Loading...
16D-029 (3) 68 LILLY ST BP-2021-1349 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 16D-029 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR ELECTRIC SYSTEM BUILDING PE R NI I T Permit# BP-2021-1349 Project# JS-2021-002222 Est.Cost: $29315.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: VIVINT SOLAR DEVELOPER LLC 062490 Lot Size(sq. ft.): 17206.20 Owner: MILLER.TAMES M Zoning:URB(88)/URA(12)/WP(1)/ Applicant: VIVINT SOLAR DEVELOPER LLC AT: 68 LILLY ST Applicant Address: Phone: Insurance: 150 PADGETTE ST UNIT A - Attn Savina Cervone (413) 259-8044 () WC CH I C O P E E MA01022 ISSUED ON:5/17/2021 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL 41 PANEL 13.32 KW ROOF TOP SOLAR SYSTEM WITH SMART METER POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. ( 1f )9I Certificate of Occupancy signatur j: FeeType: Date Paid: Amount: Building 5/17/20210:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner t 3 PC r Department use only City of Northampton Status of Permit: Building Department I Curb Cut/priveway Permit 212 Main Street MAY 1 j er/Septic Availability Room 100 f Water/W0ll Availability Northampton, MA 0106_;,T"'------_ .JJwo Seta of Structural Plans hone 413 587 1240 Fax 413 5 ° ! Disc ICI' tt p `_ 'TON.r }dl8{teiflans •-,.— 01(i�0 'Other Specify APPLICATION TO CONSTRUCT,ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office gQ L�Ilk StMap 1 UP Lot vplim/ Unit A l 10r,1a.1 4414 , O(�Z Zone Overlay District rl "t Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: saw ilLzr a ( II s4 .1 MA (AO 6z Name(Print) 11 `` I Current Mailing-Address: - ek c. .� 5\c t'-d Go►±i-c`: Telephone 313$ Signature 2.2 Authorized Agent: Tn-e,11. t kL OML 1,-) 150 Padgette St, Chicopee, MA 01022 Name(Print) Current Mailing Address: jj 413-217-4033 pioneervalleypermits@sunrun.com Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building 51$/3,0o (a) Building Permit Fee 2. Electrical t-1.3 (b) Estimated Total Cost of i 1SZ,00 Construction from (6) 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 0030 5. Fire Protection 6. Total = (1 +2 +3+4+ 5) Z9 ,315.o Check Number IJ This Section For Official Use Only p_ 'J ,tqq Date Building Permit Number: 12 � �/ Issued: Signature: c� 5- I 7 - ZOZ 1 Building Commissioner/Inspector of Buildings Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department • Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg.Square Footage Open Space Footage (Lot area minus bldg&paved parking) #of Parking Spaces Fill: (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DON'T KNOW O YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW 0 YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW 0 YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES ® NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO O IF YES, describe size, type and location: E. Will the construction activity disturb(clearing, grading,excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) I Roofing pi Or Doors 0 Accessory Bldg. ❑ Demolition ❑ New S np [O] .Decks [E] Siding[O] Other[14SI] 1C }1U Brief Description of Proposed work: Installation of roof mounted photovoltaic solar systems#of modules 41 pa,teIs j.S-31S7t() Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a. If New house and or addition to existing housing, complete the following: a. Use of building : One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction ___ i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No . I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION -TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. ciLU S;VLLS Cb4' " Signature of Owner Date I, Vivint Solar Developer, LLC , as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Print Name J r/i VZ-611 Signature of Owner/Agent Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Douglas Caverly CS-062490 License Number 150 Padgette St Unit B, Chicopee, MA 01022 03/02/2022 Address Expiration Date Z7 uq.i- _ 413-259-8044 Signature Telephone 9.Registered Home Improvement Contractor: Not Applicable ❑ VIVINT SOLAR DEVELOPER, LLC/Douglas Caverly 170848 Company Name Registration Number 1800 W Ashton Blvd, Lehi UT 84043 1/4/2022 Address Expiration Date Telephone 413-259-8044 SECTION 10-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 No ❑ 11. — Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner: Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature The Commonwealth of Massachusetts Department of Industrial Accidents ? ►=al Office of Investigations =i�__ 1 Congress Street, Suite 100 Boston, MA 02114-2017 k www.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leeibly Name (Business/Organization/Individual):Vivint Solar Developer, LLC c/o Sunrun Inc Address: 225 Bush St, Suite 1400 City/State/Zip:San Francisco, CA 94104 Phone#:628-502-2834 Are you an employer'' Check the appropriate box: Type of project(required): 1.2 I am a employer with 253 4. ❑ 1 am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. 0 Demolition workingfor me in anycapacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.t required.] 5. ❑ We arc a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.2 Other Solar Installation comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Liberty Insurance Corporation Insurance Company Name: WA764D445522020 10/1/2021 Policy#or Self-ins. Lic. #: Expiration Date: Job Site Address: 67 [>rtl' SC City/State/Zip:F,OIelc�r✓, OIc�6Z.. Attach a copy of the workers' compsation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: Date: 11/5/2020 Phone#: 628-502-2834 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): I.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards COnstructlon'SUperVlsor CS-062490 Expires:03/02/2022 DOUGLAS P CAVERLY 178 MILLER STREET LUDLOW MA 01066 tip' Commissioner Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE:Suoolement Card Registration gicoiration 170848 01/04/2022 VIVINT SOLAR DEVELOPER LLC. DOUGLAS CAVERLY � �c 1800 W.ASHTON BLVD. LEHI.UT 84043 Undersecretary �-.IN SUNRINC-02 JWANG3 ACORO CERTIFICATE OF LIABILITY INSURANCE DATE( �� 11/2/2020YYVY) 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 1 REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or 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 Atsuko Scott NAME: Alliant Insurance Services,Inc. PHONE I FAX 575 Market St,Ste 3600 (A/C,No,Ext): (NC,No): San Francisco,CA 94105 E-MAIL ADDRESS:Atsuko.Sco�tt@ crY stalco.com INSURER(S)AFFORDING COVERAGE NAIC N INSURER A:Navigators Specialty Insurance Company 36056 INSURED INSURER B:Liberty Mutual Fire Insurance Company 23035 Vivint Solar Developer,LLC INSURER C:James River Casualty Company 13685 c/o Sunrun,Inc. 225 Bush Street,Suite 1400 INSURER D:Liberty Insurance Corporation 42404 San Francisco,CA 94104 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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 TYPE OF INSURANCE ADDL SUER INK) W POLICY NUMBER IMM/POLICY EFF POLICY EXP UNITS LTR INK) DD/YYYYI,IMMIDDIYYYYI A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE X OCCUR LA2OCGL2303211C 11/1/2020 10/1/2021 PREMIS T EirNTED 1,000,000 PREMISES(Ea occurrencel $ MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY X PELT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 X OTHER Retention: $100,000 Per Project Agg $ 10,000,000 B AUTOMOBILE LIABILITY ((EaaMBINdeeDISINGLE LIMIT) $ 2,000,000 X ANY AUTO AS2641445522010 11/1/2020 10/1/2021 BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOSRE� ONLY _ AUTOS BODILY p O INJURY(Per accident) $ AUTOS ONLY _ AUTOS O Y (Perr as dent�MAGE $ Liability Ded.: $ 100,000 C UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 4,000,000 X EXCESS LIAB CLAIMS-MADE 001072260 11/1/2020 10/1/2021 AGGREGATE $ 4,000,000 DED I-RETENTIONS $ D WORKERS COMPENSATION Xy PER STATUTE ERH AND EMPLOYERS'LIABILITY WA764D445522020 11/1/2020 10/1/2021 1,000,000 ANY PROPRIETOR EARTNERE ECUTIVE YIN NIA E.L.EACH ACCIDENT $ OFF(Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers'Compensation Policy WA764D445522020 Deductible:$500,000. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Northampton THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN P ACCORDANCE WITH THE POLICY PROVISIONS. 212 Main Street Northampton,MA 01060 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD vivint.Solar 1800 W Ashton Blvd. Lehi, UT 84043 A SUl1Uf1 COMPANY May 13, 2021 Re: Structural Engineering Services Miller Structure 68 Lilly St, Northampton, MA S-6626753; CAD Version: 3; MA-04 To Whom It May Concern: We have reviewed the following information regarding solar panel installation on the roof of the above referenced structure: 1. Site visit by a representative from our office under my supervision identifying specific interior and exterior site information including the condition of the existing roof system and the size, spacing, and condition of existing structural framing members. Information gathered during the site visit includes photographs, sketches, and verification forms. 2. Design drawings of the proposed PV System layout, including details to mount the new solar panels to the existing roof. 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: A. Description of Structure: The existing structure has typical wood framing construction with membrane and a maximum of two layers of composite shingle roofing. All wood material utilized for the roof system is assumed to be Spruce-Pine-Fir#2 or better with standard construction components. The designed areas of the home consist of the following framing methods: • Roof Section 1: Dimensional lumber - 2x6 at 16" on center. Based on survey photos, the framing size and spacing was verified through a tap test and dowel measurement. • Roof Section 2: Dimensional lumber - 2x6 at 16" on center. Based on survey photos, the framing size and spacing was verified through a tap test and dowel measurement. • Roof Sections (3 and 4): Built-In-Place truss at 24" on center. Survey photos indicate that there was free access to verify the framing size and spacing. A tap test entails tapping the roof or ceiling to identify location of rafters and getting a rafter spacing measurement. The dowel measurement entails drilling through the roofing and sheathing or ceiling and using a dowel or wire to determine the framing depth. B. Loading Criteria 10.13 PSF = Dead Load (roofing/framing) 3.00 PSF= Dead Load (solar panels/mounting hardware) 13.13 PSF =Total Dead Load 20 PSF = Roof Live Load 40 PSF = Ground Snow Load (based on local requirements) Wind speed of 117 mph (based on Exposure Category B-the total area subject to wind uplift is calculated for the Interior, Edge, and Corner Zones of the dwelling.) vivint.Solar Page 1of2 A SUO1Uf1 COMPANY C. Solar Panel Anchorage 1. Installation shall proceed in accordance with the applicable guidelines and recommendations indicated below. 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. • EcoFasten Solar Installation Manual, which can be found on the EcoFasten Solar website (www.ecofastensolar.com). 2. The solar panels are 1 Yz" thick. At no time will the panels be mounted higher than 10" above the existing surface of the roof. 3. The following mounting types shall be used. Please refer to the mounting details for the associated mounting method requirements. Based on our evaluation, the uplift demand is less than the maximum allowable per mount and therefore is adequate. • Rock-It: (1) 5/16" lag screw. Pullout capacity based on National Design Specifications (NDS) of timber construction specifications for Spruce-Pine-Fir is 205 lbs/inch penetration. • SimpleGrip: (2) OMG XHD #15 screws. Based on testing with 2" embedment, pullout capacity is 459 Ibs/mount. 4. Fasteners are installed to meet industry standards and this document satisfies code requirements verifying that the fasteners will not adversely affect the roof framing. 5. The maximum allowed spacing was calculated for the Wind Speed shown in paragraph B above, using the wind load uplift procedures of ASCE 7-10. These spacing requirements apply to all mount types indicated above. The following values have been verified by mounting hardware manufacturers' testing data, which are available upon request. Panel support connections should be staggered, where possible, to distribute load to adjacent members. Modules in Landscape Modules in Portrait Max Horizontal Spacing (in) 72 48 Cantilever(in) 24 16 D. Summary Based on the above evaluation, with appropriate panel anchors being utilized, the roof system designed on will adequately support the additional loading imposed by the solar panels, if installed correctly. This evaluation has been performed for the structural elements only and verifies that they are in conformance with the 2015 International Residential Code with Massachusetts Amendments, current industry standards and practice, and the information supplied to us at the time of this report. If there are any questions regarding the above, or if more information is required, please contact me. Regards, SN OF A�._ boy J. Matthew Walsh, PE / J 'ATTti MA License No. 54057 l _ Gt14 y q NO 54057 PO cisrEP��\,��y • SSioNAI ENO 05/13/2021 vivint.Solar" Page2of2 A SUl1Uf1 COMPANY 4J PV STRINGS: ROOF SECTIONS: PV SYSYSTESTEM LEGEND M SIZE: ��j PV STRING 1=14 MODULES ROOF PLANE 1 SLOPE=35° (N)13.325kW DC 19.800kW AC PV STRING 2=14 MODULES ROOF PLANE 1 AZIMUTH=150° ROOF 1 MAT=COMPOSITION SHINGLE '9�PV STRING 3=13 MODULES ROOF PLANE 2 SLOPE=35° ROOF PLANE 2 AZIMUTH=60° POINT OF INTERCONNECTION IN ROOF 2 MAT=COMPOSITION SHINGLE I M I EXISTING INTERIOR MSP TIED TO UTILITY METER 05672839. ROOF PLANE 3 SLOPE=35° <(N)PV SYSTEM AC DISCONNECT. ROOF PLANE 3 AZIMUTH=330° - ROOF 3 MAT=COMPOSITION SHINGLE INI DEDICATED PV SYSTEM COMBINER C PANEL. SEE PAGE S 1.0 FOR MOUNTING DETAILS ROOF PLANE 4 SLOPE=35°i. (N)2PV STRING INVERTERS: ROOF PLANE 4 AZIMUTH=240° a SE8000H-Us 8 SE3800H-US ROOF 4 MAT=COMPOSITION SHINGLE (N)41 JINKO SOLAR JKM325M-AOHBL ROOF PLANE 5 SLOPE=9° MODULES WITH P370 OPTIMIZERS ROOF PLANE 5 AZIMUTH=240° MOUNTED ON THE BACK OF EACH ROOF 5 MAT=MEMBRANE ROOF MODULE. (N)JUNCTION BOX. O © ROOF PLANE 6 SLOPE=9° (NN)UNCTION BOX. ULE) ROOF PLANE 6 AZIMUTH=240° I_I(MOUNTED WITH SOLADECK) ROOF 6 MAT=MEMBRANE ROOF Ji ♦ O EXISTING DETACHED UTLITY \ ♦ METER(05672839) ♦♦�� ♦\;\ \\NI \ \ -('1)SMART METER.LOCATED WITHIN 10' O♦b• `\♦ 411111 P OF MSP. 44 ♦ r 0 1 12/ M \I j vivint.Solar A sunrun COMPANY 1800 ASHTON BLVD.LEA)UT,84043 29 SEE PAGE S 1A FOR MOUNTING DETAILS MALT 1708404i5)155688A 68 LILLY ST MILLER RESIDENCE 88 LILY ST FRONT OF HOUSE. FLORENCE,MA01062 r9 UTILITY ACCOUNT.03666-94000 g ALL LAYOUT DEVIATIONS MUST BE APPROVED METER:05672839 BY THE ENGINEER OF RECORD N 1 SITE PLAN DRAWN 6753 ROC MA PV 1°0H SCALE:118°=T-0* DRAWN BY:DIN y DATE 0905/2021 4 REVISION 0 ..'Ti MOUNTING NOTES NOWT COUPLING MO CLAMP ROCK-IT COUPLING MID CLAMP ® \, .10 CEin I• II „ ROCK-IT 3.0 COUPLING 1._' ROCK-IT SLIDE MID CLAMP PEDESTAL �� /� METAL ® ROCK-R '� SWAIM' •�'— FLASHING HEX FLANGE BOLT COUPLING SHELF 300 SERES SS III ROCK-IT COUPLING SHELF ISOMETRIC VIEW �// I Ate0 A� __� _ COMP SHINGLES `1 SS LAG SCREW LYa°t) TOR JE=13S2 MSS. 1, \\\�, SIDE VIEW 511B'S1 1? TIE PLATE HEX FLANGE BOLT 8 ILSCOSGBd GROUNDING LUGS SIDE VIEW 300SERIESSS 0 0 1 ROCK4T 3.0 MOUNT DETAIL NOT TO SCALE • S 1,0 NOT TO SCALE 51.0 - - U.L USING FOR ECOFASTEN22U3 ® ROCK-IT 3.0 COUPLING ASSEMBLY ROOST 23 N. NOT TO SCALE TOPVIEw MAX MOUNT SPACING LANDSCAPE MOUNT SPACING=64" CLAMP.ATTACIMENT. ry LANDSCAPE CANTILEVER=21" CLAMP•ATTACHMENT,TYP PORTRAIT MOUNT SPACING=48' OU CPLIN"P PERMITTED COUPLING,TYP PORTRAIT CANTILEVER=16' SEE MOUNTING NOTES I I CLAMP SPACING MOUNT SPACING SEE MOUNTING NOTES COUPLNG CLAMP FRAMING,TYP MODULE TYP ROCKHT SLIDE MODULE METAL MODULE TYP FLASHING EPOM BONDED WASHER FRAMING.RAFTER ERMINE.TYP FORMS WATERTIGHT SEAL _ LAANDSCAPE CLAMP SPACING ® PV SYSTEM MOUNTING DETAIL 5 MODULES IN PORTRAIT/LANDSCAPE I _I L=PORTRAIT NOT TO SCALE s 1.0 NOT TO SCALE CLAM SPACING COMP SHINGLES 2-1 MN 3'MIN AND 3-MAX BETWEEN TOP OF ROOF AND BOTTOM OF MODULE ONE HOLE STEEL STRAP CONDUIT MN y13•DIAN— - SSLAGFTREW TO TYP. ® /—� TOROUE.I3t2LAG SCREW - TO FRAMING TOF YP.MOUNT J/- 0.00ETYPE,PARAELEI WITH PLANE OF ROOF .�Y CONDUIT MOUNT BRACKET v� .Solar'3•MAK .•_ -:-� AsunruncoMI.PAVHSECTION HEW • 1 t? 1800ASH 1.BT/.IOL.1129�,840/3FLASHING OR TILE STRAPZillil— MA LK::170BI6 IT5666A • -+i* MILLER RESIDENCE ________________________ _—_ 66 LILLY ST 3 SECTION VIEW FLORENCE,MA01062 RI S 1.0 NOT TO SCALE411D PV ARRAY TYP.ELEVATION 7 CONDUIT MOUNTING DETAIL UTILITY ACCOUNT,03666-94000 g S1.0 NOT TO SCALE NOT TO SCALE METER.05672639 U S. MOUNT DETAILS BM6753 ROC:MA-0/ S 1.O DRAWN BY:DIN SCALE:NOT TO SCALE DATE:05'05/2021 = RFVISION-0 /1 MOUNTING_NOTES NOWT COWING OMG XW FLANGE NUT YDCTALP 3005ERE555 ROCWIT SLIDE OMG%HD D EPDM BONDED WASHER 1 300 SERFS SS ROCKITCOWNG \ EPDM BONDED WASHER MD CLAMP \� ROGNT SLIDE FORMS WATERTIGHT ASEAL �^, ROOFING WATERPROOF 11111111 I'HT II° � /A/! MASTIC /`� \\\� GREENFASTEN BUSHING ® \, (WO COMPRESSION PLATE 411.1111=111— �T���� ROLL NTCWPLMG SHELF WO.UPPER LEVEL MISTC _ ROHEaF4, $ �, COUPLING SHELF(2)OMG 1040 SCREW (2)OMG XID SS SCREWSS'7/'al I? ISOMETRIC VIEW \j 0 TIE PLATE HEX FLANGE BOLT (�L SIDE VIEW 300 SERIES SS N�---N SMPLEGRW BASE .. ROOF LEVEL MASTIC U.I.USING FOB ECOFASTEL 2M WEIGHT:II.. (NSTALLED PER MANUFACTURES INSTRUCTIONS) ® O 1 SIMPLEGRIP SO MOUNT NOTE: 2 ROCK-IT 3.0 COUPLING ASSEMBLY -1 51,0 NOT TO SCALE •SCREWS NEED TO BE PLUNGED Si.0 NOT TO SCALE INTO THE RAFTER IM'FROM ONE TOP VEW MAX MOUNT SPACING ANOTHER. LANDSCAPE MOUNT SPACING=72" LANDSCAPE CANTILEVER=24" CLAMP•ATTACHMENT,T PP `CLAMP*ATTACHMENT.TYP PORTRAIT MOUNT SPACING=48' Ate. OMMOM. k. COUPLING,TYP `/ COW_MG,TYP `` TLEVER.SEE MOUNTING NOTES I I PORTRAIT CANTILEVER=18' 1 a :�� MOUNT SPACING SEE MOUNTING NOTES COUPLING CLAMP FRAMING.TYP MODULE,TYP 8 LSCO SGB-4 GROUNDING LUGS MoOULE 51.0 NOT TO SCALE MODULE.TYP FRAMING RAFTER -FRAMING,TYP ROCK IT lop COUPLING I I L=LANDSCAPE CLAMP SPACING ® PV SYSTEM MOUNTING DETAIL 5 MODULES IN PORTRAIT/LANDSCAPE ',PORTRAITI jlly I NOT TO SCALE 51.0 NOT TO SCALE _. CLAMP SPACING ' ROCK4T SLIDE 3'MN AND 6'NW BETWEEN TOP OF ROOF AND BOTTOM OF MODULE ROCII4T STRUT CLAMP PEDESTAL CONDUIT ►_l PV MODULE,TYP.MOUNT L 1 TOFRAANG OF EXISTING SWAMI' -SS — ROOF TYPE,PARALLEL HEX FLANGE BOLT WITH PLANE OF ROOF vivint.Sola r, 300 SERIES SS P MAXAKI AI A sunrun COMPANY ® LH OOTTE 1800 ASHTON BLVD.LEHI,UT,84043 , PPE SUPPORT 1.877404.4129 — "C ROOFING MATERIAL MA UC.170848 15686A I DECKING MILLER RESIDENCE 68 LILLY ST h FLORENCE,MA 01062 09) SIDE VIEW /IllPV ARRAY TYP.ELEVATION 7 CONDUIT MOUNTING DETAIL UTILITY ACCWNT:03688940W X. NOT TO SCALE NOT TO SCALE S I 0 NOT TO SCALE METER 05672839 Ve MOUNTDETAILS SI S-6626753ROCMA-04 S 1A1 DRAWN BY:DIN �y SCALE:NOT TO SCALE DATE.05105/2021 s RFVISION 0 0 ROOF INFORMATION FRAMING INFORMATION ATTACHMENT INFORMATION MOUNT LEGEND SECTIONROOTYPE TYPE SPACING MOUNT DETAIL MAX LANDSCAPE MAX LANDSCAPE MAX PORTRAIT MAX PORTRAIT CONFIG. RAFTER _ SPACING CANTILEVER SPACING CANTILEVERU�NG FEET • RS 1 , COMPOSITION SHINGLE RAFTER 16" ECOFASTEN ROCK-IT 64'OC 21' 48'CC 16' STAGGERED RS 2 , COMPOSITION SHINGLE RAFTER 16' ECOFASTEN ROCK-IT 64'CC 21' 48'OC 16' STAGGERED • _ RS 3 COMPOSITION SHINGLE RAFTER 16' ECOFASTEN ROCK-IT 64'OC 21" 48'OC 16' STAGGERED • RS 4 COMPOSITION SHINGLE RAFTER 16' ECOFASTEN ROCK-IT 64'OC 21' 48'OC 16' STAGGERED • RS 5 MEMBRANE ROOF RAFTER 16' ECOFASTEN SIMPLEGRIP 72'OC 24' 48'OC 16' STAGGERED RS 6 MEMBRANE ROOF RAFTER 24" ECOFASTEN SIMPLEGRIP 72'CC 24' 48'CC 16' STAGGERED O 3' IIII 7 1'i' —/--0/2'-8•—/-7.8•-7A74• 7-8'--/-7-8'-/-2'-r/,-'7f- 14" 3' 7-8'--/-7-8' 7-8'/0---00,-- 1,-4' 6• /- 1v -,, 5" • • • • • • • •• • • • [ 5 ' . • f. s' 14' -- 54' J 54' j 54' ���5'4' O • • • • a 46 • • s' • • • • • • • • 1.7 • • • • • • • • r 10" • • w vivint.Solar 4, L1,�• A sunrun COMPANY 1800 ASHTON BLVD.LEH4 UT,84043 4, 1.877.404.4129 \ -I • • MA LIC:170848115688A \ ` • • a • • MILLER RESIDENCE 1'�' — 88 LILLY ST 8• 6' FLORENCE,MA 01062 4 UTILITY ACCOUNT.03666-94000 5 METER:05672839 T MOUNTING DIAGRAM 5-6626753 S 1 .011 .MA-04 ROC DRAWN BY.DIN ; SCALE:0.015550 DATE 05/052021 RFVISION•0 w 1 Photovoltaic System Conduit Conductor Schedule(Unless Otherwise Specified Conductors Shall be Copper) DC System Size(Watts) 13325 Tag Description Wire Gauge If of Conductors/Color Conduit Type Conduit Size i AC System Size(Watts) 9800 1 DC-to-DC Converter Output(PV Wire) 10 AWG 2(V+,V-)B/R Free Air N/A Total Module Count 41 1 EGC(Bare) 6AWG 1BARE Free Air N/A u o 2 DC-to-DC Converter Output(THWN-2( 12 AWG 4(2V.,2V-)B/R EMT 1/2" v I- f so 2 EGC(THWN-2) 12 AWG 1(GRN) EMT 1/2" 7.1 R 3 DC-to-DC Converter Output(THWN-2) 12 AWG 2(V+,V-)B/R EMT 1/2" ec c 2 a 3 EGC(THWN-2) 12 AWG 1(GRN) EMT 1/2" o 1 E u 4 Inverter Output(THWN-2) 8 AWG 3(11,L2,N)B/R/W EMT 3/4" r 4 EGC(THWN-2) 10 AWG 1(GRN) EMT 3/4" Z 7" 5 Inverter Output(THWN-2) 12 AWG 3(L1,L2,NI 8/R/W EMT 1/2" 5 EGC(THWN-2) 12 AWG 1(GRN) EMT 1/2" 6 Inverter Output(THWN-2) 6 AWG 341,12,N)B/R/W EMT 3/4" 6 EGC(THWN-2) 10AWG 1(GRN) EMT 3/4" 7 Service Feeder(THWN-2) 6 AWG 3(L1.12,N)B/R/W EMT 3/4" L 7 GEC(THWN-2) 8AWG 1(GRN) EMT 3/4" 0 Z _ Oa g li- v L• c '• c � e; N Q SolarEdge SE3800H-US - a 'Conforms to ANSI . Ln C12.1-2008 a L.,STRING 3:13 PV 1 2 13 �`8/ MODULES d 1 r os W/OPTIMIZERS MIa S t 1 r. \ Sol arEdge SE6000H-US PV System SMART Meter ¢ m _ 13 PV MODULES PER INVERTER.4225 WATTS "Conforms to ANSI g STC v=� C32.1-2008 wo oc I- L. Z m Square DDU222R8 Point of Interconnection,Supply Side 705.11 > j s 240V/60A Unfused, External Rapid Shutdown Z � NEMA3R,with 75"C W re -r Disconnect;Square D j terminations D222NRB 240V/60A - ma u'i 2OA Fused,NEMA3R,with 75"C f F m E ( '_� terminations Exi sting Murray 2 Z CCCC0 N STRING 2:14 PV 0 © 14 35A © 240V/200A Service Pond, MODULES _ I Single Phase,with 200A SHEET W/OPTIMIZMain Disconnect NAME: ■ ■ LINE �' Q\ I , �� d STRING 1:14 PV f 2 - ® ` I Combiner Panel 125A/240V,Square D 2b0A C R � �1 A • J Ci MODULES NEMA 3R!unction Boo (4� HOM48L325GR8 V — LO 'y' n �A n��/7 m i) SHE ET W/OPTIMIZERS v -� Q 11 6 -. NUMBER: il 28PV MODULES PER INVERTER=91 Visib-4--able'Knife'AC "- g " Visible/Lockablel'IKnife'AC bbbb, Minimum GEC size SIC e-f Disconnect Disconnect,In Sight of Tap AWG copper Inverter/Optimizer Specs PV Module Rating A SIC Conductor Calculations Optimizer SolarEdge P370 Module Make/Model linko Solar 1KM325M-60HBL n Wire ampacity calculated from 310.16&17 as appropriate with ambient temperature g DC Input Power 370 Watts Max.Power-Point Current(Imp) 9.68 Amps m c calculations from Table 310.15(B)(1)&310.15(B)(2)and raceway fill adjustments from 310.15(C) DC Max.Input Voltage 60 Volts Max.Power-Point Voltage(Vmp) 33.6 Volts y N < (1).Conduit on the roof shall be installed no less than 1"above the roof deck. f m DC Max.Input Current 13.75 Amps Open-Circuit Voltage(Voc) 41.1 Volts PV Circuit conductor ampacity is constrained using the 75'C column with the continuous duty v c DC Max.Output Current 15 Amps Short-Circuit Current(Isc) 10.2 Amps uprating or the 90'C column with the relevant ambient temperature and raceway fill adjustments °C a = Max.string rating inverter dependent.See SE documents. Max.Series Fuse(OCPD) 20 Amps without the continuous duty uprating per 690.8(B),whichever results with a larger wire size. = E 'o' Inverter Make/Model SolarEdge SE6000H-US Nom.Max.Power at STC(Pmax) 325 Watts Non-PV Circuit conductors use the ampacity in the 75'C column or the 90'C column with the C 4 CEC Efficiency 99 % Max.System Voltage 1000 VDC(Ut/IEC) relevant ambient temperature and raceway fill adjustments,whichever is less(110.14(C)& o = AC Operating Voltage 240 Volts Voc Temperature Coefficient -0.28 I %/C 310.14(A)(2)).The rating of the conductor after adjustments shall be greater than,or equal to, Cont.Max Output Current 25 Amps the continuous duty uprated current. DC Max Input Current 16.5 Amps ASHRAE 2017-WESTFIELD-BARNES AP More information about conductor calculations can be provided upon request. Input Short Circuit Current 45 Amps Highest Monthly 2%D.B.Design Temp.:33'C Calc.Ex:Wire Ampacity x Ambient Temp.Corr.Factor x Conduit Fill Adj.Factor>=Output Current Max Output Fault Current 27.5 A/20 ms Lowest Min.Mean Extreme D.B.:-25.4'C (Tag 1 Under Array): DC-to-DC Converter Output:10 AWG rated 30 A, 30 A>=18.75 A -S. r Inverter 2 Make/Model SolarEdge SE31100H-US (Tag 2 On Roof): 0 Z CEC Efficiency 99 % Power Source(s)Output Calc:705.11 DC-to-DC Converter Output:12 AWG rated 20 A, 20 A>=18.75 A O <a AC Operating Voltage 240 Volts (Tag 3 On Roof): CO Cont.Max Output Current 16 Amps Service Rating:200 Amps DC-to-DC Converter Output:12 AWG rated 20 A, 20 A>=18.75 A } 0 DC Max Input Current 10.5 Amps PV Uprated Output Current:51.25 Amps (Tag 4 Exterior): c 7 Input Short Circuit Current 45 Amps 51.25A<=200A,OK Inverter Output:8 AWG rated 50 A, 50 A>=31.25 A a ` Max.Output Fault Current 17.5 A/20 ms (Tag 5 Exterior): S C Inverter Output:12 AWG rated 20 A, 20 A>=20 A aLm N (Tag 6 Exterior): < '^ Inverter Output:6 AWG rated 65 A, 65 A>=51.25 A i (Tag 7 Exterior): y Service Feeder:6 AWG rated 65 A, 65 A>=60 A U m N Other Notes v •Designed according to and all code citations are relevant to the 2020 National Electrical Code. g •All interior raceways carrying DC current shall be metallic. g m Si C Voltage and OCPD Calculations(690.7,690.9) > Z a .. -. Ill Ill - PV Source Max Circuit Voltage:Module Voc x(1-(AT x Voc Coeff))[art.690.7(A)] m 1KM325M-6OHBL:41.1 V x(1-((25 C--25.4 C)x-0.28%))=46.9 V<=60 V F 1-- 43 zz ^,, ‘,2 Inverter Output Circuit(s):Listed Output Current x 1.25[art.690.9(B)] SHEET Inverter 1:SE6000H-US Max Output=25 A x 1.25=31.25 A<=35 A(OCPD) NAME: Inverter 2:SE3800H-US Max Output=16 A x 1.25=20 A<=20 A(OCPD) System output current w/continuous duty=51.25 A<=60 A(System OCPD) m ar o n 2 a _ SHEET NUMBER: fV W t DocuSign Envelope ID:89C8F1CD-53FE-443A-BC79-5DEF8A3OECO8 Vivint Solar BrightSaveTM Agreement Take Control of Your Electric Bill $0 Years • 195 Deposit due Agreement Term Length Monthly Bill for Year Year 1 Cost per kWh Today One (plus taxes, if applicable; (excluding upfront includes $7.50 discount for payment, if any) Auto-Pay enrollment) WE'VE GOT YOU COVERED WITH OUR WORRY-FREE SERVICE (;) x. We provide hassle-free We monitor the system We warrant, insure, Selling your home? design, permitting, and to ensure it runs maintain and repair We guarantee the buyer installation. properly. the system. We will qualify to assume also provide a 10- your agreement. year roof warranty. A SOLAR SYSTEM DESIGN FOR YOUR HOME You get a 13.325 kW DC Solar System With 41 Solar Panels Which will produce an est. 12009.933 kWh in its first year And offset approx. 99 % of your current, estimated electricity usage YOUR SALES REPRESENTATIVE: Gina Ramos gina.ramos@sunrun.com DocuSign Envelope ID:89C8F1CD-53FE-443A-BC79-5DEF8A3OECO8 By signing below, you acknowledge that you have reviewed and received a complete copy of the Agreement without any blanks. Such Agreement shall be the complete understanding between the Parties. VIVINT SOLAR DEVELOPER, INC. Signature: £t4+ c4 Print Name: Gerson Calero Date: 4/13/2021 Title: 9501770 Processing Agent Federal Employer Identification Number: 80-0756438 IF YOU CHOOSE TO PAY BY CHECK, MAKE CHECKS OUT TO VIVINT SOLAR DEVELOPER, INC. NEVER MAKE A CHECK OUT TO A SALES REPRESENTATIVE. OUR SALES REPRESENTATIVES ARE NOT AUTHORIZED TO RECEIVE CHECKS IN THEIR OWN NAMES. YOU MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE TENTH DAY AFTER THE EFFECTIVE DATE. PLEASE REVIEW THE ATTACHED NOTICES OF CANCELLATION FOR AN EXPLANATION OF THIS RIGHT. Customer Prim 0A4. Holder Secondary Account Holder (Optional) ait tw6EA44F.. Signature April 13,2021 I 12:44 PM MDT Date Print Name Email Address*:james.miller228@gmail.com Mailing Address: 68 LILLY ST FLORENCE MA 01062-1216 Phone: 4133353138 *Email addresses will be used by Vivint Solar for official correspondence, such as sending monthly bills or other invoices. Sales Consultant By signing below I acknowledge that I am Vivint Solar accredited, that l presented this agreement according to thy-adtiV461„S6yar Code of Conduct, and that l obtained the homeowner's signature on this agreement. f0562A4CF... Gina Ramos Print Name 211151 Vivint Solar ID number Vivint Solar Developer, Inc. 11800 W Ashton Blvd., Lehi, UT 84043 ( 877.404.4129 I CSLB No. 973756 Contract Version: 2020Q4VS Generation Date: 10/5/2020