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12C-055 (6) BP-2024-0297 10 HAROLD ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 12C-055-001 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-2024-0297 PERMISSION IS HEREBY GRANTED TO: Project# 2024 SOLAR Contractor: License: SUNRUN INSTALLATION SERVICES Est. Cost: 10659 INC CS-090170 Const.Class: Exp.Date: 05/09/2024 Use Group: Owner: LEIBOWITZ SUE Lot Size (sq.ft.) Zoning: RI/WSP Applicant: SUNRUN INSTALLATION SERVICES INC Applicant Address Phone: Insurance: 150 PADGETTE ST UNIT A (978)793-8584 WC614287602 CHICOPEE,MA 01022 ISSUED ON: 03/22/2024 TO PERFORM THE FOLLOWING WORK: INSTALL 14 PANEL 5.67 KW ROOF MOUNT SOLAR SYSTEM (NO STRUCTURAL OR BATTERY) 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: Fees Paid: $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissioner The Commonwealth of Massa thuse s -..: I,.� Board of Building Regulations an+d Sta dat/MR FOR • � I5 ICIPALITY !' Massachusetts State BuildingCoe 7 b CMR 2 0 1e 2O2Q USE ,� Building Permit Application To Construct, Redair, Reno,ae-L2r Demolish a ;RF i C sed Mar 2011One-or Two-Family Dwelling ,r yr fiv �� 1 This Section For Official Use Only "'a 0706o Ns r Building Permit Number: rP'-� if o'of q 7 Date Applied: i‘..vtNZ Z-5 //' -22zozy Building Official(Print Name) Signature Date SECTION 1: SITE INFORMATION i.DopMsoki abk. 1.2 Assessors Map& Parcel Numbers 1.1a 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(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public 0 Private 0 Zone: _ Outside Flood Zone? Municipal 0 On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2tne 1. f e : Na (Pr t �- i t ThDkonI iQo.a Street Telep one mail Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units Other Pi Specify: Solar Installati "eef ti o posed Work2:Installation of roof top photovoltaic solar system#of modules TL1 rO a SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (L d Mateal 1. Building $ 1. Building Permit Fee: $ Indicate how fee is determined: 2.Electrical Standard City/Town Application Fee ❑Total Project Cost (Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Suppression) Total All Fgfisiris �1 r Ch N.o. Check Amount 110 Cash Amount: 6.Total Project Cost: jcpt .t4 J in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-090170 05/09/2024 Robert J Decker IV, IV License Number Expiration Date Name of CSL Holder List CSL Type(see below) U 240A Cherry St, Shrewsberry.MA 01545 ,pe Description No.and Street U Unrestricted(Buildings up to 35,000 cu.ft.) Chicopee,MA 01022 R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 413-259-8044 pioneervalleypermits@sunrun.com I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 024 Sunrun Installation Services Inc 180120 Expira10/13/tion HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 225 Bush St Suite 1400 pioneervalleypermits@sunrun.com No.and Street Email address San Francisco,CA 94104 413-259-8044 City/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 Cie No 0 SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize Sunrun Installation Services Inc to act on my behalf,in all matters relative to work authorized by this building permit application. SECTION 7b: OWNER'OR AUTHORIZED AGENT DECLARATION B entering my name below,I here attest under the pains and penalties of perjury that all of the information c in ' t is pl'cat'on is a d accurate to the best of my knowledge and and n ing. Print Owne r uthorized Ag nt's Name ectronic Signa re ate NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" Commonwealth of Massachusetts Division of Occupational Licensure Board of Building Regulations and Standards Consttacnon Svisor 'CS-090170 ekpires 05/0912024 ROBERT J DECKER N,IV 77 FEDERAL'ST MONTAGUE ft3A 01349 CilJ,v�t:1- Phone Number: 559-240-9370 1 THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affair crud Business Regulation 1000 Washingtta.Jr+i@t- Suite 710 Bostorkkelassachwitts O 118 Home Imo ` Registration I _ _4 . 0- Type Supplement Card z, _ Regtstration. 180120 SUNRUN INSTALLATION SERVICES INC. ' -__ Expiration: 10/13/2024 21 WORLDS FAIR DR SOMERSET,NJ 08873 — � :21 Update Address and Return Card. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs&Business Regulation Registration valid for Individual use only before the HOME IMPROV E TCONTRACTOR expiration date. If found return to: TYPE:. Card Office of Consumer Affairs and Business Regulation 1000 Washington Street -Suite 710 48 - -At1312024 Boston,MA 02118 SUNRUN INSTALLATI t - INC. ROBERT J.DECKER 1 = r !? 225 BUSH STREET : `4 - •d:-"r ,'fir ()!IJ/..{4-L�- SUITE 1400 .r SAN FRANCISCO,CA 94104 Undersecretary Not Valid without signature The Common wealth of Massachusetts Department of Industrial Accidents 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): Sunrun Installation Services Address:225 Bush St Ste 1400 City/State/Zip: San Francisco CA 94104 Phone #:415-946-7500 Are you an employer? Check the appropriate box: Type of project(required): 1.0 I am a employer with 50 4. ❑ I am a general contractor and 1 employees (full and/or part-time).* have hired the sub-contractors 6. New construction 2.0 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 . 11.0 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 13.❑■ Other Solar Installation employees. [No workers' 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.police 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. #:WC614287602 Expiration Date: 10/1/20''4 Job Site Address: n \AND id City/State/Zi 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 r the pains and penalties of perjury that the information provided above is true and correct gnature: T Date: 9/28/2023 Phone#: 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): 10Board of Health 20 Building Department 31:City/Town Clerk 4.0 Electrical Inspector s.❑I'lumbing Inspector 6.0Other Contact Person: Phone#: /'.IN SUNRINC-02 TWANG ACORO CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) - `-� 9/1/2023 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 License#0C36861 CONTACT Walter Tanner NAME: Alliant Insurance Services,Inc. PHONE FAX 560 Mission St 6th Fl (A/C.No,Eat): (A/C,No): San Francisco,CA 94105 E-MAIL ADDRESS:Walter.Tanner@alliant.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Evanston Insurance Company 35378 INSURED INSURER B:Zurich American Insurance Company 16535 Sunrun Installation Services,Inc INSURER C: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 'ADDL'SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR ,INSD WVD IMM/DD/YYYY) IMM/DD/YYYY1 A X 1 COMMERCIAL GENERAL LIABILITY I EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE X OCCUR MKLV5ENVIO4332 10/1/2023 10/1/2024 DAMAGE TO RENTED 1,000,000 PREMISES(Ea occurrence) $ MED EXP(Any one person) $ 5'000 PERSONAL&ADV INJURY $ 2,000,000 1 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X I POLICY X PRO- LOC 2,000,000 JECT PRODUCTS-COMP/OP AGG $ X I OTHER:Retention: $200,000 Per Project Agg $ 5,000,000 B AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 2,000,000 I (Ea accident)- .___ I$ X ANY AUTO BAP614287702 10/1/2023 10/1/2024 BODILY INJURY(Per person) $ ' AURTEOS ONLY SCHEDULEDTN BODILY INJURY(Per accident) $ AUTOS ONLY AUOTOS ONLY PROPERTY accidentDAMAGE $ X 5�80Ded.: x Con.:Not Covered Liability accident) $ 1,000,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE j.___ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ C WORKERS COMPENSATION X I PER I OTH- AND EMPLOYERS'LIABILITY STATUTE ER �, N WC614287602 10/1/2023 1 10/1/2024 1,000,000 ONYFF PROPRIETOR/PARTNER/EXECUTIVE EXECUTIVE N N/A E.L.DISEASE_C_IDENT FJ1_EM_EMPLOYEE $ OFFICER/MEMBER EXCLUDED') (Mandatory in NH) 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 If more space Is required) Workers'Compensation Policy WC614287601 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 SHEET INDEX SCOPE OF WORK GENERAL NOTES PAGE# DESCRIPTION •SYSTEM SIZE.5670W DC.3800W AC •ALL WORK SHALL COMPLY WITH MA 9TH ED CMR 780(2015 IRCIIBCIIEBC) 2023 PV-1 0 COVER SHEET •MODULES (14)HANWHA Q-CELLS.Q PEAK DUO BLK NEC AND 2023 MA ELECTRICAL CODE 527 CMR 12 00(2023 NFPA 70 WTH MA ML-G10+405 AMENDMENTS) MUNICIPAL CODE AND ALL MANUFACTURERS'LISTINGS AND PV-2 0 SITE PLAN •INVERTERS.(1)SOLAREDGE TECHNOLOGIES. INSTALLATION INSTRUCTIONS. PV-3 0 LAYOUT SE3800H-USMN •PHOTOVOLTAIC SYSTEM W LL COMPLY WTH NEC 2023 •RACKING'.RL UNIVERSAL.SPEEDSEAL TRACK ON COMP •ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2023. PV-4 0 ELECTRICAL SEE DETAIL SNR-DC-00436 •PHOTOVOLTAIC SYSTEM IS UNGROUNDED NO CONDUCTORS ARE SOLIDLY GROUNDED IN THE INVERTER SYSTEM COMPLIES WITH 690 35 PV-5 0 SIGNAGE •MODULES CONFORM TO AND ARE LISTED UNDER UL 61730. •INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741 •RACKING CONFORMS TO AND IS LISTED UNDER UL 2703 •SNAPNRACK RACKING SYSTEMS.IN COMBINATION WTH TYPE I.OR TYPE 11 MODULES.ARE CLASS A FIRE RATED •RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL CONDUCTORS ARE WTHIN ARRAY BOUNDARIES PER NEC 690.12(1) •CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(D) •ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT •11 17 AMPS MODULE SHORT CIRCUIT CURRENT •13 97 AMPS DERATED SHORT CIRCUIT CURRENT[690 8(A)&690 8(B)] •PV INSTALLATION COMPLIES WTH THE NEC 2023 ARTICLE 69012(BK2)(2) CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE LIMITED TO 80 VOLTS WTHIN 30 SECOND OF A RAPID SHUTDOWN INITIATION) sunrun ._ . ABBREVIATIONS VICINITY MAP .. . . A • ,„,..,..,...„ • • ... S• - \ "' COVER SHEET . Anentell held "et, °., CC_4 P„'sE PV-1.0 . i ARRAY TRUE MAG PV AREA SITE PLAN-SCALE=1116"=1'•0" PITCH AZIM AZIM (SOFT) AR-01 21- 162 176 126 8 \f►1/ AR-02 18 72 86 63 4 NOTES: AR-03 17 252 266 634 • RESIDENCE DOES NOT CONTAIN ACTIVE FIRE SPRINKLERS AR-04 39- 342 356' 423 --------\ /� ARRAY DETAILS. • TOTAL ROOF SURFACE AREA 1234 SOFT , • TOTAL PV ARRAY AREA 295.9 SO FT • PERCENTAGE PV COVERAGE (TOTAL PV ARRAY AREA/TOTAL ROOF SURFACE / `- AREA)•100=24.0% ,)- (E)RESIDENCE (N)ARRAY AR-03 1� (N)ARRAY AR-02 'II'I�0 E)DETACHEC - 71,1;:tSTRUCTURE �,N)ARRAY AR-C1 1 ROOF PA HW4'S AO (-:TYR) ROOF PATH\NAYS f 1%.1/N//.'%' \` ^;..ARRAY AR-0411141 ---- FIRE SETBACKS(lBT'P) • sunrun 4 . , .___.___\ AC w, , NV ®I- 1 ,r;, Ok O S LEGEND 77! ,,, ELECTRIC JEHCLE MICROGRID GROUNDING SOLAR J 5.,NK_ METER D SCONNECT' ) 0, MD <.a.E '- II'HI SUPPLY EOUPMENT O INTERCONNECT DEVICE — ELECTRODE h40G.:,. b a DED AT__;o,J ;1ETER D. O 'r ENERGY STORAGE MA METER ADAPTER L-INTERIOR EQUIPMENT N SITE PLAN DC DISCON JE.,T(S? SYSTEM L J SHOWN AS DASHED LC r'c RV E Er, RA'..CE iO SL.E PA.:E,_ NVER T ER(Si i40 ACREL METER BI EACKUP INTERFACE O COWL -, J ..k��. - REV A r2024 I 11111.111111 LJ dm ® MACI PANEL O PV LOAD CENTER le SOLAREDGE METER 0 IQ COMBINER BCx BP BACKUP LOADS PANEL SJR MOUNT&SKIRT PAGE PV-2 0 ROOF INFO FRAMING INFO ATTACHMENT INFORMATION DESIGN CRITERIA Type Height Type Max OC Max Landscape Max Landscape Max Portrait Max Portrait MAX DISTRIBUTED LOAD:3 PSF Name yP 9 yP Detail Configuration Span Spacing OC Spacing Overhang OC Spacing Overhang SNOW LOAD:40 PSF, RL UNIVERSAL SPEEDSEAL TRACK ON WIND SPEED: AR-01 COMP SHINGLE-RLU 2-Story 2X6 RAFTERS 10'-6" 24" 6'- 4'-0 1'-6" STAGGERED ;MPH 3-SEC GUST COMP SEE DETAIL SNR-DC-00436 FASTENERS: AR-02 COMP SHINGLE-RLU 2-Story 2X10 RAFTERS 8'-3" 16" RL UNIVERSAL.SPEEDSEAL TRACK ON 5'-4" 2'-1" NA NA STAGGERED 5116" 2 5"MIN EMBEDMENT COMP.SEE DETAIL SNR-DC-00436 RL UNIVERSAL.SPEEDSEAL TRACK ON AR-03 COMP SHINGLE-RLU 2-Story 2X10 RAFTERSe-4" 16" COMP SEE DETAIL SNR-DC-00436 5'-4" 2'-1" NA NA STAGGERED RL UNIVERSAL.SPEEDSEAL TRACK ON 13' AR-04 COMP SHINGLE-RLU 2-Story TRUE CUT 2X6 RAFTERS0" 24" COMP.SEE DETAIL SNR-DC-G0436 6'-0" <-4" 4'-0" -O" STAGGERED D1-AR-01-SCALE:1/8"=l'-0" D2-AR-02-SCALE:1/8"=1'-0" AZIM:162 AZIM:72 PITCH:21° PITCH 18• STRUCTURAL NOTES: .,. INSTALLERS SHALL NOTIFY ENGINEER OF ANY PRIOR T STRUCTURAL ISSUESA OBSERVED AI���ir,Ag i6 i—� 0'-10• - -ON SS ZHOF yq 0 PRIOR TO PROCEEDING W/INSTALLATION r - _ � -} , 2't� '�y o ROBERT A. N • IF ARRAY(EXCLUDING SKIRT)IS WTHIN 12" �� � ,' - - 1.b o LADE BOUNDARY REGION OF ANY ROOF PLANE i 0 U NoC57978 rs tn.-4 L EDGES(EXCEPT VALLEYS) THEN 6'-ti- ATTACHMENTS NEED TO BE ADDED AND I - - - - b-11 E e 69N2024 h? OVERHANG REDUCED WTHIN THE 12" . . . 00i 5�� + S l % /A BOUrJD.ARY REGION ONLY AS FOLLOWS 2-1 I {/ .• ALLOWABLE ATTACHMENT SPACING 1 MITAIIIII--� ✓ 1..� INDICATED Cr-I PLANS TO BE REDUCED BY 50% "----- 10, •- . .. •• ALLOWABLE OVERHANG INDICATED ON PLANS TO BE 1/5TH OF ALLOWABLE ATTACHMENT SPACING INDICATED ON PLANS sunrun _..D3-AR-03-SCALE:1/B"=1'0" - - D4-AR-04-SCALE:118" —- —-- - ---------_--- ----- AZIM:252 AZIM:342 - PITCH 12 PITCH 29 • • L • a o �� • • • i - -_..- 1207240 VAC SINGLE PHASE SERVICE METER#. < O NATIONAL GRID 70428947 UTILITY GRID I I EXISTING 100A NOTE:TOTAL PV BACKFEED=20A C MAIN BREAKER USED FOR INTERCONNECTION (END FED) CALCULATIONS I � --, EXISTING 100A < MAIN PANEL (N)LOCKABLE SOLAREDGE TECHNOLOGIES: �� 100 A BLADE TYPE SE3800H-USMN FACILITY —* MAIN BUS AC DISCONNECT 3800 WATT INVERTER JUNCTION BOX LOADS - OR eDuivALENr PV MODULES 0 rHANWHA Q-CELLS:Q.PEAK DUO BLK I / ML-G10+405 . ow --e <, ; J _ .--✓". + Off! (14)MODULES l - l OPTIMIZERS WIRED IN J (1)SERIES OF(14)OPTIMIZERS (N)20A _ SQUARE D LOAD RATED DC DISCONNECT PV BREAKER AT DU221RB WITH AFCI.RAPID SHUTDOWN L SOLAREDGE POWER OPTIMIZERS OPPOSITE END 3R,30A.2P COMPLIANT S440 OF BUSBAR 120,240VAC S u n r u n CONDUIT SCHEDULE E IIIII CONDUIT CONDUCTOR 1 NEUTRAL GROUND I f NUNS ,2110AW3 PV VWRE NONE ,11 10 AWG BARE COPPER 34 t,tT DP EOUIV !2I10 AWG THH^4/TH,M4-2 I`1JNE .'110 AVVG TNHNITHWN 3 I 314 E:,T OR E:UIV _ V AW3 THHId,THA1,T1-2 1 ,1 10 AWG`HHWTHW!,-2 ,11E PANG THHN/TH4"A-2 MODULE CHARACTERISTICS S440 OPTIMIZER CHARACTERISTICS: -;A:TVHN 3[E__c. .O PEAK D_I E-_o. MO '; ,_T.VOLTAGE 3 VDC - :I/3_O10+405 405 W MAX INPUT VOLTAGE 30 VDC - 04U MAX i'-:' 'T '44 ADO SHORT R J:T C JRRE-T 11 17 A ',.=, - SYSTEM CHARACTERISTICS-INVERTER 1 SySTEM4 S,ZG 5.-00:W SHEET -vSTEM OPEN CR;UIT VOLTAGE 14 V ELECTRICAL MAX ALLOWABLE[10 VOLTAGE 480V STEM SHORT C,RC:'T CURRENT g A REV ,.1'C0=4 °AGE PV-4-0 INVERTER 1 ELECTRICAL SHOCK HAZARD NOTES AND SPECIFICATIONS PHOTOVOLTAIC DC DISCONNECT •SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2023 ARTICLE TERMINALS ON LINE AND LOAD 110 21(B).UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690.OR SIDES MAY BE ENERGIZED IN MAXIMUM SYSTEM VOLTAGE 420 IF REQUESTED BY THE LOCAL AHJ THE OPEN POSITION •SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE WORDS.COLORS AND SYMBOLS LABEL:OCATICN. •LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING LABEL LOCATION. INVERTERISI.DC DISCONNECT(S) METHOD AND SHALL NOT BE HAND WRITTEN INVERTERISI.AC/DC DISCONNECTIS, PER CODE(S):NEC 2023.690 7(D) •LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT AC COMBINER PANEL OF APPLICABLE). INVOLVED. PER CODE(S)NEC 2023 690.1318) •SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535 4-2011 PRODUCT SAFETY 705 20(7)706.15(C) SIGNS AND LABELS.UNLESS OTHERWISE SPECIFIED ,),24 noIK..-' •DO NOT COVER EXISTING MANUFACTURER LABELS. 1.833.607.6937 ext. 0 ,•IF, 1.855.478.3786 DUAL POWER SUPPLY Fce In Ca.or r„uaacr,cal. SOURCES:UTILITY GRID 911 Th...! -:aEB tr. AND PV SOLAR ELECTRIC sunrun SYSTEMwe....,....,..................�,>.,...,.....c....,a......-,.o,m LABEL LOCATION. cAuTioN . UTILITY SERVICE METER AND MAIN SERVICE PANEL PER CODEIS,NEC 2023 705 3013, II, MULTIPLE SOURCES OF POWER POWER SOURCE OUTPUT CONNECTON DO NOT RELOCATE THIS SOLAR PANELS ON ROOF-I — --\ OVERCURRENT DEVICE — \.\F F . sunrun fi MAIN PANEL AND PV BREAKER RAPID SHUTDOWN SWITCH DISCONNECT FOR SOLAR PV SYSTEM I I (INT) TURNRAPIDSWITCHTO SHUTHE TDOWOFFN " INVERTER (EXT) J POSI TION TO SHUT DOWN SERVICE ENTRANCE PV SYSTEM AND REDUCE SHOCK HAZARD IN THE AC DISCONNECT WARNING: PHOTOVOLTAIC ARRAY. 111 POWER SOURCE 10 HAROLD ST, NORTHAMPTON, MA, 01062 sll.- AC RACE PV-5 0 Page 1 of 2 03/18/2024 Current Renewables Sunrun Inc. Engineering Subject: Structural Certification for Installation of Residential Solar Job: SUE LEIBOWITZ Project Address: 10 Harold Street, Northampton, MA, 01062 Attn.: To Whom It May Concern Observation of the condition of the existing framing system was performed by an audit team of Sunrun Inc.. After review of the field observation data, structural capacity calculations were performed in accordance with applicable building codes to determine adequacy of the existing roof framing supporting the proposed panel layout. Please see full Structural Calculations report for details regarding calculations performed and limits of scope of work and liability. The design criteria and structural adequacy are summarized below: Design Criteria Code: MA 9th Ed. 780 CMR, IBC 2015, IRC 2015, IEBC 2015, ASCE 7-10 Ult Wind Speed: 117.0 mph Ground Snow: 40.0 psf Min Flat Snow: 35.0 psf icX0BERT--- Ct �K0 F MgssCurrent Renewables Engineering Inc. � Professional Engineer o LADE g S CIVIL info@currentrenewableseng.com No. 57978 N A Exp:6/30/2024 �� �'px• L �c, dor Signed on:03/18/2024 1760 Chicago Ave Ste J13, Riverside,CA 92507 (951)405-1733 info@currentrenewableseng.com Page 2 of 2 Summaries: Check 1: Shingle roofing supported by 2x6 Rafter @ 24 in. OC spacing. The roof is sloped at approximately 21 degrees and has a max beam span of 10.0 ft between supports. Roof is adequate to support the imposed loads. Therefore, no structural upgrades are required. Check 2: Shingle roofing supported by 2x10 Rafter @ 16 in. OC spacing. The roof is sloped at approximately 18 degrees and has a max beam span of 9.0 ft between supports. Roof is adequate to support the imposed loads. Therefore, no structural upgrades are required. Check 3: Shingle roofing supported by True 2x6 Rafter @ 24 in. OC spacing. The roof is sloped at approximately 39 degrees and has a max beam span of 14.9 ft between supports. Roof is adequate to support the imposed loads. Therefore, no structural upgrades are required. 1760 Chicago Ave Ste J13, Riverside,CA 92507 (951)405-1733 info@currentrenewableseng.com Page 1 of 8 03/18/2024 Current Renewables Sunrun Inc. Engineering Attn.: To Whom It May Concern Job: SUE LEIBOWITZ Project Address: 10 Harold Street, Northampton, MA, 01062 The following calculations are for the structural engineering design of the photovoltaic panels and are valid only for the structural info referenced in the stamped plan set. I certify that the roof structure has sufficient structural capacity for the applied PV loads. All mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Design Criteria Code: MA 9th Ed. 780 CMR, IBC 2015, IRC 2015, IEBC 2015, ASCE 7-10 Live Load: 20 psf Ult Wind Speed: 117.0 mph Exposure Cat: B Ground Snow: 40.0 psf Min Flat Snow: 35.0 psf ��P�ZH OF Mgss9� Current Renewables Engineering Inc. st ROBADE A Professional Engineer S CIVIL —' info@currentrenewableseng.com No. 57978 Exp:6/30/2024 c, S/r L #1'r" r' -/ Signed on:03/18/2024 1760 Chicago Ave Ste J 13,Riverside,CA 92507 (951)405-1733 info@currentrenewabieseng.com Page 2 of 8 Roof Properties: Check 1 Check 2 Check 3 Roof Type: Shingle Shingle Shingle Roof Pitch(deg): 21 18 39 Mean Roof Height(ft): 23.00 23.00 23.00 Attachment Trib Width (ft): 3.30 3.30 3.30 Attachment Spacing(ft): 6.00 5.30 6.00 Framing Type: Rafter Rafter Rafter Framing Size: 2x6 2x10 True 2x6 Framing OC Spacing (in): 24.00 16.00 24.00 Section Thickness, b(in): 1.50 1.50 2.00 Section Depth, d (in): 5.50 9.25 6.00 Section Modulus,Sx (in3): 7.562 21.391 12.000 Moment of Inertia, lx(in4): 20.797 98.932 36.000 Unsupported Span(ft): 10.00 9.00 14.90 Upper Chord Length(ft): 10.00 9.00 14.90 Deflection Limit D+L(in): 2.000 1.800 2.980 Deflection Limit S or W(in): 1.333 1.200 1.987 Framing Upgrade: NO NO NO Sister Size: N/A N/A N/A Wood Species: SPF SPF SPF Wood Fb(psi): 875.00 875.00 875.00 Wood Fv(psi): 135.00 135.00 135.00 Wood E(psi): 1,400,000.00 1,400,000.00 1,400,000.00 CD (Wind): 1.60 1.60 1.60 Co(Snow): 1.15 1.15 1.15 CLS: 1.00 1.00 1.00 CM =Ct=CL =Ci• 1.00 1.00 1.00 CF: 1.30 1.10 1.30 cf.: 1.00 1.00 1.00 Cr: 1.15 1.15 1.15 F'b Wind(psi): 2,093.00 1,771.00 2,093.00 F'b Snow(psi): 1,504.34 1,272.91 1,504.34 F'v Wind (psi): 216.00 216.00 216.00 F'v Snow(psi): 155.25 155.25 155.25 Moment Allowable Wind (lb-ft): 1,319.03 3,156.90 2,093.00 Moment Allowable Snow(Ib-ft): 948.05 2,269.02 1,504.34 V Allowable Wind(Ibs): 1,188.00 1,998.00 1,728.00 V Allowable Snow(Ibs): 853.88 1,436.06 1,242.00 E'(psi): 1,400,000 1,400,000 1,400,000 1760 Chicago Ave Ste J13, Riverside,CA 92507 (951)405-1733 info@currentrenewableseng.com Page 3 of 8 Load Calculations: Dead Load Calculations: Check 1 Check 2 Check 3 Panel Dead Load (psf): 3.00 3.00 3.00 Roofing Weight(psf): 3.00 3.00 3.00 Decking Weight(psf): 2.00 2.00 2.00 Framing Weight(psf): 0.95 2.38 1.38 Misc.Additional Weight(psf): 1.00 1.00 1.00 Existing Dead Load (psf): 6.95 8.38 7.38 Total Dead Load (psf): 9.95 11.38 10.38 Wind Load Calculations: Check 1 Check 2 Check 3 Ultimate Wind Speed(mph): 117.00 117.00 117.00 Directionality Factor, kd: 0.85 0.85 0.85 Topographic Factor, kzt: 1.00 1.00 1.00 Velocity Press Exp Factor, kz: 0.70 0.70 0.70 Velocity Pressure, qz(psf): 20.87 20.87 20.87 External Pressure Up, GCp1: -0.87 -0.87 -0.94 External Pressure Up,GCp2: -1.55 -1.55 -1.14 External Pressure Up,GCp3: -2.42 -2.42 -1.14 External Pressure Down, GCp: 0.44 0.44 0.87 Design Pressure Up, p1: -18.15 -18.15 -19.61 Design Pressure Up, p2: -32.34 -32.34 -23.79 Design Pressure Up, p3: -50.49 -50.49 -23.79 Design Pressure Down, p(psf): 16.00 16.00 18.15 Snow Load Calculations: Check 1 Check 2 Check 3 Ground Snow Load, pg (psf): 40.00 40.00 40.00 Min Flat Snow, pf_min (psf): 35.00 35.00 35.00 Min Sloped Snow, pf_min (psf): 0.00 0.00 0.00 Snow Importance Factor, lc: 1.00 1.00 1.00 Exposure Factor, Ce: 0.90 0.90 0.90 Thermal Factor, Ct: 1.10 1.10 1.10 Flat Roof Snow, pf(psf): 35.00 35.00 35.00 Slope Factor, Cs: 0.82 1.00 0.52 Sloped Roof Snow, ps(psf): 28.58 35.00 18.08 1760 Chicago Ave Ste J13, Riverside,CA 92507 (951)405-1733 info@currentrenewableseng.com Page 4 of 8 Hardware Checks: Lag Screw Check: Check 1 Check 2 Check 3 Ref.Withdrawal Value,W(lb/in): 205.00 205.00 205.00 (Cm=Ct=Ceg= 1.0)CD: 1.60 1.60 1.60 Adjusted Withdrawal Value,W' (lb/in): 328.00 328.00 328.00 Penetration, p(in.): 2.50 2.50 2.50 Allowable Withdrawal Force,W'p(Ibs): 820.00 820.00 820.00 Applied Uplift Force (Ibs): -153.26 -134.83 -173.82 Uplift DCR: 0.187 0.164 0.212 Ref. Lateral Value,Z(Ibs): 250.00 250.00 250.00 (Cm=Ct=Cdelta=Ceg= 1.0)CD: 1.15 1.15 1.15 Adjusted Lateral Value,Z'(Ibs): 287.50 287.50 287.50 Applied Lateral Force(Ibs): 224.10 205.38 262.67 Angle of Resultant Force, alpha(deg): 34.37 33.28 33.50 Adjusted Interaction Lateral Value,Z'alpha (Ibs): 362.52 357.40 358.38 Lateral DCR: 0.618 0.575 0.733 1760 Chicago Ave Ste J13, Riverside,CA 92507 (951)405-1733 info@currentrenewableseng.com Page 5 of 8 Roof Framing Checks: Force Checks LC 1: D+S Check 1 Check 2 Check 3 Applied Moment(lb-ft): 963.2 626.2 1,579.3 Applied Shear(Ibs): 382.1 275.7 421.6 Allowable Moment(lb-ft): 948.0 2,269.0 1,504.3 Allowable Shear(Ibs): 853.9 1,436.1 1,242.0 Moment DCR: 1.016 0.276 1.050 Shear DCR: 0.447 0.192 0.339 LC2: D+0.6W Check 1 Check 2 Check 3 Applied Moment(lb-ft): 488.6 283.3 1,180.4 Applied Shear(Ibs): 193.8 124.7 315.1 Allowable Moment (lb-ft): 1,319.0 3,156.9 2,093.0 Allowable Shear(Ibs): 1,188.0 1,998.0 1,728.0 Moment DCR: 0.370 0.090 0.564 Shear DCR: 0.163 0.062 0.182 LC3: D+0.75(S+0.6W) Check 1 Check 2 Check 3 Applied Moment(lb-ft): 964.5 605.3 1,781.9 Applied Shear(Ibs): 382.6 266.5 475.7 Allowable Moment(lb-ft): 1,319.0 3,156.9 2,093.0 Allowable Shear(Ibs): 1,188.0 1,998.0 1,728.0 Moment DCR: 0.731 0.192 0.851 Shear DCR: 0.322 0.133 0.275 LC4: 0.6D+0.6W Check 1 Check 2 Check 3 Applied Moment(lb-ft): 389.2 221.8 950.0 Applied Shear(Ibs): 154.4 97.7 253.6 Allowable Moment(lb-ft): 1,319.0 3,156.9 2,093.0 Allowable Shear(Ibs): 1,188.0 1,998.0 1,728.0 Moment DCR: 0.295 0.070 0.454 Shear DCR: 0.130 0.049 0.147 1760 Chicago Ave Ste J13, Riverside,CA 92507 (951)405-1733 info©currentrenewableseng.com Page 6 of 8 Deflection Checks (Service Level): LC1: D+L Check 1 Check 2 Check 3 Deflection (in.): 0.625 0.061 1.807 Deflection Limit(in.): 2.000 1.800 2.980 Deflection DCR: 0.312 0.034 0.606 LC2: S Check 1 Check 2 Check 3 Deflection (in.): 0.442 0.050 0.796 Deflection Limit(in.): 1.333 1.200 1.987 Deflection DCR: 0.331 0.041 0.400 LC3: W (Down) Check 1 Check 2 Check 3 Deflection (in.): 0.104 0.010 0.336 Deflection Limit(in.): 1.333 1.200 1.987 Deflection DCR: 0.078 0.008 0.169 LC4: W (Up) Check 1 Check 2 Check 3 Deflection(in.): 0.118 0.011 0.362 Deflection Limit (in.): 1.333 1.200 1.987 Deflection DCR: 0.088 0.009 0.182 1760 Chicago Ave Ste J13, Riverside,CA 92507 (951)405-1733 info@currentrenewableseng.com Page 7 of 8 Seismic Check: Existing Weight: Wall Weight(psf): 17.00 Tributary Wall Area(ft2): 1,740.00 Total Wall Weight(Ibs): 29,580.00 Roof Weight(psf): 6.95 Roof Area (ft2): 840.00 Total Roof Weight(Ibs): 5,834.06 Total Existing Weight(Ibs): 35,414.06 Additional PV Weight: PV Panel Weight(Ibs): 64.35 Number of Panels: 14 Total Additional PV Weight(Ibs): 900.90 Weight Increase: (Existing W + Additional W) + (Existing W) = 102.54% The increase in weight as a result of the solar system is less than 10% of the existing structure. Therefore, no further seismic analysis is required. 1760 Chicago Ave Ste J13, Riverside,CA 92507 (951)405-1733 info@currentrenewableseng.com Page 8 of 8 Limits of Scope of Work and Liability: Existing structure is assumed to have been designed and constructed following appropriate codes at time of erection, and assumed to have appropriate permits. The calculations produced are only for the roof framing supporting the proposed PV installation referenced in the stamped planset and were completed according to generally recognized structural analysis standards and procedures, professional engineering and design experience, opinions and judgements. Existing deficiencies which are unknown or were not observable during time of inspection are not included in this scope of work. All PV modules, racking, and mounting equipment shall be designed and installed per manufacturer's approved installation specifications. The Engineer of Record and the engineering consulting firm assume no responsibility for misuse or improper installation. This analysis is not stamped for water leakage. Framing was determined based on information in provided plans and/or photos, along with engineering judgement. Prior to commencement of work, the contractor shall verify the framing sizes, spacings, and spans noted in the stamped plans, calculations, and cert letter (where applicable) and notify the Engineer of Record of any discrepancies prior to starting construction. Contractor shall also verify that there is no damaged framing that was not addressed in stamped plans, calculations, and cert letter (where applicable) and notify the Engineer of Record of any concerns prior to starting construction. 1760 Chicago Ave Ste J 13, Riverside,CA 92507 (951)405-1733 info@currentrenewableseng.com UUI:u0Iy1 I CI ivelUpe IL/. ILHCI I-404r-4Dro-/11Ua-oCrLLD/ 1um/Az. r h 'r 14%. SEASONALITY Solar production typically peaks in the summer and dips in the winter System overview Spring Summer Fall Winter Produces approximately 5,729 kWh/yr This chart i>for rlf•,I,r.strA(,);:rrun•:^>onle.Yonr :nay differ. Equipment Solar Panels & inverters BILLING The solar energy system and your local grid work together to power your home Service coverage SOLAR SYSTEM 90% Production guarantee 25 years Sunrun The system will produce 90`i,of our estimate, or we pay you for the difference. Your Sunrun bill stays the same each month,even if you produce more solar energy than expected. Parts, Labor&Workmanship Three ways to pay your bill: If any part of the system breaks, 1. Auto pay we'll repair or replace it. 25 years 2 M Sun un.com If there's an issue with the y installation,we'll fix it. 3. Over the phone at 1 (855)478-6786 Solar Roof Fasteners 10years For the first 12 months.Does not include taxes,if applicable,or$7.50 discount for auto-pay enrollment. if you violate the terms and conditions of our agreement,including but not limited to tampering with the system,we may choose to revoke warranty coverage. Our service cost and terms You can choose to stop receiving prescreened offers of credit from us and other companies by calling toll-free 888-567-8688.See prescreen notice We own the system and provide you with its electricity. below for more information. Year 1 solar rate $0.190/kWh UTILITY GRID Your local utility Year 1 total monthly payment s,5o _: ,;I:;:r,: $90.71/month Your utility bill will vary based on how much utility energy you use,when you use it,and how much surplus solar Annual payment escalator 3.50% energy you sell to the grid Deposit due today $0.00 uuuuolal I CI lvtlluptl lu. ILI U..)I-c w+r-wro-f IUJ-ocrcco,IJPY1c Your signature below indicates that (a) you're 18 years of age or older, (b) you're the owner of legal title to the Home and that every person or entity with an ownership interest in the Home has agreed to be bound by the terms of the Agreement, (c) that you have been advised on your rights to cancel this agreement, and (d) that you have read, understood, and accepted the provisions set forth in this contract. You also understand that if you do not give us a written request on which end of term option you choose 30 days before your Agreement terminates, we will automatically renew this Agreement for 5 years. YOU MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE TENTH DAY AFTER THE EFFECTIVE DATE. PLEASE REVIEW THE ATTACHED NOTICES OF CANCELLATION FOR AN EXPLANATION OF THIS RIGHT. --DocuSigned by: Agreed and accepted by: SU- . ,�LBOI&)L. ced and accepted by `- --52E8FAEF722D4C6.. (Second Signer, optional): SUE Print Name: LEIBOWITZ Print Name (Second signer, optional): Date: 12/19/202 3 DocuSigned by: DocuSi ned by: Sales Cotaut Corporate— g}a°t tr Signature: Signature', �F9A27AE333064 .. Print Name: Ryan Turner Print Name: �gifl FFj4 p Sunrun ID Number: 1905351849 Date: 12/19/2023 Title: Project Operations Contract Version 1.0 Proposal:PKVKC3LL7NLK-H Version 2021 Q4V1 Proposal Id:a086Q00000nmxdx Agreement:a4m6Q000003CQEoQAO Template Order:320 Template Key: OT_213EA1437705 o�a UuuuouyII me e vu Iupe IU. ICMc/:7J I-4061r-4oro-N IUJrocrcco I IU/1I1c 11110 Exhibit A As we detailed above, we guarantee that the System will produce at least 90% of the Estimated Production over its lifetime. Here is the Estimated Solar Output and Performance Guarantee Refund Rate, by year Estimated Solar Output and Performance Guarantee Refund Rate, by year Year Total Guarantee Output to Performance Guarantee Refund Date (kWh) Rate ($/kWh) 1 5,156 $0.190 2 10,286 $0.190 3 15,391 $0.206 4 20,470 $0.206 5 25,524 $0.223 6 30,552 $0.223 7 35,556 $0.241 8 40,534 $0.241 9 45,488 $0.261 10 50,416 $0.261 11 55,320 $0.282 12 60,200 $0.282 13 65,055 $0.306 Contract Version 1.0 Proposal:PKVKC3LL7NLK-H Version 2021 Q4V1 Proposal Id:a086Q00000nmxdx Agreement:a4m60000003CQEoQAO Template Order:32 Template Key:OT_048UAE792318 UU1:U. I9.II CI IVCIUpC IU. I WCI JJ I-LJ4r-4Dr U-N IUJ-o Crcc / I C/V1L • 14 69,886 $0.306 15 74,692 $0.331 16 79,475 $0.331 17 84,234 $0.358 18 88,969 $0.358 19 93,680 $0.387 20 98,368 $0.387 21 103,032 $0.419 22 107,673 $0.419 23 112,291 $0.453 24 116,885 $0.453 25 121,457 $0.489 Contract Version 1.0 Proposal:PKVKC3LL7NLK-H Version 2021 Q4V1 Proposal Id:a086Q00000nmxdx Agreement:a4m60000003CQEoQAO Template Order:32 Template Key:0T_048UAE792318