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24B-015 (2) BP-2022-0964 26 DENISE CT COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 24B-015-001 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-2022-0964 PERMISSION IS HEREBY GRANT I TO: Project# 2022 SOLAR Contractor: License: Est. Cost: 21746 FREEDOM FOREVER MASS LLC 116415 Const.Class: Exp.Date:04/01/2025 Use Group: Owner: J. WIENER, DANIEL Lot Size (sq.ft.) Zoning: URB/WP Applicant: FREEDOM FOREVER MASS Applicant Address Phone: Insurance:, 68 GOLD ST 413-335-2851 WCC334024A AGAWAM, MA 01001 ISSUED ON:08/12/2022 TO PERFORM THE FOLLOWING WORK: INSTALL 20 PANEL 6.0 KW ROOF MOUNTED SOLAR SYSTEM 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 VIOL• TION OF ANY OF ITS RULES AND REGULATIONS. Signature: II Fees Paid: $75.00 2 I Main Street, Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner AUG The Commonwealth of Massach setts 2022 I* Board of Building Regulations and tangy • FQR Massachusetts State Building Code,9�C`'..r tikp, C ALITY Building Permit Application To Construct,Repair,Renovate OrAMno�!Ns010 ooRsvise Mar 2QII One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number:Q P- Za- ` a y Date Applied: 44.) /1Z 8-li-Z022 Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assesso"rs,Map& Parcel Numbers 26 Denise Court 7 66 1.1a Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Residential Zoning District Proposed Use Lot Area(sq fI) 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❑ Private 0 Zone: _ Outside Flood Zone? Municipal❑ On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Daniel Wiener Northampton,Ma 01060 Name(Print) City, State,ZIP 26 Denise Court 413-687-9416 permitsma©foreverfreedom.com No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction ❑ Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units Other 0 Specify:PV solar panels Brief Description of Proposed Work2: _ Roof mounted pv solar panels 6.000 kw system-20 total panels-150a SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $4349.20 1. Building Permit Fee: $ Indicate how fee is determined: ❑Standard City/Town Application Fee 2.Electrical $17396.80 ❑Total Project Costa(Item 6)x multiplier x 3.Plumbing $0 2. Other Fees: $ 4.Mechanical (HVAC) $0 List: _ 5.Mechanical (Fire Suppression) $0 Total All Fees Check No.ItiO Check Amount 16 Cash Amount: 6.Total Project Cost: $21746.00 ❑Paid in Full 0 Outstanding Balance Due: _ SECTION 5: CONSTRUCTION SERVICES - 5.1 Construction Supervisor License(CSL) C5-116415 04/01/2025 Aaron Wendt License Number Expiration Date Name of CSL Holder List CSL Type(see below) U 68 Gold St No.and Street Type Description Agawam,Massachusetts 01001 U Unrestricted(Buildings up to 35,000 cu.'ft.) R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 413-800-6491 permitsma©foreverfreedom.com I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 198080 03//01/2024 Aaron Wendt/Freedom Forever HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 68 Gold St permitsma@foreverfreedom.com No.and Street Email address Agawam,Massachusetts 01001 413-800-6491 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 0 No ❑ 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 Aaron Wendt/Freedom Forever to act on my behalf,in all matters relative to work authorized by this building permit application. Z7¢yyo,I j1, 08/09/2022 Print Owner's Name(Electronic Signature) Date SECTION 7b:OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. 4a-44it- aAot 08/09/2022 Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: I. 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" CITY OF NORTHAMPTON SETBACK PLAN MAP: LOT: LOT SIZE: REAR LOT DIMENSION: REAR YARD SIDE YARD SIDE YARD FRONT SETBACK FRONTAGE City of Northampton 1�r: ��.., Si n Massachusetts x. - '!; A. aY l p DEPARTMENT OF BUILDING INSPECTIONS ,. 4F 212 Main Street • Municipal Building yJ;• Ix Northampton, r! Northampton, MA 01060 �rN4j\,`� CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, S54, a condition of Building Permit Number is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGL c 111, S 150A. The debris will be disposed of in: Location of Facility: Freedom Forever 68 Gold St Agawam, Ma 01001 The debris will be transported by: Name of Hauler: Freedom Forever Signature of Applicant: 4c ), GIJQ, t- _Date: 08/09/2022 • • • • ( LA' free 68 Gold St. FOREVER Agawam, MA 01001 To whom it may concern, Please find residential solar permit application for '-e• \ Up I cn 2_ r In this package please find. nac—A-haxne+41 rn• 0 6 6_,12) • Building permit application a Electrical permit application • Worker's comp affidavit (electrical & construction) • Copies of electrical licenses • Copy of HIC • Copy of Construction Supervisor license • Liability Insurance Certificate • Customer Contract • Building plans/line diagram • • Engineer's certified letter & calculations If you need anything else, please feel free to reach out. Thank youl Joan Cole 413-800-6491 jcole@freedornforevercom THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration 67:,.. ... ...-...... ......- ' (:,.. ---:..... ... .-iF. 1- r r" -�--sIe , * � Type: Supplement Card FREEDOM FOREVER MASSACHUSETTS, LLC Registration: 198080 'MI IN Expiration: 03/01/2024 43445 BUSINESS PARK DR, STE 110 TEMECULA, CA 92590 ., 3 >at ; c \I T, ,fir. <", \ \ Update Address and Return Card. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs & Business Regulation Registration valid for individual use only before the HOME IMPROVEMENT CONTRACTOR expiration date. If found return to: TYPE: Supplement Card Office of Consumer Affairs and Business Regulation Registration Expiration 1000 Washington Street -Suite 710 198080 03/01/2024 Boston, MA 02118 FREEDOM FOREVER MASSACHUSETTS, LLC I=LF _..... ,_, _ l AARON WENDT i 43445 BUSINESS PARK AR,STE 110a -4M____- ‘--11:e TEMECULA, CA 92590 l i/ Undersecretary Not valid without signature = Commonwealth of Massachusetts r 5 Division of Occupational Licensure •' Board of Building Regulations and Standards " Coitst i `ionI Su rvisor CS-116415 sires: 04/01/2025 I AARON S WE 0►T r 350 MAIN R[ MONTGOMEV MA 01085 ._- Wit, ` r d Commissioner K. B& . 1 Page 1 of 8 Current Renewables Engineering 07-18-2022 Freedom Forever LLC 43445 Business Park Dr Suite 110,Temecula, CA 92590 Attn.:To Whom It May Concern re job: Daniel Wiener 26 Denise Ct, Northampton, MA 01060, USA 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.The verification of such info is the responsibility of others. 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: 780 CMR, IBC 2015, ASCE 7-10, Live Load: 0 psf Ult Wind Speed: 117 mph Exposure Cat: B Ground Snow: 40 psf Min Snow Roof: 0 psf 07-18-2022 �ooli OF Mq ys4 t. �j.�MOVASS40 cyG cit.*" CIVIL y a Current Renewables Engineering Inc. N0.56313 ^ Professional Engineer .0S EaE'O Q info@currentrenewableseng.com F4:SS/0/01. 4'\s Exp:6/30/2024 1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951)405-1733 Page 2 of 8 Daniel Wiener Current Renewables Engineering Roof Properties: Roof 1 Roof Type = Shingle Roof Pitch (deg) = 22.0 Mean Root Height (ft) = 13.0 Attachment Trib Width (ft) = 3.3 Attachment Spacing (ft) = 4.0 Framing Type = Rafter Framing Size = 2x6 Framing OC Spacing (in.) = 16.0 Section Thickness, b (in) = 1.5 Section Depth, d (in) = 5.5 Section Modulus, Sx (in3) = 7.562 Moment of Inertia, lx (in ) = 20.797 Unsupported Span (ft) = 11.0 Upper Chord Length (ft) = 11.0 Deflection Limit D+L (in) = 2.2 Deflection Limit S or W (in) = 1.467 Attachments Pattern = Fully Staggered Framing Upgrade = No Sister Size = NA Wood Species = SPF Wood Fb (psi) = 875.0 Wood Fv (psi) = 135.0 Wood E (psi) = 1400000.0 CD (wind) = 1.6 Cd (snow) = 1.15 Cis = 1.0 CM = Ct = CL = C; = 1.0 CF= 1.3 Ctu = 1.0 Cr= 1.15 F'b wind (psi) = 2093.0 F'b snow (psi) = 1504.34 F'v wind (psi) = 216.0 F'v snow (psi) = 155.25 M allowable wind (lb-ft) = 1319.03 M allowable snow (lb-ft) = 948.05 V allowable wind (Ibs) = 1188.0 V allowable snow (Ibs) = 853.88 E' (psi) = 1400000.0 1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951)405-1733 Page 3 of 8 Daniel Wiener Current Renewables Engineering Load Calculation: Dead Load Calculations: Roof 1 Panels Dead Load (psf) = 3.0 Roofing Weight (psf) = 3.0 Decking Weight (psf) = 2.0 Framing Weight (psf) = 1.418 Misc. Additional Weight (psf) = 1.0 Existing Dead Load (psf) = 7.418 Total Dead Load (psf) = 10.418 Wind Load Calculations: Ultimate Wind Speed (mph) = 117.0 Directionality Facto r, kd = 0.85 Topographic Factor, kzt = 1.0 Velocity Press Exp Factor, kz = 0.701 Velocity Pressure, qz (psf) = 20.869 External Pressure Up, GCp_1 = -0.87 External Pressure Up, GCp_2 = -1.549 External Pressure Up, GCp_3 = -2.419 External Pressure Down, GCp = 0.44 Design Pressure Up, p_1 (psf) _ -18.154 Design Pressure Up, p_2 (psf) = -32.336 Design Pressure Up, p_3 (psf) = -50.489 Design Pressure Down, p (psf) = 16.0 Snow Load Calculations: Ground Snow Load, pg (psf) = 40.0 Min Flat Snow, pf min (psf) = 35.0 Sloped Snow, ps_min (psf) = 0.0 Snow Importance Factor, lc = 1.0 Exposure Factor, Ce = 0.9 Thermal Factor, Ct = 1.1 Flat Roof Snow, pf(psf) = 35.0 Slope Factor, Cs = 1.0 Sloped Roof Snow, ps (psf) = 35.0 1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951)405-1733 Page 4 of 8 Daniel Wiener Current Renewables Engineering Lag Screw Checks: Roof 1 Ref. Withdrawal Value, W (lb/in) = 205.0 (Cm = Ct = Ce9 = 1.0) CD = 1.6 Adjusted Withdrawal Value, W' (lb/in) = 328.0 Lag Penetration, p (in.) = 2.5 Allowable Withdrawal Force, W'p (Ibs) = 820.0 Applied Uplift Force (Ibs) = -102.323 Uplift DCR = 0.125 Ref. Lateral Value, Z (Ibs) = 205.0 (Cm = Ct = Co= Ce9 = 1.0) CD = 1.15 Adjusted Lateral Value, Z' (Ibs) = 287.5 Applied Lateral Force (Ibs) = 187.903 Angle of Resultant Force, a (deg) = 0.499 Adjusted Interaction Lateral Value, Z'a (Ibs) = 337.649 Lateral DCR = 0.557 1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951)405-1733 Page 5 of 8 Daniel Wiener Current Renewables Engineering Roof Framing Checks: Force Checks: LC1: D+S Roof 1 Applied Moment (lb-ft) = 916.0 Applied Shear (Ibs) = 331.0 Allowable Moment (lb-ft) = 948.0 Allowable Shear (Ibs) = 854.0 Moment DCR = 0.966 Shear DCR = 0.387 LC2: D+0.6W Applied Moment (lb-ft) = 404.0 Applied Shear (Ibs) = 146.0 Allowable Moment (lb-ft) = 1319.0 Allowable Shear (Ibs) = 1188.0 Moment DCR = 0.306 Shear DCR = 0.123 LC3: D+0.75(S+0.6W) Applied Moment (lb-ft) = 885.0 Applied Shear (Ibs) = 319.0 Allowable Moment (lb-ft) = 1319.0 Allowable Shear (Ibs) = 1188.0 Moment DCR = 0.671 Shear DCR = 0.269 LC4: 0.6 D+0.6 W Applied Moment (lb-ft) = 320.0 Applied Shear (Ibs) = 115.0 Allowable Moment (lb-ft) = 1319.0 Allowable Shear (Ibs) = 1188.0 Moment DCR = 0.242 Shear DCR = 0.097 1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951)405-1733 Page 6 of 8 Daniel Wiener Current Renewables Engineering Deflection Checks(Service Level): LC1: D+L Deflection (in.) = 0.62 Deflection Limit (in.) = 2.2 Deflection DCR = 0.282 LC2:S Deflection (in.) = 0.528 Deflection Limit (in.) = 1.467 Deflection DCR = 0.36 LC3: W(Down) Deflection (in.) = 0.101 Deflection Limit (in.) = 1.467 Deflection DCR = 0.069 LC4: W(Up) Deflection (in.) = 0.115 Deflection Limit (in.) = 1.467 Deflection DCR = 0.078 1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951)405-1733 Page 7 of 8 Daniel Wiener Current Renewables Engineering Seismic Check: Existing Weight: Wall Weight (psf) = 17.0 Tributary Wall Area (ft2) = 1000.0 Total Wall Weight (Ibs) = 17000.0 Roof Weight (psf) = 7.418 Roof Area (ft2) = 2400.0 Total Roof Weight(Ibs) = 17803.125 Total Existing Weight (Ibs) = 34803.125 Total Additional PV Weight(Ibs) = 1158.3 Weight Increase: (Existing W+Additional W)/(Existing W) = 1.033 The increase in weight as a result of the solar system is less than 10%of the existing structure and therefore no further seismic analysis is required. 1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951)405-1733 Page 8 of 8 Daniel Wiener Current Renewables Engineering 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 Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951)405-1733 PHOTOVOLTAIC SYSTEM CODES: CONSTRUCTION NOTES: THIS PROJECT COMPLIES BUILDINGWITG THCO FOLLOWING: NG: CONDUIT AND CONDUCTOR SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND 2015 INTERNATIONAL CODE (IBC) 2015 INTERNATIONAL RESIDENTIAL CODE(IRC) ARE NOT MEANT TO LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. 2015 INTERNATIONAL MECHANICAL CODE (IMC) ALL SOLAR ENERGY SYSTEM EQUIPMENT SHALL BE SCREENED TO THE MAXIMUM EXTENT 2015 INTERNATIONAL PLUMBING CODE (IPC) POSSIBLE AND SHALL BE PAINTED A COLOR SIMILAR TO THE SURFACE UPON WHICH THEY ARE 2015 INTERNATIONAL FUEL GAS CODE (IFGC) MOUNTED. 2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) MODULES SHALL BE TESTED , LISTED AND INDENTIFIED WITH FIRE CLASSIFICATION IN 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) ACCORDANCE WITH UL 2703. SMOKE AND CARBON MONOXIDE ALARMS ARE REQUIRED PER 2015 INTERNATIONAL SWIMMING POOL AND SPA CODE (ISPSC) SECTION R314 AND 315 TO BE VERIFIED AND INSPECTED BY INSPECTOR IN THE FIELD. 2020 NATIONAL ELECTRICAL CODE (NEC) AS ADOPTED BY CITY OF NORTHAMPTON (MA) DIG ALERT(811)TO BE CONTACTED AND COMPLIANCE WITH EXCAVATION SAFETY PRIOR TO ANY EXCAVATION TAKING PLACE PHOTOVOLTAIC SYSTEM GROUND WILL BE TIED INTO EXISTING GROUND AT MAIN SERVICE FROM DC DISCONNECT/INVERTER AS PER 2020 NEC SEC 250.166(A). SOLAR PHOTOVOLTAIC SYSTEM EQUIPMENT WILL BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF ART.690 OF THE 2020 NEC VICINITY MAP: THE MAIN SERVICE PANEL WILL BE EQUIPPED WITH A GROUND ROD OR UFER ' ,-.1 UTILITY COMPANY WILL BE NOTIFIED PRIOR TO ACTIVATION OF THE SOLAR PV SYSTEM • SOLAREDGE OPTIMIZERS ARE LISTED TO IEC 62109-1 (CLASS II SAFETY)AND UL 1741 STANDARDS CLIENT: a 1 DANIEL WIENER . INSTALL CREW TO VERIFY ROOF STRUCTURE PRIOR TO COMMENCING WORK. EMT CONDUIT 26 DENISE COURT,NORTHAMPTON,MA 01060 ATTACHED TO THE ROOF USING CONDUIT MOUNT. AHJ:CITY OF NORTHAMPTON(MA) • UTILITY:NG-NATIONAL GRID(MA) _ METER:99089520 - PHONE:(413)687-9416 SYSTEM: SYSTEM SIZE(DC):20 X 400=8.000 kW . "1. SYSTEM SIZE(AC):6.000 kW @ 240V MODULES:20 X HANWHA QCELL:Q.PEAK 2 DUO BLK ML-G10+400 OPTIMIZERS:20 X SOLAREDGE 5440 !+ a INV[S11)ERTER:SOLAREDGE SE6000H-USRGM u5 o [ SITE LOCATION TABLE OF CONTENTS: PV-1 SITE LOCATION REVISIONS PV-2 SITE PLAN NO. REVISED BY DATE 1 Z.V. 8/8/2022 PV-2A ROOF PLAN WITH MODULES LAYOUT _ _ PV-2B STRUCTURAL CALCULATIONS - - PV-3 MOUNTING DETAILS PV-4 THREE LINE DIAGRAM .V. freedom OREVE R PV-5 CONDUCTOR CALCULATIONS FREEDOM FOREVER LLC 135 ROBERT TREAT PAINE DR.•TAUNTON, PV-6 EQUIPMENT&SERVICE LIST MA 02780 Tel:(800)385-1075 PV-7 LABELS GREG ALBRIGHT PV-7A SITE F) FIt' I` w1 PV-8 OPTIMIZER CHART /-v- \ PV-9 SAFETY PLAN CONTRACTOR LICENSE: HOME IMPROVEMENT CONTRACTOR 198080; PV-10 SAFETY PLAN BUSINESS ELECTRICAL CONTRACTOR LICENSE 902-EL-A1;CONSTRUCTION SUPERVISOR APPENDIX MANUFACTURER SPECIFICATION SHEETS LICENSE CS-111662,MASTER ELECTRICIAN 1136 MR SITE LOCATION JOB NO: DATE: DESIGNED BY: SHEET: 235450 8/8/2022 Z.V. PV-1 • • Freedom Forever • • 68 Gold St, Agawam, MA 01001 , USA Attn. CITY OF NORTHAMPTON (MA): 8/8/2022 REV #1 The changes outlined in Revision Details have been applied to the plans corresponding to the following customer: DANIEL WIENER 26 DENISE COURT, NORTHAMPTON, MA 01060 Revision Details: 1. Module count changed from (18)Qcell 400w to (20)Qcell 400w. Inverter size increased to SE6000H-US RGM to meet new system size. System size and layout updated to reflect change. All corresponding changes are notated on the plans by revision clouds. Thank you for your time in reviewing these plans. Please reach out if you have any additional questions or concerns. Construction Engineering Freedom Forever engineering(a�freedomforever.com LEGEND: X CHIMNEY 138'6, 0 PIPE VENT 0 MODULES (N)AC DISCONNECT EATON DG222URB(OR EQUIVALENT) (E) UTILITY METER CONDUIT /(N)SOLAR. DGE SE6000H-USRGM [S11] INVERTER WITH RAPID SHUTDOWN j/ SETBACK (N)MAIN SERVICE PANEL AC DISCONNECT (E) EMERGENCY GENERATOR AC (:)AUTOMATIC TRANSFER SWITCH PM PRODUCTION METER JB JUNCTION BOX ��6@,/ 38A �� INV INVERTER 5� 3 �' 'ilti QR‘v (N) FUSED AC DISCONNECT iiiiiN — MSP MAIN SERVICE IlkEATON DG222NRB (OR 2 ROOF AREA:2500 SQ FT PANEL EQUIVALENT) y 0 I I I 111 I 111 I �/� c O FAC FUSED AC (E)SUB PANEL O CLIENT: IENER DISCONNECT 262 DENISE COURT,NORTHAMPTON,MA 01060 O� AHJ:CITY OF NORTHAMPTON(MA) SUB SUBPANEL i UTILITY:NG-NATIONAL GRID(MA) \ �9-2 / Aii,--1- II 6? METER:99089520 \ PHONE:(413)687-9416 GEN EMERGENCY \ /� � �- GENERATOR ����'00° A1 \ ATSAUTOMATIC '' �1 � (N)JUNCTION BOX SYSTEM: TRANSFER ��, SYSTEM SIZE(DC):20 X 400=8.000 kW ' ,. �� i SYSTEM SIZE(AC):6.000 kW @ 240V SWITCH ` (N)20 HANWHA QUELL: MODULES:20 X HANWHA()CELL:O.PEAK P. 1' ♦� 1 Q.PEAK DUO BLK DUO BLK ML-G10+400 \ ,• �� OPTIMIZERS:20 X SOLAREDGE S440 O �' •, VII \ ML-G10+400 INVERTER:SOLAREDGE SE6000H-USRGM ' [SI1) (.0 1111.''' 110 A 0 At A` --------\ \ / / REVISIONS NO. REVISED BY DATE i 1 Z.V. 8/8/2022 61. 5S.3' ROOF LINE PROPERTY LINE freedom \ 2' + • 141 FOREVER \ / FREEDOM FOREVER LLC 135 ROBERT TREAT PAINE DR.,TAUNTON, i MA 02780 Tel:(800)385-1075 \_________________ __ --------------- GREG ALBRIGHT CONTRACTOR LICENSE: HOME IMPROVEMENT CONTRACTOR 198080; BUSINESS ELECTRICAL CONTRACTOR LICENSE 902-EL-Al;CONSTRUCTION SUPERVISOR `�l SITE PLAN LICENSE CS-111662,MASTER ELECTRICIAN 1 1136 MR `�' SCALE: 1/16" = 1'-0" SITE PLAN JOB NO: DATE: DESIGNED BY: SHEET: 235450 8/8/2022 Z.V. PV-2 LEGEND: (N)AC DISC' NECT EATON DG222URB (OR EQUIVALENT) CHIMNEY �® (N)SOLAREDGE 6000H-USRGM [S11] INVERTER 0 PIPE VENT (E) EMERGEN Y GENERATOR FP�. MODULES VP W41‘ (E) UTILITY METER - — - CONDUIT (N)MAIN SERVICE PANEL jSETBACK AC AC DISCONNECT (N) FUSED AC DISCONNECT EATON DG222NRB (OR PM PRODUCTION EQUIVALENT) METER °Iti JB JUNCTION BOX INV INVERTER (E)SUB PANEL FIRE ACCESS MAIN SERVICE PATHWAYS ROOF AREA:2500 SC)FT MSP PANEL (N)JUNCTION BOX CLIENT: FUSED AC ° j DANIEL WIENER FAC '� 26 DENISE COURT,NORTHAMPTON,MA DISCONNECT 01060 SUBPANEL le- (N)20 HANWHA QCELL: Q.PEAK i 0 AHJ:CITY OF NORTHAMPTON(MA) SUB '� 111 0 4, UTILITY:NG-NATIONAL GRID(MA) `,� BLK ML-G10+400 METER:99089520 � / PHONE:(413)687-9416 GEN EMERGENCY / A GENERATOR // ATS AUTOMATIC ° , SYSTEM: TRANSFER FIRE ACCESS SYSTEM SIZE(DC):20 X 400=8.000 kW SWITCH lippirolK , PATHWAYS SYSTEM SIZE(AC):6.000 kW Q 240V ,♦ , MODULES:20 X HANWHA QCELL:Q.PEAK DUO BLK ML-G10+400 , OPTIMIZERS:20 X SOLAREDGE S440 ' INVERTER:SOLAREDGE SE6000H-USRGM AdOI ot , „, I -, Ii. V♦♦ 111111, REVISIONS NO. REVISED BY DATE 1 1 Z.V. 8/8/2022 1 11Ali freedom F O R E V E R FREEDOM FOREVERR LLC ..T 135 ROBERT TREAT PAINE DR.,TAUNTON, MA 02780 110 Tel:(800)385-1075 GREG ALBRIGHT .10' - i''' -'\( (11" • CONTRACTOR LICENSE: HOME IMPROVEMENT CONTRACTOR 198080; BUSINESS ELECTRICAL CONTRACTOR LICENSE 902-EL-Al;CONSTRUCTION SUPERVISOR ��� ROOF PLAN MAS TER �� NOTES: LICENSE CS-111662; ELECTRICIAN 1136 MR No SCALE: 1/8" = 1 _O�� \ / 1. EMT CONDUIT ATTACHED TO THE ROOF USING CONDUIT MOUNTS 2. ATTACHED CLAMPS AT 25% FROM THE EDGE AND 50% FROM THE CENTER OF THE MODULES ROOF PLAN WITH MODULES LAYOUT 3. JUNCTION BOX IS MOUNTED TO THE RAIL. JOB NO DATE' DESIGNED BY: SHEET: 235450 8/8/2022 Z.V. PV-2A ROOF DETAILS: TOTAL ROOF AREA: 2500 SQ FT ARRAY COVERAGE: 16.91% SYSTEM DISTRIBUTED WEIGHT: 2.29 LBS SFM INFINITY\ ROCKIT MICRORAIL POINT-LOAD: 12.94 LBS e ROOF AREA STATEMENT CLIENT: DANIEL WIENER ROOF MODULE QUANTITY ROOF PITCH ARRAY PITCH AZIMUTH ROOF AREA ARRAY AREA 26 DENISE COURT,NORTHAMPTON,MA 01060 1 8 22° 22° 162° 382 SQ FT 169.12 SQ FT AHJ:CITY OF NORTHAMPTON(MA)UTILITY:NG-NATIONAL GRID(MA) 2 2 22° 22° 162° 167 SQ FT 42.28 SQ FT 99089520 PHONE:(413)687-9416 3 6 22° 22° 72° 343 SQ FT 126.84 SQ FT 4 4 22° 22° 162° 209 SQ FT 84.56 SQ FT SYSTEM: SYSTEM SIZE(DC):20 X 400=8.000 kW SYSTEM SIZE(AC):6.000 kW @ 240V MODULES:20 X HANWHA QCELL:Q.PEAK DUO BLK ML-G10+400 OPTIMIZERS:20 X SOLAREDGE S440 INVERTER:SOLAREDGE SE6000H-USRGM [SI1] REVISIONS NO. REVISED BY DATE 1 Z.V. 8/8/2022 -9 freedom FOREVER FREEDOM FOREVER LLC 135 ROBERT TREAT PAINE DR.,TAUNTON, MA 02780 Tel:(800)385-1075 GREG ALBRIGHT CONTRACTOR LICENSE: HOME IMPROVEMENT CONTRACTOR 198080: BUSINESS ELECTRICAL CONTRACTOR LICENSE 902-EL-Al;CONSTRUCTION SUPERVISOR LICENSE CS-111662;MASTER ELECTRICIAN 1136 MR ROOF DETAILS J08 NO: DATE: DESIGNED BY: SHEET: 235450 8/8/2022 Z.V. PV-26 LEGEND Module (Roof Zones) Zone = Zone 2 > MIN Zone 3 A SFM Components O SFM Microrail2" SFM Splice 6.5' el SFM Attached Space 8- O SFM Trim Attachment O SFM Trim Univ Cop Full Trim Section Cut Tnrn Section DANIEL WIENER 26 DENISE COURT,NORTHAMPTON,MA 01060 AHJ:CITY OF NORTHAMPTON(MA) UTILITY:NG-NATIONAL GRID(MA) I PARTIAL ROOF FRAMING PLAN METER:99089520 PHONE:(413)687-9416 I Scale: NTS SYSTEM: SYSTEM SIZE(DC):20 X 400=8.000 kW SYSTEM SIZE(AC):6.000 kW @ 240V 61 MODULES:20 X HANWHA QCELL:Q.PEAK -. DUO BLK ML-G10+400 OPTIMIZERS:20 X SOLAREDGE S440 �`'� INVERTER:SOLAREDGE SE6000H-USRGM [SI1] MICRORAIL ////////, HANWHA QCELL:Q.PEAK DUO `' ///////// TRIMRAIL MICRORAIL BLK ML-G10+400 /P// HANWHA QCELL:Q.PEAK HANWHA ELL:Q.PEAK 4., DUO BLK ML GIO+400 '_ DUO BLK Q-G10+400 SLIDER AND TRIMRAIL //////// ellillidk � ROOF ATTACHMENT -'� ////// FLASHING � �,� ROOF/DECK MEMBRANE // SLIDERS ROOF DECK/ REVISIO //////////////////// ROOF/DECK MEMBRANE ►"i��������•��� FLASHINGMBRANE rii/ii/iiiii�:_iiiiii SLIDERS NO. REVISED BYNS DATE 1 Z.V. 8/8/2022 0.0011 2"MIN. TRIMRAIL //// 5/16"STAINLESS STEEL LAG FLASHING ////////// WITHW � ORS 2RMINUEMBERAL DMENT - - _ _ _ 5/16"STAINLESS STEEL G BOLT OR ``i ///////////////// // 2X6 RAFTER @ 16"O.C. IMP AND FIAT WASHER STRUCTURAL SCREWWITH FLAT (/\�/J ,�i.1�/1// EMBEDMENT AND WASHER • �\. freedom // //�/, BUILDING STRUCTURE ll..11 FOREVEP BUILDING STRUCTURE FREEDOM FOREVER LLC /// SLIDER AND TRIMRAIL ROOF 135 ROBERT TREAT PAINE DR.,TAUNTON, t// 0.r.., ATTACHMENT FLASHING MA 02780 Tel:(B00)385-1075 5/16"STAINLESS STEEL LAG BOLT OR STRUCTURAL SCREW GREG ALBRIGHT WITH 2-1/2"MIN.EMBEDMENT ?'1 AND FLAT WASHER CONTRACTOR LICENSE: HOME IMPROVEMENT CONTRACTOR 198080; BUSINESS ELECTRICAL CONTRACTOR LICENSE 902-EL-Al,CONSTRUCTION SUPERVISOR SOLAR PV ARRAY SECTION VIEW 11 36 M MR ATTACHMENT DETAIL LICENSE CS-1116623 R ELECTRICIAN I R I Scale: NTS I Scale: NTS MOUNTING DETAILS JOB NO: DATE: DESIGNED BY: SHEET: 235450 8/8/2022 Z.V. PV-3 BACKFEED FUSE SIZING MAX.CONTINUOUS OUTPUT 25.00A @ 240V 25.00 X 1.25 = 31AMPS 35A FUSES-OK PV SYSTEM 8.000 kW-DC 6.000 kW-AC (E)150A RATED - MAIN SERVICE PANEL 1PH,120/240V 60HZ - (E)UTILITY METER (E)150A/2P - (E)125A RATED MAIN BREAKER MAIN SERVICE PANEL (END FED),CODE I I - CLIENT: 1PH,120/240V60HZ COMPLIANT BREAKER DANIEL WIENER REQUIRED U 26 DENISE COURT,NORTHAMPTON,MA 01060 AHJ:CITY OF NORTHAMPTON(MA) UTILITY:NG-NATIONAL GRID(MA) METER:99089520 A PHONE:(413)687-9416 STRING-1 10 HANWHA WELL:Q.PEAK DUO (E)SOA/2P PV • • BREAKER - • BLK ML-G10♦400 -o o-- SYSTEM: -° o. SYSTEM SIZE(DC):20 X 400=8.000 kW SYSTEM SIZE(AC):6.000 kW @ 240V -SOLAREDGE S440 ° °'" MODULES:20 X HANWHA QCELL:Q.PEAK POWER OPTIMIZERS ° °- DUO BLK ML-G10+400 OPTIMIZERS:20 X SOLAREDGE S440 -2-#10 AWG. ° °' INVERTER:SOLAREDGE SE6000H-USRGM ■ ■ PV WIRE 1-- AU Ale --- GEENERAC VIIALUIL-LSTED AP o- [SI1] TO UTILITY Pi Rll q L (N)SOLAREDGE GENERATOR BURNDY LUG KIT o�o OVERHEAD r SE60 INVERRE -(M(SI1]R 11 (E)50A BREAKER ° FEED _ (N)60A RATED - WITH AUTO AC DISCONNECT (N)60A FUSED .. , TRANSFER STRING-2 ACj AC DISCONNECT EATON DG222URB(OR • • SWITCH 10 HANWHA QCELL:Q.PEAK DUO ^ EQUIVALENT) EATON DG222NRB(ORi i BLK ML-G10+400 Dl _ KNIFEBLADE,LOCKABLE, EQUIVALENT) v NEMA 3R,UL LISTED 2-35 AMP FUSES 1 JUNCTION — o 0.J go I TO EXISTING BOXp - REVISIONS _ _ NO. REVISED BY DATE - 1 Z.V. 8/8/2022 II RAPID , - `_ `C --- 4 - 4-#10 AWG,THWN-2 SHUTDOWN - - - II SWITCH 1-#8 EGC,THWN-2 • - MI MI ~ IN 3/4.OR CONNECT TO EXISTING UFER L - - -- J -LARGER EMT CONDUIT. _ •(/\�\• freedom 3-#8AWG,THWN-2 V FOREVER HW SOLAREDGE S440 - J IN 3/4"OR1-#8 LARGEREGC,TEMTN-2 CONDUIT EXISTING WIRES FREEDOM FOREVER LLC POWER OPTIMIZERS &CONDUIT 2•#10 AWG, WIRE 135 ROBERT TREAT PAINE DR.,TAUNTON, MA 02780 1-#6 AWG IN FREE AIR OR Tel:(800)385-1075 #8 AWG MUST BE IN EMT CONDUIT A TAPBOX MAY BE USED IN LIEU OF PERFORMING THE LINES DE GREG ALBRIGHT TAP IN THE MAIN SERVICE PANEL.THIS IS DEPENDENT UPO SITE CONDITIONS. f •.�I�.. `p .1,-[ - a� CONTRACTOR LICENSE: HOME IMPROVEMENT CONTRACTOR 198080; BUSINESS ELECTRICAL CONTRACTOR LICENSE 902-EL-Al;CONSTRUCTION SUPERVISOR LICENSE CS-111662;MASTER ELECTRICIAN NOTE: 1136 MR CONDUIT AND CONDUCTORS SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT THREE LINE DIAGRAM TO LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS JOB NO: DATE: DESIGNED BY: SHEET: 235450 8/8/2022 Z.V. PV-4 WIRE SCHEDULE CLIENT: DANIEL WIENER STARTING ADJUSTMENT MAXIMUM 26 DENISE COURT,NORTHAMPTON,MA STARTING TEMPERATURE ADJUSTED 01060 AWG CURRENT FACTOR FOR CURRENT AHJ:CITY OF NORTHAMPTON(MA) RACEWAY CONDUCTOR ALLOWABLE CORRECTION CONDUCTOR EQUIPMENT WIRE LOCATION WIRE APPLIED TO MORE THAN 3 APPLIED TO UTILITY:NG-NATIONAL GRID(MA) # QTY. AMPACITY 90°C FACTOR AMPACITY @ METER:99089520 SIZE 310.15(B)(16) CONDUCTORS 310.15(B)(2)(a) CONDUCTORS @90°C 90°C CONDUCTORS PHONE:(413)687-9416 IN RACEWAY 310.15(B)(3)(a) IN RACEWAY 1 DC MODULE TO OPTIMIZER ROOF/FREE-AIR 2 10 40 13.93 1 1 40.00 17.41 2 DC OPTIMIZER TO JUNCTION BOX ROOF/FREE-AIR 2 10 40 15.00 1 1 40.00 18.75 3 DC JUNCTION BOX TO INVERTER INTERIOR WALL 4 10 40 15.00 1 0.8 32.00 18.75 SYSTEM: SYSTEM SIZE(DC):20 X 400=8.000 kW 4 AC INVERTER TO AC DISCONNECT EXTERIOR WALL 3 8 55 25.00 1 1 55.00 31.25 SYSTEM SIZE(AC):6.000 kW @ 240V MODULES:20 X HANWHA WELL:Q.PEAK 5 AC AC DISCONNECT TO FUSED AC DISCONNECT EXTERIOR WALL 3 8 55 25.00 1 1 55.00 31.25 DUO BLK ML-G10+400 OPTIMIZERS:20 X SOLAREDGE S440 7 AC FUSED AC DISCONNECT TO POI EXTERIOR WALL 3 6 75 25.00 1 1 75.00 31.25 INVERTER:SOLAREDGE SE6000H-USRGM [S11] REVISIONS NO. REVISED BY DATE . 1 Z.V. 8/8/2022 - .•. freedom F ORE V E R FREEDOM FOREVER LLC 135 ROBERT TREAT PAINE DR.,TAUNTON, MA 02780 Tel:(800)385-1075 GREG ALBRIGHT - 4 CONTRACTOR LICENSE: • HOME IMPROVEMENT CONTRACTOR 198080; BUSINESS ELECTRICAL CONTRACTOR LICENSE 902-EL-Al;CONSTRUCTION SUPERVISOR LICENSE CS-111662;MASTER ELECTRICIAN 1136 MR CONDUCTOR AMPACITY CALCULATIONS IN ACCORDANCE WITH NEC 690.8. CONDUCTOR CALCULATIONS JOB NO: DATE DESIGNED BY: SHEET: 235450 8/8/2022 Z.V. PV-5 BREAKER SIZES: SERVICE LIST: TRUE MATERIAL LIST: QTY. PART PART# DESCRIPTION 20 MODULES PV-111-400W-2 HANWHA QCELL:Q.PEAK DUO BLK ML-G10+400 20 OPTIMIZERS S440 SOLAREDGE S440 POWER OPTIMIZER-FRAME MOUNTED MODULE ADD-ON 1 JUNCTION BOX 480-276 600VDC NEMA 3R UL LISTED JUNCTION BOX 2 CONNECTORS 240-300 STAUBLI/MULTI-CONTACT MC4 CONNECTORS(FEMALE) 2 CONNECTORS 240-301 STAUBLI/MULTI-CONTACT MC4 CONNECTORS(MALE) 1 INVERTER 120-603 SOLAREDGE SE6000H-USRGM[S11]240V INVERTER UL1741 SA CERTIFIED INTEGRATED ARC FAULT PROTECTION AND RAPID SHUTDOWN 1 AC DISCONNECT 323-061 60A RATED 240VAC NEMA 3R UL LISTED CLIENT: 1 AC DISCONNECT(2ND) 321-060 60A RATED 240VAC NEMA 3R UL LISTED DANIEL WIENER 26 DENISE COURT,NORTHAMPTON,MA 2 FUSES 330-030 30A FUSE 1 PH 240VAC 01060 1 FUSE REDUCER 330-530 30A-60A FUSE REDUCER AHJ:CITY OF NORTHAMPTON(MA) 1 PRODUCTION METER 333-011 EATON B-LINE 011 METER SOCKET 125A 4 JAW 1 PH NEMA 3R FORM 2S TOP FEED UTILITY:NG-NATIONAL GRID(MA) METER:99089520 1 TAP KIT 260-200 BROWN C-TAP PHONE:(413)687-9416 75 ROOF ATTACHMENT 1 261-602 SFM INFINITY\ROCKIT MICRORAIL 15 SFM TRIM 1 241-253 FLASHKIT SFM/ROCK-IT TRIM COMP DARK 38 SFM SLIDER 1 261-603 FLASHKIT SFM/ROCK-IT SLIDER COMP DARK 11 BONDING CLAMP 1 221-100 N/S BONDING CLAMP SYSTEM: 5 BONDING CLAMP 1 241-404 TRIM BONDING CLAMP SYSTEM SIZE(DC):20 X 400=8.000 kW 21 MOUNT ASSEMBLY 1 241-405 MLPE MOUNT ASSY SYSTEM SIZE(AC):6.000 kW 240V MODULES:20 X HANWHA QCELL:Q.PEAK 12 SFM SPLICE 1 261-604 SFM/ROCK-IT SPLICE DUO BLK ML-G10+400 3 SFM ATTACHED SPLICE 1 211-101 ATTACHED SPLICE 8 INCH OPTIMIZERS:20 X SOLAREDGE S440 INVERTER:SOLAREDGE SE6000H-USRGM 17 TRIMRAIL 1 261-606 TRIMRAIL UNIV CLIP W/HDW ISM 5 TRIM SPLICE 1 261-605 TRIM SPLICE DRK A 9 TRIMRAIL 1 211-115 TRIMRAIL UNIV DRK 20 GROUND LUG 1 260-585 ILSCO GROUND LUG 20 TRIM END CAPS 1 221-200 UNIRAC SFM /ROCK-IT TRIM END CAPS MANUFACTURER PART DESCRIPTION Amyl SUM BO%COON REVISIONS MODULES NO. REVISED BY DATE 1 Z.V. 8/9/2022 Hanwha O.Cells Q.PEAK DUO ML-G10+400 1879mm(73.98)x 1045mm(41 14D 20 20 - - '(32mm) - - MOUNTS&L-FEET L2• freedom CJ FOREVER Rocklt 2011013 RI COM SLIDE AL BLK 63 : 63 50FREEDOM FOREVER LLC 135 ROBERT TREAT PAINE DR.,TAUNTON, Rocklt 2011020 RI MOUNT AL BLK 63 63 24 MA 02780 Rocklt 3012020 GF-1 FLASHING GLV BLK 8X10 63 : 63 so Tel:(800)385-1075 GREG ALBRIGHT..Y �� /,1'h f CLAMPS&GROUNDING � , J� Rocklt 2011021 RI COUPLING AL LBK 15 t 15 24 - CONTRACTOR LICENSE: HOME IMPROVEMENT CONTRACTOR 198080; BUSINESS ELECTRICAL CONTRACTOR LICENSE ACCESSORIES 902-EL-A1 CONSTRUCTION SUPERVISOR LICENSE CS-111662,MASTER ELECTRICIAN Rocktt 2099015 Array Skirt,80 in,32mm 9 : 9 8 1136 MR Rocklt N;A Grounding lug(Not Provided By EcoFasten) 4 4 - EQUIPMENT&SERVICE LIST JOB NO: DATE: DESIGNED BY: SHEET: 235450 8/8/2022 Z.V. PV-6 MAIN PHOTOVOLTAIC NOTES: SYSTEM DISCONNECT PV S T • IP . E ' 1. NEC ARTICLES 690 AND 705 AND IRC SECTION R324 690.13(B) ► D SHUTDOWN MARKINGS SHOWN HEREON. �7 2. ALL MARKING SHALL CONSIST OF THE FOLLOWING: DO NOT DISCONNECT WITH R A. UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR UNDER LOAD TURN RAPID MACHINE PRINTED LETTERS OR ELECTRO-PLATING. B. RED BACKGROUND COLOR WHITE TEXT AND LINE NEC 690.15(B)&NEC 690.33(D)(2) SHUTDOWN SWITCH TO WORK. THE "OFF" POSITION TO C. ARIAL FONT. 3. ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN SHUT DOWN PV SYSTEM THE LOCATIONS SPECIFIED. SIGNAGE CANNOT BE SINGLE 120-VOLT SUPPLY HAND-WRITTEN. DO NOT CONNECT AND REDUCE SHOCK 4. SIGNS SHALL BE ATTACHED TO THE SERVICE EQUIPMENT MULTIWIRE BRANCH CIRCUITS HAZARD IN THE ARRAY WITH POP-RIVETS OR SCREWS NEC 710.15(C)&692.9(C) IFC 605.11.3.1 1 &690.56 C PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED PHOTOVOLTAIC NEC 705.12(D)&NEC 690.59 NEC 705.12(D)&NEC 690.59 ARC FLASH AND SHOCK HAZARD TURN OFF PHOTOVOLTAIC PPROwPuRUrTE-PPEREQUIRED DC DISCONNECT COVER """°"`° NEC 690.13(B) AC DISCONNECT PRIOR TO ,uwE, WORKING INSIDE PANEL NEC706.1 (`°,j"°"�wa' MAXIMUM DC VOLTAG E CLIENT: NEC 705.12(C)&NEC 690.59 C 706.15 C AND NEC 110.16 DANIEL WIENER NEC 110.27(C)&OSHA 1910.145(F)(7) 26 DENISE COURT,NORTHAMPTON,MA PHOTOVOLTAIC 01060 AHJ:CITY OF NORTHAMPTON(MA) OF PV SYSTEM UTILITY:NG-NATIONAL GRID(MA) METER:99089520 ELECTRICAL SHOCK HAZARD ► v AC DISCONNECT NEC 690.53 PHONE:(413)687-9416 TERMINALS ON THE LINE AND a. Q LOAD SIDES MAY BE ENERGIZED NEC 690.13(B) IN THE OPEN POSITION 706.15(C)(4)&690.13(B) PHOTOVOLTAIC AC DISCONNECT ELECTRICAL SHOCK HAZARD SYSTEM: TERMINALS ON THE LINE AND SYSTEM SIZE(DC):20 X 400=8.000 kW RATED AC OUTPUT CURRENT: 25.00A LOAD SIDES MAY BE ENERGIZED SYSTEM SIZE(AC):6.000 kW @ 240V 2 IN THE OPEN POSITION MODULES:20 X HANWHA°CELL:O.PEAK d NOMINAL OPERATING AC VOLTAGE: 240V DUO BLK ML-G10+400 THIS EQUIPMENT FED BY DC VOLTAGE IS ALWAYS PRESENT OPTIMIZERS:20 X SOLAREDGE S440 MULTIPLE SOURCES: WHEN SOLAR MODULES INVERTER:SOLAREDGE SE6000H-USRGM NEC 690.54 ARE EXPOSED TO SUNLIGHT TOTAL RATING OF ALL OVERCURRENT (SW DEVICES EXCLUDING MAIN POWER " " • P • - rt 706.15(C)(4)&690.13(B) SUPPLY SHALL NOT EXCEED AVVARNING DUAL POWER SOURCE - _ - AMPACITY OF BUSBAR NEC 705.12(6)(3)(3) •. e s '" ®, • T, p Y..T. - _ „ . .,. j ' ► INVERTER NEC 705.12(D)&NEC 690.59 ► v ARN I • ELECTRICAL SHOCK HAZARD ► ► DC 'J/B TERMINALS ON THE LINE AND THE DISCONNECTION OF THE A SOLAR PV DC CIRCUIT A LOADN THE OPEN POSITION SIDES MAY BE ENERGIZED GROUNDED CONDUCTOR(S) -1---- � REVISIONS MAY RESULT IN OVERVOLTAGE EVERY 10'ON CONDUIT AND ENCLOSURES 706.15(C)(4)&690.13(B) NO. REVISED BY DATE ON THE EQUIPMENT 1 Z.V. 8/8/2022 NEC 690.31(0)(2) NEC 690.31(E) _ PHOTOVOLTAIC POWER SOURCE RAPID SHUTDOWN SWITCH FOR ��" freedom EVERY 10'ON CONDUIT AND ENCLOSURES TURN OFF PHOTOVOLTAIC FOR EVE R SOLAR PV SYSTEM NEC 690.31(D)(2) AC DISCONNECT PRIOR TO FREEDOM FOREVER LLC WORKING INSIDE PANEL 135ROBERT TREAT 18EDR.,TAUNTON, MA0270 690.56(C)(3) MAXIMUM VOLTAGE V NEC 110.27 C &OSHA 1910.145(F)(7) Tel:(800)385-1075 480 O GREG ALBRIGHT MAXIMUM CIRCUIT CURRENT 16.5 A ARRAY I�, MAX DC-DC CONVERTER 15 A , �,N. ira OUTPUT CURRENT CONTRACTOR LICENSE: HOME IMPROVEMENT CONTRACTOR 198080; BUSINESS ELECTRICAL CONTRACTOR LICENSE 902-EL-Al;CONSTRUCTION SUPERVISOR LICENSE CS-111662,MASTER ELECTRICIAN 1136 MR LABELS NEC 690.31(G)(3)&(4) JOB NO: DATE DESIGNED BY: SHEET: 235450 8/8/2022 Z.V. PV-7 CAUTION . POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH CLIENT: DDISCONNECTS AS SHOWN 26 DENNIEL WIENER ENISE COURT,NORTHAMPTON,MA 01060 AHJ:CITY OF NORTHAMPTON(MA) UTILITY:NG-NATIONAL GRID(MA) METER: MAIN SERVICE PANEL PHONE:(4113)6870-9416 AC DISCONNECT UTILITY METER INVERTER EQUIPPED SYSTEM: • •••• SYSTEM SIZE(DC):20 X 400=8.000 kW WITH RAPID SHUTDOWN WI SUBPANEL SYSTEM SIZE(AC):6.000kW 240V MODULES:20 X HANWHA QCELL:Q.PEAK JUNCTION BOX DUO BL 0+400 OPTIMIZERS:ERS:20 X SOLAREDGE S440 INVERTER:SOLAREDGE SE6000H-USRGM 20 PV MODULES [SI1] oktcoy,-- REVISIONS WARNING NO Z.V. REVISED BY DATE 8/8/2022 TURN OFF PHOTOVOLTAIC AC DISCONNECT • - PRTOR TO WORKING-INSIDE PANEL '2 freedoEm VER FREEDOM FOREVER LLC 135 ROBERT TREAT PAINE DR.,TAUNTON, MA 02780 Tel:(800)385-1075 GREG ALBRIGHT NOTES: ��,!��, - 1. NEC ARTICLES 690 AND 705 AND IRC SECTION R324 MARKINGS SHOWN HEREON. R 2. ALL MARKING SHALL CONSIST OF THE FOLLOWING: coOEMEA TNT C CONNICACTRACT HOME IMPROVV EME O OSE:R 198080; A. UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR MACHINE PRINTED LETTERS OR ELECTRO-PLATING. BUSINESS ELECTRICAL CONTRACTOR LICENSE 902-EL-Al;CONSTRUCTION SUPERVISOR B. RED BACKGROUND COLOR WHITE TEXT AND LINE WORK. LICENSE CS-111662,MASTER ELECTRICIAN C. AERIAL FONT. 1136 MR 3. ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN THE LOCATIONS SPECIFIED. SIGNAGE CANNOT BE HAND-WRITTEN. SITE PLACARD 4. SIGNS SHALL BE ATTACHED TO THE SERVICE EQUIPMENT WITH POP-RIVETS OR SCREWS. JOB No: DATE: DESIGNED BY: SHEET: 235450 8/8/2022 Z.V. PV-7A 1 -10 1 1 —20 21 -30 31 -40 41 -50 51 -60 SOLAREDGE OPTIMIZER CHART ( c 1 . ( 2 ( 3 . 26LIENT: •ANIEL WIENER 01 DENISE COURT,NORTHAMPTON,MA 01060 4 AHJ CITY OF NORTHAMPTON(MA) TILITY:NG-NATIONAL GRID(MA) ETER:99089520 •HONE:(413)687-9416 5 , YSTEM: SYSTEM SIZE(DC):20 X 400=8.000 kW SYSTEM SIZE(AC):6.000 kW @ 240V MODULES:20 X HANWHA QCELL:Q.PEAK DUO BLK ML-G10+400 •PTIMIZERS:20 X SOLAREDGE S440 6Illp NVERTER:SOLAREDGE SE6000H-USRGM SI1] 7T g i")i , 1 _ REVISIONS NO. REVISED BY DATE 8 e 1 Z V 8/8/2022 f.2 reedom FOREVER9 ) ) FREEDOM FOREVER LLC 135 ROBERT TREAT PAINE DR.,TAUNTON, J(J(S) MA 02780 Tel:(800)385-1075 1 0 j �GREGALBRIG 10 dtilk k - ���wvvw�" CONTRACTOR LICENSE: HOME IMPROVEMENT CONTRACTOR 198080; BUSINESS ELECTRICAL CONTRACTOR LICENSE 902-EL-At;CONSTRUCTION SUPERVISOR LICENSE CS-111662;MASTER ELECTRICIAN 1136 MR OPTIMIZER CHART • JOB NO: DATE DESIGNED BY: SHEET: 235450 8/8/2022 Z.V. PV-8 SAFETY PLAN ( MARK UP KEY ( Ai • INSTRUCTIONS: OP PERMANENT ANCHOR 1r 1. USE SYMBOLS IN KEY TO MARK UP THIS SHEET. O TEMPORARY ANCHOR 2. SAFETY PLAN MUST BE MARKED BEFORE JOB STARTS AS PART OF THE PRE-PLAN ( 3. DOCUMENT ALL ADDITIONAL HAZARDS ON THIS PAGE IL INSTALLER LADDER & MAKE NOTES ON THE JHA SHEET ( B JUNCTION / COMBINER BOX IN CASE OF EMERGENCY ( S STUB-OUT INJURY HOTLINE ( AIIIIIIIIIVrr41111"' ) X SKYLIGHT (855)400-7233 ( NO LADDER ACCESS (STEEP NEAREST HOSPITAL OR OCCUPATIONAL/INDUSTRIAL CLINIC ) GRADE OR GROUND LEVEL OBSTRUCTIONS) CLIENT: NAME: ) DANIEL WIENER 26 DENISE COURT,NORTHAMPTON,MA RESTRICTED ACCESS 01060 ADDRESS: ( > UTILITY:AHJ:CITY OFNATIONAL^GRID(MA) , CONDUIT PHONEMETER:(413)680 PTON(MA) PHONE:(413)687-9416 SAFETY COACH CONTACT INFORMATION ( j GAS SHUT OFF PP I;_ :: 1111:1 NAME: ( ) ® ( A ) SYSTEM SIZE(DC):20 X 400=8.000 kW PHONE NUMBER: ) e WATER SHUT OFF SYSTEMSYSTEM:SIZE(AC):6.000kW@240V Ilil MODULES:20 X HANWHA QCELL:Q.PEAK DUO BLK ML-G1O+400 ALL EMPLOYEES ON SITE SHALL BE MADE AWARE OF THE OPTIMIZERS:20 X SOLAREDGE S440 SAFETY PLAN AND SIGN INDICATING THAT THEY ARE SERVICE DROP INVERTER:SOLAREDGE SE6000H-USRGM AWARE OF THE HAZARDS ON-SITE AND THE PLAN FOR ( ) OZ POWER LINES WORKING SAFELY. NAME SIGNATURE BREAK AND WATER LOG REVISIONS NO. REVISEDSEDBY DATE ' 1 Z.V. 8/8/2022 THIS LOG IS TO BE FILLED OUT ANY TIME THE TEMP EXCEEDS 90 DEGREES.THE CREW LEAD AND ROOF LEAD ARE RESPONSIBLE FOR ENSURING THIS IS - - - COMPLETED AND UPLOADED AT THE END OF EVERYDAY WHEN TEMPS EXCEED 90 DEGREES - - NAME 0800HRS 0900HRS 1000HRS 1100HRS 1200HRS 1300HRS 1400HRS 1500HRS 1600HRS ( freedom F O R E V E R FREEDOM FOREVER LLC 135 ROBERT TREAT PAINE DR.,TAUNTON, MA 02780 • Tel:(800)385-1075 GREG ALBRIGHT _ . , J(I CONTRACTOR LICENSE: HOME IMPROVEMENT CONTRACTOR 198080; • • I BUSINESS ELECTRICAL CONTRACTOR LICENSE 902-EL-Al;CONSTRUCTION SUPERVISOR LICENSE CS-111662,MASTER ELECTRICIAN . 1136 MR DATE: TIME: SAFETY PLAN JOB NO: DATE: DESIGNED BY: SHEET: 235450 8/8/2022 Z.V. PV-9 JOB HAZARD ANALYSIS Crew leader to fill out all sections below, hold a pre-job safety meeting with all personnel, and upload this completed document and the Safety Plan to Site Capture Ladder Access • Crew leader responsible for communication with the client: Heat Related Illness Prevention NOTE ADDITIONAL HAZARDS NOT ADDRESSED ABOVE • Ladders must be inspected before each use. Employees shall have access to potable drinking water that is (add as many as necessary by using additional sheets) • Extension ladders must be set up on a firm and level surface at • Client and public is excluded from work area by barricades(N/A, fresh, pure, and suitably cool.The water shall be located as a 4-to-1 rise to run angle(or 75 degrees)and the top must be Yes, No): _ . close as practicable to the areas where employees are working. Define the Hazard: Method/steps to prevent incident: secured to the structure. Extension style ladders placed on Water shall be supplied in sufficient quantity at the beginning of uneven, loose or slippery surfaces must additionally have the Training and Pre-Job Safety Briefing the work shift to provide at least one quart per employee per base firmly anchored or lashed so the base will not slip out. • All employees onsite shall be made aware of the specific hazards hour for drinking for the entire shift. Employees may begin the • Extension ladders must be used with walk-through devices or of this project and review this HJA during a pre-job briefing, and shift with smaller quantities of water if they identify the location Define the Hazard: Method/steps to prevent incident: the ladder must extend 36"above the stepping off point. their signature indicates awareness of site conditions and the and have effective means for replenishment during the shift to • A-frame ladders must only be climbed with the ladder spreader plan to eliminate any hazards identified prior to and during the allow employees to drink on quart or more per hour.The bars locked in the open position;A-frame ladders shall not be project. frequent drinking of water shall be encouraged. climbed while in the closed position(ex,closed and used while • Shade shall be present when temperature exceeds 80 degrees leaned against a structure). • Crew leader(name/title): Fahrenheit.When the outdoor temperature in the work exceeds Define the Hazard: Method/steps to prevent incident: • Additional notes: 80 degrees Fahrenheit, employees shall have and maintain one • Crew member(name/title): or more areas with shade at all times. Mobile Equipment • New employees must be acclimatized. New employees will be • Only Qualified operators will operate equipment; operators must • Crew member(name/title): monitored by their Crew Leader(site supervisor)for the first two maintain a certification on their person for the equipment being (2)weeks of employment or longer when necessary. Define the Hazard: Method/steps to prevent incident: operated. • Crew member(name/title): • Employees will be allowed and encouraged to implement • Type(s)of mobile equipment(Type/Make/Model): scheduled breaks during each shift.Employees must take • Crew member(name/title): cool-down breaks in the shade any time they feel the need to do • Qualified operator(s): so to protect them from overheating.Supervisors are • Crew member(name/title): REQUIRED to allow employees any break period they need Material Handlingand Storage duringhigh heat conditions. CLIENT: q 9 CANINE WIENER • Materials will be staged/stored in a way that does not present a Airborne Contaminants: • Cool Vests are encouraged for all employees at all times during 26 DENISE COURT,NORTHAMPTON,MA hazard to client, personnel or public. Materials stored on the • Asbestos-containing(Transite)piping (ACP)-Do not disturb periods of high heat. 01060 roof will be physically protect from failingor slidingoff. (move,drill, cut fracture,etc.) • Identifythe location of the closet Occupational/Industrial Clinic UTIL CITY OF NORTHAMPTON GRID(MA) P Y Y P UTILITY:NG-NATIONAL GRID(MA) • Asbestos-containing thermal insulation(ACI)and or Hospital in case a crew member becomes ill. METER:99089520 Fall Protection Asbestos-containing duct wrapping (ACW)-do not disturb, no PHONE:(413)687-9416 • A site-specific plan for fall prevention and protection is required attic or crawlspace access is allowed if work to be performed What is the specific plan to provide and replenish sufficient water for prior to starting work and must remain onsite at all times until could cause exposure to personnel, client or public. all employees on site? work is complete; a fall rescue plan must be outlined and • If offsite replenish is necessary,where will you go to replenish discussed among the crew prior to work start. • If yes, list specific tasks and protection in place: water(location/address): SYSTEM: SYSTEM SIZE(DC):20 X 400=8.000 kW • First-person-Up(FPU)must install their anchor and connect SYSTEM SIZE(AC):6.000 kW @ 240V before any other task, including installing other anchors.The • Who will replenish the drinking water(name): MODULES:20 X HANWHA()CELL:().PEAK DUO BLK ML-G10+400 Last-Person-Down (LPD)must be the only person on a roof OPTIMIZERS:20 X SOLAREDGE S440 uninstalling fall protection. INVERTER:SOLAREDGE SE6000H-USRGM • FPCP(name and title): Restroom facilities [sll] • Employees shall have access to restroom facilities with • FPU and LPD(name and title): hand-washing stations. Use of onsite restroom is at the client's discretion(location is annotated below). If client does not give Electrical Safety permission, location of suitable restroom facilities with • The Electrical Qualified Person (EQP)is required onsite to hand-washing stations offsite will be provided.The onsite perform electrical work. supervisor will identify location and make arrangements to • All electrical work will be performed with equipment in an ensure all employees have access at any point. electrically safe condition (de-energized)unless approval has • Restroom facilities will be(circle one): Onsite-Offsite REVISIONS NO. REVISED BY DATE been granted prior to work. Weather and Environment • If Offsite, add location name and address: 1 -Z.V. 8/8/2022 • Service drops and overhead electrical hazards will be indentified • The site supervisor shall forecast the weather conditions at the . . and protected from contact,as neccessary. job site, prior to crew arrival, in order to mitigate any hazards Incident Reporting Procedure - - • EQP(name and tile): associated with inclement weather(heat,cold,wind, rain,etc.) • Contact your Site Supervisor � • The site supervisor will utilized a portable wind meter Name: freedom Public Protection (anemometer)to verify actual onsite wind conditions, by checking • E O R E E R • The safety of the Client and Public must be maintained at all at the ground and on any elevated work surface(ex, rooftop) Phone: FREEDOM FOREVER LLC times. prior to work start,at midday and prior to solar panel staging on a 135 ROBERT TREAT PAINE DR.,TAUNTON, MA 02780 • The Client and the Public shall be prevented from entering the roof. • Contact your Manager Tel:(800)385-1075 work zone through the use of barriers and/or signage,as • Elevated work involving the moving or maneuvering of solar Name: GREG ALBRIGHT required. panels shall cease at 25mph (sustained wind)until wind ilk k• Company, Client and Public property shall be protected from subsides. Phone: III'„piU'^ hi falling objects. • Forecasted weather maximum temp(degrees f): / • Pets(including dogs)shall be secured by their owners prior to • Contact your Site Supervisor CONTRACTOR LICENSE: Work Start. Name: HOME IMPROVEMENT CONTRACTOR 198080; BUSINESS ELECTRICAL CONTRACTOR LICENSE • The Client should not leave pets,family members, or others in 902-EL-Al;CONSTRUCTION SUPERVISOR charge or care of Employees,Contractors,or Temporary Phone: LICENSE CS-11166, MR MASTER ELECTRICIAN . Workers. With:Your full name, phone number, office location, brief description SAFETY PLAN , of what happen and when. JOB NO: DATE DESIGNED BY: SHEET: 235450 8/8/2022 Z.V. PV-10 powered by MECHANICAL SPECIFICATION Q.ANTUM /Duo/© Format 74.0inx41.1ina1.26in(including frame) �- (1879 mm x 1045 mm x 32 mm) -'10 0137114441 �- 42ri1088"t - . sse-MSS ���,,,.. -^-"'"" _ Weight 48.51bs(22.0kg) v .� ,e 2-(v5o 41 " ,,.....+"� I Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass with .... r t I anti-reflection technology 4"om°44wpO°.•.om.(4sm^, rnm_ ��R r,,,,e....-•�"'°' i, i 1' \ \ ] Back Cover Composite film 50.:"(5s444) Frame Black anodized aluminum .t i Cell 6 a 22 monocrystalline O.ANTUM solar half cells t Junction Box 2.09-3.98 in x 1.26-2.36in x 0.59-0.71in (53-101mm a 32-60mm x 15-18mm),IP67,with bypass diodes 402-0H50m°a I:*--E.mounting Soft PETAL/0 }- [ t i ] 1]' Cable 4 mm2 Solar cable;(+)e 49.2 in(1250 mm),(-)>-49.2 in(1250 mm) I " 640Ymg4 M1.• 111 Connector Staubli MC4;IP68 + 4l • - i. +{ 1]6"i328,I DETYLA o.ar ps,r.,q 0.92-(MSmm)I HIe3Yt55 mm) Q• PEAK DUO B L K NIL-G10 ELECTRICAL CHARACTERISTICS POWER CLASS 385 390 395 4 R 405 385-405 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS.STC'(POWER TOLERANCE+5 W/-O W) Power at MPP' P4,,, [W] 385 390 395 400 405 ENDURING HIGH Short Circuit Current Ise (Al 11.04 11.07 11.10 11.14 11.17 E Open Circuit Voltage' V, [V] 45.19 45.23 45.27 45.30 45.34 PERFORMANCE lmomm.YR EUPD RESEARCH 0 c Current at MPP v,. [A] 10.59 10s5 10.71 10.77 10.83 25A1 • TOP BRAND PV Voltage at MPP V„,..,, [V] 36.36 36.62 36.88 37.13 37.39 mooutEs ` Efficiency' n [%] z19.6 z19.9 a20.1 a20.4 a20.6 EUROPE MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS.NMOT' 021 Warranty Q CELLS Power at MPP Pv., [W] 288.8 292.6 296.3 300.1 303.8 maw Yield Security E Short Circuit Current Isc [A] 8.90 8.92 8.95 8.97 9.00 a Open Circuit Voltage Voc [V] 42.62 42.65 42.69 42.72 42.76 n BREAKING THE 20%EFFICIENCY BARRIER Current at MPP Ix,. [A] 8.35 8.41 8.46 8.51 8.57 I 1 1 I Q.ANTUM DUO Z Technology with zero gap cell layout Voltage at MPP V,,,_ [V] 34.59 34.81 35.03 35.25 35.46 I boosts module efficiency up to 20.9%. 'Measurement tolerances Pm,t3%;Isc;V,±5%at STC:1000 W/m',25±2°C.AM 1.5 according to IEC 60904-3.2800 W/m2,NMOT.spectrum AM 1.5 Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE THE MOST THOROUGH TESTING PROGRAMME IN THE INDUSTRY •.. , cti? At least 98%of nominal power during _ Q CELLS is the first solar module manufacturer to pass the most comprehen- W i " -`°'° °� '""""" first year.Thereafter max.0.5% 1; ° w Q sive quality programme in the industry:The new"Quality Controlled PV"of E o a degradation per year.At least 93.5% �✓v of nominal power up toyears.At ,Li.'see the independent certification institute TUV Rheinland. >z east 86%of nominal power er up to w 25years.°z 5 c' a---r ,- ,- r '' INNOVATIVE ALL-WEATHER TECHNOLOGY a : All data within measurement toleranc- 0 I?: Optimal yields,whatever the weather with excellent es.Full warranties in accordance with '0200 the warranty terms of the O CELLS SW .00 AN n'I 4 low-light and temperature behavior. o s sales organisation of your respective IRRADIANCE IWim'] o u a. country. YEaes Typical module performance under low irradiance conditions in L.??ENDURING HIGH PERFORMANCE ".�4,1 `P` "� "�m comparison to STC conditions(25°C,1000W/m') 8.),.c: Long-term yield security with Anti LID Technology,Anti PID TEMPERATURE COEFFICIENTS o Technology',Hot-Spot Protect and Traceable Quality Tra.QTM. Temperature Coefficient of Is a [%/K] +0.04 Temperature Coefficient of Vo [%/K] -0.27 P m Temperature Coefficient of P,,,,, y [%/K] -0.34 Nominal Module Operating Temperature NMOT [°F] 109±5.4(43±3°C) m EXTREME WEATHER RATING o (11 High-tech aluminum alloy frame,certified for PROPERTIES FOR SYSTEM DESIGN a high snow(5400 Pa)and wind loads(4000 Pa). Maximum System Voltage Vs" [V] 1000(IEC)/1000(UL) PV module classification Class I o Maximum Series Fuse Rating [A DC] 20 Fire Rating based on ANSI/UL 61730 TYPE 2 9 A RELIABLE INVESTMENT v Max.Design Load,Push/Pull' [Ibs/ft'] 75(3600 Pa)/55(2660Pa) Permitted Module Temperature -40°Fupto+185°F C ���7„(/ Inclusive 25-year product warranty and 25-year s on Continuous Duty (-40°C up to-85°C) 0 �% Max.Test Load,Push/Pull' [Ibs/ft] 113(5400Pe)/84(4000Pa) linear perforcnanCP warranty' 'See Installation Manual 6MMAR 12 ausaAR APT test conditions according to IEC/TS 62804-1:2015,method A(-1500V,96h) QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION CELL TECHNOLOGY CELL TECHNOLOGY 'See data sheet on rear for further information. UL 61730,CE"compliant. U 53' Quality Controlled PV-TUV Rheinland, U lit I4a f2I n IEC 61215:2016,IEC 61730:2016, PTHE IDEAL SOLUTION FOR: U.S.Parent No s,es3,215(Bolmcelts). C E Horizontal 76.4in 43.3in 48.Oin 1656Ibs 24 24 32 OCPV Certification ongoing. Cu ,.e US ` �_J packaging 1940mm 1100mm 1220mm 751 kg pallets pallets modules W Rooftop arrays on uienoo b„�� N AI, residential buildings Not*:installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product Q CEIS 0C Spe 0 CELLS Engineered in Germany Hanwha America Inc. c um Drive,Suite 1400,Irvine,CA 92618,USA 1 TEL+1 949 748 59 96 1 EMAIL inquiry@us.q-cells.com I WEB www.q-cells us / Power Optimizer For North America P Optimizer O S440, S500 S440 5500 Unit For North America INPUT gateo Input DC Power 440 6 500 W Absolute Maximum Input Voltage(Va) 60 Vdc S440 S 5 OO MPPT Operating Range 8 60 Vdc r Maximum Short Circuit Current(1st)of Connected PV Module 14.5 ( 15 Adc Maximum Efficiency - - 99.5 % Weighted Efficiency 98.6 % Overvoltage Category II / 25 Q OUTPUT DURING OPERATION Maximum Output Current 15 Adc YEAR ) Maximum Output Voltage 60 Vdc WARRANTY , "D OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) �__ Safety Output Voltage per Power Optimizer I1+/-0.1 I Vdc STANDARD COMPLIANCE Photovoltaic Rapid Shutdown System NEC 2014,2017&2020 EMC I FCC Part'5 Class 8,IEC610 00-6-2,IEC61000-6-3 Safety IECCO'09•1(class II safety),UL1741 Material UL94 V-0,UVs Resistant RoHS Yes Fire Safety VDE-AR-E 2100-712 2 013-OS INSTALLATION SPECIFICATIONS N Maximum Allowed System Voltage 1000 Vdc Dimensions(WxLxH) 129x153x30/5,07x6.02x1.18 mm/in Weight(including cables) 655/1.5 gr/lb Input Connector MC4, Input Wire Length 0.1/0.32 re/ft Output Connector MC4 Output Wire Length (+)2.3,(-)0.10/(+)7.54,(-)0.32 m/ft Operating Temperature Rang to+85 'C Protection Rating IP68/Type6B Relative Humidity 0-100 % (1)Rated power of Me module at sic will not exceed the power optimizer Rated Input DC Power.Modules with so to*5%power tolerance are allowed (2)For other connector types please contact SolarEoge • (3)For ambient temperature above-70°C/-158°F power de-rating is applied.Refer to Powe•Optimizers Temperature De-Ra:inq Technical Note'or more details PV System Design Using a SolarEdge Single Phase Three Phase for 208V Three Phase for Inverter HD-Wave grid 277/480V grid PV power optimization at the module level Minimum String Length 5440,S500 8 -4 • 18 (Power Optimizers) _ Maximum String Length(Power Optimizers) 23 _ 50th / Specifically designed to work with SolarEdge / Faster installations with simplified cable management Maximum Nominal Power per string 5700(6000 with 5E7500-us-SE11400-U( 6000 12750 W residential inverters and easy assembly using a single bolt Maximum Allowed Connected Power per String One String 7200W (Permitted only when the difference in connected power aetween Refer to Footnote 5 - - . 15,000W strings is 1,000W or less) Two strings or more 7800W / Detects abnormal PV connector behavior, / Flexible system design for maximum space utilization Parallel Strings of Different Lengths orOrientations Y preventing potential safetyissues* (4)Astring with more than 30 optimizers does not meet NEC rapid shutdown requirements:safety voltage will be above the 30V requirement P g (5)If the inverters rated AC powers maximum nominal power per string,then the maximum power per string will be able to reach up to the inverters maximum input DC power.Refer to:https://www.solaredge corn/ sites/default/fi es/se-power-optimizer-single-string-design-application-note.pd° / Compatible with bifacial PV modules (6)It is not allowed to mix 5 series and P series Power Optimizersir new installations / Module-level voltage shutdown for installer and • • firefighter safety / Meets NEC requirements for arc fault protection(AFCI) a and Photovoltaic Rapid Shutdown System(PVRSS) oi` • �at� / Superior efficiency(99.5%) \\1 r Q of`' '" _ 1. / Mitigates all types of module mismatch loss, / �i a r from manufacturing tolerance to partial shading y; ' II_ 1.r� cv,a ar, .v '� 11a : O 72 so le -.:� €t:, solaredge.com solar • • ! d (��/0����,����//�{ ®SolarEdge Technologies,Inc All rights reserved.SOLAREDGE.the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies gills Ro H S Inc All other trademarks mentioned herein are trademarks of their respective owners.Date Febnarya 2022 DS-000018-NA Subject to change witnout notice. ...��.s��� Intertek . / Single Phase Inverter F--i with H D-Wave Technology for North America SinglPhase Inverter zSE3000H-US / SE3800H-US / SE5000H-US / SE6000H-US/ eSE7600H-US / SE10000H-US / SE11400H-US WithI-I D -Wave le c h ii 0 I 0 < OUTPUT SE3000H-US SE3800H-US SE5000H-US SE6000H-US SE7600H-US SE10000H-US SE11400H-US m Rated AC Power Output 3000 3800 @ 240V 3300 @ 208V 5000 6000 @ 240V 5000 @ 208V 7600 10000 11400 @ 240V VA 10000 @ 208V for North America70_1 p 3800 @ 240V 6000 @ 240V 11400 @ 240V Maximum AC Power Out ut 3000 5000 7600 10000 VA SE3000H-US / SE3800H-US / SE5000H-US / SE6000H-US / 3300 @ 208V 5000 @ 208V 10000 @ 208V AC OutputVohageMin.-Nom-Max Vac (2,1-240-264) AC Output Voltage Min.-Nom.-Max. SE7600H-US / SE10000H-US / SE11400H-US (183-208 229)g Vac 12-2 5 m AC Frequency(Nominal) 59.3-60-60.5' Hz 713 Maximum Continuous Output Current 12.5- 16 21 25 32 i 42 47.5 A YEAR Conti ® solar ^' WARRANTY Maximum Continuous Output Current @208V 16 I 24 i 48.5 i A GFDI Threshold 1 A O solar3lL ,.!`91) O Utility Monitoring,'standing Protection, Yes Country Configurable Thresholds INPUT O 9 Maximum DC Power @240V 4650 5900 7750 9300 11800 15500 17650 W Maximum DC Power @208V - 5100 - 7750 - - 15500 W ® Transformer-less,Ungrounded Yes e"' '. Maximum Input Voltage 480 Vdc ! Nominal DC Input Voltage 380 400 Vdc • Maximum Input Current @240V" 8.5 10.5 13.5 16.5 20 1 27 30.5 Adc i• o 0 0 t Maximum Input Current @208Vz - 9 - 135 - 1 - 27 Adc Max.Input Short Circuit Current 45 Adc • 0 i Reverse-Polarity Protection Yes q Ground fault Isolation Detection 600ku Sensitivity O AO 0 Maximum Inverter Efficiency 99 99.2 99 @ 240V t CEC Weighted Efficiency 99 l % - 98.5 @ 208V O 0 0 ei Nighttime Power Consumption <2.5 W Tr — ` mr yr ADDITIONAL FEATURES Supported Communication Interfaces RS485,Ethernet,ZigBee(optional),Cellular(optional) Revenue Grade Data,ANSI C12.20 Optional13' Rapid Shutdown-NEC 2014 and Automatic Rapid Shutdown upon AC Grid Disconnect Optimized2017 690.12 installation with HD-Wave technologySTANDARD STANNDD ARD COMPLIANCE Safety UL1741,UL1741 SA,UL1699B,CSA C22.2,Canadian AFC'according to T.I.L.M-07 / Specifically designed to work with / Extremely small Grid Connection Standards IEEE1547,Rule 21,Rule 14(HI) power optimizers Emissions FCC Part 15 Class B INSTALLATION SPECIFICATIONS / Record—breaking efficiency / Built-in module-level monitoring _ AC Output Conduit Size/AWG Range 1"Maximum/14-6AWG — ir kdavrnun/ta-4AWG l DC Input Conduit Size I#of Strings/ 1•Maximum/1-2 strings/14-6 AWG 1 P Maximum/1-3 strings/14-6 AWG / Fixed voltage inverter for longer strings / Outdoor and indoor installation AWG Range Dimensions with Safety Switch i17.7 x 14.6 x 6.8/450 x 370 x 174 21.3 x 14.6 x 7.3/540 x 370 x 185 n! (HxWxD) mm / Integrated arc fault protection and rapid shutdown for / Optional: Revenue grade data, ANSI C12.20 Weight with Safety Switch 22/10 25.1/11.4 1 26.2/11.9 38.8/17.6 lb/kg NEC 2014 and 2017, per article 690.11 and 690.12 Class 0.5 (0.5%accuracy) Noise <25 1 <50 cIBA Cooling Natural Convection / UL1741 SA certified, for CPUC Rule 21 grid Operating Temperature Range -13to+140/-25to+60"'(-40-F/-40-Coption)' `F/`C compliance Protection Rating NEMA 4X(Inverter with Safety Switch) 'For other regional settings please contact SolarEdge support A higher current source may be used;the inverter writ Emit its input current to the cakes Rated solar OI 'Revenuer power grade inverter inf rma Sion refer to I x)NNC2 `For i ver information P/N.h El refer US OONN/wvnvsolareriye.rom/sites/default/files/se-temperature-deratiny-ncrte-na pelf seta red g e.co m -40 version P/N.SExxxxH-USOOONNU4 C SoterEdge Technologies Inc.All nghts reserved.SOLAREDGE.the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies.Inc.All RoHS other trademarks mentioned herein are trademarks of their respective owners.Date:032019NOI/ENG RAM.Subject to change without notice. ©2016 Eaton. All rights reserved. pe.eaton.com Eaton general duty cartridge fuse safety switch DG222NRB ° o' UPC:782113144221 Dimensions: • Height: 14.37 IN • Length: 7.35 IN • Width: 8.4 IN Weight:10 LB Notes:Maximum hp ratings apply only when dual element fuses are used. 3-Phase hp rating shown is a grounded B phase rating, UL listed. Warranties: • Eaton Selling Policy 25-000, one (1)year from the date of installation of the Product or eighteen (18) months from the date of shipment of the Product, whichever occurs first. Specifications: • Type: General duty, cartridge fused • Amperage Rating: 60A • Enclosure: NEMA 3R • Enclosure Material: Painted galvanized steel • Fuse Class Provision: Class H fuses • Fuse Configuration: Fusible with neutral • Number Of Poles: Two-pole • Number Of Wires: Three-wire • Product Category: General duty safety switch • Voltage Rating: 240V Supporting documents: • Eatons Volume 2-Commercial Distribution • Eaton Specification Sheet- DG222NRB Certifications: • UL Listed Product compliance: No Data ©2016 Eaton. All rights reserved. pe.eaton.com Eaton general duty non-fusible safety switch DG222URB UPC:782113144238 Dimensions: • Height: 14.38 IN • Length: 7.38 IN • Width: 8.69 IN Weight:9 LB Notes:WARNING! Switch is not approved for service entrance unless a neutral kit is installed. Warranties: • Eaton Selling Policy 25-000, one (1)year from the date of installation of the Product or eighteen (18) months from the date of shipment of the Product, whichever occurs first. Specifications: • Type: Non-fusible, single-throw • Amperage Rating: 60A • Enclosure: NEMA 3R, Rainproof • Enclosure Material: Painted galvanized steel • Fuse Configuration: Non-fusible • Number Of Poles: Two-pole • Number Of Wires: Two-wire • Product Category: General duty safety switch • Voltage Rating: 240V Supporting documents: • Eatons Volume 2-Commercial Distribution • Eaton Specification Sheet - DG222URB Certifications: • UL Listed Product compliance: No Data Single Meter Sockets Without Bypass Single Meter Sockets Without Bypass 100 Amp Self-Contained 100 Amp Self-Contained Application • Single meter position - D .---0w • D ►- W - - D -- -w • Designed to receive watthour meters that meet ANSI C 12.10 • Surface or semi-flush mounting :f n'.'- , I- • Overhead or underground feed E Az O 4- - • Construction 0• Oe 00 00 • \ • Type 3R construction - - G (/1 • Snap type sealing ring included G �' *' •1j • • 5thjawprovision at nine o'clock-011 series only x 11 rF cQ_ Y x U • Ring style 0 0 x 0 Standards qj ,, O O `0 Aj Na i' •, _ • UL 414 listed, complies with ANSI C12.7 r O O 0 CD ., - Finish O O O AZ AZ 1 CO.l 0° °0 N e - • ANSI 61 gray acrylic electrocoat finish AB Fig. 2 ABq\ In 0 CFig. C) 0 Accessories 1 4 9 4 AZ X CD m .1-' • 5th jaw kit—catalog#50365 Fig- 3 AB N - • Screw type sealing ring—catalog#25016D (included with MS73 4 \ N > catalog numbers) 1 o,1 • Steel and clear lexan covers for socket opening • AW hubs f--D ►• w---.1 ..-D .. w 1 f4T Overhead—Surface Mount CONDUCTOR LUG RANGE DIMENSIONS(INCHES) O CATAI OG AIC AMPACITY SERVICE NUMBER HUB PHASE CONDUCTOR NEUTRAL FIGURE HEIGHT WIDTH DEPTH NUMBER RATING MAX. CUNT. VOLTAGE TAPE OF JAWS PROV. LINE/LOAD CONDUCTOR NUMBER (H) (A1) (D) 0 0 - 011 t 150 125 600 10 3W 4 AW 14 AWG-2/0 AWG 14 AWG-2/0 AWG Fig 1 12 8 4 TA 0• 0• 011MS73 t 150 125 600 10 3W 4 AW 14 AWG-2/0 AWG 14 AWG-2/0 AWG Fig 1 12 8 4 15 927 t 150 125 600 30 4W 7 AW 14 AWG-1/0 AWG 14 AWG-2/0 AWG Fig.3 1/ 8 44 I ; I - Overhead-Flush Mount O 0-0 e I CONDUCTOR LUG RANGE DIMENSIONS(INCHES) CATPIOG AIC AMPACITY SERVICE NUMBER HUB PHASE CONDUCTOR NEUTRAL FIGURE HEIGHT WIDTH DEPTH NUT,aER RATING MAX. CONT. VOLTAGE TYPE OF JAWS PROV. LINE/LOAD CONDUCTOR NUMBER (H) NO (D) SN O 0 O 00 AZ O 011F t 150 125 600 10 3W 4 NONE 14 AWG-2/0 AWG 14 AWG-2/0 AWG Fig 2,6 12 8 4 06 Fig_ 6 011SF t 150 125 600 10 3W 4 NONE 14 AWG-2/O AWG 14 AWG-2/O AWG FIg.2,7 12 8 4 46 § AZ L Fig. 5 AB 927F t 125 100 600 30 4W 1 NONE 14 AWG-1/0 AWG 14 AWG-2/0 AWG Fig 4 17 8 4 5, s\ 2 Vis . ►r 5 3.ele.--si Fig. 4 AB Li-4--.— Underground—Surface Mount - Ir-4-+ CONDUCTOR LUG RANGE DIMENSIONS(INCHES) CATALOG AIC AMPACITY VOLTAGE SERVICE NUMBER HUB PHASE CONDUCTOR NEUTRAL FIGURE HEIGHT WIDTH DEPTH NDNIBER RATING MAX. CONT. TYPE OF JAWS PROV. LINE/LOAD CONDUCTOR NUMBER (H) (W) (D) U011 t 150 125 60C 0 311i C NONE 14 AWG-2/0 AWG 14 AWG-2/0 AWG Fg 5 12 12 4=A r3V2 t=Meter sockets shown on this page have certain short circuit current ratings when used in conformance with the tables on page 8. _ Knockouts — Conduit Sizes IAB=½' AZ 2 HA =AW HUB Fig. 7 / • 2 B-Line Data subject to change without notice.Consult local utility for area acceptance.All dimensions in inches. Data subject to change without notice.Consult local utility for area acceptance. Al!dimensions in inches. COOPER B-Line aOD EcoFasten 0 o a RACK For Installers. By Installers. COUPLING The fast installing Rocklt Coupling oilliallillillP easily attaches to the module frame to bridge the gaps between modules. _.�rrfll_ SKIRT The sleek black Skirt installs first and acts as an alignment guide for the entire array. The Skirt End Cap does double duty as a _1T_ .a skirt coupling device and an aesthetically- pleasing finishing touch. I • i/!` • ROCKIT MOUNT Featuring integrated bonding pins, the Rocklt Mount connects to the Slide and can easily be Aa C = positioned for fast installation. Features top- down leveling. COMPLETE RAIL-LESS RACKING SYSTEM The Rocklt system is the industry's premier rail-less PV racking system for composition shingle, tile, and frill° 11 . metal roofs. Designed in conjunction with the needs of , Composition Shingle, installers, Rocklt quickly & easily installs with a single tool. Tile,Metal ROOF TYPE Featuring an easy-to-position alignment slide and a top- - down leveling system, Rocklt is logistically intelligent with no need to ship or transport long rails. Components are am�� :::: Rail-Less available in a black finish that complements both commercial and residential applications. Conforms to UL 2703. RACKING FEATURES & BENEFITS Structural-Attach • Patented watertight technology Direct-Attach • Fully integrated bonding ATTACHMENT `, • Top-down leveling system ROCKIT SLIDE • North-South adjustability 41 Available in three variations, the Rocklt • Single tool install --��� Slide allows installation on composit411i ion WATER shingle, tile, and metal roofs. STREAMLINED INSTALLATION WITH -410 TIGHT TC CE` /f FRAME M L P E MOUNT ��`•/ MINIMAL ROOF PENETRATIONS � � � Attaches and fully bonds MLPE's (Module Level Power Electronics)to the module frame with a single bolt clip. # j ECOFASTENSOLAR.COM Pzs structural ENGINEERS July 5, 2022 EcoFasten Solar LLC 4141 W Van Buren St,Ste 2 Phoenix,AZ 85009 TEL:(877)859-3947 Attn.: Eco Fasten Solar LLC-Engineering Department Re: Report#2015-05884HG.07.01—EcoFasten- Rocklt System for Gable and Hip Roofs Subject: Engineering Certification for the State of Massachusetts PZSE, Inc.—Structural Engineers has provided engineering and span tables for the EcoFasten-Rocklt System,as presented in PZSE Report#2015-05884HG.07.01, "Engineering Certification for the EcoFasten- Rocklt System for Gable and Hip Roofs". All information,data,and analysis therein are based on,and comply with,the following building codes and typical specifications: Building Codes: 1. ASCE/SEI 7-10&7-16 Minimum Design Loads for Buildings and Other Structures, by American Society of Civil Engineers 2. 2012, 2015,&2018 International Building Code 3. 2012, 2015,&2018 International Residential Code 4. AC428,Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV)Panels, November 1,2012 by ICC-ES 5. Aluminum Design Manual 2010&2018, by The Aluminum Association,Inc. 6. ANSI/AWC NDS-2015&2018, National Design Specification for Wood Construction,by the American Wood Council Design Criteria: Risk Category II Seismic Design Category=A- E Exposure Category= B, C& D Basic Wind Speed (ultimate)per ASCE 7-16=90 mph to 180 mph Ground Snow Load=0 to 60(psf) DIGITALLY SEALED This letter certifies that the loading criteria and design basis for the ASH OF't,t,Si, EcoFasten-Rocklt System Span Tables are • PAUL K. G in compliance with the above codes. ZACHER m TRUCTURAL y6 O. If you have any questions on the above,do not hesitate to call. POc �/s \�,�� FSS/ONALe*) Prepared by: PZSE, Inc.—Structural Engineers Roseville,CA 1478 Stone Point Drive,Suite 190, Roseville,CA 95661 T 916.961.3960 F 916.961.3965 W www.pzse.com Experience I Integrity I Empowerment