Loading...
18 BAY VIEW AVE - BPA-16-1313 SOLAR P,10 PiO� I:0 P 2� 3 The Commonwealth of Massachusetts 4 Board of Building Regulations and Standards CITY OF ({� / Massachusetts State Building Code,780 CMR SALEM Revised Mar 2011 v Building Permit Application To Construct, Repair, Renovate Or Demolish a r One-or Two-Family Dwelling �Q This Section For Official Use Only Building Permit Number: Date Applied: 1 , Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION � Property Addv;:eW Q v Q 1.2 Assessors Map&Parcel Numbers Lla Isthis an accepted street?yes - no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq fu Frontage(II) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Private❑ Zone: Outside Flood Zone?Check if yes[] Municipal❑ On site disposal system ❑ SECTION 2: PROPERTY OWNERSHIP' 2'' °x9li0omas`fially Salem MA 01979 Name(Print) - City,State,ZIP 18 Bay View Ave 9785678763 Rogsnrse55@yahoo.com No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Constructi Existing Building❑ Owner-Occupied ❑ 1 Repairs(s) ❑ 1 Alteration(s) ❑ 1 Addition ❑ Demolition ❑ 1 Accessory Bldg.❑ Number of Units Other ❑ Specify: Brief es ription of Proposed Work': SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only Labor and Materials) 1.Building $),ojoq -!�)O 1. Building Permit Fee:$ Indicate how fee is determined: 2.Electrical b03 ZQ ❑Standard City/Town Application Fee $ ❑Total Project Cost'(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Suppression) Total All Fees:$ eu.p Check No._Check Amount: Cash Amount:_ 6.Total Project Cost: $C(I I 0 Paid in Full 11 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1Construction Supervisor License(CSL) loa; l. i ��(IG PA)e— License Number Exprmtion ate N - f. gicr U Il /uj List CSL Type(see below) No.mid inset ` Type Description �t U unrestricted2 Family (Buildings u el ing cu.ft. City own,State,ZIP I l(, ut R M Restricted l&2 Fami1 Dwelling M Mayo RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances Insulation Telephone Email address D Demolition 5.2 Registered Home lmpro(Xem`�e;n� t Contractor(HIC) 17U i "ar HIC Registration Number Expirations Date HIC Company Nan r,�1IC R rstrank Nam �( r11r�,,n (� r tT��C@ r /A No.and Street a _tU' -Q g y�)Vl A r•(DLt �)ry u� t Email address Ci /Town,State,:ZIP _6jt7, `'It� —/ Telephone/�� SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes .........irr-' No.....,,......❑ SECTION 7s:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES.FOR BUILDING PERMIT � i I/\' 1,as Owner of the subject property,hereby authorize .. )A& Q.L.I'. - to act on my behalf,in all matters relative to work authorized by this building permit application. Thomas Nally �, .4 11/3/16 Print Owner's Name(Electronic Signature) Date SECTION 7b:OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Print O er7s or Authorize(TAgent' Name(Electronic Signature) I Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at AAA.mass.gov/oca Information on the Construction Supervisor License can be found at 3nnL.m1Ls.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" The Commonwealth ofMassachusens Department of Industrial Accidents I Congress Street,Suite 100 Boston, MA 02114-2017 wow.mass.gov/dia \Porkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/P[umbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Leeith Name(Business/Organiration/Individuap:Vylnt Solar Developer LLC Address:1800 W Ashton Blvd City/State/Zip:Lehi,UT 84043 - Phone#:855-877-2974 Are you an employer?Check the appropriate beat Type of project(required): I I.�✓ I am a employer with 254 employees(full stator pan-time).• 7. ❑New construction 2.❑I am a sole proprietor ur partnership and have no employees working for me in S. ❑Remodeling any capacity.INo workers'comp,insurance required.) 3Q 1 am a homeowner doing all work myself,[No warkors'cot p,insurance required.]� 9. ❑Demolition 4.❑I era a homeowner and will be hiring contractors to conduct all work an my property. 1 will 10❑Building addition ensure(het all contractors citha have workers'compensation insurance or are sole 11.0 Electrical repairs or additions proprimon with oo employees. 12.❑Plumbing repairs or additions i❑1 am a general contractor and I have hired the soh-contractors listed on the se attached sheet. 13.�Roof repairs The sub:contraclors have employees and have workers'romp.insurance. 6.❑we me a corporation and its officers have exercised their right of exemption per MGL a 14.❑Other 152,¢I(4),and we have no employees.(No workars'comp.insumnce required.] *Any applicant that checks box 0I most also fill out the section below showing their workers'compensation policy inf5mmulion. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tConmclors that cheek this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have • cnployces. If the sub-comrach rs have employees,they must provide their workm comp.policy number. I am an employer char is providing workers'compensation insurance for my employees. Below is the policy andjob site informalon. Insurance Company Nome:Marsh USA Inc Policy#or Self-ins.Lic.#:WC509601302 Expiration Date:11/0112017 Job Site Address: ` a gC1� y ` Q'W QyQ City/State/Zip: I C1 VA hn Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement rosy be forwarded to the Office of Investigations of the DIA for insurance coverage verification. . I do hereby celow under th and penalties of perfnry that the information provided above is true and correct. Sienawy: Z-1 ' .... Date: Phone#: --Ze i Official use only. Do not write in this area,to be completed by city or town q icial. City or Town: PermitfUcense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/rown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: ti �f�P 1Y7927JL4??4!lJP!?'��lL �i�Oi�'GIZCfdGYrPr�d Office of Consumer Affairs andBpsiness 12egulation 10 Park Plaza-Suite 5170 Boston, Massachusetts 02I1.6 Home Improvement Contractor Registration T t• ROAIStrABom 170848 Type: Au'pplement CeM E otra800: 102018 VIVINT SOLAR DEVELOPER LLC, KYLE GREENS 3301 N TFIANKSGIVING WAY SUItSsoI}. - LEHI;UT84043 MpdateAdtl a andreturn earl malt meson for eeanam scat s eeMp'✓4i f Addrl ss 0 Renewal Emyleymant D Fart Card 4 * IV ssachu$etts - Deportment of Pubfic Safety i3oaird of SuIldina Regulations and :S a-ndards do t Ucense, CS-108068 KYLE GREENE 44 MAIN STREET ` North Reading Ate. 0 ,: Expiration 0112116` 11 Ow , q CERTIFICATE OF LIABILITY INSURANCE � ,n`MD"s°""" 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((es)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT MARSH USA INC. NAME: 122517TH STREET,SUITE 1300 PHONE a ac No: DENVER,CO 80202-504 - ao11AIL Attn:Denver.CertRequest@marsh corn I Fax:212-948-4381 - INSURE 3 AFFORDING COVERAGE NAICk INSURER A:Axis Specialty Europe INSUREDMvint Solar,Inc: INSURER B:Zurich American Insurance Company 16535 Mvint Solar Developer LLC INSURER c:American Zurich Insurance Company 40142 Vivint Solar Provider LLC INSURER 0:N/A N/A 3301 North Thanksgiving Way,Suite 500 Lehi,UT 84043 INSURER E NSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002920007-12 REVISION NUMBER:O 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. INSR ADDLSUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE lmqn VvVn POLICY NUMBER MMID MWO LIMITS A X COMMERCIAL GENERAL LIABILITY 3776500116EN 01/29/2016 01/29/2017 EACH OCCURRENCE $ 25,000,000 CLAIMS-MADE MOCCUR DAMAGE TO RENTED PREMISES Ma o.mence $ 1,000,000 MED EXP(Any one person) $ 10,000 PERSONALaADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ 25,000,000 X POLICY PCaT 171 LOD PRODUCTS-COMP/OP AGG $ 25,000,000 OTHER: S B AUTOMOBILE LIABILITY BAP509601501 11/0112015 11/0112016 COMBINED SINGLE LIMIT Ea accident) $ 1,000,000 Ix ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULEDBODILY INJURY Per accitlent $ AUTOS AUTOS ( )HIREDAUTOS X NON-0WNED PROPER TVDAMAGE $ AUTOS Per aoccent Comp/Coll Ded $ 1,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LU\B H CLAIMS-MADE AGGREGATE $ DED RETI C WORKERS COMPENSATION WC509601301 111012015 1110112016 X PER orH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOMPARTNERIEXECUTIVE AZ,CA,CT,HI,MD,NJ,NY,NV,NM, E.L.EACH ACCIDENT s 1,000,000 OFFICERIMEMBER EXCLUDED? Efl N I A (Mandarory in NH) OR,PA,UT E.L.DISEASE-EA EMPLOYE $ 1,000,000 B I es,descnbeunder WG509601401 MA 11/01/2015 11/012016 DESCRIPTION OF OPERATIONS below ( I E.L.DISEASE-POLICY LIMIT S 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Addi tonal Renm 1m Schedule,rimy he attached 8 more space is mqulred) The Certificate Holder and others as defined in the wnften agreement are included as addilional insured where required by written contract with respect to General Liability.This insurance is primary and non. .conNbutory over any edsfing insurance and limited to liability arising out of the opemfiens of the named insured and where required by written contract.Waiver of subrogation is applicable where required by written contract with respect to General Liability and Workers Compensation. CERTIFICATE HOLDER CANCELLATION City of Salem - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 93 Washington Street THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Salem,MA 01970 - ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Kathleen M.Parsloe ,.� ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD N SVSiEM SI>£', <.S13 kW OC O PLUMBING EmLs) a 18 BAY VIEW AVE, SALEM MA 01970 R� MEm,B, yw�m SAS ELITE u Q m D v 3 0JO IS wIS n BE PV SYSTEM SIZE: 4.320 kW DC zRGw2 ya BR MODULES EBYUG. 7 KRTH HIM F s$ON THE BACK OF EACH MOOIIIE ® STRINGER r_—_—_—_—_—_—_—_—_—_—_—_—_—_— —_� ieMoo CONDUIT FROM JUNCTION BOX TO ELECTRICAL PANEL I O PV I I INTERCONNECTION MINT.WVERIER, i d LOCKABLEDISCONNI CT EWITCX,d UTHTY METER LOCATION,TIE INTO METERP'BNNU1 O I 0 UNCTION BOX ATTAC *: USING MOUNTING XARIDMNEE TOK EP VHCIION BO%OFF ROOF Roof Type:Comp.Shingle I I S O RoofA Section 1 .;TL.,N I 0 0 I I I M i � ss I I � mR L-—-—-—-—-—-— ------------------------� u SHEET n NAME: Iw-Q Na SHEET NUMBER: O PV SYSTEM SITE PLAN SCALE:118"=1'-0" a CLAMP+ATTACHMENT COUPLING CLAMP ASSEMBLY (INCLUDES GLIDER) LEAF SPRING uo <= GLIDER MODULE CLAMP+ATTACHMENT �mw PERMITTED COUPLING CLAMPSPACING S STRUT NUT RAFTER ECOX BASE SEALING WASHER RAFTER FLASHING COMP SHINGLES � I I L MP SPACIPOR NG MODULE (,n CLAMP SPACING Z w � 6/16'x4 1/2" { SS LAG SCREW IL=LANDSCAPE CLAMP SPACING TORQUE=1332FT-LBS •` /�7 MODULES IN PORTRAIT/LANDSPACE Pv 3.o NOT TO—E MOUNT DETAIL- ECOX > ti 2 WITH METAL FLASHING PV3A Nor TOSME 3 0 o z MOUNTING � = PV 3.0 DETAIL m a CANTILEVER L/3 OR LESS '> m L=MAX 64" < ' d y ? ' a COUPLING CLAMP PV MODULES,TYP.MOUNT —�� SHEET OF COMP SHINGLE ROOF, / PARALLEL TO ROOF PLANE MODULE NAME: z a 0 F RAFTER p PV ARRAY TYP. ELEVATION SHEET NUMBER: NOT TOSE 3 PV SYSTEM MOUNTING DETAIL O N .' PV 3.0 NOT TO LE > D- Photovoltaic System Conduit Conductor Schedule(ALL CONDUCTORS MUST BE COPPE R) t 2 OC System Size 9320 Tagp Description Wire Gauge IF of Conductors/Color Conduit Type Conduitsize on AC System Size 380D IPV Wire 10 AWNS 2(Vt,V-) N/A-Free Air N/A-Free Air up _ Total Module Count 16 I Bare Copper Ground(EGC/GEC) 6AWG 1BARE N/A-Free Air N/A-Free Air o up 2 THWN-2 30 AWNS 2(1Ve,1V-)B/R PVC 1" c a as as 1 2 2THWN-2-Ground 8AWG 1(GRN) PVC 1" Eair 3THWN-2 10 AWNS 3(1L1,LIZ,11N)B/R/W PVC 1" did 3THWN-2-Ground 8AWG 1(GRN) PVC 1" CC m UU d r7 9THWN-2 6AWG 3(11LI,11.2,1N)B/R/W LFNC I" m � „ Existing Module Information: 9THWN-2-Ground 8AWG 1(GRN) IFNC illType.Trina Solar TSM TSAR-R rmPOOS OB ( ) count:19 Existing PV Combiner Panel Existing Inverter Information: Time,M215-60.2U-Si IL count 19 w 0 pin SREC/ pig MILBAANSI MIETE0AO VISI BLIFE VC I£ VISIBLE LOCKABLE b MNBANK100A OR IIINDISCONNECT 'ISCON g4 y^ 593IVAIEM DISCONNECT DISCONNECT p U593a-XLBLG Siemens LNF222R Siemens GFUSED 60gD NE 60 NENVOFUSED UREOUINEMA3 NEMA30R no OR EOIIIVAIEM EOIIIVAIEMas s did I, n par Solar Ed, o 6a all SE38WA-US Pm fI m nt onterconneon,Supply Side f' oo eGonlorms m AN51 cos 121Al conforms lP NEC 2014 f do C13.1-2008 j " SQUARE D OU222BB SQUARE O D222NRB ui 200V/WAUNFUSED 240V/60A FUSED NEMA3 w w N NEMNOREQUIVILENT OREQUIVAlEMWIT125 _aWil Will CTERMINATONS „ N TERMINATIONSEg Z Z 2 o IVI Existing 290V/100A SHEET m• has, NAME. Phase,wiM 100t Main C/ Disconnect m c STRING 116 Pa 1 2 l6 \ 20A A C q MODULES SHEET MINIMUMGECSIZER NUMBER: _ T AWGCOPPER 16PV MOOUIES PER SNVERTER=<320 WATTS TC VI gIFJLOCRABI£'NIFE'A/C VISVBLF/LUCI 1E'1111I1E'A/ DISCONNECT DISCONNECTINSIGHr OF TAP W r BE safety Switch Conductor Calculations Rated for max operating condition of inverter PV Module Rating @SIC -Wire gauge calculated from NEC code 310.15(6)(16)with ambient temperature Calculations cs NEC 690.35 compliant Module Make/Model JAP6-W-270/4BB from NEC 310.15(2)(a). 'opens all ungrounded con luolors r, a m Max Power-Point Current(Imp) 8.65 Amps For"On Roof'conductors we use the 90-C column ampacity,0.5"-3.5"off-the-roof temperature v w a r Optimizer Solar Edge P300 Max Power-Point Voltage(Vmp) 31.23 Volts .adjustment from 330.15(g)(3)(c),and raceway fill adjustments from 310.15(B)(16), z V DCIn Input Power 300Watts Open-Circuit Voltage(Voc) 38.4E Volts For"Off Roof"conductors we use the]5-C column ampacity,or the 90-C column amporm,with ='¢ w 'o 0 p the relevant ambient temperature and raceway fill adjustments,whichever is less. ro Amps DC Max Input Voltage 48 Volts Short-Clrcui[Curren[Qsc) 9.26 The rating of the conductor after adjustments MUST be greater than,or equal to,the continuous Max Series Fuse(COPE) 15 Amps dutyDC Max Input Current 12.5 Amps Calculation laden xa output current Nom.Maximum Power at STC(Pmax) 270 Watts Calculation Example g( )x p 1 � DC Max Output Current 15 Amps pe-Wireuty put rent Ambient Temperature Adjustment Conduit Max String Rating 5250 Watts Maximum System Voltage DC 1000V(UL) Adjustncent>=Continuous Duty Output Current Inverter Make/Model 5E380pi Voc Temperature Coefficient -0.33 %/C (On Roof,Tag2):10gaugewimmtedfor40A, 40Ax0.76xl(2Conductom)=30.4A>-18.75 A CEC Efficiency 98 % AC Operating Voltage 240 Volts PV Module Rating @ SIC (Off Roof,Tag 3):10 gauge wire rated for 35 A, 35 A>=19J9 A L Continuous Max Output Current 16 Amps Module Make/Model Trina Solar TSM-255 PDo5.08 f6 OC Maximum lnpu[Nrren[ 13 Amps Max Power-Point Current(imp) 8.37 Amps 0 Short Circui[Current 17. Amps Max Power-Point Voltage(Vmp) 3D.5 Volts N - MaxOutput Fault Current 17.5 A20ms Open-Circuit Voltage(Voc) 38.1 Volts Short CircuitCurrent(Isc) 8.88 Amps Max Series Fuse(OCPD) 35 Amps c. Nom.Maximum Power at STC(Pmax) 255 Watts - MaximumSystemVoltage 1000V(IEC)/600 V(UL) Vold Temperature Coefficient -0.32 %/C Inverter Make/Model M215-603NA�p, V Max DC Volt Rating 45 Max Power at 40C 215 AC Output Current According to NEC 690.8(B)(I) 15.63 Amps Nominal AC Voltage 240 Nominal AC Voltage 240 Volts Max AC Curren[ 0.9 TH IS PAN EL IS F E D BY M U LTIPLE SOUR CES(UTILITY AN D SOLAR) ' Cell Calculations Max OCPD Rating 20 ROOFTOP CONDUCTOR AM PACITIES DESIGN ED IN COMPLIANCE Max Number of Panels/Circuit 17 WITH NEC 690.8,TABLES 310.15(g)(2)(a),310.15(8)(3)(a), Breakers sized according to continuous duty output current.PV circuit nominal current based off Short Circuit Current 1.05 310.15(B)(3)(c),310.35(B)(16),CHAPTER 9 TABLE 4,5,89. inverter continuous output current X(1.25(NEC code 210.19(A)(1)(a)). O m LOCATION SPECIFIC TEMPERATURE OBTAINED FROM ASHRAE 2013 DATATABLES. Inverter 1:SE3800 A-US-U Max Output=15.83 A x 1.25(NEC code 210.191A)(1)(a)) ? m ASTRAL 2013- =19.]9 A<20 A(O1 o > x sc Highest Monthly 2%DB Design Temp:32.5 Celsius system output current w/continuous duty=19.79<20A(System OCPD) Lowest Min.Mean Extreme DB:-23.9 Celsius ^' Other Notes '^ SHEET •ALL INTERIOR RACEWAYS CARRYING DC CURRENT SHALL BE METALLIC NAME: •All ampacity calculations are made in compliance with NEC 220.5(B) w w O m Z 6 SHEET NUMBER: N r'' EcolibriumSolar Customer Info Name: Email: Phone: Projectlnfo Identifier: 5309721 Street Address Line 1: Street Address Line 2: City: State: Zip: Country: System Info Module Manufacturer: JA Solar Module Model: JAP6-60-27014BB Module Quantity: 16 Array Size(DC watts): 4320.0 Mounting System Manufacturer: Ecolibrium Solar Mounting System Product: EcoX Inverter Manufacturer: SolarEdge Technologies Inverter Model: v.SE3800-US (240V) Project Design Variables Module Weight:40.124084lbs Module Length: 64.960665 in Module Width: 39.0157691 in Basic Wind Speed: 100.0 mph Ground Snow Load:40.0 psf Seismic: 1.5 Exposure Category: B Importance Factor: I Exposure on Roof: Partially Exposed Topographic Factor: 1.0 Wind Directionality Factor: 0.85 Thermal Factor for Snow Load: 1.2 Lag Bolt Design Load- Upward: 820 Ibf Lag Bolt Design Load- Lateral: 288 Ibf Module Design Moment—Upward: 3655 in-lb Module Design Moment—Downward: 3655 in-lb Effective Wind Area: 20 ft2 Min Nominal Framing Depth: 2.5 in Min Top Chord Specific Gravity: 0.42 EcolibriumSolar Plane Calculations (ASCE 7-10): North East Roof Roof Shape: Edge and Corner Dimension: 3.669340357887313 ft Attachment Type: Stagger Attachments: Yes Average Roof Height: 25.0 ft Include Snow Guards:Yes Least Horizontal Dimension: 36.6934035788731 ft Include North Row Extensions: No Roof Slope: 16.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 26.9 26.9 26.9 psf Slope Factor 1.0 1.0 1.0 Roof Snow Load 26.9 26.9 26.9 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -19.4 -31.9 -47.9 psf Net Design Wind Pressure Downforce 11.4 11.4 11.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -19.4 -31.9 -47.9 psf Design Wind Pressure Downforce 16.0 16.0 16.0 psf Aso Load Combinations Description Interior Edge Corner Unit Dead Load 2.3 2.3 2.3 psf Snow Load 26.9 26.9 26.9 psf Downslope: Load Combination 3 7.8 7.8 7.8 psf Down: Load Combination 3 27.0 27.0 27.0 psf Down: Load Combination 5 11.8 11.8 11.8 psf Down: Load Combination 6a 28.0 28.0 28.0 psf Up:Load Combination 7 -10.3 -17.8 - -27.4 psf Down Max 28.0 28.0 28.0 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 62.1 62.1 62.1 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 20.7 20.7 20.7 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 48.1 48.1 48.1 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 16.0 16.0 16.0 in EcolibriunnSolar Layout Skirt e Coupling End Coupling Note: If the total width of a continuous array exceeds 35 ft, break G Clamp array to allow for thermal expansion and contraction. See 0 End Clamp Installation Guide for details. • North Row Extension Warning: PV Modules may need to be shifted with respect to roof ® Row-to-Row Bonding Clip/Bonding Jumper trusses to comply with maximum allowable overhang. EcolibriurnSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 16 Weight of Modules: 642 Ibs Weight of Mounting System: 64 Ibs Total Plane Weight: 706lbs Total Plane Array Area: 282 ft2 Distributed Weight: 2.51 psf Number of Attachments: 32 Weight per Attachment Point: 22 Ibs Roof Design Variables Design Load- Downward: 918 Ibf Design Load- Upward: 720 Ibf Design Load- Downslope: 460 Ibf Design Load- Lateral:252 Ibf L EcolibriumSolar Bill Of Materials Part Name Quantity ES10260 EcoX Row-to-Row Bonding Clip 2 ES10121 EcoX Coupling Assembly 19 ES10146 EcoX End Coupling 4 ES10103 EcoX Clamp Assembly . 20 ES10136 EcoX End Clamp Assembly 12 ES10144 EcoX Junction Box Bracket 1 (Optional) ES10132 EcoX Power Accessory Bracket 16 ES10333 PV Cable Clip 80 ES10334 4 PV Cable Clip 32 ES10195 EcoX Base, Comp Shingle 32 ES10197 EcoX Flashing, Comp Shingle 32 RESIDENTIAL SOLAR POWER PURCHASE AGREEMENT �M���eSOlar Customer Name and Contact Information: Transaction Date Name(s) Thomas Nally Service No.2016-10-27 Installation Location Address 18 Bay View Ave Approximate Start and 18 Bay View Ave Salem MA 01970 Completion Date Salem Home Phone 9784308514 2017-04-25 MA 01970 Cell Phone 9784308514 E-Mail tara74@comcast.net Our Promises + We will design,install,maintain,repair, + We will not place a lien on Your Property. monitor,and insure the System at no additional cost to You. + You are free to cancel this Agreement any time prior to Our commencement of + We warranty all of Our work,and that Our installation work at Your Property. roof penetrations will be watertight,for the initial 20 year term. + The Energy Price includes a$5 monthly discount for paying by automatic debit + Your Energy Price will not increase by more from Your bank account. than 2.9%per year. + You will not be responsible for any + After five years,if You need to make property tax assessed on the System. Property repairs,We will remove and reinstall the System if You pay Our + We will fix or pay for any damage We may estimated costs. cause to Your Property or belongings. -Your Commitment Pay for the Energy produced by the System. Maintain a broadband internet connection. •.Keep Your roof in good condition throughout Continue service with Your Utility for any the Term. energy used above and beyond the System's • Respond to Our sales and support teams production. when scheduling and completing paperwork. At the End of Your Initial Term ' You can renew the Agreement - You can request that We remove the System for a subsequent term;. at no additional cost. • You can purchase the System;or If You Move ' We guarantee You can transfer the • You can relocate the System to Your Agreement to the new owner,regardless of new home;or credit rating; • After the sixth anniversary,You can purchase You can prepay the Agreement; the System. Vivint Solar Developer, LLC(EIN: 80-0756438) is a licensed contractor in each state in which we operate,for information about our contractor licenses please visit www.vivintsolar.com/licenses. WE MAY HAVE PRESCREENED YOUR CREDIT. PRESCREENING OF CREDIT DOES NOT IMPACTYOUR CREDIT SCORE. YOU CAN CHOOSE TO STOP RECEIVING"PRESCREENED"OFFERS OF CREDIT FROM US AND OTHER COMPANIES BY CALLING TOLL-FREE 888.567.8688. SEE PRESCREEN &OPT-OUT NOTICE BELOW FOR MORE INFORMATION ABOUT PRESCREENED OFFERS. The Notice of Cancellation may be sent to this address: support@vivintsolar.com I vivintsolar.com 1800 W Ashton Blvd., Lehi, UT 84043 Phone 877.404.4129 1 Fax 801.765.5758 Copyright @ 2016 Vivint Solar Developer,LLC All Rights Reserved PPA(8/2016,v3.2.2)I Page 1 SIGNATURE PAGE AND NOTICE TO CUSTOMERS A. INCORPORATED DOCUMENTS. These documents G. You have the right to require Us to have a are incorporated into this Agreement and apply to the performance and payment bond. relationship between You and Us: (1) Residential Solar H. CUSTOMER'S RIGHT TO CANCEL. YOU MAY Power Purchase Agreement, (2) Exhibit A: Notice of CANCEL THIS CONTRACT AT ANY TIME BEFORE THE Cancellation, (3) Exhibit B: State Notices and LATER OF: (I) MIDNIGHT OF THE THIRD (3RD) Disclosures, (4) Exhibit C: Certificates of Insurance, BUSINESS DAY AFTER THE TRANSACTION DATE, OR and (5) Customer Packet. (II) THE START OF INSTALLATION OF THE SYSTEM OR B. WE HAVE NOT GUARANTEED, PROMISED OR ANY OTHER WORK WE PERFORM ON YOUR OTHERWISE REPRESENTED ANY REDUCTION IN PROPERTY. IF YOU WISH TO CANCELTHIS CONTRACT, ELECTRICITY COSTS IN RELATION TO THE SYSTEM YOU MUST EITHER: (1) SEND A SIGNED AND DATED THAT WILL BE INSTALLED ON YOUR PROPERTY. WRITTEN NOTICE OF CANCELLATION BY MAIL, E-MAIL, C. IT IS NOT LEGAL FOR USTO ENTER YOUR PREMISES OR FAX; OR (2) PERSONALLY DELIVER A SIGNED AND UNLAWFULLY OR COMMIT ANY BREACH OF THE DATED WRITTEN NOTICE OF CANCELLATION TO: PEACE TO REMOVE GOODS INSTALLED UNDER THIS VIVINT SOLAR DEVELOPER, LLC, 1800 W ASHTON AGREEMENT. BLVD, LEHI, UT 84043, ATTN: PROCESSING D. DO NOT SIGN THIS AGREEMENT BEFORE YOU DEPARTMENT. IF YOU CANCEL THIS CONTRACT HAVE READ ALL OF ITS PAGES. You acknowledge that WITHIN SUCH PERIOD, YOU ARE ENTITLED TO A FULL You have read and received a legible copy of this REFUND OF YOUR MONEY. REFUNDS MUST BE MADE Agreement, that We have signed the Agreement, and WITHIN 10 DAYS OF OUR RECEIPT OF THE that You have read and received a legible copy of every CANCELLATION NOTICE. SEE THE ATTACHED NOTICE document that We have. signed during the OF CANCELLATION FOR AN EXPLANATION OF THIS negotiation. RIGHT. DO NOTSIGN BELOW UNLESS WE HAVE GIVEN E. YOU RISK THE LOSS OF ANY PAYMENTS MADE TO YOU THE "NOTICE OF CANCELLATION". A SALES REPRESENTATIVE. I. Unless You are provided with a longer period in F. DO NOT SIGN THIS AGREEMENT IF THIS Exhibit A,You may not terminate this Agreement after AGREEMENT CONTAINS ANY BLANK SPACES. You are three(3) business days of the Transaction Date. If You entitled to a completely filled in copy of this seek to cancel thereafter, then You will forfeit any Agreement, signed by both You and Us, before any amounts previously paid and You may owe Us the work may be started. Default Payment. VIVINT SOLAR DEVELOPER, LLC CUSTOMER(S): Signature: Signature: Printed Nome: Serge Dldenk0 Printed Nome: Thomas Nally Salesperson No.: Date: 2016-10-27 Date:. 2016-10-27 Signature: Printed Name: Date: 2016-10-27 Copyright© 2016 Vivint Solar Developer, LLC. All Rights Reserved. PPA(812016,v3.2.2)/Page 18 I y��o�o��e solar 1800 W Ashton Blvd. Structural Group Lehi, UT 84043 Jon P. Ward, SE, PE Clint C. Kamen, PE Structural Engineering Manager Structural Engineering Manager jon.wardCa vivintso/arcom clint.karrenoa vivintsolarcom November 07, 2016 Mr. Dan Rock, Project Manager Vivint Solar 1800 W Ashton Blvd. Lehi, UT 84043 Re: Structural Engineering Services Nally Residence 18 Bay View Ave, Salem, MA 5-5309721; MA-01 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. 5. Previous structural evaluation for the existing solar system completed by Vivint Solar on October, 28 2014. 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 assumed 2x6 dimensional lumber at 16" on center and a double 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 #2 or better with standard construction components.The existing roofing material consists of composite shingle. Stability Evaluation: A. Wind Uplift Loading 1. Calculations for uplift are based on ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures, a wind speed of 100 mph based on Exposure Category B and 16 degree roof slopes on the dwelling areas. Ground snow load is 40 PSF for Exposure B, Zone 2 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 ol2 vivi Y Y. so l a r B. Loading Criteria 10 PSF= Dead Load (roofing/framing) 40 PSF= Ground Snow Load 3 PSF = Dead Load (solarpanels/mounting hardware) Total Dead Load= 13 PSF The above values are within acceptable limits of recognized industry standards for similar structures and in accordance with the 2009 International Residential Code with Massachusetts Amendments. Analysis performed on the existing roof structure utilizing the above loading criteria indicates that the existing members will support the additional panel loading without damage, if installed correctly. C. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "Ecolibrium Solar Installation Manual", which can be found on the Ecolibrium.Solar website (www.ecolibriumsolar.com). If during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified before proceeding with the installation. 2. The solar panels are 1 I/' thick and mounted 4 11F 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 Ibs/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 Yi', is less than the maximum allowable per connection and therefore is adequate. 4. Considering the roof slopes, the size, spacing, condition of the roof, the panel supports shall be placed at and attached no greater than every fourth roof member as panels are installed perpendicular across members and no greater than the panel length when installed parallel to the members (portrait). No panel supports spacing shall be greater than four (4) spaces or 64" o/c, whichever is less. 5. Panel support connections shall be staggered to distribute load to adjacent members. Based on the above evaluation, with appropriate panel anchors being utilized the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is in conformance with the 2009 International Residential Code with Massachusetts Amendments, current industry standards and practice, and the information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. AA4 OF Regards, N PG i Jon P. Ward, SE, PE AN MA License No. 52584 = NO. 525 � OISTER�O#Q`oA' SS/ONAIENG��� Page 2of2 vivint. solar