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9 VALLEY ST - BUILDING INSPECTION (3) Tc i AL_ (3)@ 22 1:. LlK, Sb7-2- The Commonwealth of Massachusetts a Board of Building Regulations and Standards CITY OF , ���jy Massachusetts State SALEM Stt Building Code,780 CMR M � 1 Revised Mar 20W w I Building Permit Application To Construct, Repair, Renovate Or Demolish a ^ One-or Two-Family Dwelling J1 This Section For Official Use Onlyt'"µ Building Permit Number: Date A lied: =: )W Building Official(Print Name) Signature Date SECTION L SITE INFORMATION LI Property Add ss: 1.2 Assessors Map&Parcel Numbers Lla Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(R) LS 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? Municipal❑ On site disposal system ❑ . Check if yes❑ SECTION 2: PROPERTY OWNERSHIP 2.1 inion�emin` Salem MA 01979 Name(Print) City,State,ZIP . 9 Valley street 9787895785 Legerm@comcast.net No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Constructi Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ 1 Alteration(s) ❑ Addition ❑ Demolition ❑ Accessory Bldg.❑ Number of Units_ I Other ❑ Specify: Brief ripfion of Proposed Wbik': SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only Labor and Materials) 1.Building $ I I'1 Z •�� 1. Building Permit Fee:$ Indicate how fee is determined: 2.Electrical $ '�8 .Q ❑Standard City/Town Application Fee ❑Total Project Cost'(Ttem 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ -Suppression) Total All Fees:$ Check No._Check Amount: Cash Amount:_ 6.Total Project Cast: $� t 13 Paid in Full 0 Outstanding Balance Due: 4 SECTION 5: CONSTRUCTION SERVICES • S.L Construction Supe�isor License(CSL) I p)�ft k kipe"C, Limnlse Nuumber� Egplmtion ate N �jder y 1 I U i l List CSL Type(see below) V No.a�t$t t UUU ` Type Description a�A({ � �, ` U Unrestricted(Buildingso to 35.000 cu.R. City T own,,State,ZIP' l l F �� R - Restricted 1&2 Fami!x Dwelling _ M Masonry RC Roofing Covering WS Window and Siding _ SF Solid Fuel Burning Appliances I Insulation Telephone Email address D Demolition 5.2 Registered Nome Impro amen[Contractor(HIC) -7/t 'rj "Q r- HIC Registration Number EcpitationDate HIC Company Nan r IC tstrant N7. o Gil -t No,and Street ��fa Email address tv1�� Ci !Town,State,,ZIP 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 ..........t' No...........❑ SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1,as Owner of the subject property,hereby authorize_ )Ayl._ o�r to act on my behalf,in all matters relative to work authorized by this building permit application. Simon Amin ��r�8\°1� � 9/28/16 Print Owner's Name(Electronic Signature) Date SECTION 7b:OWNEW 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. Wt Upme Ax � �.. J Print 0 er s or Authorized Agent' Name(Electronic Signature) Date NOTES: t. 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 www:mass. o�v/oca.Information on the Construction Supervisor License can be found at wwiv.mass og v/dos. 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 of Massachusetts Department of Industrial Accidents ~, 6 1 Congress Street,Suite 100 Boston, MA 02 114-2 01 7 www massgov/dia Corkers'Compensation insurance Affidavit:Butlders/Contractors/Electricians/Plrlmbers. TO BE FILED WITH THE PERMITTING AUTHORITY. '. Applicant Information Please Print LealbW Name(Business/Organiaation/Individua0:yvint Solar Developer LLC Address:1800 W Ashton Blvd City/State/Zip:Lehi, UT 84043 Phone M 855-877-2974 An you an employer?Cbeck the appropriate box: Type of project(required): I.❑r l am aemployer with 254 employees(full andlor port-time).+ 7. []New construction 2.❑I am a sole Proprietor or partnership and have an emoloyees working for me in $• ❑Remodeling any capacity.[No workers'comp,insurance required.] ❑3.D I era a homeowner doing all work myself[No workers'comp.insurance required,] 9. Demolition' ❑4.4.[]I am a homrowner and will be hiring coinru:ton to conduct all work on my Property. !will 10 Building addition eaum(hat all contractors either have workers'compansation insuriacc or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12.QPlumbing repairs or additions 5.[31 am a general contractor and 1 have hired the sub.commclors listed on the touched shed. )3.�Roof repairs These.mb.conlractors have employees and have workers'comp.ineurencc.t 6.❑We are a corporation and its ulcers have exercised dwir right of exemption per MGL c. 14.❑Other 152,¢I(4),and we have no employees.(No workers'camp.ineuraxe required.] Any applicant that cheeks box al moat s1.fill.1 the section below showing their workers'conpensalion policy information. t Homeowners who submit this atrulavit indicating they we doing all work and then him outside contractors mat submit a new,affidavit indicating such. tConhactors unit check this box most attached an additional abed showing the name ofthe sub-cmuractors and rule whether or not those entities have employees. If the sub-contactors have employees,they must provide their workers'comp.policy number. I am an employer that Ly providing workers'compensation insarancefor my employees. Below is the policy andlob site information Insurance Company Name:Marsh USA Inc Policy#or Self-ins. ic..#:(WWC50960,13IO2 Expiration Date,11/01/2017 Job Site Address: vet `1 T City/State/Zip: (jIJ Attach a copy of the workers'compeculation 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 fort of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may he forwarded to the Office of Investigations of the D[A for insurance coverage verification. I do hereby certify under th and penallies of perjury that the information provided above is true and correct. Siengluml !�Z l �f/� ]' I "�_T Date:J\I Phone#w [JfJ� ' U l"i L"i �I `1 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.Cityrrown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Office of Consumer Affairs nd Busines'Regulaiion 10 Park Plaza-Suite 5170 Boston,Massachusetts 02116 Home Improvemeat.Contractor Registration R,eplquallpm. 170848 Type: Supplement Card VIVINT:SOLAR DEVELOPER LLC. EmlleQon: 11SPOIg KYLE GREENE — -- - 1W N THANKSGIVING WAY SUITE-506, -- - LEHI, UT 84043 Updaw-Mdrcss,,d return eeed:Wit neon for change. WA a tam.mn$ E3 Auld ep ( RUm9l: ❑Employment O Loft Coed L i %assachusetts - Deg #.. r#rnent of PctbCc Safety 8;arc Qf lBuil , inc Regulations and Standards t ♦ i fill '_icense: CS-108068 i KYLE GREENED= . _ r r 44 MAIN STREET �' {,f' North Reading M�A 0 r, i o-- ► ?+ � ' Expiration a • Ccatrrraasior�er 0112018 Ac�® CERTIFICATE OF LIABILITY INSURANCE DATE 6un12016 """' 2gls 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(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this Certificate does not Confer rights to the certificate holder in lieu of such endorsements). - PRODUCER ME: MARSH USA INC. 122517TH STREET,SUITE 1300 mow DENVER,CO 80202-5534 _ W FAX EMAIL Mi No): Attn:Denver.CedRequesl@marsh.com I Fax:212-946-4381 '- INSURER(S)AFFORDING COVERAGE NAICN INSURER A:AXIS Specially Europe INSURED VlVlnt Solar,Inc: INSURER B:Zurich Amercan Insurance Company 16535 Vivint Solar Developer LLC _ INSURER C:American Zurich Insurance Company 40142 VIVInt Solar Provider LLC INSURER 0:NIA NIA 3301 Norh Thanksgiving Way,Suite 500 Lehi,UT 64043 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 APOLICY EFF POLICY EXP L TYPE OF INSURANCE POLICY NUMBER MWD MMn10M'YY LIMITS A X COMMERCIALGENERALUABIUW 3776500116EN 01012016 OIJ2912017 EACH OCCURRENCE s 2.5,000,000 CLAIMS-MADE a OCCUR S(Eeoccunencel $ 1,000,000 MED EXP-(Any one person) $ 10,000 PERSONAL 3 ADV NJURY $ 1,000,000 GENT AGGREGATE LIMIT L APPLIES PER: GENERAL AGGREGATE $ 25,000,000 X POLICY❑ JECT LOC PRODUCTS COMP/OP AGG $ 25,000,000 OTHER: $ B AUTOMMILEL1Ae LIW BAP509601501 11/0112015 1110112016 COMBINEDSINGLE U fee wouning g 1,01 I ANY AUTO BODILY INJURY(P.,person) $ ALL OVNIED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( 1 HIRED AUTOS X gUOTOOVVNED PR P�mDAMAGE $ CompICCll Ded $ 1,000 UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR EACH AGGREGATE is DED RETENTION$ g C WORKERS COMPENSATION WC5096DI301 11101/2015 11/0112016 X P R - ta- AND EMPLOYERS'LIABILITY YIN E NR ANY PROPRIETOWPARTNEWEXECUTIVE AZ,CA,CT,All MD,NJ,NY,NV,Ni E.L.EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDED? NIA (Abndatory,In NH) OR,PA,UT E .DISEASE-EA EMPLOYEE $ 1,000,000 B Ifyas,deschibeunder WC509601401(M )A 11/01/2015 11101I2016 DE SCRIPTIONOFOPERATIONSb ELDISEASE-P(DUCYLIMIT $ 1,000000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remi Schedule,may be attached If more apace le required) The Certificate Holder and others as defined in the written agreement are included as additional insured where required by written contract with respect to General Liability.This insurance is primary and for- contributory over any existing insurance and limited to liability arising out of(he operations 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. AUTHORU:ED REPRESENTATIVE of Marsh USA Inc. Kathleen M.Partice '**4&11.m. 1 "Ia — ©1888-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD RESIDENTIAL SOLAR POWER PURCHASE AGREEMENT qq �V/�" 1'l!O JO I r1 Y" Customer Name and Contact Information: Transaction Date V V aru11 LA1 Name(s) Simon Amin Service No.2016-09-28 • Installation Location Address 9 Valley St Approximate Start and 9 Valley St Salem MA 01970 Completion Date Salem Home Phone 7813081569 2017-03-27 MA 01970 Cell Phone 7813081569 E-Mail simonamin@yahoo.com i 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 asubsequent 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 IMPACT YOUR CREDIT SCORE. YOU CAN CHOOSE TO STOP RECEIVING"PRESCREENED"OFFERS OF CREDIT FROM US AND OTHER COMPANIES BY CALLING TOLL-FREE 888.567.8688. SEE PRESCREEN &OPT-OUT NOTICE BELOW FOR MORE INFORMATION ABOUT PRESCREENED OFFERS. 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: (1) MIDNIGHT OF THE THIRD (3RD) Disclosures, (4) Exhibit C: Certificates of Insurance, BUSINESS DAY AFTER THE TRANSACTION DATE, OR and (5) Customer Packet. (11) THE START OF INSTALLATION OF THE SYSTEM OR B. WE HAVE NOT GUARANTEED, PROMISED OR ANY OTHER WORK WE PERFORM ON YOUR OTHERWISE REPRESENTED ANY REDUCTION IN PROPERTY. IF YOU WISH TO CANCEL THIS CONTRACT, ELECTRICITY COSTS IN RELATION TO THE SYSTEM YOU MUST EITHER: (1) SEND A SIGNED AND DATED THAT WILL BE INSTALLED ON YOUR PROPERTY. WRITTEN NOTICE OF CANCELLATION BY MAIL,E-MAIL, C. IT IS NOT LEGAL FOR USTO ENTER YOUR PREMISES OR FAX; OR (2) PERSONALLY DELIVER A SIGNED AND UNLAWFULLY OR COMMIT ANY BREACH OF THE DATED WRITTEN NOTICE OF CANCELLATION TO: PEACE TO REMOVE GOODS INSTALLED UNDER THIS VIVINT SOLAR DEVELOPER, LLC, 1800 W ASHTON AGREEMENT. BLVD, LEHI, UT 84043, ATTN: PROCESSING D. DO NOT SIGN THIS AGREEMENT BEFORE YOU DEPARTMENT. IF YOU CANCEL THIS CONTRACT HAVE READ ALL OF ITS PAGES. You acknowledge that WITHIN SUCH PERIOD, YOU ARE ENTITLED TO A FULL You have read and received a legible copy of this REFUND OF YOUR MONEY. REFUNDS MUST BE MADE Agreement, that We have signed the Agreement, and WITHIN 10 DAYS OF OUR RECEIPT OF THE that You have read and received a legible copy of every CANCELLATION NOTICE. SEE THE ATTACHED NOTICE document that We have signed during the OF CANCELLATION FOR AN EXPLANATION OF THIS negotiation. RIGHT. DO NOTSIGN BELOW UNLESS WE HAVE GIVEN E. YOU RISK THE LOSS OF ANY PAYMENTS MADE TO YOU THE "NOTICE OF CANCELLATION". A SALES REPRESENTATIVE. 1. 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: -A-- Signature: CX Printed Name: Serge Didenko Printed Name: Simon Amin Salesperson No.: Date: 2016-09-28 Date: 2016-09-28 Signature: Printed Name: - Date: 2016-09-28 Copyright© 2016 Vivint Solar Developer, LLC. All Rights Reserved. PPA(812016,v3.2.2)/Page 18 EcolibriumSolar Customer Info Name: Email: Phone: Project Info Identifier: 5277758 Street Address Line 1: Street Address Line 2: City: State: Zip: Country: System Info Module Manufacturer: JA Solar Module Model: JAP6-60-270/4BB Module Quantity: 15 Array Size (DC watts): 4050.0 Mounting System Manufacturer: Ecolibrium Solar Mounting System Product: EcoX Inverter Manufacturer: SolarEdge Technologies Inverter Model: v.SE3800A-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 EcolibriurnSolar Plane Calculations (ASCE 7-10): North West Roof 2 Roof Shape: Edge and Corner Dimension: 3.0 ft . Attachment Type: Composition Shingle- ES Flashing Stagger Attachments: Yes Average Roof Height: 35.0 ft Include Snow Guards: No Least Horizontal Dimension: 12.9885410309038 ft Include North Row Extensions: No Roof Slope: 32.0 deg Truss Spacing: 24.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 26.9 26.9 26.9 psf Slope Factor 0.7 0.7 0.7 Roof Snow Load 18.8 18.8 18.8 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Net Design Wind Pressure Downforce 19.4 19.4 19.4 psf Adjustment Factor for Height and Exposure Category 1.05 1.05 1.05 Design Wind Pressure Uplift -21.7 -25.5 -25.5 psf Design Wind Pressure Downforce 20.4 20.4 20.4 psf ASD Load Combinations Description Interior Edge Corner Unit . Dead Load 2.3 2.3 2.3 psf Snow Load 18.8 18.8 18.8 psf Downslope: Load Combination 3 9.7 9.7 9.7 psf Down: Load Combination 3 15.5 15.5 15.5 psf Down: Load Combination 5 14.2 14.2 14.2 psf Down: Load Combination 6a 21.2 21.2 21.2 psf Up: Load Combination 7 -11.9 -14.1 - 44.1 psf Down Max 21.2 21.2 21.2 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 71.3 71.3 71.3 in Max Spacing Between Attachments With Rafter/Truss Spacing of 24.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 23.8 23.8 23.8 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 55.2 55.2 55.2 in • Max Spacing Between Attachments With Rafter/Truss Spacing of 24.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 18.4 18.4 18.4 in EcolibriumSolar Layout I f I � r I c i; j I I 4 I r — t • I o v Skirt oup ing e End Coupling Note: If the total width of a continuous array exceeds 35 ft, break ® Clamp array to allow for thermal expansion and contraction. See . End Clamp Installation Guide for details. North Row Extension Warning: PV Modules may need to be shifted with respect to roof 0 Row-to-Row Bonding Clip/Bonding Jumper trusses to comply with maximum allowable overhang. EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 8 Weight of Modules: 321 Ibs Weight of Mounting System: 28 Ibs Total Plane Weight: 349lbs Total Plane Array Area: 141 ft2 Distributed Weight: 2.48 psf Number of Attachments: 14 Weight per Attachment Point: 25 Ibs Roof Design Variables Design Load- Downward: 918 Ibf Design Load- Upward: 720 Ibf Design Load- Downslope: 460 Ibf Design Load- Lateral: 252 Ibf EcolibriumSolar Plane Calculations (ASCE 7-10): North West Roof 3 Roof Shape: Edge and Corner Dimension: 3.0 ft Attachment Type: Composition Shingle- ES Flashing Stagger Attachments: Yes Average Roof Height: 35.0 ft Include Snow Guards: No Least Horizontal Dimension: 6.71193912608543 ft Include North Row Extensions: No Roof Slope: 32.0 deg Truss Spacing: 24.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 26.9 26.9 26.9 psf Slope Factor 0.7 0.7 0.7 Roof Snow Load 18.8 18.8 18.8 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Net Design Wind Pressure Downforce 19.4 19.4 19.4 psf Adjustment Factor for Height and Exposure Category 1.05 1.05 1.05 Design Wind Pressure Uplift -21.7 -25.5 -25.5 psf Design Wind Pressure Downforce 20.4 20.4 20.4 psf ASD Load Combinations Description Interior Edge Corner Unit • Dead Load 2.3 2.3 2.3 psf Snow Load 18.8 18.8 18.8 psf Downslope: Load Combination 3 9.7 9.7 9.7 psf Down: Load Combination 3 15.5 15.5 15.5 psf Down: Load Combination 5 14.2 14.2 14.2 psf Down: Load Combination 6a 21.2 21.2 21.2 psf Up: Load Combination 7 -11.9 -14.1 -14.1 psf Down Max 21.2 21.2 21.2 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 71.3 71.3 71.3 in Max Spacing Between Attachments With Rafter/Truss Spacing of 24.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 23.8 23.8 23.8 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 55.2 55.2 55.2 in Max Spacing Between Attachments With Rafter/Truss Spacing of 24.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 18.4 18.4 18.4 in EcolibriumSolar Layout r G v ` Skirt Coupling m End Coupling Note: If the total width of a continuous array exceeds 35 ft, break ® Clamp array to allow for thermal expansion and contraction. See End Clamp Installation Guide for details. ® North Row Extension Warning: PV Modules may need to be shifted with respect to roof 0 Row-to-Row Bonding Clip/Bonding Jumper trusses to comply with maximum allowable overhang. EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 2 Weight of Modules: 80 Ibs Weight of Mounting System: 12 Ibs Total Plane Weight: 92 Ibs Total Plane Array Area: 35 ft2 Distributed Weight: 2.62 psf Number of Attachments: 6 Weight per Attachment Point: 15 Ibs Roof Design Variables Design Load - Downward: 918 Ibf Design Load - Upward: 720 Ibf Design Load -Downslope: 460 Ibf Design Load - Lateral: 252 Ibf • EcolibriumSolar Plane Calculations (ASCE 7-10): South East Roof 2 Roof Shape: Edge and Corner Dimension: 3.0 ft . Attachment Type: Composition Shingle- ES Flashing Stagger Attachments: Yes Average Roof Height: 35.0 ft Include Snow Guards: No Least Horizontal Dimension: 23.8523033415222 ft Include North Row Extensions: No Roof Slope: 32.0 deg Truss Spacing: 24.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 26.9 26.9 26.9 psf Slope Factor 0.7 0.7 0.7 Roof Snow Load 18.8 18.8 18.8 psf Wind Pressure Calculations Description - Interior Edge Corner Unit Net Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Net Design Wind Pressure Downforce 19.4 19.4 19.4 psf Adjustment Factor for Height and Exposure Category 1.05 1.05 1.05 Design Wind Pressure Uplift -21.7 -25.5 -25.5 psf Design Wind Pressure Downforce 20.4 20.4 20.4 psf ASD Load Combinations Description Interior Edge Corner Unit . Dead Load 2.3 2.3 2.3 psf Snow Load 18.8 18.8 18.8 psf Downslope: Load Combination 3 9.7 9.7 9.7 psf Down: Load Combination 3 15.5 15.5 15.5 psf Down: Load Combination 5 14.2 14.2 14.2 psf Down: Load Combination 6a 21.2 21.2 21.2 psf Up: Load Combination 7 -11.9 -14.1 -14.1 psf Down Max 21.2 21.2 21.2 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 71.3 71.3 71.3 in Max Spacing Between Attachments With Rafter/Truss Spacing of 24.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 23.8 23.8 23.8 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 55.2 55.2 55.2 in Max Spacing Between Attachments With Rafter/Truss Spacing of 24.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 18.4 18.4 18.4 in EcolibriumSolar Layout i i J' , I i, V. • Skirt e Coupling e End Coupling Note: If the total width of a continuous array exceeds 35 ft, break ® Clamp array to allow for thermal expansion and contraction. See @o End Clamp Installation Guide for details. A North Row Extension Warning: PV Modules may need to be shifted with respect to roof 0 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: 2 Weight of Modules: 80 Ibs Weight of Mounting System: 12 Ibs Total Plane Weight: 92 Ibs Total Plane Array Area: 35 ft2 Distributed Weight: 2.62 psf Number of Attachments: 6 Weight per Attachment Point: 15 Ibs Roof Design Variables Design Load- Downward: 918 Ibf Design Load- Upward: 720 Ibf Design Load - Downslope: 460 Ibf Design Load -Lateral: 252 Ibf EcolibriurnSolar Plane Calculations (ASCE 7-10): North East Roof Roof Shape: Edge and Corner Dimension: 3.0335230211681647 ft Attachment Type: Composition Shingle- ES Flashing Stagger Attachments: Yes Average Roof Height: 35.0 ft Include Snow Guards: No Least Horizontal Dimension: 30.3352302116816 ft Roof Slope: 18.0 deg Include North Row Extensions: No Truss Spacing: 24.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 26.9 26.9 26.9 psf Slope Factor 0.95 0.95 0.95 Roof Snow Load 25.5 25.5 25.5 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 1.05 1.05 1.05 - Design Wind Pressure Uplift -20.4 -33.5 -50.3 psf Design Wind Pressure Downforce 16.0 16.0 16.0 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.3 2.3 2.3 psf Snow Load 25.5 25.5 25.5 psf Downslope: Load Combination 3 8.2 8.2 8.2 psf Down: Load Combination 3 25.3 25.3 25.3 psf Down: Load Combination 5 11.8 11.8 11.8 psf Down: Load Combination 6a 26.7 26.7 26.7 psf Up: Load Combination 7 -10.9 -18.8 -28.9 psf Down Max 26.7 26.7 26.7 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 63.6 63.6 61.1 in Max Spacing Between Attachments With Rafter/Truss Spacing of 24.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 21.2 21.2 20.4 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 49.3 49.3 47.4 in Max Spacing Between Attachments With Rafter/Truss Spacing of 24.0 in 48.0 48.0 24.0 in Max Cantilever from Attachment to Perimeter of PV Array 16.4 16.4 15.8 in EcolibriumSolar Layout I � •� y k 4 e Skirt c Coupling e End Coupling Note: If the total width of a continuous array exceeds 35 ft, break ® Clamp array to allow for thermal expansion and contraction. See End Clamp Installation Guide for details. ® North Row Extension Warning: PV Modules may need to be shifted with respect to roof 0 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: 3 Weight of Modules: 120 Ibs Weight of Mounting System: 22 Ibs Total Plane Weight: 142lbs Total Plane Array Area: 53 ft2 Distributed Weight: 2.7 psf Number of Attachments: 11 Weight per Attachment Point: 13 Ibs Roof Design Variables Design Load- Downward: 918 Ibf Design Load- Upward: 720 Ibf Design Load- Downslope: 460 Ibf Design Load- Lateral: 252 Ibf • • EcolibriumSolar Bill Of Materials • Part Name Quantity ES10260 EcoX Row-to-Row Bonding Clip 5 ES10121 EcoX Coupling Assembly 7 ES10146 EcoX End Coupling 4 ES10103 EcoX Clamp Assembly 24 ES10136 EcoX End Clamp Assembly 13 ES10144 EcoX Junction Box Bracket 4(Optional) ES10132 EcoX Power Accessory Bracket 15 ES10333 PV Cable Clip 75 ES10334 4 PV Cable Clip 30 ES10195 EcoX Base, Comp Shingle 37 ES10197 EcoX Flashing, Comp Shingle 37 • r C/ o V 011 t solar 1800 W Ashton Blvd. Structural Group Lehi, UT84043 Jon P. Ward, SE, PE Clint C. Karren, PE Structural Engineering Manager Structural Engineering Manager jon.ward@vivintsolar.com clinLkarren@vivintsolar.com November 21, 2016 Mr. Dan Rock, Project Manager Vivint Solar 1800 W Ashton Blvd. Lehi, UT 84043 Re: Structural Engineering Services Amin Residence 9 Valley St, Salem, MA S-5277758; 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. Based on the above information we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: Description of Residence: The existing residence is typical wood framing construction with the roof system consisting of the following: • Roof section is composed of 2x6 dimensional lumber at 24"on center with interior wall supports 10' from the ridge and a single layer of roofing. The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof members. 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 32 degree roof slopes on the dwelling areas. Ground snow load is 40 PSF for Exposure B, Zane 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 of vivint. solar l_ 'v B. Loading Criteria 8 PSF= Dead Load (roofing/framing) 40 PSF=Ground Snow Load 3 PSF= Dead Load (solar panels/mounting hardware) Total Dead Load= 11 PSF The above values are within acceptable limits of recognized industry standards for similar structures and in accordance with the 2009 International Residential Code with Massachusetts Amendments. Analysis performed on the existing roof structure utilizing the above loading criteria indicates that the existing members will support the additional panel loading without damage, if installed correctly. C. Roof Structure Capacity 1. The photographs provided of the attic space and roof rafters show that the framing is in good condition with no visible signs of damage caused by prior overstressing. D. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "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 1/2"thick and mounted 4 1/2" off the roof for a total height off the existing roof of 6". At no time will the panels be mounted higher than 6"above the existing plane of the roof. 3. Maximum allowable pullout per lag screw is 205 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 1/2", is less than the • maximum allowable per connection and therefore is adequate. 4. Considering the roof slopes, the size, spacing, condition of the roof, the panel supports shall be placed at and attached no greater than every other 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 two (2) spaces or 48" 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. AA � OF Regards, N P G Jon P. Ward, SE, PE AR MA License No. 52584 No. 525 ISTEPE�\`a�4'; 'rS/ONAL EPIP TO CG I Page 2of2 vivant. solar 'Y EXISTING PV SYSTEM SIZE: Q UMBIxG 26 Jlnko SolEr JKM260PE0 kW 1 C NGHHUG, EXISTING SOLAR o I I DISH E ,n ,4 to NEW NC DISCONNECT O i Teen _ ED PV SYSTEM SIZE: 2A EXISTING A.DIS..NNeCT i CH -CE 5°' q 4.050 kW DC �I i QE 2B EXISTING rvc INVERTER �-GKYLIGHT µ3*ryASOMt LAPB6 DDLE I I 15 SAIG,P] THE BACK OF FACH MODULE FRI i O i ® STRING p,'. MOOVLES B1 PVC CONDUIT FROM UNG ION SOX TO ELECTRICAL I � I I /gyp$ PV INTERCONNECTION POINT,INVERTM l6P 8 LOLMSLE OISCOxxECTSwITCM,6 I ❑ 1VMETERLCCA10N,TIE INTO METEM 35tG39]] '`kl 0/i JO INED ON SON ATTACHED TO ARPAY ❑ CG MOUNPNG HARCW ARE TO KEEP ON SOx OrR RWE Roof Type'.Shingle /' c I Roof Section t i O Rwl tll,]IN.SEB ORoof Section 2 I a O rd RAM I. Section 3 i m o m NW S m ORoofb.action 4 I O ' y IT I I SHEET IT NAME: � I 2e 2A to M i H Q I I DO a SHEET NUMBER: y PV SYSTEM SITE PLAN SCALE:3116"=I'-0" a CLAMP+ATTACHMENT COUPLING CLAMP ASSEMBLY (INCLUDES GLIDER) LEAF SPRING g m � d� GLIDER = h MODULE CLAMP+ATTACHMENT �> e m a PERMITTED j COUPLING CLAMP SPACING 5 STRUT NUT RAFTER ECOX BASE SEALING WASHER jRAFTER FLASHING COMP SHINGLES L=PORTRAIT MODULE _ 0 CLAMP SPACING ry 7 � I z N 2 6/16"%4 1/2" I � � SS LAG SCREW � < IL=LANDSCAPE CLAMP SPACING TORQUE=13x2 FT-LBS �� s ( L ,MODULES IN PORTRAIT/LANDSPACE g.p NOTTow E MOUNT DETAIL - ECOX s (a)WITH METAL FLASHING PV 3.0 rvOr To scuF s R z MOUNTING m IN s.o DETAIL CANTILEVER U3 OR LESS = e L=MAX 64" COUPLING CLAMP - PV MODULES,TYP.MOUNT —�� OF COMP SHINGLE ROOF, / SHEET PARALLEL TO ROOF PLANE MODULE NAME: U) Z J F RAFTER 0 wo IPV ARRAY TYP. ELEVATION SHEET NOT TO SCALE NUMBER: �PV SYSTEM MOUNTING DETAIL o NOT TO 5[ALE N PV 3.0 > a Photowitaic System Conduit Conductor Schedule(ALL CONDUCTORS MUST BE COPPER) OC System Size 4050 Tag# Description Wire Gauge #of Conductors/Color Conduit Type Conduit Size ,..� 2 AC System Size 3800 1PV Wire 10 AWG 2(V+,V-) N/A-Free Air N/A-Free Air o Total Module Count 15 1 Bare Copper Ground)EGC/GEC) 6AWG 1BARE N/A-Free Air N/A-Free Air n N - 2THWN-2 10 AWG 2UV+,1V-)B/R PVC 1" ill 2THWN-2-Ground 1(GRN) PVC ¢2 3THWN-2 10 AWG 3(11.1,11.2,1N)B/R/W PVC V 3THWN-2-Ground 8AWG 1(GRN) PVC 1" cE u�>' R Exist o g inverter mmrma Type: DA usenn 4TMWN-2 30 AWG 3(1L3,1L2,IN)B/R/W 1" E ourt �i 4THWN-2-Ground 8AWG 1(GRN) LFNC 1" l Exliti ng e:JKM260P60a[ion: O LVpe:IKM260P60 en„nc.zB H ' VISIBLEIOCKABLE • \ 'KNIFE'VC DISCONNECT Square D 6DAix40Vvu5Eo NEM03 OR EQUIVALEM 1� V pe 1140A%! Wlar Etlge � � 01 ..ODA Us Poi no q,ragr<roorttllor.bad Si de Exl stl ng 240V/200A Lq on 'Conlarms W ANS1 ]05.121OII2),Conlarms to NEC 1010 Service Panel,Single n cp C12.1-2W8 Phase.wnh 200A Main j SQURRE D D221NRB Disconnect W 240W30A FUSED NEMA3 w w m OR EQUIVsUFWWIM15' W U CTERMINATIONS r r pn M Z_ _Z 2 SHEET 2 A NAME: • �_ Existing 240W200A C Squa re D Sub Panel ; STRI NO 1:15 PV 1 2 Is m MODULES 3 Ol O 3 20A _ SHEET 200 NUMBER: lAV MODULES PER INVERTER=4050 WAM STC VIABIHLOCKABO'sNIFE A/C Mlnlmum GMsize4 AWG ey DISCONNECTIN SOHTOFTAP copper W DC Safety Switch Conductor Calculations Rated for max operating condition of inverter PV Module Rating @ STC 45 NEC 690.35 compliant -Wire gauge calculated from NEC code 310.15(B)(16)with ambient temperature calculations *opens all ungrounded conductors Module Make/Model JAPE-60-270/4BB from NEC 330.15(2)(a). m Max Power-Point Current(Imp( 8.65 Amps For"On Roof'conductors we use the 91 column ampaciry,0.5"-3.5"off-the-roof temperature w ^ Optimizer Solar Edge P300 Max Power-Point Voltage(Vmp) 31.23 Volts adjustmentfrom 310.15(B)(3)(c),and raceway fit adjustments from 310.15(B)(16). Open-Circuit Voltage Dime) 38.48 Volts For"Off floaF'conductors we use the]5°C column ampaciry,or the 90°C column ampaciry with E DC Input Power 300 Watts a m DC Max input a 48 Volts Short-Circuit Current(]sc) 9.26 Amps the relevant ambient temperature and raceway fill adjustments,whichever is less. `o N a Pu g The rating of the conductor after adjustments MUST be greater than,or equal to,the continuous E Max Series Fuse(OCPD) 15 Amps _ F DC Max Input Current 125 Amps tlury Calculation Example output current DC Max Output Current 15 Amps Nom.Maximum Power a[STC(Poor) 270 Watts Cal[ula[ion Example-Wire Rating(90°C)x Ambient Temperature Adjustment Conduit Fill Max String Rating S250 Watts Maximum System Voltage DC 1000V(UL) Adjustment>=Continuous Duty Output Current Inverter Make/Model SE3800A-US Vol,Temperature Coefficient -0.33 %/C (On Roof,Tag 2):10 gauge wire rated for40 A, 40Ax0.76 x 1(2 Conductors=30.4 A>=18.]5 CEC Efficienry 9e % A AC Operating Voltage 240 Volts PVModule Rating@STC (Off Roof,Tag 3):10 gauge wire rated for 35 A, 35 A>=19.]9A L Continuous Max Output Current 16 Amps Module Make/Model 1KM260P-60 DC Maximum Input Current 13 Amps Max Power-Point Current(Imp( 8.3] Amps Short Circuit Current F75 Amps Max Power-Point Voltage(Vmp) 31.1 Volts Max Output Fault Current 17.5 A 20ms Open-Circuit Voltage(Voc) 38.1 Volts Short-Circuit Current(Ise) 8.98 Amps Max Series Fuse(OCPD) 15 Amps Optimizer Solar Edge P300 Noun.Maximum Power at STE(Pmax) 260 Watts 3S DC Input Power 30E Watts Maximum System Voltage 1000V DC(IEC) DC Max Input Voltage 48 Volts Voc Temperature Coefficient -0.31 %/C DC Max Input Current 12.5 Amps DC Max Output Current 15 Amps Max String Rating 5250 Watts AC Output Current According to NEC 6901 15.831Amps Nominal AC Voltage 1 240 Volts Inverter Make/Model SE6000A-US THIS PANEL IS FED BY MULTIPLE SOURCES(UTILITY AND SOLAR) OCPD Calculations CEC Efficiency 9].5 % AC Operating Voltage 240 Volts ROOFTOP CONDUCTORAMPACITIES DESIGNED INCOMPLIANCE .r WITH NEC 690.8,TABLES 310.15(B)(2)(a),330.15(B)(3)(a), B rea kern sized a ccordl ng to coati nuous duty output current PV arcu it nam i na l current based off Continuous Max Output Current 25 Amps 310.15(B)(3)(c),310.15(B)(16),CHAPTER 9 TABLE 4,5,&9. 1 nverter continuous output cu rrent%(I.2 SINK code 230.19(A)(1)(a))- g DC Maximu inIn put Current 18 Amps LOCATION SPECIFIC TEMPERATURE OBTAINED FROM ASHRAE 2013 to in Short Circuit Curren[ 22.5 Amps DATA TABLES. Inverter l:SE3800 A-US-U Max Output=15.83 A x 1.25(NEC code 2m.1%A)(1)(a)) = W w, Max Output Fault Current 22.5 A/20ms =19.]9 A<20 A(Oxi > n ASHRAE 2013- > z u Highest Monthly 2%DB Design Temp:32.5 Celsius system output current w/continuous duty 19J9<20A(System OCPD) in w so in Lowest Min.Mean Extreme DB:-23.9 Celsius r a l G a Other Notes SHEET •ALL INTERIOR RACEWAYS CARRYING DC CURRENT SHALL BE METALLIC NAME: •All ampaciry calculations are made in compliance with NEC 220.5(8) 0 N o or . 2 SHEET NUMBER: • N W Inverter Grace ed Alstems Per 6905C _ Main Service Panel Signage (Installed on the Face of the Service Meter) m Per 690,54,61&705.10 Note:Feature placard not needed unless PV disconnect is not as the E E V ¢ m E ¢ DC Disconnect Per 690.53 — — Combiner Boxes,J-Boxes,Disconnect,Devices,& Inverters In Un-Grounded Systems Per 691 f6 Conduit and Racewa s labeled Eve 10' C so AC Disconnect and Any Load Centers(Combiner Panel) 1.� \ Iceougg.Nil! 111 IN DC Disconnect Per 690.17 or Inverter Output Connection(Solar Breaker)at p m Main Service Panel Per 705.12 �- w z o > z u, w w m Rapid Shutdown Per 690.56(C) Rapid Shutdown Disconnect Per 690.12(5)Installed On AC Disconnect SHEET NAME: m c c u m m a m 3 3 a SHEET NUMBER: ALL STICKERS DESCRIBED HER IN SHALL BE MADE OF WEATHERPROOF ADHESIVE,THEY SHALL BE REFLECTIVE,THEY to SHALL CONTAIN NO SMALLER THAN 3B"WHITE ARIAL FONT TEXT AND HAVE A RED BACKGROUND LJ IC TEM WARNING URCE RNING RNING 1 CAUTION:S Poperty ofRVivinS5oJarCONNECTED 4 SECOND SOURCE S AAPHOTOVOSOTAIC SYSTEM J ELECTRICALSHOCK HAZARD 12ELECTRICALSHOCKHAZARD o MAIN BREAKER DE-RATED TO"'DUE TO SOLAR RATED AC OUTPUT:''"A IF A GROUND FAULT 15 INDICATED, THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE t, a 4 2 CIRCUITS NOM.OPERATING AC VOLTAGE: NORMALLY GROUNDED CONDUCTORS UNGROUNDED AND MAY BE ENERGIZED M or MAX OF­AMPS PV SOURCE ALLOWED Property of Vivint Solar MAY BE UNGROUNDED AND ENERGIZED Property of Vivint Solar DO NOT INCREASE MAIN BREAKER RATING WARNING:PHOTOVOLTAIC POWER SOURCE Property of Vivint Solar 9 SITE PLAN PLACARD SHOWING ADDITIONAL POWER E m a .o. Property of Vivint Solar 5 Property of Vivint Solar WARNING 13 SOURCE AND DISCONNECT LOCATIONS.PLACARD N 8 310 PHOTOVOLTAIC AC DISCONNECT 10 NVEPTER OUTPUT CONNECTION HALL BE MOUNTED ON EXTERIOR OF ELECTRICAL E _ ELECTRICAL SHOCK HAZARD RATED AC OUTPUT CURRENT:'^A DO NOT RELOCATE THIS OVERCURRENT DEVICE PANEL(only when necessary) ._ DO NOT TOUCH TERMINALS.TERMINALS ON BOTH 6 NOM.OPERATING AC VOLTAGE:"'"V Property of Vivint Solar Property of Vivint Solar TH E U N E AN D LOAD 51 DES MAY BE EN ERGIZED I N Property of Vivi nt Sola r 11 PHOTOVOLTAIC POWER SOURCE DC DISCONNECT qq PHOTOVOLTAIC RAPID SHUTDOWN THE OPEN POSITION PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID RATED MAXIMUM POWER POINT CURRENT(IMP) '^A 1Y DISCONNECT Property of Vivint solar 7 SHUTDOWN _ RATED MAXIMUM POWER POINT CURRENT(VMP) —A Property of Vivint Solar Property of Vivint Solar MAXI M UM SYSTEM VOLTAGE(VOC) "'V L 8 PHOTOVOLTAIC DC DISCONNECT SHORT CIRCUIT CURRENT(ISC) '"A (p Property of Vivint Solar Property of Vivint Solar o value calculated for each account,for specific Value see the w previous warning label page 11 14 4 7 or ROOFTOP ARRAY 8 12 6 6 6 2 4 13 IF APPLICABLE EVERY IT AND WITHIN VOF ELBOWS ° 3 9 3 3 3 1 O 1 2 5 5 5 5 5 5 o p q.P MICRO-INVERTER SYSTEMS °P DC O O > ? (3 DISCONNECT `. INSIDE IORI _— — __ __ _ SHEET - NAME: 12 SOLAR INVERTERS COMBINER PANEL VISIBLE/LOCKABLE VIVINT SOLAR METER VISIBLE/LOCKABLE SUB PANEL MAIN SERVICE JUNRIDN (MAY BE ON ROOFTOP (WHEN USED) A/C DISCONNECT (WHERE REQUIRED) A/C DISCONNECT WHEN REQUIRED) 4DI�C.NNER PANEL BOX 5 INTEGRATED WITH (WHERE REQUIRED) ) 10 u w SYSTEMS ARRAY) TYPICAL SOLAR GENERATION INSTALLATION INSIDE PANEL m m (NOT ALL DEVICES ARE REQUIRED IN EVERY JURISDICTION) - ?i a SHEET NUMBER: ALL STICKERS DESCRIBED HERIN SHALL BE MADE OF WEATHERPROOF THESE PLACARDS SHALL BE PLACED ON ALL INTERIOR AND EXTERIOR DIRECT-CURRENT(DC)CONDUIT,ENCLOSURES,RACE-WAYS,CABLE ADHESIVE,THEY SHALL BE REFLECTIVE,THEY SHALL CONTAIN NO ASSEMBLIES,JUNCTION BOXES COMBINER BOXES,AND DISCONNECTS TO ALERT THE FIRE SERVICE TO AVOID CUTTING THEM.MARKINGS SMALLER THAN 3/8"WHITE ARIAL FONT TEXT,AND HAVE A RED SHALL BE PLACED ON ALL DC CONDUIT EVERY 10 FT(3048 MM),WITHIN 1 FT(305MM)OF.TURNS OR BENDS AND WITHIN 1 FT(305 MM),ABOVE e BACKGROUND AND BELOW PENETRATIONS OF ROFF/CEILING ASSEMBLIES,WALLS OR BARRIERS L4