The URL can be used to link to this page

25C-065 (7) BP-2022-0928 280 BRIDGE ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 25C-065-001 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-2022-0928 PERMISSION IS HEREBY GRANTED TO: Project# 2022 SOLAR Contractor: License: Est. Cost: 15140 FREEDOM FOREVER MASS LLC 116415 Const.Class: Exp.Date:04/01/2025 Use Group: Owner: CHEN KUNG HUAN Lot Size (sq.ft.) Zoning: URB Applicant: FREEDOM FOREVER MASS Applicant Address Phone: Insurance: 68 GOLD ST 413-335-2851 WCC334024A AGAWAM, MA 01001 ISSUED ON:08/05/2022 TO PERFORM THE FOLLOWING WORK: INSTALL 17 PANEL 5.0 KW ROOF MOUNTED SOLAR SYSTEM WITH STRUCTURAL MODIFICATION (BROKEN RAFTER) 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: ` JI X1 '1 • Fees Paid: $75.00 2 l2 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner aa, iw.da,! • / T400 ` 4 4'Qa2 The CommonWealtlf 6f'Massachusetts twt, Board of Building Regulations and Sta ds / , FOR Massachusetts State Building Code,780; i, —/ MUNICIPALITY k7ti� USE Building Permit Application To Construct, Repair, Renovate-Or Demolish a Revised Mar 2011 One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: — A a • 9a Date Applied: K`•vt� CZac 7/� 6 5-2027_ Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map& Parcel Numbers 280 Bridge St 1.1 a 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 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 ❑ Private 0 Zone: Outside Flood Zone? Municipal 0 On site disposal system C Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Kung Chen Northampton,Ma 01060 Name(Print) City,State,ZIP 280 Bridge St _ 413-313-9076 permitsma©foreverfreedom.com No.and Street Telephone Email 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 0 Specify:PV solar panels Brief Description of Proposed Work2: Roof mounted pv solar panels 5.000 kw system-17 total panels-100a SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $12,112 1. Building Permit Fee:$ Indicate how fee is determined: ❑Standard City/Town Application Fee 2.Electrical $3028 ❑Total Project Costa(Item 6)x multiplier x 3.Plumbing $0 2. Other Fees: $ 4.Mechanical (HVAC) $0 List: 5.Mechanical (Fire Total All Fees: $ Suppression) $0 Check No.13 7. J Check Amoun# /✓ Cash Amount: 6.Total Project Cost: $15,140.00 0 Paid in Full 0 Outstanding Balance Due: The Commonwealth of Massachusetts =R= I—fri Department of Industrial Accidents • _14 =�'= 1 Congress Street, Suite 100 Boston, MA 02114-2017 457www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibiv Name (Business/Organization/Individual):Matthew Markham Address:68 Gold St. City/State/Zip:Agawam, MA, 01001 Phone 4:413-800-6491 Are you an employer?Check the appropriate box: Type of project(required): 1.0 I am a employer with employees(full and/or part-time).* 7. ❑New construction 2.0lama sole proprietor or partnership and have no employees working for me in 8. Remodeling any capacity.(No workers'comp.insurance required.] 3.0I am a homeowner doing all work myself.[No workers'comp.insurance required.]' 9. El Demolition 4.0 I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 Q Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.0 Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.0 I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.0RoOf repairs These sub-contractors have employees and have workers'comp.insurance.: 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.DOther PV Solar P 'nels 152,§1(4),and we have no 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. Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicat' g such. *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Milestone Risk Management& Insurance Services Policy#or Self-ins.Lic.#:FRWC217374 Expiration Date:06/01/2022 Job Site Address: �O (3(' V e �+• City/State/Zip: fl t G Attach a copy of the workers'compensativu�policy declaration page(showing the policy number and expira n date). 010(420 Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for ilnsurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: "`�``��='t+'�-f Date: I l Phone#:413-800-6491 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing In Spector 6.Other Contact Person: Phone#: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-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 U Unrestricted(Buildings up to 35,000 cu. ft.) Agawam,Massachusetts 01001 City/Town,State,ZIP R Restricted 1&2 Family Dwelling 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) Aaron Wendt/Freedom Forever 198080 03/01/2024 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 providt this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes 0 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 Aaron Wendt/Freedom Forever to act on my behalf,in all matters relative to work authorized by this building permit application. KGCI .q-( 6zjt 08/02/2022 Print Owner's Name lectronic 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. 4t2'24 L (if/Qitai 0.8/02/2022 Print Owner's or Authorized Agent's Name(Electronic Signature) Date 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" CITY OF NORTHAMPTON SETBACK PLAN MAP: LOT: LOT SIZE: REAR LOT DIMENSION: REAR YARD SIDE YARD SIDE YARD FRONT SETBACK FRONTAGE City of Northampton �� _ 5,` Sic r- Massachusetts ', (j ( 4.; * � R ;{ DEPARTMENT OF BUILDING INSPECTIONS '.,y fir �c *i - 212 Main Street • Municipal Building c) $ _: Northampton, MA 01060 'r�'�W 3 0�~`` 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: ,4a4_e-rL O Date: 08/02/2022 .... Commonwealth of Ni-as s a cthss e tts_ Division of OccupatIonal L.; censure , .., Board of atiiijii4g r4,--leguiati0ns and Standards ,..--.. s it, , - ticti-Z on -z)(1.434e,rvi ..-' r _ . . CS416415 . ec p i re s : 04101 /2025 , 40. AARON S WENDT _.-.. e,;..., p , 350 MAIN RD ..., , MONTGOMERY MA + 1 .. ., .,, . . , THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration """"'""""`r. Type: Supplement Card Registration: 198080 FREEDOM FOREVER MASSACHUSETTS, LLC Expiration: 03/01/2024 43445 BUSINESS PARK DR, STE 110 TEMECULA, CA 92590 1111 \C\C' Update Address and Return Card. _ THE COMMONWEALTH OF MASSACHUSETTS # _ Office of Consumer Affairs & Business Regulation I Registration valid for individual use only before the HOME IMPROVEMENT CONTRACTOR I expiration date. If found return to: TYPE; Supplement Card # Office of Consumer Affairs and Business Regulation # Registration Expiration I 1000 Washington Street -Suite 710 198080 03/01/2024 Boston, MA 02118 FREEDOM FOREVER MASSACHUSETTS, LLC tzt AARON WENDT / 43445 BUSINESS PARK DR,STE 110 TEMECULA, CA 92590 Undersecretary Not valid without signature DocuSign Envelope ID:2DE465A3-97C9-4626-BBCA-81A798689A09 my custom polar uesign Prepared by Alden Holt,07/12/2022 My Information Kung Chen 280 Bridge St Northampton, MA 01060 System r • Annual Usage 4,073 kWh Estimated System Size 6.57 kWp Estimated Annual System Production 8,105 kWh Estimated Energy Offset 199% Modules (18) LONGi Green Energy Technology Co Ltd,LR4- 60HPH-365M - Inverters 1 x SolarEdge Technologies 407.* SE6000H-USSN 11/1 i �.. • • 1111111 Approval I have reviewed My Custom Solar Design and approve of the placement of solar panels identified above. I understand that the actual number of panels and their precise placement may vary based on engineering, installation,and solar energy production considerations, including roof type,shade, and other factors. E \lkikAldDocuSigned by: \4/15/2022 8888A02041D48a.._�_._. Customer Signature Date DocuSign Certificate Of Completion Envelope Id:2DE465A397C94626BBCA81A798689A09 Status:Completed Subject:Customer Agreement REPLACE_FOR[[RecipientName]](PK4N4K39Z4VD-H) Source Envelope: Document Pages:45 Signatures:8 Envelope Originator: Certificate Pages:6 Initials:9 Sunrun eSignAdmin AutoNav:Enabled 595 Market St. Envelopeld Stamping:Enabled 29th Floor Time Zone:(UTC-08:00)Pacific Time(US&Canada) San Francisco,CA 94105 sunrun_esign_admin@sunrun.com IP Address: 13.110.74.8 Record Tracking Status:Original Holder:Sunrun eSignAdmin Location:DocuSign 7/15/2022 9:18:40 AM sunrun_esign_admin@sunrun.com Signer Events Signature Timestamp DocuSigned by: Maria Dela Cruz Sent:7/15/2022 9:21:28 AM maria.delacruz@sunrun.com CiAiv‘izt, NpA ZS Resent:7/15/2022 9:48:33 AM Project Operations eB0o370e846c445 Viewed:7/15/2022 9:49:15 AM Security Level: Signed:7/15/2022 9:49:20 AM .Email Signature Adoption:Pre-selected Style ID:b8aa4afb-367b-4f8f-9ab8-7e3b159ce9f1 Using IP Address: 122.55.212.218 7/15/2022 9:48:36 AM Electronic Record and Signature Disclosure: Accepted:2/21/2022 2:29:52 PM ID:01 fb 1 e83-f402-45ec-983d-fa0336911 b94 In Person Signer Events Signature Timestamp In Person Signing Host: ,—DocaSigne°by Sent:7/15/2022 9:18:45 AM Sunrun eSignAdmin '6 CA,nan. Viewed:7/15/2022 9:19:16 AM sunrun_esign_admin@sunrun.com S-86628A020410468 Signed:7/15/2022 9:20:30 AM In Person Signer: Kung Chen Signature Adoption:Pre-selected Style Security Level: Using IP Address: 107.115.21.64 .Email ID:c2ac8334-a996-45cd-9c94-84dbb919aafb 7/15/2022 9:18:47 AM Electronic Record and Signature Disclosure: Accepted:7/15/2022 9:19:16 AM ID:b6798ff0-c946-49fb-9c9a-01a56bd61e8c In Person Signing Host: 'oocusigneaby: Sent:7/15/2022 9:20:32 AM Alden Holt a.Q.dcn, klAsk. Viewed:7/15/2022 9:20:55 AM alden.holt@sunrun.com '-63A77725850B416 Signed:7/15/2022 9:21:26 AM In Person Signer: Alden Holt Signature Adoption:Pre-selected Style Security Level: Using IP Address: 107.115.21.64 .Email ID:39d6d006-dd14-4ccc-adb5-6954269f237a 7/15/2022 9:20:40 AM Electronic Record and Signature Disclosure: Accepted:7/15/2022 9:20:55 AM ID:cd2bb859-a45f-43da-884f-4096b9cda7ab Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp BARUN CORP July 30,2022 RE: CERTIFICATION LETTER Project Address: CHEN RESIDENCE 280 BRIDGE STREET NORTHAMPTON,MA 01060 Design Criteria: -Applicable Codes=2015 IBC/IEBC W/(780 CMR)9th Edition,2015 IRC W/(780 CMR)9th Edition,ASCE 7-10 and 2015 NDS -Risk Category=II -Wind Speed=117 mph,Exposure Category B,Partially/Fully Enclosed Method -Ground Snow Load=40 psf -Roof 1&2:2 x 6 @ 24"OC,Roof DL=7 psf, Roof LL/SL=35 psf(Non-PV),Roof LL/SL=20.4 psf(PV) Note:Skip the broken rafter during PV installation or upgrade the broken rafter with equivalent new member To Whom It May Concern, A structural evaluation of loading was conducted for the above address based on the design criteria listed above. Existing roof structural framing has been reviewed for additional loading due to installation of PV Solar System on the roof.The structural review applies to the sections of roof that is directly supporting the solar PV system. Based on this evaluation,I certify that the alteration to the existing structure by installation of the PV system meets the prescriptive compliance requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally,the PV module assembly including attachment hardware has been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed the requirements set forth by the referenced codes. F yF'P i C'S' Sincerely, Digitally signed by ? �� : . K. GNP HUMPHREYHUMPHREYKKARIUKI ▪ •RIUKI K KA R I U KI Date:2022.07.30 • ST'UCTURA� NO.51933 11:40:23-04'00' " , �Fc�sTua�o `ass/�� STRUCTURAL' Barun Corp I Design and Engineering 1610.202.4506 I chrisk@barun-corp.com I www.barun-corp.com. 1/4 BARUN CORP RESULTS SUMMARY CHEN RESIDENCE,280 BRIDGE STREET,NORTHAMPTON,MA 01060 MOUNTING PLANE STRUCTURAL EVALUATION MOUNTING PLANE ROOF PITCH RESULT GOVERNING ANALYSIS (deg.) Roof 1&2 35° OK IEBC IMPACT CHECK Barun Corp I Design and Engineering 1610.202.4506 I chrisk@barun-corp.com I www.barun-corp.com 2/4 BARON CORP LOAD CALCULATION Roof 1&2 CHEN RESIDENCE,280 BRIDGE STREET,NORTHAMPTON,MA 01060 PV SYSTEM DEAD LOAD(PV-DL) PV Module Weight = 2.50 psi Hardware Assembly Weight = 0.50 psf Total PV System Dead Load PV-DL= 3.00 psf ROOF DEAD LOAD(R-DL) Existing Roofing Material Weight Composite Shingle Roof 1 Layer(s) = 2.50 psf Underlayment Weight = 0.50 psf Plywood/OSB Sheathing Weight = 1.50 psf Framing Weight 2 x 6 @ 24 in.O.C. = 1.15 psi No Vaulted Ceiling = 0.00 psi Miscellaneous = 1.50 psf Total Roof Dead Load R-DL= 7.10 psf REDUCED ROOF LIVE LOAD(Lr) Roof Live Load Lo= 20.00 psf Member Tributary Area At <200 ft2 Roof 1&2 Pitch 35°or 9/12 Tributary Area Reduction Factor R1= 1.00 Roof Slope Reduction Factor R2= 0.78 Reduced Roof Live Load,Lr=Lo(R1)(R2) Lr= 15.50 psf SNOW LOAD Ground Snow Load log= 40.00 psf Effective Roof Slope 35° Snow Importance Factor IS= 1.00 Snow Exposure Factor Ce= 1.00 Snow Thermal Factor Cr= 1.10 Minimum Flat Roof Snow Load Pf-min= 35.00 psf Flat Roof Snow Load pf= 35.00 psf SLOPED ROOF SNOW LOAD ON ROOF(Non-Slippery Surfaces) Roof Slope Factor Cs-roof= 1.00 Sloped Roof Snow Load on Roof Ps-roof= 35.00 sf SLOPED ROOF SNOW LOAD ON PV PANEL(Unobstructed Slippery Surfaces) Roof Slope Factor CS_ = 0.58 Sloped Roof Snow Load on PV Panel ps_p„= 20.40 isf Barun Corp I Design and Engineering 1610.202.4506 I chrisk@barun-corp.com I www.barun-corp.com 3/4 • BARON CORP IEBC IMPACT CHECK Roof 1&2 CHEN RESIDENCE,280 BRIDGE STREET,NORTHAMPTON,MA 01060 Roof Dead Load(DL)= 7.10 10.10 psf Roof Live Load(Lr)= 15.50 0.00 psf Roof Snow Load(SL)= 35.00 20.40 psf (DL+Lr)/Cd= 18.08 11.22 psf (DL+SL)/Cd= 36.61 26.52 psf Maximum Gravity Load= 36.61 26.52 psf Load Increase(%)= -27.55% OK IEBC Provision : 2015 The requirements of section 807.4 of 2015 IEBC are met and the structure is permitted to remain unaltered. Barun Corp( Design and Engineering 1610.202.4506 I chrisk@barun-corp.com I www.barun-corp.com 4/4 PHOTOVOLTAIC SYSTEM CODES: CONSTRUCTION NOTES: . THIS PROJECT COMPLIES WITH THE FOLLOWING: P�ZH OFtijq4, 2015 INTERNATIONAL BUILDING CODE CONDUIT AND CONDUCTOR SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND �`�`�� s9C, ARE NOT MEANT TO LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. 1/ MIC;HAEL A. ' 2015 INTERNATIONAL RESIDENTIAL CODE P �'S 2018 INTERNATIONAL MECHANICAL CODE ALL SOLAR ENERGY SYSTEM EQUIPMENT SHALL BE SCREENED TO THE MAXIMUM EXTENT t o M GUIRE o 2018 INTERNATIONAL PLUMBING CODE POSSIBLE AND SHALL BE PAINTED A COLOR SIMILAR TO THE SURFACE UPON WHICH THEY ARE tLECT Cam— , 2018 INTERNATIONAL FUEL GAS CODE MOUNTED. ` 38515 A 2018 INTERNATIONAL ENERGY CONSERVATION CODE I► .p. 2015 INTERNATIONAL EXISTING BUILDING CODE MODULES SHALL BE TESTED , LISTED AND INDENTIFIED WITH FIRE CLASSIFICATION IN s A" �G/STE.?8" �<c 4 2018 INTERNATIONAL SWIMMING POOL AND SPA CODE ACCORDANCE WITH UL 2703. SMOKE AND CARBON MONOXIDE ALARMS ARE REQUIRED PER t►�`SS�OPJAi E`AO 4 2020 NATIONAL ELECTRICAL CODE SECTION R314 AND 315 TO BE VERIFIED AND INSPECTED BY INSPECTOR IN THE FIELD. �"*~v%-_;9 v4 AS ADOPTED BY CITY OF NORTHAMPTON (MA) DIG ALERT (811)TO BE CONTACTED AND COMPLIANCE WITH EXCAVATION SAFETY PRIOR TO ANY sealed 01aug2022 mike@h2dc.com EXCAVATION TAKING PLACE H2DC PLLC MA CoA#: 001239603 ELECTRICAL ONLY PHOTOVOLTAIC SYSTEM GROUND WILL BE TIED INTO EXISTING GROUND AT MAIN SERVICE FROM -NOT AN AS BUILT DRAWING SET- DC DISCONNECT/INVERTER AS PER 2020 NEC SEC 250.166(A). D,gnalty signed by Michael McGuire PE ON:C=US,S=New Hampshire.L=Mason, SOLAR PHOTOVOLTAIC SYSTEM EQUIPMENT WILL BE INSTALLED IN ACCORDANCE WITH Michael D=r m7anewnDceelopmemDempanY PLLC,OU=Electrical PE.CN=Michael REQUIREMENTS OF ART. 690 OF THE 2020 NEC McGuire PE,E=mike@h2dc corn VICINITY MAP: Reason,I agree to specified parts of this McGuire PE°°�on`our THE MAIN SERVICE PANEL WILL BE EQUIPPED WITH A GROUND ROD OR UFER Date:2022.0E019 112 9 4 3 0 0a'ofe Foot PDF Editor Version:11.2.2 • w UTILITY COMPANY WILL BE NOTIFIED PRIOR TO ACTIVATION OF THE SOLAR PV SYSTEM Platinum car vessh Q a SOLAREDGE OPTIMIZERS ARE LISTED TO IEC 62109-1 (CLASS II SAFETY)AND UL 1741 STANDARDS CLIENT: KUNG CHEN p "e„L u INSTALL CREW TO VERIFY ROOF STRUCTURE PRIOR TO COMMENCING WORK. EMT CONDUIT 280 BRIDGE STREET,NORTHAMPTON,MA apiied Mortgage 280 Bridge St. 01060 ATTACHED TO THE ROOF USING CONDUIT MOUNT. Q Northampton,MA. AHJ:CITY OF NORTHAMPTON(MA) pruacl5jcaids SheidonFI-d� ( ) UTILITY:NG-NATIONAL GRID MA ' a PHONE:(413)313-9076 1 Paradise C. "n'ts Fe[,:n.al Q Northampton a BerkShore9 Airport a A. Fair grounds,y O/d Fen,Rd Northhampton,MA 4 D�f`ysFront - SYSTEM: End Service a SYSTEM SSYSTEM IIZE ZE(AC):5.000 kW r 62 0V.205 W es, m Three Cou y fair g MODULES:17 X LONGI SOLAR: adPJ il. LR4-6QHPH-365M Q FOS!e-Farrar Tr Je Val Je GE S440 INVERTER:SOLAREDGE SEOPTIMIZERS:17 X D50 0H-USRGM [ Farr S Fair S = [S 11) Anytrn-e Fitness t El Brdge Street Cemetery `� Q • 9LampronPark 9 7. -t.. Bridge Street ci QCanopy Development y ""s, SITE LOCATION TABLE OF CONTENTS: PV-1 SITE LOCATION REVISIONS PV-2 SITE PLAN NO. REVISED BY DATE PV-2A ROOF PLAN WITH MODULES LAYOUT PV-2B STRUCTURAL CALCULATIONS - - - PV-3 MOUNTING DETAILS - ' freedom PV-4 THREE LINE DIAGRAM FOREVER 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 PLACARD � _ PV-8 OPTIMIZER CHART �i `- 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: 251397 7/29/2022 N.I.C. PV-1 LEGEND: (N)ACCESSIBLE AND LOACKABLE FUSED AC 3,�P�'(H OFA�gss9 DISCONNECT Oil CHIMNEY �� MlC;NAEL A. CyG • (N)ACCESSIBLE AND LOACKABLE MGGUJRE rNr+' 0 PIPE VENT NON-FUSED AC DISCONNECT EATON (N)SOLAREDGE SE5000H-USRGM [SI1] tLECT: -i DG222NRB(OR EQUIVALENT) - �', MODULES •',e(', FG/STEAM k4 s! es CONDUIT (E)UTILITY METER / 4 ,S/ONALE14° SETBACK / ROOF LINE sealed 01aug2022 mike@h2dc.com lli H2DC PLLC MA CoA#:001239603 AC AC DISCONNECT (E)MAIN SERVICE PANEL 9s ELECTRICAL ONLY JB JUNCTION BOX �7 -NOT AN AS BUILT DRAWING SET- INV INVERTER PROPERTY LINE (N)JUNCTION BOX MSP MAIN SERVICE PANEL FAC FUSED AC ty ROOF AREA:727.35 SQ FT DISCONNECT ti p. / T: EN/ KUNGCLIEN CH 280 BRIDGE STREET,NORTHAMPTON,MA 01060 AHJ:CITY OF NORTHAMPTON(MA) I UTILITY:NG-NATIONAL GRID(MA) PHONE:(413)313-9076/ O / 0, O / SYSTEM: , SYSTEM SIZE(DC):17 X 365=6.205 kW �(�`� / SYSTEM SIZE(AC):5.000 kW @ 240V �" 1*//////1///////////1 MODULES:17 X LONGI SOLAR: ♦ LR4-60HPH-365M II OPTIMIZERS:17 X SOLAREDGE S440 // \ INVj RTER:SOLAREDGE SESOOOH-USRGM telit4141741111lPrlrfr ti /5',.9. // 4 cb 0, .,,, 1..-I th 41 i 4 I, iiii"i ir , \,, \ '' p REVISIONS \\ \ ` NO. REVISED BY DATE \ - .- • 4,- \ � . freedom / ORE V E R \\ \ FREEDOM FOREVER LLC \\ \ 135 ROBERT TREAT PAINE DR.,TAUNTON, MA 02780 704;6„ \ \ Tel:(800)385GHT \TOTAL ROOF AREA RIDGE SETBACK CALCS: —\� / GREG ALBRI 1% H GHT TOTAL ROOF AREA: 727.35 SQ FT / SINGLE MODULE AREA: 19.65 SQ FT \ �jf,. ' ..� 1 TOTAL NUMBER OF MODULES: 17 \\ CONTRACTOR LICENSE_ TOTAL AREA OF MODULES: 334.05 SQ FT \ HOME IMPROVEMENT CONTRACTOR 198080; ROOF COVERAGE:45.93% BUSINESS ELECTRICAL CONTRACTOR LICENSE 902-EL-At;CONSTRUCTION SUPERVISOR FIRE SPRINKLERS : NO (N) 17 LONGI SOLAR: LR4 60HPH 365M LICENSE CS-111662,MASTER ELECTRICIAN MR • `�i SITE PLANODSCALE: 1/16" = 11-0" SITETE PLAN PLAN JOB NO: DATE: DESIGNED BY: SHEET: 251397 7/29/2022 N.I.C. PV-2 LEGEND: �P Iµ•F, 0 X CHIMNEY , .ii• K KI G� m •(E) UTILITY METER (N)ACCESSIBLE AND LOACKABLE ° ST'UCTURAL 0 PIPE VENT FUSED AC DISCONNECT •O NO 51933 GJSTJ09 . MODULES CFFF SSiONAL CONDUIT (N)ACCESSIBLE AND LOACKABLE 7 SETBACK (E) MAIN SERVICE PANEL NON-FUSED AC DISCONNECT HUMPHREY Digitally signed by EATON DG222NRB (OR HUMPHREY K KARIUKI AC AC DISCONNECT EQUIVALENT) Date:2022.07.30 JUNCTION BOX K KARIUKI 1 1:41:23 -04'00' JB (N) SOLAREDGE SE5000H-USRGM [S11] (N)JUNCTION BOX INVERTER INV INVERTER NOTE: MSP MAIN SERVICE PANEL �� AVOID THE BROKEN RAFTER DURING PV FAC FUSED AC ��+ INSTALLATION OR UPGARDE THE BROKEN ROOF AREA 727.35 SC)FT DISCONNECT RAFTER WITH EQUALLENT NEW MEMEBR O CLIENT: KUNG CHEN 280 BRIDGE STREET,NORTHAMPTON,MA 01060 AHJ:CITY OF NORTHAMPTON(MA) UTILITY:NG-NATIONAL GRID(MA) 0 PHONE:(413)313-9076 /iiiir 'AP SYSTEM: SYSTEM SIZE(DC):17 X 365=6.205 kW SYSTEM1111/*/* SIZE 5.000 kW 240V MODULES:17 X LONGI SOLAR: ZER-365M OPTIMIZERS:17 X SOLAREDGE INVERTER:SOLAREDGE SES00SOOOH-UH-USRGM 11lPilliillIllr it* 7.r4 1/1114* REVISIONS NO. REVISED BY DATE • -_ - �i freedom FOREVER p FREEDOM FOREVER LLC 135 ROBERT TREAT PAINE DR.,TAUNTON, MA 02780 Tel:(800)385-1075 MODIFIED SETBACKS PROPOSED AT RIDGE: GREG ALBRIGHT TOTAL ARRAY AREA= 334.05 SF (N) 17 LONGI SOLAR: LR4-60HPH-365M 06, - TOTAL ROOF AREA= 727.35 SF )i)'-')/1 TOTAL ARRAY AREA AS A % TO ROOF AREA=45.93% ' CONTRACTOR LICENSE: 45.93% < 33% HOME IMPROVEMENT CONTRACTOR 198080; BUSINESS ELECTRICAL CONTRACTOR LICENSE 902-EL-Al;CONSTRUCTION SUPERVISOR LICENSE CS-111662,MASTER ELECTRICIAN ROOF PLAN NOTES: 1136 MR El) 1. EMT CONDUIT ATTACHED TO THE ROOF USING CONDUIT MOUNTS SCALE: 3/32" = -O�� 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: 251397 7/29/2022 N.I.C. PV-2A tµ OF. O 02� �. �G K. 0 • RIUKI O ST'UCTURAL ✓ NO.51933 O GISTEC SSIONAL- ROOF DETAILS: TOTAL ROOF AREA: 727.35 SQ FT ARRAY COVERAGE: 45.93% SYSTEM DISTRIBUTED WEIGHT: 2.19 LBS UNIRAC: FLASHKIT PRO POINT-LOAD: 15.9 LBS ROOF AREA STATEMENT CLIENT: KUNG CHEN ROOF MODULE QUANTITY ROOF PITCH ARRAY PITCH AZIMUTH ROOF AREA ARRAY AREA 280 BRIDGE STREET,NORTHAMPTON,MA 01060 1 15 35° 35° 203° 478.86 SQ FT 294.75 SQ FT AHJ:CITY OF NORTHAMPTON(MA) UTILITY:NG-NATIONAL GRID(MA) 2 2 35° 35° 203° 248.5 SQ FT 39.3 SQ FT PHONE:(413)313-9076 SYSTEM: SYSTEM SIZE(DC):17 X 365=6.205 kW SYSTEM SIZE(AC):5.000 kW @ 240V MODULES:17 X LONG!SOLAR: LR4-60HPH-365M OPTIMIZERS:17 X SOLAREDGE S440 • INVERTER:SOLAREDGE SE5000H-USRGM (SW REVISIONS NO. REVISED BY DATE freedom FORE V E R FREEDOM FOREVER LLC 135 ROBERT TREAT PAINE DR.,TAUNTON, MA 02780 Tel:(800)385-1075 GREG ALBRIGHT eij")''\‘ CONTRACTOR LICENSE: HOME IMPROVEMENT CONTRACTOR 198080; BUSINESS ELECTRICAL CONTRACTOR LICENSE 902-EL-Al,CONSTRUCTION SUPERVISOR LICENSE CS-111662;MASTER ELECTRICIAN 1136 MR ROOF DETAILS JOB NO: DATE DESIGNED BY: SHEET: 251397 7/29/2022 N.I.C. PV-2B ---1:" • ■ ■ ■ ■ ■ ■ ' 1 W ZH OF• o linr • ■ • • . • . t 0 •RIUKI • ST'UCTURAL VI e71 f} NO.51933 ccyy • • Svc"GISTEc6V ill ■ : 1110 C \ \ SS/oNgl G - ♦ 11 B 0 1 1 1 ... J CLIENT: KUNG CHEN 280 BRIDGE STREET,NORTHAMPTON,MA 01060 AHJ:CITY OF NORTHAMPTON(MA) UTILITY:NG-NATIONAL GRID(MA) PARTIAL ROOF FRAMING PLAN PHONE:(413)313-9076 I Scale: NTS SYSTEM: SYSTEM SIZE(DC):17 X 365=6.205 kW SYSTEM SIZE(AC):5.000 kW @ 240V 6 w MODULES:17 X LONGI SOLAR: LR4-60HPH-365M y OPTIMIZERS:17 X SOLAREDGE S440 MAX ATTACHMENT SPAN -48" STAGGERED INVERTER:SOLAREDGE SE5000H-USRGM (SI1) MICRORA1i. /////////////, Al //// TRIMRAIL LONGI SOLAR:LR4iAHPH-365M " 0//////// LONGI SOLAR: LONGI� SOLAR: //i.// LR4i0HPH-365M MLR4-60HPH-365M L // . Ailli 0111111111111.111MROOF ATTACHMENT •1 FLASHING 1111 E�I ROOF/DECK MEMBRANE // SLIDERS r[� ROOF DECK/ / ////// -- MEMBRANE �- REVISIONS ROOF/DECK MEMBRANE /�/�/�/�/�/////I i:�////////. I/////////////� ///////I�YI/_. / ////////// FLASHING SLIDERS NO. REVISED BY DATE TRIMRAIL ////////// 5/16"STAINLESS STEEL LAG -` 5/16STAINl.E55 STEEL - BOLT OR STRUCTURAL SCREW // / WITH 2-1/2"MIN.EMBEDMENT - - - // // _ AND FLAT WASHER _ STRUCTURAL SCREWSCREW jjj /�///// 2K6 RAFTER 0 24'O.C. WITH 2-1/2"MIN. (. ii EMBEDMENT AND FLAT 9.-li ., ,//,,�/ WASHER f`!y'jiBUILDING STRUCTURE FOREVER i/' BUILDING STRUCTURE ////// ,, FREEDOM FOREVER LLC SLIDER AND TRIMRAIL ROOF ,//// H" ATTACHMENT 135 ROBERT TREAT PAINE DR.,TAUNTON, FLASHING MA 02780 Tel:(800)385-1075 5/16"STAINLESS STEEL LAG GREG ALBRIGHT BOLT OR STRUCTURAL SCREW WITH 2-1/2"MIN.EMBEDMENT AND FLAT WASHER CONTRACTOR LICENSE: HOME IMPROVEMENT CONTRACTOR 198080: BUSINESS ELECTRICAL CONTRACTOR LICENSE 902-EL-Al;CONSTRUCTION SUPERVISOR I SOLAR PV ARRAY SECTION VIEW ATTACHMENT DETAIL LICENSE CS111s1136MMASTERELECTRICIAN 136 MR IScale: NTS I Scale: NTS MOUNTING DETAILS JOB NO: DATE: DESIGNED BY: SHEET: 251397 7/29/2022 N.I.C. PV-3 BACKFEED FUSE SIZING NOTES APPENDIX(AS APPLICABLE): (A)TOTAL AC VOLTAGE DROP NOT TO EXCEED 2%TO INTERCONNECTION, <3%FROM INVERTER(S)TO UTILITY MAX.CONTINUOUS OUTPUT 21.00A @ 240V TRANSFORMER.(B)ALL CONNECTORS 75C RATED.(C)ALL CONDUCTORS COPPER,UNLESS OTHERWISE NOTED. DUE TO HIGHER COEFFICIENT OF PO OF S, EXPANSION,ALUMINUM CONDUCTORS REQUIRE MORE MAINTENANCE/INSPECTION THAN COPPER CONDUCTORS.ANNUAL RETORQUEING AS WELL AS ,�� cf,� 21.00 X 1.25 = 26AMPS 30A FUSES-OK INFRARED INSPECTION, MINIMALLY. BE CAREFUL NOT TO CONNECT ALUMINUM WITH COPPER RATED CONDUCTORS OR FITTINGS DURING C' CONSTRUCTION,TERMINALS SHOULD BE DUAL RATED. MATERIAL FOR NEUTRAL AND EGC SHOULD BE THE SAME IN A GIVEN SEGMENT.(D)OUTDOOR M�L%NAEL A. lei, . EQUIPMENT NEMA3R. (E)ALL CONDUCTORS FOR PV&ESS SYSTEMS MUST BE PROTECTED FROM ACCESS BY A FENCE OR SUITABLE COVER,OR OUT OF '' MGGUIRE . R+ REACH.(F)PROPERTY LINES,BOUNDARIES AND ALL OTHER EXTERIOR MEASUREMENTS ARE FOR REFERENCE ONLY,AND MUST BE VERIFIED BY A tLECT: . i LICENSED SURVEYOR OR CIVIL ENGINEER. (G)ENERGY STORAGE SYSTEMS ARE REQUIRED-TOSE INSTALLED IN LOCATIONS-AND-CONTAINERS IN ,/'•\` 51 COMPLIANCE WITH THEIR LISTING REQUIREMENTS. (H)IF TRAVEL ACROSS A ROOF IS LIMITED TO FIRE SETBACK AREAS, FALL RESTRAINT SYSTEMS MAY • BE REQUIRED.(I)NO PVC ALLOWED ON ROOF OR IN ATTIC. (J)MC4 CONNECTORS MAY NOT BE JOINED WITH'MC4 COMPATIBLE'CONNECTORS. (K)FOR 19 O �.' COMMERCIAL SYSTEMS-UNDER MODULE WIRE MANAGEMENT SYSTEMS ARE REQUIRED, RACEWAY FILL MUST NOT EXCEED 40%REFER TO LOCAL �.ei FG/STEP� 1/4',' REGULATIONS FOR EXCEPTIONS.(L)FOR LINE SIDE TAPS,CONNECTION IN PANEL MUST NOT VIOLATE CONDITIONS OF ACCEPTABILITY FROM PANEL :'S/ONAL.Ek\C1- " MANUFACTURER'S NRTL LISTING, OR FIELD LABEL REQUIRED.(M)PV WIRES MAY NOT BE LAID DIRECTLY ON ROOF,WIRE MANAGEMENT SUCH AS SNAKE �',,,t-,.101! TRAY, ETC.MUST BE USED 40%FILL MAX. (N)TY WRAPS FOR WIRE MANAGEMENT MUST BE STRUCTURAL(S21)UL APPROVED,OR SUN BUNDLER OR sealed 01 aug2022 mike@h2dc.com EQUAL.(0)DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK.CONDUIT ROUTING,WHEN INDICATED, IS H2DC PLLC MA CoA#:001239603 SHOWN DIAGRAMMATICALLY AND DOES NOT SHOW ALL OFFSETS, DROPS,AND RISES OF RUNS.THE CONTRACTOR SHALL ALLOW IN HIS PRICE FOR ELECTRICAL ONLY ROUTING OF CONDUIT TO AVOID OBSTRUCTIONS. (P)BURIED CONDUITS UNDER AREAS SUBJECT TO VEHICLE TRAFFIC REQUIRE MIN 24"COVER.(Q) -NOT AN AS BUILT DRAWING SET- SOLAREDGE INVERTERS MAY BE EQUIPPED WITH OCPD ON DC LINES, IF NOT EXTERNAL OCPD MAY BE REQUIRED FOR STRINGS NUMBERING 3 OR MORE.(R)BATTERIES MUST BE IN AN APPROVED BATTERY ENCLOSURE(SPECIFIED BY THE BATTERY MANUFACTURER),SUITABLE FOR THE LOCATION. (E)100A RATED — (E)UTILITY METER CLIENT: MAIN SERVICE PANEL KUNG CHEN 1PH,120/240V 60HZ 280 BRIDGE STREET,NORTHAMPTON,MA II 01060 STRING-1 (E)100A/2P ' I� AHJ:CITY OF NORTHAMPTON(MA) 9 LONGI SOLAR:LR4-60HPH-365M MAIN BREAKER U UTILITY:NG-NATIONAL GRID(MA) (END FED) PHONE:(413)313-9076 SOLAREDGE S440 POWER OPTIMIZERS —2-#1 o AWG, SYSTEM: r— AZ AC ——— 1 j PV WIRE .--.• SYSTEM SIZE(DC):17 X 365=6.205 kW !PI IN t— • . t SYSTEMODULSIZE1 X LONGI 5.000 kW : 240V Z (N)SOLAREDGE I \\1V1 SE5000H-USRGM[SI1J �\ MODULES:17 X LONGI SOLAR: rillW LR4-60HPH-365M INVERTER • (N)LINESIDE TAP VIA UL OPTIMIZERS:17 X SOLAREDGE S440 \NC (N)60A FUSED • LISTED CONNECTOR INVERTER:SOLAREDGE SE5000H-USRGM STRING-2 AC DISCONNECT • [SI1] 8 LONGI SOLAR:LR4-60HPH-365M EATON DG222NRB(OR EQUIVALENT) • 2-30 AMP FUSES • JUNCTION ,� - qf!>/o — •� —y TO UTILITY BOX _ _�� _ �� _ • - OVERHEAD —— — I FEED 1 —T T RAPID E- rMi ge — 1 4-#10 AWG,THWN-2 SHUTDOWN 1-#8 EGC,THWN-2 SWITCH r —3-#10 AWG,THWN-2 3-#6 AWG,THWN-2 Li_ REVISIONS VO _ IN 3/4"OR 1-#8 EGC,THWN-2 1-#8 EGC,THWN-2 LARGER EMT CONDUIT IN 3/4"OR LARGER EMT IN 3/4"OR LARGER EMT NO., REVISED BY DATE CONDUIT CONDUIT L ——IJ SOLAREDGE S440 — } — - - POWER OPTIMIZERS I A TAPBOX MAY BE USED IN LIEU OF PERFORMING THE LINESIDE \�•\J 2 AWG,PV WIRE TAP IN THE MAIN SERVICE PANEL.THIS IS DEPENDENT UPON SITE `\'� freedom 1-#6 AWG WG IN FREE AIR OR (, #8 AWG MUST BE IN EMT CONDUIT CONDITIONS. CONNECT TO EXISTING UFER FOREVER FREEDOM FOREVER LLC 135 ROBERT TREAT PAINE DR.,TAUNTON, MA 02780 Tel:(800)385-1075 GREG ALBRIGHT „/ Lt CONTRACTOR LICENSE: HOME IMPROVEMENT CONTRACTOR 198080; BUSINESS ELECTRICAL CONTRACTOR LICENSE 902-EL-Al;CONSTRUCTION SUPERVISOR LICENSE CS-111662;MASTER ELECTRICIAN NOTE: 1136MR 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: 251397 7/29/2022 N.I.C. PV-4 ��A�ZH OF gZg4 9�, �� MIC:HAEL A. yG o MaGUJRE . `WI ' tLECT q . 38515 NAB EN sealed 01aug2022 mike@h2dc.com H2DC PLLC MA CoA#: 001239603 ELECTRICAL ONLY -NOT AN AS BUILT DRAWING SET- WIRE SCHEDULE CLIENT: KUNG CHEN STARTING ADJUSTMENT MAXIMUM 280 BRIDGE STREET,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. SIZE AMPACITY @ 90°C CONDUCTORS FACTOR CONDUCTORS AMPACITY CONDUCTORS PHONE:(413)313-9076 310.15(B)(16) IN RACEWAY 310.15(B)(2)(a) 310.15(B)(3)(a) @90°C IN RACEWAY 1 DC MODULE TO OPTIMIZER ROOF/FREE-AIR 2 10 40 14.29 1 1 40.00 17.86 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 EXTERIOR WALL 4 10 40 15.00 1 0.8 32.00 18.75 SYSTEM: SYSTEM SIZE(DC):17 X 365=6.205 kW 4 AC INVERTER TO AC DISCONNECT EXTERIOR WALL 3 10 40 21.00 1 1 40.00 26.25 SYSTEM SIZE(AC):5.000 kW @ 240V MODULES:17 X LONG!SOLAR: 5 AC AC DISCONNECT TO POI EXTERIOR WALL 3 6 75 21.00 1 1 75.00 26.25 LR4-60HPH-365M OPTIMIZERS:17 X SOLAREDGE S440 INVERTER:SOLAREDGE SE5000H-USRGM [SI1] REVISIONS NO. REVISED BY DATE .2. freedom F O REV E R FREEDOM FOREVER LLC 135 ROBERT TREAT PAINE DR.,TAUNTON, MA 02780 Tel:(800)385-1075 GREG ALBRIGHT . il'ji Caift4 " CONTRACTOR LICENSE: HOME IMPROVEMENT CONTRACTOR 198080; BUSINESS ELECTRICAL CONTRACTOR LICENSE 902-EL-Al;CONSTRUCTION SUPERVISOR LICENSE CS-111662;MASTER ELECTRICIAN E 1136 MR CONDUCTOR AMPACITY CALCULATIONS IN ACCORDANCE WITH NEC 690.8. CONDUCTOR CALCULATIONS JOB NO: DATE: DESIGNED BY: SHEET: 251397 7/29/2022 N.I.C. PV-5 BREAKER SIZES: SERVICE LIST: ��x i OFA A ' s NONE 90 4� MICHAEL A. le:„'-.. Z MGGUIRE . +' tLECT: � , 4.38515 �''9°As 0/STE.'?,. c� ' ' ..0/ONAL E* sealed 01aug2022 mike@h2dc.com H2DC PLLC MA CoA#: 001239603 ELECTRICAL ONLY -NOT AN AS BUILT DRAWING SET- MATERIAL LIST: QTY. PART PART# DESCRIPTION 17 MODULES 114-365W LONGI SOLAR:LR4-60HPH-365M 17 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 120-503 SOLAREDGE SE5000H-USRGM[SI1]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: CHEN 2 FUSES 330-030 30A FUSE 1 PH 240VAC 2 280 B BRIDGEDGE STREET,NORTHAMPTON,MA 1 FUSE REDUCER 330-530 30A-60A FUSE REDUCER 01060 46 ROOF ATTACHMENT 1 241-250 UNIRAC:FLASHKIT PRO AHJ:CITY OF NORTHAMPTON(MA) 14 RAIL 1 211-100 UNIRAC SM LIGHT RAIL 168 INCH(TOTAL 196 FEET NEEDED) UTILITY:NG-NATIONAL GRID(MA) PHONE:(413)313-9076 17 RAIL HARDWARE 1 261-517 BND T-BOLT AND NUT SS 18 MODULE CLAMPS 1 221-101 SM MIDCLAMP PRO DRK 18 MODULE CLAMPS 1 221-202 SM ENDCLAMP PRO W/END CLAMP 6 SPLICE 1 261-600 BND SPLICE BAR PRO SERIES MILL 18 MLPE MOUNT 1 261-510 MICRO MNT BND TBOLT SS SYSTEM: 5 ACCESSORIES 1 211-202 E-BOSS CONDUIT MOUNT COMP KIT SYSTEM SIZE(DC):17 X 365=6.205 kW (A10 ACCESSORIES 1 211-200 E-BOSS RAIL TRAY MOO MODULES:17 X L LO 5.000 kWNGI SOLAR: 240V O 4 ACCESSORIES 1 211-206 E-BOSS BRIDGE TRAY LR4-60HPH-365M 6 ACCESSORIES 1 211-207 E-BOSS BRIDGE CLIPS OPTIMIZERS:17 X SOLAREDGE S440 INVERTER:SOLAREDGE SE5000H-USRGM 28 GROUNDING LUG 1 260-300 BURNDY GROUND WEEB-LUG [Sill 29 L-FOOT 1 241-100 UNIRAC L-FOOT SERRATED W/T-BOLT CLEAR(KIT) - REVISIONS NO. REVISED BY DATE � . freedom FOR E V E R FREEDOM FOREVER LLC 135 ROBERT TREAT PAINE DR.,TAUNTON, MA 02780 Tel:(800)385-1075 GREG ALBRIGHT /P , ruivi CONTRACTOR LICENSE: HOME IMPROVEMENT CONTRACTOR 198080; BUSINESS ELECTRICAL CONTRACTOR LICENSE 902-EL-Ai;CONSTRUCTION SUPERVISOR LICENSE CS-111662;MASTER ELECTRICIAN 1136 MR EQUIPMENT&SERVICE LIST JOB NO: DATE: DESIGNED BY: SHEET: 251397 7/29/2022 N.I.C. PV-6 MAIN PHOTOVOLTAIC 1 NOTES: . .._ ; . SYSTEM DISCONNECT M SOLAR PV SYSTEM EQUIPPED: M NEC ARTICLES 690 AND ARK MARKINGS SHOWN HEREON05AND IRC SECTION R324 �P�-j�� 5�9 690.13(B) = WITH RAPID SHUTDOWN . ' 2. ALL MARKING SHALL CONSIST OF THE FOLLOWING: S� MICHAEL A. �yG`. DO NOT DISCONNECT A. UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR o MGGLMRE UNDER LOAD ► TURN RAPID MACHINE PRINTED LETTERS OR ELECTRO-PLATING. tLECT: B. RED BACKGROUND COLOR WHITE TEXT AND LINE e.38515 NEC 690.15(B)&NEC 690.33(D)(2) SHUTDOWN SWITCH TO WORK. j, 9 9 THE "OFF" POSITION TO C. ARIAL FONT. 1.1,` FG/STE k tip,' 3. ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN �wsS�ONAL PCs,w SHUT DOWN PV SYSTEM THE LOCATIONS SPECIFIED. SIGNAGE CANNOT BE ti ,.,b,,.r-- SINGLE 120-VOLT SUPPLY HAND-WRITTEN. sealed 01aug2022 mike@h2dc.com DO NOT CONNECT AND REDUCE SHOCK 4. SIGNS SHALL BE ATTACHED TO THE SERVICE EQUIPMENT H2DC PLLC MA CoA#:001239603 MULTIWIRE BRANCH CIRCUITS WITH POP-RIVETS OR SCREWS ELECTRICAL ONLY HAZARD IN THE ARRAY -NOT AN AS BUILT DRAWING SET- NEC 710.15(C)&692.9(C) IFC 605.11.3.1 1 &690.56 C , � . .I NEC 705.12(D)&NEC 690.59 NEC 705.12(D)&NEC 690.59 PHOTOVOLTAIC ARC FLASH AND SHOCK HAZARD APPROPRIATE PPE REQUIRED TURN OFF PHOTOVOLTAIC "' DC DISCONNECT AC DISCONNECT PRIOR TO H.WOV CLASS 0Of V,SNOOK HAZARD VIXEN COVER IS E<,. NEC 690.13(B) WORKING INSIDE PANEL NEC 705.12(C)&NEC 690.59 NEC 706.15*(C)REET AND NEC 110.16 MAXIMUM DC VOLTAGE CLIENT: KUNG CHEN NEC 110.27(C)&OSHA 1910.145(F)(7) PHOTOVOLTAIC 280 BRIDGE STREET,NORTHAMPTON,MA 01060 AHJ:CITY OF NORTHAMPTON(MA) OF PV SYSTEM UTILITY:NG-NATIONAL GRID(MA) PHONE:(413)313-9076 ELECTRICAL SHOCK HAZARD ► o AC DISCONNECT NEC 690.53 Q TERMINALS ON THE LINE AND -41 LOAD SIDES MAY BE ENERGIZED NEC 690.13(B) IN THE OPEN POSITION PHOTOVOLTAIC AC DISCONNECT ELECTRICAL SHOCK HAZARD 706.15(C)(4)&690.13(B) SYSTEM: TERMINALS ON THE LINE AND SYSTEM SIZE(DC):17 X 365=6.205 kW RATED AC OUTPUT CURRENT: 21,00A LOAD SIDES MAY BE ENERGIZED SYSTEM SIZE(AC):5.000 kW @ 240V 22 MODULES:17 X LONGI SOLAR: a NOMINAL OPERATING AC VOLTAGE: 240V IN THE OPEN POSITION LR4-60HPH-365M THIS EQUIPMENT FED BY DC VOLTAGE IS ALWAYS PRESENT OPTIMIZERS:17 X SOLAREDGE S440 MULTIPLE SOURCES: NEC 690.54 WHEN SOLAR MODULES INVERTER:SOLAREDGE SESOOOH-USRGM TOTAL RATING OF ALL OVERCURRENT ARE EXPOSED TO SUNLIGHT [SI1] DEVICES EXCLUDING MAIN POWER 706.15(C)(4)&690.13(B) SUPPLY SHALL NOT EXCEED - AMPACITY OF BUSBAR NEC 705.12(B)(3)(3) 1 INVERTER NEC 705.12(D)&NEC 690.59 . ELECTRICAL SHOCK HAZARD ► DC JAB TERMINALS ON THE LINE AND THE DISCONNECTION OF THE A SOLAR PV DC CIRCUIT LOAD SIDES MAY BE N THE OPEN POSITION IZED GROUNDED CONDUCTOR(S) 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 NEC 690.31(0)(2) NEC 690.31(E) - - PHOTOVOLTAIC POWER SOURCE • ' RAPID SHUTDOWN DOWN SWITCH CH FOR EVERY 10'ON CONDUIT AND ENCLOSURES OFF SOLAR PV SYSTEM NEC 690.31(D)(2) AC DIISCONNECTOPRIOR O F O R E V E R FREEDOM FOREVER 135 ROBERT TREAT PAINE DR.,,TAUNTON, WORKING INSIDE PANEL MA 02780 ELECTRIC SHOCK HAZARD 690.56(C)(3) MAXIMUM VOLTAGE 480 V NEC 110.27(C)&OSHA 1910.145(F)(7) Tel:(800)385-1075 DO NOT TOUCH TERMINALS G REG ALBRIG HT TERMINALS ON BOTH LINE ILLOAD SIDES MAYBE ENERGIZED IN OPEN POSITION MAXIMUM CIRCUIT CURRENT 13.5 A ARRAY DO NOT DISCONNECT FUSES UNDER LOAD liPt4 -' THE DC CONDUCTORS OF THIS f PHOTOVOLTAIC SYSTETA ARE MAX DC-DC CONVERTER 15 A UNGROUNDED AND MAYBE ENERGIZED PHOTOVOLTAIC SYSTEM OUTPUT CURRENT CONTRACTOR LICENSE: DC DISCONNECT HOME IMPROVEMENT CONTRACTOR 198080; AUTHORIZED PERSONNEL ONLY BUSINESS ELECTRICAL CONTRACTOR LICENSE 902-EL-A1;CONSTRUCTION SUPERVISOR LICENSE CS-111662;MASTER ELECTRICIAN 1136 MR Note: WARNING labels must resemble format in example above with over-sized WARNING, LABELS exclamation point in triangle, colors,etc. NEC 690.31(G)(3)&(4) JOB NO: DATE: DESIGNED BY: SHEET: 251397 7/29/2022 N.I.C. PV-7 ��j�o�ass . MIC;HAEL A, tiG', $ MQGUiRE . �► ELECT: 38515- - SFGIST E�-G a S �cc ' / it 4 GNAT Eta sealed 01aug2022 mike@h2dc.com H2DC PLLC MA CoA#:001239603 ELECTRICAL ONLY -NOT AN AS BUILT DRAWING SET- CAUTION . POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH CLIENT: KUNG CHEN DISCONNECTS AS SHOWN 280 BRIDGE STREET,NORTHAMPTON,MA 01060 AHJ:CITY OF NORTHAMPTON(MA) ACCESSIBLE AND LOCKABLE PHONE:(4 3)313-076LGR1D(MA) AC DISCONNECT ACCESSIBLE AND LOCKABLE UTILITY METER AC DISCONNECT SYSTEM: MAIN SERVICE INVERTER EQUIPPED SYSTEM SIZE(DC):17 X 365=6.205 kW SYSTEM SIZE(AC):5.000 kW @ 240V PANEL ,,P• LU MODULES:17 X LONGI SOLAR: WITH RAPID SHUTDOWN LII LR4-6OHPH-365M OPTIMIZERS:17 X SOLAREDGE S440 INVERTER:SOLAREDGE SE5000H-USRGM (n [S11] /*$* /. 1r4*JUNCTION BOX %* 00 17 PV MODULES ,� � I REVISIONS WARNING NO. REVISED BY DATE TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL N .2• ' freedFoEm FREEDOM FOREVER LLC 135 ROBERT TREAT PAINE DR.,TAUNTON, MA 02780 Tel:(800)385-1075 GREG ALBRIGHT NOTES: c 1. NEC ARTICLES 690 AND 705 AND IRC SECTION R324 MARKINGS SHOWN HEREON. CONTRACTOR LICENSE: 2. ALL MARKING SHALL CONSIST OF THE FOLLOWING: HOME IMPROVEMENT CONTRACTOR 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: 251397 7/29/2022 N.I.C. PV-7A 1 -10 11 -20 21 -30 31 -40 41 -50 51 -60 SOLAREDGE OPTIMIZER CHART 1 2 3 CLIENT: KUNG CHEN 280 BRIDGE STREET,NORTHAMPTON,MA 01060 4 AHJ:CITY OF NORTHAMPTON(MA) UTILITY:NG-NATIONAL GRID(MA) PHONE:(413)313-9076 5 SYSTEM: SYSTEM SIZE(DC):17 X 365=6.205 kW SYSTEM SIZE(AC):5.000 kW @ 240V MODULES:17 X LONGI SOLAR: LR4-6 6 INVER ER S65M OPTIMIZERS:17 X SOLAREDGE S440 INVERTER:SOLAREDGE SESOOOH-USRGM */////////////////////////1/1111riop (SI1] 7 **� REVISIONS NO. REVISED BY DATE 8 - - • - -- -#-reedom FOREVER9 FREEDOM FOREVER LLC 135 ROBERT TREAT PAINE DR.,TAUNTON, MA 02780 Tel:(800)385-1075 GREG ALBRIGHT 10 rAt14-1 CONTRACTOR LICENSE: HOME IMPROVEMENT CONTRACTOR 198080; BUSINESS ELECTRICAL CONTRACTOR LICENSE 902-EL-A1;CONSTRUCTION SUPERVISOR LICENSE CS-111662;MASTER ELECTRICIAN 1136 MR OPTIMIZER CHART JOB NO: DATE: DESIGNED BY: SHEET: 251397 7/29/2022 N.I.C. PV-8 SAFETY PLAN MARK UP KEY INSTRUCTIONS: OP PERMANENT ANCHOR 1. USE SYMBOLS IN KEY TO MARK UP THIS SHEET. OT TEMPORARY ANCHOR 2. SAFETY PLAN MUST BE MARKED BEFORE JOB STARTS AS PART OF THE PRE-PLAN IL INSTALLER LADDER 3. DOCUMENT ALL ADDITIONAL HAZARDS ON THIS PAGE & MAKE NOTES ON THE JHA SHEET B JUNCTION / COMBINER BOX IN CASE OF EMERGENCY S STUB-OUT INJURY HOTLINE tfr X SKYLIGHT (855)400-7233 NO LADDER ACCESS (STEEP GRADE OR GROUND LEVEL NEAREST HOSPITAL OR OCCUPATIONAL/INDUSTRIAL CLINIC OBSTRUCTIONS) NAME: '' \ CLIENT: RESTRICTED ACCESS K20 UNG CHEN80 ORIDGESTREET,NORTHAMPTON,MA 0 ADDRESS: AHJ:I CITY OF NATO AL GRID(MA) UTILITY:NG-NATIONAL GRID(MA) CONDUIT PHONE:(413)313-9076 SAFETY COACH CONTACT INFORMATION NAME: GAS SHUT OFF SYSTEM: SYSTEM SIZE(DC):17 X 365=6.205 kW PHONE NUMBER: • WATER SHUT OFF SYSTEM SIZE(AC):5.000 kW @ 240V MODULES:17 X LONG!SOLAR: LR4-60HPH-365M ALL EMPLOYEES ON SITE SHALL BE MADE AWARE OF THE OPTIMIZERS:17 X SOLAREDGE S440 O SAFETY PLAN AND SIGN INDICATING THAT THEY ARE 7 SERVICE DROP INVERTER:SOLAREDGE SE5000H-USRGM [SIll AWARE OF THE HAZARDS ON-SITE AND THE PLAN FOR WORKING SAFELY. CI POWER LINES NAME SIGNATURE BREAK AND WATER LOG REVISIONS NO. REVISED BY DATE 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 - - - - �2• freedom NAME 0800HRS 0900HRS 1000HRS 1100HRS 1200HRS 1300HRS 1400HRS 1500HRS 1600HRS 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-At;CONSTRUCTION SUPERVISOR LICENSE CS-111662;MASTER ELECTRICIAN 1136 MR DATE: TIME: SAFETY PLAN JOB NO: DATE DESIGNED BY: SHEET: • 251397 7/29/2022 N.I.C. 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 ' 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 Define the Hazard: Method/steps to prevent incident: • 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 Handling and Storage during high heat conditions. CLIENT: KUNG CHEN • 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 280 BRIDGE STREET,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 AHJroof will be physically protect from failingor slidingoff. (move,drill, cut fracture,etc.) • Identifythe location of the closet Occupational/Industrial Clinic UTILITY: 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. PHONE:(413)313-9076 Fall Protection Asbestos-containing duct wrapping (ACW)-do not disturb, no • 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):17 X 365=6.205 kW • First-person-Up(FPU)must install their anchor and connect SYSTEM SIZE(AC):5.000 kW @ 240V before any other task, including installing other anchors.The • Who will replenish the drinking water(name): MODULES:17 X LONG!SOLAR: LPD must be the onlyperson on a roof LR4-60HPH-365M Last-Person-Down (LPD) OPTIMIZERS:17 X SOLAREDGE S440 uninstalling fall protection. INVERTER:SOLAREDGE SE5000H-USRGM • FPCP(name and title): Restroom facilities [S11] • 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 been granted prior to work. Weather and Environment • If Offsite,add location name and address: NO. REVISED BY DATE • 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 - - v FOREVER • 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, The Client and the Public shall be prevented from entering the roof. • Contactyour Manager MA0385o • g 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 r. • Company, Client and Public property shall be protected from subsides. Phone: i l,9 I _- falling objects. • Forecasted weather maximum temp(degrees f): ,),1 • 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-111662,MASTER ELECTRICIAN 1136 MR Workers. With:Your full name, phone number, office location, brief description SAFETY PLAN of what happen and when. JOB NO: DATE DESIGNED BY: SHEET: 251397 7/29/2022 N.I.C. PV-10 III HI-MO 4m H LR4-60HPH 350-380M I- MO 4m ,. 20.9% 0-+5W <2% 0.55% HALF-CELL MAX MODULE POWER FIRST YEAR YEAR 2-25 - EFFICIENCY TOLERANCE POWER DEGRADATION POWER DEGRADATION Lower operating temperature LR4-60HPH . Additional Value 350....,380m 25-Year Power Warranty tao% • Suitable for distributed projects 84.80% - e • Advanced module technology delivers superior 8,.2% +1a5 module efficiency 87.796 .2.50M +3.35% •M6 Gallium-doped Wafer •9-busbar Half-cut Cell 845% • Excellent outdoor power generation performance ° • High module quality ensures long-term reliability r•/ 1 t5 20 zs' Units:mm 1755 _ 1300 990 Mechanical Parameters I _ --, 1' Cell Orientation 120(6 x 20) A t J/ 12-yearWarrantyfor Junction BoxP68,threediodes -- l J �\/% Materials and Processing �� Output Cable 4mm2,1200mm length can be customized I �I 25 year Warranty for Extra Glass Single glass,3.2mm coated tempered glass ?I \L/J/ Linear Power Output Frame Anodized aluminum alloy frame Weight 19.5kg QT11 Dimension 1755x1038x35mm II IU o I Packaging 30pcs per pallet/18opcs per 20'GP/780pcs per 40'HC 9 J 1 A-A 2/ Electrical Characteristics STC:AM1.5 1000W/rn2 25°C festuncenaintyforpmax:±3% r' PowerCiass 350 355 360 365 370 375 380 Maximum Power(Pmax/W) 350 355 360 365 370 375 380 Open Circuit Voltage(Voc/V) 40.1 40.3 40.5 40.7 40.9 41.1 41.3 Short Circuit Current(Isc/A) 11.15 11.25 11.35 11.43 11.52 11.60 11.69 Voltage at Maximum Power(Vmp/V) 33.6 33.8 34.0 34.2 34.4 34.6 34.8 Current at Maximum Power(Imp/A) 10.42 10.51 10.59 10.68 10.76 10.84 10.92 Module Efficiency(%) 19.2 19.5 19.8 20.0 20.3 20.6 20.9 Operating Parameters Mechanical Loading Operational Temperature -40°C-+85°C Front Sde Maximum Stat c Loading 5400Pa Complete System an Power Output Tolerance 0-+5W Rear Side Maximum Static Loading 2400Pa Product Certifications Voc and lsc Tolerance ±3% Hailstone Test 25mm Hailstone at the speed of 23m/s IEC 61215,IEC 61730,UL 61'30 Maximum System Voltage DC1500V(IEC/UL) ISO 9001:2008:ISO Quality Management System - Maximum Series Fuse Rating 20A Temperature Ratings(STC) ISO 14001:2004:ISO Environment Management System - Nominal Operating Cell Temperature 45±2°C Temperature Coefficient of Ix +0.048%/°C TS62941:Guideline for module design qualltication and type approval Protection Class Class II Temperature Coefficient of Voc -0.270%rC OHSAS 18001:2007 Occupational Health and Safety Fire Rating UL type 1 or 2 Temperature Coefficient of Pmax -0.350%/°C • G' Floor 19,Lujiazui Financial Plaza,Century Avenue Specifications included in this datasheet ► • 826,Pudong Shanghai,China are subject to change without notice. o r Tel:+86-21-80162606 LONGi reserves the right of final �' G I interpretation.(20201231V12) Web:en.longi-solarcom / Power Optimizer —0 For North America Power Optimizer S440, S500 S440 S500 Unit For North America INPUT Rated Input DC Power 440 500 W Absolute Maximum Input Voltage(Voc) 60 Vdc S440, S500 MPPT Operating Range 8-6o Vdc Maximum Short Circuit Current(Isc)of Connected PV Module 14.5 I 15 Adc Maximum Efficiency 99.5 % Weighted Efficiency 98.6 % Overvoltage Category II 2 OUTPUT DURING OPERATION Q Maximum Output Current 15 Adc YEAR Maximum Output Voltage 60 Vdc WARRANTY "0 OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer t+/-0.1 I Vdc • STANDARD COMPLIANCE I . —I Photovoltaic Rapid Shutdown System NEC 2014,2017&2020 i� EMC FCC Part 15 Class B,IEC61000-6-2,IEC61000-6-3 Safety IEC62109-1(class II safety),UL7741 • Material UL94 V-0,UV Resistant . ,• i E RoHS Ves Fire Safety VDE-AR-E 2100-712:2013-05 INSTALLATION SPECIFICATIONS • N Maximum Allowed System Voltage 1000 • Vdc Dimensions(W x L x H) 129x153x30/5.07x6.02x'..'B mm/in Weight(including cables) 655/15 gr/Ib Input Connector MC419' • Input Wire Length 0.1/0.32 m/ft Output Connector MC4 Output Wire Length (+)2.3,(-)0.10/(+)7.54,(-)0.32 m/ft Operating Temperature Rangev -40 to+85 °C • Protection Rating IP68/Type6B Relative Humidity 0-100 % (1)Rated power of toe module at STC will not exceed the power optimizer Rated Input DC Power.Modules with us to.5%power tolerance are allowed (2)For other connector types please contact SolarEcge (3)For ambient temperature above-70'C/*158'F power de-rating is applied.Reer to Power Optimizers Temperature De-Rating 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 (Power Optimizers) 5440,5500 8 4 8 Maximum String Length(Power Optimizers) 25 50 / Specifically designed to work with SolarEdge / Faster installations with simplified cable management Maximum Nominal Power per String 5700(6000 with SE7600-US-SE11400-U) 6000 275e w residential inverters and easy assembly using a single bolt Maximum Allowed Connected Power per String(II One String 7200W (Permitted only when toe difference in connected power oetween 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 or Orientations V (4)A string with more than 30 optimizers does not meet NEC rapid shutdown requirements:safety voltage will be above the 30V requirement preventing potential safety issues* (5)If the inverters rated AC power<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.solaredgecorn/ sites/defaulVfi'es/se-power-optimizer-sing le-stri ng-design-application-note.pd` / Compatible with bifacial PV modules (6)It is not allowed to mix S•series and P series Power Optimizers in new installations MaduTe=level voltage s-hutdown or installer an firefighter safety / Meets NEC requirements for arc fault protection(AFCI) ,\ and Photovoltaic Rapid Shutdown System(PVRSS) 4` / Superior efficiency(99.5%) 4 \�'•aiMi n _ �, /. 4,'/ 4. w ..4.' t,s / Mitigates all types of module mismatch loss, ;`' '/ • from manufacturing tolerance to partial shading / T. cg. O 'Ezoected availabtlty in 2022 solaredge.com solar • • -... i c SolarEdge Technologies,Inc.All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREOGE are trademarks or registered trademarks of SolarEdge Technologies, Gus RoHS Inc All other trademarks mentioned herein are trademarks of their respecter owners.Date February8 2022 O5- 18-NA.Subject to change without notice- / Single Phase Inverter F---i with HD-Wave Technology for North America _ SE3000H-I S -US 800H ESnnnu-i iS / SE6000H-US/ Single• Phase Inverter SE7600H-US / SE10000H-US / SE11400H-US • SE3000H-US SE3800H-US SE5000H-US SE6000H-US SE7600H-US SE10000H-US SE11400H-US with I-I D-Wave Te c h n 010 OUTPUT , Technology 800 @ 240V 6000 @ 240V 11400 @ 240V Rated Al_AC Power Output 3000 5000 7600 10000 VA p 3300 @ 208V 5000 @ 208V 10000 @ 208V 3800 @ 240V 5000 @ 208V ( 11400 @ 240V for North America Maximum AC Power Output 3000 5000 7600 10000 VA 3300 @ 208V 5000 @ 208V 10000 @ 208V SE3000H-US / SE3800H-US / SE5000H-US / SE6000H-US / ACChitputVoltageMin.Nom.Max. (2 11-240-264) AC Output geMin-NDm-Max. Vac SE7600H-US / SE10000H-US / SE11400H-US - ( - 8 9, Iv Vac 12-2 5 m AC Frequency(Nominal) 59.3-60-60.5'' Hz Maximum Continuous Output I I YEAR Current @240V 12.E- 16 21 25 32 42 47.5 A solarT.!' ;,;,. WARRANTY 71:1 Maximum Continuous Output 16 24 48.5 A V) Current @208V GFDI Threshold 1 A O solar, ?[ ,,,; 0 Utility Monitoring,Islanding Protection, �� Country Configurable Thresholds Yes 1 0 INPUT Maximum DC Power @240V 4650 5900 7750 9300 11800 15500 17650 W Maximum DC Power @208V - 5100 - 7750 - 15500 W 0 •.• Transformer-less,Ungrounded Yes Maximum Input Voltage 480 Vdc i •••• ' — w • • u • *!* Nominal DC Input Voltage 380 400 Vdc Maximum Input Current @240V1" 8.5 i 10.5 13.5 16.5 20 27 30.5 Adc i ® • i 0 • Maximum Input Current @208VI=' - i 9 - I 13.5 - - 27 Adc `3.1,_.„�r .... , . ._„,.. .. ...... _,_._ e ~r Max.Input Short Circuit Current 45 Adc j 0 •I Reverse-Polarity Protection Yes ® Ground-Fault Isolation Detection 600kcr Sensitivity I 11. Maximum Inverter Efficiency 99 99.2 % CEC Weighted Efficiency 99 99 @ 240V % 98.5 @ 208V 0 • •' Nighttime Power Consumption <2.5 W up "^ ADDITIONAL FEATURES Supported Communication Interfaces R5485,Ethernet,ZigBee(optional),Cellular(optional) Revenue Grade Data,ANSI C12.20 Optional,' Rapid Shutdown-NEC 2014 and Automatic Rapid Shutdown upon AC Grid Disconnect O timized installation with HD-Wave technolo 2017 690.12 p 9Y STANDARD COMPLIANCE Safety UL1741,UL1741 SA,UL1699B,CSA C22.2,Canadian AFCI 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/14-6 AWG 1"Maximum/14-4 AWG DC Input Conduit Size/#of Strings/ 1"Maximum/1-2 strings/14-6 AWG 1"Maximum/1-3 strings/14-6 AWG / Fixed voltage inverter for longer strings / Outdoor and indoor installation AWG Range Dimensions with Safety Switch 17.7 x 14.6 x 6.8/450 x 370 x 174 21.3 x 14.6 x 7.3/540 x 370 x 185 in/ (HxWxD) mm / Integrated arc fault protection and rapid shutdown for / Optional: Revenue grade data,ANSI C12.20 Weight with Safety Switch 22/10 25.1/114 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 <50 l dBA Cooling Natural Convection / UL1741 SA certified, for CPUC Rule 21 grid Operating Temperature Range -13to+140/-25to+60"'(-40'F/-409Coption)'s i°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 will limit its input current to the values stated solar I a r , , Revenue grade inverter Pia ion refer to h ONNC2 solaredge.com ! `Re power de-rating inverter information refer OONN www;olaredye corn sites/defaulVfile/se-temperature-Berating-r ote-na pdf -40 version P/N:SExxxxld-USOCONNU4 C SolarEdge Technologies,Inc.AO rights 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.032019N01/ENG NAM.Subject to change without notice. ©2016 Eaton. All rights reserved. pe.eaton.com 'I. .1 d , Eaton general duty cartridge fuse safety switch r DG222NRB 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 FLASHKIT PRO :iUNIRAC FLASHKIT P :iUNIRAC I RAC FEATURING 0 SHED&SEAL TECHNOLOGY INSTALLATION GUIDE FEATURING®SHED&SEAL TECHNOLOGY FLASHKIT PRO is the complete attachment solution for composition shingle roofs. Featuring Unirac's patented FLASHKIT PRO IS THE COMPLETE FLASHING AND ATTACHMENT SOLUTION FOR COMPOSITION ROOFS. SHED & SEAL technology, a weather proof system which provides the ultimate protection against roof leaks. , Kilted in 10 packs for maximum convenience, flashings and hardware are available in Mill or Dark finishes. STEP1 STEP 2 v STEP 3 1 r With FLASHKIT pro,you have everything you need for a quick, professional installation. UNIRAC it— s r INSTALL FLASHKIT PRO FLASHING INSTALL L-FOOT ATTACH L-FOOT TO RAIL YEAR � 1 FR E SYSIENI PRE-INSTALL •Drive the lag bolt down until the L-foot is held firmly in place. It is WARRANTY .-,y normal for the EPDM on the underside of the stainless steel backed •Locate roof rafters and snap chalk lines to mark the installation EPDM washer to compress and expand beyond the outside edge of point for each roof attachment. the steel washer when the proper torque is applied. l _ R •Drill a 7/32-pilot hole at each roof attachment.Fill each pilot hole TIP: with sealant. - •Use caution to avoid over-torqueing the lag bolt if using an impact driver. STEP 1 INSTALL FLASHKIT PRO FLASHING •Repeat Steps 1 and 2 at each roof attachment point. - •Add a U-shaped bead of roof sealant to the underside of the flashing STEP 3 ATTACH L FOOT TO RAIL with the open side of the U pointing down the roof slope. Slide ...G-7----9> the aluminum flashing underneath the row of shingles directly up •Insert the included 3/8"-16 T-bolts into the lower slot on the Rail "9e— slope from the pilot hole as shown.Align the indicator marks on the (sold separately).spacing the bolts to match the spacing between lower end of the flashing with the chalk lines on the roof to center the roof attachments. the raised hole in the flashing over the pilot hole in the roof.When installed correctly,the flashing will extend under the two courses of •Position the Rail against the L-Foot and insert the threaded end of i shingles above the pilot hole. the T-Bolt through the continuous slot in the L-Foot.Apply anti-seize JI ' ( ` I f to bolt threads to prevent galling of the T-bolt and included 3/8" serrated flange nut. Place the 3/8- flange nut on the T-bolt and �,- 'r < - --_ STEP 2 INSTALL L-FOOT finger tighten.Repeat STEP 3 until all L-Feet are secured to the Rail i`` with a T-bolt.Adjust the level and height of the Rail and torque each ,� •Fasten L-foot and Flashinginto lace by passing the included la p g g bolt to Soft lbs. bolt and pre-installed stainless steel-backed EPDM washer through TRUSTED WATER SEAL FLASHINGS YOUR COMPLETE SOLUTION CONVENIENT 10 PACKS the[foot EPDM grommet,and the raised hole in the flashing.into the pilot hole in the roof rafter. FEATURING 0 SHED&SEAL TECHNOLOGY Flashings.lags.continuous slot L-Feet and hardware Packaged for speed and ease of handling THE COMPLETE ROOF ATTACHMENT SOLUTION FASTER INSTALLATION . 25-YEAR WARRANTY. FOR QUESTIONS OR CUSTOMER SERVICE VISIT UNIRAC.COM OR CALL (505) 248-2702 FOR QUESTIONS OR CUSTOMER SERVICE VISIT UNIRAC.COM OR CALL (505) 248-2702 SOLARMOUNT :i: UNIRA :•!.. NI RA SOLARMOUNT is the professionals' choice for residential PV mounting applications. Every aspect of the BETTER DESIGNS ` system is designed for an easier, faster installation experience. SOLARMOUNT is a complete solution with �t TRUST THE INDUSTRY'S BEST DESIGN TOOL CONCEALED UNIVERSAL /� revolutionaryuniversal clams, FLASHKIT PRO, full system UL 2703 certification and 25-year warrant Not Start the design process for every project in our U-Builder online design tool. ENDCLAMPS p y v y. I�j ,� It s a great way to save time and money. only is SOLARMOUNT easy to install, but best-in-class aesthetics make it the most attractive on any block! BETTER SYSTEMS ONE SYSTEM-MANY APPLICATIONS 7:1.1 Quickly set modules flush to the roof on steep pitched roofs.Orient a large variety of modules in Portrait or Landscape.Tilt the system up on flat or low slow roofs. ti END CAPS INCLUDED Components available in mill clear and dark finishes to optimize your design financials WITH EVERY ENDCLAMP - and aesthetics. BETTER RESULTS _1 MAXIMIZE PROFITABILITY ON EVERY JOB CONCEALED Trust Unirac to help you minimize both system and labor costs from the time the job is UNIVERSAL quoted to the time your teams get off the roof.Faster installs.Less Waste.More ProfitsflierCLAMPS UNIVERSAL SELF :.UNIRAC BETTER SUPPORT STANDING MIDCLAMPS til WORK WITH THE INDUSTRIES MOST EXPERIENCED TEAM Professional support for professional installers and designers.You have access to � r our technical support and training groups.Whatever your support needs. we've got — - \ VL�11 You covered.Visit Unirac.com/solarmount far more information. New & Improved: OPTIONAL �� THE PROFESSIONALS' CHOICE TRIM FULL SYSTEM \� CHOICE WARRANTY ' U-BUILDER ONLINE DESIGN With Superior Aesthetics — TOOL SAVES TIME & MONEY e ONDING&GROUNDING Visit design.unirac.com OF- M ECHANICAL LOADING ! UL2103 ,BYSTEMFIRECLASSIFICATION • UNIRAC CUSTOMER SERVICE MEANS THE HIGHEST LEVEL OF PRODUCT SUPPORT r ..or ;- a DI A NOW WITH ONWERSALMIDCLAPAPS UNMATCHED CERTIFIED ENGINEERING BANKABLE DESIGN PERMIT c i orni.I is R i -a,,har it`,oluti,,- Accommodates 30mm-51mm module frames Concealed design and included End Caps EXPERIENCE QUALITY EXCELLENCE WARRANTY TOOLS DOCUMENTATION 1EATURING 0 SHED s SEAL,[CHNGLGGV One tool,one person installs are here! TECHNICAL SUPPORT CERTIFIED QUALITY PROVIDER BANKABLE WARRANTY Unirac's technical support team is dedicated to answering Unirac is the only PV mounting vendor with ISO Don't leave your project to chance.Unirac has the questions&addressing issues in real time.An online certifications for 90012008.14001.2004 and OHSAS financial strength to back our products and reduce your risk. THE PRO FESSIO lstamped tain edlett rsants dtechnicaldg tasheetgreatly f1or ndbumeonsweseceerihehionsdimonstras ecepeace qu mind tySOLARMOUNT are pcoveeg products ya25yar siaaryofdocumendtecludinldataseeringreort for fit.form.andfunction.These certificationsdemonstraie exceplionalquality.SOLARMOUNTiscoveredbya25year simplifies your permitting and project planning process. our excellence and commitment to first class business practices limited product warranty and a5year limited finish warranty . 1,111111111111111111 I'll''"11111111111111H1111111111111111111111111111111111111111111111111111111111111111111111111111H11111111111111111111111111111111111111111111,111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 BEST INSTALLATION EXPERIENCE•CURB APPEAL•COMPLETE SOLUTION•UNIRAC SUPPORT ENHANCE YOUR REPUTATION WITH QUALITY RACKING SOLUTIONS BACKED BY ENGINEERING EXCELLENCE AND A SUPERIOR SUPPLY CHAIN FOR OUESTIONS OR CUSTOMER SERVICE VISIT UNIRAC.COM OR CALL (505) 248 2702 Pue2018Auc31-PRrrrrrpleorr FOR QUESTIONS OR CUSTOMER SERVICE VISIT UNIRAC.COM OR CALL (505) 248-2702 CSA CSA GROUP'" GROUP' Certificate:70131735 Master Contract: 266909 Certificate of Comp liance Project: 80082031 Date Issued: 2021-06-02 Certificate: 70131735 Master Contract: 266909 The system listed is designed to provide bonding/grounding,and mechanical stability for photovoltaic modules. Project: 80082031 Date Issued: 2021-06-02 The system is secured to the roof with the L-Foot components through the roofing material to building structure. Modules are secured to the racking system with stainless steel or aluminum mid clamps and Aluminum end Issued To: Unirac clamps. The modules are bonded to the racking system with the stainless-steel bonding mid clamps with piercing 1411 Broadway NE points.The system is grounded with 10 AWG copper wire to bonding/grounding lugs.Fire ratings of Class A Albuquerque, New Mexico,87102 with Type 1,2,3, 10, 19,22 or 25 for steep slope.Tested at 5"interstitial gap which allows installation at any United States stand-off height. Attention: Klaus Nicolaedis The grounding of the system is intended to comply with the latest edition of the National Electrical Code,to include NEC 250&690. Local codes compliance is required,in addition to national codes.All grounding/bonding connections are to be torqued in accordance with the Installation Manual and the settings used The products listed below are eligible to bear the CSA Mark shown with during the certification testing for the current edition of the project report. adjacent indicators 'C' and 'US'for Canada and US or with adjacent indicator 'US'for US only or without either indicator for Canada only. The system may employ optimizers/micro-inverters and used for grounding when installed per installation instructions. UL 2703 Mechanical Load ratings: Issued by: i'achaebHOK'''ae' Downward Design Load(lb/ft2) 113.5 Mchael Hoff nagle Upward Design Load (lb/ft2) 50.7 Down-Slope Load(Ib/ft2) 16.13 US Test Loads: Downward Load (lb/ft2) 170.20 Upward Load (lb/ft2) 76.07 Down-Slope Load(lb/ft2) 24.2 PRODUCTS CLASS -C531302-POWER SUPPLIES - PHOTOVOLTAICS-PV Racking and clamping systems Unirac Large Array CLASS -C531382-POWER SUPPLIES - PHOTOVOLTAICS-PV Racking and clamping systems- Certified to US Standards ULA is a ground mount system using the SolarMount(SM)platform for the bonding and grounding of PV modules. ULA aluminum components merge with SM rails and installer-supplied steel pipe. The SM rail system is secured to the horizontal Pipe using the Rail Bracket components. The Rear and Front cap secures the Models: SM - SOLARMOUNT Flush-to-Roof is an extruded aluminum rail PV horizontal Pipe to the vertical Pipe.The Front cap is also used to secure the Cross brace.A Slider is attached to racking system that is installed parallel to the roof in landscape or the vertical Pipe to secure the Cross brace.The SM rails,caps,slider,rail brackets,and cross braces materials are portrait orientations. 6105-T5 aluminum extrusion.Fasteners materials are 304 stainless steel. Horizontal and vertical pipe materials UI.A - Unirac Large Array is a ground mount system using the meet the minimum requirements of ASTM A53 for galvanized steel pipe in 2"and 3"diameter. SolarMount (SM) platform for the bonding and grounding of The mechanical load ratings from the SM test data will be applied to the ULA modeL PV modules. Solarmount Fire Testing is not applicable due to being a ground mount system. DOD 507 Rev.2019-04-30 ©2018 CSA Group. All rights reserved. Page I DOD 507 Rev.2019-04-30 ©2018 CSA Group. All rights reserved. Paec U, CM, c .E ...c c c `c `c _ A. 8 _ m L �� Certificate TUV Rheinland PTL >C Certificate US 82160015 01 Z laa = ma Holder: Manufacturing Plant: z Unirac Inc. UniracInc. J ( m 1411 Broadway NE 1411 Broadway NE It 0 Albuquerque NM 87102 Albuquerque NM 87102 \ USA USA l LI O N O tb N N .-i t/1 r,:t ri O O .--1 O .-H O Test report no.: USA-31440029 005 Client Reference:Tom Young Tested to: UL 2 7 0 3:2 015 O N 3- ,= :2 Z o Certified Product: Module Rack Mounting System License Fee-Units cc (b Lrl r r N t!1 tl N N o o - D Model Designation: SolarMount (SM) 7 O , n .0 M -1 O co N t/1 N 6,6 O O O O O O Max System Voltage of PV Module: 1000 VDC Max Size of PV Module: 20.8 sq.ft. surface area Max Overcurrent Protection Rating of PV Module: 30 A when using the qualified grounding lugs; 20 A when using the Enphase micro inverter EGC. __ g __ Fire Rating: Class A when installed with 4J Type 1, Type 2, Type3, or Type 10 fire rated modules. -c =Inn. n' (continued) Z z Z I- Appendix: 1, 1-5 o w y M g a C •r2 O O� O to t0 M �O to n e-i O r-1 O to N VI .-i O O O O O O C) O --IIM- Licensed Test mark: Date of Issue (day/mo/yr) _ _ n ^ N 27/07/2016 N '5 x Q a X X Q Q 4:1011Q c X T X < X L Q Q Z Z A. O O ‹ > > ce cc r r TUVRheinland Q J J = Z o 0 w Z >- .■ O o 0 > T H = w r O 0 t7 l7 US ■■■ W t� z z 0 O u 0 t+ w t`'"ii Z Z r r 0 0 = p in 0 0 Z Z O O Q. 00 ¢ v v"'i (A F f ez cc TUV Rheinland PTL,LLC,1107 W.Fairmont Drive.Building A.Tempe,Arizona 85282.Tel(480)966-1700,Fax(775)314-6458 Pzs structural structural ENGINEERS ENGINEERS June 15,2020 Unirac Components and Cladding Roof Zones: 1411 Broadway Blvd.NE The Components and Cladding Roof Zones shall be determined based on ASCE 7-05,ASCE 7-10&7-16 Component and Albuquerque,NM 87102 Cladding design. Attn.:Unirac-Engineering Department Notes: 1)U-builder Online tool analysis is only for Unirac SM SOLARMOUNT Rail Flush systems only and do not include roof capacity check. Re:Engineering Certification for the Unirac U-Builder 2.0 SOLARMOUNT Flush Rail 2)Risk Category II per ASCE 7-16. 3)Topographic factor,kzt is 1.0. PZSE,Inc.-Structural Engineers has reviewed the Unirac SOLARMOUNT rails,proprietary mounting system constructed 4)Array Edge Factor YE=1.5 from modular parts which is intended for rooftop installation of solar photovoltaic(PV)panels;and has reviewed the U 5)Average parapet height is 0.0 ft. builder Online tool.This U-Builder software includes analysis for the SOLARMOUNT LIGHT rail,SOLARMOUNT 6)Wind speeds are LRFD values. STANDARD rail,and SOLARMOUNT HEAVY DUTY rail with Standard and Pro Series hardware. All information,data and 7)Attachment spacing(s)apply to a seismic design category E or less. analysis contained within are based on,and comply with the following codes and typical specifications: 1. Minimum Design Loads for Buildings and other Structures,ASCE/SEI 7-05,ASCE/SEI 7-10,ASCE/SEI 7-16 Design Responsibility: 2. 2006-2018 International Building Code,by International Code Council,Inc.w/Provisions from SEAOC PV-2 2017. The U-Builder design software is intended to be used under the responsible charge of a registered design professional 3. 2006-2018 International Residential Code,by International Code Council,Inc.w/Provisions from SEAOC PV-2 where required by the authority having jurisdiction.In all cases,this U-builder software should be used under the 2017. direction of a design professional with sufficient structural engineering knowledge and experience to be able to: 4. AC428,Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic(PV)Panels,November • Evaluate whether the U-Builder Software is applicable to the project,and 1,2012 by ICC-ES. • Understand and determine the appropriate values for all input parameters of the U-Builder software. 5. 2015 Aluminum Design Manual,by The Aluminum Association,2015 Following are typical specifications to meet the above code requirements: This letter certifies that the Unirac SM SOLARMOUNT Rails Flush,when installed according to the U-Builder engineering report and the manufacture specifications,is in compliance with the above codes and loading criteria. Design Criteria: Ground Snow Load=0-100(psf) Basic Wind Speed=85-190(mph) This certification excludes evaluation of the following components: Roof Mean Height=0-60(ft) 1) The structure to support the loads imposed on the building by the array;including,but not limited to:strength Roof Pitch=0-45(degrees) and deflection of structural framing members,fastening and/or strength of roofing materials,and/or the effects Exposure Category=B,C&D of snow accumulation on the structure. Attachment Spacing: Per U-builder Engineering report. 2) The attachment of the SM SOLARMOUNT Rails to the existing structure. 3) The capacity of the solar module frame to resist the loads. Cantilever: Maximum cantilever length is L/3,where"L"is the span noted in the U-Builder online tool. This requires additional knowledge of the building and is outside the scope of the certification of this racking system. Clearance: 2"to 10"clear from top of roof to top of PV panel. If you have any questions on the above,do not hesitate to call. Tolerance(s): 1.0"tolerance for any specified dimension in this report is allowed for installation. Prepared by: \SH OFMgss Installation Orientation: See SOLARMOUNT Rail Flush Installation Guide. , q/ PZSE,Inc.—Structural Engineers �% PAUL K. Landscape-PV Panel long dimension is parallel to ridge/eave line of roof and the PV o Roseville,CA ZACHER m panel is mounted on the long side. RUCTURAL Portrait-PV Panel short dimension is parallel to ridge/eave line of roof and the PV panel No.501O0 y is mounted on the short side. �o� %rE' SSIpNALet'G 1478 Stone Point Drive,Suite 190, Roseville,CA 95661 1478 Stone Point Drive,Suite 190, Roseville,CA 95661 T 916.961.3960 F 916.961.3965 W www.pzse.com f of 2 T 916.961.3960 F 916.961.3965 W www.pzse.com 2 of 2 Experience Integrity I Empowerment Experience I Integrity I Empowerment ECOFASTEN 280 Bridge Street DESIGN ASSISTANT ADDRESS 41 280 Bridge Street, Northampton, ody�`P p MA 01060, USA, 01060 yq �P Created for Natalie Cruz A ® lD SPECIFICATIONS STRUCTURAL ASCE CODE 7-16 Roofing Type Composition Shingle SYSTEM ClickFit Rafter Spacing 24 " Total Power 6.21 kW Roof Shape Gable Total Modules 17 Building Risk Category I I Wind Exposure Category B Code Compliance IBC 2018, IRC 2018 Wind Speed 115 mph CBC/CRC 2019, FBC 2020 Snow Load 40 psf Total Project Weight 2203 lbs Total numbers of arrays 2 ADDITIONAL INFORMATION Created By Natalie Cruz User Email nataliecruz@freedomforever.com Created NaN/NaN/NaN 280 Bridge Street Page 1 ECOFASTEN DESIGN ASSISTANT Bill of Materials Manufacturer Part Description Project Box Count Total Modules Longi Solar LR4-60HBD-365M (30mm) 1791 mm(70.51") x 1052mm(41.42") 17 - Rails & Splices ClickFit 2012025 CF STD RAIL MLL AL 171.5 16 - ClickFit 2012013 CF RAIL SPLICE 10 50 Clamps & Grounding ClickFit 2099016 CF END CLAMP 30MM BLK 20 50 ClickFit 2099022 CF MID CLAMP SHORT BLK 24 50 ClickFit N/A Grounding lug (Not Provided By 2 - EcoFasten) ClickFit 4011011 Module Jumper 3 - Mounts & L-F t ClickFit 2012022 CF UNIV L-FOOT MLL 3" 44 50 ClickFit 3012020 GF-1 FLASHING GLV BLK 8 x 10" 44 50 Accessories ClickFit 2012015 Skirt Clamp 11 25 ClickFit 2012020 CF WIRE MGMT CLIP 17 1000 ClickFit 2012024 CF END CAP 20 50 ClickFit 2099027 Array Skirt 68 in 30mm 9 8 Please Note: *BoM and array calculations/designs are provided using only Roof Zone 7 mount spacing and cantilever values.User should verify roof region location of components and modules prior to installing system.If located in roof regions 2 and 3 please see manufacturer's span tables for guidance or consult with the project's Engineer of Record. 280 Bridge Street Page 2 ECOFASTEN DESIGN ASSISTANT IN ® III ■ iii ® I ill . 14'0" 111 i 111 ill _ _ II fil II I_ II 111 III i 1II II ii • ii- - • li iii - - I III • 10'6" III il 111 ® Ni- iii - - ii . N ■ ■ • 11 14,0„ iii N 7'0' li ••••••,-, . 111 ll iti II OM il 3'5' ill ■ . m 71 29'8" 1'10" 26'0" 1'10" IN IN I mim ■ II Mount Rail Splice Mid Clamp End Clamp Rafter Skirt Skirt Clamp Module Jumper Ground Lug ArrayI Power Output: 5.475kW Longi Solar,LR4-60HBD-365M(30mm) Max Cantilever: Normal(Exposed) • Zone1': 31.3"(27.3") Modules: 15 70.51"Long x 41.42"Wide • Zone1: 31.3"(27.3") • Zone2e: 31.3"(27.3") Azimuth: 203° Exposed Panel Yes • Zone2r: 31.3"(27.3") Roof Height: 30' Number Of Mid Clamps: 22 • Zone2n: 30.3"(26.3") • Zone3e: 28"(24.3") Roof Slope: 35°or 8:12 Number Of End Clamps: 16 - Zone3r: 30.3"(26.3") Rafter Spacing: 24" Total Racking and Panel Weight: 1929 lbs Max Mount Spacing: Normal(Exposed) • Zone1': 72"(72") Staggered Mounts Required: No Total Racking Weight: 1135 lbs • Zone1: 72"(72") • Zone2e: 72"(72") Average Weight/Mount: 129 lbs • Zone2r: 72"(72") Distributed Weight/Panel Area: 6.341 psf • Zone2n: 72"(72") • Zone3e: 72"(72") • Zone3r: 72"(72") Please Note: *BoM and array calculations/designs are provided using only Roof Zone 1 mount spacing and cantilever values.User should verify roof region location of components and modules prior to installing system.If located in roof regions 2 and 3 please see manufacturer's span tables for guidance or consult with the project's Engineer of Record. "Roof height application range for ClickFit spans is 30ft or less. "Splice images shown are for reference only. Please ensure splice rules specified in certification letters are followed. I *The layout mount spacing provided is based on the allowable spans for the ClickFit components only for those components shipped from the EcoFasten Atlanta,GA walrehouse. Pa e3 280 Bridge Street 9 it ECOFASTEN DESIGN ASSISTANT ■ ■ ■ 3. 5" 1 5.. • 111 ■ ■ , 111 -■ ■ 11' 10" 1' 11" 8" O 111111 • ■ ■ ■ Mount Rail Splice Mid Clamp End Clamp Rafter Skirt Skirt Clamp Module Jumper Ground Lug Array2 Power Output: 0.73kW Longi Solar,LR4-60HBD-365M(30mm) Max Cantilever. Normal(Exposed) • Zone1': 31.3"(27.3") Modules: 2 70.51"Long x 41.42"Wide • Zone1: 31.3"(27.3") • Zone2e: 31.3"(27.3") Azimuth: 203° Exposed Panel Yes • Zone2r: 31.3"(27.3") Roof Height: 30' Number Of Mid Clamps: 2 • Zone2n: 30.3"(26.3") • Zone3e: 28"(24.3") Roof Slope: 35°or 8:12 Number Of End Clamps: 4 • Zone3r: 30.3"(26.3") Rafter Spacing: 24" Total Racking and Panel Weight: 274 lbs Max Mount Spacing: Normal(Exposed) • Zone1': 72"(72") Staggered Mounts Required: No Total Racking Weight: 169 lbs • Zone1: 72"(72") • Zone2e: 72"(72") Average Weight/Mount: 137 lbs • Zone2r: 72"(72") • Zone2n: 72"(72") Distributed Weight/Panel Area: 6.766 psf • Zone3e: 72"(72") • Zone3r: 72"(72") Please Note: *BoM and array calculations/designs are provided using only Roof Zone 1 mount spacing and cantilever values.User should verify roof region location of components and modules prior to installing system. If located in roof regions 2 and 3 please see manufacturer's span tables for guidance or consult with the project's Engineer of Record. °Roof height application range for ClickFit spans is 30ft or less. *Splice images shown are for reference only.Please ensure splice rules specified in certification letters are followed. *The layout mount spacing provided is based on the allowable spans for the ClickFit components only for those components shipped from the EcoFasten Atlanta,GA warehouse. 280 Bridge Street Page 4 ECOFASTEN DESIGN ASSISTANT Disclaimer: Ecofasten's free design tool "Ecofasten DA (TM)" provides its users with a basic ill of materials. Its output is not expressed or implied as guaranteed by us or our affiliates for use as a substitute for final en ineered layouts performed by a licensed engineer with expertise in EcoFasten's Code Complianc Report located at: https://ecofastensolar.com/downloads as well as all local building, fire and zoning codes and rdinances that govern any phase of the EcoFasten solar array design and engineering process. By using the "Ecofasten A (TM)" you are accepting these terms and conditions and you acknowledge foregoing and releasing Ecofasten along ith its agents and affiliates from any liability arising from, out of, or relating to your use of the EcoFasten system. 280 Bridge Street Page 5