 5250W Highest Monthly 2%DB Design Tamp 325°c. Module Specs: II PV MODULES PER INVERTER=5565 WAITS STC LOWes1 Min.Mean E%IRme DB -2Z8'C--"" ' 1 STRING OF 11 PV MOUES VOC Temp coefficient -U.32 VI°C Jingo Solar JKMrent(k0 15TRiNG OF to PV MODULES Shen Circuit Current(Ise) 9.03A • System Specs: — Open Circuit voltage(van) 36.6V -- - Operating Current(Imp) 644A mow g Max DC Voltage SOW Operating Voltage{Yore} 31.4V yr e O 0� • Nominal DC Operating Voltage 350V Max Series Fuse Rating 15A •`m m • \\\ Max.DC Current per String 15A STC Rating(Pmax) 265W j ? I_ L.. Nominal Current 32A PoTolerance --- -01+3% § --, ° "_. O r+e2 1) • So6A 36E s g - - xvenT. fo 4 F . M . cacoGt'. ' mr, • M°>ria I .: i I , — ((''��}} _-- �r.,, j p4—�. EXISTING240V/2unnme� ■1 00A AC -- >! �, — WAD-CENTER ys vme:r. ""' WITH i-2 POLE 40A w sa La; BREAKER GJUNCTION POUXO Ie m ,88 MTH � DNco.Ncn " - SOLAR BRE 2 3 ¢ V LE alMIW NLIMaCP q LAST REVISE04112/2016 'CONFORMS To ANSI 012.1-2008 ILI mounting systems Building data Site data Country USA IBC Terrain height Building specifications Roof type Gable roof Roof specifications Roofing Composition Shingle Rafter width 1.5 in Roof pitch 20' Rafter height 5.5 in w w a n `� i9fta.zz n�4 /lg (Ix Developer: Page 2 of 10 Date 6/5/2016 MS Version 2.0.21.0 mounting ystems Loads Snow load Importance Factor II: 1.00 Ground snow load pe= 40.000 lb/ft2 Shape factor C. 0.769 Snow load-flat p,= 28.000 Ib/ft' Snow load-sloped p,= 21.540 lb/ft2 Wind load Basic wind speed v= 100.00 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. cc Wind Gust Velocity Pressure q= 26.380 lb/ft2 m Roof areas Distributed Wind Loading per Base Rail Pressure [Ib/ft] Suction [Ib/ft] Field 34.699 -55.110 Edges(gableboard)) 34.699 -95.932 Corner 34.699 -141.857 Edges(eaves) 34.699 -95.932 Dead load Module area AM= 17.60 ft' Modul weight GM= 41.90 lbs Dead load gM= 2.4271b/ft' Developer: Page 3 of 10 Date 6/9/2016 MS Version 2.0.21.0 Nooksere- ver mounting systems Load combinations (ASD) LFK1: Ed= D+F LFK2: Ed=DrH+F+L+T LFK3: Ed=D+H+F+(L,orSorR) LFK4: Ed=D+ H+F+0.75* (L+T)+0.75 " (L,or S or R) LFKS: Ed=D+H+F+(W or0.7" E) LFK6: Ed=D+H+F+0.75 * (W or 0.7 * E)+0.75 *L+0.75 * (4 or S or R) LFK7: Ed=0.6" D+W+H LFKS: Ed=0.6* D+0.7* E+H max action [Ib/ft'] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel m co Field 25.470 8.197 -14.670 0.830 N Edges 25.470 8.197 -27.230 0.830 (gableboard)) Corner 25.470 8.197 -41.36D 0.830 Edges(eaves) 25.470 8.197 -27.230 0.830 max action per unit length of rail [Ib/ft] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 25.230 8.120 -14.530 0.822 Edges 25.230 8.120 -26.970 0.822 (gableboard)) Corner 25.230 8.120 -40.970 0.822 Edges(eaves) 25.230 8.120 -26.970 0.822 Developer: Page 4 of 10 Date 6/9/2016 MS Version 2.0.21.0 mounting sys`em,s Module field layout Module manufacturer link° Module length 65.0 in Module type JKM265P Module width 39.0 in Module power 265.00 Watt Frame height 1.6 in Number of modules 16 Modul weight 41.90 lbs Module orientation Landscape Overall power output 4.2 kWp m m 0 c e t a 1 2 Developer: Page 5 of 10 Date 6/9/2016 MS Version 2.0.21.0 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 Rail Description 6513/52 m Moment of inertia lz 0.17 inA4 0 Moment of inertia ly 0.31 inA4 v Resistance moment Wz 0.23 in^3 ro s Resistance moment Wy 0.29 inA3 n Cross section area 0.23 inA2 yield stress 31.6 ksi modulus of elasticity 10153.0 ksi Load Rail Stress Deflection under load (%A=L/150) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 22.7 % 39.0% 13.4 % 11.3 in 44.7 % Edges(gableboard)) 22.7% 39.0% 0.0 in 47.7 Corner 28.7% 49.9 % 0.0 in 72.5% Edges(eaves) 22.7 % 39.0% 13.4% 11.3 in 47.7% 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 Developer: Page 6 of 10 Date 6/9/2016 MS Version 2.0.21.0 00 fl � � = ° � 3 vo n Ho ST S 4 m n Th' .+ 0 = OQ m g 1 1 1 1 1 I I 1 1 1 IA 1 13 Attachment .. _ _. 1(N. y13splice iice B I 1 1 _ A A=GS 13/5220 ft[11ft 0.21 in] K X _ B=G513/5220 ft[10 ft 9.25 in] B1 1 1 1 1I I 1 IA I 1 1 1 11 1 1 1 1 I T T 1 B 1 ! A 1 1 331ft " 1 I 11 I I 1 1 'f • v m) 8 ro 0 0 N p O NJ N N O o Alpha' 4950881 m m ! 3 Of ° O m C tO 1 Ni W .+ 0 2.95 ft27.9ft 3 2.95 ft 1 ( 1 1 1 I 1 i I 1 1 I �t 31 I I 1 I ill 1 ! I O ffifff 2 I I I I I I 1 1 1 ' 11 1 I I I 1 Vis: 12.45 ft 4 ' 1.2.45 f1 , s_ I I 1 I I I I 1 ! I 1 I „� ''' I I I I I I I I r I I 1 1 1 1 1 shitar,",f 1'4 — - x _ _ I � I I I I I I I II < 3.14 ft I 3.14 ft 2.95 ft 27.93 ft 2.95 ft I I Field P7 Edges(gabieboard)) MI Corner 1 Edges(eaves) 6 ry a srO R 2 N It 0 µ 0 0 Alpha' 4950881 f muomoire- mounting systems cut rails 5x BR 13/52 CS; 20ft zugeschnitten auf lx 11 ft 0.21 in 5x BR 13/52 CS; 20ft zugeschnitten auf 1x 10 ft 9.25 in BOM Item No. Description Weight Quantity add. Items Sum 720-0854 Set 12:Quickmount Comp Shingle PV Mount 12'> 0.000 lbs 4 a 4 702-0164 Module end damp CS FH 40mm 0.112 lbs 16 0 16 700-0080 Module clamp CS FH 28-40mm 0.090 lbs 24 0 24 720-1200 Set:5 spare Clickstones 0.000 lbs 1 0 1 800-1091 BR 13/52 CS;20ft 14.212 lbs 10 0 10 Total 146.081 lbs m m 0 ry n Developer: Page 10 of 10 Date 6/9/2016 MS Version 2.0.21.0 • mounting systems Building data Site data Country USA IBC Terrain height Building specifications Roof type Gable roof Roof specifications Roofing Composition Shingle Rafter width 1.5 in Roof pitch 22° Rafter height 5.5 in m cc Lnm 4l t pZ _p a 19 a 22 in / c g l� j ti Developer: Page 2 of 10 Date 6/9/2016 MS Version 2.0.21.0 mounting ster _: Loads Snow load Importance Factor II: 1.00 Ground snow load pe= 40.000 lb/ft2 Shape factor C. 0.738 Snow load-flat pi= 28.000 Ib/ft' Snow load -sloped p,= 20.680 Ib/ft' Wind load Basic wind speed v= 100.00 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. m CD Wind Gust Velocity Pressure q= 26.380 lb/ft' Roof areas Distributed Wind Loading per Base Rail Pressure[Ib/ft] Suction [Ib/ft] Field 34.699 -55.110 Edges(gableboard)) 34.699 -95.932 Corner 34.699 -141.857 Edges(eaves) 34.699 -95.932 Dead load Module area AM= 17.60 ft' Modul weight GM= 41.90 lbs Dead load gM= 2.427Ib/ft' Developer: Page 3 of 10 Date 6/9/2016 MS Version 2.0.21.0 Neh f mounting Systems Load combinations (ASD) LFKI: Ed=D+F LFK2: Ed=O+H + F+L+T LFK3: Ed=D+H+F+(L,orSorR) LFK4: Ed=D+H+F+0.75* (L+T)+0.75* (L,or S or R) LFK5: Ed=D+H+F+(W or0.7* E) LFK6: Ed= D+H+F+0.75* (W or 0.7* E)+0.75* L+0.75*(4 or Sor R) LFK7: Ed=0.6* D+W+ H LFKS: Ed=0.6* D+0.7* E+H max action [Ib/ft2] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 24.630 8.655 -14.700 0.909 Edges 24.630 8.655 -27.260 0.909 s (gableboard)) Corner 24.630 8.655 -41.390 0.909 Edges(eaves) 24.630 8.655 -27.260 0.909 max action per unit length of rail [Ib/ft] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 24.400 8.574 -14.560 0.901 Edges 24.400 8.574 -27.000 0.901 (gablehoard)) Corner 24.400 8.574 -41.000 0.901 Edges(eaves) 24.400 8.574 -27.000 0.901 Developer: Page 4 of 10 Date 6/9/2016 MS Version 2.0.21.0 mounting 5vsterns Module field layout Module manufacturer linko Module length 65.0 in Module type 1KM265P Module width 39.0 in Module power 265.00 Watt Frame height 1.6 in Number of modules 5 Modul weight 41.901 hs Module orientation Landscape Overall power output 1.3 kWp kl.6iin ICL 0]5•n IES.-n Ie2p13 nt 6.29n ro 0 T hit cc a 9g105C 204_1.in , 4..35 n Developer: Page 5 of 10 Date 6/9/2016 MS Version 2.0.21.0 mounting systems Configuration Fastener capacity Description Set 12:Quickmount Comp Max. pressure load 816 Ibf Max.suction load -816 Ibf Max. lateral load 677 lbf Rail Description 6513/52 Moment of inertia lz 0.17 in^4 0 Moment of inertia ly 0.31 in"4 g a Resistance moment Wz 0.23 in•3 'n Resistance moment Wy 0.29 in•3 a a Cross section area 0.23 in"2 yield stress 31.6 ksi modulus of elasticity 10153.0 ksi Load Rail Stress Deflection under load (°/048r-L/150) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 22.6% 38.7 % 0.0 in 43.2% Edges(gableboard)) 22.6 % 38.7 % 0.0 in 47.8 % Corner 29.1 % 50.5% 0.0 in 72.6 % Edges(eaves) 22.6% 38.7% 0.0 in 47.8% 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 Developer: Page 6 of 10 Date 6/9/2016 MS Version 2.0.21.0 O 0 • ron 44 3 VI 9 X Attachment n rt m B — sae A = GS 13/52 20 ft [6 ft 1.59 in] B = GS 13/52 20 ft [12 ft 1.63 in] )( 8 X X, /6.86ft c5, Q 'p 4 cc • O O „ O O Alpha' 495088i 00 2.95ft 7.68ft 2.95ft ��.o � L o L m 1 ` 1 Yp 1) -. iJ -- aQ m 10.83 ft ° '„ 10.83 ft 41 1 "4` va y q .4 i iF gyp/ 3.18 ft 3.18 ft 2.95 ft 7.68 ft 2.95 ft 0 h4 00 o L -1 Field Fitq Edges (gableboard)) INN Corner P —I Edges (eaves) Alpha' 4950881 mounting systems cut rails lx BR 13/52 CS; 20ftzugeschnitten auf lx 12 ft 1.63 in, 1x 6 ft 1.59 in 2x BR 13/52 CS; 20ft zugeschnitten auf lx 12 ft 1.63 in BOM Item No. Description Weight Quantity add. Items Sum 720-0854 Set 12:Quickmount Comp Shingle PV Mount 123. 0.000 lbs 2 0 2 702-0184 Module end damp CS FH 40mm 0.112 lbs 8 0 8 700-0080 Module damp CS FH 28-40mm 0.090 lbs 6 0 6 720-1200 Set:5 spare Clickstones 0.000 lbs 1 0 1 800-1091 BR 13/52 CS;20tt 14.212 Lbs 3 0 3 Total 44.076 lbs w 00 0 m I, n a Developer: Page 10 of 10 Date 6/9/2016 MS Version 2.0.21.0 vivint. RESIDENTIAL SOLAR POWER PURCHASE AGREEMENT Costomass.ame sec Costae res a. -rase-nor Date 2016-05-07 Names; Cheryl Vaid ser__ o. 4950881 Adrrsss 9 Tiffany Lane Ascrs -ate Star aro 9 Tiffany Lane Florence MA 01062 Co o `arDate 2016-11-03 Florence -ore Drone 4133741249 MA 01062 _er =,-ane 4133741249 nescvaid128@gmail.com $ 0 . 11 9 20yrs Up-Front Cost Energy Price($/kWh) Initial Term Our Promises Your Commitment • eavCO e-avo oeuceo s4at ..me System • Mastar 3 oar saber.: mamet oar-coact • Zee ocoo most osa a ., . _ ntst tity tot aoy `he Ter_. te,gyases spodeand oeyore theSystem a -mcac..o • Res_ond mCt woe,-,c.eeu arc co-o erg more_ At the End of Your Initial Term • tse gre _-- o, _ _ s ageast - -_ a_oaea.er_.e Sva e_.3T^0 addlt'vna coos. If You Move . WE MAY HAVE PRESCREENED YOUR CREDIT. PRESCREENING OF CREDIT DOES NOT IMPACT YOUR 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. 0a —ay a;e^e :31`:-9:33 support@vivintsolar.com vivintsolar.com 3301 Thanksgiving Way, Suite 500 Lehi, UT 84043 877.404.41291, 801.765.5758 NOTICE TO CUSTOMERS A. LIST OF DOCUMENTS TO BE INCORPORATED INTO Agreement, signed by both You and Us, before any THE CONTRACT: work may be started. a. Residential Solar Power Purchase Agreement, G, CUSTOMER'S RIGHT TO CANCEL. YOU MAY CANCEL b. Exhibit A—Notice of Cancellation, THIS CONTRACT AT ANY TIME BEFORE THE LATER OF: c. Exhibit B—State Notices and Disclosures, (I) MIDNIGHT OF THE THIRD (3RD) BUSINESS DAY d. Exhibit C—Certificates of Insurance,and AFTER THE TRANSACTION DATE,OR (H)THE START OF e. Customer Packet. INSTALLATION OF THE SYSTEM OR ANY OTHER These documents are expressly incorporated into this INSTALLATION WORK WE PERFORM ON YOUR Agreement and apply to the relationship between You PROPERTY. IF YOU WISH TO CANCEL THIS CONTRACT, and Us. YOU MUST EITHER: (1)SEND A SIGNED AND DATED B. WE HAVE NOT GUARANTEED, PROMISED OR WRITTEN NOTICE OF CANCELLATION BY REGISTERED OTHERWISE REPRESENTED ANY REDUCTION IN OR CERTIFIED MAIL, RETURN RECEIPT REQUESTED; OR ELECTRICITY COSTS IN RELATION TO THE SYSTEM THAT (2) PERSONALLY DELIVER A SIGNED AND DATED WILL BE INSTALLED ON YOUR PROPERTY. WRH I EN NOTICE OF CANCELLATION TO: VIVINT C. IT IS NOT LEGAL FOR US TO ENTER YOUR PREMISES SOLAR DEVELOPER, LLC, 3301 N THANKSGIVING WAY, UNLAWFULLY OR COMMIT ANY BREACH OF THE SUITE 500, LEHI, UT 84043, ATTN: PROCESSING PEACE TO REMOVE GOODS INSTALLED UNDER THIS DEPARTMENT. IF YOU CANCEL THIS CONTRACT AGREEMENT. WITHIN SUCH PERIOD, YOU ARE ENTITLED TO A FULL D. DO NOT SIGN THIS AGREEMENT BEFORE YOU REFUND OF YOUR MONEY. REFUNDS MUST BE MADE HAVE READ ALL OF ITS PAGES. You acknowledge that WITHIN 30 DAYS OF OUR RECEIPT OF THE You have read and received a legible copy of this CANCELLATION NOTICE. SEE THE ATTACHED NOTICE Agreement, that We have signed the Agreement, and OF CANCELLATION FOR AN EXPLANATION OF THIS that You have read and received a legible copy of every RIGHT. DO NOT SIGN BELOW UNLESS WE HAVE GIVEN document that We have signed during the YOU THE "NOTICE OF CANCELLATION." WE ARE negotiation, PROHIBITED FROM HAVING AN INDEPENDENT E. YOU RISK THE LOSS OF ANY PAYMENTS MADE TO COURIER SERVICE OR OTHER THIRD PARTY PICK UP A SALES REPRESENTATIVE. YOUR PAYMENT AT YOUR RESIDENCE BEFORE THE END F. DO NOT SIGN THIS AGREEMENT IF THIS OF THE CANCELLATION PERIOD. AGREEMENT CONTAINS ANY BLANK SPACES. You are H. You have the right to require Us to have a entitled to a completely filled in copy of this performance and payment bond. Q. BY CHECKING THIS BOX, YOU AGREE TO RECEIVE ELECTRONIC RECORDS AS FURTHER DESCRIBED IN SECTION 7(m) AND AGREE THIS CHECKBOX CONSTITUTES YOUR ELECTRONIC SIGNATURE. • BY CHECKING THIS BOX,YOU AGREE AND OPT-IN TO RECEIVING TEXT MESSAGES AS FURTHER DESCRIBED IN SECTION 7(n),AND AGREE THIS CHECKBOX CONSTITUTES YOUR ELECTRONIC SIGNATURE. ✓ BY CHECKING THIS BOX,YOU AGREE TO ARBITRATION AND WAIVE THE RIGHT TOAJURY TRIAL AS DESCRIBED IN SECTION 6(e),AND AGREE THIS CHECKBOX CONSTITUTES YOUR ELECTRONIC SIGNATURE. VIVINTSOLAR DEVELOPER,LLC CUSTOMER(S): Arm Signature: Signature: Printed Name: Stephen Grout Printed Name' Cheryl Vaid Salesperson No.: 121754 Signature: Printed Name: W solar -• tr Optimizer F-- Power p. SolarEd 1° Pp North America P300 1 p400 / p 12. Module Add-OnForpG 40s LU O / 0 - • IW power optimization at the module-level m manu5acturiog tolerance 20 oafial shading up to 25%more energy epe or rood) atth losses,ne Fr Superior eine` of modwe nism e $i,nation Feghle systearer.al m desg^fo„lebat nax My aspac mo no \eves man toting Itatlon Manner S a module firefighter totin safety y,US • . Fastnsta 1ermn<e w�thm yww,501atedg - Next generation roan fur Anstatler and Module-level,roltage shutdown _ CHINA 150.ntt AUSTRALIA �cRMANv ItALY cflAm Ct - JAPnN u5A e solar - • . w SolarEdge Power Optimizer Module Add-On for North America P300 / P400 / P405 P300 P400 P405 (for Was modules) for 71 B wcell modules) for thin film modules) INPUT Rated Input DC Power4`I 300 400 405 W Absolute Maximum Input Voltage 48 80 125 Vdc (Voc at lowest temperature) MPPT Operating Range 3.48 8 80 12.5 105 Vdc Maximum Short Circuit Current(Isc) 10 Ad& Maximum DC Input Current 12.5 Adc Maximum Efficiency 99.5 % Weighted Efficiency „ 98.8 % Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current IS Mc Maximum Output Voltage 60 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFf) Safety Output Voltage per Power Opnmizer 1 Vdc STANDARD COMPLIANCE EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Safety IEC62109-1(class II safety),UL1741 RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Pxxx-2 series 1.41 x 212 x 40.5/5.55 x 8.34 x 1.59 mm/in Dimensions(W x L x HI 128x152x27.5/ 128x152x35/ 128x152x48/ Pox-5 series mm/in Sr 5.97 x 1.08 5 x 5.97 x 137 5e 5.97 x 1.89 Weight(including cables) Pxxx-2 series 950/2.1 gr/lb Pxxx-5 series 770/17 I I 930/205 I 930/305 gr/Ib Input Connector MC4 Compatible Output Wire Type/Connector Double Irsulated;MC4 Compatible Output Wire Length 0.95/3.0 1 1.2/3.9 m/ft Operating Temperature Range -40-+85/-40-4185 -c/'F l Pxxx-2 series IP65/NEMA4 Protection Ratingi i Pxxx-5 series IP68/NEMA6P Relative Humidity 0-100 % Rated SIC pie V the module Madura of up la 5%rawer olerance allowed PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTER'° Minimum String Length g 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 itt it snot ai,.,.w to nn P405.,w Proo/P4UU/P5OO/0/Do.n me string CE EGO cn solar cc SolarEdge Single Phase Inverters Cr For North America LU SE3000A-US/ SE3800A-US/ SE5000A-US/SE6000A-US/ SE7600A-US/ SE10000A-US/SE11400A-US Z • S • • • !i 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 — Oailt in module-level monitoring — Internet connection through Ethernet or Wireless • Outdoor and indoor installation • Fixed voltage inverter, DC/AC conversion only — Pre-asse'nbled Safety Switch for faster installation — Optional—revenue grade data,ANSI 012.1 USA o RMIANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NE-MERLANDS-ISRAEL www.solaredge.us solar ' • • C Single Phase Inverters for North America SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US I SE7600A-US/SE70000A-US/SE11400A-US 5E3000A-US SE3900A-US 5ES000A-US SE6000A-US SE2600A-US SE10000A-US 5E114004 US OUTPUT Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA 10000 01240V 540.10 208V 12800 @ 208V Max.AC Power Output 3300 4150 6000 8350 12000 VA 5450;tiulry 10950 @xaoy AC Output Voltage Min.Nom.-Max.° J I 183-208-229 Vac AC Output Voltage Min.Ncm-Max " J 1 / J / 21 211.240-264 Vac AG FrequencyMin;Nom.Maxri 59.3-60-60,5(with HI country setting 57 60-60.5 H/ 24 @ 208V 1 ' 48 @ 20BV _. Max Continuous Output Crrent 12.5 :6 IA Tbw. 25 32 4z 2401/ 475 A GED! 1 A Utility Monitoring,ISlanding Protection.Country Configurable Thresholds vez Yea INPUT Recommended Max.DC Powerio 3750 4750 6250 7500 9500 12400 14250 W (550 Transformer-less,Ungrounded yes Max.Input Voltage 500 Vinc Nom,DC Input Vintage 325 69208V/350 p 241N Vdc Max.Input Current°• 95 t3 I6.5@2080 18 23 33@2080 345 Adc 15,5@240)/ 305 az4ov Max.Input Short Circuit Current45 ACc Reverse-Polarity ProtectionYes Ground-Fault Isolation'detection 600kt Sensit'v y Maximum Inverter Efficiency 977 9B2 983 983 98 98 98 It CEC Weighted Efficiency 97.5 yg 97 5@ 208V 97 3 97 5 97 @ 2080 97 5 % 9a p140 97 5 @ 240V Nighttime Power Consumption e2.5 a4 W ADDITIONAL FEATURES Supported Communication Interfaces RS405,R5232,Ethernet.21gBee(optional) Revenue Grade Data,ANSI C121 Optional(" Rapid Shutdown-NEC 2014 690.12 nctiorality enabled when Soiar[dge rapid shutdown kit is installedl'I STANDARD COMPLIANCE Safety UL1741,UL1699R,UL1998.CSA 22.2 Grid Connection Standards 1E6E1547 Emissions FCC part IS class a INSTALLATION SPECIFICATIONS AC output conduit size/AWG range air minimum/16-6 AWG 3/4'minimum/8-3 AWG DC input conduit size/p of strings/ 3/4"minimum/1-2 strings/165 AWG 3/4"minimum/1-2 strings;14-6 AWG AWGrange) . Dimensions with 5aiety Switch 305x12537/ 305x125x7.5/ 3053125x105/775x315 x26 in Weight) 775335x172 775 x315 x181 ,nn. with Safety 24.) 884/4c.1 m/Lg Switch s1.x/2Rz 547/ Cooling Nature Convection Fans(user replaceable) NOISE c25 <50 dgA Min/Max.Operating temperature 13 to+140/-25 to 550(-40 to+60 version available5) 'F/ c Range Protettio0 Rating 7 NEMA 3R is,For odor Fegionalserting1 Seale. e,„1,0We rrpec .r 1155 nr..ua...w..a it,bea.n-F/25': a 54 now Newt mP/N. xet +milu, input amens w the,a,.12.12 iri Now.VOW Awrier PI Papd n amnP/N-ss . ePM wawauwoxxw 0 ;111111111 RoHS 2/20/2015 Pawn Optimizes I SdarEdge Monitoring Portal Login I Mance Program English(North Ametical Search Follow Us CORPORATE SOLUTIONS PRODUCTS TO ORDER SERVICE MEDIA . . . Ph !! CC de- Power Optimizer Inverter Monitoring Power Optimizer Pc`nmm"hd Sbcra 5"]SolarEdge Power Optimizers The SolarEdge power optimizer is a DC/DC converter which is connected by installers to each 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 uowes 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<Rectve module-level maintenance.Each power optimizer is 131' equipped with the unique SafeDCm feature which automatically shuts down modules'DC voltage whenever the inverter or grid power is shut down. The MPPT per module allows for flexible installation design wiOi multiple orientatons.tilts and module types in the same swing. Mien working with SolarEoge Inverters,SolarEdge power optimizers automatically maintain a fixed string voltage,allowing installers even greater flexibility with longer strings and strings of different lengths in order In design optimal PV systems. The SolarEdge power optimizers are compatible with c-Si and thin-film modules and have a 25 year warranty. The following power optimizer models are evadable: P-Serie.Module Add-On Power Optimizer' Connected by installers to the PV module and compatible with a wide range 01 modules • Power Optimizer P Model ,Module Power Module Voc • P300 _ - S300W __- I <48V P000 5400W <8UV y P405 5405W c 125V Downicad darasheet P-9erlea Commercial Parr PROW= Commercial solution con rvoti rig two modeles per power optimizer Power Optimizer Model Module Power 'Module Voc '.. P600 .<_600W - <96V P700 •57O0W <125V •Rated combined STC power of 2 modules connected in renes.Module of up to+58/0 power tolerance allowed. Download datasPeet htlp//www.salaredge.ts/grwps/us/pawerbbx-paver-optimizer 1/2 2/70/2015 Power OptimIzer j SolarEdge Feature highlights of SolarEdge Power op[Imiuta: Per-module Maximum Power Point Tracking(MPF1) Superior efioixety(995°%peak efficiency,92.8%Weighted eficienry) M, gates all epee f madutes ntiminatch-oas,fitlm mamrfacrunng tolerance to parted Shadmg Designed for eazeme environmental conditions 25 year reliability and warranty Advanced,real-tame performance measurement Automatic modulo DC voltage shut-down for installer no firefighter safety Embedded by rootage manufacturers,or connected by;nstaders to osi and thin-film modules SWarEdge technologies Inc SAeM0M1p geserved Careen I Contact t Subscribe I RSS Feeds I Terms Condition tar¢lAvww.sdarergausfgvUpsNs7pxvaNux-Poiret-Otiemizer 22 111F1271.-""!"14111millim AM STItlr1RIMLEaa1aEEIS 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.MI 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: 1. 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 Framing 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. Sincerely, '�1 PAULHEK.R f ZPCY RUCTURAL w Paul Zacher, SE-President o.50100 0/STE" • rXP N3O/2114 8150 Sierra College Boulevard,Suire 150 • Rased°,CA 95661 • 916.9613960 P • 916.961.3965 • www.pese.tam 13/52 Rail Zone 1.Span Chart Exposure Wind Ground Snow Load Speed oosf 10psf 20psi 30psf 40psf SOpst 60 of 70psf 80 PO 90psf 85 10.0 8.5 7.0 6.0 5.5 5.0 4.5 4,0 4.0 3.5 100 10.0 8.5 70 60 _ 5.5 5.0 4.5 4.0 4.0 35 110 9.5 _ 8.5 7.0 i. 6.0 5.5 5.0 4.5 4.0 4.0 35 Category 120 9.0 8.5 7.0 6,0 5.5 5.0 4.5 4.0 4.0 3.5 0 130 8.0 8.0 7.0 6.0 5.5 5.0 4.5 4.0 4.0 i, 35 140 7.5 7.5 6.5 i. 6.0 5.5 5.0 4.5 4.0 4.0 3.5 150 7.0 7.0 , 65 60 5.5 5.0 _ 4.5 4.0 4.0 3.5 110 7.0 7.0 65 6.0 5.5 5.0 4.5 4.0 4.0 3.5 FxpasuWind rt Speed 0•sf 10psf 2Ops1 30 PS 40psf 50•sl 60sf 70.sf 800sf 90psf • Exposure Wind Speed 0 psf l0 psI 20 psf 30 psf 40 tis f 50 psf EO psf 70 pz( 80 psf 90 osf 85 9.0 8.5 7.o 60 ® 5.0 45 4.0 4.0 too 35 8.0 1.0 6o p s 45 4.0 4.0 ala MEE!IIMIN 70.. . 60 In 0 Inn. ♦o.. } Category VD 1.0 ]A 65 10 5.5 S0 4.5 441 4.0 . En 0 130 53 65 65 6.0 5.5 10 43 4.0 CO 140 60 6.0 60. ® 10 4.5 45 t0 40 15 .150 IS Maral 53. ©. .5A _ 45 ® t0 . . _4.0 L 160 5.5 5.5 ®® 5.0 4.5 45 4.0 _. 0 a. The table above ONLY includes 13-52 rail capacity check.It does riot include roof capacity check b. Wind importance factor per ASCE7-05 c. Topographic factor,Mt is 1.0 d. Maximum mean root height is 30ft. e. Average parapet lew ht is 0 ft f. Roof 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 t Deflection criteria of 450 per AC428 Section 4.3 1. The wind speeds above ate MO values k Mounting Systems,Inc strongly recommends a maximum span of 8 feet tut in any case,not to exceed the maximum span indicated on the chart I. The span length applies to a seismic design category I or less m. Maximum cantilever is L/3 • • 13/52 Rall Zone 2 Span Chart ExposureWind Ground Slow Load Speed 0psf 10psf 20psf 30psf 40osf 50psf 60 psf 70pif 80psf 90ps7 85 8.5 8.0 7.0 6.0 5.5 5.0 .s to 40 35 100 _ 75 75 7.0 60 53 50 45 40 4.0 33 110 7.0 7.0 6.5 6.0 5.5 5.0 4.5 40 4.0 3.5 _ Category 120 _ 6.5 6.5 63 5.5 5.0 5.0 4S 40 4.0 15 6 130 6.0 6.0 -26.0 53 5.0 4.5 45 40 4.0 3.5 140 5.5 5.5 53 5.5 5.0 45 4.5 40 4.0 3.5 150 5.0 5.0 S0 10 5.0 43 4.5 4.0 4.0 15 160 5.0 5.0 5.0 5.0 5.0 45 45 4.0 4.0 3.5 E+Ppwre Wind Speed 0psf ]0 psf 20psf 30• 40 50 psf 60 est 7opsf SO. f 90. Exposure Wind Ground Snow Load Speed Oast 10 psf 20pst 30 psi 40est , SOpsf 60 PSI 70 psf 80 psf 90 psf BS ,65 _ 4S 65 40 53 1 5.0 - .40 ... .. 40 . 35 .100. _ 60 W 10 55 ., 'fit 4t . 45 0:0 : 40:., 35 110. SS -. .:35 51 SS S7:.E;: 4S. -45 Z0 .40 15 0 130. 50 . 30 50 34 S .1O.a =45,:: 4S -M :40 35 15 160 4.0 40 40 40 le : 5.0. , 4.0 40 :40.. 3.5 • The table above ONLY includes 13-52 rail capacity check_it does not include root capacity check b. Wend importance factor per ASCE7'05 • Topographic factor,kat is 1.0 d. Maximum mean roof hephl1s30 ft e. Average parapet height is 0 ft f. Roof pitch is between 7 degree and 27 degree g Maximum solar panel weight i 60 lbs h. Height of solar panel Is between T'and 10"to root h. Deflection criteria of V60 per AC428 Section 4.3 i. The wind speeds above are ASO values k. Mounting Systems,Inc.dwry recommendsa maximum span of 8feet,but in any case not to exceed the maximum span indicated on the chart I. Tim span length applies to a seismic design category E or less m. Maximum cantilever Is l/3 13/52 Rail Zone 3 Span Chart Exposure Wind Ground Snow Load Speed Opsf lOpsf 20 psf 30 psf 40psf 50psf 60 psf 70 psi ge psf 90 psi _ as 63 63 6.5 6.0 5.5 5.0 I3 4.0 4.0 3.5 _ WO 60 6A 6.0 5.5 5.0 4.5 4.5 4.0 4.0 3.5 110 , 55 5.5 55 5S SO 4.5 43 Y 4.0 3.5 CatellON 120 50 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 3.5 B 130 50 5.0 5.0 5.0 5.0 4.5 43 40 4.0 33 140 43 15 4.5 43 4.5 4.5 4.5 4.0 4.0 3.5 150 40 4.0 4.0 40 4.0 4.0 4.0 4.0 I0 3.5 160® 4.0 4.0 IA 1 40 4.0 4.0 4.0 4.0 4.0 3.5 Exposure !]Sa. O psf to•s( 20 30 sf 40•st 50. 60•sl N•sl -00..t 90•• Esmmure wind Ground Snow Load Speed Opsf 10psf 20psi 30psf 40psf 50psf 60 psf 70 psf m Int 90 psf $ 5A „• SQ i. .M 5A 50 - 43 43 Eel. Y : 33 _ gyp' SP 3A 4. SA' 30_. 1A Y 4$ 40 'ip` 33 S :Y 44 d45 S1, , Y a3. YA- a €II _.: 3.5 6y4Ma? :„...Ser SC , a ... a ..s.,a:-, i3- S -:, SS y...a ..i.,ISSL, 33 O . 130 .x. 40 a ':Y CO 4.0 • 4.0 YY -, 35 340 33 33 ' ...34 .i5. _ 33 • 3S 33 y,' , S3 35 10.. : ..":33 . aA 33 a-... . 33 '; :3L"'.73. .$?"34 Zy: 3.5 no a0. . 30 30 IA 3S 30 30 SS' :.:SA . 3.0 • The table above ONLY includes 13-52 railopxity check.It does not Include roof capacity check b. wind Importance factor per ASCE]05 • Topographic factor.lest is vo d. Maximum mean roof height is 30 ft. e. Avenge parapet heght Is Oft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight Is 60lbs h Height of solar panel is between 2"and lo"to roof Deflection crltena of L/60 per AC42S Seaton 63 I. The wind speeds above are ASO values k Mounting syrtems,Inc.strongly recommends a maximum span of 0 feet,but in any case,not to exceed the maximum span indicated on the chart I, The span lent applies to a seismic design category E or less In. Maximum cantilever Is I/3 w nnatia 400"91SIMMOM ,!NR �_-.111.11.11.1.11.1.11MMIEMINIIIMEN Maar SIMIECIIONIMMINNIELLINI ENEMIES ealnelaINIMIEZIMIIMINNIMINImmiNISMIMINIMIIIMINEIMIN ®+IMINEmnIMIWIIIIMINIa=Mmoi aCiallnilla.1111MMINIMeammalaimmallommia ant= MENNINIMMININ •