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12C-067 (7) 23 HAROLD ST BP-2017-0661 GIS#: COMMONWEALTH OF MASSACHUSETTS Mau:Bigck: I 2-067 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-2017-0661 Project# JS-2017-001063 En. Cost:$112$6.00 Fee:$75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: VNINT SOLAR DEVELOPER LLC 070940 Lot Size(sq.ft.): 10193.04 Owner: HARRINGTON MARGARET L Zoning: RI{i00)/URA(100)/WSPq.Ooo Applicant VIVINT SOLAR DEVELOPER LLC AT: 23 HAROLD ST Applicant Address: Phone: Insurance: 150 PADGETLE ST UNIT B (413)331-0769 WC CHICOPEEMA01022 ISSUED ON:17/I 5/2016 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALLATION OF ROOF MOUNTED PV SYSTEM - 19 PANELS, 5.13KW 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: il: 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 11/15/2016 0:00:00 $75.00 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File 4 BP-2017-0661 APPLICANT/CONTACT PERSON VIVINT SOLAR DEVELOPER LLC ADDRESS/PHONE 140 PADGETTE ST UNIT B CHICOPEE (4 I3)331-0769 PROPERTY LOCATION 23 HAROLD ST MAP 12C PARCEL.,067 001 ZONE RIO 0Q)1URA(100)LWSP(,I GOY THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid F PipgPermit Filled out Fee Paid TypedConstruction: INSTALLATION -k F MOUNTED PV SYSTEM- 19 PANELS 5.13KW 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 I FO 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 Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed __Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition De ay _ ope JJ / / // Signature of Bu,ding Official Date Note:Issuance Ma 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. 7' O Dope b sm use only r - � City of Northampton Status of Paint Building Department Curb CuVDriveway Permit 212 Main Street C..o.../.wµ,G�Avaitabtaty Room 100 WatenWell Availability Northampton, MA 01060 Two Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 PIOVSIIe Plans Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1-SITE INFORMATION This section to be completed by office t.t�P7 ,.1 ayr�oa cS / Map Lot Unit 0j7.30MIA--�1 10'4 Zone Overlay District Elm St District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT .1 er o 'ecord: argare-f- C/arK c93 Novo id c9f Name(Pain '"� yo Tekp one ��"jjjjj�77`7CJ Signature g2 Authorized Agent: Savina Cervone 150 Padgette St, Chicopee, MA 01022 -I„9� . l Current Mailing Address: 4 ,+10 , (j 413-331-0769 Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only 1. Building _immolated by permit g5 (a)Building Permit Fee 2. Electrical Hg O/!�Q�/•,1/^JO (b)Estimated Total Cost Construction from(8)of 3, Plumbing / Building Permit Fee 4. Mechanical(HVAC) 5.Fire Protection d/ a�ll Sys- This r�// 6. Total=(1 +2+3+4+5) u/j/(9j/y� Check Number 60159 " yS This Section For Official Use Only Building Pear))Number Gate Dated: Signature: Building Commissioner/Inspector of Buildings F. Date NIA' b Da j Section 4. ZONING All Information Must Be Completed.Permit Can Be Denied Due To Incomplete Information BuilRequiredMMEEM by Zoning caffein De to be not rd in by Building by Zoning --- Setbacks Front Side Rear, Ma.Iliall111111111111111111.111111111111111111111 Square Footage Open Space Footage -®--_ (Lotarca minus Ndg&paved mxm:1 A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DONT KNOW 0 YES O 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 ft B. Does the site contain a brook,body of water or wetlands? NO Q DON'T KNOW Q YES 0 IF YES,has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained © Obtained O Date Issued: C. Do any signs exist on the property? YES 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 kiting)over?acre or is it part of a common pan Nat will disturb over 1 acre? YES© NO O IF YES,then a Northampton Stonn Water Management Permit from the DPW is required. 4 SECTIONS-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteradon(s) ❑ Roofing Q 0r Doors ❑ Accessory Bldg. ❑ Demolition ❑ New Signs (01 Decks ID Siding(C) Other[[O) Brief Description of Proposed r 13 k� j{k: installation o roof mounted nhottovo$afcpo[a_ArCss sttems#of modules .y ? </ tt. o a.itilm UMfrp rt -r71 its ill L I - Adding newt wbedroom GnU - R' NarbGnk Yea- Attached Nonatve Renovating unfinished basement Yes No Plans Attached Roll -Sheet a..It New house and or addWon to existlna housUe.complete the tollowlna: a. Use of building:One Family Two Family Other b. Number of roams in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new constriction. Dimensions e. Number of stories? _ f, Method of heating?_ Fireplaces or Wood/doves Number of each g. Energy Conservation Compliance. Masacheck Energy Compliance form attached? h. Type of construction i Is construction within 100 t of wetlands?J_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. rearm of CTwer Dale 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. —_ ... SSavina Cervone `--'y., Print at _ # 1 v S of Owner/ Dat / 1 O L,,,___,, r► SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: John A Jalbert —...—._.—..—._ C507O94O License Number 1 t P,, e U "t : lie' ..-e u •. 110.2 03/25/2017 Addrea / 7 S� 413-131-1769 Expiration Date 1,. v 5 re - r - .. Telephone t Rsalstered Nome bmrovament Contractor Not Applicable f] Vivint Solar Developer/Sohn 6 Jalbert 170848 Company Name Registration Number 3301 N Thanksgiving Way#500 Lehi, UT 84043 1/5/2018 Address Expiration Date _Telephone 413-331-0769 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(WOE.c.152,§26C(S)1 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 Cl 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 sets as supervlSor.OMR 7S0.. Sixth Edition Section 108,15.1 Del-milieu of Homeswnet:Person(s)who own a parcel of land on which be/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 Hum one home h a two-year period shall not be considered•homeowner. Such"homeowner"shall submit to the Building Official,on a Ono acceptable to the Building Official,that he/she shall at responsible for all such workperformed under the buildingpermit 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 Chaplet 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 _, $ -- ib�'S Department ojlndusirialAceidenls as w�$' J.:'- t Congress Street,Suite 100 "�'' r fa] Boston,MA 02114-2017 . �/� s www mass.gov/dia - Workers'Compensation Insurance Affidavit:Builders/Conirnclon/Electricians/Plumbers. TO BE FILED W ITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name Business/Organization/Individual):Vivipt Solar Developer LLC Address:1800 W Ashton Blvd City/State/Zip:Lehi, UT Phone#:855.8772974 Art you an employee?cheek the appropriate Met I Type of project(required): 1.0 am annployd with 217 employees(Poll and/or parvtime).• 7, ❑New construction 21:11 am a sole pry>nnm or partnerahie and havenoemployees working ror mc in 8. O Remodeling any capacity. No workers'comp.insurance required,' 9. ��''1t 3Oi am a homeowner doing all work myself(No workers'comp.insurance requited.]t IJ Demolition 4.0lmrc 0l am a howwr and will behiring contractors to conduct all work on my p op cry. I will 70 0Buliding addition ensure that all contractors either have workers compensation insurance or arc sole I I.[]Electrical repairs or additions emen"s`aa with f0 L1n&912.E3 Plumbing repairs or additions '0 lam a general contractor and l have hired the sub-comracims listed on the attached sheet l3.❑Roof repairs These subeomracmrs have employees and have workers'comp.insurance.' fes-! 6 OW<are a corporation and ins Fiau baveexercised iheirnght of exemption per Moe c i4.QOthe[ 152,§I(4),and we have au employees.INo workers'coop.insurance required] 'Any applicant that checks box al must also fill out the section below showing their workers'compensation pokey information. /Homeowners who submit this affidavit la ca6eg they arc doing all wo*and then hire outside contractors mot submit a new affidavit indicating such. IConhractors that check this box must attached an additional shed showing the name of the subeuntradors and state whether or not those entities have employees. If the subcontractors have employers,they must provide their workers'comp.policy nu>Ser. I am an employer that is providing workers'compensation insurance for my employees. Below ix the policy and job site information. insurance Company Name:Zurieh American Insurance Company Policy#or Selfinss.Liu.#:W 096)/]_2 Expiration Date::''I li°11l-177- �y7 /Ar lob Site Address/93 7Z o[5+ City/State/Zip:(—b1 e ( y— 1 'f j7 Attach a copy of the workers'compensation policy declaration page(showing the policy number and emirs/don 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. _, I do hereby cerci . d antra . • ,, o t:;jury that the information provided above iry � 1.9s true and correct S kn4tutc:, alb Date; 1 h� i � phone#:855-877- 4y I Official use only. Do not write In this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): I.Board of Health 2.Building Department },CityTown Clerk 4.Electrical Inspector 5.Plumbing inspector 6.Other . Contact Person: Phone#: , Massachusetts-Department of Public Safety 11,1 Board of Building Regulations and Standards Construction�S,u�p�e(r�pvaispor -- ""-5i License: 111 Jeb AMert -pit •tet 391 WA nisei WEST SPRIRGRTS 1 el' ^ Expiration Cmmtblioner 03115t201T JSEI1010d399049 #ucsanD!HaIEXT.Dnon gar xrwumnawan touanaleutmmase This add Carbhss that JOHN JAL&,ET has completed a IO-Nnur OSHA Howe Recognition Training for the ernsteuttoon Industry 6,44a.�.`d— .. 01/25/2014 err.,.Scott MacKvi 1.ramprsater Sikes Grad Pate NW E0 Drurdr1�_ 14C0 '& CERTIFICATE OF LIABILITY INSURANCE omimmOMOomym"I 001270015 TIS 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 pollcy(iae)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement an this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CORTAct MARSH USA NC. PRONE PA's 122517TH STREET.SUITE 1300 DENVER,CO 602925534 EXAMS-ByRJ-. —_ ._ _ _ — _LNC ) Alin DenverCertReglwst©marshcorn l Fax:212948-43e1 — _. �pe ___ _ _ _ _ _ _ _ _ _ --_ _ _ _ INSURER A:Av55Panally Europe___ MUTED MAIRER e:Lich ARMlRan 115Yran(£CA.. 10$35 ..... MUTED Vivint Solar.Inc Wont Solar Provide( LLC INSURER O:AII'anpn2n[bl Vtau[0m»CAmpami 4/142 17001Pr viI Solar Prot rU.0 INSURERO:N/A ...... — N/A - - 180 W.Ashton BIM. _— _ . _ — — ._ —. _. _ —. —. — _ LEM.UT 84043 INSURER E:_ _ _ INSURER R: COVERAGES CERTIFICATE NUMBER: SEA-D02920397-14 REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWRHSTANDtNG ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LR AOdLISIMMERSUBRL p & ll POLICY ESP ' LTR SRTYPE OF .INV, WV'S PNUCY tlER I61 BONDO ) 1ownownJ t A 'X iCOMMERCIAL GENERAL LIABILITY 0776500116EN 0129/201616 101/2912017 I EACH OCCURRENCE 15 _ —51,000,000 CLAMS-MADE :CGCUT DiMAt`E TOR-NW"— i PREWSE$(EwaIene n) 15 1.000,00_ _ _ _ _ _ _ we e peon f 10000 ' , — __ _ PERSONALAADV INJURY ,5 1,0'.NI,LU'0 r_GE LAGGREGATE MAW 060 _PUSS PER 1_GENERALAGGREGATE $ 2MOOMOX0 I % POLICY J ECT J PRODUCTS-COMPIOPGG AS 2,00.000 LOC OTHER'. I i I 5 B 'AUTMOBILE LMeIury BAP6119601602 ftN112016 -11g1($IA Ylatc,EOSwonE LIMIT j5 1.MM,0% _ .BOrLN it)_ _ __ % ANY Auro j 1 BODILY INJURYIpmcennm $ . 7 ALL GwrvED "I.SCHEDULED ——— i — — — — AUTGS _AUTOS I BOPiLY INJURY PaacClam6 E % I HIRED AUTOS I % NON-OWNED P(RRGpRJ A(aE L$ I ICamp/Coll Das L% ..- - 1,00 A ! X I UMBRELLAUAB Y OCCUR 11377 CI16EN 101!2912016 /101/2$12014 EAGN URREscs $ 5,1001/00 I % I EXCESS UAB CIAIMS.MACE ,GL Only I AGGREGATE I S 5.0:41.000 IAeo EMPLOYERS'I>�RV YIN [AZ,CA,CT FL HI,MA MD,N.J.601302 1t/O1R01fi �N1Y20b X �TA VTE�• R — RED 'RETENTIONS 5 C ,WORKERS COMPENSATION ANYPROPRFrORNARTNEWEXECUTIVE EL EACH ACCIDENT S 1,1}',M,00" [OFFICER/MEMBER EXCLUDED, N NIA, . — — I)MandMgnp1 NH) NM,NY PA.SC,TX,UT I EL DISEASE EA EMPLOYE 5 1,000,00 A Ir Yes,smote under I IWC509601402 MA 1161/2010 111NV2011 DESCRIPTION OF OPERATIONS Uedw I I EL.DISEASE-PDO6Y UMlT S 1.00QN.'0 _s__l_.___. DESCRIPTION Of OPERMIONSI LOCATIONSI VEHICLESµCORD DT Additions'Remark*S4Nedub,,evYSs eNCMOI mon Wass Is requited/ CERTIFICATE HOLDER CANCELLATION Town of Northampton SHOULD ANY OF TIE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 212 Main Sleet IRE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Narltlamplon,MA 01050 ACCORDANCE WITH THE POLICY PROVISIONS. AUTROR¢EO REPRESENTATIVE Of ManIDDSARc. Kathleen M Parsloe )A. mel t @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 cant.karren@vivintsoiascorn November 07,2016 Mr. Dan Rock. Project Manager Vivint Solar 1800 W Ashton Blvd. Lehi, UT 84043 Re: Structural Engineering Services Clark Residence 23 Harold St, Florence,MA S-5293912;MA-04 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 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 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 section is composed of 2x6 dimensional lumber at 21"on center with knee wall supports 6.42' from the ridge 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. • Roof section is composed of assumed 2x6 dimensional lumber at 16"on center and a single layer of roofing. The attic space is finished and photos indicate that there was no 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 x2 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/SET 7-10 Minimum Design Loads for Buildings and other Structures, a wind speed of 90 mph based on Exposure Category B and 39 and 23 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. Page t Gf2 vivint. B. Loading Criteria 10 PSF=Dead Load (roofing/framing) 40 P$F=Ground Snow Load 3 PSF=Dead Load(solar p.ne s/ .un:in• h.rdwa 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 (www.mounting- systems.us). 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 41/2 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 1/2", 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 third 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 three (3) spaces or 63" o/c, whichever is less. 5. Considering the roof slopes, the size, spacing, condition or 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. 6. Panel support connections shall be staggered to distribute load to adjacent members. Based on the above evaluation, with appropriate panel anchors being utilized the root 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. E44! Regards, .c/%�' Jon P.Ward,SE, PE a / - MA License Na.52584 �r 1l 4Fg"JSTEV.- r ; #1 SS/ONAL E4C �• ,Dr,, ilk Page 2of2 vivint. /%�f � a./•00%�Jie (l'6u7;;,,///7=i'/ PV SYSTEM Si2E� N s.035 kW DC — 4 23 Harold St, Florence MA 01062 ____, I v i lc ( &LOCKABLE ; 1 NDISCOINN DION SCONNECT WITCH,BNT IER 4 j S JUNCTION BOX ATTACHED TO i� r UTILITY METER LOCATION;TIF.INTO 3 KEEP JUNCTION BARRAY USING MSIOX OFTF ROOF �� �--.`�% d/// 11 /r yr 7K � ( METER#87676470 A or 1 V = . I —,.... ""'- 85'CF t"PVC GONOUIT 'a IFROM JUNCTION BOX TO ELEC PANEL 9. R $ ( I _ ' I I jI -f E Nq `19)Jmico Solar P300 Optimizer MODULES WITH j1 g)SolarEdge P300 Optimizer ossa ON THE BACK OF EACH MODULE. f PV SYSTEM SITE PLAN NUMBER 1 a - ,�.... P tovnite sMm COM.p[Cmdu%INS:ketlule(Alt CONOtICiO4SMt1�i 8E COPPER} DC RStem Stee 5230 Tag Pt Description Wire Ga tt or Condo-ours/ColorN/A-Free it Sue AC Stem Size 3800 1 PV Wire "[e Conduit Typo Total Module Count 19 - 6 WWG 11 V.,V2 n/A-iree Air N/A-Free Air �, I Bare Coppet Grauntl(EGVGf C} GAWG I BARE PVA.Free Air NIA Free Aro 1 o1 __, ITHWN-S 104W6 11W IVi B/P g -.�_... PVC 1" 9 '^ ^ F 2 MWN-) Ground BAWL 1(690I PVC It m a - 3 iXWN-2 384WG 310, 1 v` o G` )-PAWN.2.6muM 1 1(S.It18/NW PVC 55 4THWN-2 BAWL IIGXN PVC p. `m0 2-0-AWG- 310_1,112]NIB/X/W LFNC 1" g^ o S4 THIHWN-2-Ground 9AWG II6RNf LMCLL. 'tTNWN-zitf' AWG )(312,I22.3000/PI0t LMC I" — 5%XWN-$-Grountl BAWD II6RN 6NG' t t • a) R 2 co pa 1 sURKkalSmmq# gPe ..ra.:-boe 705 22(atat 21 c fo,r m N(C1114W sy p n <v/Go¢vnrb(R 'IA.(Nom 752 (t 4t[in'Mmu s TEHmiNAnorys M •evils?Nr SHEET " NAME' P moouus ... r ) .. Zea. _ 11531 Disconnect en �. E 6 1 4 •r •• g SHEET o rYMmoou n=sua w4m_ l - NUMBER (.._-�.� —_.. vse VGNKwuft Fr Fe A2 otROR ECFMSIGHTOF M " gwacoenFP Conductor Calculations S PV Module Rating @ STC Wire gauge calculated from NEC code 310..15(B)('6)with ambient temperature calculations 8 Module Make/Model 319126EO270,48B from NEC 310.15(211a1 out Max Power-Point Current limp) 8.65 Amps For!gfl Roof conductors we use the 90°C column ampacirl,D r-35"off-theiwltempe nature o C e pC SNety _.._ Max Power-Point Voltage Wm))) 31.23 Volts adjustment from 310.15(BI(3)(c),and raceway fill adjustments from 310 15131(16). Open{BmuVoltage Vac( 38A8 Volts For'CP PmI"conductors we use the 75C columnampa[Try,or the 90'C[alarm ampanrywith Rated for max operating ornpllian mflmener the relevant ambient temperature and raceway fill adjustments,wok leder is less. Short-Circuit Current PK) 9.26Amps NEC 690.35mmp0a nlThe rating of the conductor after adjustmentsgreaterMUST be than,or equal to,the Continuous 'opens all ungrounded conductors Max Series Fuse(o5P0) IC Ampsdutyduty uprated output current. Cc Nom. i No .Maa m Powerat VC(Pmaa) 220 wattsGExample I ulavon Wire Rating(90°C)a Ambient temperature AClustmnt x eConduit Fill Maximum System Voltage DC 1c001000)/(UL) Adjustment>Continuous Duty Output Current Optimizer Solar Edge P300 Voc Temperature Coefficient -0.33 %/C (On Roof,Tag 2):10 gauge wire rated for 40 A, 00 Ax 021x 1(2 Conductors)=2L4 A>=I8.25 DC Input Power 300 Watts A DC Max Input Voltage 08 Volts (Off Roof,Tag 3)'10 gauge wire rated for 350. 35 A>=1a79A DC Max Input Current 12.5 Amps AC Output Current According to NEC 6.90 8(81(1) 1583 Amps 0H Roof,Tag 4):10 gauge wire rated for 35 A, 35 A>=19.79A DC Max Output Current 15 Amps F Nominal AC Voltage 200 Volts Max String Rating 5250 Watts THIS PANEL IS FED BY MULTIPLE SOURCES(UTILITY AND SOLAR) Inverter Make/Model E35004-US r� CEC Efficient)) S 93 % C AC Operating VoltagOute 200 Volts ROOFTOP CONDUCTOR AMPACITIES DESIGNED IN COMPLIANCE e \ Continuous Mat Output Current 16 Amps WITH NEC 690.8,TABLES 310,15113)(2114.310.15{8(3 a), 7 DC Maximum Input Current 13 Amps 310.1503)(3)(c),310.15(8)(161.CHAPTER 9 TABLE 4,5,8)9. LOCATION short CIrt CurrentWt17.5 Amps SPECIFIC TEMPERATURE OBTAINED FROM ASHRAE 2013 DATA ii Max.Output Fault Current 17.5 A/20ms TABLES. ASHRAE 2013- Highest monthly 2%DR Design Temp:33 2 Celsius Lowest Mm.Mean Extreme DB.-260 Celsius OCPO Calculations S areakert sized according to Continuous duty putwlrenr.PV circuit nominal current based oto off inverter continuous output CurrentX(135(NE5(NEC code 21019(A)(1)la)). Inverter 1.3E3000 A-US-UMax Output 15.89 Axl.25(NEC code 21019(P61 Ha)) Zs0— =1979 A<20 A(COPE)) = system caltPut current w/continuous duly 19.79<20A(System OCPO) z vu Other Notes %i S9 i. I SHEET •ALL INTERIOR RACEWAYS CARRYING DC CURRENT SHALL BE METALLIC NAME: a NI ampaciry calculations are made in compliance with NEC 2205(81 u il 2 u SHEET NUMBER: el mounting systems Building data Site data Country USA IBC 2012 Terrain height 0 ft Building specifications Roof type Gable roof Building length 45 ft 633 in Building width 36 ft 107 in Building height 35 ft 8.22 in Roof specifications Roofing Composition shingle Rafter width 1.5 in Roof pitch 39° Rafter height 5.5 in Rafter spacing 21.0 In =a R lskt iry c•-• ' Developer: Page 1 of 8 Date 11/4/2016 MS Version 2.0.34.0 mounting systems Loads Snow load Importance factor 11:1.00 Ground snow load Figs 40.000 lb/ft' Shape factor C,= 0.477 Snow load-flat p,= 28.000 109 Snow load-sloped p,= 13350 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. I U., Wind Gust Velocity Pressure q= 13.400 Ib/ft' �� 0 Roof areas °" Distributed Wind Loading per Base Rail Pressure tlbnftl Suction(ibjftj Field 39.292 -43.658 Edges 39.292 -52.389 Dead load Module area 4M= 17.55 ftt Modul weight GM= 41.90 lbs Dead load gM= 2.421 Ib(ft' Developer: Page 2 of 8 Date 11/4/2016 MS Version 2.0.34.0 mounting systems Load combinations (ASD) LAO: EdD LFK2: Ed=D+L LFK& Ed=D+(L,orSorR) LFK4: Ea'D+0.75• L+0.75"(4 or S or Al LEKS: Ed=D+(0.6"W or0.7•E) LFK6a: Ed=D+0.75 L+0.75"(0.6•W) 0.75•(L.or S or R) LFK6b: Ea=0+0.75"1+0.75"(0.7`E)+ 0.75.5 LFK7: Ede-0.6"DE 0.6•W LFK8: Ed=0.6"D+0.7• E max action jlbfft2J Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel field 15.090 9.927 -6.908 0.914 Edges 15.090 9.927 -8.516 0.914 " a max action per unit length of rail [Ib/ft] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 49.180 32350 -22.520 2.979 Edges 49.180 32.350 -27.750 2.979 Developer: Page 3 of 8 Date 11/4/2016 MS Version 2.0.34.0 freipThl mounting systems Module field layout Module manufacturer Jinko Module length 65,0 in Module type 1KM265P-60 Module width 39.1 in Module power 265.00 Watt Frame height 1.6 in Number of modules 13 Modal weight 41.90 lbs Module orientation landscape Overall power output 3.4 kWp t a 1f Developer: Page 4 of 8 Date 11/4/2016 MS Version 2.0.34.0 mounting sr sterns Configuration Fastener capacity Description L-foot 11mm fast attach Max.pressure load 816 Ibf Max.suction load -816 Ibf Max. lateral load 677 Ibf fastener distance 21.00 in Rail Description GS 10/48 Moment of inertia t, 0.16 in"4 • Moment of inertia ly 0.24 fnr4 Resistance moment Wz 0.21 in/90. Resistance moment Wy 0.24 in"3 Q Cross section area 0,55 in"2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Load Rail Stress Deflection under load(% A=U60) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 6.2% 1.3% 15,0 in 11.6 Edges 6.2% 1.3% 15,0 in 11,6% 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 11/4/2016 MS Version 2.0.34.0 00 ,�0v ct c4 OO 3 t. N) XAtlamment II I I II I 1 I o ,re I I I I A_GS101481211 ISR S.W g1 1 1 1 XT y 13=D s 7 GS 10/4812 ft 15 ft 73 CT T D T T U (U 1 I X e GS IOH512R[IOR10251n_ D=GS 10/48 1.6 ft E=GS 14148 12'1[0 114 90 in] XXX F D X )I IC to I I 1� / D XXI I I II I E•GS 10/88 12 8 10 11 1 22 1n] 1 k II I1311V AI HH X 11 1111H 32 ft X A - Y N N N M OR 1 I ID 9 0 00 Alpha' 5293912 0 0 0 01! 7 o O4 it. 38.31 R 4.65ftill 1 i I 1 1 1 i 965 ft H H t HI t 1- 12 f t t + i -r } t i 1 k ] >k k iki ik ) ik o f I >k )k 1 1 1 1 1 ! 1 13.93 R 1 11 �I 1 l� 1 1� i 0 i i l l 1Hi i 13.93 ft I '' I ! IIINIIIIIIIIIilllll l ilII IIIIII ! 1 M 1111 1 -X X X X X N X N X N N N DX 4.69 ft N X N N X X N N X X X N OX 4.64ft 11 1 I 1i 11 I 3.61 ft 38.31 ft 3.61 ft ti -. Field I 1 Edges go Corner m v o l, N J O Lo ° 0 m Alpha' 5293912 mounting systems BOM Item no. Description Weight Quantity add. Items Sum 707-0023 L-foot 11mm fast attach 0.241 lbs 62 0 62 702-0207 MEC CS RH 40mm 0000 lbs 24 0 24 700-0102 MC 30-40mm-w/Bonding Plate 0.000 lbs 14 0 14 -712-0136 Weeblug Alphas pa 0-000 lbs 10 0 10 807-0131 ACC Wire Management Clip 0.000 lbs 0 0 0 807-0134 Omega Wire Management Clip 0.000 Lbs 0 0 0 712-0148 Rail!Microinverter Attachment-M8x2Omm T-Bol 0.000 lbs 0 0 0 712-0147 Rail,Micobnvorter Attachment-M8x25mm Leos 0000 ete 0 0 0 800-1089 BR 10/48 CS,121t 13623lbs 10 0 10 800-1085 BR 10/48 CS',160 13.623 lbs 4 0 4 706-0057 Splice,external,f.BR 10149 CS 0427 Lbs 4 0 4 Total 207.aso lbs m m tsets a 4 Developer: Page 8 of 8 Date 11/412016 MS Version 2.0.34.0 mounting systems Building data Site data Country USA IBC 2012 Terrain height Oft Building specifications Roof type Gable roof Building length 45 ft 6.33 in Building width 36 ft 1.07 in Building height 35 ft 8.22 in Roof specifications Roofing Composition shingle Rafter width 1.5 in Roof pitch 23° Rafter height 5.5 in Rafter spacing 21.0 in a \� Developer: Page 1 of 9 Date 11{4/2016 MS Version 2.0.34.0 mosiore mounting systems Loads Snow load Importance factor II: 1.00 Ground snow load pg= 40.000 lb/ft' Shape factor Cs= 0,723 Snow load-flat = 28.000 ib/ft' Snow load-sloped p,= 20.2501b/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. u^, Wind Gust Velocity Pressure q= 13.400 I6/ft' m ry cp Roof areas °' 'a Distributed Wind Loading per Base Rail Pressure flb/ft} Suction(Ib/ftz Field 21.829 -39.292 Edges 21.829 -74,218 Corner 21.829 -113.510 Dead load Module area AM= 17.65 ft' Modus weight GM= 41.90lbs Dead load gM= 2,421 Ib/ft2 Developer: Page 2 of 9 Date 11/4/2016 MS Version 2.0.34.0 • viger mounting systems Load combinations (ASD) LFK1: Ea=D LFK2: Ed=D+L LFK3: Ea=D+ILorSorR) LFK4: Ea=D+0.75•L+0.75•(4 or 5 or R) LFKS: En=D+(0.6W or 0.7• E) LFK6a: Ea=D+0.75 * L+0.75* (0.6•WI+0.75 (l.or S or R) LFK6b: Ea=D+0.75*L+0.75*(0.7•E)+ 0.75* LFK7: Ea=0.6" D+0.6"W LFKS: Sloan*De 0.7*E max action (lb/ft') Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 20.870 8.857 -5.897 0.568 Edges 20.870 8.851 -12.330 0.568 a Corner 20.870 8.857 -19.560 0.568 max action per unit length of rail [Ib/ft) Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 68.000 28,870 -19.220 1.850 Edges 68.000 28.870 40.170 1.850 Corner 68.000 28.870 63.750 1.850 Developer: Page 3 of 9 Date 11/4/2016 MS Version 2.0.34.0 mounting systems Module field layout Module manufacturer linko Module length 65.0 in Module type 1KM265P-60 Module width 39.1 in Module power 265.00 Watt Frame height 1.6 in Number of modules 6 Modul weight 41.90 lbs Module orientation Landscape Overall power output 1.6 kWp m a a 1I . I Developer: Page 4 of 9 Date 111412016 MS Version 2.0.34.0 1', mounting syster s. Configuration Fastener capacity Description L-foot 11mm fast attach Max.pressure load 816 lbf Max.suction load -816 tbf Max. lateral load 677 lbf fastener distance 21.00 in Rail Description GS 10/48 rn Moment of inertia lz 0.16 in^4 Moment of inertia Iy 024 in44 Resistance moment Wz 0.21 inn3 a Resistance moment Wy 0.24 in"3 < Cross section area 0.55 int% yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Load Rail Stress Deflection under load(%n=1/64) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 7.3% 1.5% 0.0 in 16$% Edges 7.3 % 1.5% 0.0 in 16.0 "7 Corner 17.3% 1.5% 6.6 in 16.0% 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 5 of 9 Date 11/4/2016 MS Version 2.0.34.0 mounting systems + The values for material durability are taken from the technical manual of the manufacturer. m m 11-1A a a Developer: Page 6 of 9 Date 11/4/2016 MS Version 2.0.34.0 Tir mounting system Construction A e 4! U v 6 « q CO co Cc Q 4 Developer: Page T of 9 Date 1114/2016 MS Version 20.34.0 0 0 co co ▪ m Of � o ro O rt A V1 5 PJ cryO al 30.31 k 3 92 ft 3 92 ft L � -{ t I I - -I - ' I Il 111 1111 1 1 1, 76R N 1 1 i 1[ l ) � I 011( 1176k III Il t I t fi I t i_ [ I { 3.92 k —N —X —M--- X X -X- 91—UR 3.92 ft 1 L I _l _l L L __L I_ 1. lib_ _- I _ LIS 3.61 ft 30.31 ft 3.61 It LH Reld [Thh Edges - Comer 3 <ill v . w O m N W O a 0 in Alpha' 5293912 '+� mounting ssteriis BUM item no. Description n Quantity add, Items EIMIEMIM 707-0023 L-foot 11mm fast attach 0.241 lbs 30 0 30 702-0207 MEC CSRH40nxn 0.000 lbs 12 0 12 700-0102 MC 3040mm-w/Bonding Plate 0.000 lbs 6 0 6 712-0136 Weeblug Alpha+pa O000 ihs 3 0 3 807-0131 ACC Wire Management Clip 0.000 lbs 0 0 0 807-0134 Omega Wire Management CV 0000lbs 0 0 0 712-0148 Rail/Microinverter Attachment-M8x20mm T-Bol 0.000 lbs 0 0 0 712-014? Rail i Mwvoinverter Attachment-M8x25mm T-Boi 0-000 lbs 0 0 0 800-1085 BR 10/48 CS; 161t 13.623 lbs 3 0 3 800.1089 'SR 10148 CS:12ft 13.623 the 3 0 3 706-0057 Splice,external,t,BR 10/48 CS 0.427 lbs 3 0 3 Tidal 90.238 It's m fn fw In 'o .c 0. 4 Developer Page 9 of 9 Date 11/4/2016 MS Version 2.0.34-0 vivint.Solar s.._.. r AMENDMENT TO THE RESIDENTIAL SOLAR POWER PURCHASE AGREEMENT CU STOME R NAME AND CONTACT INFORMATION : N,r.e =:-Margaret Clark 23 HAROLD ST FLORENCE MA 01062-1029 ..era-:e No 5293912 This Amendment is entered into as of the date set forth below, between VIVINT SOLAR DEVELOPER, LLC and the undersigned CUSTOMER(s). Any capitalized term used but not defined in this Amendment shall have the meaning given it in the Residential Solar Power Purchase Agreement (the "PPA") between You and Us as of the Transaction Date. The terms of the PPA are incorporated by reference here. To move forward with installation of the System, the Energy Price under the PPA will change as set forth below and for the following reason(s): ENERGY PRICE : REASON (S) FOR CHANGE : 149 g Limited Sun Exposure E Limited Energy Consumption ($tkWh) P Limited Roof Space By signing below, You and We agree to amend the terms of the PPA. Except for the change to the Energy Price above, all other terms of the PPA remain unchanged. VIVINT SOLAR DEVELOPER, LLC CUSTOMER(S) yl.e+ t!9-}- Signature. _ - Signature'. Printed Name. Tristen Smith Printed Name: Margaret Clark Salesperson No Signature: Amendment Date 2016-11-04 Printed Name: Vivint Solar Developer, LLC (EIN: 80-0756438) is a licensed contractor in each state in which we operate,for information about our licenses please visit http://www.vivintsolar.com/ licenses. cc W Ni - • • � solar Paoer Optim12er t--o . Solar -"9e ° Module Add-Onor North America 0 S Cr. P300 1 P400 1 L1.1 3 0- fi r fF y`r F V7., er optimization at the module-level PV pout to partial shading Up tot ore ene<B7 manufacturing tolerance yes a 995x°) from ma efidenesl mismatch losses, . Superior alt types of module space utilization aces for maximum ace u • Mitigates design San instaale tem le bol[ odufe-Ir+ei monitoring W�taiasing histsafe . Past installation within firefi8 \ated6eps enation maintenance nlianstaller and ty,bW.50 . Next Ben hutdoW' . Module ERMevel AUliageshutdown _ AUSTRALIA pPAN CHINA 6PJ�tt Ary FRANCE USA GERMANY r solar - • • C SolarEdge Power Optimizer Module Add-On for North America P3D0 / P400 / P405 P300 P400 P405 Iforeowg module.) (for TEA%%gall modules) ,for Min mm modules). INPUT Rated Input DC Powers`, 300 400 405 W Absolute Maximum Input Voltage 48 80 125 Volt Rbc at lowest temperature) . MPPT Operating Range 8.48 8 80 12.5.105 We Maximum Short Circuit Current llsc) • 10 Ade Maximum DC Input Current _ 12.5 Adc Maximum Efficiency 99.5 % Weighted Efficiency _ , 98.8 % 0vervoltage Category I If _ _, OUTPUT DURING OPERATION IPOWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) _ Maximum Output Current 15 Adc Maximum Output Voltage 60 85 i Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED MOM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF!. _ _ Safety Output Valbge per Power Optimizer I _ _ _ 1 Vdc_ _STANDARD COMPL_IANC_E _ EMCFCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Safety IEC62109-1(class))safety).00]741 ROH5 . _ Yes _. ( ._ INSTALLATION SPECIFICATIONS _. _. _ . . _.. Maximum Mowed Systemm Voltage1000 • Vdc Pxxx-2x-2 series 141 x 212 x 40.5/5.55 x 8.34 x 1.59 mm/in Dimensions(W x x H) 128 x 152 x 27.5/ 120x152x35/ I 128x 152x48/ Pxxx-5 series mm/in 5 x 5.97 x308 5x597x337 5x597 K 1.89 Weight(including cabies7l Pxxz-2 series 95012,1 ' RUth PxxxS series 770/1.7 i 930/2.05 I 930/2.05 ' gr/lb Input Connector MC4 Compatible Output Wire Type/Connector Double Insulated;MC4 Compatible • Output Wire Length 0.95/3.0 I 1.2/3.9 m/ft Operating Temperature Range 40-485/-44-+185 'Ct'F Protection Rating Pxxx-2 series IP6S/NEMA4 • l Pxxx-5 series IP68/NEMA6P Relative Humidity 0.100 % xXrtl n[rawer.,tM.,%ute dvEnle oeuptc4U0.endevnotlkwrtl PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 108V THREE PHASE 480V A SOLAREDGE INVERTER", Minimum String Length a 10 18 (Power Optimlzer51 Maximum String Length 25 25 50 (Power Opiimizell) Maximum Power per String 5250 6000 12750 W Parallel Strings of Different Lengths yes or Orientations It It tw m..,e e.1oe Miff win oau Poo prmrrm,nawn.arlm CE ETG Cip solar I * CC W SolarEdge Single Phase Inverters For North America LU SE3000A-USI SE3800A-USISE5000A-USISE6000A-USI } SE7600A-US/SE10000A-US/ SE11400A-USra* ,•. ;w ' • a M • The best choice for SolarEdge enabled systems • integrated arc fault protection(Type 1)for NEC 2011690.11 compliance - Superior efficiency(9S%) - Small-lightweight and easy to install on provided bracket - Built-in module-level monitoring Internet connection through Ethernet or Wireless - Outdoor and indoor installation ▪ Fixed voltage inverter,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 NETHF.RLANOS ISRAEL www.sclaredge.us 4 solar i is a Single Phase Inverters for North America 8E3000441SI SE3800A-US/SES000A-US/SE6000A-USI SE7600A-US I SEE/MA-US I SE11400A-US SE]000A-U$ SE3800A-U5 SES000A-US 5E600M-US SE7600A-05 SE10000A-US 5E11400A-0S OUTPUT Nome,.. 3C AC Power Output 0 3800 WOO 8.000 7500 43801D 2G8V JUDOVA 10600 024041 Mak.AC Power Output 3300 4150 5900(8108V 6000 8350 10890 M 208V12000 VA 5459(82493 109503324113 AC Output Voltage Mii-Nom.Max-ru 1 1 183-2013.229 Vac ACOutputVdtage M:mficm- axrn 1 1 1 / 7 f 1 211 x 240.264 vac AC PrequencyM No Marcrn 59.3.W-60.5(with HI country setting 57-60 603) He Max.Continuous Output went 12.5 16 1 26@208v 48@2081/21@4240v 25 32 422403 47 A GF01 1 A titan MOMtoring,ISlending Protector f,Corona CenorrapO Thresholds YCS les INPUT NCCOmnrended Max,DC power" 3750 4750 62.50 7500 95W 12400 14250 W (STC) . .. Traasformeriess,Ungrounded Yes Max,IVoltage ... 500 VM NaDC input Voltage 325 M 20Ott 3500 2483 Vbc Mn.Input Cu rrenttn 95 13 36$(02043 18 23 33@2083 34.5 Adc 155 EC 240V 305 fl 2403 Max.Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes Ground-Fatal Isolation Detection 600ku Sensiurity Maximum Inverter Efficiency 97.7 982 90.3 383 98 98 58 % CEC Weighted Efficiency 97.5 9g 975 2083 975 97 5 9J @ 2083 97 5 % 983?23013 97 5 @ 2401/ Nighttime Power Conniption <2.5 <4 W. ADDITIONAL EEATUNES Supported Communication Ielec(ces ROM,85232,Ethernet been(oodon3) Revenue Grade Data,ANSI C12.1 OptW(H[ Rapid Shutdown-NEC 2014690.12 Functionality enabled when SalerEbg(rapid shutdown di is installed _. STANDANO COMPLIANCE Safety J11741,UL16998e 011998,CSA 223 Grid Connection Standards IEE11547 Ertditims PCC We AS class INSTALLATION SPECIFICATIONS _ AC.output conduit situ/AWG nage 3/4"minimum/1&-G AWG - 3/4"minimum/8-3 AWG DC input candUrl sire/a Of Strings/ 374-minimum/1-2 strings/16-6 AWG 3/4"minimum/1.2 string./14-6 AWG AW6 tinge,. . Dimensions wills Safety Svritch 7755 3197/ 30.5x125 x75/ min In/ 1HxWN) J75x 315 x 172 775 x 31Se 131 3053115e105[775 x 315 x260 Weigel with Safety Switch 5127332 54712[? 8 u41pc IDtkg Ceding Natural Convection Fans(user replaceable) Noise <25 <50 dRA Mi Min:Max.Operating Temperature -13to3140(-23 to+50(.40 to+60 version awrlrhlel'I nese • •Protection Rating NEMA 34 3 fer on Henn rqr Ons, s+PR4Fv ro.e'Ugh i pent.! a mm.n'+Ps Cnna ,t3% r Mvro...w..m it n unhM 771/15'[ AA Walled mketo HAD 0445 kI414tpID ALffiesendisseterdt mm.704 14414.14a. PIA ligee m.ou 4'44 4'4"4 uunrvmomrm m 444'4't"' k4PIN - xqt 444475".1444 SISAtit' .x n 4o.e fry , RoHS 111.1 2/20/2015 Power Optimizer I SolarEdge Monitoring Portal Login I Alliance Program English(North America) Search Flow Us CORPORATE SOLUTIONS PRODUCTS 'r0 ORDER SERVICE MEDIA to CL u. Hal 2 ,. . ., OP !w w !!' r o . h ' - - . ems 0 Power Optimizer Inverter Monitoring Power Optimizer Pee--", "a- 1' 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 badibonat solar luncdon box. The SolarEdge power optimizers increase energy oulpul from PV systems by constantly tracking the award maximum power point (MPPT) of each module individually. Furthermore, Me power oplimizers monitor the performance of each module and communicate performance data to the SolarEdge monitoring portal for enhanced,oostctectve module-level maintenance.Each power optimizer is )OV equipped with the unique SafeDCTe feature which automatically shuts down modules'DC voltage whenever Me inverter or grid power is shut down i. The MPPT per module allows for flexible installation design with multiple orientations,tills and module types in the same eking. When working with SolarEdge Inverters,SolarEdge power optimizers automatically maintain a fixed string voltage,allowing installers even greater flexibility with longer stings and strings of different lengths in order to design optimal PV systems. The SolarEdge power optimizers are compatible with c-Si and thin-film modules and have a 25 year wananty. The following power optimizer models are evadable: PSedes Kebab Aald-On Power Oohmizere Connected by installers to the PV morale arm compatible with a wide range of modules Power Optimizer P Model P300 ilModule Power I Module Voc �j 5300W Ic48V P400 I s4o0W <BOV P405 I5405W I a125V I : OoWload daa5heet PSerlos ConmercIel Power Oftlhnlror Commercial solwon connecting two modules per power optimizer Ir Power Optimizer Model I Module Power Module Voc I P600 ._ _.. __..l<600W' _._. I <96V P700 SII 700W_ I <125V •Rated combined STC power of 2 modules connected in series.Module of up to+5%power tolerance allowed. Download datasheet htp:/Avow.sdaredge.ts/groups/us/powabwe-power-optimizer 1/2 2/2012015 Paver Optimize I SdarEdge Feature highlights of SolarEdge Power optimizers: Per-module Maximum Power Point Tracking(MPPT) Superior efficiency(99,5%peak efficiency,98.8%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 pedonnance measurement Automatic module DC voltage shut-down for installer and firefighter safety Embedded by module manufacturers,or connected by installers to s-Si and Nin-gim modules selvedge Technologies Inc.OAP Rights Resumed Canters I Contact I Sob¢dbe I RSS Feeds I Terms&Conditions http://www.solaredge.uslgroups/us/powerbox-power-cPtimizer 2/2 STRUCTURAL MOWERS"_ 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: 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, sHar4 iPAUL Eli; � RUCTURAL ? i Paul Zacher,SE- President No.50100 i `CISTEH 4' \SabNN.s. GIP 4'10/2024 8150 Sierra College Boulevard,Suite 150 • Rasevke,CA 95661 • 916.961.3960 P • 916.961.3965 • www.pzse.cam 13/52 Rail Zone 1 Span Chart Exposure Wind Grovod Snow load Speed 0psf 10psf 2opsf 30psf 4opsf 50psf 60psf TOpsf 83psf 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 6.s 7.0 60 5.5 5.0 45 4.0 40 33 110 9.5 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 35 Category 120 9.D 8.5 7.0 60 5.5 5.0 45 4.0 4.0 35 B 130 8.0 8.0 7.0 60 _ 5.5 5.0 4.5 40 4.0 35 140 7.5 7.5 65 6.0 5.5 5.0 45 4.0 4.0 3.5 150 7.0 7.0 6.5 6.0 5.5 5.0 45 4.0 4,0 3.5 160 7.0 7.0 6.5 6.0 5.5 50 45 4.0 4.0 3.5 Exposure Wind Speed 0•if 10psf 20psf aa of 40 psi 50•sf 60sf 70•Sf 80•sf 9D osf Exposure Wind Sed 0•sl 10 ovf 20 int 30 os f 40• f Soosf 60• f 70•sf 80•sf 90•sf 85 30 85 7.0 10 Q SA 4-55 14.9 J'. -_p69 MIME I00 Q 8.0 70 6.0 53 5.0 a'. "4A:.: .1L0 MEM I10 EliThin 70. -: SO [F? RE S•404M ' a 6trgary 133 7A ,-0 6.: ... 6A11.11MINIIIIIEBENIMEIP,3.0,14;FTIRIFEBIN O 130 65 6S 45" "60 $3... 5.0nilliniiiikaiTrAiiiiiiiii 340 6.0 6A WM 35 '3II....111011111111ErnificiiirCAINEENE 150 ".INEE31111111MIF Unita E$ 7.XS ?:. 5+ ._T� 160 ©® 54 55 5.0 Warta' • The table above ONLY includes 13-52 rail capacity check.It dues not include roof capacity check b. Wind importance factor per ASCE7-05 c. Topographic factor,kzt k 1.0 J. Maximum mean roof height is 30 ft. e. Average parapet height is 0 ft f Roof pitch Is between 7 degree and 27 degree g. Maximum solar panel weight'is 6D lbs h. Height of solar panel is between 2"and 10•"to roof r Deflection criteria of L/60 per AC428 Section 4.3 I The wind speeds above re ASO 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 seismk design category E or less m. Maximum cantilever is 113 13/52 Rall 2one 2 Span Chart Exposure Wind Ground Snow toad Speed Opsf 10psf 20psf 10 psi 40psf 50psf 60psf 70psf 80 psi 90Vcl 85 8.5 40 7.0 6.0 55 5.0 43 4.0 4.0 33 100 73 7.5 7.0 6.0 5.5 SA 45 40 4.0 3.5 110 7.0 7.0 6.5 6.0 53 5.0 4.5 40 4.0 3.5 dtegory 120 €5 6.5 63 5.5 5.0 5.0 4.5 40 4.0 15 ▪ 130 6.0 6.0 60 53 5.0 4.5 45 40 4.0 3.5 140 5.5 5.5 55 5.5 5.0 4.5 45 40 4.0 3.5 150 5.0 5.0 5.0 5.0 5.0 43 4.5 4.0 4.0 15 1150 5.0 5A 5.0 5.0 5.0 43 45 40 4.0 3.5 Expowre !]Lim 0.51 to. 20 of 300 40 psf 50.. CO• 70.. 80..f 90 • fxpowre Opsf 10.. 20•sl 30•sf b. 50•. ®• 70. 80• 90 5 a Etb3 ,..iT�" Gt` s �. �.r 35 YTIlisr M..3afw: :wi raw _6RPN 1k..9aiX04norm Cali�lY'Ra ILIA iffIF!=£ 4ky=42R '1a ±Ali® WIMP lisLTFil ff/a7W MIME ..1 its SEIM 7.441W3E. . as Erni§ 3s 111.711Wala in RAW 3s . - 166 NEM flit.. 40 $ ii d..:.t "1:0' 3.5 • The table above ONLY includes 13-52 rail capacity check.It does not include roof capacity check b. Wind importance factor per ASCU-05 • Topographic factor,kat"u 10 d. Maximum mean roof height IS 30 ft • Average parapet height is Oft f Roof pitch is between 7 degree and 27 degree R. Maximum solar panel weight Is 60 lbs h. Height of solar panel Is between T'and UT to roof i. Deflection criteria of V60 per AC420 Section 4.3 ]. 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. Thespar length applies to a seismic design category E or less m. Maximum cantilever Is 1./3 13/52 Rail Zone 3 Span Chart Exposure Wind Ground Snow load Speed Opsf 10psf 20psf 3opsf 40psi SO psi 60 mf PO pa 80psf 90psf 85 63 65 6.5 6.0 55 5.0 4.5 4,0 4.0 3.5 300 to 6D 6.0 5.5 5.0 43 45 4.0 AO 3.5 110 53 55 55 53 5.0 4.5 45 4.0 4.0 3.5 Category 1.20 5.0 SD 5.0 5.0 5.0 4.5 45 4.0 40 3.5 B 130 5.0 5.0 5.0 5.0 5.0 45 4.5 4A AO 3.5 140 45 4.5 4.5 45 4.5 45 43 4.0 4.0 35 150 4.0 Ao Ao 4D 40 40 4.0 4.0 40 3.5 160 4.0 4.0 40 4.0 4.0 4.0 4.0 4.0 40 3.5 Exposure FA OPsf 10• f 20 30 psi 40• I SO• f go• 211• go... 90• Exposure IN O.cr 10•sf 20•. 30. f 40.sf 50.sf 60. 70. f 80 f 90.9 .. . _. ":" - - - - T71� '. 1�'T ' "774111/2311_KGs.: i73i ioti Flt snr; ,. _ - Prr`> a $Irrwv' 4F. ?` 'Aya' iP.I c a6�= - -ViEr311 &a re CM 11 a. The table above ONLY includes 13-52 Ail capacity check.It does not include roof capacity check b. wind importance factor per ASCETOS Topographic factor.kat is 1.0 d. Maximum mean roof height R 30ft. e. Average parapet height:Ott L Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 60 lbs h. Height of solar panel Is between T'and 10 10 roof I. Deflection criteria of 460 per AC428 Section 43 i. mewind speedsabove are ASD values k Mounting Systems,Inc Strongly recommends a maximum span of feet,but in any case,not to exceed the maximum span indicated nn the mart L The span length applies to a seismic design category E or less m. Maximum cantilever Is 113 CrIMI Man go MEE. Igo um a ECM 4949Y.9L WYy9yy�� 930 OE:11P COP MEMW allarninlinIMISEMITnrilninIMIONEM 7 �_ ®_ Minn 4 ®LO = =EMI -= 11 az A ® amtram NIMMIN 110 ®NMIPm ® MEM anim an= no NIManning ®fl Eltaiain 0 99J