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,;�� . �. �_ _. ,, �. . ., �, o e a � ,� p � ;� �. ., .. e M w a F a ., a . .. :� r ,, _ �: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION (140 Map Parcel /.lam Application # Health Division Date Issued Conservation Division Application Fee ? Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH iuA _ Preservation / Hyannis NA Project Street Address �,� Village Owner &Aohy .// Sadie Address 7.Z `loi�fd ,���ird,%1� RV 0.043Z Telephone .�08-�✓f1-;llOo?� Permit Request rmg=g.L sai-A 4 �=aerAld 739vu s oAU Raolr Lo' Exisn .q&M e -,,Aa ek l,Uy�+7C�L�ONN1.`C 7LIO w►7W NOMIC Gt40er17!CA L r f Square feet: 1 st floor: existing -" proposed — 2nd floor: existing -~' proposed — Total new -- Zoning District RC Flood Plain — Groundwater Overlay -- Project Valuation Z?-!r Dv Construction Type,&e ;, -5P4, -Vlvaya!> Lot Size .w4 Grandfathered: ❑Yes---a No If yes, attach supporting documentatio.r•. n Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) • �? 3 Age of Existing Structure rs Historic House: ❑Yes XNo On Old King s`tHighway wQ YestWNI Basement Type: ❑ Full /U4ravvl ❑Walkout ❑ Other — rn Basement Finished Area (sq.ft.) MA - Basement Unfinished Area (sq.ft) --4JA '�' _ µ.f Number of Baths: Full: existing new Half: existing nevv c Number of Bedrooms: existing— new `- Total Room Count (not including baths): existing new First Floor Room Count --- Heat Type and Fuel: ❑ UaS t//Q-eil ❑ Electric ❑ Other Central Air: ❑Yes ❑NW/Pimplaces: Existing New Existing woodA-,ml WK❑Yes ❑ No Detached garage: ❑ exis�nfevf size—Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size= Attached garage: ❑ exisitg4-0hovv- size _Shed: ❑ existing ❑ new size — Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes �<No If yes, site plan review# Current Use S'/N4,G &g1i" 1 Proposed Use ,VP eAoov e APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address/6d a4awa:aee W.Uilo License # GC. /07663 .�►��-o.���,A,&& Home Improvement Contractor# Email Alml"Ze Worker's Compensation #tfJ,y�YeG�066�G�S'da ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE �/ DATE F' i FOR OFFICIAL USE ONLY { APPLICATION# DATE-ISSUED h x MAP-:/PARCEL NO. f ADDRESS ' VILLAGE OWNER o DATE OF INSPECTION: FOUNDATION FRAME ' rS • INSULATION ` •FIREPLACE ` E "5 ELECTRICAL: ROUGH FINAL' PLUMBING: ROUGH FINAL ." ' f GAS: ROUGH FINAL ' is I � • •- - - J,` • • FINAL BUILDING. kj DATE-CLOSED OUT ' I ASSOCIATION PLAN NO. Lt _ The Commonwealth of Massachusetts Department of Industrial Accidents in Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/did Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Apulicant Information Please Print Legibly Name(Business/Orgattizatiori/Individual): r7o_77ity corporation---, Address: 3055 Clearview Way San MateoC&94402 Ph 888-765-2489 City/State/lip: -- one #: _ Are you an employer?Check the appropriate box: Type of project(required): 1.IM I am a employer with 5000 4. I am a general contractor and I 6. 0 New construction employees(full and/or part-time).* . have.hired the sub-contractors 2. I am a sole proprietor or partner- listed on the attached sheet. t 7• ®Remodeling ship and have no employees These sub-contractors have 8. El Demolition- t' workin for me in an capacity. workers'comp.insurance. g Y9. [3 Building addition [No workers' comp. insurance 5. We area corporation and its required.] officers have exercised their 10. Electrical repairs or additions 3.El I am a homeowner doing all work right of exemption per MGL . 1.E3 Plumbing repairs or addition_s myself. [No workers' comp. c. 152,§1(4),and we have no, ]2. Roof repairs insurance required.] t employees. [No workers' 13.El-0ther Solar comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Liberty Mutual Insurance Company _6. 26 0 Policy#or Self-ins.Lic.#: ._ _7-- Expiration Date: 9/1/14 ---- _.... ,Zllo. . mad Job Site Address: _ _ 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 Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage_verification. I do hereby certify under the pains and'penalties of perjury that the information provided above is true and correct Sirtature: �� � �! ���� Date: 8/6/2014 Phone#: 888-765-2489 Official use only. Do not write in this area,to be completed by city or town offkiaL 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 3. Contact Person: C Phone#: tl' A� CERTIFICATE OF LIABILITY INSURANCE °AT21/2 3 OS/21/2013 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(iss)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 endorsements PRODUCER 0726293 1-415-546-9300 CONTACT NAME: Brendan Quinlan Arthur J. Gallagher 6 CO. PHONE FAX Insurance brokers of California, Inc., License #0726293 Ai No.Ertl• 415-536-4020 1255 Battery Street #450 AD AIL brendan quinlan@ajg.com San Francisco, CA 94111 INSURER(S)AFFORDING COVERAGE NAICIf INSURER A: LIBERTY MDT FIRE INS CO 23035 INSURED INSURERS: LIBERTY INS CORP 42404 SolarCity Corporation INSURER C 3055 Clearview Way iNSURERD: San Mateo , CA 94402 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: 35272277 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER MM/LDIDIMY MM1DD/YYYY LIMITS LTR A GENERAL LIABILITY TB2661066265053 09/01/1 09/01/14 EACH OCCURRENCE $1,000,000 X DAMAGE TO RENTED 1001 000 COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence) $ CLAIMS-MADE OCCUR MED EXP(Any one, - on) $ 20,000 X Deductible: $25,000 1,000,000 PERSONAL 8 ADV INJURY $ GENERAL AGGREGATE. $2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $2,000,000 X I POLICY PRO-rCT LOC $ A AUTOMOBILE LIABILITY - AS2661066 0 3 COMBINED SINGLE LIMIT _(Ea accident 1,000,000 X ANY AUTO - BODILY INJURY(Per person) $ ALL OWNED SCHEDULED - BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS AUTOS Peraaident $ UMBRELLA LIAB OCCUR - EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DEO RETENTION$ - - $ B WORKERS COMPENSATION WC7661066265033 (WI Retr 09/01/1 09/01/14 X ,WRSTATU- OTH- AND EMPLOYERS'LIABILITY B ANY PROPRIETOR/PARTNER/EXECUTIVE Y!N WA766DO66265023 (Ded) 09/01/1 09/01/14 E.L EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUC N❑ N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yyes,describe under DESCRIPTION OF OPERATIONS below - E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Proof Of Insurance. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Evidence of Insurance Only THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE. ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD satyasan 35272277 DocuSS4a Envelope ID:23A92E5F-B7C8-4287-A75E-33A8B7A821E1 .1117A.S�c,!s . olaf City SolarLease 3055 Clearview Way, San Mateo, CA 94402 AMENDMENT T (888) SOL-CITY F(650) 638-1029 SOLARCITY.COM - Customer Name and Address Customer Name installation Location Contractor License Anthony Burke 472 Elliott Rd MA HIC 168572/MA Lic. MR- 472 Elliott Rd Barnstable, MA 02632 1136 Barnstable, MA 02632 1. The SolarLease Agreement between SolarCity and You, (the "Agreement") including the Exhibits to that Agreement, are hereby amended as follows: a. Section 3 of the Agreement, "System Description" is replaced in its entirety with the following: 11.500 kW DC(STC) photovoltaic system Photovoltaic Modules I nverter(s) Mounting system Monitoring system ` Electric meter number: ; Extras: None. i a b. Section 4 of the Agreement, "Lease Payments; Amounts" is replaced in its entirety with the following: r SolarLease Amendment,June 1111,2014 Copyright©2008-2014 SolarCity Corporation,All Rights Reserved. 1 DocuSign Envelope ID:23A92E5F-B7C8-4287-A75E-33A8B7A821E1 I have read this Amendment in its entirety and I acknowledge that I have received a complete copy of this Amendment. This amendment supersedes any prior amendments that are inconsistent with the subject matter contained herein. The pricing in this Lease Amendment is valid for 30 days after 7/24/2014. If you don't sign this Lease Amendment and return it to us on or prior to 30 days after 7/24/2014, SolarCity reserves the right to reject this Lease Amendment unless you agree to our then current pricing. Customer's Na :a��Burke Signature: zseFFsnozces43B.:. Date: 7/24/2014 Customer's Name: Signature: Date: ,;SolarCity. SolarLease SOLARCITY APPROVED Signature: LYNDON RIVE,CEO SolarLease SolarCity. Date: 7/24/2014 SolarLease Amendment,June 11t',2014 Copyright O 2008-201.4 SolarCity Corporation.All Rights Reserved. OWNER AUTHORIZATION Job ID: 024 3&4 Location: Qr!/l as Owner of the subject property hereby authorize SolarCity Corp—HIC 168572/ MA Lic 1136 MR to act on my behalf, in all matters relative to work authorized by this building permit application and signed contract. Signature of Owner: Date: 24 St Martin Drive,Building 2 Unit 11 Marlborough,MA 01752 T(888)SOL-CITY v(508)460-0318 SOLARCITY.COM AZ ROC 243771,CA CSL8 888104,CO EC 8041,CT HIC 0632778,OC HIC 71101486,DC HIS 71101488,HI CT-29770, - MA HIC 168572,MD MHIC 128948,NJ 13VH06160600,,NY Wr,24624-HI I,OR OCR 180498,PA 077343,TX TD1R 27006,VIA SOLARC•91901 MEM WirrO)W'16l<Al? -r M 'an Bu iness Office of Consumer.Affairs d. Regulation s 10 Park Plaza Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration , Registration: 168572 ' Type: Supplement Card SOLARCITY CORPORATION x t Expiration: 3I8I2015 CRAIG ELLS -- — ---- —° -., 24 ST. MARTIN STREET BLD 2 UNIT 11. MARLBOROUGH, MA 01752 -- Update Address and return card.Mark reason for change. sc.�r c 2orn.os o El Address Renewal n,Employment 1=I Lost Card DITice of Consumer Affairs&Business Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: ' Office of Consumer Affairs and Business.Regulation P Registration: 168572 TYpC 10 Park Plaza-Suite 5170 Expiration: 3/8/2015 b=' Supplements;ard Boston,MA 02116 SOLARCITY CORPORATION ! CRAIG ELLS 1 24 ST MARTIN STREET BLD 2UNI WALBOROUGH;MA 01752 Undersecretary Not v lid without signature - t 'Aassachuseits -Departnlesit vt Public 50elt;' Board of Dwlding Regwatlons anci tiritlattis C,fnrt'r�:llrr tirrli4°Iti1. r a ccense..CS-107663 CRAIG ELLS 206 BAKER STREET'' 1; x Keene NH 03431 08/29/2017 I?.e Q�'I'1d1�'L�j?iLl� 1tX GL' ?11�CY�CiJ?wolem, Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement-Contractor Registration Registration: 168572 Type: Supplement Card i .SOLARCITY CORPORATION e t;� . Expiration: 3/8/2015 - _ - - NILE MILLER =% 24 ST. MARTIN STREET BLD 2 UNIT 11y ` -� MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. SCA 1 Co 20M-05M / [] Address Renewal PI Employment ;II Lost Card ��[. T c,iiriicriurrr.Ci�r�r,•f�3.1(rrGS�rc�rc�hl/' ffice of Consumer Affairs&Business Regulation License or registration valid for individul use only ~ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation istrati egon: 168572 Type. ti 10 Park Plaza-Suite 5170 Expiration: 3/8/2015 Supplement C.-ard Boston,MA 02116 SOLARCITY CORPORATION NILE MILLER 24 ST MARTIN STREET BLD 2UN1 WALBOROUGH,MA 01752 Undersecretary Not valid without signature r a STRU(TURAL ENGINEERS' 1C July 15,2014 SolarCity 3055 Clearview Way �tH oFMq San Mateo,CA 94402gcti TEL: (650)638-1028 PAUL K. N ZACHER FAX: (650)638-1029 TRUCTURAL ti 50100 Attn.: Jesus Santiago, AL Re:Re: Job 201401138:Burke—026366-472"Elliot Road,Barnstable,MA 02632 _ FXP.6/3on6 Subject: Certification Letter A jobsite observation of the condition of the existing framing system was performed by an audit team from SolarCity. All attached structural calculations are based on these observations and the design criteria listed below: On the above referenced project,the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof. The structural review, including the plans and calculations only apply to the section of roof that is directly supporting the solar PV system and its supporting elements..After review it was determined that the existing structure is adequate to carry the loads of PV without a structural upgrade. Design Criteria: • Applicable Codes=2009 IBC,ASCE 7-05 and 2005 NDS • Roof Snow Load=35 psf • Roof Dead Load=5.9 psf(MP 1) • Basic Wind Speed= 120 mph Exposure Category C . • Solar modules=as indicated in attached drawings. I 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. - If you have any questions on the above,do not.hesitate to call. Sincerely, Paul Zacher, SE -President 8150 Siena College Blvd Suite 150-Roseville,CA 95661 —916. 961. 3960-916.96 L.3.965—www.PZSE.com 1r-1E- STRUCTURAL ENGINEERS July 15, 2014 SolarCity 3055 Clearview Way San Mateo,CA 94402 TEL: (650)963-5100,"ext 5452 FAX: (650)638-1029 Attn.:Jesus Santiago re: Job 201401138: Burke-026366 The followingcalculations are for the Structural Engineering Design of the Photovoltaic.Panels g g g _ located at 472 Elliot Road,Barnstable,MA 02632 If you have any questions on the above,do not hesitate to call. Sincerely, Paul Zacher, SE-President L _IH OFAtiy V r '�R q PAUL K. CyG ZACHER l TRUCTURAL � 50100 /STe:. _ �SS/pNAL�G I 8150 Sierra College Boulevard,Suite 150 Roseville,CA 95661 • 916.961.3960 P 916.961.3965 • www.pzse.com 1 of 10 t A jobsite observation of the condition of the existing framing system was performed by an audit team from Solar City. All attached structural calculations are based on these observations and the design criteria listed below. TABLE OF CONTENTS DESIGN LOADING 3 SNOW LOADING 4 MP1 RAFTER LOADING&LOAD COMBINATIONS 5 MP1 RAFTER ANALYSIS 6 WIND DATA&SEISMIC LOADING 7 WIND ANALYSIS 8 PV ANCHORAGE CALCULATIONS 10 DESIGN CRITERIA BUILDING CODE: 2009 INTERNATIONAL BUILDING CODE OCCUPANCY CATEGORY 11 IMPORTANCE FACTOR= 1.0 WIND SPEED= 120 EXPOSURE CATAGORY= C 2of10 PV DEAD AND LIVE LOADS: LIVE LOAD: Roof Pitch 7 in 12 Pitch Adjustment Factor 1.16 Rafter Tributory Area= 20.333, sq ft Live Load= 17.0 .psf (Note:Live loads cannot be placed on the photovoltaic panels.) SNOW LOAD: ' Ground Snow Load= 35.0 psf Roof Snow Load at Roof= 22.1 psf Roof Snow Load at Panel= 16.2 psf DEAD LOADS: PV Array Configuration: { Total number of PV panels= 46 panels PV Panel Width= 38.98 inches , PV Panel length= 64.96, inches PV Panels PV Panel Weight 2.47 psf Mounting System Weight= 0.39 psf(estimated 16%of panel weight) PV Array Dead Load= 2.86 psf Max tributory width to anchorage= 533 ft Max anchorage spacing along rafter= 5.67 ft Max tributory area to anchorage= 30.22 sq ft Dead Load,D= 87 Ibs at each PV support connection to roof . Existing Roof Asphalt Composition Tile 2.00 psf Roofing felt 0,30, psf 7/16"OSB/plywood 1.30 psf 2x6 rafters @ 16 oc 1.51 psf. a Load 5.1 psf Roof Pitch Adjustment 0.81 psf Total Dead Load= 5.9 psf 3of10 PZSE, INC. STRUCTURAL ENGINEERS SNOW LOADING AT ROOF Ground Snow Load,Pg 35 psf Snow Exposure Factor,Ce 0.9 (ASCE 7.3.1.,Table 7-2) Snow Thermal Factor,Ct 1.0 (ASCE 7.3.2,Table 7-3). Snow Importance Factor,I 1.0 (ASCE 7.3.3,Table 7-4) Flat Roof Snow Load,Pf Pf=0.7 x Ce x Ct x I x pg= 22 psf (ASCE 7-1) where pg 5 20 psf,Pf min=I x pg= N/A psf min snow load where pg>20 psf,Pf min=20 x I= 20 psf min snow load Therefore, Pf= 22 psf Sloped Roof Snow load.Ps Roofs shall not be curved,multiple folded plate,sawtooth or barrel vault roofs Warm or cold roof: Use warm roof slope factors(ASCE 7.4.1) Unobstructed roof surface(no dormers,etc.) &with sufficient space below eaves to accept all the sliding snow? Yes (ASCE 7.4) Slippery roof surface(metal,slate,glass, Concrete tile,wood shake and asphalt bituminous,rubber and plastic)? No shingles are not considered slippery(ASCE 7.4) Roof Slope Factor,Cs 1 Cs determined using solid line of fig 7-2a(pg 86) Therefore, Ps=Cs x Pf= 22.1 psf (ASCE 7-2) SNOW LOADING AT ROOF Ground Snow Load,Pg 35 psf Snow Exposure Factor,Ce 0.9 (ASCE 7.3.1.,Table 7-2) Snow Thermal Factor,Ct 1.1 (ASCE 7.3.2,Table 7-3) Snow Importance Factor,) 1.0 (ASCE 7.3.3,Table 7-4) Flat Roof Snow Load,Pf Pf=0.7 x Ce x Ct x I x pg= : 24 psf (ASCE 7-1) where pg 5 20 psf,Pf min=I x pg= N/A psf min snow load where pg>20 psf,Pf min=20 x I= 20 psf min snow load Therefore, Pf= 24 psf Sloped Roof Snow Load,Ps Roofs shall not be curved,multiple folded plate,sawtooth or barrel vault roofs Warm or cold roof: Use cold roof slope factors(ASCE 7.4.2) Unobstructed roof surface(no dormers,etc.) &with sufficient space below eaves to accept all the sliding snow? Yes (ASCE 7.4) Slippery roof surface(metal,slate,glass, Concrete tile,wood shake and asphalt bituminous,rubber and plastic)? Yes shingles are not considered slippery(ASCE 7.4) Roof Slope Factor,Cs 0.667 Cs determined using dashed line of fig 7-2b(pg 86) Therefore, Ps=Cs x Pf= 16.2 psf (ASCE 7-2) { r 4 of 10 MP1 RAFTER LOADING TABLE Rafter Rafter Uniform-No PV Panels( If) Uniform w/PV Panels(plf) Uniform No PV Panels(pit) PV Point Load Length spacing length(ft) length(ft) length(ft) dist from, Anchorage DL U. SL DL LL SL DL U. •SL (ft) (in) from to from to from to Lt DL(Ibs) 15.25 16 7.9 22.7 29.4 0.00 1.25 7.9 0.0 21.6 1.25 14.50 7.9 22.7 29.4 14.50 15.25 4.08 87 9.75 87 s CHECK LOAD COMBINATION(ASCE 2.4.1) Load Combinations(ASCE 2.4.111 Load Duration Factors,Cd(NDS 2.3.2) 1: D D only=0.9 3a:D+S D+S=1.15 3b:D+Lr D+Lr=1.25 7:0.61)+W(uplift) 0.61)+W=1.6 t ,y 1 l 5of10 Project Title: BURKE = ES E Engineer: Project ID: 2014_1138 f ' Protect Descr. _ STRUCTURAL ENGINEERS Wood Beam Rle-_P.VZSBPROJEC 1%PVPANE-112014PV-11B6RKE7-21ENGFffl6kEP-1.EC6 ENERCALC,INC.1983-2014,Build.6.14.126,Ver6.14.1.26 0.00Licensee: PAUL ZACHER STRUCTURAL ENGINEER,INC. Description MP1 RAFTER w . CODE REFERENCES Calculations per NDS 2005,IBC 2009,CBC 2010,ASCE 7-05 Load Combination Set: IBC 2009 Material Properties, Analysis Method; Allowable Stress Design Fb-Tension 875.0 psi E:Modulus of Elasficily Load Combination IBC 2009 Fb-Compr 875.0 psi Ebend-xx 1,400.Oksi y Fc-Prll 1,150.0 psi Eminbend-xx 510.0 ksi Wood Species :Spruce-Pine Fir Fc-Perp 425.0 psi , Wood Grade No. 1/No.2 Fv 135.0psi Ft 450.0 psi Density 27.060pd Beam Bracing : Beam is Fully Braced against lateral-torsion buckling Repetitive Member Stress Increase D(0.00790)1- 0( 02270)S(0.02940) D(0.00790 L Or�0227_1S(0.02940) D(0.0870) D(0.p870) ♦ ♦ + L D(0.00790)St0.021601 I. �• ./ • 2n6 A 2x6 -. - Span=2.0 ft Span=13.167 ft Applied Loads w Service loads entered.Load Factors will be applied for calculations. Loads on all spans... Partial Length Uniform Load: D=0.00790, S=0.02160 klft,Extent=1.250->>14.50 ft Partial Length Uniform Load: D=0.00790, Lr=0.02270, S=0.02940 kNt,Extent=0.0-»1.250 It Partial Length Uniform Load: D=0.00790, Lr=0.02270, S=0.02940 klft,Extent=14.50->>15.250 ft Point Load: D=0.0870 k,Starting at:4.080 It and placed every 5.670 ft thereafter DESIGN SUMMARY w Maximum Bending Stress Ratio = 0.995 1 Maximum Shear Stress Ratio 0.347: 1 Section used for this span 2x6 Section used for this span 2x6 fb:Actual _ 1,496.44psi N:Actual _ 53.80 psi FB:Allowable = 1,504.34psi Fv:Allowable = 155.25 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 7.503ft Location of maximum on span = 2.000 ft Span#where maximum occurs = Span#2 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.470 in Ratio= 335 Max Upward L+Lr+S Deflection -0.211 in Ratio= 226 Max Downward Total Deflection 0.996 in Ratio= 158 Max Upward Total Deflection -0.466 in Ratio= 102<120 (upward deflection does not control) Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C IN C i Cr Cm C t C L M lb Fb V fv Fv D Only, 0.00 0.00 0.00 0.00 Length=2.0 It 1 0.021 0.238 0.90 1.30 1.00 1.15 1.00 1.00 1.00 0.02 25.07 1177.31 0.16 28.87 121.50 Length=13.167 It 2 0.688' 0.238 0.90 1.30 1.00 1.15 1.00 1.00 1.00 0.51 810.52 1177.31 0.16 28.87 121.50 +D+L+H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=2.0 It 1 0.019 0,214 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.02 25.07 1308.13 0.16 28.87 135.00 Length=13.167 ft 2. 0.620 0.214 .1.00 1.30 1.00 1.15 1.00 .1.00 1.00 6.51 810.52 1308.13 0.16 28.87 135.06 +D+Lr+H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=2.0 It 1 0.053 0.175 1.25 1.30 1.00 1.15 1.00 1.00 1.00 0.05 86.98 1635.16 0.16 29.48 168.75 6of10 WIND DESIGN PROCEDURE(pa, 25) Basic Wind Speed,V= 120 mph 6.5.4 Directionality Factor,Kd= 0.85 6.5.4.4 . Importance Factor= 1.00 6.5.5 . Surface Roughness Category C .6.5.6.2 Exposure Category= C 6.5.6.3 Pressure Coefficient,Kz 0.87 6.5.6(Table 6-3,pg 79) Topographic Factor,Kzt= 1.00 6.5.7 Velocity Pressure,qz or qh 27.26 psf 6.5.10 Gust Effect Factor G or Gf= 0.85 6.5.8 SEISMIC DESIGN PROCEDURE(PR 1091 . Height of Structure,hn= 9.00 ft Reduncy Factor,p= 1.00 Occupancy Category= II I,II,III or IV Table 1-1 Importance Factor= 1.0 Table 11.5-1 Mapped Acceleration Parameter,Ss= 0.185 g 11.4.1 and USGS maps Mapped Acceleration Parameter,S1= 0.052 g 11.4.1 and USGS maps Site Classification= D 11.4.2(Table 20.3-1) Site Coefficient,Fa= 1.600 11.4.3(Table 11.4-1) Site Coefficient,Fv= 2.400 11.4.3(Table 11.4-2) Adjusted Max Spectral Response,Sms= 0.296 g 11.4.3 Adjusted Max Spectral Response,Sml= 0.125 g 11.4.3 Design Spectral Acceleration Parameter;Sds= 0.197 g 11.4.4 MCE response=Sds x 1.5(11.4.6) Design Spectral Acceleration Parameter,Sd1= 0.083 g 11.4.4 MCE response=Shc x 1.5(11.4.6) Fundamental Period of Structure,Ta= 0.104 12.8.2 (light framed buildings only) Constant Velocity Transition Period,Ts= 0.422 sec Short Period Seismic Design Category,0.2 sec= B Table 11.6-2(pg Short Period Seismic Design Category,1.0 sec= 8 SEISMIC LOADING:PV LOADING Design Spectral Acceleration Parameter,Sds 0.197 g., Section 11.4.4 Component amplification factor,ap 1.0• Table 13.6-i " , Component importance factor,Ip 1.0 Section'13.1.3 „ Component response factor,Rp 1.5 Table 13.6-1 Attach Elev,z 9.00 ft Roof Elev,h 9.00 ft Total weight of PV array,Wp 2316 Ibs Fp=0.4 ap(Sds)Wpf l'+2(z/h))/(Rp/lp) 0.158 *Wp Equation(13.3-1) Fp max=1.6 Sds(lp)Wp 0.316 *Wp Equation(13.3-2) Fp min=0.3 Sds(lp)Wp 0.059 *Wp Equation(13.3-3) Fv=0.2 Sds Wp 0.039. *Wp Plus or minus FP LFRD= 0.158 *Wp , FV LFRD= 0.039 *Wp Fp,SD= 0.111 *Wp: Fv ASD= 0.028 *Wp Section 13,1.7(ASD=0.7*LRFD) Fp ASD= 256 lbs Fv ASD uplift= 64 lbs ° Fv ASD down= 64 lbs 7of10 PZS E. I n C PROJECT: BURKE PAGE Structural __ CLIENT: kSOLARCITY DESIGN BY: PZSE,INC. JOB NO.: 12014 1138 DATE 0711,04 REVIEW BY: Wind Analysis for Low-rise Building,Based on ASCE 7-051 IBC 20061 CBC 2007 INPUT DATA Exposure category(B,C or D) C Importance factor,pg 77,(0.87,1.0 or 1.15) 1 = 1.00 Category II Basic wind speed(IBC Tab 1609.3.1 V3S) V = . 120 mph Topographic factor(Sec.6.572,pg 26&45) Kn = 1 Flat L Building height to eave he = 9 ft , Building height to ridge hr =N17itBuilding length L = ft 1B Building width B = it Effective area of components A = ftZ DESIGN SUMMARY Max horizontal force normal to building length,L,face = 33.60 kips Max horizontal force normal to building length,B,face = 7.05 kips Max total horizontal torsional load = 330.30 ft-kips Max total upward force - 50.94 kips ANALYSIS Velocity Pressure qh=0.00256 Kh Kv Kd V21 = 26.63 psf where: 4h=velocity Pressure at mean roof height,h.(Eq.6-15.Pa9a 27 ) Kh=velocity pressure exposure coefficient evaluated at height,h,(Tab.6-3.Case i,pg 79) = 0.85 Kd=wind directionality factor.(Tab.6-4,for building,page 80) 0.85 h=mean roof height = 13.00 it <60 ft,[Satisfactory] <Min(L,B),[Satisfactory] Design Pressures for MWFRS p=qn t(G Cpf)-(G Coi)1 where: p=pressure in appropriate zone.(Eq.6-18,page 28). Pr do=: 10 psf(Sec.6.1.4.1&6.1.4.2) G Cp f=product of gust effect factor and external pressure coefficient,see table below.(Fig.6-10,page 53&54) G CP;=product of gust effect factor and intemal pressure coefficient(Fig.65,Enclosed Building,page 47) 6.18 ' or ' 418 , a=width of edge strips,Fig 6-10,note 9,page 54, MAX[MIN(0.1B,0.4h),0.04B,3] = 3.00 It Net Pressures s Basic Load Cases Net Pressures s ,Torsional Load Cases Roof an le 8 = 30.65 Roof angle 0 = 0.00 Roof an Ile 0 = 30.65 Surface Net Pressure with Net Pressure with Surface Net Pressure with G f (+GCp i) (-GCp i) G Cp f. (+GCpi) (-GCp i) G f (+GCp i) (-GCp i) 1 0.56 10.12 19.71 0.40 5.86 15.45 1T 0.56 2.53 4.93 2 0.21 0.80 10.39 -0.69 -23.17 -13.58 2T 0.21 0.20 2.60 3 -0.43 -16.25 -6.66 -0.37 -14.65 -5.06 3T -0.43 -4.06 -1.66 4 -0.37 -14.65 -5.06 -0.29 -12.52 -2.93 4T -0.37 -3.66 iwith 1 E 0.69 13.58 23.17 0.61 11.45 21.04 Roof angle 0 = ' 2E 0.27 2.40 11.99 1.07 -33.29 23.70 Surface Net Press3E -0.53 -18.91 -9.32 -0.53 -18.91 -9.32 GCpf (+GCp;)4E -0.48 -17.58 -7.99 -0.43 -16.25 -6.66 1T0.40 1.4'5 -0.45 -16.78 -7.19 -0.45 -16.78 -7.19 2T -0.69 5.79 6 -0.45 -16.78 -7.19 -0.45 -16.78 7.193T -0.37 -3.66 4T -0.29 3.13 3 3 7 37h - i i 2- \ 3U..VOnRf _ t 3 2 3T °awl_ I t_L �e 4 ?/6 �3 .. r s - -�-- ✓. tr. L> -. L T w � >� - - - 'tt-titNCc CO3\1 `t RE-3EN CO-N11 1= 3t-tia\Ct CCRNt3 11 RE33E4CE CORN dR WIND MUC.-ON W ND OIR-r.TIC\ L9�':M1\:?3rC-.ON ',VINO:IR CIID\ Transverse irectio:n Longitucincl Direction T-c:-isve:-se D'.-ec".on Longitudinal Direct'cn_ 3asic :ocd Cases orsiona. Locc Cases 8of10 Basic Load Cases in Transverse Direction Basic Load Cases in Longitudinal Direction Area Pressure with Area. Pressure with Surface (fe) (+GCv i) (-GCP i) Surface (�) (*GCv ) (GCP ) 1 774 7.83 15.26 1 286 1.68 4.42 2 1350 1.08 14.02 2 1123 -26.02 -15.25 3 1350 -21.93 -8.99 .3' 1123 �-16.45 -5.68 4 774 -11.34 -0.92 �4.. .286 -3.58 484 1 E 54 0.73 1.25 s 1 E 65 0.74 1.36 - 2E 94 0.23 1.13 2E _ 321 710.68 -7.60 3E 94 -1.78 -0.88 3E 321 -6.07 -2.99 4E 54 -0.95 -0.43 4E 65 -1.05 -0.43 Horiz. 33.60 33.60 ..' Horiz. 7.05 7.05 7. Vert. -19.27 4.54 Vert. -50.94 -27.13 Min.wind Hord. 15.64 15.64 Min.wind Horiz- 3.51 3.51 Sec.6.1.4.1 Vert. -24.84 -24.84 Sec.6.1.4.1 Vert:° -24.84. -24.84 Torsional Load Cases in Transverse Direction Torsional Load Cases in Lon itudinal Direction` Area Pressure with Torsion ft-k ss- Area Preure k with Torsion ft-k- Surface (it) (+GCP i) (-GCP i) (+GCP i) (-GCP i) surface (it) (+GCP i) (-G i) (+GCP i) (-GCP i) . . 1 360 3.64 7.10 78 153 1 111 0.65 1.71 2 6 2 628 0.50 6.52 5 71 2 802 -18.59 -10.89 218 128 3 628 -10.20 -4.18 112 46 - 3.' - 802 -11.75 -4.06 -138 -48 4 360 -5.27 -1.82 113 39 4 111 -1.39 -0.32 5 1 1 E 54 0.73 1.25 32 54 1 E 65 0.74 1.36 8 14 2E 94 023 1.13 5 25 2E 321 -10.68 -7.60 125 89 3E 94 -1.78 -0.88 39 19 3E 321 -6.07 -2.99 -71 -35 4E 54 - -0.95 -0.43, 41 19 4E 65 -1.05 -0.43 11, 4 1T 414 1.05 2.04 -24 -47 1T 176 0.26 0.68 2 -4 2T 722 0.14 1.87 -2 22 2T 1123 -6.50 -3.81 -153' -89' 3T 722 -2.93 -1.20 -34 14 3T 1123 -4.11 -1.42 96 33 4T 414 -1.52 -0.52 -05 12 4T 176 -0.55 -0.13 -3 -1 Total Horiz.Torsional Load;MT 330 330 Total Hord.Torsional Load,MT 99.0 99.0 . t Design pressures for components and cladding where: p=pressure on component. E 6 28 � 2 2 2 Pnin= 10.00 psi(Sec.6.1.4.2,pg 21) � .i GCP=extemal pressure coefficient walls '- - ; z- see table below.(Fig.6-J1,page 55-58) - hoof B T• Roof B>T Effective Zone 1 Zone 2 Zone 3 Zone 4- Zone 5 Area(ft) GC -GC G -GCp G -GC-GCp G -GCp Comp. 17.5 0.88 -0.95. 0.88 -1.15 0.88 -1.15 0.96 -1.06 0.96 -1.31 Comp.&Cladding Zone 7 Zone 2 Zone 3 Zone 4 Zone 5 Pressure Positive N Positive N Positive N Positive Pos�ve N (Pat) 28.12 -30.13 28.12 -35.46 28.12 -35.46 30.29 32.95 30.29 -39.80 t .9of10 PV PANEL UPLIFT CALCULATION Code:2009 IBC,ASCE 07-05 WIND FORCE DISTRIBUTION:COMPONENTS AND CLADDING Uplift,P= qh[GCp-GCpi] Data from ASCE 7-05 Calculations: Components&Cladding Pressure Zone 1 Zone 2 Zone 3 (Psfl Positive FNegative Positive sitive N Negative Poegative 28.12 1 -30.13 28.12 1 -35.46 1 28.12 1 -35.46 Zone 3 uplift=[ -35.46 psf CONNECTION LOADING(DEMAND): Max tributory area to anchorage= 30.22 sq ft PV Array Dead Load = 87 Ibs 0.6 x PV Array Dead Load= 52 Ibs PV Array Uplift= -1072 Ibs(zone 3) Demand=0.61)-1.OW= 1020 Ibs at each PV support connection to roof 1 CONNECTION CAPACITY: Connection Design Values: Diameter of Lag Screw= 5/16 inch NDS TABLE 11.2A 1 Length of Lag Screw= 3 inch DIA(in) W(Ibs) Minimum embedment= 2.5 inch 1/4 225 Ibs Withdrawal capacity= 266 Ibs per inch of embedment 5/16 266 Ibs Screws per conn.point= 1 3/8 305 Ibs Load duration factor,Cd= 1.60 7/16 342 Ibs Lag Screw Capacity= 1064 Ibs 1/2 1 378 Ibs Connection Capacity= No.screws per conn.x screw capacity Connection Capacity= 1064 Ibs Demand/Capacity Ratio= 10201064 Ibs, = 0.958 <1.0,Therefore,OK 10 of 10 _ 6 Aoless, :map'and .lot number IC �YSTW MUST 'BE e IVJ COMPLIANCE $kj' age�Permit_ number .......................... ......` �•... . WITH A,—, .� ,;r ICi.E Ii STATE `,• I rANHTAR� CODE AN Toft ' .' �CFTNETa� c TOWN OF BARNS A-- E �Q o ' E aa .IuDING INSPECTOR; ut' C1 is sy � APPLICATION.FOR PERMIT TO ....� .Ul.. Y�...... .............. ............ .. . ................................. ..... ` TYPE OF' CONSTRUCTION ..rU. ac).... R . ...........................................I................................................. n r L' ...... .... ................. .....19. .(. TO THE •INSPECTOR OF BUILDINGS: The undersigned hereby applies for permit according to the following information: 9 Y pP ,p c - v� / Location .., d. a ....1 .1..1.1. ..1�`.PdJ .:..:....�... ............ /1P...................................................................................... Proposed .Use .pIL'.0 ./- !??/.J. .........:.......................... .............................................. ..................... ......................... Zoning District Rc............................................................... Fire District .....!.........U/, ....... Name of.Owner. ��.. �? �/..`,....11.1:U..S/:.................Address ....4 ox.S Name of Builder �l w..'Ca9 .:.dl �/��.../?.� 5.�......Address .............................,1.�' t—.. ................................. Name of Architect 5/y1. .: ......................Address ................. . ... ... �Z.................................................. Number of Rooms ............... :..:..:......................................Foundation ..ry 1?k=.—V ...wc/t =P............. Exterior .....6.0..qd.)...s.l.J).mov..S ............Roofing . r 11..�Yi - Floors �+ e./(.x! ..............:...................:.........:............Interior ..... ...,. .......................................... , Heating .... � /W ..................Plumbing .......... ...69/6.................. � .Caa ................... .. ..Fireplace ........ ; :'�. ..... ........................Approximate Cost a% .. . Definitive Plan Approved by Planning Board ___ __ -�G_____19________. Area �. :............... .... ........ 116 .0 Diagram of Lot and Building with Dimensions Fee ..:.....�. ........................ SUBJECT TO APPROVAL OF BOARD OF HEALTH < �I L. 7 % �&7c�y �6 �o I. I ,hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .... .r. . ... .........+1 ................................ Realty Trust ~ C. A. D. . . r5 �. 19218 - one story No .Permit for dingle family dwelling.................. {.� t .............:..a ...... .... .......... Elliot Road � _,,.,� r � ♦� � '' .. '` LocatioLi�....................................... ................. Centerville ...................................................... ................. J. C. A. D. Realty'Trust , ; - Owner ............................................ ,. ;•,_ ry ........... frame Type of Construction ........................................... .......................... ................ Plot ............................ Lot ........64. ^........... Permit Granted -May 16 19 77 Date of Inspection ........ ..`))....1. ........-:......119 Date Completed 1..�..... ................19 -PERMIT.REFUSED ...................................... 4 ....................................... :- ... - •I �'r r: i ..• - - ,R'.. F.•, i ........................ .......................... .. _ .. r. ✓� A- x f r }^` - ra '-t. ...............-...... ...' ..................................... . . ..f �• .�, 9 k' : ..................... tr. µ..................................... ......... ♦ •� C 1i . Approved ................................................ 19 ............................................................ 4s r ...............^........................................................�`f�. - -' ♦ -~. �- ' t Assessor's map,and lot number .�' i". ..:. ....... It &22 Sewage 'Permit number ......................................................:... yOFtMET��� TOWN OF BARNSTABLE i MA"STLUL "6 9 SUILDING INSPECTOR ' ��'n wAY a• ... APPLICATIONFOR PERMIT TO ...... ...................................................................................................... ' . TYPE OF CONSTRUCTION .....FRI!...... ......................................................................... . ................. ................................................ �. TC6, THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the /following information: Locationn c .... i// 7`... (1141)........0 . ..../...P...................................................................................... ProposedUse .J/L?.......................... ..................................................................................................................................... Zoning District fc.............................................................:Fire District ..r-4—A I�'�U�, ...... -......................................................... Name of Owner . • . •A6 1. ... '!"ii SJ ..................Address ... aC �` .... e 5 71... 1!'3 dUi 5 /' .;. Name of Builder �Fd!^...`C/ =elf . , /!?��< ......Address ...........................��� ' ........................................ . ��... N� Name of Architect .......................Address ................. Number of Rooms ............. Foundation L,"c/t-a ......................................... a ...................... ............................... Exterior �� �G?.f?.r}...c�.!•rl•/iq ..........Roofing ...., '. ���1/ / "".................................................. d�jl_Vi r Interior '5 A-.,- :`/ �.���' Floors ................................................................... ............................................................ Heating �= �f / 6 D//.......................Plumbing ... ..................LL!......... ............ ................................. ............................................ l Fireplace .......... �-:P..................... .. .C.............................:...Approximate Cost .............S•;.•n�7l7 Definitive Plan Approved by Planning Board ____<__�_________ ______19________. Area ..................... . .................. Diagram of Lot and Building with Dimensions Fee ......... .................... SUBJECT TO APPROVAL OF BOARD OF HEALTH 1 ♦T� � �q A— z �q'l Sq I hereby agree to conform to all the Rules and Regulations of the Town of,Barnstable regarding the above construction. \1 rr Name .. ....................... ................................................ C. A. D. Realty Trust n A=227-124 12 one story No .............. Permit-for ............................. ..I single family dwelling . ............................................................................... Location El.lio.t...Road............................... ...... . ...... .. Centerville ............................................................................... Owner ................................C. A D Realty................................ Trust . came Type of Construction ... ...................................... 7 .......................................... # Plot .................. Lot ...... ......24................... Permit Granted .......(...May...1.6................19 77 Date of Inspection ....... .................19 . ............ Date Completed .................. ...................19 ................ - PE IT REFUSED .. ...... .. ............ ........ .... ....... .............. ... ...... .. ............ ..... .........I . . ...... ...............11... ........... ...................................... ................. ..... . .. ..... ............................... Approved ..... ............................ 19 ............................................................................... ............................................................................... i c 24 o o ' 0` 371 _ GoT°fZ 3 00 /S417 Sew � :Q.F7� y \ v �24 C�eriFi� P,/o T PL.9/.1 �A4 Z),97--4i5' -14y c /9 7 7 P,6f 6E7NG 4.7- '-Z4 sAb►.v/v oN ACAS $oo„c 3oS PAG'tt 44' r +� --TC T/FV WVAT 7 e Pep�[?DSE 7� FF, O o/✓ 77v/s sL�RyF !-0C'AT D O•-, 7,21E" T7lE SET j�iACAG ,�E�L�2E/'1E°�/T3 o F C.FI. D. �E/9GT y ?!z�5 T PE-Ti T/oNt�. ?}/E- 7 w•v O/c' �Au^/sradG t- M /977 f ''�' i ZE�'G�c.re'✓Eyo ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN POSITION, BLDG BUILDING A SIGN WILL BE PROVIDED WARNING OF THE CONC CONCRETE HAZARDS PER ART. 690.17. DC DIRECT CURRENT 2. EACH UNGROUNDED CONDUCTOR OF THE EGC EQUIPMENT GROUNDING CONDUCTOR MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY (E) EXISTING PHASE AND SYSTEM PER ART. 210.5. EMT ELECTRICAL METALLIC TUBING 3. A NATIONALLY—RECOGNIZED TESTING GALV GALVANIZED LABORATORY SHALL LIST ALL EQUIPMENT IN GEC GROUNDING ELECTRODE CONDUCTOR COMPLIANCE WITH ART. 110.3. GND GROUND 4. CIRCUITS OVER 250V TO GROUND SHALL HDG HOT DIPPED GALVANIZED COMPLY WITH ART. 250.97, 250.92(B) I CURRENT 5. DC CONDUCTORS EITHER DO NOT ENTER Imp CURRENT AT MAX POWER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR Isc SHORT CIRCUIT CURRENT ENCLOSURES TO THE FIRST ACCESSIBLE DC kVA KILOVOLT AMPERE DISCONNECTING MEANS PER ART. 690.31(E). kW KILOWATT 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN LBW LOAD BEARING WALL RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY MIN MINIMUM UL LISTING. (N) NEW 7. MODULE FRAMES SHALL BE GROUNDED AT THE NEUT NEUTRAL UL—LISTED LOCATION PROVIDED BY THE NTS NOT TO SCALE MANUFACTURER USING UL LISTED GROUNDING OC ON CENTER HARDWARE. PL PROPERTY LINE 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE POI POINT OF INTERCONNECTION BONDED WITH EQUIPMENT GROUND CONDUCTORS AND PV PHOTOVOLTAIC GROUNDED AT THE MAIN ELECTRIC PANEL. SCH SCHEDULE 9. THE DC GROUNDING ELECTRODE CONDUCTOR SS STAINLESS STEEL SHALL BE SIZED ACCORDING TO ART. 250.166(B) & STC STANDARD TESTING CONDITIONS 690.47. TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT VICINITY MAP INDEX W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 PROPERTY PLAN ` PV3 SITE PLAN PV4 STRUCTURAL VIEWS PV5 UPLIFT LICENSE GENERAL NOTES PV6 THREE LINECDAGROAMS GEN #168572 1. THIS SYSTEM IS GRID—INTERTIED VIA A X Cutsheets Attached ELEC 1136 MR UL—LISTED POWER—CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. 4. ALL WORK TO BE DONE TO THE 8TH EDITION r MODULE GROUNDING METHOD: * OF THE MA STATE BUILDING CODE. 5. ALL ELECTRICAL WORK SHALL COMPLY WITH REV BY DATE COMMENTS AHJ: Barnstable THE 2014 NATIONAL ELECTRIC CODE INCLUDING REV A NAME DATE COMMENTS MASSACHUSETTS AMENDMENTS. UTILITY: NSTAR Electric (Cambridge Electric Light) ' , 16 • • 2 • - 1 1613 Wei 9Aw UP.,, CONFIDENTIAL — THE WORMATION HEREIN TDB NIA J B-0 2 6 3 6 6 00 PREP DEscMP11M. : CONTAINED SHALL NOT BE USED FOR 1HE BURKE, ANTHONY BURKE RESIDENCE Omer Ayubi ; So�arCity. EENMT OF ANYONE EXCEPT SOLARCITY INC.. YOUNING SYSIFY: As.,, NOR SHALL IT BE DISCLOSED IN MOLE OR IN Comp Mount Type C 472 ELLIOTT RD 11.5 KW PV ARRAY PART TO OTHETION, E CE T IN THE RECCONNECTION MODULES BARNSTABLE, MA 02632 24 St Matin Drh,% Building 2, Unit 11 ORGANIZATION, EXCEPT T CONNECTION MIT}N SHEET. �y DATE Marlborough, MA 01752 THE SALE AND USE OF THE RESPECTIVE (46) YINGLI # YL250P-29b P�NAME: SOLARCITY EQUIPMENT, VATHOUT THE WRITTEN Nvr�>tR: r: (& )638-1028 F: (650)638-1029 PERMISSION OF SOARC1TY INC. Multiple Inverters (508) 258-8025 COVER SHEET PV 1 7/3/2014 (888)—SQL-CITY(765-2489) www.sdarcity.� ..r.:r,•.A�+'Y':v•r: a*,. - ' i ELI PROPERTY PLAN Scale:1" = 20'-0' 0 20' CONK OM&-THE INFORMAnON HEREIN n NUMBER J B-0 2 6 3 6 6 00 Pmfi5E O mt DESCRIPTm DMGN: `��� CONTAINED MAUL NOT BE USED FOR THE BURKE, ANTHONY BURKE RESIDENCE Omer Ayubi ';;;So�arCity BENWT OF ANYONE EXCEPT SMARCITY INC.. MOUM SYSTEM: " NOR SHALL R BE DISCLOSED IN WHOLE OR IN 472 ELLIOTT RD 11.5 KW PV ARRAY PART TO OTHERS OUTSI� RECIPIENT'S THE Comp Mount Type C ORGANIZATION. EXCEPT IN CONNECTION WITH MO ULm_ BARNSTABLE, MA 02632 24 SL Matt,D►M.Buldbg Z Unit 11 THE SALE AND USE OF THE RESPECTIVE 46 YINGLI # YL250P-29b Mo&om*.MA 01752 TEN S"C"MOPMENT. WITHOUT THE WRIT PAGE NAPE SHEET: REY DATE T. (650)638-10n F. (B50)638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters (508) 258-8025 PROPERTY PLAN PV 2 7/3/2014 (66M)-sa-Cmr(765-240) .... tr. PITCH: 30 ARRAY PITCH:30 MP1 AZIMUTH:150 ARRAY AZIMUTH: 150 MATERIAL-Comp Shingle . STORY: 1 Story �1H OFMq , PAUL ZACHER TRUCTURAL ti 50100 /STE�� �SSlONAi- ® _ LEGEND ja. 0 A (E) UTILITY METER & WARNING LABEL INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS ® DC DISCONNECT & WARNING LABELS ° © AC DISCONNECT & WARNING LABELS 0 DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS ° Q LOAD CENTER & WARNING LABELS o O DEDICATED .PV SYSTEM METER �a 0 STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED SITE PLAN Scale:1/16 1' 01, 16' 32' 3 CONMENTIAL- THE INFORMATION HEM im NUom J B-0 2 6 3 6 6 00 PINE oM DE ERIPT10Lk DESIGN: CONTAINED SHALL NOT BE USED FOR THE Omer A bi BENMT OF ANYONE EXCEPT�� INC., Mou�G� BURKE, ANTHONY BURKE RESIDENCE �' SolarGt NOR SHALL IT BE DISaosED IN WHOLE OR IN Comp Mount Type C 472 ELLIOTT RD 11.5 KW PV ARRAY ��� PART IZ TION,E EPT1IN THE RECIPIEC11OENT'S MOowx: BARNSTABLE, MA 02632 ORGANIZATION.EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE 46 YINGLI # YL250P-29b 24 St Meta Orlm Buaeti9-z,Unit SOLARCITY EQUIPMENT. WITHOUT 1HE WRITTEN DfvEM PACE NAME SHL7T REV DATE T ��)&338�28'F A�00)638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters (508) 258-8025 SITE PLAN PV 3 7/3/2014 (ess)-Sat-aTY(765--240) w..saoaty.— S1 ol (E) LBW A SIDE VIEW OF MP1 NTS MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED , PORTRAIT 48" 19FI RAFTER 2X6 @ 16" OC ROOF A21 150 PITO-I 30 STORIES: 1 ARRAY AZI 150 PITCH 30 C.J. 2X6 @16"OC Comp Shingle PV MODULE 5/16A BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) (2) POLYURETHANE SEALANT.SEAL PILOT HOLE WITH .ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING J (E) COMP. SHINGLE (4) PLACE MOUNT (1) (E) ROOF DECKING U (2) INSTALL LAG BOLT WITH �-j"OF* 4` 9y 5/16" DIA LAG BOLT (5) (5) SEALING WASHER. PAUL K. cy� WITH SEALING WASHER LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH ZACHER m1 (2-1/2A EMBED, MIN) (6) BOLT & WASHERS. TRUCTURAL 50100 O E RAFTER o�F�/STE�``�,�' STANDOFF �SS�ONAL�G exp.6/30i1-6 CONFIDENTIAL- THE INFORMATION HEREIN [(446) NUMBER J g-0 2 6 3 6 6 00 PREMISE O""� D�T� DESIGN: , CONTAINED MALL NOT BE USED FOR THE BURKE, ANTHONY BURKE RESIDENCE Omer Ayubi �:,;So�arCity BENEFlT OF ANYONE EXCEPT SOLARCITY INC.. TING SYSMk A�. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 472- ELLIOTT RD 11.5 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPENT'S mp Mount Type C ORGANIZATION, EXCEPT IN CONNECTION WTIH Um- BARNSTABLE, MA 02632 24 SL March Ilim Balding Z 1�11 THE SALE AND USE OF THE RESPECTIVE YINGLI YL250P-29b Marbwm*l MA 01752 SOLARCITY EQUD'MENT, WITHOUT THE WRITTEN PAGE NAME SHEEL REY DATE T: (650)838-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. u ti le Inverters (508) 258-8025 STRUCTURAL VIEWS PV 4 7/3/2014 (Bea)-SOL-CnY(765-240) —.-Wa1x— UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. s CONRDENTIAL- THE INFORMATION HEREIN Ioe NUMBER J B-0 2 6 3 6 6 PROSE OWNER: DESCRIPTION: CONTAINED SHALL NOT BE USED THE BURKE, ANTHONY BURKE RESIDENCE Omer Ayubi SolarCity. � BENff1T OF ANYONE EXCEPTT SO SO LARCITY INC. MWNIM SYSTEM: BURKE, SY : •. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount T e C 472 ELLIOTT RD 11.5 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S BARNSTABLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE RESPECTIVE 46 YINGUI # YL250P-29b 24 SL Moft Drive,Building 2,Unit II SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN IN�ltTfR: PAGE NAME. SHEET: REW. DATE T: (650)Modb o,F.MA(81752 638-10� PERMISSION OF SOLARCITY INC. Multiple Inverters (508) 258-8025 UPLIFT CALCULATIONS PV 5 7/3/2014 (wTB (!:L-dTY(7ss-24es) ,,... .= GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS -LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number. Inv 1: DC Ungrounded INV 1 -O)SOLAREDGE A-us-ZB-u -(46)YINGLI # YL250P-29b GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number 2266770 Inv 2: DC Ungrounded Inverter, so W 2244OV,97.5x r/n e�b�Co and zB, AFa PV Module; 250W, 226.2W PTC, H4, 40mm, YGE-Z 60, Black Frame, ZEP Enabled ELEC 1136 MR Underground Service Entrance Tie-In: Supply Side Connection INV 2-0) (f A�� Lp�L Inverter, W, 240V,97?7. -UAWfed 9co and ZB, AFa Voc: 37.6 Vpmax: 29.8 INV 3 1 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E) 200A MAIN SERVICE PANEL SolarCity E) 20OA/2P MAIN CIRCUIT BREAKER (E) WIRING CUTLER-HAMMER SOLAR GUARD BRYANT Inverter 1 Disconnect CUTLER-HAMMER METER (N) 125A Load Center s A 1 200A/2P 10 Disconnect 9 7KGEZC E DC+ B 60A ZB-U 1 String(s)Of 19 On MPS C D I E 35A/2P A ---- ------------ - ------- - EGC-------------- ---- I 8 DC+ I '(E) DaVEM LOAD$ GND - ---- GND - -- GND --- - r - �+ 1 String(s)Of 8 On MP1 'DGJ II -- -'C--- ---------tl)Cmdult ------------ - 4----- - -----------------� N � I ` ♦J Kit; 3/4'ELT Inverter 2 , Flo EG GEC -, ' 8 SOLAREDGE ' I SE5000A-US-ZB-U 30A/2P a 2- GECT_1 I Lz TO 120/240V I TTI I N 6 3 I SINGLE PHASE I 1 L_ EGCJ DC+ DC+ I UTILITY SERVICE I I ---- - � -- N DC- oa 1 Sbing s 19 On MPI 1 I I -- �-------------------------- - - '----- EGC---- � J_ PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP " OTT S2 Grand Rod 5/8' x 8', Capper R (i)a]W-HAMMER DG222NRB a (1)SdarCit�r*4 STRONG d)NcTION BOX l -l2;DSC0#(pC 4/0- v Disconnect 60A. 240Vae,Fu�le,NEMA 3Tt AC ^ 2x2 STRINGS,UNFUSED, GROUNDED DEC trisrd P,/0- Connector; Main 4/0-4, Tap 6-14 (1) Discon''�,�� D0100NB E (1)BWeal #BR816U25RP -( )mod=e6(M A, General Duty(DG) PV (as)soLAREDCE�Pp 3��lA4AZS Load Center, 125A. 120/240V, NELA 3R 1 pass R Fuse R PorerBox timizsr. 300W, H4,DC to DC, ZEP -(I)a11LER-HAMMER BR235 -(2)FERRAZ SHAWMUTr!7R60R PV BAaffEED Oa' nd (1)AWG 0-Solid Bare copper Breaker. 35A/2P, 2 Spaces Fuss 60A, 25OV,pass RK5 -(1)Ground Rod; 5/8'x 8', Copper -(1)CUTLER-HIMgt#BR230 Ekealca; 3oA/2P. 2 spaces C (I)CUM-HAMMER f Dc=RB (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE (1)aDisconnectDisconnect �R 240V0c,Non-Fusible,NEYA 3R - IiLFIt AMM[R DG10ai8 ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Orourd/Nartral� 60-100A. General Duty(DG) (1)AWG#6,THWN-2. Black 1 AWG#10, THWN-2. Black VoC* =500 VDC ISC =15 ADC ^ (2)AWG 00, PV WIRE.Black Voc* =500 VDC Isc =15 ADC O (1)AWG 16,THWN-2, Red (1)AWG M THWN-2,Red ®R�(1)AWG#10. THWN-2. Red Vmp =350 VDC Imp=5.64 ADC L'. 1 ) (1)AWG#6. Sorxl Bare Copper EGC Vmp =350 VDC Imp=13.4 ADC (I)AWG ITS,THWN-2, White NEUTRAL VmP =240.VAC Imp=45.83AAC (1)AWG#l0. THWN-2,Whtte NEUTRAL Vmp =240 VAC Imp=25 AAC I.... (1)AWG#10, 1HWN7Z Green.. EGC. .. .... .. �./-- . .. ....-(1 A1!#4..TI`"7?,.Green . EGC/GEC...(1)Condatt_Kit;.3/4'EMT.. ..... ... .... ...-0 A1G#8,.TH,WN-2,.Green .. EGC/GEC, (1)Conduit_KIt.3/4 EMT.. .... .. .. (1)AWG#10. THIIN-2 61aik Vkx* =500 Vb+ isc =15 .ADC. . (2)AWG#10. PV WIRE Bkrdk Voc* =500 Vix Isc =15 ADC r'�:(1)AWG#8 THWN-2, Black (i�AWG#10,1HWN-2,Black O�(1)AWG#10, 7HWN-2, Red Vmp =350 VDC Imp=13.4 ADC O�(1)AWG#6,Solid Bare Copper EGC Vmp =350 VDC Imp=5.64 ADC ® csd-(1)AWG W 7HWN-2, Red ro (1)AWG#10.THIN-2,Red ... ���LLL(1 AWfr;#f 0, Rl"-72,.Green.. EEC. .. .... ... (1)AWG#6,THWN-2, White NEUTRAL VmP =240 VAC Imp=45.83AAC (1)AWG#10,THWN-2, White NEUTRAL Vmp =240 VAC Imp=20.83AAC (I AWG#10, THWN-2, Black Voc* =500 VDC Lsic -15.. .ADC (2)AWG#10, PV WIRE, Black Voc*' 500 VDC ISC =15 ADC -(1)A1G�..Solid Bare.CgpPer. GEC. . . -(OCTOA Kt .3/4'WT__________ _______-(1)A1G A.THNM-2,-Green -_ EGC/GEC._(1)Candutt_Ktt-.3/4'F11T.........- ©�(1)AWG#10, THWN-2, Red VmP =350 VDC Imp=13.4 ADC O�(1)AWG#6.Sapd Bare Copper EOC Vmp =350 VDC Imp=13.4 ADC ...... (1)AWG#10, THWN-2,.. .. .. .. ... . .-(1)Cog4kl-Kit.3/4�. ....... ... . ...... . .. . .... .... ...... .. ... .. .. ... .. ...... .. .. .......... CONFK"AL-1HE INFORMATION HEREIN PFIM JOB IsIYBER J B-0 2 6 3 6 6 00 0� DESWIION: DE3 W CONTAINED SHALL NOT BE USED FOR THE BURKE, ANTHONY BURKE RESIDENCE Omer AyubiBENEFIT OF ,,,SO�a�C�ty. N AIM Ii"BE�L�IN Vela OR iN 101 m Mount 472 ELLIOTT RD 11.5 KW PV ARRAY � PART TO OTHERS our"THE REaPIENrs Comp Mount Type C ORGANIZATION.EXCEPT IN CONNECTION 1NTH MDDM- BARNSTABLE, MA 02632 THE SALE AND USE OF THE RESPECTIVE (46) YINGU # YL250P-29b SHEET:r: REV DATE 24 st Martin Drive,EkrA 01 2 unit n SOLARCITY EWIPM[ENT,WITHOUT THE WRITTEN N��, PAGE NAME T. (650)638-1028 R (650)638-1029 MUSSION of SOLARCITY INC. Multiple Inverters (508) 258-8025 THREE LINE DIAGRAM PV 6 7/3/2014 (M)-SOL-Cm ..(�65-24M) -larcit)k— I� SolarCity SleekMountT"" - Comp SolarCity SleekMountTM - Comp The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed -�, . ` Installation Instructions is optimized to achieve superior strength and Zep CompatibleTM modules 1 aesthetics while minimizing roof disruption and 4 ` ` ,k � Drill Pilot Hole of Proper Diameter for •Interlock and grounding devices in system UL labor.The elimination of visible rail ends and listed to UL 2703 Fastener Size Per NDS Section 1.1.3.2 mounting clamps,combined with the addition of array trim and a lower profile all contribute p !� fl t Q Seal pilot hole with roofing sealant • Interlock and Ground Zep ETL listed to UL 1703 fl� to a more visually appealing system.SleekMount as"Grounding and Bonding System" a ©3 Insert Comp Mount flashing under upper utilizes Zep CompatibleTM modules with •Ground Zep UL and ETL listed to UL 467 as layer of shingle strengthened frames that attach directly to grounding device _ ® Place Comp Mount centered Zep Solar standoffs,effectively eliminating the need for rail and reducing the number of •Painted galvanized waterproof flashing upon flashing standoffs required. In addition, composition .Anodized components for corrosion resistance 0 Install lag pursuant to NDS Section 11.1.3 shingles are not required to be cut for this with sealing washer. system, allowing for minimal roof disturbance. •Applicable for vent spanning functions ! © Secure Leveling Foot to the Comp Mount using machine Screw — (D Place module O Components O 5/16"Machine Screw _ © Leveling Foot © Lag Screw ©D Comp Mount O Comp Mount Flashing O AT I ►t,�®h1"Clt� % W UL LISTEO �It,Sola �� January 2013�® January 2013 �onrnt`O 4 ® C w, so la �'=oo Bohr'=qqSolarEdge Power Optimizer j� Module Add-On for North America p; 1. P300 / P350 l P400 SolarEdge Power Optimizer P300 P350 P400 Module Add-On For North America (for 60-cell PV (for 72-cell PV (for 96 cell PV modules) modules) modules) _ P300 / P350 / P400 ° INPUT Rated Input DC Power1° 300 350 400 W ................................................................................................. ...................................................... ........ Absolute Maxmum In ut Volta a Voc at lowest tem erature 48 60 BO Vdc ' S MPPT Operating Range.................................. ........$.:48.....................$:60 ........8.: ......... ...Vdc..... N Maxmum Short Grcwt Current(Isc) 10 Adc " 'Banat►, Maximum DC Input Current 12.5 - Adc 1�.! ................................................................................................................................................_................... _ Maximum Efficiency 99.5 - .. 'X -. - Weighted Efficency 98.8 % _ Overvoltage Category OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current IS - Adc Maximum Output Voltage 60 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE EMC FCC Part15 Class B,IEC61000-6-2,IEC63000-63 ................................................... .......-...................................................................................... ........... S•A ;e Safety IEC62309-1(class II safety),UL1741 RoHS Yes INSTALLATION SPECIFICATIONS I,. w Maximum Allowed System Vohage ............................................................1000...................._...............Vdc...:. �' Dimensions(WxLx H) 141x212x40:5/5S5x834x 1S9 mm/m ................................. Weight lmcludmg cables). ............................950/21 ..............................................._ .................................... Input Connector MC4/Amphenol/Tyco Output Wue Type/Connector Double Insulated;Amphenol ........................................................................ .................................................................................... Output Wue Length 0.95/3.0.......L.....................12/39............. .........._m/ft.... ............................................................................... . «,•. OPerabng Temperature Ftange............................................................:40 +85/-40:+185............................C/.F. .. .. .. .. Protection Rabng IP65/_NEMA4 ...................................................................................... ...................... .. ... . Relabve Humidity .... 0 100...................... .....%'...... - - xxeesrz oo..e.orUp moa�uiomu�dwm.sw w.��m��exm,.ea PV SYSTEM DESIGN USING A 56LAREDGE THREE PHASE THREE PHASE. INVERTER- - SINGLE PHASE 208V 490V PV power optimization at the module-level. Minimumstring Lengtn(Power optimhers) a l0 1E Up to 25%more energy - Maximum Stnng Length(Power Optimizers) 25 25 50 ...................................................................................................... .. Maximum Pawer per Strmg 5250 ......... 6000.... .. .........12750 .W...... Superior efficiency(99:5%) .................. .............................................. ...... .. ........ Parallel Strings of Different Lengths or Orientations Yes Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading - Flexible system design-for maximum space utilization - Fast installation with a single bolt - - - - - •--» - -- ----� _ �__ __.� _ ....,__�_- ,.�.- �_ - Next generation maintenance with module-level monitoring - Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - 15RAEL - AUSTRALIA www.solaredge.us i �i YGE Z 60 YL255P-29b YGE - Z 6® CELL SERIES� YL255P-296Powered by YINGU CELL SERIES YL250P-29b YiN LAR ; YL245P-29b ELECTRICAL PERFORMANCE Offi- YL240P-29b U.S.Soccer Powered by Yingli Solar 6 GENERAL CHARACTERISTICS Module type I 1 •YL260P-296 YL255P-29b YL250P-29b I YL245P-296 YL240P-29b Dimensions(L/W/H) 64.96kt(1650mm)/38.9gn(990rnrn)/ Power output I.P.�.I W 260 255 250 245 1 240 1.57m(40 min) Power output tolerances :AP®F % .0/♦3 Weight . 43.4lbs(19.7kg) • Ideal for residential Moduleeffxiency % ,5.9 15.6 ,53 ,S.D 14.7 and commercial applications where cost savings, Voltage at Pm.. Yx� 3D3 30.0 8.39 29.6 29.3 Current at p_ krwvs A 8.59 8.49 8.39 8.28 8.18 PACKAGING SPECIFICATIONS installation time, and aesthetics matter most. Ope-ircult voltage V« v 37.7 37.7 37.6 37.5 37.5 Number of modules per pallet 26 Shorttl-ft cuvent k A 9.09 9.01 8.92 8.83 8.75 Number of pallets per,40'container! 26 } STC:1000w/m2 irradiance,25-C cell temperature,AM 1.5g specoum acmrdrg w EN 60904-3 • _ t Average relative efficiency reduction of 3.3%at 201)W/m'according to EN 60904-1 Packaging box dimensions - 67.37,n 11710rnm)/45b7in(1160-)/ _ (L/W/H) -4638-.(1178m) Lower balance-of-system costs with Zep • • - Be.weight 120216s(545kg) Compatible12A frame. Power-old P.€ w 189.7 186.0 182A 178.7 175.1 Reduce on-roof labor costs by more than voltage at P.. v 5, v 2� 27.4 27.2 27.0 26.8 Units:inch(mm) 25%. - - \\ Current at P. kr•n E A 6.87 6,79 6.71 6.62 6.54 - \\ Open-circuit voltage V« V 349 34.8 34.7 34.6 34.6 36.98(990) /Leverage the built-in grounding system- '�(9361 1'S7(60) Short<irait arrant kc 1 A 7.35 �. 7.28 7.21 7.14 7.07 i3 if it's mounted,it's grounded. NOCTopen-cif itn°deleopemtwntemperc m8rowim2ir cianm.2WCamhiemtemperatem.tm/swindspeed IDecreaseyourpartscount-eliminatescrews, THERMAL CHARACTERISTICS m rails,mounting clips,and grounding hardware, - Nominal operating cell temperature kk NOCT I-c f,' � � 46+/-2 - - .Temperature coefficient of P. € Y E%rc k -0.42 € F • • 0 0 Temperature coefficient of V« Bw. 9VK -0.32 1 Minimize roof penetrations while maintaining Temperature coefficient of 1. ee.@'1M•C 0.05 Groundng holesg-® the system's structural integrity. MP F e6-eo.236(6) QGO qT/e Temperature coeffrdent of V„co Bvwo 9N°C -OA2 I Invest in an attractive solar array that includes H� dent a black frame,low mounting profile,and OPERATING CONDITIONS aesthetic array skirt. 'F v Max.system voltage 1000vec Mounting holes AC �� Increase energy output with flexible module Op1Is I 4-0z56xo.315(6.5x8) Max.series fuse rating 15A _ layouts(portrait or landscape). Umiting reverse current € 15A Drainage holes C� Trust in the reliability and theft-resistance of operating temperature range 8-0.12xo315(3x8) ru the Zep Compatible'"system: � aotoles F(-4otoas°c) � j' 3.1- tom ZEP • - Max.static load 24001a . Max.hailstone Impact(diameter/velocity) - 25mm/23m/s Leading limited power warranty*ensures - °j47-(1 j) AC SOLUTION OPTION 91.2%of rated power for 10 years,and 80.7% / ��� The YGE-Z Series is now available as of rated power for 25years. L__J CONSTRUCTION MATERIALS �gm ---an Enphase Energized"AC Solution. ---------- - -- Front cover(material/thickness) � la-iron tempered glass/31mm __.-�.-... i { SECTION C-Cl This solution delivers optimum ( Cell(quantity 60/multicrystalline silicon/ III lell10-year limited product warranty.J performance and integrated intelligence. number of busbars) 156mm 156mmi 2 or P en haSe The Enphase M215-Z Zep Compatible lEncapsulant(material) ethylene vinyl acetate(EVA) t l 7 --.-._-_ �._.-. __-_�-._ - \ - -1.38(35) i Microinverter is designed to connect - 'In compliance with our warranty terms and conditions. Frame material/color/edge sears - _ 9 ( d9 n9) .anodized aluminum alloy i black i silicone or tape --_ - directly into the Z Series module groove,eliminating Junction box(ingress protection rating) zif,65 the need for tools or fasteners-all.with one easy step. warning:Read the Installation and User Manual in its entirety Cable(iength/cross-sectional area) 1200mm/4mm2 before handling,installing,and operating Yngri modules. _ I .Connector(type/ingress protection rating) �� � _ - Amphenol H4/z IP67 . Our Partners - "'�" C UL 1703 and ULC 1703,CEC,FSEC,ISO 9001:2008,ISO •� 14001:2004,BS OHSAS 18001:2007,SA8000 - ^O� - Intelligent real-time - _- Y' •�_�` monitoring at the system - ---r'^�- --- - _ and module level with If yo buy from Y gl Americas,Yingli Americas � � � The specifications in this datasheet are not guaranteed and are subject to change without prior notice. C U� us aas as the pone and omplu•s with all This datasheet complies with EN50380:2003 requirements. - Enlighten. ' applicablecoifs.Craw rs tan buy from Yingli LISTED Ante with no worry that they will be liable for. - o Yingli Green Energy Americas,Inc. info@yingliamericas.com Tel:+1 (888)686-8820 YIN LAR YINGLISOLAR.COMMS NYSENGE Y I N G L I S O L A R.C O M/U S Yingli Solar . ®Yngli Green Energy Holding Co.Ltd. ( YGEZ6OCellSeries_US_201403-V01 U.S.Soccer Powered by Yingli Solar Single Phase Inverters for North America e 0Mo -�' SE3000A US/SE3800A US/SE5000A US/SE6000A-US soIar e 0 0 0soIar SE7600A US/SE10000A US/SE11400A US s n 4�1 '� -� i� SE3000A'US SE380OA-US SE5000A-US SE6000A-U5- SE7600A-US SE30000A-US SE31400A-US r OUTPUT SolarEdge Single Phase Inverters aw{ Q Nominal AC Power Output 3000 3800 5000 6000 7600 10000@240V 11400 VA . .. .. -. .. - . . .............. ......... r North America �ry1p .' b 5400 @ 208V. . 10800 @ 208V . For 1 Y 1 l l 1 A 1 1 1 G f I C f y O (y Max.AC Power Output 3300 4150 6000 8350 12000 VA 1 r-" F I ........................................... .. .. .. - 5450 @240V 10950@240V AC Output Voltage Min:Nom:Max.' 183-208-229 Vac SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ r AC Output Voltage Min:Nom:Max.' SE7600A-US/SE10000A-US/SE11400A-US - 211-zao-264vac ..... .... ... ........... ................ ........... 11-.40-.264 ..................... :; _ .., AC Frequency Min:Nom:Max.' 59.3-60-60.5(with HI country setting 57-60-60.5 -Hz ........................................... ................ ............... ................. ....... ...... . ................ •< �` -` •' -' 24@208V �• •48@208V•• Max.Continuous Output Current 12.5 16 25 32 47.5 A -�.. 21@240V 42@240V••• •••••. - GFD..... 1 ..... ....................................... ..A..... Utility Monitoring,lslanding Protection,Country Configurable Yes � erfe Thresholds * INPUT Recommended Max.DC Power— 1 m, - - _ - 1STc) 3750 4750 6250 7500 9500 12400 14250 W i Watf� Transformer-less,Ungrounded........ . ...Yes :................................................... ... ........ o ................................. !�el.aw�. ,. Max.Input Voltage 500 Vdc t' :............. ............ ............... .......................................' ----'-•--••-••-'•--..-..._..-...............-...-.-... .................... .......-... ............... ............... ............ ........... .. .......... - ... ' ":, •„_,_ Max.Input Currentt'g' 9.5 13 6.5 @ 208V5 @ 208V$350 @ 240 23, -33 @ 208V 34.5 --Adc 5.5 240V I I.30.5 @ 240V Max.Input Short Circuit Current ...........34. .................... ......45....................... ..-Adc.... ............................... ........... .................... ....-----.................I..... .... .. .- .... ', �€� Reverse.Polarity Protection Yes Ground fault Isolation Detection 600ko Sensitivity t }: Maxlmum Inverter Efficiency .---97J. .•..98.2-.••- ---983.--•- ...•,98.3••---- 98 98 98 _.%.•-•- ..- ................ ............:..... .................:.. .. - - `- ' 97.5 @ 208V 97 @ 208V - CECWeightedEfficiency 97.5------ ------98 9II @ 240V-••-. .. .....97.5 ...97.5 97S @ 240V ...... -. - - --97-5 % . - Nighttime Power Consumption <2.5 •• •• <4 - -• -- ----W-- ADDITIONAL FEATURES Supported Communication Interfaces RS485 RS232,Ethernet ZigBee(optional) :,tr„ t 4 - Revenue Grade Data,ANSI C12.1 Optional . . STANDARD COMPLIANCE Safety - UL1741,UL16996,UL3998:CSA 22.2 ........................................... ................................................ ..................... ................................................... .. �.. �.,�..�., " _ rid Conn............................ ........................................ ... .... EEE1547 . ........ ............_-.................... ........- { _ ......_.v ,. '` ,;t,. o ' r 4` '• Emissions FCC FCC partlS class 8 'on Standards _ _ INSTALLATION SPECIFICATIONS t t '�.,",,. `tf�l_ ..", :-,> •-' '. � .:,, � �,• • � AC output conduits¢e/AWGrange 1ns .. 3. . minimum/.--....:.-.14 ...................... ....... DC input conduit size/#of strings/ 3/4"mnmum/ 2stng /246AWG 3/4"mnmum/1-2 strings/ 4-6 AWG AWG_. ---- - v D mensio s with AC/DC Safety...... ......30.5 x 12.5 x 7./..... .....30-5 x 12.5 x 7.5/..... ........................................... --. ...in/.... _ :` 0.5x12.5x10.5/775x315x.260 _- P ", .1. Switch(HxWxD) .. .......775 x 315 x 172..... ......775 x 315 x 191...... ...................................................... _TT.... i 3 ;;:.... ,,, •_..-..:: '- '• Weight with AC/DC Safety Switch...•-. 51.2/23.2 I 54.7/24.7 ..-•. .••• 88.4140.1 •--••-•••• l.b kg... co Natural Convection Fans(user replaceable) - ........................................... ..... .-........--....................-... ....-..-..-...-. ......-.... Noise <25 <50 - dBA The best choice for.SolarEdOa enabled systems . ................................ _..... ........ .....- .............................................. ........................ . .. ...........:... .. ... p Y Min.Max.Operating Temperature Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Range -......13 to ao/-25to+6o(CAN... ...version•�••-aoto+6o) F/-c Superior efficiency(98%) Protection Rating NEMA 3R •For other regional settings please contact SolarEdge support Small,lightweight and easy to install on provided bracket Limited to 125%for locations where the yearly average high temperature is above 77-F/25-c and to 135%for locations where it is below 77y25c For detailed information,refer to hno://www.solaredee.us/files/od(slnverter do mersixine euide.odf Built-in module-level monitoring - - - •.•Ahigher current source maybe used,the imerter will limit its input current to the values stated. ••CAN P/Ns are eligible for the Ontario Fn and microFlT ImicoFfT m SE11400A-US-CAN). Internet connection through Ethernet or Wireless .. Outdoor and indoor installation I Fixed voltage inverter,DC/AC conversion only — Pre-assembled AC/DC Safety Switch for faster installation — Optional—revenue grade data,ANSI C12.1 ,��� i 4 i t i r USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THENETHERLANDS-ISRAEL www.solaredge.us r •. I