Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Building Permit #649-2016 - 137 WEYLAND CIRCLE 11/24/2015
% BUILDING PERMIT ®� 'o oT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit No#: `"� Date Received '!s °Rareo / �SSgcHus�� Date Issued: `> IMPORTANT: Applicant must complete all items on this page P {Lti©CATIIONI _ V. ! . C'•V - Mut }RR'OPEj 4V 71{1NNE.R? � ► M , �100CY mr Sfruc � S 4^MAPS _ __ PARCEL_ � _ GZ®NINGIDIST.RIC,T �1Hi- rciA rict� tiyes E _— �Macl ine Shop�villag�jy_es n', TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building One family i ❑Addition ❑ Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: j ❑ Demolition ❑ Other ±®Wate(r/ ewer- j DESCRIPTION OF WORK TO BE PERFORMED: V'SA a.lk Solar :PaAeA( nn h) M6 e� X x i -Vono �-e- v' �co �r� w Vwx �0 YACIt cb i u6 <-V Melon Dar, I;s mXcd A- - Identification- Please Type or Print Clearly OWNER: Name: &n +o Vvw wow Phone: 4 le- � eg- t5CS Address: V7>1 q - a4Cont acfor4N}amet. _�+�C�i k� _ _1P;hon0 ' _It ESuper�uisorr s FC'oristr�u'ct®n IL cense 1~S 6.1(� gyp.$1 fRN-1, '9mem IHrovement� License_ $ p, k. l� - �4�..� � ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$92.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ X)i 0 Qb FEE: $_ ' ,QAI Check No.: 1 Me) Receipt No.:7, 11D NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund n ;�ignatureofrAgent/Ovvner, : ' ' ' Sigriature'ofcoritracto"r Plans Submitted ❑ Plans Waived.❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Pennanent Dwnpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF e U FORM i PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS e ' CONSERVATION Reviewed on Siqnature COMMENTS HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Manning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: Located '. 384 Osgood Street itIRI RE DEPARNMENt =J! emp�Dumpsternon _ te^ %r5-q—atKdj:qt 12_4Main,�StreetF. r'e��(Department�si'gnatur�e/date COWENTtS� r Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANCER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) i I it ❑ Notified for pickup Call Email I Date Time Contact Name I Doc.Building Peni it Revised 2014 7 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits o Building Permit Application o Workers Comp Affidavit o Photo Copy Of H.I.C. And/Or C.S.L. Licenses o Copy of Contract o Floor Plan Or Proposed Interior Work L3 Engineering Affidavits for Engineered products DOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks o Building Permit Application o Certified Surveyed Plot Plan o Workers Comp Affidavit o Photo Copy of H.I.C. And C.S.L. Licenses o Copy Of Contract ❑ Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (if Applicable) ❑ Mass check Energy Compliance Report (If Applicable) o Engineering Affidavits for Engineered products 10TE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) o Building Permit Application o Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses o Workers Comp Affidavit o Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) o Copy of Contract ❑ Mass check Energy Compliance Report o Engineering Affidavits for Engineered products IOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2014 t � U1jQ zw-J � Location No. �C,( Date 1! 2-4 • - TOWN OF NORTH ANDOVER ®e, Certificate of Occupancy $ Building/Frame Permit Fee $ZA Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check# 2 .-1, 730 Building Inspector NORTH Town of �� Andover K. ver, Mass, L)Iftw�m O lA4c. 1, COC KIC MI WICK V AORATIE s BOARD OF HEALTH Food/Kitchen PER L D Septic System THIS CERTIFIES THAT .......... ..... ... .. ... ... ......... �1 BUILDING INSPECTOR . . .. . ... ... has permission to erect ........... buildings on ..� .. ��... . W Foundation Rough to be occupied as ...! *. ... ... � .. !! ....... .*. . Chimney provided that the person accepting this perm) shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIO Rough Service ........................ ... .................................................. Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Buildinz Rough Display in a Conspicuous Place on the Premises --Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. ' The Commotffaealth ofMarsachuseta Departft:ent ofIndustrialAccidents Office of Investigadans ' 1 Congress Street, Suite 100 Boston,MA 02114-2017 2017 www inass.gov/dia Workers'Compensation Insurance Affidavit:Buildelrs/Contractors/Electricians&lumbers Atip.Licant I forlmatinn Please Print Legibly Name(flusincss(grganizationt'lndividual). SolarCity Corp. TTT„ Address: 3055 Clearview Way I City/Statefzip: San Mateo CA. 94402 Pbone#:888-765-2489 Are you an employer?Check the appropriate box: - Type orproject{requirrti}: 1.2 l am a employer with 5,000 4. n 1 ant a general contractor and 1 empluyeds(full andlorpart-time),. have hired she sub-contractors 1�1eFt'construetian 2.El am a sole proprietor or partner- listed on the attached sheet. 7. []Remodeling ship and have no employees Theso sob-contractors have g. []Demolition Demolition working for me in any capacity, employees and have workers' owarkers' oo corn irt5urant~e t 9. ©Building addition [N comp. insurance P� required.) 5. �] We are a corporation and its 10.x]Electrical repairs or additions 3.0 1 aln a homeowner doing all work officers have exercised their 11,E]Plumbing repairs or additions trtybolf.. jKo wor3 ers' comp. A811toi excalptiotl lief 1'Vi,VL p 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees.tWoworkers' 13R)Other Solar/PV comp. insurance required.] *Any applicant that checks boxfl f must also fill out the section below showing their%Yorkers'eampcasation policy information. t Homeowners who submit this affidavit indicating they are doing all vmrk and then hire outs'sdo contractors crust submita new affidavit indicalingsuch, 3Nfamoors that check this box must attached on additional sheet showing the Hama of tAc sub•contractass oral str:tc whether or not those entities have employees. Ifthe subcontractors have employees,they must provide their workers'comp policy number. tam an employer titer is providing workers'compensation.insurance for my employees. Below is flee policy arid Job site information. Insurance Company Name: Zurich American Insurance Company Policy#or Sc1[-ins.l ic.#: WC0182015-00 Expiration Date: 9/1/2016 Job Site Address: Clun[d1 U. CitylStatraip:T �(�vQ�r d 1�44� Af#ttch a copy of the workers' cofnpensatiant policy declaratiau page(showing the policy number and expiration date). Fa'tlum to secure coverage as required under Section 2.5A of MGL c, 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 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. Be advised that a copy of this statement may to forwarded to the Office of Investigations of the DIA for insurance+;overage verification. I do hereby cert fythepains and penakies gfperjary that the information provided above is true and correct Si ' Ata Date: 1� Phgne U. [lf,�iciul ase only, Leo not write in this area,to be cantpleted by city or toren 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: PEsone#; 7 DATE(M1ANUodrYYYY) A�O CERTIFICATE OF LIABILITY INSURANCE 0811 7120 1 6 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL. INSURED,the policy(ies)must be endorsed. If SUBROGATION 1S 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). CONTACT PRODUCERNAMt:;_.._....._.............. ._... ... .._......... . FAX ... .. .... ... .............-. ._. MARSH RISK& INSURANCE SERVICES PHONE 345 CALIFORNIA STREET,SUITE 1304 _{AX._l0_ExllL_......._........_. .. ... ... ..... . . ..,......i tA!c,Noj:. ......... ......... ................... CALIFORNIA LICENSE NO.0437153 E-MAIL SANFRANCISCO,CA 94104 _ADt1R€�5:. ..... .............. ... ...... .. ........... .... ........... ........ ......... ........T............................ Atln.Shannon Scott 415-743-8334 INSURER(S)AFFORDING COVERAGE „....,...,.t.. NRIC# 998301-STND-GAWUE-15.16 INSURER n;Zurich American Insurance Company 116535 INSURED INSURER 8!NIA ;NIA SolarCity Corporation NIA.. .... ... 3055 Clearview Way INSURER c,:NIA +....._. ..... ..... .. ... San Mateo,CA 94402 INSURER.D:American Zurich Insurance Company 140142 INSURER E: +.......... .. INSURER r: COVERAGES CERTIFICATE NUMBER: SEA-002713836.08 REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT 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. _.._..... ............................. . ............- ... ..._._r....._..................._.._._.. .. ., .................. ...... ...... A6 -s-bBR T POLICY EFF . POLICY EXP.T. LTR TYPE TYPE OF INSURANCE POLICY NUMBER M!D Y M 1 DIYYY LIMITS A X COMMERCIAL GENERAL LIABILITY iGL0018241604 0910112015 `0910112016 _EACH OCCURRENCE S 3,440,004 DAiNAGE TO RENTED '6OO,OIHI CLAIMS-MADE X OCCUR I I PREMESES(.E.aoccugence]_..,*,S 3, . ....� 5004 X SIR:8250,000 MEDEXP.......... y o .._..._...... f...i . .............. ................._............. ........... I PERSONAL&ADV NJUR......._.5.. .......... ........._. _ person) � ..3,000,004 GEN'LAGGREGATE LIMIT APPLIES PER f GENERAL AGGREGATE S 6,000,400 I PRO- 6,000,000 I PRODUCTS-COMPIOP AGG;S 6,000,400 F i POLICY: ;JECT �... . , S OTHER A AUTOMOBILE LIABILITY TAP0182017.04 09/0112015 09101/2016 COMBINED SINGLE LIMIT $ 5,000,000 XANY AUTO BODILY INJURY iPer person) 3 �.... X ':ALL OWNED }( SCHEDULED BODILY INJURY(Per accicdent):S �.. ..i AUTOS X r.... AUTOS pN OVuNED ~�ROPERT(DAMAGE 'HIRED AUTOS x_ AUTOS F Peraccdent}. .... . .... .....+.. .. ...... .. 1 r :COMPICOLL DED_ s $5,000 UMBRELLA uA6' I EACH OCCURRENCE S }......a OCCUR r. ............................ ...... +. ........ .. EXCESS LIA6I CLAIMS MAL1E' AGGREGATE I.3.. .......... _ T'... .,... .........1. ...� .....---......__.i r.. ....... . DED RETENTIONS D ]WORKERS COMPENSATION WC0182014.00(AOS) ;0910112015 0910112016 X y PTAT,, .;..... t RH..�.... A AND EMPLOYERS'LIABILITY YIN ,4VC0t82015.00{MA) 09101/2015 09!0112016 F E.L EACH ACCIDENT s to00,000 ANY PROPRIETORIPARTNERIEXECUTIVE � ' �. . OFFICER/MEMBER EXCLUDED N 'NrA;' f 1,000,000 (Mandatory In NH) I SWC DEDUCTIBLE:$5110,004 E L DISEASE-EAE MPLOYEF S _._........_._.. ... . ...... .E . It yes,describe under E L DISEASE-POLICY LIMIT I S 1,'604,000 DESCRIPTION OF OPERATIONS below i i DESCRIPTION OF OPERATIONS I LOCATIONS]VEHICLES (ACORD 101,Additfonal Remarks Schedule,maybe attached 11 more space is required) Evidence of insurance. CERTIFICATE HOLDER CANCELLATION SolarCity Corporalion SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Cleap iew Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 99402 ACCORDANCE WITH TI4E POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services Charles Marmolejo 01988-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014144) The ACORD name and logo are registered marks of ACORD . . - - Office of Consumer Affairs and Business Regulation S 10 Park Plaza Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3/8/2017 ASTRID BLANCO -- 3055 CLEARVIEW WAY - -- SAN MATEO, CA 94402 Update Address and return card.Mark reason for change. SCA 1 0 26M-65!11 (] Address [1 Renewal iJ Employment F� Lost Card � f`��c•�rnrrnnrrrrc'u�/�cf ti/Ilcr„ur�rr;c/% —office of Consumer Affairs&Business Regulation y•� g License or registration valid for individul use only .OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation - Registration: 168572 Typo: 10 Park Plaza-Suite 5170 <' Expiration: 3/812017 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION ASTRID BLANCO 24 ST MARTIN STREET BLD 2UNl &Pie MMI-BOROUGH,MA 01752 Undersecretary Not valid without signature t I I f j/Ir r i1r .,ir ji r,0'+ rll�fr -� Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3/8/2017 . DAN FONZI 24 ST MARTIN STREET BLD 2UNIT 11 -- -- ---- MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. Address i:] Renewal ❑ Employment .`_� Lost Card -face of Consumer Affairs&Business Regulation License or registration valid for individul use only '1,14OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: r" Office of Consumer Affairs and Business Regulation Registration: 168572 Type: 10 Park Plaza-Suite 5170 Expiration: 3/8/2017 Supplement Cerd Boston,MA 02116 SOLAR CITY CORPORATION DAN FONZI _ 3055 CLEARVIEW WAY — SAN MATED,CA 94402 Undersecretary Not valid without signature ur :'a.xx�i :.'f31r•..,•y3 Rc3ulsUc.-�..r:s.�ta-�--�� . - ,;cense CS-1D1687 DANIEL D FONZ= 15 KELLEY RD = WKMYNGTON 1GIA 01887 G<xmncc�nr* 0 8/1 3120 1 6 r t I Version#53.4-TBD PIL November 19, 2015 OF RE: CERTIFICATION LETTER Project/Job# 0183142 �A� Project Address: Conway Residence 137 Weyland Cir NO,SM? North Andover, MA 01845 AH] North Andover SAL SC Office Wilmington Design Criteria: -Applicable Codes = MA Res. Code, 8th Edition,ASCE 7-05, and 2005 NDS - Risk Category = II -Wind Speed = 100 mph, Exposure Category C -Ground Snow Load = 50 psf - MP1: Roof DL= 11 psf, Roof LL/SL= 32.5 psf(Non-PV Areas), Roof LL/SL = 17.5 psf(PV Areas) - MP2A: Roof DL= 14 psf, Roof LL/SL = 32.5 psf(Non-PV Areas), Roof LL/SL= 17.5 psf(PV Areas) - MP2B: Roof DL= 11 psf, Roof LL/SL = 32.5 psf(Non-PV Areas), Roof LL/SL= 17.5 psf(PV Areas) - MP3: Roof DL= 14 psf, Roof LL/SL= 32.5 psf(Non-PV Areas), Roof LL/SL = 17.5 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.33365 < 0.4g and Seismic Design Category(SDC) = C < D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation, I certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. This review relies on the roof's structural system having been originally designed and constructed in accordance with the building code requirements and having been maintained to be in good condition. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the ASCE 7 standards for loading. The PV assembly hardware specifications are contained in the plans submitted for approval. Additionally a summary of the structural review is provided in the results summary tables on the following page. Digitally signed by William A. Eldredge Jr. William A. Eldredge, P.E. Date:2015.11.19 Professional Engineer 10:46:09-05'00' T: 888.765.2489 x58636 email: weldredge@solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com A i,CA C.L6. b.L..,!"Ii Ll-804 i,cel 11L 06W7i$3,(XX t.C- IC 14.,6,ar,.ii-rtl,;;::8b. If C'7 ,A;ll;; 16K:1 1.,M[}M1'fl;i284^6,1:./lel'✓11G�1�lrti(Jt%. CiH CC:e�..J "38,pjl i 43,YX-: U-.2/886,WA C-T' ±dL Version#53.4-TBD *sPIL .r>Ws,,So1arG'ty. HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landscape Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPI 64" 24" 39" NA Staggered 63.1% MP2A 64" 24" 39" NA Staggered 63.1% MP2B 64" 24" 39" NA Staggered 63.1% MP3 64" 24" 1 39" 1 NA I Staggered 1 63.1% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPI 48" 20" 65" NA Staggered 78.7% MP2A 48" 20" 65" NA Staggered 78.7% MP2B 48" 20" 65" NA Staggered 78.7% MP3 48" 20" 65" NA Staggered 78.7% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MP3 Stick Frame @ 16 in.O.C. 400 Member Impact Check OK M112A Finished Attic @ 16 in.O.C. 400 Member Impact Check OK MP2B Stick Frame @ 16 in.O.C. 400 Member Impact Check OK MP3 Finished Attic @ 16 in.O.C. 400 Member Impact Check OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 3055 Clearview Way San Mateo,CA 94402 T(650)638-102.8 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ..aa?,t .,r.CJ�43 re„sOn.C.QE_, .GI140"-.'V.1H,CC i 4K, ".I014w.'Ji:14"C' I,r.<^.i,fs:91 C',29J..,a ri1:.:.IfI_bMN1041.-., ,.b,�4_N,t 130 1 C 7E0.nk'. py,CCB e3498.PA `:'q43,I Ai:ricr s,.sor.:..:. i { w .._.__.._. _ i.STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- M01 Member Properties Summa . MP1 Horizontal MemberSpans Rafter Pro ernes Overhang 1.16 ft Actual W 1.50" Roof System Pro ernes San 1 16.91 ft Actual D 9.25" Number of Spans w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 13.88 in A2 Re-Roof No Span 4 S. 21.39 in.^3 Plywood Sheathing Yes San 5 xx 98.93 in.^4 Board Sheathing None Total Rake Span 23.59 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 1.00 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 13.75 ft Wood Grade #2 Rafter Slope 400 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 10/12 Initial Pitch 44just Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.31 14.4 psf 14.4 psf PV Dead Load PV-DL 3.0 Psf x 1.31 3.9 psf Roof Live Load RLL 20.0 psf x 0.70 14.0 psf Live/Snow Load I LL SL1,2 50.0 psf x 0.65 j x 0.35 32.5 psf 17.5 psf Total Load(Governing LC I TL 46.9 psf 1 35.8 sf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)pg; Ce=0.9,Ct=1.1, I5=1.0 Member Design Summa (per NDS) Governing Load Comb CD CL + CL - CF Cr D+S 1.15 1.00 1 0.24 1 1.1 1 1.15 Member Ana! sis Results Summary Governing Analysis Pre-PV Demand FiVDemandj Net Im act Result Gravity Loading Check 1244 psi 983 psi 0.79 Pass I, CALCULATION Of DESIGN WIND LOADS - MPI Mounting Plane Information Roofing Material Comp Roof PV System Type ' SolarCity SleekMountT"" Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 400 Rafter Spacing _ 16"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standin Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 100 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height I h 1 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor KA 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 20.6 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC (Down) 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure pp= qh(GC) Equation 6-22 Wind Pressure U _ .19.6 psf _ Wind Pressure Down 18.0 Psf` ;ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary_Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -316 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 63,1% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 20" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -394 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff NrnaM/Capacity DCR 78.7% ;STRUCTURE ANALYSIS - -LOAD ING SUMMARY AND MEMBER CHECK - MP2A Member Properties Summary MP2A Horizontal Member Spans Rafter Pro erties Overhang 1.16 ft Actual W 1.50" Roof System Pro 'erfies. San 1 17.68 ft Actual b 9.25" Number of Spans w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 13.88 in A2 Re-Roof No Span 4 SX 21.39 in.^3 Plywood Sheathing Yes San 5 1 m98.93 in.^4 Board Sheathing None Total Rake Span 24.59 ft TL Defl'n Limit 120 Vaulted Ceiling Yes PV 1 Start 10.50 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 18.17 ft Wood Grade #2 Rafter Sloe 400 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing Full PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 10/12 InitialPitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.31 18.3 psf 18.3 psf PV Dead Load PV-DL 3.0 psf x 1.31 3.9 psf Roof Live Load RLL 20.0 psf x 0.70 14.0 psf Live/Snow Load LL SL'z 1 50.0 psf x 0.65 1 x 0.35 32.5 psf 17.5 psf Total Load(Governing LC TL I50.8 psf 39.7 psf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Cj(IS)pg; Ce=0.9,Cr=1.1, I5=1.0 ` Member Design Summa (per NDS Governing Load Comb CD CL + CL CF Cr D+S 1.15 1.00 1.00 1 1.1 1.15 Member Anal sis Results Summary Governing Analysis Pre-PV Demand, Post-PV Demand Net Impact Result Gravity Loading Check 1474 psi 1322 psi 0.90 Pass i I I a ;CALCULATION OF DESIGN WIND LOADS - MP2A Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTm Spanning VentsNo Standoff Attachment Hardware Comp Mount Type C Roof Slope 40° Rafter Spacing _ _ 16"O.C. Framing Type Direction Y-Y Rafters Purlin_Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standing Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V100 mph Fig. 6-1 . ... ............ Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Krt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 20.6 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC wn 0.88 Fig,6-11B/C/D-14A/B Design Wind Pressure pp = qh (GC ) Equation 6-22 Wind Pressure U u .19.6 psf — Wind Pressure Down 18.0 Psf ,ALLOWABLE STANDOFF SPACINGS _ X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV_Assembly.Dead.Load _ W-PV_. ._ __ _.. __3 0 psf..._..._.. Net Wind Uplift at Standoff T-actual -316 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 63.1% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 20" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -394 lbs Uplift Capacity of Standoff . .. T-allow 500 lbs Standoff Demand/CapadDCR 78.7% V w ,,STRUCTURE' IS - LOADING SUMMARY AND MEMBER CHECK - MP2B Member Properties Summary MP2B Horizontal Member Spans Rafter Pro erties Overhang 1.16 ft Actual W 1.50" Roof System proernes San 1 11.17 ft Actual D 9.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 13.88 in.^2 Re-Roof No Span 4 S. 21.39 in.^3 Plywood Sheathing Yes San 5 xx 98.93 in.^4 Board Sheathing None Total Rake Span 16.10 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 2.67 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 7.83 ft Wood Grade #2 Rafter Slope 400 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Fuil PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Em;n, f 510000 psi Member Loading mary Roof Pitch . 10/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.31 14.4 psf 14.4 psf PV Dead Load PV-DL 3.0 psf x 1.31 3.9 psf Roof Live Load RLL 20.0 psf x 0.70 14.0 psf Live/Snow Load LL SL'2 50.0 psf x 0.65 1 x 0.35 32.5 psf 17.5 psf Total Load(Governing LC TL 46.9 psf 35.8 Psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(IS)pg; Ce=0.9,Ct=1.1, I5=1.0 Member sign Summa (per NDS Governing Load Comb I CD CL + CL - CF Cr D+S 1 1.15 1.00 1 0.36 1 1.1 1.15 Member Analysis Results Summary Governin..Analysis Pre-PV Demand I _ jPost-PVDemand1 Net Im act I Result Gravity Loading Check 538 psi 446 psi 0.83 Pass ' I li I Y J 'CALCULATION OF DESIGN WIND LOADS - MP2B Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 400 Rafter Spacing 16"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing ,X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standin Seam/Trap Spacing SM Seam Only NA Wind-Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 100 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Heicjht h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor KA 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 _Table 6-4 Importance Factor I 1.0 Table 6-1 I'I Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 20.6 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down), GC (Down) 0.88 Fig,6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC ) Equation 6-22 - Wind Pressure U -19.6 psf Wind Pressure Down 18.0 psf ;ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV _ 3.0 psf, Net Wind Uplift at Standoff T-actual -316 lbs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity D 63.1% X-Direction Y-Direction Max Allowable..Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 20" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -394lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacky DCR 78.7% I ,STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP3 Member Properties Summary MP3 Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof Systern Pro ernes San 1 11.29 ft Actual D 9.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A13.88 in.^2 Re-Roof No Span 4 S. 21.39 in.^3 Plywood Sheathing Yes San 5 I 98.93 in.^4 Board Sheathing None Total Rake Span 16.25 ft TL Defl'n Limit 120 Vaulted Ceiling Yes PV 1 Start 4.00 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.67 ft Wood Grade #2 Rafter Sloe 400 PV 2 Start Fb 875 si Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing Full PV 3 End Em;,, 510000 psi Member Loading mary Roof Pitch ' 10/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.31 18.3 psf 18.3 psf PV Dead toad PV-DL 3.0 psf x 1.31 3.9 psf Roof Live Load RLL 20.0 psf x 0.70 14.0 psf Live/Snow Load LL/SL 1,2 50.0 psf x10.65 I x 0.35 32.5 psf 17.5 psf Total Load(Governing LC TL 1 50.8 nsf 39.7 ps . Notes: 1. ps=Cs*pf; Cs-roof, Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(IS)pg; Ce=0.9, Ct=1.11 I5=1.0 Member Design Summa (per NDS Governing Load Comb CD CL + CL CF Cr D+S 1.15 1.00 1.00 1 1.1 1.15 I Member Anal sis Results Summary Governing Analysis Pre-PV Demand Post-PV Demand Net Impact Result Gravity Loading Check 595 psi 470 psi 0.79 Pass r i 4 .0ESIGN-WI- ND LOADS - MP3 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope400 "O.C. Rafter Spacing 16Framing Type T e Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standin Seam/Trap Spacing SM Seam Only NA WindDesign-Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 100mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof StyleGable Roof Fig.6-11B/C/D-14A/B Mean Roof Heigh_t h 25 ft Section 6.2 Wind Pressure Calculation Cpefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor KA 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 20.6 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC wn 0.88 Fig,6-11B/C/D-14A/B Design Wind Pressure p p= qh (GC ) Equation 6-22 Wind Pressure U� ---- u -19.6 Psf Wind Pressure Down 18.0 Psf rALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff, T-actual -316 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 63.1% X-Direction Y-Direction Max Allowable Standoff_Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 20" _ _ NA _ Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -394 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 78.7% lil it DocuSign Envelope ID:635B3A35-5B40-4EEA-BEFO-5D7809F3206E SolarCity I PPA Customer Name and Address Installation Location Date Christopher Conway 137 Weyland Cir 11/16/2015 137 Weyland Cir North Andover,MA 01845 North Andover,MA 01845 Here are the key terms of your Power Purchase Agreement $0 12eOO � 20%im System installation cost Electricity rate g;kWh Agreement T&arm CC GC Initial here_� Initial here............................ DS The SolarCity Promise CC •We guarantee that if you sell your Home,the buyer will qualify to assume your Agreement. ........................................................................ Initial here....._..................._.__. -We warrant all of our roofing work. Ds •We restore your roof at the end of the Agreement. CC •We warrant, insure, maintain and repair the System. .................................................................................................................................................................................................:............ Initial here_ •We fix or pay for any damage we may cause to your property. •We provide 24/7 web-enabled monitoring at no additional cost. •The rate you pay us will never increase by more than 2.90%per year. •The pricing in this Agreement is valid for 30 days after 11/16/2015. Your SolarCity Power Purchase Agreement Details Your Choices at the End of the Initial Options for System Purchase: Amount due at contract signing Term: •At certain times,as specified in $0 •SolarCity will remove the System at no the Agreement,you may Est.amount due at installation k" cost to you. purchase the System. $0 •You can upgrade to a new System with •These options apply during the 20 the latest solar technology under a new year term of our Agreement and Est.amount due at building inspection contract. not beyond that term. $0 .You may purchase the System from Est.first year production SolarCity for its fair market value as 8,080 kWh specified in the Agreement. •You may renew this Agreement for up to ten(10)years in two(2)five(5)year increments. 3055 Clearview Way, San Mateo, CA 94402 1888.765.2489 solarcity.com 1316253 Power Purchase Agreement,version 9.1.0,November 11,2015 SAPC/SEFA Compliant Contractors License MA HIC 168572/EL-1136MR Document generated on 11/16/2015 ••� Copyright 2008-2015 SolarCity Corporation,All Rights Reserved 1. DocuSign Envelope ID:635B3A35-5B40-4EEA-BEFO-5D7809F3206E y. 1 23. NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR their entirety and I acknowledge that I have received a TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE complete copy of this Power Purchase Agreement. DATE YOU SIGN THIS CONTRACT. SEE EXHIBIT 1,THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN Customer's Name:Christopher Conway EXPLANATION OF THIS RIGHT. 24. ADDITIONAL RIGHTS TO CANCEL. DocuSigned by: IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL Signature: THIS PPA UNDER SECTION 23,YOU MAY ALSO CANCEL THIS PPA AT NO COST AT ANY TIME PRIOR TO Date: 11/16/2015 COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 25. Pricing The pricing in this PPA is valid for 30 days after Customer's Name: 11/16/2015. If you don't sign this PPA and return it to us on or prior to 30 days after 11/16/2015,SolarCity reserves the right to reject this PPA unless you agree to our.then Signature: f current pricing. Date: Power Purchase Agreement SolarCity - approved Signature: Lyndon Rive, CEO Date: 11/16/2015 Pa-wer Purchase Agreement,version 9.1..0:November 1.1..2015 � �■ ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. I CURRENT 6. CIRCUITS OVER 25OV TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 25O.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 69O.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING P01 POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W. WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES PV5 THREE LINE DIAGRAM Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: North Andover REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: National Grid USA (Massachusetts Electric) * * * * * * * * CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: JB-0183142 00 PREMISE OWNER: DESCRIPTION: DESIGN: HRISTOPHER Thremaine Johnson CONTAINED SHALL NOT BE USED FOR THE CONWAY,, CONWAY RESIDENCE �=��,, � BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: w "1 olar '�y NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 137 WEYLAND CIR 6.76 KW PV ARRAY ►�, PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: NORTH ANDOVER MA 01845 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive,Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (26) TRINA SOLAR # TSM-26OPDO5.18 PAGE NAME: SHEET: REV: DATE: Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T. (650)638-1028 F: (650) 638-1029 PERMISSION of SOLARCITY INC. SOLAREDGE SE6OOOA—USOOOSNR2 (978) 688-1505 COVER SHEET PV 1 11/19/2015 (886)—SOL-CITY(765-2489) www.solarcity.com PITCH: 40 ARRAY PITCH:40 MP1 AZIMUTH:221 ARRAY AZIMUTH: 221 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 40 ARRAY PITCH:40 MP2 AZIMUTH: 131 ARRAY AZIMUTH: 131 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 40 ARRAY PITCH:40 137 Weyland Cir MP3 AZIMUTH:221 ARRAY AZIMUTH: 221 MATERIAL: Comp Shingle STORY: 2 Stories (E)DRIVEWAY Front Of House M AC i '- LEGEND ,i L'�-_ J (E) UTILITY METER & WARNING LABEL Inv INVERTER W/ INTEGRATED DC DISCO Cal & WARNING LABELS rq a © DC DISCONNECT & WARNING LABELS AC AC DISCONNECT & WARNING LABELS Q DC JUNCTION/COMBINER BOX & LABELS Mp O DISTRIBUTION PANEL & LABELS a ST U URE LOAD CENTER & WARNING LABELS g Lc z,/or D B w.a DEDICATED PV SYSTEM METER VOLLIA11MA. it �=U STANDOFF LOCATIONS aOFtWW NM 50037 � CONDUIT RUN ON EXTERIOR -- CONDUIT RUN ON INTERIOR GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED ; William A.Eldredge Jr. ' INTERIOR EQUIPMENT IS DASHED Digitally signed by L_ Date:2015.11.19 SITE PLAN 10:46:40-05'00' STAMPED & 'SIGNED Scale: 3/32" = 1' FOR STRUCTURAL ONLY 01' 10' 21' x 5 CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: JB-01 83142 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BEE USED FOR THE CONWAY, CHRISTOPHER CONWAY RESIDENCE Thremaine Johnson SolarCit BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �- NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 137 WEYLAND CIR 6.76 KW PV ARRAY A, Y I'��S PART TO OTHERS OUTSIDE THE RECIPIENT'S NECTION NTH MODULES NORTH ANDOVER, MA 01845 THE SALE AND USE POF ITHE N CRESPECTVIE (26) TRINA SOLAR # TSM-260PDO5.18 1 24 St. Martin Drlre,Building 2, Unit it SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE Marlborough, MA 01752 �LEERMISSION OF SOLARCITY INC. INVERTER: 978 688-1505 T: (650)638-1028 F. (650)638-1029 SOLAREDGE SE6000A—USOOOSNR2 ) SITE PLAN PV 2 11/19/2015 (BBB)—SOL-CITY(765-2489) wwwsolarcity.aam ti (E) COLLAR TIE (E) KNEE WALL S1 S1 4- 16'-11" lu—11 b 1T-8' —11 (E) LBW (E) LBW H SIDE VIEW OF MP1 NTS D SIDE VIEW OF MP2A NTS MPl X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 1 24" 1 STAGGERED WA X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" 1 STAGGERED PORTRAIT 1 48" 1 20" RAFTER 2X10 @ 16"OC ROOF AZI 221 PITCH 40 STORIES:2 PORTRAIT 48" 20" ARRAY AZI 221 PITCH 40 RAFTER 2X10 @ 16"OC ROOF AZI 131 PITCH 40 STORIES:2 ARRAY AZI 131 PITCH 40 C.7. 2x8 @16"OC Camp Shingle C.7. 2x8 @16"OC Comp Shingle (E) COLLAR TIE (E) KNEE WALL S1 S1 VWUJAM� Ilk (E) LBW (E) LBW C SIDE VIEW OF MP26 NTS ��� STAMPEDSIGNED ONLY D SIDE VIEW OF MP3 NTS MP26 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 20" PORTRAIT 1 48" 20" RAFTER 2X10 @ 16"OC ROOF AZI 131 PITCH 40 STORIES: 2 RAFTER 2X10 @ 16"OC ROOF AZI 221 PITCH 40 STORIES: 2 ARRAY AZI 131 PITCH 40 ARRAY AZI 221 PITCH 40 C.I. 2x8 @16"OC Comp Shingle L C.]. 2x10 @16"OC Comp Shingle CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: JB-0183142 00 CONTAINED SHALL NOT BE USED FOR THE CONWAY, CHRISTOPHER CONWAY RESIDENCE Thremaine Johnson �;,,So�arCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'.� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 137 WEYLAND CIR 6.76 KW PV ARRAY PART ORGANIZATION. GONERS OUTSIDE THE RECIPIENTS MODULE: �' NORTH ANDOVER MA 01845 THE AS TALE AND USEEOF PT ITHE RESPECTIVEN CONNECTION �TM (26) TRINA SOLAR # TSM-260PD05.1815i�v 24 St. Martin Drive, Building zUnit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME REN. DATE: T: (650)Marlborough,36-102F:A01752 (650)636-1029 PERMISSION of SOLARCITY INC. SOLAREDGE SE6000A—USOOOSNR2 (978) 688-1505 STRUCTURAL VIEWS 3 11/19/2015 (BBB)—SQL-CITY(765-2469) www.solorcity.com UPLIFT CALCULATIONS PV MODULE SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS 1 LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT ( ) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH ZEP COMP MOUNT C POLYURETHANE SEALANT. ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE (1) (4) PLACE MOUNT. (E) ROOF DECKING (2) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER (6) BOLT & WASHERS. (2-1/2" EMBED, MIN) (E) RAFTER STANDOFF CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: J B-0183142 00 BENEFIT OF ANYONE EXCEPT PREMISE OWNER. DESCRIPTION: DESIGN: CONTAINED SHALL NOT EPT SOLARCITY INC.,USED FOR THE CONWAY, CHRISTOPHER CONWAY RESIDENCE Thremaine Johnson SO�a�C� 1} . MOUNTING SYSTEM: 137 WEYLAND CIR NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type c 6.76 KW PV ARRAY WA., Y PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES NORTH ANDOVER, MA 01845 THE SALE AND USE OF THE RESPECTIVE (26) TRINA SOLAR # TSM-260PD05.18 24 St. Martin Drive, Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE: Marlborough, MA 01752 ,PERMISSION OF SOLARCITY INC. INVERTER: 978 688-1505 T. (650)6,36-1028 F: (650)638-1029 SOLAREDGE SE6000A—USOOOSNR2 ( ) UPLIFT CALCULATIONS PV 4 11/19/2015 (888)—SOL—CITY(765-2489) www.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number: G3030MB1200 Inv 1: DC UngroundedINV 1 - 1SOLAREDGE #SE6000A-USOOOSNRLABEL: A (26)TRINA SOLAR GEN 168572 ( ) � - ODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:13444978 Tie-In: Supply Side Connection Inverter; 60 0W, 240V, 97.5 ; w Unifed Disco and ZB,RGM,AFCI PV Module; # TSM-260PD05.18 #OW, 236.9W PTC, 40MM, Black Frame, H4, ZEP, t000V ELEC 1136 MR Underground Service Entrance INV 2 Voc: 38.2 Vpmax: 30.6 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL E 20OA/2P MAIN CIRCUIT BREAKER (E) WIRING BRYANT Inverter 1 Load Center CUTLER-HAMMER 200A/2P 4 Disconnect 3 SOLAREDGE IDC+ - - A SE6000A-USOOOSNR2 DC- MP1,MP2: 1x15 35A/2P B FEDr---------------------- ------------Utqs------------------ A I tt I I B L2 DC+ I I N DG 1 2 I (E) LOADS o r_ ____ GND _--____-_____-______-__-- ' GEC ---TNE DG C+ MP2,MP3: 1x11 Q GND __ EGC--- --------------------- ------------- G -----------------t� 1 N I (1)Conduit Kit; 3/4" EMT - _J o EGC/GEC_ z � � I I I I 1 f - GEC-r- 1 TO 120/240V 1 1 SINGLE PHASE I I UTILITY SERVICE I I _ I I I I I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP (2)Gro ,1d Rod 4 (1)BRYANT # BR48L125SGP (26)SOLAREDGE NP300-2NA4AZS POI 5y8 x 8, C per Load Center, 125A, 120/24OV, NEMA 1 AC PowerBox Optimizer, 30OW, H4, DC to DC, ZEP DC -(2)ILSCO / IPC 40-#6 -(1)CUTLER-HAMM #BR235 1 AWG Solid Bare Copper Insulation Piercing Connector; Main 4/0-4, Tap 6-14 Breaker, 35A/2P, 2 Spaces nd ( ) #6 PP SC SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE 6 (1)CUTLER-HAMMER #DG222URB -(1)Ground Rod; 5/8" x 8', Copper AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Disconnect; 60A, 24OVac, Non-Fusible, NEMA 31? N ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION N0. 2, ADDITIONAL - (1)CUTLER-HAMMER 1)G ound/�Neutral KitD60°100A, General Duty(DG) ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE (1)AWG #6, THWN-2, Black (1)AWG #8, THWN-2, Black (2)AWG #10, PV Wire, 60OV, Black Voc* =500 VDC Isc -15 ADC ® (1)AWG #6, THWN-2, Red O L`L(1)AWG #8, THWN-2, Red O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=11 ADC (1)AWG #6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=25 AAC (1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=25 AAC . . . . _ . . . (1)Conduit Kit;.3/4".EMT. . . ... . . . . . . . . . . -(1 AN . . . . . . . . . . . . . #6..Solid Bare.Copper. GEC. . , -(1)Condu(t.Kit;.3/4'.EMT. . . . . . . . . . . . . . . . .-(1)AWG#8,.TFIWN-2,.been . . EGC/GEC (1)Conduit.Kit;.3/4'.EMT. . . . . . . . . . (2)AWG #10, PV Wire, 600V, Black Voc* =500 VDC Isc =' '15' ADC (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=8.07 ADC (1)Con0uit Kit; 3/4" EMT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL - THE INFORMATION HEREIN ,�NUMBER: JB-01 83142 00 �� ■ CONTAINED SHALL NOT BE USED FOR THE CHRISTOPHER CONWAY RESIDENCE Thremoine Johnson IQImt, �arC�ty. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: CONWAY, �'� � NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 137 WEYLAND CIR 6.76 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES, NORTH ANDOVER MA 01845 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (26) TRINA SOLAR # TSM-260PDO5.18 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAG:NAME SHEET: REV: DATE: Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. INVERTER. T. (650)638-1028 F: (650)638-1029 SOLAREDGE SE6000A-USOOOSNR2 (978) 688-1505 THREE LINE DIAGRAM PV 5 11/19/2015 (888)-SOL-CITY(765-2489) www.solorcity.com Label Location: WARNING:PHOTOVOLTAIC POWER SOURCE Label ' Label • - • WARNING WARNING Per Code: Per Code: Per ..- NEC 690.31.G.3ELECTRIC SHOCK HAZANEC RD ELECTRIC SHOCK'• HAZARD DO NOT TOUCH TERMINALS THE DC CONDUCTORS OF THIS NEC '• Label • •n: TO BE USED WHEN PHOTOVOLTAIC DC LOAD SIDES MAY BE ENERGIZED UNGROUNDED ANDINVERTERIS Per Code: •- 1N THE OPEN POSITION MAYBE ENERGIZED UNGROUNDED• . . NEC DISCONNECT .•0 Label- • PHOTOVOLTAIC POINT OF -• D . NOPer ••_ - MAXIMUM POWER-_A _ WARNING: ELECTRIC SHOCK POINT CURRENT(Imp) Code: HAZARD. DO NOT TOUCH NEC •• 690.54 MAXIMUM POWER- V 690.53 BOTH THE LINE AND LOAD SIDE MAXIMUM SYSTEM V ' MAY BE ENERGIZED IN THE OPEN VOLTAGE(Voc)_ POSITION: FOR SERVICE SHORT-CIRCUIT_A DE-ENERGIZE BOTH SOURCE .CURRENT(Isc) AND MAIN BREAKER. PV POWER SOURCE MAXIMUMAC;� A OPERATING_CURRENT MAXIMUM AC V Label • •Per OPERATING VOLTAGE WARNING ..- ELECTRIC SHOCK HAZARD 690.5(C)•0 IF A GROUND FAULT IS INDICATED NORMALLY GROUNDEDLabel • - CAUTION -• DUAL POWER SOURCEPer Code: SECOND SOURCE_IS 690.64.B.4 PHOTOVOLTAIC SYSTEM Label • • Per Code: Label ELECTRICAL SHOCK HAZARD • • DO NOT TOUCH TERMINALSNEC 690.17(4) CAUTION' • _• TERMINALS ON BOTH LINE AND Per •• LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM IN THE OPEN POSITION CIRCUIT1S BACKFEDNEC 690.64.B.4 DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT Label • • WARNING -. Per Code: Label INVERTER OUTPUT • PHOTOVOLTAIC AC4.13.7 coNNEcrION • • DO NOT RELOCATE THIS OVERCURRENT Conduit DISCONNECT (AC):AC Disconnect Code:NEC � DEVICE Combiner :. (D): Distribution Panel (DC): DC Disconnect Label Location: (IC): Interior Run Conduit MAXIMUM AC A 'C) (POI) Integrated DC Disconnect OPERATING CURRENT Per •• (LC): Load •-• Center MAXIMUM AC OPERATING VOLTAGE VNEC •• 0.54 (M): Utility Meter (POI): Point of Interconnection • • • • • 3055 Clearview CA• • a • i • • ..- ; i • • • • • • d • o � '�rSOlafClty ZepSolar Next-Level PV Mounting Technology '',,SOlarGty ZepSolar Next-Level PV Mounting Technology Zep System Components for composition shingle roofs . • iF '.f a e. Leveling Foot roof OrouM Yep Intettoak &y sdc atxrsvn) w i.owungwee "- Part No.850-1172 -- _" ETL listed to UL 467 Zep Cowatlble-PV Module a • __ -a Zep Groove Goof Atta"ent Array Skirt _ ..r�.... Comp Mount Part No.850-1382 Listed to UL 2582 Mounting Block Listed to UL 2703 GOMPq Ted Description I, Q rFc/ v PV mounting solution for composition shingle roofs 0 Works with all Zep Compatible Modules Ompp� Auto bonding UL-listed hardware creates structural and electrical bond • Zep System has a UL 1703 Class"A"Fire Rating when installed using modules from any manufacturer certified as"Type 1"or"Type 2" Interlock Ground Zep V2 DC Wire Clip �L LISTED Specifications Part No.850-1388 Part No.850-1511 Part No.850-1448 Listed to UL 2703 Listed to UL 467 and UL 2703 Listed to UL 1565 • Designed for pitched roofs • Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and UL 467 • Zep System bonding products are UL listed to UL 2703 • Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices • Attachment method UL listed to UL 2582 for Wind Driven Rain Array Skirt,Grip, End Caps Part Nos.850-0113,850-1421, 850-1460,850-1467 zepsolar.com zepsolar.com Listed to UL 1565 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zap Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. Document#800-1890-001 Rev A Date last exported: November 13,2015 2:23 PM Document#800-1890-001 Rev A Date last exported: November 13,2015 2:23 PM • solar=ve solar=@@SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer - _--_�}—�-T--��---�— P300350 PV P400 'I Module Add-On For North America (for 60-cell PV (for 72-ce11 PV (for 96-cell PV I modules) modules) modules) P300 / P350 / P400 • 'INPUT Rated Input DC Power• 300 _ 350 400 w ..... .. .................... ... Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc I ............. .......... ........ .... .......... .. I MPPT Operating Range 8-48............. 8 60 .,.....8 80 Vdc • Maximum Short Circwt Current(Ise) I 10 .. . Mawmum DC Input Current I 12.5 Adc .... ...... ........................................ .............................. ..... ......... ..... ............. ...... ............ Maximum Efficiency 99 5 % ........ ........... ... ....._. .............. .. ....... ......... ....... ........ ............. .............. . ....... ........... Weighted Efficiency 98.8 % Overyoitage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Mawmum Output Current l is Adc ............ ....... . ...... .. ........ ....... Maximum Output Voltage 60 Vdc _... • _ OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) I . Safety Output Voltage per Power Optimizer STANDARD COMPLIANCE - I 4 .. .... . I 0 .0..6.3.......... ............... safety ..... ...... . .......... C (classll.safety)UL1741 .. RoHS Yes . I I INSTALLATION SPECIFICATIONS I _ Maximum Allowed System Voltage I 1000 .Vdc Dimensions(W xLx H) ..141 x 212 x 40.5/555 x.8.34 x 1.59 mm/In Weight(mcluding cables).._...... . ... ................i. .. ...... 950/2:1....... gr/Ib Input Connector MC4/Amphenol/Tyco Output Wlre Type/Connector Double Insulated:Amphenol . OutRutwlrengt Leh........ .... ....I. 0.95/30 I ....1.2.(.39..... m/ft Operating Temperature Range 40 +85/-40 +185 Protection Raring IP65/NEMA4 RelativeHumidity........................................................................................I...0 100 % R.-5rC power of tM module M-11 of uP to 15%power,olcrancc allowed. PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE THREE PHASE THREE PHASE INVERTER 208V 480V PVpower optimization at the module-level Minimum String Length(Power Optimizers) 8 10 18 .......................... ......... ..... Up to 25%more energy ... ..... ... .... ... Maximum String Length(Power Optimizers) 25 25 50 Maximum Power per String 5250 6000 12750 W Superior efficiency(99.5%} .................. ..... .. ........ Parallel Strings of Different Lengths or Orientations Yes Mitigatesall types of module mismatch losses,from manufacturing tolerance to partial shading ............................... .... ........ Flexible system design for maximum space utilization Fast installation with a single bolt l __-��� ----- -- - ��--- --- - ------ - Next generation maintenance with module-level monitoring Module-levet voltage shutdown for installer and firefighter safety rC E 00� i USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us ws � b All THE Virimmount MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC unit:mm Peak Power Wafts-P-(Wp) 245 250 255 260 941 Power Output Toieronce-P..(%) 0-+3 THE n Maximum Power Voltage-Vme(V) 29.9 30.3 30.5 30.6 O u t o JUNCTION W ■■■ � X I o Maximum Power Current-l-(A) 8.20 8.27 8.37 8.50 NAMEFLaTE u, Open Circuit Voltage-Voc(V) 37.8 38.0 38.1 38.2 - o Short Circuit Current-tsc(A) 8,75 8.79 8.88 9.00. INSfPLLWG NOLE .... _. .. MODULE S Module Efficiency qm(%) 15.0 15.3 15.6 15.9 STC:Irradiance IOOO W/m'.Cell Temperature 25°C.Air Mass AM1.5 according to EN 60904-3. Typical efficiency reduction of 4.5%at 200 w/m'according to EN 60904-I. ,0 0 _.. ELECTRICAL DATA @ NOCT Maximum Power P-MID) 182 186 190 193 60 CELL Maximum Power Voltoge-VMv(v) 27,6 28.0 28.1 _ 28.3 I MULTI`/.RYSTALLINE+MODULE:.. 604-HOUNDING HOLE Maximum Power Current-ImrP(A) 6.59 6.65 6.74 6.84 v v'a A A WITH TRINAMOUNT FRAME ,z-auweOLE --.`- �OpenCircatVoltage(V)-Voc(V) 35.1 35.2 35.3 35.4 Short Circuit Current(A)-Isc(A) 7.07 7.10 7.17 7.27 NOCT:Irradiance at 800 W/m',Ambient Temperature 20°C,Wind Speed I m/s. 245- 6 PD05.18 812 180 Back view POWER OUTPUT RANGE MECHANICAL DATA �--� Solar cells Multicrystalline 156 x 156 mm(6 inches) - Fast and simple to install through drop in mounting solution x g I� g Cell orientation 60 cells(6 101 1650 x 992 x 40 mm 64.95 x 39.05 x 1.57 inches Module dimensions 1 1 1 c7o f Weight 21.3 kg(47.0 lbs) MAXIMUM EFFICIENCY Glass 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass A-A `Backsheet White Good aesthetics for residential applications _ - Frame Black Anodized Aluminium Alloy with Trinamount Groove I-V CURVES OF PV MODULE(245W) l J-$ox - IP 65 or IP 67 rated P--o�" fl g Photovoltaic Technology cable 4.0 mm'(0.006 inches'), //y ------------.-..... .__.. ....-- ---.._..------- ------ -_.-- ------ Cableslo.-. -- 1200 mm(47.2 inches) POWER OUTPUT GUARANTEE4100w/m�- - Fire Rating Type 8W -- Highly reliable due to stringent quality control w 6.- -6WWjm • Over 30 In-house- Rests(C✓,TC,HF,and many-role; 2 s As a leading global manufaCtwei � • In-house tesling goes well beyond Certification reQuire`r)enfs u 4'I° OBW/nn� TEMPERATURE RATINGS MAXIMUM RATINGS Of:next ire eiat on photovoltaic 3m 20ow/m� Nominal Operating Cell Operational Temperature -40-+g5°C prod UCtS we b +hve lose 2.m 13w ----•-.� __ _. Temperature rating(NOC44°C(+2°C) Cooperofio, will o Ir partners t40 -- '-"-- 1 - - Maximum System 1000VDC(JEC) { IS Cr1tiCCl to SVCCess. With local o.m -"- Temperature Coefficient of P- -0.41%/°C Voltage;: 1000V DC(UL) o.. to.- 20.- 30- 40.E presence.aroind'-he globe,Trina-STemperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating 15A able to protide,exceP Tonal.service Voltage(V) erin each rnarkei Certified to withstand challenging environmental tTemperdtureCoefticientarttsc 005%1°C 1")each c...<> .. and supplernent our`nnovatjve, conditions rc[able products with the backing • 2400 Pa wind load I o:Trina as a trona,bankable WARRANTY partner- We are cornrnitteC 400 Pa snow load 10 year Product Workmanship Warranty to bu llaing strctegic,rnuduclly tacineficic collaborationwitF �2SyeartinearPowerWarran�y. Installers,developers,distribitors (Please refer to product Warranty for details) a arid otner pa 'lets as the backbone il aur shared sic ess in CERTIFICATION G ..Ina Sn,,ad Energy Toge net= LINEAR PERFORMANCE WARRANTY PACKAGING CONFIGURATION I 10 Year Product Warranty •25 Year Linear Power Warranty `LOTED aSPDG Modules per box:26 pieces w TrinSolar Limited a �"""` """."""-`-"_""` i ww.trinasoIar.cern -.t00% Modules per 40'container:728 pieces Addt/canal val ;.; ue from T, a aoM i ANEr v9o%- CAUTION: o% fn Salar's linear n o wa!!a /y • CAUTION.READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. pIMP41, Er 62014 Trina Solar Limited.All rights reserved.Specifications included in this datasheet ore subject to N,vc �m '6SOC�r O 80% ��� ��r change without notice. Smart Energy Together rears s to I5 20 zs Smart hneigy Together AeaNPP-O _. ... Tnn:'and,,.rc fincfustiystaudard i THE VM mount MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA d STC unit:�mm --� Peak Power Watts-PMAx(WP) - 250 255 260 265 94 ' 1 Power Output Tolerance-PMAx(%) 0-+3 THE To - - Maximum Power Voltage-VMP(V) 30.3 _ 30.5 _ 30.6 30.8 JUNRION QD • .... _.,. BO% i .Maximum PowerCurrent (A) 8.27 8.37 8.50 8.61 ronamount "A"1PI"TE I Open Circuit Voltage-Voc(V) 38.0 38.1 38.3 0 _ 38.2 _.. € 4g'"1z Short Circuit Current-Isc(A) 8.79 8.88 9.00 910 INSTALLING NGiE , Module Efficiency rl-(%) 15.3 - 15.6 15.9 16.2 , MODULE STC:Irradiance 1000 W/m',Cell Temperature 25°C.Air Mass AMI.5 according to EN 60904-3. Typical efficiency reduction of 4.5%at 200 W/m2 according to EN 60904-1. I` • o 0 _... ELECTRICAL DATA @ NOCT 6 i ■ Maximum Power-PMAx(Wp) 186 190 193 197 L L Maximum Power Voltage-VwIV) 28.0 28.1 28.3 28.4 I MILTJRY T 1LINE MODULE D LE °EE Maximum Power Current-IM (A) 6.65 6.74 6.84 6.93 PD05.18 A A Open Circuit Voltage(V)-Vac IV) 35.2 35.3 35.4 35.5 WITH TRINAMOUNT FRAME °PAN G,E - -.. I I Short Circuit Current(A)-Isc(A) 7.10 7.17 7.27 7.35 1 I I NOCT:Irradiance at 800 w/m'.Ambient Temperature 20°C,wind Speed 1 m/s. I 812 180 . C}- , W Back view MECHANICAL DATA POWER OUTPUT RANGE Solar cells Multicrystalline 156 x 156 mm(6 inches) 1 i Fast and simple to install through drop in mounting solution - ,Cell orientation 60 aeo:(6 x 1o), Q" - Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) j o Weight 19.6 kg(43.12 lbs) _ ■ e f -- Glass3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass MAXIMUM EFFICIENCY - _ f Backsheet While i Frame Black Anodized Aluminium Allo Good aesthetics for residential applications - umum y J-Box IP 65 or IP 67 rated tlr- Cables Photovoltaic Technology cable 4.0 mm'(0.006 inches'), , ���/// VVV1200 mm(47.2 inches) �°� .. ....... ....._ ................... ..... ._...._.._._. I-V CURVES OF PV MODULE(260W) f .... POSITIVE POWER TOLERANCE Connector H4Amp henol s.oa 3000wm . L.__ �_- fire Type 7 o UL 103 Type 2 for Solar City Highly reliable due to stringent quality control _ _ _ e as aoow ms • Ovei 30 in-house tests (UV, 1C.HI,and many n)orel oo - fi5 a leading global .anufoCruf er • In-house testing goes well beyond cert*tICOTIOn rf3C)UiFG rI E ntS = 600 sa°w ms TEMPERATURE RATINGS MAXIMUM RATINGS a;next gerierot:on photovoltaic s.00 • PID resistant products,we.believe Close o 4.00 Nominal Operating Cell Operational Temperature 40-+85°C GCGel CtTOn with our pct"nets 3.� __ _� Temperature(NOCT) Maximum System 1000V DC(IEC) ,J IS critical to success with local zoo wr^'- Temperature Coefficient of'PMAx0.41%/°C: ;Voltage 1000V DG(UL) presence around the globe,T ring is 10° able to provide eXCepi'onal service o.. Temperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating 15A to each c ustorrer in each market Certified to withstand challenging environmental ° 10 20 30 40 so Temperature Coefficient of Isc 0.0517/1C --_ • and sup;?lementour innovative, COndltlan5 V°.'.M reliable products with the backing • 2400 Pa wind load G`Trina as a Strang,bankable 0 • 5400 Pa snow load WARRANTY partner. We arecam[Yutted CERTIFICATION 10year Product Workmanship Warranty tG bU'Ia1Lg strategic,mutually beneficial'colic)boration with 25 year Linear Power Warranty installer developers,disitibitois 11,, n a G Y� u5 SP� (Please refer to product warranty for details) Q and other p T;tner.rt_the backbone or our shared success in � r i dr'VirlcssYlartEnergy TGgether. LINEAR PERFORMANCE WARRANTY „� PACKAGING CONFIGURATION °o M-u EV-1b-E 10 Year Product Warranty•25 Year Linear Power Warranty Modules per box:26 pieces z Trino Solar Limited .. -. .. .._ __.i VJ;*lW t:if`-t:SCI::€.CGnI v_00% t ModuleVs per 40'container.728 pieces ti W_�___•__-., ..- r �1d(yi}la .. 90% k - Value from rrrna Sot Ir's linear ,p worrantY CAUTION READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT, G°MPAT Y!�(T� ("�I/'�1r r7 80% - fR- � ��� • 62015 Tnna Solar Limited.All rights reserved.Specifications included in this dofasheet ore subject to iR LT lJ a.t ` voumsolar change without notice. Smart Energy Together Years 5 to is zo 2s Smar:Energy-Together gepOZ Trinasrandard n InJu-.try,cs'tdard I �a Y �iF l • solar=90Single Phase Inverters for North America s o ® •I a r r • SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE1000OA-US/SE1140OA-US _AE3000A-US SE3800A-US SESOOOA-US SE6000A-US SE7600A-US SE10000A-US SE11400A-US SolarEdge Single Phase Inverters OUTPUT _ 9980 @ 208V Nominal AC Power Output 3000 3800 5000 6000 7600 11400 VA .. ... ..... ......... ... ..... .... ...........,.... ................................................ .................10000.X24 ......................... Max.AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V I 12000 VA For North America ........................................... ................ ............. .. .5450.@?44y.................. .................10950.@?4o� AC Output Voltage Min.-Nom.-Max.i'I ✓ i SE3000A-US/ SE3800A-US/ SE5000A-US/SE6000A-US/ 1.....208:..Z....a�..................... ................ ................................................ .................................. ............................. AC SE7600A-US/SE10000A-US/ SE11400A-US 211-24 -264ageMin:Nom.-Maxt'I 211-240-264 Vac ........................ ................ ............... .I............... ................................. ................................... ............................. AC Frequency Min:Nom.Max. 59.3 60 60.5(with HI country setting 57 60 60.5) Hz ......................... ............. ... ..... 24 @ 208V � i 48 @ Max.Continuous Output Current 12.5 16 25 32 47.5 A .. .. 208V.................. ................ ... ........ .. . .... ..... ?.@.24oy...:........ ....... ................I.. az @ zaov...l ... -�' GFDI Threshold 1 q..... Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes INPUT `"• everter�= Mawmum DC Power(STC) 4050 5100 6750 8100 10250 I 13500 15350 W ` 2 Transformer less Ungrounded ...........Yes.... .... ................. ......... ...... ...... .. ......... m ��rrifL .. ... .... .......... .............. ... .. .... ... �¢2i5 Max.lnput Voltage S00 Vdc Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc 16.5 @ 208V I................ . ............... Max Input Current"'u1...... . ...... ....9.5. ..I ....13. ....L 15:5.@.240V..� .. ..15... ..I .... 23... ..7..3Q:5.@.240V . ......34......... ...Adc.. . 1` - --- Max.Input Short Circuit Current 45 Adc Reverse Polarity Protection Yes Ground-Fault Isolation Detection 600ku Sensitivity ............ Maximum Inverter Efficient ..................................... . .. ..9?:?r......1.1...98:2.... .... ?8'3.......... 98.3.... I.......98................98..... .. . .. 98 97.5 @ 208V 97 @ 208V - ^- -- � CEC Weighted Efficiency 97.5 98 97.5 . .I 97.5 I 97.5 ..................... .... .... ..... ... ... .......... . ..... ..... ..9$.@.240V... .97 5.@..240V.. ...... ... . . .. .. . Nighttime Power Consumption <2.5 14 W _, _...._._.. ADDITIONAL FEATURES i. Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) - ........................................ ...... ... ... _ ............................ ............... ................. ... .. ................ .... ... Revenue Grade Data,ANSI 012.1 O tionall'i ...... .... .......... ... ............. .......... ..... .. ................ .. . ..... .......I. .. ... . I Rapid Shutdown-NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed(4) STANDARD COMPLIANCE _ Safety, UL1741,UL1699B,U �. .... ................. .............. .. ... ........... ... .......... L1998,CSA 22.2. ................. .. ..................... Grid Connection Standards IEEE1547 ............... ..... ... ......... - Emissions ....FCC art15 class B...................... ..... ................... ...... INSTALLATION SPECIFICATIONS ' 4,: AC output condwt size/AWG range 3/4"minimum/16-6 AWG 3/4"minimum .... ........ ....... ....... .. ... . " ( DC input conduit size/#of strings/ 1 3/4"minimum/1-2 strings/ ................. 3/4"minimum/1-2 strings/166AWG 146AWG ,. ....... ..... ... ........... ........ ..... ..... Dimensions with Safety Switch 30.5 x 12.5 x 7.2/775 x 315 x 184 30.5 x 12.5 x 10.5/ in/ ..(HxWxD)................................ ........................ 775 x 315 x 260 mm .� Weight with Safety Switch 51.2/23.2 54.7/.24.7 88.4/40...1 Ib/kg ..................... ................. .. ....... .............. ........... ..... . .. ....:.. ...... ......... . ... . . ... . b/ ... (�.3. ����Natural � F convection Cooling Natural Convection and internal Fans(user replaceable) fan(user rlceale..)..) The befit choice for SolarEdge enabled sys�m� epab .......... ..................... .... ... ......... . . .. ............. .... .............. .. .. .. .... . . ........ ... ........... ...... . . . ................... Noise ... 25 . 50 dBA • Integrated arc fault protection(Type 1)for NEC 2011690,11 Compliance .... ........................... ........... .... . ........ ... <Min.Max.Operating Temperature -13 to+140/ 25 to (-40 to version availableisl) 'F/'C Superior efficiency{ BRA Range. Protection Rating NEMA 3R .. Small,lightweight and easy to install on provided+bracket ................ ..... ......... . .. .................. .............. ................................ ...... ............... ... ............. ... Ir)For other regional settings please contact SolarEdge support. "" Built-fn module-level monitoringt�A higher current source may be used;the inverter will limit its input current to the values stated. "'Revenue grade inverter P/N SEx-A-US0001,11,112(for 760OW nverter SE7600A US002NNR2) �y Rapid shutdown kit P/N SE1000-RSD-SI. °'• Internet connection through Ethernet Wireless isi-40 version P/N SExx _US000NNU4(for 76M inverter SE7600A-US002NNU4). Outdoor and indoor installation _ Fixed voltage inverter,DVAC conversion only I - Pre-assembled Safety Switch for faster installation - Optional-revenue grade data,ANSI C12.1 sunaec r USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us