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HomeMy WebLinkAboutBuilding Permit #825-16 - 106 MEADOWOOD ROAD 1/20/2016 IlNORTH q �'2r.►, UILDING PERMIT 3?6•`i`��°•'a"o TOWN OF NORTH ANDOVER w ;, APPLICATION FOR PLAN EXAMINATION vL �* Permit N0: Date Received 04 ��...�. BOO �A Date Issued: �7,0 r �9SSACHUS IMPORTANT: Applicant must complete all items on this page LOCATION 106 Meadowood Rd Print PROPERTY OWNER Hsien-wen Hsu Print MAP NO:'a, PARCEL: ZONING DISTRICT: Historic District yes o Machine Shop Village yes o TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building VOne family ❑Addition ❑Two or more family ❑ Industrial VAlteration No. of units: ❑ Commercial ❑ Repair, replacement ❑AssessorY Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑ Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑ Water/Sewer Installation of an interconnected rooftop solar PV system: 16 panels (4.24kW DC) Identification Please Type or Print Clearly) OWNER: Name: Hsien-wen Hsu Phone: (s000) q eO Address: 106 Meadowood Rd, North Andover MA 01845 CONTRACTOR Name: Phone: 978-793-7227 Sunrun Installation Services Inc./Stephen A. Kelly Address: 734 Forest St. Suite 400 Marlborough, MA 01752 Supervisor's Construction License: Exp. Date: CS-040622 8/1/2017 Home Improvement License: Exp. Date: 180120 10/14/2016 � r ARCHITECT/ENGINEER Pau►K.Zacher Phone: 916-961-3960 ' Address: 8150 Sierra College Blvd. Suite 150 Roseville, CA 95661 Reg. No. 50100 FEE SCHEDULE.BOLDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ 8861.60 FEE: $ Check No.: Receipt No.: NOTE: Persons con racting with unregistered contractors do not have ac ess to the guarantyfund Signature of Agent/Owner Signature of contractor Location l m Pa do w d O, No. � Date • - TOWN OF NORTH ANDOVER SLED' ` Certificate of Occupancy $ s Building/Frame Permit Fee $1 v y AW- . t � Foundation Permit Fee $_� P � Other Permit Fee $ TOTAL Check 299 3 Building Inspector ^2,.x_>�� Final Construction Control Document To be submitted at completion of construction by a ' Registered Design Professional for work per the 8a'edition of the Massachusetts State Building Code,780 CMR,Section 107 Project Title: Hsien-Wen Hsu Date:03/01/2016 Permit No. Property Address: _106 Meadowood Rd.North Andover,MA 01845 Project: Check one or both as applicable: 0 New construction ❑Existing Construction Project description: Solar PV Installation I_Paul K.Zacher MA Registration Number: 50100 Expiration date: 06/30/2016__,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Architectural p(J Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other: for the above named project. I,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis.To the best of my knowledge,information,and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisi f 780 CMR 107. �l OFI►ggS� Enter in the space to the right a"wet"or zA PAUL K R electronic signature and seal: TRUCTURAL 50100 ST- Phone number: (916)961-3960 Email:_paul@pzse.comviw— Building Official Use Only Building Official Name: Pennit No.• Date: Version 06 11 2013 :r 1 NORTH _ . W1 . - : :. .c . . ve. . 0 No. �.-2� * Z , h ver, Mass, 0 < <O �/� COCMICM[WKR y1. 7,95 RATED I �S U BOARD OF HEALTH Food/Kitchen PERM Septic System I) T T D THIS CERTIFIES THAT 11A,.......�. K....... .... .... .... BUILDING INSPECTOR . '� ko. Foundation has permission to erect buildings on J.0.&....... Rough j to be occupied as4.ta .............................................................. Chimney i provided that the person accepting this permit shall in eve respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIO To S Rough Service ................. .... ................ ............................... Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. i 1 Final Construction Control Document = F To be submitted at completion of construction by a n r m ' d Registered Design Professional o, ,o for work per the 8"' edition of the 01M 5�! Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Hsien-Wen Hsu Date: 03/01/2016—Permit No. Property Address: _106 Meadowood Rd.North Andover,MA 01845 Project: Check one or both as applicable: ❑ New construction ❑ Existing Construction Project description: Solar PV Installation I_Paul K.Zacher MA Registration Number:_50100 Expiration date: _06/30/2016 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Architectural Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other: for the above named project. I, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisi of 780 CMR 107. 9� Enter in the space to the right a"wet"or PAUL K. ACrn electronic signature and seal: ZHER TRUCTURAL co 50100 Phone number:_(916) 961-3960 Email: --Paul@pzse.com FSS/oNA1- Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 inc STRUCTURAL ENGINEERS January 5, 2016 Sunrun Inc. 23052 Alcalde Dr. Irvine, CA 92653 Attn.: To Whom It May Concern re: Job 2016-00122 : Hsien-Wen Hsu - 222R-106HSU The following calculations are for the structural engineering design of the photovoltaic panels located at 106 Meadowood Road, North Andover, MA 01845.After review, PZSE, Inc. certifies that the roof structure has sufficient structural capacity for the applied PV loads. If you have any questions on the above, do not hesitate to call. OF I qss� Prepared By: PAULA �y PZSE, Inc. -Structural Engineers znCH m Roseville, CA ° STRUCTURAL No.50100 �SS�ONAL�NG\ 1 of 6 8150 Sierra Wfep Bwfem�,'Wte 150 R'owde, 95661 91;6.961.3960 P * 916.961.3965 Vffl ,pZSO-�c► DocuSign Envelope ID:55A92408-COBD-4B13-9D5F-E2B1F5ABD22C 30. NOTICE OF RIGHT TO CANCEL YOU MAY CANCEL THIS TRANSACTION AT ANYTIME PRIOR TO MIDNIGHT OF THE 10TH CALENDAR DAY AFTER YOU SIGN THIS AGREEMENT AND ANY DEPOSIT PAID WILL BE REFUNDED.SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. By initialing below,you expressly acknowledge that you have been advised on your right to cancel this Agreement and have received duplicate copies of the Notice of Cancellation. DS Accepted by(Initials): SUNRUN INC. CUSTOMER Date: 12/14/2015 primaryAccountHo/der Doc uSigned by: E ,a �quq�,p Date: 12/13/2015 Signature DocuSigned by: 5DC59F4172C2489... Signature: n�I�—WtU' hk Print Name: Suzanna Paci ano 4 csssoaca � sien-wen Flsu Title: Operations Administrator Account email address*: hsi enwcn2A07@gmai-1Tcom *This email address will be used by Sunrun for official correspondence,such as sending monthly bills or other invoices.Sunrun will nevershare orsell your email address to any SALES CONSULTANT third parties Bysigning below I acknowledge thatl am Sunrun accredited,that Ipresentedthis agreement according to"The Right Stuff'and the Account phone number: (5088) 982=-498o Sunrun Code of Conduct and thatl obtained the homeowner's - signature on this agreement. SecondaryAccount Holder(ptiona/] Name:Marty Cormier DxuSignedfejPt Name] Signature: Signatur • �,OVwtlt,V 871AWA8229W6... Print Name: Sunrun ID#.• 5262941171 [10-digit numberyou received from Sunrun] 12/12/2015 PK17D6DKNRKD Page 5 of 8 DocuSign Envelope ID:A453F531-761E-41A2-B88D-B21F6ACDOACD u VU D OWNER'S AUTHORIZATION FORM For Permit Application(s) The sole purpose of this form is to provide Sun Run Inc with the Necessary permission from the Owner to file Permit Application(s) for such Project work as agreed upon between the Owner and the Owner's Authorized Company and its designated subcontractors. Owner's Name: Hs;en wen Hsu Solar Project Address. DocuSigned by: Signature: Owner's Authorized Company: Sun Run Inc. Company's Address: 595 Market St 291h Floor, San Francisco, CA 94105 Affiliation: Contractor Applicable License: State: MA DS I.tl CSLB#969975,N1#13VH07020300 Gravity Loading j T ~ Roof Snow Load CalculatiOns— pg=Ground Snow Load= 55 psf Ce=Exposure Factor= 0.9 (ASCE7-Table 7-2) Ct=Thermal Factor= 1.1 (ASCE7-Table 7-3) 1=Importance Factor= 1 pf=0.7 Ce Ct I pg 38 psf (ASCE7-Eq 7-1) where pg<_20 psf,Pf min=I x pg= NIA min snow load(r fslope<fso) where pg>20 psf,Pf min=20 x I= N/A min snow load(roof slope<15) Therefore,pf=Flat Roof Snow Load= 38 psf Ps=CsPf (ASCE7-Eq 7-2) Cs=Slope Factor= 0.850 ARRAY 1 Cs=Slope Factor= 0.850 ARRAY 2 Ps=Sloped Roof Snow Load= 32.4 psf ARRAY 1 Ps =Sloped Roof Snow Load= 32.4 psf ARRAY 2 C PV Dead Load=3 psf(Per Sunrun Inc.) Roof Dead Load ARRAY 1 Composition Shingle 4.00 Roof Plywood 1.50 2x10 Rafters @ 16"o.c. 1.90 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.60 Total Roof DL ARRAY 1 8.0 psf DL Adjusted to 36 Degree Slope 9.9 psf Roof Dead Load ARRAY 2 Composition Shingle 4.00 Roof Plywood 1.50 2x10 Rafters @ 16"o.c. 1.90 Vaulted Ceiling 4.00 Miscellaneous 0.60 Total Roof DL ARRAY 2 12.0 psf DL Adjusted to 36 Degree Slope 14.8 psf 2 of 6 1 Wind Calculations Per ASCE 7-05 Components and Cladding Input Variables'�� �� Wind Speed 110 mph Exposure Category C Roof Shape Gable/Hip Roof Slope 36 degrees Mean Roof Height 23 ft Building Least Width 26 ft Effective Wind Area 11.0 ft Design Wind Pressure Calculations Wind Pressure P=qh*(G*Cp) qh=0.00256*Kz*Kzt*Kd*V^2*I (Eq_6-15) Kz(Exposure Coefficient)= 0.924 (Table 6-3) Kzt(topographic factor)= 1 (Fig.6-4) Kd(Wind Directionality Factor)= 0.85 (Table 6-4) V(Design Wind Speed)= 110 mph Importance Factor= 1 (Table 6-1) qh= 24.33 i Standoff Uplift Calculations � j Zone 1 Zone 2 Zone 3 Positive GCp= -0.88 -1.08 -1.08 0.90 (Fig.6-11) Uplift Pressure= -21.39 psf -26.26 psf -26.26 psf 21.87 psf X Standoff Spacing= 4.00 4.00 4.00 Y Standoff Spacing= 2.74 2.74 2.74 Tributary Area= 10.95 10.95 10.95 Footing Uplift= -234 Ib -288 Ib -288 Ib I Standoff Uplift Check Maximum Design Uplift= -288 Ib Standoff Uplift Capacity = 700 Ib 700 Ib capacity>288 Ib demand Therefore,OK Fastener Capacity Check Fastener= 1 -5/16"dia Lag Number of Fasteners= 1 Minimum Threaded Embedment Depth= 2.5 Pullout Capacity Per Inch= 205 Ib Fastener Capacity= 820 Ib 820 Ib capacity>288 Ib demand Therefore,OK of 6 Framing Check ARRAY 1 PASS Dead Load 9.9 psf w=60 plf PV Load 3.0 psf Snow Load 32.4 psf C 2x10 Rafters @ 16"o.c. ; Member Span=11'-11" Governing Load Combo=DL+SL Note:Attachments shall be Staggered. Total Load 45.3 psf Member Properties Member Size S(in"3) 1(in^4) Lumber Sp/Gr Member Spacing 2x10 21.39 98.93 SPF#2 @ 16"o.c. r Check Bending Stress '�. Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.1 x 1.15 Allowed Bending Stress=1272.9 psi Maximum Moment = (wL"2)/8 = 1072.1 ft# = 12865.2 in# Actual Bending Stress=(Maximum Moment)/S =601.5 psi Allowed>Actual••47.3%Stressed •- Therefore,OK Check Deflection Allowed Deflection(Total Load) = U120 (E=1400000 psi Per NDS) = 1.191 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*L^4)/(384*E*I) = 0.198 in = U723 < U120 Therefore OK Allowed Deflection(Live Load) = U180 0.794 in Actual Deflection(Live Load) _ (5*w*L"4)/(384*E*I) 0.142 in U1008 < U180 Therefore OK Check Shear Member Area= 13.9 in^2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1873 lb Max Shear M=w*L/2 = 360 Ib Allowed>Actual•-19.3%Stressed -- Therefore,OK 4 of 6 Framing Check ARRAY 2 PASS w=67 Dead Load 14.8 psf PV Load 3.0 psf Snow Load 32.4 psf 2x10 Rafters @ 16"o.c. Member Span=8'-1" �+ Governing Load Combo=DL+SL Note:Attachments shall be Staggered. Total Load 50.2 psf Member Properties Member Size S(in"3) 1(in^4) Lumber Sp/Gr Member Spacing 2x10 21.39 98.93 SPF#2 @ 16"o.c. Check Bending Stress Fb(psi)= fb . x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.1 x 1.15 Allowed Bending Stress=1272.9 psi Maximum Moment = (wL"2)/8 = 546.656 ft# = 6559.87 in# Actual Bending Stress=(Maximum Moment)/S =306.7 psi Allowed>Actual-24.1%Stressed -- Therefore,OK ! ' Check Deflection " Allowed Deflection(Total Load) = U240 (E=1400000 psi Per NDS) = 0.404 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*L^4)/(384*E*I) = 0.047 in = U2064 < U240 Therefore OK Allowed Deflection(Live Load) = U360 0.269 in Actual Deflection(Live Load) _ (5*w*L114)/(384*E*I) 0.030 in U3234 < U360 Therefore OK Check Shear Member Area= 13.9 in^2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1873 Ib Max Shear M=w*L/2 = 271 Ib 0 Allowed>Actual--14.5/o Stressed -- Therefore,OK 5of6 Lateral Per 2009 IBC Chapter 34 I Existing Weight of Effected Building Level Area Weight(pso Weight Ib Roof 936 sf 9.9 psf 9266 Ib Ceiling 936 sf 0.0 psf 0 Ib Vinyl Siding 124 ft 2.0 psf 5704 Ib (8'-0"Wall Height) Int.Walls 124 ft 6.4 psf 18253 Ib Existing Weight of Effected Building 33223 Ib Proposed Weight of PV System E Weight of PV System(Per Sunrun Inc.) 3.0 psf Approx.Area of Proposed PV System 288 sf Approximate Total Weight of PV System 864 Ib 10%Comparison 10%of Existing Building Weight(Allowed) 3322 Ib Approximate Weight of PV System(Actual) 864 lb Percentlncrease 2.6% 3322 Ib>864 Ib,Therefore OK 6 of 6 J �nC January 5, 2016 STRUCTURAL ENGINEERS Sunrun Inc. 23052 Alcalde Dr. Irvine, CA 92653 Subject: Structural Certification for Installation of Solar Panels Job Number:2016-00122 Client: Hsien-Wen Hsu-222R-106HSU Address: 106 Meadowood Road, North Andover, MA 01845 Attn.:To Whom It May Concern A field observation of the condition of the existing framing system was performed by an audit team from Sunrun Inc.. From the field observation of the property,the existing roof structures was observed as follows: The existing roof structure consists of: • Composition Shingle over Roof Plywood is supported by 2x10 Rafters @ 16"o.c. at ARRAY 1. The rafters are sloped at approximately 36 degree and have a maximum projected horizontal span of 11 ft 11 in between load bearing walls. • Composition Shingle over Roof Plywood is supported by 2x10 Rafters @ 16"o.c. at ARRAY 2. The rafters are sloped at approximately 36 degree and have a maximum projected horizontal span of 8 ft 1 in between load bearing walls. Design Criteria: • Applicable Codes=2009 IBC,ASCE 7-05, and NDS-05 • Ground Snow Load=55 psf • Roof Dead Load=9.9 psf ARRAY 1 ; 14.8 psf ARRAY 2 • Basic Wind Speed= 110 mph Exposure Category C • Solar modules=as indicated in attached drawings As a result of the completed field observation and design checks: • ARRAY 1 is adequate to support the loading imposed by the installation of solar panels and modules. Therefore, no structural upgrades are required. • ARRAY 2 is adequate to support the loading imposed by the installation of solar panels and modules.Therefore, no structural upgrades are required. certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements in accordance with the 2009 IBC. �P%1"OFM,gssq If you have any questions on the above, do not hesitate to call. �y PAULK. G ZACHER f'n Prepared By: o STRUCTURAL PZSE, Inc.-Structural Engineers No.50100 Roseville, CA 0 IONAL�G\ 1 of 1 81,50 Sierra Colege Bodewd 'Sufi 150 # Rcrwde,CA 95661 916.961.3960T 916.961.3 '65 * www.pzse.com The Commonwealth of Massachusetts z Department of IndustrialAccidents 1 Congress Street,Suite 100 Boston,MA 02114-2017 www mass.gov/dia N orkers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual):Sunrun Installation Services, Inc. Address:775 Fiero Lane, Suite 200 City/State/Zip:San Luis Obispo, CA 93401 Phone #:978-549-9438 Are you an employer?Check the appropriate box: Type Of project(required): 1.[Z]I am a employer with 35 employees(full and/or part-time).* 7. ❑New construction 2.M I am a sole proprietor or partnership and have no employees working for me in any capacity.[No workers'comp.insurance required.] . [J Remodeling 9 3.❑I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. El Demolition 4.[—]I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 ❑Building addition ensure that alln r co t actors either have workers'compensation insurance or are sole 11. Electrical p ❑ ectr cal repairs or additions proprietors with no employees. 12.E]Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑ repairs re airs 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.❑✓ Other Rooftop Solar 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site T information. Insurance Company Name:Zurich American Insurance Company Policy#or Self-ins.Lic.#:WC013696001 &WC013696101 Expiration Date: 10/01/2016 Job Site Address:106 Meadowood Rd North Andover, MA 01845 City/State/Zip: 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. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Si nature: Date: -zf)t Phone#:978-544-9438 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#: Aco V CERTIFICATE OF LIABILITY INSURANCE FDATE(MMIDDIYYYY) 1010112015 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(les)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH RISK&INSURANCE SERVICES NAME: 345 CALIFORNIA STREET,SUITE 1300 AIC. o E:t: A/c No: CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# 104960339-STND-GAX-15-16 INSURER A:James River Insurance Company 12203 INSURED INSURER B:NIA N/A Sunrun Installation Services,Inc. and REC Solar,Inc. INSURER C:Houston Casualty Company 42374 775 Fiero Lane,Suite 200 INSURER D San Luis Obispo,CA 93401 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002994222-03 REVISION NUMBER:5 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 ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE 1=wvD POLICY NUMBER MM/DD/MY MMIDD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY 000641241 10/0112015 10101/2016 EACH OCCURRENCE $ 1,000,000 -UAMAGE TO CLAIMS-MADE IJ OCCUR PREMISES Ea occurrence) $ 300,000 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY E PRO- JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 NX OTHER: Host Liquor Lia ility TOTAL POLICY LIMIT $ 10,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident C UMBRELLA LIAB X OCCUR H15XC5023203 1010112015 10/01/2016 EACH OCCURRENCE $ 10,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $ 10,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EX-'w­-E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) Re:Permitting within jurisdiction. CERTIFICATE HOLDER CANCELLATION Town of North Andover SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 120 Main Street THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN North Andover,MA 01845 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services Stefan Szulc ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014/01) The ACORD name and logo are registered marks of ACORD A00RO CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) `� 1 10/8/2015 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 be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Arthur J.Gallagher&Co. Insurance Brokers of CA. PHONE 415-546-9300 F"� No):415-536-8499 1255 Battery Street#450 E-MAIL San Francisco CA 94111 INSURERS AFFORDING COVERAGE NAIC# INSURERA:Zurich American Insurance Company 16535 INSURED SUNRINC-01 INSURER 8: Sunrun Installation Services Inc. INSURERC: 775 Fiero Lane, Suite 200 San Luis Obispo,CA 93401 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:944362624 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I ADDL SUBRI POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DDIYYYY MWDD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE r OCCUR E NTE PREMISES Ea occurrence $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ RPOLICY❑JECT PRO- ❑ LOC PRODUCTS-COMP/OP AGG $ OTHER: AUTOMOBILE LIABILITY Ea aCOMBCINED SINGLE LIN $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOSP $ NON-OWNED PROPERTYDAMAGE— AUTOS Per accident $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ A WORKERS COMPENSATION Y WC0136960010/1/2015 10/1/2016 X PER OTH- A AND EMPLOYERS'LIABILITY YIN N WC013696101 0/1/2015 10/1/2016 STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatoryin NH) E.L.DISEASE-EA EMPLOYE $11000,000 If yes,describe under DESCRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached H more space is required) WC013696001 -$25,000 Deductible;WC013696101 -FL, HI, MA, NJ, NY, OR,VA,WI only. Evidence of Insurance CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Of North Andover ACCORDANCE WITH THE POLICY PROVISIONS. 120 Main St North Andover MA 01845 USA AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014/01) The ACORD name and logo are registered marks of ACORD s Office of Consumer Affairs afid Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 180120 Type: Supplement Card Expiration: 10/14/2016 SUNRUN INSTALLATION SERVICES.INC. STEPHEN KELLY 775 FIERO LANE SUITE 200 SAN LUIS OBISPO, CA 93401 Update Address and return card.Mark reason for change. SCA 1 0 20M-05/11 Address F-� Renewal F� Employment F-� Lost Card C��e o�r�vrraa�uue�cCG�a�c�/liGtcaetcc�ze�Je ffice of Consumer Affairs&Business Regulation License or registration valid for individul use only E IMPROVEMENT CONTRACTOR before the expiration date. If found return to: t, _,. "''� Office of Consumer Affairs and Business Regulation gistration:r-:1$Qt2 ;= Type: 10 Park Plaza-Suite 5170 Expirati6n a0%�4/20-1-0 Supplement Cavi Boston,MA 02116 SUN LIN INSTALLATION:-SERVECE"S INC. STEPHEN KELLY 775 FIERO LANE SUITE 200=_ i.-:.>___-�;* azz 000, SAN LUIS OBISPO,CA 93401 Undersecretary Not valid without si ture IAJ MIN D �4NEW- Y •r { 11 A Ui A ' �� r iOil Q � :. -,-0841-2020 4 VEPHIA0 _ STONEHAM,to OV80-2821 `"• ! '� ���4�� ��p117.#t�2� �18e�r47=1�2iK14 r �f1 +�+e��� V • a r - Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-4M622 Construction Supervisor s r A f S'TIEPHEN A KE LLTSTONEHAM MA. 02180 IS PARKWAY ROAD, 's01 ' f Expiration. Co ' missione'r 0 810 1 120 17 SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE# DESCRIPTION SYSTEM SIZE: 4240W DC, 3840W AC • ALL WORK SHALL COMPLY WITH 2014 NEC, 2009 IBC, MUNICIPAL CODE, AND SE SERVICE ENTRANCE SOLAR MODULES PV-1.0 COVER SHEET • MODULES: (16) HANWHA Q-CELLS: Q.PRO BFR- G4 265 ALL MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS. RAIL PV-2.0 SITE PLAN • INVERTER(S): • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH 2014 NEC. PV-3.0 LAYOUT (16) ENPHASE ENERGY: M250-60-2LL-S2X • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH 2014 NEC. Mp MAIN PANEL • RACKING: SNAPNRACK SERIES 100 UL; FLASHED L FOOT. . PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY PV-4.0 ELECTRICAL SEE PEN D01. ' GROUNDED IN THE INVERTER. SYSTEM COMPLIES WITH 690.35. PV-5.0 SIGNAGE • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. SP SUB-PANEL STANDOFFS & • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. FOOTINGS • SNOWGUARD REQUIRED. • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. • SOLAREDGE RAPID SHUTDOWN REQUIRED. • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(E)AND 2012LC PV LOAD CENTER CHIMNEY IFC 605.11.2. • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. • 9.23 AMPS MODULE SHORT CIRCUIT CURRENT. SM SUNRUN METER Q ATTIC VENT �N OF • 14.42 AMPS DERATED SHORT CIRCUIT CURRENT(690.8 (a) &690.8 (b)). q0 FLUSH ATTIC VENT PAUL K. tiG PM DEDICATED PV METER ZACHER o PVC PIPE VENT TRUCTURAL r; INVERTER(S)WITH 50100 INV INTEGRATED DC ® METAL PIPE VENT �o isi DISCONNECT AND AFCI ® T-VENT �SS�ONAI.�G� AC AC DISCONNECT(S) 0 SATELLITE DISH For Structural Only DC DC DISCONNECT(S) FIRE SETBACKS CB HARDSCAPE 0 COMBINER BOX R F_ __1 INTERIOR EQUIPMENT —PL— PROPERTY LINE L[ a SHOWN AS DASHED SCALE: NTS sunrun A AMPERE AC ALTERNATING CURRENT AFCI ARC FAULT CIRCUIT INTERRUPTER LICENSE NO. 750184 AZIM AZIMUTH VICINITYMAP COMP COMPOSITION 200 RESEARCH DR,WILMINGTON,MA 01887 DC DIRECT CURRENT PHONE .� FAX 888.657.6527 FAX (E) EXISTING I EXT EXTERIOR CUSTOMER RESIDENCE: FIRM FRAMING HSIEN-WEN HSU ' AINT INTERIOR LBW LOAD BEARING WALL 106 MEADOWOOD RD, NORTH MAG MAGNETIC ANDOVER, MA, 01845 MSP MAIN SERVICE PANEL TEL.(508)982-4980 APN#:025.0-0100 (N) NEW PROJECT NUMBER: NTS NOT TO SCALE OC ON CENTER 222R-106HSU PRE-FAB PRE-FABRICATED PSF POUNDS PER SQUARE FOOT DESIGNER: zs PV PHOTOVOLTAIC C. OEPOMO _ T106 tleadovrn�Rd TL TRANSFORMERLESS DRAFTER: TYP TYPICAL DI V VOLTS W WATTS SHEET 0p. r REV NAME DATE COMMENTS COVER SHEET A Q REV:A 1/5/2016 A PAGE PV-1 .0 SITE.PLAN -SCALE = 3/32"= V-0" PITCH AZIM AZIM (SQFTA ® AR-01 360 266' 2800 125.8 AR-02 360 1760 1900 161.8 (E) RESIDENCE (N)ARRAY AR-01 PL PL PL PIL PL PL PL PL l p J a r O Rl a SE � SM LC �o (N)ARRAY AR-02 sunrun LI 4 ©Q LICENSE NO. 750184 Q Q� 200 2WILMINGTON,MA 01887 ONE 888857.67 FAX 805.528.9701 `�• a a CUSTOMER RESIDENCE: P� HSIEN-WEN HSU a 4 106 MEADOWOOD RD, NORTH P� ANDOVER, MA, 01845 a TEL.(508)982-4980 APN#:025.0-0100 P� 1) PROJECT NUMBER: M�PV0,440� 222R-106HSU J"OFMq DESIGNER: - C. O Q EPOMO PAUL K. yG - ZACHER m� DRAFTER: TRUCTURAL y 50100 DI �Pa /S T � SHEET �SS�ONAL�G\� SITE PLAN REV:A 1/5/2016 PAGE PV-2.0 ROOF TYPE ATTACHMENT ROOF HEIGHT ROOF FRAME FRAME TYPE FRAME MAX FRAME OC ROOF EDGE MAX RAIL MAX RAIL DESIGN CRITERIA 1. EXPOSURE MATERIAL SIZE SPAN SPACING ZONE SPAN OVERHANG MODULES: AR-01 COMP SHINGLE FLASHED L FOOT. SEE PEN D01. TWO STORY ATTIC WOOD RAFTER 2 X 10 14'-9" 16" NO 4'-0" 1'-4" HANWHA Q-CELLS: Q.PRO BFR- G4 265 AR-02 COMP SHINGLE FLASHED L FOOT. SEE PEN D01. FIRST STORY VAULTED WOOD RAFTER 2 X 10 10._01. 16" NO 4'-0" 1'-4" MODULE DIMS: D1 -AR-01 -SCALE: 1/4" = V D2 -AR-02 -SCALE: 1/4" = 1' 65.7"x 39.4"x 1.26" PITCH: 36° PITCH: 36° MODULE CLAMPS: AZIM: 266° AZIM: 176° Portrait: 9.84"- 13.78" Landscape: 0"- 3.94" ® ® MAX DISTRIBUTED LOAD: 3 PSF SNOW LOAD: 50 PSF WIND SPEED: 100 MPH 3-SEC GUST. LAG SCREWS: 5/16"x3.5": 2.5" MIN EMBEDMENT PENETRATION SPACING: 4'-7" STAGGERED F 6" 1'-6" 23'-3" 1'-9" - �— (H OF*SS -4'TYP V PAUL K. 9G 3 F-10 ZACHER TRUCTURAL r; 50100 �O ?STE� 4 TYP (D- �SS/ONA%- 5'-6" _e e- e. 16'-6" sunrun --O LICENSE NO. 750184 200 RESEARCH DR,WILMINGTON,MA 01887 7'-3" PHONE 888.657.6527 FAX 805.528.9701 CUSTOMER RESIDENCE: e- HSIEN-WEN HSU 106 MEADOWOOD RD, NORTH ANDOVER, MA, 01845 2'-6" TEL.(508)982-4980 APN#:025.0-0100 I� PROJECT NUMBER: 222R-106HSU DESIGNER: C. OEPOMO DRAFTER: DI SHEET LAYOUT REV:A 1/5/2016 PAGE PV-3.0 120/240 VAC SINGLE PHASE .MAX 16 MICRO-INVERTERS PER BRANCH CIRCUIT SERVICE *MULTIPLE BRANCH CIRCUITS IN PARALLEL •ENPHASE MULTI-PIN CONNECTORS-- 1ST AC CONNECTOR AT METER#: EACH BRANCH CIRCUIT IS A SUITABLE DISCONNECTING MEANS. O NATIONAL GRID 12804613 (N) 60A ENPHASE •DO NOT DISCONNECT/CONNECT UNDER LOAD UTILITY AC COMBINER BOX GRID (WITH (3) PRE-INSTALLED f f ENPHASE ENERGY: 1 BFR- G4 5 MODULES 6 EXISTING 20A PV BREAKERS AND + f,/ + f f + f f j 200A MAIN ENVOY COMMUNICATION M250-60-2LL-S2X C T BREAKER GATEWAY] -- I Q( )PRO BFIR G4 265 AND EXISTING MICRO-INVERTER PAIRS (1) BRANCH OF -� '- 200A MAIN (N) LOCKABLE --- --- - (9) MICRO-INVERTERS PANEL BLADE TYPE (N) SUN RUN (1) BRANCH OF FACILITY AC DISCONNECT METER JUNCTION BOX ./� (7) MICRO-INVERTERS . LOADS OR EQUIVALENT 3 3 3 2 1 0 ___e O —� FACILITY 20A PV _ GROUND SQUARE D 250V METER 20A BREAKER (A) BREAKER AT DU221 RB SOCKET 20A BREAKER (B) OPPOSITE END 3R, 30A, 2P 125A CONTINUOUS OF BUSBAR 120/240VAC & 240V METER 200A, FORM 2S CONDUIT SCHEDULE NOTES TO INSTALLER: 1. INSTALL NEW 60 AMP ENPHASE AC COMBINER BOX WITH (2) PRE-INSTALLED # CONDUIT CONDUCTOR NEUTRAL GROUND 20A BREAKERS. (2) 12 AWG ENGAGE CABLE (1) 12 AWG ENGAGE CABLE 2. ADD 20 AMP PV BREAKER TO MAIN PANEL. sunrun 1 NONE PER BRANCH CIRCUIT PER BRANCH CIRCUIT (1) 12 AWG ENGAGE CABLE 2 1" EMT OR EQUIV. (4) 10 AWG THHN/THWN-2 (2) 10 AWG THHN/THWN-2 (2) 8 AWG THHN/THWN-2 3 3/4" EMT OR EQUIV. (2) 10 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 LICENSE NO. 750184 200 RESEARCH DR,WILMINGTON,MA 01887 PHONE 888.657.6527 FAX 805.528.9701 MODULE CHARACTERISTICS CUSTOMER RESIDENCE: HANWHA.Q-CELLS: Q.PRO 265 W HSIEN-WEN HSU BFR- G4 265 106 MEADOWOOD RD, NORTH OPEN CIRCUIT VOLTAGE 38.01 V ANDOVER, MA, 01845 MAX POWER VOLTAGE 30.75 V TEL.(508)982-4980 APN#:025.0-0100 SHORT CIRCUIT CURRENT 9.23 A PROJECT NUMBER: 222R-106HSU DESIGNER: C. OEPOMO DRAFTER: DI SHEET ELECTRICAL REV:A 1/5/2016 PAGE PV-4.0 LABEL LOCATION: (C)(CB) A WARNING °° ' G PER CODE: NEC690.13.G.3&NECfW® ' © 0� rJ-�LI``7 LABEL LOCATION: 690.13.G.4 (AC)(POI) PER CODE:705.12(D)(2) B TOTAL RATING OF OVER CURRENT THIS EQUIPMENT FED BY MULTIPLE SOURCE PER CODE:NEC690.13. DEVICES,EXCLUDING MAIN SUPPLY OVERCURRENT DEVICE SHALL NOT EXCEED 0 0 0 AMPACITY OF BUSBAR PER CODE: NEC690.56(C) , LABEL LOCATION: . �� (UNDER ROOFING MATERIAL) • _ ,, PER CODE:NEC690.13.G.1 • = • AWARNING LABEL LOCATION: ® LABEL LOCATION: LABEL LOCATION: ELECTRIC SHOCK HAZARD (DC) CODE:NEC 690.35(F)TO BE USED PER(DC) ® ® ♦ (INV) ♦ THE CONDUCTORS OF THIS WHEN INVERTER IS UNGROUNDED ® 0 PER CODE: NEC690.13.6 ® ® ON POWERONE INVERTER PHOTOVOLTAIC SYSTEM ARE PER CODE:NEC 690.15 AND NEC 690.13(B) UNGROUNDED AND MAY BE ENERGIZED CAUTION: SOLAR ELECTRIC 0 0 ® LABEL LOCATION: SYSTEM CONNECTED A WA R N I N G (AC)(POI) 0 * PER CODE:NEC690.13.B LABEL LOCATION: LABEL LOCATION: TURN OFF PHOTOVOLTAIC PED)R CODE:NEC110.27(C) (AC)(POI) AC DISCONNECT PRIOR TO PER CODE:NEC690.16.6 WORKING INSIDE PANEL :• , / / ;, o 0 ® ® ® D LABEL LOCATION: LABEL LOCATION: AC (AC)(POI) ° ® PER CODE:NEC690.33.E.2 A WARN I N G PER CODE:NEC690.54 ELECTRIC SHOCK HAZARD LABEL LOCATION: (AC)(POI) sunrun ACAUTION LABEL LOCATION: DO NOT TOUCH TERMINALS PER CODE:NEC 690.17.E (INDIVIDUAL BREAKERS) TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM CIRCUrr IS RACKFED PER CODE:NEC705.12.D.3.4 LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION DC VOLTAGE IS ALWAYS PRESENT �� '.• LABEL LOCATION: WHEN SOLAR MODULES ARE (DC)(INV) ® EXPOSED TO SUNLIGHT LICENSE NO. 750184 PER CODE:NEC690.53 ® " ® ® DC LABEL LOCATION: ,. (DC)(INV) 200 RESEARCH DR,WILMINGTON,MA 01887 PER CODE: IFC.60.11.3 IFC 605.11.1.4 NEC 690.15,NEC 690.13(B)&NEC A WARNING- INVERTER FAX 805529970/ • 690.14C.2. OUTPUT CONNECTION LABEL LOCATION: (POI) CUSTOMER RESIDENCE: DO NOT RELOCATE THIS PER CODE:NEC 705.12.D.2 HSIEN-WEN HSU OVERCURRENT DEVICE 106 MEADOWOOD RD, NORTH ANDOVER, MA, 01845 TEL.(508)982-4980 APN#:025.0-0100 ® ® ® LABEL LOCATION: LEGEND (AC) PER CODE:690.13.6 A WARNING PROJECT NUMBER: 222R-106HSU (AC): AC Disconnect ELECTRIC SHOCK HAZARD (A) (POI) DO NOT TOUCH I (C): Conduit TERMINALS ON BOTH TERLINE AND NALS PER CODE:NEC 690.17.E DESIGNER: C. OEPOMO (CB) Combiner BOX - �' - LOAD SIDES MAY BE ENERGIZED _ ® ® IN THE OPEN POSITION DRAFTER: (D) Distribution Panel (DC): DC Disconnect DI (IC): Interior Run Conduit SHEET (INV): Inverter with integrated DC disconnect SIGNAGE (LC): Load Center (M): Utility Meter REV:A 1/5/2016 (POI): Point of interconnection PAGE PV-5.0