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09-001
BP-2022-0420 555 KENNEDY RD COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 09-001-001 CITY OF NORTHAMPTON Permit: Solar Build PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit # BP-2022-0420 PERMISSIONISHEREBYGRANTED TO: Project# 2022 SOLAR Contractor: License: Est. Cost: SUNRUN INC CS-I 16361 Const.Class: Exp.Date:04/14/2025 Use Group: Owner: J BRYANT TODD C &WENDY Lot Size (sq.ft.) Zoning: WSP Applicant: SUNRUN INC Applicant Address Phone: Insurance: 150 PADGETTE ST UNIT A (978)793-8584 WC614287600 CHICOPEE, MA 01022 ISSUED ON:04/28/2022 TO PERFORM THE FOLLOWING WORK: INSTALL 40 PANEL 14.2 KW GROUND MOUNT SOLAR SYSTEM WITH TRENCHED CONNECTION TO HOME 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: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: I (} , i• A �r '1 • l Fees Paid: $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner 2- 0,►4i -' File #BP-2022-0420 , / ` �� 7ZulEI.J APPLICANT/CONTACT PERSON:SUNRUN INC 150 PADGETTE ST UNIT A CHICOPEE,MA 01022(978)793-8584 PROPERTY LOCATION 555 KENNEDY RD MAP:LOT 09-001-001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Building Permit Filled out Fee Paid $75.00 Type of Construction: INSTALL 40 PANEL 14.2 KW GROUND MOUNT SOLAR SYSTEM WITH TRENCHED CONNECTION TO HOME New Construction Non Structural Renovations 4 (-1 Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF9RMATION PRESENTED: Approved Additional permits required (see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Penn it With Site Plan MajorProject: Site Plan AND/OR SpecialPennit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § _ Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Penn its Required: Curb Cut from DPW Wa ter Ava ilability Sewer Avaliability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Penn it from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay Li-le"ZoZ Z Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. ..4:'. c_ Department use only N o City of Northampton Status of Permit: .1.'.. Building Department Curb Cut/Driveway Permit CM �_ 212 Main Street Sewer/Septic Availability cc Room 100 Water/Well Availability Q - - Northampton, MA 01060 Two Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION This section to be completed by office 1.1 Property Address: 555 Kennedy Rd Northampton MA Map 09 Lot 001 Unit Zone Lt.%ej P Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Wendy Bryant 555 Kennedy Rd Northampton MA 01053 Name(Print) Currentpiiipg id�e�s887 Telephone L3/ tS Signature 2.2 Authorized Agent: Marc Blanchard 150 Padgett St Unit A Chicopee MA 01022 Name(Print) Current Mailing Address: gietid774-249-2109 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building 8307.00 (a) Building Permit Fee 2. Electrical 19383.00 (b)Estimated Total Cost of Construction from(6) 3. Plumbing Building Permit Fee �( _/ 4. Mechanical(HVAC) (� 5. Fire Protection 6. Total=(1 +2+3+4+5) 27690.00 Check Number -4 22)00 4-0'7 q This Section For Official Use Only Date Building Permit Number: /Jf7—ZD —O4/2G Issued: Signature: /l//Z y.Z 0 202 Z 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 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DONT 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 O 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 O NO O IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO O IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or 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 n Addition ❑ Replacement Windows Alteration(s) XI Roofing n Or Doors El Accessory Bldg. rigj Demolition ❑ New Signs [D] Decks [Ej Siding[O] OtherXj Brief D scr t� n f Pro sed work: �ns�'a��a ion t a ground mounted PV system 40 (355w) panels 14.2 KW DC Alteration of existing bedroom Yes X No Adding new bedroom Yes X Nit/ 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 X 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 I, ,as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. see contract Signature of Owner Date I, Marc Blanchard , 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. Marc Blanchard Print Na 04/20/2022 Signature of Owner/Agent Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Marc Blanchard CS-1 16361 License Number 150 Padgett St Unit A Chicopee MA 01022 04/14/2025 Addre Expiration Date 444* 774-249-2109 i n ure Telephone 9. Registered Home Improvement Contractor: Not Applicable ❑ Sunrun Installation Services 180120 Company Name Registration Number 150 Padgett St Unit A Chicopee MA 01022 10/13/2022 Address Expiration Date Telephone 774-249-2109 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 X 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 City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. Address of the work: 555 Kennedy Rd Northampton MA The debris will be transported by: Sunrun Box Truck The debris will be received by: Dumpster @ 150 Padgett ST Unit A Chicopee MA Building permit number: Name of Permit Applicant Sunrun Installation Services 04/20/2022 il. admei Date Signature of Permit Applicant The Commonwealth of Massachusetts i Department of Industrial Accidents (1, Office of Investigations Lafayette City Center 2 Avenue de Lafayette, Boston,MA 02111-1750 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Sun run Installation Services _ Address: 225 Bush St STE 1400 City/State/Zip: San Francisco CA 94104 Phone #: 774-249-2109 Are you an employer? Check the appropriate box: Type of project(required): 1.® I am a employer with 50 4. ❑ I 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. ❑Demolition workingfor me in anycapacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.: required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.XOther Ground mount solar 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. :Contractors 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. Insurance Company Name: American Zurich Insurance Company Policy#or Self-ins. Lic. #:WC614287600 Expiration Date: 10/01/2022 Job Site Address: 555 Kennedy Rd City/State/Zip: Northampton MA 01053 Attach a copy of the workers' compensation 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 un the p .1 a d pe hies ofperjury that the information provided above is true and correct. Signature: Date: 04/20/2022 Phone#: 774-249-2109 Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License # Issuing Authority(check one): 11=1Board of Health 2❑Building Department 3❑City/I'o‘s n Clerk 4.0 Electrical Inspector 5Dlumbing Inspector 6.0Other Contact Person: Phone#: ,�.,,,N SUNRINC-02 TWANG ACORO CERTIFICATE OF LIABILITY INSURANCE DATD/YYYY) `-� 9/10/210/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must 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 Walter Tanner NAME: Alliant Insurance Services,Inc. PHONE FAX 575 Market St Ste 3600 (A/C,No,Ext): (A/C,No): San Francisco,CA 94105 E-MAIL DRIESS:Walter.Tanner@alliant.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Navigators Specialty Insurance Company 36056 INSURED INSURER B:Zurich American Insurance Company 16535 Sunrun Installation Services,Inc INSURERC:American Zurich Insurance Company 40142 775 Fiero Lane,Suite 200 Ph#805-540-7643 INSURER D: San Luis Obispo,CA 93401 INSURER E: 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 ADOL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSD WVD (MM/DDIYYYY) (MM/DD/YYYYI A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE X OCCUR LA21CGL230321IC 10/1/2021 10/1/2022 DAMAGE TO RENTED 1,000,000 PREMISES(Ea occurrence) $ _ MED EXP(Any one person) $ 5,000 PERSONAL 8 ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY X Fipp_i LOC PRODUCTS-COMP/OP AGG $ 2,000,000 X OTHER.Retention:$100,000 Per Project Agg $ 10,000,000 B AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 2,000,000 (Ea accident) $ X ANY AUTO _ BAP614287700 10/1/2021 10/1/2022 BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY _ AUTOS BODILY INJURY(Per accident) $ AUTOS ONLY _ AUTOS ONLY PROPERTY DAMAGE $ (Per ccident) x Cgo8bDed.: X Coll.:Not Covered Liability Ded.: $ 250,000 _ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ C WORKERS COMPENSATION X MUTE EMPLOYERS'LIABILITY STATUTE ER YIN WC614287600 10/1/2021 10/1/2022 1,000,000 ANY OFFICER/MEMBER EXCLUDED?PROPRIETOR/PARTNER/EXECUTIVE N N/A E.L.EACH ACCIDENT $ (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/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached it more space is required) Workers'Compensation Policy WC614287600 Deductible:$1,000,000. Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Cityof Northampton THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN P ACCORDANCE WITH THE POLICY PROVISIONS. 212 Main St 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 Commonwealth of Massachusetts Division of Occupational Licensure Board of BuildingWWR�c l eations and Standards ns I Oft S ,,r/ias 116361 - E tfpires: 04114)z425 MARC A f3LAOCHARD r 3 HALL RD WEBSTER 01670 i + • .1 rt, 1r Commissioner ''�,.4 K `C't*itl Construction Supervisor which contain Unrestricted -Buildings of any use group Less than 35.000 cubic�5{991 cubic meters) of enclosed IIIPS• Failure to possess a current edition of ttte Massachusetts State Building Code is cause for revocation of this license- For information about this license Cal Win 727-3200 or visit www-rnass.govtdpi Contact info: Tel # 774-249-2109 Email: pioneervalleypermits@sunrun.com Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Supplement Card before the expiration date. If found return to: ReciistratiQf Exairation Office of Consumer Affairs and Business Regulation 180120 10/13/2022 1000 Washington Street -Suite 710 S'JNRUN INSTALLATION SERVICES INC. Boston,MA 02118 ':i _ 1=i' GRETA MASIELLO-. //� �� 225 BUSH STREET. -- /,� ;(,.,...or' , aGG�.k SU TE 1400 �' "' Not v lid without signature SAN FRANCISCO,CA 94104 Undersecretary d/ - tea'amr irsza 1tS_ DocuSign Envelope ID:6E494030-9933-484C-AFB6-609B37FC9D26 sunrun • \� Sunrun Inc. 1.855.4SUNRUN sunrun.com OWNER'S AUTHORIZATION FORM For Permit Application(s) The sole purpose of this form is to provide Sunrun, Inc. with the necessary permission from the Owner to file permit application(s) for such project work as agreed upon between the Owner and the Owner's Authorized Company and its designated subcontractors. Owner's Name: Wendy Bryant Solar Proje Addfiesis: Signature: wUn,ki b yaan f 886960394C3040D Owner's Authorized Company: Sunrun, Inc. Company's Address: 595 Market St 29th Floor, San Francisco, CA 94105 Affiliation: Contractor Applicable License: State: MA CSLB#969975,NJ#1314107020300 SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE# DESCRIPTION • SYSTEM SIZE: 14200W DC, 9800W AC •ALL WORK SHALL COMPLY WITH MA 9th Ed. CMR 780 (2015 IRC/IBC/IEBC), SOLAR MODULES • MODULES: (40) LONGI GREEN ENERGY TECHNOLOGY CO MUNICIPAL CODE, AND ALL MANUFACTURERS' LISTINGS AND INSTALLATION SE SERVICE ENTRANCE RAIL PV-1.0 COVER SHEET LTD: LR4-60HPB-355M INSTRUCTIONS. PV-2.0 SITE PLAN • INVERTERS: (1) SOLAREDGE TECHNOLOGIES: • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2020. M SE3800H-USS3, (1)SOLAREDGE TECHNOLOGIES: (MP) MAIN PANEL PV-3.0 ELECTRICAL SE6000H-USSN • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2020. \\ PV-4.0 SIGNAGE • RACKING: ; STANDOFFS & • TRENCHING REQUIRED: AC WIRE TO BE TRENCHED 225 FT • PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY SP SUB-PANEL FOOTINGS IN DIRT MATERIAL. GROUNDED IN THE INVERTER. SYSTEM COMPLIES WITH 690.35. • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. 0 PV LOAD CENTER CHIMNEY • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. SM SUNRUN METER ATTIC VENT • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. FLUSH ATTIC VENT • SNAPNRACK RACKING SYSTEMS, IN COMBINATION WITH TYPE I, OR TYPE II PM DEDICATED PV METER MODULES,ARE CLASS A FIRE RATED. o PVC PIPE VENT • RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL INV INVERTER(S) ® METAL PIPE VENT CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1). ® T-VENT AC • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). AC DISCONNECT(S) SATELLITE DISH •ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. DC DC DISCONNECT(S) /4 FIRE SETBACKS • 11.25 AMPS MODULE SHORT CIRCUIT CURRENT. • 17.57 AMPS DERATED SHORT CIRCUIT CURRENT [690.8(a)&690.8(b)]. (CB) IQ COMBINER BOX ••'. HARDSCAPE • PV INSTALLATION COMPLIES WITH THE NEC 2017 ARTICLE 690.12(B)(2). CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE INTERIOR EQUIPMENT —PL— PROPERTY LINE LIMITED TO 80 VOLTS WITHIN 30 SECOND OF A RAPID SHUTDOWN INITIATION SHOWN AS DASHED SCALE: NTS A AMPERE sunrun AC ALTERNATING CURRENT AFCI ARC FAULT CIRCUIT INTERRUPTER AZIM AZIMUTH VICINITY MAP COMP COMPOSITION 180120 DC DIRECT CURRENT (E) EXISTING - O PADGETTE ST UNIT A,CHICOPEE,MA,01022-1333 ESS ENERGY STORAGE SYSTEM PA00NE0 EXT EXTERIOR INT INTERIOR CUSTOMER RESIDENCE: MAG MAGNETIC WENDY BRYANT MSP MAIN SERVICE PANEL 555 KENNEDY RD, (N) NEW NORTHAMPTON, MA, 01053 NTS NOT TO SCALE OC ON CENTER TEL.(413)237-8887 PRE-FAB PRE-FABRICATED NHAMM0009B0001L0001 g PSF POUNDS PER SQUARE FOOT •555 Kennedy Rd. PV PHOTOVOLTAIC PROJECT NUMBER: Leeds,MA 01053,USA RSD RAPID SHUTDOWN DEVICE 224R 555BRYA TL TRANSFORMERLESS TYP TYPICAL DESIGNER: (415)580-6920 ex3 V VOLTS JUAN MENDOZA W WATTS SHEET REV NAME DATE COMMENTS COVER SHEET REV: A 3/16/2022 PAGE PV-1 .0 ARRAY TRUE MAG PV AREA SITE PLAN -SCALE= 1/128" = 1'-0" SITE PLAN DETAIL-SCALE=1/32"= 1'-0" PITCH AZIM AZIM (SQFT) T AR-01 300 180° 194° 784.4 \NI (E) RESIDENCE ( A 5 M� ZN ACSE (N)CONDUIT RUN (ENTRENCHED-225 FT) m (E)DRIVEWAY z z m p PL p PL +Fi ,-.0 ,,_ S U fl f Uft 40 07,,,r,,.„. r ) PL x„ , a �'�}j�' #180120 ,.:YL 150 PADGETTE ST UNIT A,CHICOPEE,NIA,07022-1333 = F 0 PHONEO INV INV FAxo CUSTOMER RESIDENCE: WENDY BRYANT (N)ARRAY AR-01 - 555 KENNEDY RD, NORTHAMPTON, MA, 01053 ____1 TEL. (413)237-8887 NHAMM0009B0001 L0001 PROJECT NUMBER: 224R-555BRYA a PL DESIGNER: (415)580-6920 ex3 PI- - JUAN MENDOZA PL SHEET PL (E) FENCE SITE PLAN PL ------------- REV:A 3/16/2022 PAGE PV-2.O SOLAREDGE TECHNOLOGIES: 120/240 VAC SE3800H-US WITH REVENUE SINGLE PHASE GRADE METERING(PN SERVICE SE3800H-USS3),3800 WATT METER#: INVERTER < (-3 NATIONAL GRID 32020114 3800 WATT INVERTER JUNCTION BOX PV MODULES 2a OR EQUIVALENT 9 LONGI GREEN ENERGY TECHNOLOGY UTILITY / CO LTD:LR4-60HPB-355M GRID T — `Ps _�� —� ---�- + $ (16)MODULES SUPPLY SIDE TAP -- OPTIMIZERS WIRED IN: (N) 100A PV LOAD ( I (1)SERIES OF(16)OPTIMIZERS LOAD RATED DC DISCONNECT 5 CENTER WITH AFCI, RAPID SHUTDOWN SOLAREDGE POWER OPTIMIZERS COMPLIANT P401 C (N)LOCKABLE EXISTING 200A BLADE TYPE SOLAREDGE TECHNOLOGIES: MAIN BREAKER FUSED AC (N)LOCKABLE 3a SE6000H-USSN WITH DISCONNECT BLADE TYPE REVENUE GRADE METERING 1 AC DISCONNECT 6000 WATT INVERTER JUNCTION BOX PV MODULES "—N. 4T 3b 2b OR EQUIVALENT 1 b LONGI GREEN ENERGY TECHNOLOGY EXISTING < �_ 200A o�� I, o�� �� ,f — ��� �_ + /// CO LTD:LR4-60HP6-355M �� MAIN - -__ - (lj (24)MODULES FACILITY `t' OPTIMIZERS WIRED IN: PANEL 60A FUSES — I (1)SERIES OF(12)OPTIMIZERS LOADS ,�c ou 0 SQUARE D SQUARE D 20A BREAKER(INV1) LOAD RATED DC DISCONNECT (1)SERIES OF(12)OPTIMIZERS D222NRB DU222RB 35A BREAKER(INV2) WITH AFCI,RAPID SHUTDOWN SOLAREDGE POWER OPTIMIZERS 3R,60A 3R,60A,2P COMPLIANT P401 120/240VAC 120/240VAC CONDUIT SCHEDULE SYSTEM CHARACTERISTICS-INVERTER 1 P401 OPTIMIZER CHARACTERISTICS: # CONDUIT CONDUCTOR NEUTRAL GROUND SYSTEM SIZE: 5680 W MIN INPUT VOLTAGE: 8 VDC SYSTEM OPEN CIRCUIT VOLTAGE: 16 V MAX INPUT VOLTAGE: 60 VDC 1a NONE (2) 10 AWG PV WIRE NONE (1) 10 AWG BARE COPPER SYSTEM OPERATING VOLTAGE: 380 V MAX INPUT ISC: 11.75 ADC 1 b NONE (4) 10 AWG PV WIRE NONE (1) 10 AWG BARE COPPER MAX ALLOWABLE DC VOLTAGE: 480 V MAX OUTPUT CURRENT: 15 ADC SUI'%fLJI'% SYSTEM OPERATING CURRENT: 14.95 A 2a 3/4" EMT OR EQUIV. (2) 10 AWG THHN/THWN-2 NONE (1) 10 AWG THHN/THWN-2 SYSTEM SHORT CIRCUIT CURRENT: 15 A 2b 3/4" EMT OR EQUIV. (4) 10 AWG THHN/THWN-2 NONE (1) 10 AWG THHN/THWN-2 SYSTEM CHARACTERISTICS -INVERTER 2 MODULE CHARACTERISTICS #180120 3a 3/4" EMT OR EQUIV. (2) 10 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 SYSTEM SIZE: 8520 W LONGI GREEN ENERGY 150 PADGETTE ST UNIT A,CHICOPEE,MA,01022-1333 SYSTEM OPEN CIRCUIT VOLTAGE: 12 V TECHNOLOGY CO LTD: PHONED FAX 0 3b 3/4" EMT OR EQUIV. (2)8 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 SYSTEM OPERATING VOLTAGE: 380 V LR4-60HPB-355M: 355 W MAX ALLOWABLE DC VOLTAGE: 480 V OPEN CIRCUIT VOLTAGE: 40.6 V CUSTOMER RESIDENCE: 4 3/4" EMT OR EQUIV. (2)6 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 SYSTEM OPERATING CURRENT: 22.42 A MAX POWER VOLTAGE: 34.6 V WENDY BRYANT SYSTEM SHORT CIRCUIT CURRENT: 30 A SHORT CIRCUIT CURRENT: 11.25 A 555 KENNEDY RD, 1-1/4"SCH 40 PVC NORTHAMPTON, MA,01053 4T (BELOW GROUND) (2) 1 AWG THHN/THWN-2 (1) 1 AWG THHN/THWN-2 (1)6 AWG THHN/THWN-2 1-1/4"SCH 80 PVC TEL.(413)237-8887 (ABOVE GROUND NHAMM0009B0001L0001 5 3/4" EMT OR EQUIV. (2)6 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 PROJECT NUMBER: 224 R-555 B RYA DESIGNER: (415)580-6920 ex3 JUAN MENDOZA SHEET ELECTRICAL REV:A 3/16/2022 PAGE PV-3.0 Aw , INVERTER 1 INVERTER 2 NOTES AND SPECIFICATIONS: _* � , •SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2020 ARTICLE PHOTOVOLTAIC DC DISCONNECT PHOTOVOLTAIC DC DISCONNECT 110.21(B),UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690,OR ELECTRICAL SHOCK HAZARD IF REQUESTED BY THE LOCAL AHJ. MAXIMUM SYSTEM VOLTAGE 480 VDC MAXIMUM SYSTEM VOLTAGE: 480 VDC •SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE TERMINALS ON LINE AND LOAD WORDS,COLORS AND SYMBOLS.•LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING SIDES MAY BE ENERGIZED IN LABEL LOCATION: LABEL LOCATION: METHOD AND SHALL NOT BE HAND WRITTEN. THE OPEN POSITION INVERTER(S),DC DISCONNECT(S). INVERTER(S),DC DISCONNECT(S). •LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT PER CODE(S):NEC 2020:690.53 PER CODE(S):NEC 2020:690.53 INVOLVED. LABEL LOCATION: •SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011,PRODUCT SAFETY INVERTER(S), AC/DC DISCONNECT(S), SIGNS AND LABELS,UNLESS OTHERWISE SPECIFIED. AC COMBINER PANEL(IF APPLICABLE). •DO NOT COVER EXISTING MANUFACTURER LABELS. PER CODE(S):NEC 2020:690.13(B) WARNING: PHOTOVOLTAIC Amur POWER SOURCE LABEL LOCATION: DUAL POWER SUPPLY INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT, SOURCES: UTILITY GRID AT EACH TURN,ABOVE AND BELOW PENETRATIONS, ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS. AND PV SOLAR ELECTRIC PER CODE(S):NEC 2020:690.31(D)(2),IFC 2012: SYSTEM 605.11.1.4 LABEL LOCATION: CAUTION : UTILITY SERVICE METER AND MAIN SERVICE PANEL. PER CODE(S):NEC 2020:705.12(C) MULTIPLE SOURCES OF POWER �A IA 4 I ,� ,; RAPID SHUTDOWN SWITCH wAikill POWER SOURCE OUTPUT CONNECTION FOR SOLAR PV SYSTEM I DO NOT RELOCATE THIS OVERCURRENT DEVICE LABEL LOCATION: INSTALLED WITHIN 3'OF RAPID SHUT DOWN LABEL LOCATION: SWITCH PER CODE(S):NEC 2020:690.56(C)(2),IFC sunrun ADJACENT TO PV BREAKER AND ESS 2012:605.11.1,IFC 2018: 1204.5.3 OCPD(IF APPLICABLE). SERVICE ENTRANCE PER CODE(S):NEC 2020: 4" / MAIN PANEL (INT) 705.12(B)(3)(2) N. WilliKING411E111111111 AC DISCONNECT AC DISCONNECT (INT) #180120 • ` OLAR PV SYSTEM EQUIPPED PHOTOVOLTAIC SYSTEM PHONE 0 150 PADGETTE ST UNIT A,CHICOPEE,MA,01022-1333 COMBINER PANEL WITH RAPID SHUTDOWN FAX DO NOT ADD LOADS „,, CUSTOMER RESIDENCE: LABEL LOCATION: PV LOAD CENTER 555 KE BRYANT 555 KENNEDY D, PHOTOVOLTAIC AC COMBINER(IF INVERTER (EXT) NORTHAMPTON, MA, 01053 APPLICABLE). 3" TURN RAPID SHUTDOWN PER CODE(S):NEC 2020:705.12(D)(2)(3)(c) TEL.(413)237-8887 SWITCH TO THE"OFF" FLENEL$..TRIG PA POSITION TO SHUT DOWN INVERTER (EXT) NHAMM0009B0001L0001 PV SYSTEM DISCONNECT PV SYSTEM AND REDUCE PROJECT NUMBER: MAXIMUM AC OPERATING CURRENT: 40.83 AMPS SHOCK HARD IN THE / 224R-555BRYA RRAY. NOMINAL OPERATING AC VOLTAGE: 240 VAC SOLAR PANELS ON ROOF DESIGNER: (415)580-6920ex3 LABEL LOCATION: 555 KENNEDY RD NORTHAMPTON MA JUAN MENDOZA AC DISCONNECT(S),PHOTOVOLTAIC SYSTEM POINT OF , , 01053 INTERCONNECTION. ' , SHEET PER CODE(S):NEC 2020:690.54 LABEL LOCATION: ON OR NO MORE THAT 1 M(3 FT)FROM THE SERVICE PER CODE(S):NEC 2020:705.10,710.10 SIGNAGE DISCONNECTING MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED. REV:A 3/16/2022 PER CODE(S):NEC 2020:690.56(C) PAGE PV-4.0 Top Rail Overhang i -- Overall East-West DI - West Overhang West Span - enter Spa - ast Spa --- ast Overhang I I �1 1_ �1 1� � I I Top Rat Cen er Span 29 10T 29 Degrees Rear Leg Height Top Rani Overhang ` MNIIII :. I I I I Front Leg Height 24' j v 1 I I u North-South Leg Spacing f Nail Array Hecht Refer to Dwg Sheet 1 for East-West Pile Spans and Front and Rear Leg Heights. (Refer to Dog Sht 1) Assures Level Grade. SIDE ELEVATION DETAIL POST SPACING ELEVATION DETAIL N.T.S N.T.S Solar Foundations SF Rail fastened -to Tube steel with �' Solar Foundations SF Rail - Galvanized U-bolt or (2) i'x20 Elco Drill Flex SF Rai� SF Ra0. fastened to Tube steel with a' Self Tapping Screws or equal. For SF Rail " iGalvanized U-bolt or (2) I'x20 Elco Drill Flex lengths In excess of 18'-D', use (2) U-bolts liiSelf Tapping Screws or equal. For SF Rail lengths Inp excess of 1B'-0', use (2) bolts IllSx4x' HSS Tube Steel, Galvanized 5x4xa' HSS Tube Steel, Galvanized 11 Full Penetration Groove Velded Splices vow 1, Full Penetration Groove Velded Splices ' IIIII I HSS Fastened to Top Cap with !¢' all HSS Fastened to Top Cap with l' 1�' Sch 40 \ I Bolt, Galvanized U-Bolt Galvanized U-Bolt I Diagonal Brace, \` 0i11.6 places dull _ gluu1 Galvanized IIII ' Bolt, Typ. 5� \ 36' Bolt, Ty ces Grade places P 1i Sch 40 �� Diagonal Brace, 2i' Sch 40 Helical Pile Galvanized \ l Pile Extension, Galv2' Sch 40 aanized -�a Extension, Galvanized "o LOWER CAP DETAIL UPPER CAP DETAIL dames C a ', ° °-- N.T.S N.T.S w�a' r v. Douglas ��•.,,,�.�c 2i' Sch 40 Helical Pile, All locations, Typ. \ �P�tN OF MAssgcy Capacities per Site Design , ES C. GN Data Table o JAM GLAS �, DOU Minimum 60' Depth or Until p CIVIL N Load Bearing Strata L"- U No Reached Reached /I 3 O 4Q . 9F 14 •I• A. •• HELICAL PILE DETAIL N.T.S Sheet 2 of 3 Sunrun Date Revision Drawn By: Review By: Solar Foundations If S A 04/12/2022 oriEinal SH JD Project: Bryant Residence(224R-555BRYA) 555 Kennedy Rd 1142 River Road,New Castle,DE 19720 Ph:(855)738-7200 Fax:(866)644-5665 Northampton,MA 01053 Site Design Conditions Basic Wind Speed: 117 MPH Max. Leg Axial Bearing: 4,830 lbs. (Risk Category II) Basic Wind Speed: (Risk Category I) 106 MPH Max. Leg Uplift: 2,600 lbs. Exposure Category: C Max. Lateral Resistance: 2,195 lbs. Ground Snow Load: 40 PSF Top Rail Max. Loading: 129.0 plf Flat Roof Snow Load: (if applicable) 35 PSF Helical Pile Depth: 60" Min Site Contour: <5 Degree slope Lateral Resistance Plate Size: Not Req'd All design work has been performed in accordance with the Massachusetts State Building Code, Ninth Edition, Base Volume (780 CMR) including but not limited to View 2015 International Building Code as amended by 780 CMR. V Plan iew Net design pressures were calculated in accordance with ASCE 7-10 section NOT TO SCALE 27.4.3, "Open Buildings with Monoslope, Pitched, or Troughed Roofs". All load cases were evaluated in determining the limiting design conditions. The data table above provides the results for the limiting load case. Maximum leg reaction forces represent the highest load condition seen by any leg in the structure. All legs in the structure are designed to meet the maximum load conditions. 4Lx10C Sub—Array Design Conditions Front Leg Height: 34Y4" Array Tilt Angle: 29 Degrees Rear Leg Height: 76" Overall Array East—West Dim: 57-11" North—South Leg Spacing: 754.-3" Number of Modules/Sub—Array: 40 West Span Leg Spacing: 15 Number of Sub—Arrays: 1 East Span Leg Spacing: 15'-3" Module Columns/Sub—Array: 10 Quantity Center Spans: 1 Number of Module Rows: 4 Center Span Leg Spacing: 15'-3" Module Orientation: Landscape �`111111111111111111111111111111110 East & West Overhang: 5'-3" Module Column Spacing i" ....0 iiiiii Overall Beam Length: 56'-3" Module Row Spacing }" / xa Front Edge Ground Clearance: 24" Module Model: LR4-60HPB-355M _ Horizontal Rail Material: 5"x4" " HSS Module Size: 40.87" x 69.09" .0011 / Top Rail Material: SF Rails Individual Module Rating: 355 watt� Qty Rails per Panel: 2 Sub Array Power Rating: 14.2 kw Top Rail Length: 171" Total Power Rating: 14.2 kw 1 II Top Rail Center Span: 86" A11111110 Top Rail Overhangs: 42}" James C (1) Additional North Column is to be installed Douglas o.•m,=«>» d° per field direction. The Column is to support equipment mounting needs. It is not required for North beam support. .- ,c,..1,Or Mu s° o JAMES C• yGs i DOUGLASCIVIL a v `, No.50466 o F •Iiiit P .�'. Sheet 1 of 3 Sunrun Date Revision Drawn By. >z«i«, By: Solar Foundations USA 04/12/2022 Original SB ID Project: Bryant Residence (224R-555BRYA) 555 Kennedy Rd 1142 River Road,New Castle,DE 19720 Ph:(855)738-7200 Fax:(866)644-5665 Northampton, MA 01053 Specification Requirements The following material specification requirements pertain to the 2-1/2' Above Grade Lead Extension fabrication of the Solar Foundations USA ground mount solar North Columns May Use Threaded Heights set per design table, support structure as indicated on these drawings. Coupling in Place of Weld, Coupling 60 to be located Above the Wind Brace 1. Solar Foundation aluminum rails shall conform to ASTM B221. 2, Structural steel tubing shall be ASTM A500 High Yield (60 ksi). 3. Steel pipe for piles shall conform to ASTM A500 Grade C. 4, Steel pile extensions shall be ASTM A53 Grade B. 5, Steel pipe for diagonal bracing shall be ASTM A53 Grade A. 6. Fabricated steel plate for column cap assemblies, bracing /� North Columns May Use Threaded clamps, etc, shall be ASTM A36 or A1011. / \ Coupling in Place of Wetd, Coupling 7. Steel bolts for cap fasteners shall conform to SAE J429 60 to be located Above the Wind Brace Grade 5. All other bolts shall conform to SAE J429 Grade 5 or better. 8. Steel U-bolts shall conform to ASTM 1018. 9. USS flat steel washers shall conform to ASTM F844 and nuts for steel connections shall conform to ASTM A563 Grade A. 10. All field welding shall conform to AWS D1.1/D1,1M -Structural Welding Code requirements. 11. All steel shall be hot-dip galvanized per ASTM A123 or A153 after all fabrication has been completed. Installation Requirements 1, The minimum average installation torque required to obtain the required Indicated capacities and the minimum Installation depth shown on the plans shall be satisfied prior to termination of the Installation. The installation torque shall be an average 2-1/2' Sch 40 Lead Section 2-1/2' Sch 40 Lead Section of the Installation torques indicated during the last 1 foot of installation. 2. The torsional strength rating of the torque anchor shall not be exceeded during the Installation. If the torsional strength limit of the anchor has been reached, but the Continuous Flight Helix anchor has not reached the target depth, perform the 'x19' Helicoid Length Typical. Single Flight Helix, 8' Typical. following Increase Size as needed to obtain Bearing Capacities 2.1. If the torsional strength limit is achieved prior to When used in high density soils, 9 rocky soils or bedrock, pre-drill reaching the target depth, the installation may be the pile location with a 3-1/2' acceptable If reviewed and approved by the engineer. rock drill or rock auger as needed 2,2. The Installer may remove the torque anchor and install a James C " "r',""7`°°'' new one with smaller diameter helical plate. 2.3. If using a continuous flight pile, pre-drill the pile location Douglas „o„z,. „ , 9 with a 3-1/2' rock auger or 3-5/8' rock drill as needed. SN Or Mgss 3. If the target depth is achieved, but the torsional ��P\ :40 requirement has not been met the Installer may do one of 5, the followin HELICAL PILE DETAIL I JAMES C.SGsFg AMES 3,1, Install the torque anchor deeper to obtain the required N.T.S. CIVIL 03 capacity 0 No.50466 32. Remove the torque anchor and install a new one with a o 4Q larger diameter helical plate or one with multiple helical Ago9.G 4'' plates. FF •le A.1� 3.3. Reduce the load capacity on the individual torque anchor - •1 by providing additional torque anchors at a reduced spacing. Sheet 3 of 3 Sunrun Date Revision Drawn By: Review By: S 01 ar Foundations Li S A 04/12/2022 Original SH JD j PrO eCt: Bryant Residence (224R-555BRYA) 555 Kennedy Rd 1142 River Road,New Castle,DE 19720 Ph:(855)738-7200 Fax:(866)644-5665 Northampton, MA 01053 / / Bryant Residence / I I I• 4` /--/ / s A 0'-0„ 323/4" I /I 15'-3" I / 30'-6" / V 54" • ; 1 m 56.3" 45'-9" 6'-03/4' , , I 1 spans of I < >, 6'-03/4' 15'-3" 15'-3" 15'-3" I I I I 16'-53/4" ♦ ♦ ♦ / • 75'/4" • 46'-21R • / / / DI I I I < I 45'-9" I > 41'/2" I / I / /_. '—'p V I i V < / ♦ > Diagonal I 4Lx10C sub-array South Edge