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25C-124 (13) BP-2022-0359 212 BRIDGE ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 25C-124-001 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-2022-0359 PERMISSIONISHEREBYGRANTED TO: Project# 2022 SOLAR Contractor: License: Est. Cost: 6000 TESLA ENERGY OPERATIONS INC 101687 Const.Class: Exp.Date:09/13/2022 Use Group: Owner: A SHULMAN NAOMI Lot Size (sq.ft.) Zoning: URB Applicant: TESLA ENERGY OPERATIONS INC Applicant Address Phone: Insurance: 24 ST. MARTIN DRIVE BLDG 2 UNIT 978-570-6622 WC 1074584-04 II MARLBOROUGH, MA 01752 ISSUED ON:04/08/2022 TO PERFORM THE FOLLOWING WORK: RE-INSTALL EXISTING ROOFTOP PV SYSTEM AFTER A RE-ROOF OF THE RESIDENCE 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: Gas: Final: Final: Rough Frame: Rough: Fire Department Driveway Final: Fireplace/Chimney: Final: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: Fees Paid: $15 °= 212 Main Street, Phone(413) 587-1240,Fax:(413)587-1272 Office of the Building Commissioner i4 +4 ' The Commonwealth of Massachusetts Board of Building Regulations and Standards FOR APR — 8 ?0VAass4chus1etts State Building Code, 780 CMR MUNICIPALITY USE Building Permit Application To Construct, Repair, Renovate Or Demolish a Revised Mar 2011 L:Ns One- or Two-Family Dwelling __..... 1 This Section For Official Use Only Building Permit Number:'es c)" Date Applied: 40—i &I,' 1/2 w-0•761—Z Building Official(Print Name) Signature Date SECTION 1: SITE INFORMATION 1.1 Property Address: 212 Bridge Street 1.2 Assessors Map& Parcel Numbers 25C 124-001 1.1 a Is this an accepted street?yes V no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: 1040 -Two Family Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public 0 Private 0 Zone: Outside Flood Zone? Municipal 0 On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Naomi Shulman Northampton, MA 01060 Name(Print) City, State,ZIP 212 Bridge Street (413)230-0438 No.and Street Telephone Email Address SECTION 3: DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building Ni Owner-Occupied &1 Repairs(s) Ill Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units 2 Other 0 Specify: Brief Description of Proposed Work2: Remove existing rooftop PV system for a third party to re-roof residence and to re-install the system once the re-roof has been completed. No change to the existing system. SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1. Building $ 2,000.00 1. Building Permit Fee: $ Indicate how fee is determined: 2. Electrical $ 0 Standard City/Town Application Fee 4,000.00 0 Total Project Cost3 (Item 6)x multiplier x 3. Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5. Mechanical (Fire $ Suppression) Total All Fees:_,$ Check No. I(n Check Amount:341'6' Cash Amount: 6. Total Project Cost: $ 6,000.00 ❑Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-101687 09/13/22 Daniel Fonzi License Number Expiration Date Name of CSL Holder U List CSL Type(see below) 24 St. Martins Dr. No.and Street Type Description Marlborough, MA 01752 U Unrestricted(Buildings up to 35,000 cu.ft.) 9 , R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 1978) 420-2476 dfonzi@tesla.com I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 168572 03/07/23 Tesla Energy Operations Inc. HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 901 Page Avenue npears@tesla.com No.and Street Email address Fremont, CA 94538 (508) 907-1450 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 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 Tesla Energy Operations Inc. to act on my behalf,in all matters relative to work authorized by this building permit application. 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. Z7an I G 03/30/22 Print Owner's or Authorized Agent's Nametronic 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 lk Massachusetts ('''' i3 � DEPARTMENT OF BUILDING INSPECTIONS P 212 Main Street • Municipal Building v,� C• I Northampton, MA 01060 :Nh `.�„ 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: Shop Dumpster @ 24 St. Martin Dr. 01752 The debris will be transported by: Name of Hauler: Work Crew Signature of Applicant: Valf. P-OW, !i Date: 03/30/22 The Commonwealth of Massachusetts `► — 1. Department of Industrial Accidents t=„, 1= 1 Congress Street, Suite 100 =_� ,- ' Boston, MA 02114-2017 www.mass.gov/dia to Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): Tesla Energy Operations Address: 24 St. Martins Dr., Building 2, Unit 11 City/State/Zip: Marlborough, MA 01752 Phone#: (508) 907-1450 Are you an employer?Check the appropriate box: Type of project(required): i.xj lam a employer with 200 employees(full and/or part-tune)." 7. ❑New construction 2.0 lam a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling any capacity.[No workers'comp.insurance required.] 9. ❑Demolition 3.❑1 am a homeowner doing all work myself[No workers'comp.insurance required.]' 4.0 I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 ❑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.❑Roof repairs These sub-contractors have employees and have workers'comp.insurance 6.0 We are a corporation and its officers have exercised their right of exemption per MGL c. 14.XI Other Rooftop Solar 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 bela. showing their workers'compensation policy infonnation. +Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Zurich American Insurance Policy#or Self ins.Lic.#: 1074584-03 _ Expiration Date: 10/31/2022 Job Site Address: 212 Bridge Street City/State/Zip: Northampton, MA 01060 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). 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 insurance coverage verification. /do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: Z7a4. 1 7 Date: 03/30/22 Phone#: Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other___ Contact Person: Phone#: Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston. Massachusetts 02118 Home Improvement Contractor Registration Type: Supplement Card TESLA ENERGY OPERATIONS. INC. Re ration: 168572 901 PAGE AVENUE Exxppiration: 03/07/2023 FREMONT. CA 94538 Update Address and Return Card. Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Supplement Card before the expiration date. If found return to: Registration Expiration Office of Consumer Affairs and Business Regulation 168572 03..07.'2023 1000 Washington Street -Suite 710 TESLA ENERGY OPERATIONS. INC. Boston. MA 02118 , DANIEL FOND - 155 FEDERAL ST F(„n.. - • ":/e, STE 700 Undersecretary Not valid without signature BOSTON. MA 02110 Commonwealth at Massachusetts '� Division of Professional Licensure Board of Building Regulations and Standards Construction Supgrvisor CS-101687 Expires: 09/13/2022 DANIEL D FONZI J 390 ANDOVER STREET % • WILMINGTON MA 01887 ifs ao, Commissioner ! t f, )1, WE"lizt, A`�RL CERTIFICATE OF LIABILITY INSURANCE D;0129/2021 MIDDIYYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME:CONTACT Kayla Ferrell MARSH RISK& INSURANCE SERVICES FOUR EMBARCADERO CENTER,SUITE 1100 (A/C No.Eztl: 415 743 8025 No): CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94111 ADDRESS: Attn:SanFrancisco.Certs@marsh.com/FAX 212-948-0398 INSURER(S)AFFORDING COVERAGE NAIC M CN104275261-STND-GAWEO-21- INSURER A:Zurich American Insurance Company 16535 IN Tens a Energy Operations Inc. INSURER e:N/A N/A 901 Page Avenue INSURER C:American Zurich Insurance Company 40142 Fremont,CA 94538 INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-003794942-01 REVISION NUMBER: 1 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR A SUBR LTR TYPE OF INSURANCE INSD,WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) UNITS A X COMMERCIAL GENERAL LIABIUTY GLO 1074588-04 10/31/2021 10/31/2022 EACH OCCURRENCE $ 2,500,000 _ CLAIMS-MADE X OCCUR Includes Host Liquor Liability DPREMISESGE O(EaEoccu ence) $NTED 2,500,000 X SIR:S750,000 MED EXP(Any one person) $ 5,000 X Tort Contrac Liab,No XCU Exd PERSONAL&ADV INJURY $ 2,500,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 10,000,000 X POLICY PRO- JECT LOC PRODUCTS-COMP/OP AGG $ 2,500,000 OTHER: $ A AUTOMOBILEUABIUTY BAP 1074586-04 10/31/2021 10/31/2022 COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ C WORKERS COMPENSATION WC 1074583-04(AOS) 10/31/2021 10/31/2022 x PER x OTH- AND EMPLOYERS'LIABILITY STATUTE ER C Y/N WC 1074584-04(MA,WI) 10/31/2021 10/31/2022 1,000,000 ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ A OFFICER/MEMBEREXCLUDED? n N/A CA XSWC EWS 1074585-04 $50M is 10/31/2021 10/31/2022 (Mandatory in NH) ( E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If es,describe under $10M SIR;$1M EE/EA is XS$10M SIR) DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Evidence of Insurance CERTIFICATE HOLDER CANCELLATION Tesla Inc and all its subsidiaries SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 45500 Fremont Blvd THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Fremont,CA 94538 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ' Nand Red &9/rounasrce Seu-ee4 ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Version#71.0-TBD RU OF j December 13,2017 yJ� RE: CERTIFICATION LETTER Y z � G mu Project/Job#0102777 v CIVIL NO. 52 Project Address: Shulman Residence 212 Northampton, St • 'PF tp Northampton,MA 01060 C TEa AHJ Northampton SC Office Springfield rigitalty sgned by Henry Zhu DN.cn=Henry Zhu, Design Criteria: Henry Zhu email-hzhu@solarcity.com. o"=ADD8E0FAATl.c=uz o=Solarcay Corporation Date:2017.12.13 1625:52-08'00' -Applicable Codes=MA Res.Code,8th Edition/IEBC,ASCE 7-05,and 2005 NDS -Risk Category=II -Wind Speed=90 mph,Exposure Category C,Partially/Fully Enclosed Method -Ground Snow Load=40 psf -MP1:2x6 @ 22"OC,Roof DL=9.5 psf,Roof LL/SL=28 psf(Non-PV),Roof LL/SL=28 psf(PV) -MP2,3&4:4x7 @ 22"OC, Roof DL=11 psf, Roof LL/SL=28 psf(Non-PV),Roof LL/SL=28 psf(PV) Note: Per IBC 1613.1; Seismic check is not required because Ss=0.22462<0.4g and Seismic Design Category(SDC)=B<D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from Tesla. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation,I certify that the alteration to the existing structure by installation of the PV system,with upgrades specified in the plans, meets the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally,I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading. The PV assembly hardware specifications are contained in the plans/docs submitted for approval. Tesla,Inc. TlSLr�, YVersion#71.0-TBD RU HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landscape Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1 66" 24" 39" NA Staggered 40.0% MP2,3&4 66" 24" 39" NA Staggered 36.2% • Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1 44" 16" 65" NA Staggered 44.4% MP2,3&4 44" 17" 65" NA Staggered 40.3% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MP1 Stick Frame 22"O.C. 28' Member Analysis OK MP2,3&4 Stick Frame i 22"O.C. 22' Member Analysis OK w/Upgrades as Specified in Plans Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IEBC and the IBC. Tesla,Inc. T = S L n STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1 Member Properties Summary M P1 Horizontal Member Spans Rafter Properties Overhang 2.16 ft Actual W 1.50" Roof System Properties Span 1 8.32 ft Actual D 5.50" Number of Spans (w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 _ A(inA2) 8.25 Re-Roof No Span 4 Sx(in.^3) 7.56 Plywood Sheathing No Span 5 lx(in^4) 20.80 Board Sheathing Solid-Sheathing Total Rake Span 11.87 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 0.83 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 9.67 ft Wood Grade #2 Rafter Slope 28° PV 2 Start Fb(psi) 875 Rafter Spacing 22" O.C. PV 2 End Fv(psi) _ 135 Top Lat Bracing Full PV 3 Start E(psi) _ 1,400,000 Bot Lat Bracing At Supports PV 3 End E-min (psi) 510,000 Member Loading Summary Roof Pitch 7112 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 9.5 psf x 1.13 10.8 psf 10.8 psf PV Dead Load PV-DL 3.0 psf x 1.13 3.4 psf Roof Live Load RLL 20.0 psf x 0.88 17.5 psf Live/Snow Load LL/SL1'2 40.0 psf x 0.7 I x 0.7 28.0 psf 28.0 psf Total Load (Governing LC) TL 38.8 psf 42.2 psf Notes: 1. ps=Cs`pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(CO(C)(is)Pg; Ce 0.9,C,=1.1, Is=1.0 Member Analysis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result (+) Bending Stress(psi) 928.2 6.6 ft 1,504.3 62% Pass • ZEP HARDWARE DESIGN CALCULATIONS - MP1 Mounting Plane Information Roofing Material Comp Roof Roof Slope 28° Framing Type/Direction Y-Y Rafters PV System Type SolarCity SleekMountTM Zep System Type ZS Comp Standoff(Attachment Hardware) Comp Mount Type C Spanning Vents No Wind Design Criteria Design Code IBC 2009 ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Kzt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh =0.00256(Kz) (Kzt)(Kd)(VA2)(I) Equation 6-15 16.7 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp (Up) -0.95 Fig.6-11 B/C/D-1 4A/B Ext. Pressure Coefficient(Down) GCp(Down) 0.88 Fig.6-11B/C/D-14AB Design Wind Pressure p - p =qh (GCp) Equation 6-22 Wind Pressure Up P(up) - -15.8 psf Wind Pressure Down P(down) 14.6 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 66" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered - Max Standoff Tributary Area Trib 18 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -255 lbs Uplift Capacity of Standoff T-allow 637 lbs Standoff Demand/Capacity DCR 40.0% X-Direction Y-Di recti o n Max Allowable Standoff Spacing Portrait 44" 65" Max Allowable Cantilever Portrait 16" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 20 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -283 lbs Uplift Capacity of Standoff T-allow 637 lbs Standoff Demand/Capacity DCR 44.4% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP2, 3 & 4 Member Properties Summary MP2, 3 &4 Horizontal Member Spans Rafter Properties Overhang 2.82 ft Actual W 3.25" Roof System Properties Span 1 15.69 ft Actual D 6 49" Number of Spans(w/o Overhang) 1 Span 2 Nominal No Roofing Material Comp Roof Span 3 A(inA2) 21.08 Re-Roof No Span 4 Sx(in.^3) 22.78 Plywood Sheathing No Span 5 lx(in^4) 73.88 Board Sheathing Solid-Sheathing Total Rake Span 19.96 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 3.58 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 16.00 ft Wood Grade #2 Rafter Slope 22° PV 2 Start _ Fb(psi) 875 Rafter Spacing 22" O.C. PV 2 End Fv(psi) 135 Top Lat Bracing Full PV 3 Start E(psi) 1,400,000 Bot Lat Bracing At Supports PV 3 End E-min (psi) 510,000 Member Loading Summary Roof Pitch 5/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.08 11.9 psf 11.9 psf PV Dead Load PV-DL 3.0 psf x 1.08 3.2 psf Roof Live Load RLL 20.0 psf x 0.95 19.0 psf Live/Snow Load LUSL1'2 40.0 psf x 0.7 I x 0.7 28.0 psf 28.0 psf Total Load (Governing LC) TL 39.9 psf 43.1 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Co)(C,)(Is)pg; Ce 0.9,C,=1.1,IS=1.0 Member Analysis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result (+) Bending Stress(psi) 1,199.7 10.9 ft 1,504.3 80% Pass ZEP HARDWARE DESIGN CALCULATIONS - MP2, 3 & 4 Mounting Plane Information Roofing Material Comp Roof Roof Slope 22° Framing Type/Direction Y-Y Rafters PV System Type SolarCity SleekMountTM Zep System Type ZS Comp Standoff(Attachment Hardware) Comp Mount Type C Spanning Vents No Wind Design Criteria Design Code IBC 2009 ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 VelocityPressure qh =0.00256(Kz)(Kzt)(Kd)(VA2)(I) qh 16.7 psf Equation 6-15 Wind Pressure Ext. Pressure Coefficient(Up) GCp (Up) -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GCp (Down) 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p =qh (GCp) Equation 6-22 Wind Pressure Up Pop) -14.6 psf Wind Pressure Down P(down) 10.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 66" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered _ Max Standoff Tributary Area Trib 18 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -231 lbs Uplift Capacity of Standoff T-allow 637 lbs Standoff Demand/Capacity DCR 36.2% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 44" 65" Max Allowable Cantilever Portrait 17" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 20 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -257 lbs Uplift Capacity of Standoff T-allow 637 lbs Standoff Demand/Capacity DCR 40.3% ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A UL—LISTED AC ALTERNATING CURRENT POWER—CONDITIONING INVERTER. BLDG BUILDING 2. A NATIONALLY — RECOGNIZED TESTING CONC CONCRETE LABORATORY SHALL LIST ALL EQUIPMENT IN DC DIRECT CURRENT COMPLIANCE WITH ART. 110.3. EGC EQUIPMENT GROUNDING CONDUCTOR 3. WHERE ALL TERMINALS OF THE DISCONNECTING (E) EXISTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, EMT ELECTRICAL METALLIC TUBING A SIGN WILL BE PROVIDED WARNING OF THE FSB FIRE SET—BACK HAZARDS PER ART. 690.17. GALV GALVANIZED 4. EACH UNGROUNDED CONDUCTOR OF THE GEC GROUNDING ELECTRODE CONDUCTOR MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY GND GROUND PHASE AND SYSTEM PER ART. 210.5. HDG HOT DIPPED GALVANIZED 5. CIRCUITS OVER 250V TO GROUND SHALL COMPLY I CURRENT WITH ART. 250.97, 250.92(B). Imp CURRENT AT MAX POWER 6. DC CONDUCTORS EITHER DO NOT ENTER BUILDING Ix SHORT CIRCUIT CURRENT OR ARE RUN IN METALLIC RACEWAYS OR kVA KILOVOLT AMPERE ENCLOSURES TO THE FIRST ACCESSIBLE DC kW KILOWATT DISCONNECTING MEANS PER ART. 690.31(E). LBW LOAD BEARING WALL 7. ALL WIRES SHALL BE PROVIDED WITH STRAIN MIN MINIMUM RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY (N) NEW UL LISTING. NEUT NEUTRAL 8. MODULE FRAMES SHALL BE GROUNDED AT THE UL NTS NOT TO SCALE — LISTED LOCATION PROVIDED BY THE OC ON CENTER MANUFACTURER USING UL LISTED GROUNDING PL PROPERTY LINE HARDWARE. P01 POINT OF INTERCONNECTION 9. MODULE FRAMES, RAIL, AND POSTS SHALL BE PV PHOTOVOLTAIC BONDED WITH EQUIPMENT GROUND CONDUCTORS. SCH SCHEDULE S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT V cVmp VOLTAGE AT OPEN VOLTAGE AT MAX PCIIRCUIT OWER VICINITY MAP INDEX W WATT 3R NEMA 3R, RAINI1GHT Sheet 1 COVER SHEET ,',/,-,,- *`, '. . 'f Sheet 2 SITE PLAN Al. + �, .,. Sheet 3 STRUCTURAL VIEWS • Sheet 4 STRUCTURAL VIEWS LICENSE GENERAL NOTES +- '' " r_.— Sheet 5 STRUCTURAL VIEWS +�.' Sheet 6 UPLIFT CALCULATIONS • ''Lt, • • � X 4 ' � "�'. •+ J Sheet 7 THREE LINE DIAGRAM 1. ALL WORK TO BE DONE TO THE 9TH EDITION , �' "" GEN #168572 w a)Illb ELEC 1136 MR OF THE MA STATE BUILDING CODE. Y� ', •r .w;."', _ Cutsheets Attached 2. ALL ELECTRICAL WORK SHALL COMPLY WITHek ,e • �?� w a:i art THE 2017 NATIONAL ELECTRIC CODE INCLUDING , `"' ° r+ �, - - MASSACHUSETTS AMENDMENTS. ^' o �m - ; ,� . IIIxMODULE GROUNDING METHOD: ZEP SOLAR AHJ: Northampton -1 . 7 AC • *.r�as • a11" REV BY DATE COMMENTS !. ., -F _ REV B MRUCK 5/1/2018 PV/ST SPLIT,REMOVE ESS UTILITY: National Grid USA (Massachusetts Electric) r1 ' ti� `% �% — isetts EOEA. U.8. Geoloc ;cal,,$ur vie\; SDA Far r.,Ser v ce Agency . CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER J B-010 2 7 7 7 00 CUSTOMER: 1 DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE NAOMI SHULMAN ' 7.2 KW PV ARRAY Brady Gilchrist T = 5 L inBENEFIT OF ANYONE EXCEPT TESLA INC., NOR mimic SY"TEY: 212 BRIDGE S T SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Metal—Flashing PART TO OTHERS OUTSIDE THE RECIPIENT'S NORTHAMPTON, MA 01060ORG,S OFI"E°NN "�T" ( S B THE AE AND USE THRESPECTIW Hanwha Q—Cells # Q.Peak—G4.1/SC300 TESLA EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE PERMISSION OF TESLA INC. 1 b 5/1/2018 SOLAREDGE # SE6000H—US000SNC2 COVER SHEET PITCH: 28 ARRAY PITCH:28 MP1 AZIMUTH:203 ARRAY AZIMUTH:203 MATERIAL: Comp Shingle STORY: 2 Stories /'N OF \ PITCH: 22 ARRAY PITCH:22 MP2 AZIMUTH:292 ARRAY AZIMUTH:292 Nol ✓� );�l \ MATERIAL: Comp Shingle STORY: 2 Stories i Y• HG G PITCH: 22 ARRAY PITCH:22 212 Bridge St ZHU �� MP3 AZIMUTH:202 ARRAY AZIMUTH:202 9 c� CIVIL a�i MATERIAL: Comp Shingle STORY: 2 Stories 52791 i PITCH: 22 ARRAY PITCH:22 :4'CiSTER�� / MP4 AZIMUTH: 112 ARRAY AZIMUTH: 112 / MATERIAL: Comp Shingle STORY: 2 Stories (E)DRIVEWAY Digitally signed by Henry Zhu Henry Z h u Dm„n=HenryZhu, 'khrtru@solarciry.mm,ou=ADOBEIr} MTL r-U5,o=5ola'Cby Corporation D8te:2018.05.01 20.57.21-07'00' B AC OHH LEGEND ' RELAY 1 ' I ,1 1 1, ,1 � D .IG �1 1\Inv,1 _ �L_JJ I LLCJ L - O (E) UTILITY METER & WARNING LABEL INVERTER W/ INTEGRATED DC DISCO ® & WARNING LABELS A AUTOMATIC RELAY o • / N—i AC DISCON ECT & ARNING LABELS / „ o • 0 0 SV ® Front Of House ISTRIB ON PA L & L ELS o o q e o 0 0 o B Lpm • • c ® ° LC LOAD CENTER & WARNING LABELS H � o \ • 0 el^ MP1 ..<50 0 .40 -0 C o o M DEDICATED PV SYSTEM METER e °'MeN O o o o I o \ RSD O RAPID SHUTDOWN 411 b o 0 MP3 STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR ° ° --- CONDUIT RUN ON INTERIOR 4 6 — GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED r,_-, 1I ;1 INTERIOR EQUIPMENT IS DASHED L- J SITE PLAN Scale: 3/32" = 1' ♦' 01' 10' 21' °• W I - M S I Illli , J B-0102 777 00 ' IU : DESCRIPTION: DESIGN: CCONaNTTANNEEDuSHALL NOTE I BE USED FOR THE "UMBEit , NAOMI SHULMAN 7.2 KW PV ARRAY Brady Gilchrist BENEFIT OF ANYONE EXCEPT IESLA INC., NOR MOUNTING SYSTEM: T = 5 L n SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Metal—Flashing 212 BRIDGE ST PART TO OTHERS OUTSIDE THE REaPIENrS MaouEs NORTHAMPTON, MA 01060 WITH ORGANIZATION, EXCEPT IN CONNECTION H THE SALE AND USE of THE RESPECTIVE (24) Hanwha Q—Cells # Q.Peak—G4.1/SC300 B TESLA EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE N a',• SHEET: REV: DATE PERMISSION OF TESLA INC. SOLAREDGE # SE6000H—USOOOSNC2 SITE PLAN 2 b 5/1/2018 i t /ZN OF \\ ID Iiil, • Y• G '� IA CIVIL - 2x8 �r�//,,,,, 4" 10GO ► —2" II0°.111111111- ... 8 �FGisTER�`� >ID M (E) LBW $84of / o 15'-B" I (E) LBW GSSIDE VIEW OF MP1 NTS O P�RAQ SIDE VIEW OF M P2 NTS SISTER UPGRADE INFORMATION: RAFTER y BY HATCHING UPGRADE NOTES: MP2 X-SPACING x-CANTILEVER Y-SPACING Y{gN(LEVER NOTES 1. CUT AND ADD (N) SISTER AS SHOWN IN THIS SIDE NEW AND REFERENCED TOP MEW. LANDSCAPE 66" 24" 39" 0" STAGGERED 2. FASTEN (N) SISTER TO(E)MEMBER W/SIMPSON SDW 22300(IF 2-PLY) OR 22458 MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES PORTRAIT 44" 17" 65" 0" (IF 3-PLY) SDW SCREWS AS SHOWN AT 16' O.C. ALONG SPAN AS SPECIFIED, IF n RAFTER 2"x6"@ 22"OC ROOF AZI 292 PITCH 22 STORIES:2 WOOD SPUT11NG IS SEEN OR HEARD, PRE-DRILL WITH AFL' DRILL BIT. LANDSCAPE 66" 24" 39" O STAGGERED ARRAY C 292 - 22 C.J. 2"x6"@22"OC Comp Shingle le-SolidALT. OPTION FOR FULL LENGTH MEMBERS ONLY- FASTEN (N)Sheathing ( ) SIDE MEMBER TO PORTRAIT 44"L 16" 65" 0" X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. (E) RAFTER W/1 Od (IF 2-PLY) OR 16d FROM EACH SIDE (IF 3-PLY) COMMON xIS ACROSS RAFTERS AND Y IS ALONG RAFTERS. NAILS AT 6' O.C. ALONG SPAN. RAFTER 2"x6" @ 22" OC ROOF AZI 203 PITCH 28 STORIES: 2 •SISTER All RAFTERS ON THIS MP SECTION INTO WHICH THE ARRAY IS LAGGED ARRAY AZI 203 PITCH 28 C.J. 2"x6" @22" OC Comp Shingle-Solid Sheathing X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. 6" END SIMPSON SDW 22300 WOOD SCREWS (E) RAFTER DISTANCE (E) WALL OR (N) SISTER MEMBER CENTERED ir ,� 6"-- "— I' 16" O.C. �r (E) 2x6 RAFTER I(E) RIDGE BOARD 2 I I I STAGG. TYP. I SUPPORT BELOW BETWEEN SUPPORTS OR SUPPORT BELOW " — — _i .4.j......_ II X SEE MP SIDE VIEW FOR REQUIRED LENGTH Jr' — — — T T T I 11 I 1 1 D2 D2 SIMPSON SDW WOOD SCREWS (N) 2x8 SISTER MEMBER j v MIR v 0U2 TOP VIEW OF PARTIAL LENGTH SISTER D2 2x8 END FASTENER GROUPING Scale: 3/4 —1 0 Scale: 1 —1-0 CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER J B-010 2 7 7 7 00 CUSTO :Ft DESORPTION. , CONTAINED SHALL NOT BE USED FOR THE NAOMI SHULMAN ,, 7.2 KW PV ARRAY Brady Gilchrist T = _ 5 L in IT BE DISCLOSED INN WHOLE OR INC.,BENEFIT OF ANYONE EXT TESLA NORNOR 101N1"'G'�'L"' 212 BRIDGE ST PART TO OTHERS OUTSIDE THE RECIPIENT'S ZS Comp V4 wMetal—Flashing ORGANIZATION, EXCEPT IN CONNECTION WITH Moouis N O R TH AM P TO N, M A 0106 0 B\SALE AND USE OF THE RESPECTIVE (24) Hanwha Q—Cells # Q.Peak—G4.1/SC300 TESLA EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE: PERMISSION OF TESLA INC. INVERTER _ SOLAREDGE # SE6000H—USOOOSNC2 STRUCTURAL VIEWS 3 b 5/1/2018 /� Iir;y26etrIoniu0F ' G - ---- - --- // (•�/////////" -s. --- CIVIL -4 ® 2Xe ,/ NO. 52791 °' ' SIMPSON SDW 22300 WOOD SCREWS (E) RAFTER it-- 10 + C ��V (N) SISTER MEMBER CENTERED 4r; O/ FC 31� (E) WALL OR (E) RIDGE BOARD SUPPORT BELOW BETWEEN SUPPORTS OR SUPPORT BELOW o• 15'-8' - II ice.i������11.1 MIN J io��✓WAWAWI r �i e A�������������A r������W#���w I 1 (E) LBW X SEE MP SIDE VIEW FOR REQUIRED LENGTH XII C SIDE VIEW OF MP3 NTS SISTER UPGRADE INFORMATION: RAFTER UPGRADE INDICATED BY HATCHING UPGRADE NOTES: L �{/�1112 D3 D3 MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES 1. CUT AND ADD (N) SISTER AS SHOWN IN THIS SIDE VIEW AND REFERENCED TOP VIEW. NW MIR v LANDSCAPE 66" 24" 39" 0" STAGGERED 2. FASTEN (N) SISTER TO(E) MEMBER W/SIMPSON SDW 22300 (IF 2-PLY)OR 22458 PORTRAIT 44" 17" 65" 0" (IF 3-PLY) SDW SCREWS AS SHOWN AT 16.O.C. ALONG SPAN AS SPECIFIED, IF RAFTER 2"x6"@ 22"OC ROOF AZI 202 PITCH 22 STORIES:2 WOOD SPLITTING IS SEEN OR HEARD, PRE-DRILL WITH A I• DRILL BIT. ARRAY AZI 202 PITCH 22S ALT. OPTION FOR FULL LENGTH MEMBERS ONLY- FASTEN (N) SIDE MEMBER TO C.J. 2"x6"LWSRE OC Comp Shingle- S SheathingTOP VIEW OF PARTIAL LENGTH SISTER X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. ( ) RAFTER WI 10d (IF 2-PLY) OR 16d FROM EACH SIDE (IF 3-PLY) COMMON X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. NAILS AT 6. O.C. ALONG SPAN. EU •SISTER ALL RAFTERS ON THIS MP SECTION INTO WHICH THE ARRAY IS LAGGED Scale: 3/4"=1'-0" 1� 6" END DISTANCE 16" O.C. E'iii'I ,� 6 -�� —� (E) 2x6 RAFTER2" \ I I I STAGG. TYP. I 1y„ \ - - - - o. I. 15'-B. - - -i T � i i A (E) LBW SIDE VIEW OF MP4 SIMPSON SDW WOOD SCREWS (N) 2x8 SISTER MEMBER NTS SISTER UPGRADE INFORMATION: RAFTER UPGRADE INDICATED BY HATCHING UPGRADE NOTES: MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES 1. CUT AND ADD (N) SISTER AS SHOWN IN THIS SIDE VIEW AND REFERENCED TOP VIEW. LANDSCAPE 66" 24" 39" 0" STAGGERED 2. FASTEN (N) SISTER TO (E) MEMBER W/SIMPSON SDW 22300 (IF 2-PLY) OR 22458 PORTRAIT 44" 17" 65" 0" (IF 3-PLY) SOW SCREWS AS SHOWN AT 16. O.C. ALONG SPAN AS SPECIFIED, IF �D 3 2x8 END FASTENER GROUPING RAFTER 2"x6"@ 22"OC ROOF AZT 112 PITCH 22 � ES:2 W000 SPLITTING IS SEEN OR HEARD, PRE-DRILL WITH A " DRILL BIT. ARRAY AZI 112 le.Solid 22 ALT. OPTION FOR FULL LENGTH MEMBERS ONLY- FASTEN (N) SIDE MEMBER TO C.J. 2"x6"@22"OC Comp Shingle- Sheathing X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. (E) RAFTER W/10d (IF 2-PLY) OR 16d FROM EACH SIDE (IF 3-PLY) COMMON Scale: 1"=1'-O" XIS ACROSS RAFTERS AND Y IS ALONG RAFTERS. NAILS AT 6" O.C. ALONG SPAN. •SISTER ALL RAFTERS ON THIS MP SECTION INTO WHICH THE ARRAY IS LAGGED CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-010 2 7 7 7 00 CUSTOMER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE NAOMI SHULMAN i. 7.2 KW PV ARRAY Brady Gilchrist T = 5 L n BENEFIT OF ANYONE EXCEPT TESLA INC., NOR MOUNTING SYSTEM SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Metal-Flashing 212 BRIDGE ST PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES N O R TH A M P TO N MA 01060 — TTHHE�SIAL�AND USE OF TION, EXCEPT I THE RN NSPECTIVEECTION �TM (24) Hanwha Q-Cells # Q.Peak-G4.1/SC300 B TESLA EQUIPMENT, WITHOUT THE WRITTEN INVERTER PAGE NAPE SHEET: REV DAIS PERMISSION OF TESLA INC. SOLAREDGE # SE6000H-US000SNC2 STRUCTURAL VIEWS 4 b 5/1/2018 6" END DISTANCE 16" 0 C SIMPSON SDW 22300 WOOD SCREWS (E) RAFTER 2" I„ -STAGG. TYP (E) 2x6 IRAFTER *I(E) WALL OR (N) SISTER MEMBER CENTERED (E) RIDGE BOARD 1Y„ \-- ---___ _ _ ISUPPORT BELOW BETWEEN SUPPORTS OR SUPPORT BELOW 2 - — i T 1 '1 1 I w r A I A r dr A' e 4 r A Or AV .4 irm -IM- 11EI- III= M-MIN- I I I I SEE MP SIDE VIEW FOR REQUIRED LENGTH X } I N ( )SIMPSON SDW WOOD SCREWS 2x8 SISTER MEMBER D4 D4 MIR _ 0D4 2x8 END FASTENER GROUPING TOP VIEW OF PARTIAL LENGTH SISTER Scale: 1 =1-0 Euzi) Scale: 3/4"=1'-0" PV MODULE 5/16" BOLT WITH INSTALLATION ORDER , _- - \ FENDER WASHERS LOCATE RAFTER, MARK HOLE �iH OrF ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT �..' t=TV ZEP ARRAY SKIRT (6) HOLE. • Y' DHtJ (4) -4 SEAL PILOT HOLE WITH v CIVL a POLYURETHANE SEALANT. NO.'52791 ZEP COMP MOUNT C O ,A►iU1 N r': * ,p O ;!� 3 INSERT FLASHING. 4'GI8TEa� ZEP FLASHING C 1� �,� C (E) COMP. SHINGLE r�IVA V ��=!� — i (4) PLACE MOUNT. (E) ROOF DECKINGVE (5) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER (6) BOLT & WASHERS. (2-1/2" EMBED, MIN) (E) RAFTERel STANDOFF Scale: 1 1/2" = 1' CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: JB-0102777 00 NAOMI SHULMAN 7 2 KW PV ARRAY DESIGN:dy Gilchrist CONTAINED SHALL NOT BE USED FOR NE 5 L BENn SHALL IT OF as YONE EXCEPT NHOLE ORSLA IN NOR MOUNTING srSTLM: 212 BRIDGE ST PART TO OTHERS OUTSIDE NE RECIPIENT'S ZS Comp V4 w Metal-Flashing NORTHAMPTON, MA 01060 B ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES THE SALE AND USE OF THE RESPECTIVE (24) Hanwha Q-Cells # Q.Peak-G4.1/SC300 PACE NAME: SHEET: REV DATE TESLA EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF TESLA INC. SOLAREDGE # SE6000H-US000SNC2 STRUCTURAL VIEWS 5 b 5/1/2018 SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS CONFIDENTIAL - THE INFORMATION HEREIN ,pB NUMBER J B-010 2 7 7 7 00 CUSTOMER DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE NAOMI SHULMAN 1 7.2 KW PV ARRAY Brady Gilchrist T -- 5 L n BENEFIT OF ANYONE EXCEPT TESLA INC., NOR MOUNTING SYSTEM: SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Metal—Flashing 212 BRIDGE ST PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: NORTHAMPTON, MA 01060 B THE SALE AND USE OF THE RESPECTIVE (24) Hanwha Q—Cells # Q.Peak—G4.1/SC300 PACE NAME SHEET: REV DATE TESLA EQUIPMENT, WITHOUT THE WRITTEN PAGE TER PERMISSION OF TESLA INC. SOLAREDGE # SE6000H—US000SNC2 UPLIFT CALCULATIONS 6 b 5/1/2018 GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:LC120DC Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE if SE6000H-US000SNC2 LABEL: A -(24)Hanwha Q-Cells # Q.Peak-G4.1//SC300 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:077220652 Inverter; 6000W,240V/208V,99%HD Wave w/nifed Disco and ZB,RGM,AFCI PV Module; 300W,274.5PTC, 40MM, Black Frame, MC4, ZEP, 1000V ELEC 1136 MR Overhead Service Entrance INV 2 Voc: 39.76 Vpmax: 32.41 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 125A MAIN SERVICE PANEL (E) 100A/2P MAIN CIRCUIT BREAKER (N) 125A BRYANT (E) WIRING LOAD CENTER Inverter 1 AUTOMATIC RELAY() CUTLER-HAMMER ^ I - of Disconnect `'l SOLAREDGE p QDc+ Z SE6000A-USOOOSNR2 DG MP1,MP2: 1x13 n t0/O�A�/2P n Y 35A 2P A \• Z�� r EGC 1 ,-• -♦ •- I - I •.- DC+ I I 0 i� N ( v+ N Z•� DC- I m y DC- i - -�----,� O J--- TT---- GND f- c c i1 Z+ MP3,MP4: 1x11 L ___1 I V r GND j EGC _lri_ - G / *J EGC' N L2 L1 GEC 1 i ..i-�r.. " L(1)Conduit Kit; 3/4'EMT 1 • • R Z I 1 J -- I L------- I 100A 2P I I- TO 120/240V --• I I SINGLE PHASE I I UT1UTY SERVICE -^�•�• . •I I I I (E) LOADS I I I I I I I I ' (E) 125A Main Service Panel /1\3\ PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP Z (1)Tesla /1118431-00-J p -(24)SOLAREDGE / P400-5NM4MZM DC BAQC UP GATEWAY; for ACPW2.0, ASY, NA with 3G w/Antenna. PW2.0, A SCCR PowerBox Optimizer,40OW, ZEP _(,)Siemens!EQ86811/MBK100A Circuit Breaker, MBK 100A/2, 22kAIC y -(1)CB Baker, 5M BR235 PV BACKFEED BREAKER G n d-(1)AWG 16' Solid Bare Copper Breaker, 35A/2P, 2 Spaces -(2)Groyd Ro Copper -(1)BRYANT BRYANT #BR816L125RP -(1) 5/8 g x Load Center; 125A, 120/240V, NEMA 3R (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE. PI (1)CU.TLER-HAMMER DG222UR8 Disconnect; 60A, 24OVoc, Non-Fusible, NEMA 3R -(1) ER #DC100NB ,1 Grooundeuutral Kit;; 660 100 Ground/Neutral A, General Duty(DG) ��I (1)AWG #3, THWN-2, Black (2)AWG #10, PV Wre, 600V, Black Voc* =500 VDC Isc =15 ADC O it - (1)AWG /3, THWN-2, Red O -(1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=11 ADC LPL(1)AWG #3, THWN-2, White NEUTRAL (1 Conduit Kit; 3/4' EMT -(1)AWG I (2)AWG 110, PV Wire, 600V, Block Voc* =500 VDC Isc =15 ADC /8, THWN-2, Green EGC/GEC-(1)Conduit Conduit Kit; 1-1/4' EMT O iE(1)AWG/6, Solid Bare Copper EGC Vmp =350 VDC Imp=9.31 ADC ®T_ (11AWG /4, THWN-2, Black IoJF (1)AWG //qt trended; 1, RED (1)Conduit Kit; 3/4' EMT Cu, 5t�onded; (1)C1�x DUITI -((1 AWG , THMM-2, White NEUTRAL - 10'KETMT Conduit -(1;AWG 8, THWN-2, Green EGC/GEC CDkE(1)AWG 18, THWN-2, Black (1)AWG#8, 111WN-2, Red (1)AWG/10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=25 MC -(1)AWG M. THWN-2. Green UGC/GEC-(1)Canduit Kit: 3/4'FMT _ CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER. J B-010 2 7 7 7 00 CUSTOMER. DESl 110N: DEW:CONTAINED SHALL NOT BE USED FOR THE NAOMI SHULMAN 7.2 KW PV ARRAY Brady Gilchrist T _5 L n BENEFIT OF ANYONE EXCEPT TESLA INC., NOR MDJN11NG SYSTEM; SHALL IT BE DISCLOSED IN WHOLE OR IN 212 BRIDGE ST PART TO OTHERS OUTSIDE THE RECIPIENT'SZS Comp V4 w Metal-Flashing ORGANIZATION, EXCEPT IN CONNEC11ON IMTH MODULES N O R TH A M P TO N, M A 0106 0 g` /' THE SALE AND USE OF THE RESPECTIVE (24) Hanwha Q-Cells # Q.Peak-G4.1/SC300 PACE NAME SHEET: REV DAZE TESLA EQUIPMENT, WITHOUT THE WRITTEN INVER IER PERMISSION OF TESLA INC. SOLAREDGE # SE6000H-USOOOSNC2 THREE LINE DIAGRAM 7 b 5/1/2018 CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 212 Bridge St AC DISCONNECT 4', INVERTER AND 4111 UTILITY DC DISCONNECT SERVICE SOLAR PHOTOVOLTAIC ARRAY(S) PHOTOVOLTAIC BACK-FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE = 240V JB-0102777-00 SI CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER J B-010 2 7 7 7 00 CUSTOMER DESORPTION. DE N: CONTAINED SHALL NOT BE USED FOR THE NAOMI SHULMAN 7.2 KW PV ARRAY Brady Gilchrist T 5 L n BENEFIT OF ANYONE SHALL IT BE DISCLOSED WHOLE OR IN T TESLA INC., NOR MOONING s> 212 BRIDGE ST PART TO OTHERS OUTSIDE THE RECIPIENTS ZS Comp V4 w Metal—Flashing ORGANIZATION, EXCEPT IN CONNECTION WITH NODu N O R TH A M P TO N, M A 0106 0 B THE SALE AND USE OF THE RESPECTIVE (24) Hanwha Q—Cells # Q.Peak—G4.1/SC300 TESLA EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV DAIS INNERIDZ PERMISSION OF TULA INC SOLAREDGE # SE6000H—US000SNC2 _ SITE PLAN PLACARD 8 b 5/1/2018 WARNING PHOTOVOLTAIC�: OUR Label Location: Label Location: Label Location: (C)(CB)(JB) WARNING (AC)(POI) WARNING (DC) (INV) Per Code: Per Code: Per Code: NEC 690.31.G.3 ELECTRIC SHOCK HAZARD ___ _ _ __ -_-__ DO NOT TOUCH TERMINALS NEC 690.17.E _ _ _ _ NEC 690.35(F) Label Location: TERMINALS ON BOTH LINE AND =- TO',1_-- _ = • TEI,' =_E TO BE USED WHEN LOAD SIDES MAY BE ENERGIZED UNG� NEED AN:, DC (DC) (INV) IN THE OPEN POSITION MAY BE ENERGIZED INVERTER IS DISCONNECT Per Code: UNGROUNDED NEC 690.14.C.2 Label Location: Label Location: PHOTOVOLTAIC SYSTEM (INV) (DC) (INV) EQUIPPED WITH RAPID Per Code: - - Per Code: SHUTDOWN CEC 690.56(C) NEC 690.53 - _ ' Label Location: WARNING (P01) _ Per Code: ___ NEC 690.64.6.7 Label Location: _ _ --__- _ WARNING (DC) (INV) __-- Per Code: 'E _-_ - --- _ - - NEC 690.5(C) ur,-K UNDEDAND E'.=_=- --_ Label Location: CAUTION (D) (POI) Per Code: NEC 690.64.B.4 Label Location: WARNING (DC) (CB) _ Per Code: _ _ -, _ -- - = - _-:-- NEC 690.17(4) Label Location: -=-_ - __ EE , _ CAUTION __ (P01)-= Per Code: - __ --_-_ , __ - _ _ NEC690.64.B.4 Label Location: P-1^7^,,.-„TL -2 - = (P01) Label Location: •. _- E_ _Tic,,, Per Code: ='HOTOVOLTAIC AC (AC) (POI) _ =- " - NEC 690.17.4; NEC 690.54 (AC): AC Disconnect DISCONNECT Per Code: �1_F - -, (C): Conduit NEC 690.14.C.2 _ _ _ - _ __-_ _ :E (CB): Combiner Box -E E':E=_- =E (D): Distribution Panel __ _ -`_; _- E-_-- __ __IF (DC): DC Disconnect '= =-E - (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect = (AC) (P01) Per Code: OPER4- ' = =--= A (LC): Load Center (M): Utility Meter OPER-- _ - ---,..E0 NEC 690.54 -_=-- __-___ (P01): Point of Interconnection Label Set ',,SolarCity ©pSolar Next-Level PV Mounting Technology `'”SolarCity ©pSolar Next-Level PV Mounting Technology Components ZS Comp for composition shingle roofs ill ------- - • .'� '�:': '' Mounting Block Array Skirt Interlock .'�• �►�''�� Part No.850-1633 Part No.850-1608 or 500-0113 Part No.850-1388 or 850-1613 .'' �:'::' Listed to UL 2703 and UL 2582 Listed to UL 2703 Listed to UL 2703 4 0 4 :'` ♦4 .' .4 . e --—- �4. It "' '' .-�♦ `� r .% . Flashing Accessory Grip Ground Zep V2 :: • '' Part No.850-1634 Part No.850-1606 or 850-1421 Part No.850-1511 '� Listed to UL 2703 and UL 2582 Listed to UL 2703 Listed to UL 467 and UL 2703 cOMP4 e�� Description VIP • PV mounting solution for composition shingle roofs `°' ' �� Works with all Zep Compatible Modules oomph • Auto bonding UL-listed hardware creates structural and electrical bond • ZS Comp has a UL 1703 Class"A"Fire Rating when installed using modules from any manufacturer certified as"Type 1"or"Type 2" Captured Washer Lag End Cap DC Wire Clip ®LISTEO Part No.850-1631-001 Part No. Part No.850-1509 Specifications 850-1631-003 (L)850-1586 or 850-1460 Listed to UL 1565 (R)850-1588 or 850-1467 • Designed for pitched roofs • Installs in portrait and landscape orientations • ZS Comp supports module wind uplift and snow load pressures to 50 psf per UL 2703 • Wind tunnel report to ASCE 7-05 and 7-10 standards Ai • ZS Comp grounding products are UL listed to UL 2703 and UL 467 *•.�=' 7 • ZS Comp bonding products are UL listed to UL 2703 lAdfr �� • Engineered for spans up to 72"and cantilevers up to 24" -_ 4//0 • Zep wire management products listed to UL 1565 for wire positioning devices Ate" / MI • Attachment method UL listed to UL 2582 for Wind Driven Rain Leveling Foot Part No.850-1397 zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps zspats.com. Document#800-1890-001 Rev C Date last exported. May 24,20t6451 PM Document#800-1890-001 Rev C Date last exported: May 24,2016 4:51 PM cc SolarEdge Power Optimizer - Zep CompatibleTM solar w s o l a r Module Add-On For North America P400-ZEP N SolarEdge Power Optimizer - ,_P300-ZEP(for 60-cellPV odu1C5);P400-ZEP(for 72&96-cell modules) INPUT mg Zep CompatibleTM Module Add-On Rated Input DCpowertl i 300 400 W 1- Absolute Maximum Input Voltage(Voc at lowest48 80 Vdc temperature) For North America P300-ZEP, P400-ZEP MPPTOperatingRange 8-48 8-80 Vdc O Maximum Short Circuit Current(Isc) 10 10.1 Adc Maximum DC Input Current 12.5 12.63 Adc Maximum Efficiency 99.5 % Weighted Efficiency 98.8 ' Overvoltage Category II W' OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) - 60 Adc 60 Vdc OUTPUT DURINGISTANDBY(POWER OPTIMIZER DISCONNECTED F OR INVERTER O Maximum Output Current O DISCONNECTED FROM INVERTER INVERTER OFF) • Safety Output Voltage per Power Optimizer 1 Vdc -------------------------------------------- STANDARD COMPLIANCE Ci -------- EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Safety IEC62109-1(class II safety),UL1741 • RoHS Yes c INSTALLATION SPECIFICATIONS INNIS �5tlea�a Maximum Allowed System Voltage 1000 Vdc Wami spa. ,�i Dimensions including mounting bracket (WXLXH) 128 x 196 x 27.5/5 x 7.71 x 1.08 128 x 196 x 35/5 x 7.71 x 1.37 mm/in .r' Dimensions excluding mounting bracket (WxLxH) 128 x 152 x 27.5/5 x 5.97 x 1.08 128 x 152 x 35/ mm/in 5x5.97x1.37 4/ Weight(including cables and mounting bracket) 720/1.6 840/1.9 kg/lb Input Connector MC4 Compatible _Output Connector Double Insulated;MC4 Compatible Output Wire Length 0.95/3.0 1.2/3.9 m/ft Operating Temperature Range -40-+85/-40-+185 'C/°F Protection Rating IP68/NEMA 6P . Relative Humidity 0-100 % • i`i Rated SIC power of the module.Module of up to+5%power tolerance allowed. PV SYSTEM DESIGN USING A SINGLE PHASE THREE PHASE THREE PHASE SOLAREDGE INVERTERI't HD-WAVE SINGLE PHASE 208V 480V Minimum String Length(Power Optimizers) 8 10 18 Compatible with Zep Groove framed modules Maximum String Length(Power Optimizers) 25 25 so Maximum Power per String 5700(6000 with 5250 6000 12750 W — Certified Zep CompatibleTM bracket A- Mitigates all types of module mismatch losses,from SE7600H-US) — Attaches to module frame without screws-reduces on-roof manufacturing tolerance to partial shading Parallel Strings of Different Lengths or Orientations Yes labor and mounting costs — Flexible system design for maximum space utilization • I5 ror detailed string sizing information refer to:http://www.solaredge.com/sites/default/files/string-sizing_na.pdf. — Power optimizer equipment grounded through the bracket — Next generation maintenance with module-level monitoring — Up to 25%more energy — Module-level voltage shutdown for installer and firefighter — Superior efficiency(99.5%) safety CE �E l USA-CANADA-GERMANY-ITALY-FRANCE'JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-UK-ISRAEL-TURKEY-HUNGARY-BELGIUM-ROMANIA-BULGARIA www.solaredge.us t .a7 .,- .,I-•pie. .:,I�_� I eel:;n ^.a'... .,i... ._i powered by MECHANICAL SPECIFICATION Q.A N T U N1 Fermat 65.7 in x 39.4 in x 1.57 in (including frame) AM o,:at. °1"`°'° t (1670 mm x 1000 mm x 40 mm) r "�°60 .51 Weigat 44.091bs(20.015g) .- °°^°°• .ocu r'k°-•' j . heat Cover 0.13 in(3.2 mm)thermally pre-stressed glass with anti-reflection technology o-P,°...el • 1 nsr,w..a Back Cover Composite film • tit` 1` i t Frame o a°..,u, ....•aomwFrame Black anodized aluminum 41 im°.. Cell 6 x 10 monocrystalline Q.ANTUM ULTRA solar cells ,°.,v laac4aa box 2.60-3.03 in x 4.37-3.54in x 0.59-0.75 in! ` (66-77mm x 111-90mm x 15-19mm),Protection class IP67,with bypass diodes _ y .l.raft*r DETAIL PO ° Maim._,i ` Calk 4mm2 Solar cable;(+)47.24 in(1200mm),(-)47.24in(1200mm) Cementer Multi-Contact MC4,IP68 . soar T-f3-Tas.•e..a P\\P K G• I\,. /S C • 2 9 5 3 , ELECTRICAL CHARACTERISTICS POWER CLASS 295 300 305 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC'(POWER TOLERANCE+5W/-OW) Perm at 1!P' Pr.. [WI 295 300 305 Q.ANTUM ULTRA SOLAR MODULE SYmtCarmlCmreei* I. 9.70 9.77 9.84 =' apes Circuit Voltage* V. [V] 39.48 39.76 40.05 E ' Caruat at IMP* I„PP [Al 9.17 9.26 9.35 f VoltamatlIPP• V,... [V] 32.19 32.41 32.62 The new high-performance module Q.PEAK-G4.1/SC is the ideal solution Erecieeer rt [%] z17.7 218.0 z18.3 for all applications thanks to its innovative cell technology Q.ANTUM - MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NOV ULTRA and a black Zep Compatible TM frame design for improved aesthetics, Power atllIPP, P.PP [WI 218.1 221.8 225.5 easy installation and increased safety. The world-record cell design was • ' Ix [Al 7.82 7s8 7.94 £ Open Cialit Vamp* Vas WI 36.92 37.19 37.46 developed to achieve the best performance under real conditions-even • CMfdatNFP* LT [A] 7.20 7.27 7.35 with low radiation intensity and on clear, hot summer days. • Velar atlWP* VW, (VI 30.30 30.49 30.67 '1000 W/m',25*C,spectrum AM 1.5G 'Measurement tolerances STC±3%;NOC±5% 'BOO W/m',NOCT,spectrum AM 1.5G •typical values,actual values may differ 0 CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE 0 LOW ELECTRICITY GENERATION COSTS ;x'ro - CELLS At least 98%of nominal power during first year. X"° ', ( _ Thereafter max.0.6%degradation per year. Higher yield per surface area and lower BOS costs thanks to i® - • - =e ro Al least 92.6%of nominal power up to 10 years. _ i � r higher power classes and an efficiency rate of up to 18.6%. P. 3 2 roIS At least 83.6%of nominal power up to 25 years. W 1111111111111-1--11.11111111111 W I . All data within measurement tolerances. I I _ 2 ro___r r r____y Full warranties in accordance with the warranty ,3,, INNOVATIVE ALL-WEATHER TECHNOLOGY roterms of the u CELLS sales organization of yourro i coo aoo '° respective country. xm Optimal yields,whatever the weather with excellent low-light .� suuotaecEtwAe, and temperature behavior. ro El Typical module performance under low irradiance conditions in wil..1•411.1 a ww:' ., 2o,::s;tSept*2o,o YEARS comparison to STC conditions(25°C,1000W/m'). rzi 1J ENDURING HIGH PERFORMANCE I 4 Ill Long-term yield security with Anti-PID Technology', EUPD RESEARCH j QCEIIS � 'ERATURECOEFFICIENTS °s,E,,, Temperature Crlriea[of 1� a [%/KI +0.04 Temperature sill. p [%/K] -0.28 Hot-Spot-Protect and Traceable Quality Tra.QTM. TOPBRANDPV T teetirieaRafP AMI%UTECHNOLOGY °T---`• w„P Y Mill -0.39 Mnaal Operatic Cell Tempuiene NOCT [°F] 113 t5.4(45 t3°C) !MEMO APT1 U \ NobSPOTPROTEC* PROPERTIES FOR SYSTEM DESIGN A RELIABLE INVESTMENT 2016 xsrr Iterrimme System Voltage l [V] 1000(IEC)/1000(U L) Seta Class I I Inclusive 12-year product warranty and 25-year TRACEABLE°gALITy „a axA.a w , tuna ore Series Fuse talie [A DC] 20 Eiretali e C(IEC)/TYPE 1(UL) linear performance guarantee2. o QGpMPgT7� bests Mad,pad [lbs/it'] 75(3600Pa) Peraiedseiliel.ageraWe -40°F up to+185°F e da cist imsr6 ail (-40°C up to+85°C) - ' !" ..._ _ Seaga laai.PA (lbs/ft'] 55.6(2666Pa) 'see installation manual CACEUS Best potycrysialtine 0 kr solar module iota QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION ili �A��MPL' .m1042]23 UL 1703;CE-compliant; Umber el rsYes per Pallet 26 _ IEC 61215(Ed.2);IEC 61/30(Ed.1)application class A Hastier el Melts Per 53°Caatailsrr 32 . `n`W INraier el Pallets per q0'Ceefaomr 26 0 APT test conditions:Cells at-1500V (` (`. �11�•! against grounded,with conductive me- c,, US Fi��*r* Plettinaaa�(Lx W x.) 68.7 in x 45.3 in x 46.1 in tat foil covered module surface,25°C, ,ut 1703°..,.,, (1745mm x 1150mm x 1170mm) THE IDEAL SOLUTION ill: 168 h Pallet We* 12541bs(569 kg) - 2 See data sheet on rear for further NOTE: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 'i -Rooftop arrays onES ___ _ _ information. of this product. res,demial buildings - - _ __-- - - -------- Hanwha Q CELLS America Inc. 300 Spectrum Center Drive,Suite 1250,Irvine,CA 92618,USA I TEL-r1 949 748 59 96 I EMAIL inquiry®us.q-cells.com I WEB www.q-cells.us Engineered in Germany Q CELLS ciN' solar . . Single Phase Inverters for North America solar e s z SE3000H-US/SE3800H-US/SE5000H-US/SE6000H-US/SE7600H-US w SolarEdge Single Phase Inverters I-- -- SE3000H-US SE3800H-US F SES000H-US-TSE6000H-US SE7600H-US ----------------------------------------- - OUTPUT for North America Rated AC Power Output 3000 3800 5000 6000 7600 VA 11.1 Max.AC Power Output 3000 3800 5000 6000 7600 VA SE73000H-US / SE3800H-US / SE5000H-US / SE6000H-US / /` AC Output Voltage Min.-Nom.-Max.(183-208-229) - - ✓ - - Vac S E/6OO H'U S AC Output Voltage Min:Nom:Max.(211-240-264) ✓ ✓ ✓ ✓ ✓ Vac AC Frequency(Nominal) 59.3-60-60.51'I Hz Maximum Continuous Output Current 208V 24 A Maximum Continuous Output Current 240V 12.5 16 21 25 32 A GFDI Threshold 1 A Utility Monitoring,Islanding Protection, a Country Confi urable Thresholds Yes ti,.,.,, INPUT Maximum DC Power 4650 I 5900 I 7750 9300 I 11800 W e. • ,we rfer O 4. Transformer-less,Ungrounded Yes 12e25 Maximum Input Voltage 480 Vdc \Nattantl. Nominal DC Input Voltage 380 400 Vdc °'a+,ar.s> Maximum Input Current 208V - - 15.5 j - - Adc Maximum Input Current 240V 8.5 10.5 13.5 16.5 20 Adc -• Max.Input Short Circuit Current 45 Adc MI'-- • Reverse Polarity Protection Yes . Ground-Fault Isolation Detection 600ku Sensitivity Maximum Inverter Efficiency 99 I 99.2 % CEC Weighted Efficiency 99 % • Nighttime Power Consumption <2.5 W B P — — • SELF-SUSTAINING POWER OUTLET(OPTIONAL) '''"'s - -, \ Nominal Output Voltage 120 V Ili • Maximum Output Power 150014 W r External Outlet with GFDI Yes 4, '' .I ADDITIONAL FEATURES Supported Communication Interfaces R5485,Ethernet,ZigBee(optional),Cellular(optional) • Internal RGM support ANSI C12.20 class 0.5 compliant • Rapid Shutdown-NEC 2014 690.12 Automatic Rapid Shutdown STANDARD COMPLIANCE Safety UL1741,UL1699B,CSA C22.2,Canadian AFCI according to T.I.L.M-07 Grid Connection Standards IEEE1547,Rule 21,Rule14(HI) Emissions FCC Part 15 Class B --------------------------------- INSTALLATION SPECIFICATIONS AC Output Conduit Size/AWG Range 0.75-1" Conduit/14-6 AWG DC Input Conduit Size/#of Strings/AWG Range 0.75-1" Conduit/1-3 strings/14-6 AWG Dimensions with Safety Switch(HxWxD) 17.7 x 14.6 x 6.8 /450 x 370 x 174 in/mm Weight with Safety Switch 25.3/11.5 lb/kg Noise <25 dBA Cooling Natural Convection Operating Temperature Range -13 to+140/-25 to+60131(-40°F/-40°C option) °F/°C • Protection Rating NEMA 3R(Inverter with Safety Switch) Optimized installation with HD-Wave technology • t� • Ul For other regional settings please contact SolarEdge support Record-breakingAw efficiency '1 PowDeperdsonPV availability y Power de-rating from 50'C Integrated arc fault protection for NEC 2011 690.11 and integrated rapid shutdown for NEC 2014 690.12 ▪ Extremely smal pn— High reliability without any electrolytic capacitors IlliiilillIII ii — Built-in module-level monitoring Wa ve — Outdoor and indoor installation — Optional: Revenue grade data,ANSI C12.20 Class 0.5(0.5%accuracy) — Optional:Self-Sustaining Power-produce up to 1.5kW directly from PV during grid failure - R o Fl S USA-CANADA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-UK-ISRAEL-TURKEY-SOUTH AFRICA-BULGARIA www.solaredge.us C Snla*Edge Tectrnologies.hr.4 I IE... - . ..::r_AREDGE.tnt Sula'£dge logo OPTIMIZES Et SO_AREDGE are trademarks o•registe'ed trademarks,ii SDIarEttge iec'm:dogies.In;:.All one'"trademares mentiune0 herein are trace^earls of tier respective ownes.Date.D '2C1 ...11.Subiem to oharige withotn rrcrkce. _ _