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0102 SEABOARD LANE
f d � � eQ.�o�..�,�. 1�.�ch,E'- TOWN OF BARNSTAYLE °1a� BUILDING PERMIT APPLICATION firr ,� Map oZ70 Parcel A�or � �} :'+ Application # 62 Health Division Date Issued f(-�"`�Lt P2 Conservation Division ,:r . � Application Fee �56 Planning Dept. { `f Permit Fee w Date Definitive Plan Approved by Planning Board Historic - OKH no _ Preservation/ Hyannis Project Street Address /c a 5eQ100ae-Q( Gn• Village H �u7r!!5 4 Owner C Scd7 Address /Oot SPccbdanj 64. Telephone 5_6 8 - 3 6 -?$ Permit Request /nsta/l Soar' eler-Ar'!c pgae/S fa /bof al ne/S7�rt4 douse, he Inkrzo��letl -XP home e/eayc4/ Sirs-,06m 11rW X 6 7 oe/s 3 Square feet: 1 st floor: existing _ proposed' 2nd floor: existing proposed — Total new — Zoning District /?p Flood Plain �- Groundwater Overlay Project Valuation`$Q14 600 Construction Type Q r-SO/Ctr' /Oa/10,15 Lot Size Grandfathered: ❑Y, s. lW"0 No If yes, attach supporting documentation. Dwelling Type: Single Family W"'- Two Family ❑ Multi-Family(# units) Age of Existing Structure -3-3 yrs• Historic House: ❑Yes W<o On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing- new Half: existing new Number of Bedrooms: �- existing =new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ C�A❑ Oil ❑ Electric ❑ Other �- Central Air: ❑Yes ❑,ko AO-Fireplaces: Existing New Existing wood/coal stove: ❑le-S ❑ No IV nw n� Detached garage: ❑ existing ❑ n< size_Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ nevG size_ ',Attached garage: ❑ exi�athgfl❑ nigW size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use /YSe0(&17_ha Proposed Use do C-6zolat- "If APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Cam! �lls SD a� r ca Telephone Number 7$/' R6 ' 7_ Ft sF. Address ll00 c/'�D/tr Park rive AAY0 License#_C5 10766.3 Lpelnba4e , MOL 4132Z_ Home Improvement Contractor# l68'S7o2 Email Worker's Compensation # &IR764d0 26Sda�f ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOO dz Ace - AembIb4a a SIGNATURE DATE /(l3//Lo 1Y II FOR OFFICIAL USE ONLY jy4 APPLICATION# DATE ISSUED MAP/PARCEL NO. - ADDRESS VILLAGE ' OWNER r DATE OF INSPECTION: FOUNDATION FRAME it INSULATION i FIREPLACE ' ELECTRICAL: ROUGH FINAL z PLUMBING: ROUGH FINAL GAS: ROUGH FINAL r� FINAL BUILDING - DATE CLOSED OUT 4 , ASSOCIATION PLAN NO. DocuSign Envelope ID:5BAFBOC7-AOAB-4773-989A-F41FD1369BB9 1. J N� Cit o.,.5olar y ( MyPower Homeowner Edson Eloy Date Issued 10/15/2014 Address 102 Seaboard Ln Installation Location 102 Seaboard Ln Hyannis, MA 02601 Hyannis, MA 02601 Our estimates show that you can own your solar power system from day one and save on your electricity bill. = Equivalent rate per'kWh 1702.60 10M85 Loan Down Payment Before rate reduction payment After rate reduction payment Our Promises to You System Warranty: We repair the system at�no additional cost. Free monitoring: We provide 24/7 web-enabled monitoring at no additional cost. Rooftop warranty: We warrant your roof against leaks. . Production Guarantee: Your system will produce as much electricity as we promise or we'll pay you. Fixed rate average: The rate you pay us will;never,increase by more than 2.9%per year.' No prepayment penalty:You can prepay your loan at any time with no penalty or fee.' Estimated System Size 8.250 kW Estimated First Year Production 9,367 kWh Your SolarCity MyPower Agreement Total System 4 ' Cost $45,375 APR z . 0 5 /o REC Value -$9,075 . Term 30 Years Utility Rebate -$1 250 Federal Tax - $13,613 Value Credit3 30%of total system cost kWh Rate $13,613 Loan Amount $35,050 Reduction Payment Due June 1st the year after installation 1 These features are provided through a loan by SolarCity Finance Company, LLC 2 This rate includes a 0.5%discount for using auto-pay from your checking account. 3 To realize the benefit of the federal tax credit, customer must have federal income tax liability that is at least equal to the value of the tax credit. SolarCity Corporation MA HIC 168572/EL-1136MR.The MyPower loan is being provided by SolarCity Finance Company LLC t 336052 DocuSign Envelope ID:5BAFBOC7-AOAB-4773-989A-F41FD1369BB9 7. ADDITIONAL RIGHTS TO CANCEL. IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS AGREEMENT UNDER SECTION 8 BELOW AND UNDER SECTION 1 OF THE GENERAL TERMS AND CONDITIONS, YOU MAY CANCEL THIS AGREEMENT, INCLUDING ANY SUBSEQUENT AMENDMENT, AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 8. NOTICE OF RIGHT TO CANCEL. YOU MAY CANCEL THIS AGREEMENT AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE YOU SIGN THIS AGREEMENT. SEE THE ATTACHED NOTICE OF CANCELLATION FORM ATTACHED AS EXHIBIT 1 FOR AN EXPLANATION,OF THIS RIGHT. Customer's Name:Edson Eloy D..Signed by: Signature: a�� y Date: 10/16/2014 wnD2o„&9 1..,o•.. Customer's Name: Signature: Date: WA.SolarCit Solar Home Improvement Agreement SOLARCITY APPROVED Signature: LYNDON RIVE,CEO Solar Home Improvement Agreement e;WaMty. Date: 10/15/2014 Solar Home Improvement Agreement MyPower Solar Plan,Version 3.1.2,October 15th,2014 Copyright©2008-2014 SolarCity Corporation.All Rights Reserved ■❑ 336052 Solalcity. OWNER AUTHORIZATION Job ID: 00 15-TY Location: /Do? 6&5�__Avro Z1 V I G�d &Soli 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. fD —2 Z --'Z.® SigVfure of Owner. Date: 7 24 St Martin Drive,Building 2 Unit 11 Marlborough,MA 01752 T(888)SOL-CITY F(508)460.0318 SOL ARC ITY.COM ` AZ ROC 243771,CA CSLB 888104,CO EC 8041,CT HIC 0632778,DC HIC 71101486;DC HIS 71101488,HI CT-29770, �. MA HIC I68572,MD MHIC 128948,N1 13`7N06160600,NY WG24624-HI i,OR CC8 IB0496,PA 077343,TX TDLR 27006,WA SOLARC•91901 s li44eJz I(I C/11(( 61M Office of Consumer Affairs and Business Regulation 10 Park Plaza Suite 5170 Boston Massachusetts 02116 Home Improvement-Contractor Registration Registration: 168572 Type: Supptement Card SOLARCITY CORPORATION Expiration: 3/8/2015 CRAIG ELLS ___--. ----- --_ 24 ST. MARTIN STREET BLD 2 UNIT•11 ---' -------- MARLBOROUGH, MA 01752 ^-- -- Update Address and return card.Mark reason for change. scn i ., zoM•os» Address rRenewal F_] Employment EI Lost Card frice of Consumer Affairs&Business Regulation License or registration valid for individul use only in P before the expiration date. If found return'to: PO IMPROVEMENT CONTRACTOR P 3 Office of Consumer Affairs and Business Regulation Registration: 168572 TYpi 10 Park Plaza-Suite 5170 - '" Expiration: 3I8/2015 Supplement ;ard Boston,MA 02116 SOLARCITY CORPORATION CRAIG ELLS i 24 ST MARTIN STREET SLO 2UNt �' `.•�? J� �' iWALBOROUGH,MA 01752 Undersecretary i Not v lid,without signature i Massachusetts •Department of PUbfac S<1fet ! Board of 13uilding Regulations and 15tanciarcis {`uat.tr�+4�lun'SulEt tt f5�«° i+cense.6S407663 CRAIG ELLS 206 BAKER STREET' 'f + Keene AYH 03431 t:tiii'ritlts it�ttF r 08/29/2017 _ Office of Consumer.Affairs and Business Regulation __ 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement.Contractor Registration Registration: 168572 Type: Supplement Card f� F Expiration: 3/8/2015 -i SOLAR CITY - - -I Y CORPORATION _ WAN Y EEUBANK 24 ST. MARTIN STREET BLD 2 UNIT 1.1{ Y ' MARLBOROUGH, MA 41752 Update Address and return card.Mark reason for change. SCA 1 0 earn-05111 � Address 0 Renewal ❑ Employment D Lost Card r - Office of Consumer Affairs&Business Regulation License or registration valid for individul use only a ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: 1 Office of Consumer Affairs and Business Regulation Registration: 168572 Type: 10 Park Plaza-Suite 5170 ?r_- Expiration: 31W2015 Supplement Card Boston,MA 62116 SOLAR CITY CORPORATION t WAYNE EUBANK 24 ST MARTIN STREET BLD 2UNI ithout sign ITIIAALBOROUGH,MA 01752, Undersecretary N valid wature r . _ r The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 1 Congress Street,Suite 100 t F-9 Boston,MA 02114-2017 iN www massgov/dia f Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print.Legibly Name(Business/Organization/Individual): SolarCity Corporation Address:3055 Clearview Way City/State/Zip:San Mateo, CA 94402 Phone#:888-765-2489 Are you an employer?Check the appropriate box: Type of project(required): 1.N I am a employer with 7000 4. ❑ I am a general contractor and I employees(full and/or part-time)-* have hired the sub-contractors 6. ❑New construction ' 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition o working for me in any capacity. Pt yees and have workers' 9 .❑Building addition [No workers' comp.insurance comp•insurance•t required.] 5. ❑ We arc a corporation and its 10.0 Electrical repairs or additions i 3.❑ I am a homeowner doing all work officers have exercised their I L[]Plumbing repairs or additions 1 myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no Solar Panels employees. [No workers' l 3.[■].Other comp.insurance required.] *Any applicant that checks box 91 must also fill out the section below showing their workers'compensation policy information. f 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. Iam an employer that is providing workers'compensation insurance for my employees-, Below is thepolicy andjob site information. Insurance Company Name:Liberty Mutual Insurance Company Policy#or Self-ins.Lic.#:WA7-66D-066265-024 Expiration Date:09/01/2015 Job Site Address:ZOA 5l 4100g& Ln City/State/Zip: 4rW rt Od too t 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 certo under the pains and penalties of perjury that the information provided above is true and correct . 1 Sietlature � -- /I ,�i ? •«c7� Date: �0/31/a dry 1 Phone#: 7818167489 Official.use only. Do not write in this area,to be completed by city or town official. i 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#: ' 1 Ac� ® CERTIFICATE OF LIABILITY INSURANCE °"o80/2014°MM 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 certiflcate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH RISK&INSURANCE SERVICES NAME: 345CAUFORNIA STREET,SUITE 1300 PHONE �No): CALIFORNIA LICENSE NO.0437153 Ate: SAN FRANCISCO,CA 94104 INSURER(S)AFFORDING COVERAGE _. NAIC 0 998301-STNDGAWUE-14-15 INSURER A:Liberty Mutual Fire Insurance Company 16586 INSURED INSURER e:Liberty Insurance Corporation 42404 Ph(650)963.5100 SolaCStyCorporatiion INSURERC:N/A N/A 3055 Clmim Way INSURER D I San Mateo,CA 94402 iINSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SFJ1-0024402%-M REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTVATHSTANDING ANY REOUIREMENT,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, I EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN ADDLLTR TYPE OF INSURANCE JM SUB JM POLICY NUMBER MPOMIIDDn EFF POLICY EXP LIMITS A GENERAL LIABILITY TB2-061-066265-014 09/OV2014 09ft)11Z)15 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occunence $ 1�'� {i CLAIMS-MADE a OCCUR MED EXP(Any one person) $ 10,000 i PERSONAL&ADV INJURY $ 1'000,000 p GENERAL AGGREGATE $ 2.000,000 GEN'L AGGREGATE LIMIT APPUES PER: PRODUCTS-COMP/OP AGG $ 2,000,MO JECT X POLICY X PRO- LOC 02dulbl0 $ 25,000 A AUTOMOBILE LIABILITY AS2-661-066'165A44 09/01I2014 O9(01/1015 COMBINED SINGLE LIMIT(Ea 1,000,000 ANY AUTO BODILY INJURY(Per perew) $ ALL OVVNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per axident) $ RO NON-OWNED P DAMAGE $ X X � HIRED AUTOS N AUTOS X PhY$• ge COMP/COLLDED: $ $1,000/$1,000 UMBRELLA A LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WA7-66D-065266-024 09101=4 091MIM15 X I WC STATU OTH- RS'AND EMPLOYE LIABILITY B ANY PROPRIETORIPARTNERID(ECUTIVE YIN WC7 661-066265-034(WI) 09/01/2014 49/01/2(115 EL EACH ACCIDENT $ 1,000,000 B OFFICERIMEMBER EXCLUDED? � NIA B yMes desam dry�e idNrnH)er iWCDEDUCTIBLE:$350,000' EL DISEASE-EA EMPLOYE $ 1,000,000 DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LowtoNs I VEHwLEs(Attach ACORD 101,Additional Remarks Schedule,U more space Is requbem Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SolarCity Corporation 3055 Clearview Way SHOULD ANY OF THE ABOVE DESGRIBF.D POLICIES BE CANCELLED BEFORE Y THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. 1 AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services Charles Marmolejo 019W2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD �a Version#39.5 U All�'A Solarcit y 3055 Clearview Way, San Mateo, CA 94402 (888)-SOL-CITY (765-2489) 1 www.solarcity.com N0REV1+D. WHITE cr i October 23, 2014 U STRUCTURAL Iect/Job#026588 NG *fig }� Pro' `�"� . - RE: CERTIFICATION LETTER `�r"t��- NAL `- Project: Eloy Residence 102 Seaboard Ln Hyannis, MA 02601 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes = MA Res. Code,8th Edition,ASCE 7-05,and 2005 NDS - Risk Category = II -Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf -MPl: Roof DL=7.5 psf, Roof LL/SL= 23.1 psf(Non-PV Areas), Roof LL/SL= 15.6 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss =0,18757 < 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure requires structural upgrades as detailed in the plan set to withstand the applicable roof dead load,PV assembly load,and live/snow loads indicated in the design criteria above. I certify that the structural roof framing including the specified upgrades and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res.Code,8th Edition.. Please contact me with any questions or concerns regarding this project. Sincerely, Andrew White,P.E. Digitally signed by Andrew White Structural Engineer Date:2014.10.24 07:45:55-04'00' Main:, 888.765.2489,x2377 ` email: 'awhite@solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY V(650)638-1029 solarcity.com AZ A0C 243771,CA CSLB ME104.CO CG&MI,C?tik^,o03277a,DC iNC 11101486,DC H0S 7110146&HI OT-29770,MA HIC 16857E MSTMHiC 126948...MJ 130 061600W, _ .•OR CC8.78o498,VA 077a43.TX TO1R 27Q06.WA GCL.50LAOW91907 02013 Sots Oty,All this resntvfA 10.23.2014 Version#39.5 SleekMountTM PV System p4i$o1arCit y Structural Design Software PROJECT INFORMATION &TABLE"OF CONTENTS Project,Name. .:.' Elo Residence x. . ," Barnstable Yt _- AHJ ° Job Number 026588 Building Code MA Res Code,_8th Edition T � T. ry '�a �'IRC 2009/IBC 2009"Customer_Na me:. �.�� ,'�Eloy;,Edson _,�<�_� �� Based On.,��, Address: 102 Seaboard Ln ASCE Code: ASCE 7-05 City/State. ��,3= Hyannis;° MA - Risk Category ?mow:. II' ._. P _..._ ,m. a �Pg d S q, ? Yes Latitude/Lo_ngit dee ` 41%§427 02601�,70 315451 U Stamp,Req d Yes, �` M ; SC Office: -South Shore PV Designer: Carlos Streegan Calculations: _ �� '.°]ustin�Ar6uN-67,7 �n' �� EOR. .��,:.'` : Andrew.°White P.E° Certification Letter " 1 Project Information, Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss =.0.18757 < 0.4g and Seismic Design Category(SDQ = B < D 1 2-MILE VICINITY MAP r jO A as soll y z p • 102 Seaboard Ln, Hyannis, MA 02601 Latitude:41.654427,Longitude:-70.315451,Exposure Category:C LOAD ITEMIZATION - MP1 PV System Load PV Module Weight(psf) 2.5 psf b, Hardware AssemblyWei ht s °• �° • • a' 0.5 sf PV System Weight s 3.0 Psf Roof Dead Load Material_ Load Roof Category Description MP1 _ Roofin9_Type _ Comp Roof ; , . ..' (1:Layers)'- 2.5 psf Re-Roof to 1 Layer of Comp? No Underlayment M Roofing Paper _ __ .: _ _..�.. 0.5 psf___Plywood SheathingT � Yes y1.5 psf Board Sheathing _ None Rafter Size and Spacing 2 x 6 @ 16 in. O.C. 1.7 psf Vaulted Ceiling %. No-o .� Miscellaneous Miscellaneous Items 1.3 sf Total Roof Dead Load 7.5 psf MP1 7.5 psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load La 20.0 psf Table 4-1 Member Tributary Area "-At. .• � • • •. - < 200 sf - Roof Slope 7/12 } Tributary Area Reduction 1 Section 4.9 Sloped Roof Reduction Rz 0.85 Section 4.9 Reduced Roof Live Load " . a., I Lr 4= o(Ri)'(Rz) .,E . Equation 4-2 Reduced Roof Live Load Lr 17' sf MP1 17.0 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 300 I Horiz.yDistance from Eve to Ridge _ W ` ` 16.8 ft t) Snow Importance Factor IS 1.0 Table 1.5-2 Partially Exposed Snow Exposure Factor, a" =Table' 7-2 Structures kept just above freezing Snow Thermal Factor Ct 1 1 Table 7-3 Minimum Flat Roof Snow Load(w/-- s 23 Rain-on-Snow Surcharge) &`": Pf min psf 4 7 3.4&7.10 ` 1 _ µ u Flat Roof Snow Load Pf pf 0.7(Ce)(Ct)(I) pg; pf>_ pf-min Eq: 7.3-1 23.1 psf 77% ASCE Design Sloped Roof Snow Load Over Surroundinq Roof Surface Condition of Surrounding All Other Surfaces Roof CS-roof 1.0 Figure 7-2 Design Roof Snow Load Over Ps-roof (CS-roof)Pf ASCE Eq: 7.4-1 SurroundingRoof PS fOOf 23.1 psf 770/a ASCE Design Sloped Roof Snow Load Over PV Modules Unobstructed Slippery Surfaces Surface Condition of PV Modules CS_PV 0.7 Figure 7-2 Design Snow Load Over PV PS-PV= (C.-P.)Pf ASCE Eq: 7.4-1 PSp°Modules 15.5 Psf 52% r, COMPANY PROJECT WoodWorks . SOMVARE FOR WOOD MSICN . Oct. 23, 2014 16:09 MP1.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 7.50 (16.0) * psf PV LOAD Dead Full Area No 3.00 (16.0)* psf SNOW LOAD Snow Full Area No 23.10 (16.0) * psf LIVE Roof constr. Full Area I No 1 1 17.00 (16.0) * sf *Tributary Width (in) Maximum Reactions (Ibs), Bearing Capacities (Ibs) and Bearing Lengths (in) : 0' 0'-91, 14'-6" Unfactored: Dead 124 113 Snow 235 214 Roof Live 173 158 Factored: Total 359 327 Bearing: F'theta 502 502 Capacity. Joist 5839 2260 Supports 3957 - Anal/Des Joist 0.06 0.14 . Support 0.09 Load comb #3 #3 Length 3.50 1.50 Min req'd 0.50* 0.50* Cb 1.11 1.00 Cb min 1.75 1.00 Cb support 1.13 - Fcp sup 335 *Minimum bearing length setting used: 1/2"for end supports Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. MP1 Lumber n-ply, Hem-Fir, No.1, 2x6, 2-ply (T'x5-1/2") Supports: 1 -Lumber Stud Wall, S-P-F (S) Stud; 2-Hanger; Roof joist spaced at 16.0"c/c; Total length: 17'-2.1"; Pitch: 7/12; Lateral support: top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); 4 IIr � Woodworks® Sizer SOFTWARE FOR WOOD DESIGN MP1.wwb WoodWorks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis value Design Value Analysis/Design Shear fv = 24 Fv' = 172 fv/Fv' = 0.14 Bending(+) fb = 876 Fb' = 1676 fb/Fb' = 0.52 Bending(-) fb = 10 Fb' = 1676 fb/Fb' = 0.01 Deflection: Interior Live 0.53 = L/361 1.06 = L/180 0.50 Total 0.81 = L/236 1.59 = L/120 0.51 Ca_ntil. Live -0.09 = L/113 0.12 = L/90 .0.79 Total -0.14 = L/74 1 0.17 = L/60 1 0.81 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 150 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 3 Fb'+ 975 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 3 Fb' - 975 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 3• - Fcp' 405 - 1.00 1.00 - - - 1.00 1.00 - - E' 1.5 million 1.00 1.00 - - - - 1.00 1.00 - 3 CRITICAL LOAD COMBINATIONS: Shear : LC #3 = D+S, V = 278, V design = 261 lbs Bending(+) : LC #3 = D+S, M = 1104 lbs-ft Bending(-) : LC #3 = D+S, M = 13 lbs-ft Deflection: LC #3 = D+S (live) LC #3 = D+S (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI 31e06 lb-in2/ply "Live" deflection = Deflection from all non-dead loads- (live, wind, snow...) Total Deflection = 1.00 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing. at an angle F'theta calculated for each support as per NDS 3.10.3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall'be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. [CALCULAT_ION OF DESIGN WIND_L_OADS=M_P_l _ _ - _-_.,_._, - Mounting Plane Information Roofing Material Comp Roof , PV S stem T e _ _ ' '' "` SolarCi SleeCkount" y- ---- Yp-_w _ ----- Spanning Vents No Standoff Attachment Hardware - 77, s "%Com Mount Type C Roof Slope 300 - -�— 7-7 Rafter Spacing__ " 16"O.C. Framinq Type Direction Y-Y Rafters Purlin,Spacin9� - _ X-X:Purlins_O_nly . , 3 _w NA ' Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standing Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code .__ ASCE 7-05 _...� . Wind Design,Method_�_.� � " „�; - _Partially/Fully Enclosed Method ,.— Basic Wind Speed V 110 mph Fig.6-1 ExposureCate9o�Y_ _ _ ` >. C, - -_ _Section 6.5.63.. Roof Style Gable Roof Fig.6-11B/C/D-14A/B "A 15 ft, . . , . :," ,, Section 6.2 Mean Roof Height _ �` h . -�� ; Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 To o ra hic Factor ' s ' " Krt r 100 " '` Section 6.5.7 e , . P graph_ _ _ w _ - -__-- - Wind Directionality Factor Kd _ 0.85 _ Table 6-4__ Im ortance Factor- I 1.0 :F .Table 6-1 Velocity Pressure qh Y qh = 0.00256(KZ)(Krt)(Kd)(VA2)(I) Equation 6-15 22.4 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC p 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p =qh(GC ) Equation 6-22 Wind Pressure U -21.3 psf Wind Pressure Down 19.6 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landsca a 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributa Area >., " Tribes 17 sf rY _ PV Assembly Dead Load W-PV 3 psf -� Net Wind',Uplift at_Standoff° T-actual Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci "DCR p 67:80/o m. X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever " Portrait "-p v 19"� NA _-_-- __--- - - --- _. Standoff Configuration Portrait Staggered Max Standoff Tributary,Area'x Triti ya" . 21 sf -- _ ate.._.__ PV Assembly Dead Load W-PV 3 psf Net d Uplift at Standoff m -T actual -4241b5 _ "-' n• Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity 84.8%, ry sseesor's map and lot number P.1....�F. .. �p-t.45' .k,' O?1C /L �a'y'rev 6`�'dO T coi�mtc�T Ta _ Tu��v� S�wL<<. �oF?NE Toy Sewage Permit number ':..:.: ': ..... Z 33AWSTODLE• i House number .............. .°::.:..........1 d�;........... �..... , � 900 r a 2639. 9� 0 NPY a� TOWN' rOF BA°R1vSTABLE { B-URDING IN:S•PECT0R APPLICATION :FOR PERMIT. TO .0 i�'S' "` .. :.............................. TYPE OF CONSTRUCTION ......:....... 1! ./...° P.............................................. l ,t........:.....:.......�9..cU TO THE INSPECTOR OF BUILDINGS: The undersigneed' hereby applies for�a permit acc�ording/to the following information: Location ......61....... ` /..J(� /�iC ....�". a. /�'..y�l�!V/!l�.J .........:........:... ProposedUse ..........7... .. ..... .. .1../ .. f........./................. .. .......................................:..........:.......... Zoning District ............................... / Fire District /�/� ............. ......... ./.................................................................. Name of Owner .(...'-►/...../ . LV...•...................Address ... ....5/p .... "� 21�//�/ '(�................... ... ...... �. l� ..Address ..:.. /� �✓` Name of Builder ................. ... .......................... ....................:.................................................. Nameof Architect ..................................................................Address ..................1............................................................. Number of Rooms ................. '.� ....... . .......................................... Exterior .... fG!.' :L (�4 � Roofing ......... ..... ............................. Floors .......................:Interior ........5. ................................................:........... Heating ....... /'. .,. ,�5 - .....................................Plumbing .....,l G .... /......0........................... -- Fireplace ........ .........Approximate Cost . QGU �t................................................... 0 Definitive Plan Approved by Planning Board _-_ v� �� 2— --- - 9 -- -• Area ............... Diagram of tot and Building with Dimensions Fee SUBJECT TO' APPROVAL OF BOARD OF HEALTH( I hereby agree to conform to all the Rules and Regulations of the Town Barnstable're ding the above construction. Name ............................. ................. — .................... G.REENBRIER DEVELOPMENT CORP. • i No Permit for ..One...St!;QXY........... �( +........Single„Fami. , '..A.W.ej,j.],Saq............. ' Location .Lot...#21....U.2...S.eabQa d...L,anej' + _ ,r• t ........ HY.Aan+a,S............................................. 4 Owner ...De elopmen&..Cor Type of Construction ...Fram:e.......................... ....... ........................................................ ; "r ;' T ,{ Plot ........................:... Lot ................................ F ., + December',.l2,1 ; 80 Permit Granted .19 ' Date of Inspection .:19 Date Completed ....................................X.19 i. 4 E - - f PERMIT REFUSED + 19...................................................... r f , .................................:............................................... f , ............................ .......................................... .......................... ................................................ i - Approved ................................................. 19 . ............................................................................... ............................................................I................... f s Assessor's map and lot number ..4q. V..... :r... THE �Q O Seyiage Permit number ................................:..................:.... Z BAHHSTADLE, i House number .....................................�. J. 90oe,Mb 9 9� 'E0 MAI M1, TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO .!.. °... ......:.......:........l,�..!i'`' ..... ..Z........................................... TYPE OF CONSTRUCTION fn- /./t:'Rf' lJi( ................................ .�.. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ......: t.'....... .` .: ... ri %:%:�.....f`��':/... �/f��!,^!!it:... . ..........:........:... ProposedUse ................................................................................................................ /r �..............................Fire District ...........::.Zoning District ..................`........................ ................................................................ Name of Owner .1 ,. :ti>,�o� .. ........ is�}:...................Address ..! �.....�7 ...... ..'r" .t:.:�..� .................... Name of Builder ............................ . %....... ....................Address .........''..,.:3... .................. . .. Nameof Architect ..................................................................Address .................................................................................... Number of Rooms .............................................Foundation '�:::::a. C ,%r:uf.:.!.....................................�. ry ` ........f....... r' C ........`T. . s Exierior� ....: ...r` ' ' '� .'.......................................Roofing ...:....,t ? ........ ............................. .. ... ..................... Floors ............ ................................................................ Interior ......... ``.�..... ........................................................ --Heating. ........' ./ ........ f .........................................Plumbing ... _,�......................... k.........`...................................... Fireplace .........................................................Approximate Cost ................r.....:f............................................ Definitive Plan Approved by Planning Board ___r 6-b V... f ------- ---------19 =--. Area ... .. ~............................ Diagram of Lot and Building with Dimensions Fee. ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH L b I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ,� F Name ............................. .................. .............................. GREENBRIE DEVELO A=270-145 d7a 5 No ermit for .3...ne.............. Single Family Dwelling ........................................... .... .......................... Location Lot #21 Seaboard Lane ......................... ................. yannis............................................ Owner ...Greenbrier Development Corr .............................................. Type of Construction Frame ................................................... .......................... Plot ............................ Lot ................................ Permit Granted December 12,...19 8 0 ..... 19 Date of Inspection ....................................19 Date Completed ......................................19 PERMIT REFUSED ................................................................ 19 .... ....V ................................................ ..... ... .. ..� ............. ...................... .. m. ....... i ..q .............. Approved ................................................ 19 ............................................................................... ............................................................................... s1 4 f 1� Ac�w.. r • t f � t If yfa lie f J+ 4 41 - (Y l q ,vX 4 �£ �� r'tfiq �rt � I.i '� ` { •��� 7G?/j,e'f:,..��"�?,f"� r�� �; � t. s � t°: � :;gPtdr t)'f:•"'s y. ��,, {j.T ,,...' � s� y `r .. - ` d.. a ,+,� 3^' - E k�'4 r4 1 •fir! r �,. ,-_ tC � (• \, S1 ctJC/ >rr�;�r c �{'! uE ./s « � '{.. ~ � lit _ .. � •T ''3� f S t3 st t, r.* .,: f � �M.. �� i i�. h 7 .�*\ 4•�� �V�` / ER'!I' -ry, t ��, g*Yf 4 jk l s, K._. Y " a \':s ;�, 3 ,y. �.•1 'r Jl th ;.y � . Ri r•..'t �""k c � t.\ E x t, - (� Z \� ': t ,Y �J 4, �4.> 7 1. F l ���� � � � '.t. P (� � V 1 I r7 vF��� �.sL ,y�/r �``4,. •, _..�. .... ��' {.',;. y "� ,!:., L� .�:..�'h 7hZ t• it � .'l, F T �, � f;�. � . + �r (y .�. ID f" u e t / i {}'T'� ,tEr :n �+t� r�•ti41 ntlt (.1.._ 1,� a -;'hf bi f +. 4• . ;' ? .i 3 , t.a i r. � ^ r-iI(��' �C 22162 11 ell. r A. f" y 3 bkhe�, s ;. ��,fL A .4 , CERTIFIED PLOT PLAN _ t 5 a �` Tat• r +��' a f r4 t � 't Q - y - i,� J,�rs _ ! F d f 0*0NSTRUCTI®N ®.NLY = ,�{' F � ty 2 Z FEET IN PINT! ®F ADJACENT •� V I { d 4 w SCALE• ®ATE'EN _ ✓� Q/NEER/NQ CO.lAfCJ 4 A,-CERTIFY THAT THE 5 40%VN ON THIS PLAN IS L®CA��® ' 'L. a , �6 � E® RE®ISTERE® JOB �t9;.3 ON TH(E GROUND AS IN®ICA'TE® A��.. 'yT ; ` 1Yai:L LAN® 31 q . CONFORMS T® THE ZONING �A��1E� SURVEY®R DR.®Y A OF BARNS ABLE fl MASS. T Ch'S -, ' 712 MAIN ST. ► � �� �' �� , c;}�• t�, �> HYANRIS, MASS. SHEET—! OF ff ®ATE REG. LAN® OURVEVORS. L,a A2 TOWN OF BARNSTABLE Permit No. _____2_27 57 I NAUSTAU f Building Inspector Cash 039. OCCUPANCY PERMIT Bond No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to Greenbrier. Devel.opment.Address Centerville Lot f 21 102 Beaboard Lane Hyannis Wiring Inspector Inspection date, Plumbing Inspector Inspection date Gas Inspector � ' E' J� e� A Inspection date Engineering Department / �f ,�f� f'. Inspection date" f THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. .. »...».»»`.U............», 19»» ..........1...................... .. ..rs...».t e�»»»«<« »»» »» » Building Inspector L ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE T. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN .METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT 46 PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS - PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES PV5 THREE LINE DIAGRAM 'tom Cutsheets_Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION r ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Barnstable REV BY DATE COMMENTS REV A NAME DATE MCOMMENTS UTILITY: NSTAR Electric (Commonwealth Electric) e — ,�f� e ® • aon — MIRMA PREMISE OVINER: DESCRIPTION: DESIGN: CONFlDENIIAL— THE INFORMATION HEREIN [INER ER J B-0 2 6 5 8 8 0 0 CONTAINED SHALL NOT BE USED FOR THE ELOY, EDSON ELOY RESIDENCE Carlos Streegan ���`r BENEFIT OF ANYONE EXCEPT SOLARCITY INC., SYSTEM: �„SolarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR INComp Mount Type C 102 SEABOARD LN 8.67. KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: H YA N N I S MA 02601 ORGANIZATION, EXCEPT IN CONNECTION VA1H 24 St Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE CANADIAN SOLAR # CS6P-255PX SIiEEI REV. DATE Marihoraugn,MA 01752 SOLARg1Y EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T: (650)638-1028 F. (650)638-1029 �r PERMISSION OF SOLARCITY INC. REDGE sE7sooA—us000sNR2 (508) 364-8561 COVER SHEET PV 1 10/23/2014 (888)-sot.-CITY(765-2489) www.solarcity.com PITCH: 30 ARRAY PITCH:30 MP1 AZIMUTH: 144 ARRAY AZIMUTH: 144 ---�_ MATERIAL:Comp Shingle STORY: 1 Story t� 0 �f�� ANDREW D. WM1TE `fit U U STRUCTURAL -- P:a_73to 102 Seaboard Ln +1fAL 9 j STAMPED & SIGNED (E)DRIVEWAY FOR STRUCTURAL ONLY Digitally signed by Andrew White Date:2014.10.24 07:48:02-04'00' Front Of House LEGEND AC , © D�i O (E) UTILITY METER & WARNING LABEL C I INVERTER W/ INTEGRATED DC DISCO Ins & WARNING LABELS L _JI © DC DISCONNECT &' WARNING LABELS 1I v ; � IF AC AC DISCONNECT & WARNING LABELS O O DC JUNCTION/COMBINER BOX & LABELS 0 DISTRIBUTION PANEL & LABELS O Lc LOAD CENTER & WARNING LABELS O O DEDICATED PV SYSTEM METER Q STANDOFF LOCATIONS a MP1 CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE A Q HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L-/i SITE PLAN Scale: 1/8" = 1' 01' 8' 16' s F calm CONFIDENTIAL INFORMATION HEREIN JOB NUMBER: J B-0 2 6 5 8 8 00 PREMISE D�'ER: DESCRIPTION: DESIGN: - \\� CONTAINEDD AL SHALL NOT BE USED FOR THE ELOY, EDSON ELOY RESIDENCE � Carlos Streegan �. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM:NOR �SolarCity. NOR SHALL IT BE DISCLOSED IN MOLE OR IN CompMount Type C 102 SEABOARD LN 8.67 KW PV ARRAY �', PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES H YA N N I S M A. 026 01 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (34) CANADIAN SOLAR # CS6P-255PX g1�7_ REV- DAB; Marlborough.MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME T. (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE # SE7600A—USOOOSNR2 (508) 364-8561 SITE PLAN PV 2 10/23/2014 111 (888)-SOL-CITY(765-2489) www.edarcitycom - PV MODULE U1 3'-3 t 5/16" BOLT WITH LOCK INSTALLATION ORDER 2x6 SPF#2 (N) & FENDER WASHERS LOCATE RAFTER, MARK HOLE S1 ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C 13'-9" ZEP FLASHING C (3) (3) INSERT FLASHING. (E) LBW (E) COMP. SHINGLE i 4 PLACE MOUNT. 1 O A SIDE VIEW O F M P 1 NTS SISTER UPGRADE INFORMATION: RAFTER UPGRADE INDICATED BY HATCHING (2) E ROOF DECKING ( ) O ( ) (5) INSTALL LAG BOLT WITH —] UPGRADE NOTES: " MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES 5 16 DIA STAINLESS 5 SEALING WASH 1. CUT AND ADD (N) SISTER AS SHOWN IN THIS SIDE AND REFERENCED TOP VIEW. / ST ( ) ER. LANDSCAPE 64" 1 24" STAGGERED 2. FASTEN N SISTER TO MEMBER W SIMPSON SDW 22 0 2—PLY) OR 22458 s ( ) (E) / 30 (IF 2 PL ) STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH PORTRAIT 48" 19" A A 6" A IF 3—PLY SDW SCREWS STAGGERED T 1 O.C. LONG SPAN AS SPECIFIED, IF WITH SEALING WASHER (6) BOLT & WASHERS. RAFTER 2x6 @ 16"OC ROOFARRAY AZI 144 PITCH 30 STORIES: 1 WOOD SPLITTING IS SEEN OR HEARD, PRE—DRILL WITH A J" DRILL BIT. " ARRAYAZI 144 PITCH 30 (2-1/2 EMBED, MIN) C.J. 2X6 @16"OC Comp Shingle ALT. OPTION FOR FULL LENGTH MEMBERS ONLY— FASTEN N SIDE MEMBER TO (E) RAFTER W/ 10d (IF 2—PLY) OR 16d FROM EACH SIDE (IF 3—PLY) COMMON (E) RAFTER T NAILS AT 6" O.C. ALONG. SPAN. ^ ♦ S 1 ANDOFF SISTER ALL RAFTERS ON THIS MP SECTION INTO WHICH THE ARRAY IS LAGGED J 1 6" END SIMPSON SDW 22300 WOOD SCREWS (E) RAFTER DISTANCE (E) WALL OR (N) SISTER MEMBER CENTERED (E) RIDGE BOARD ��16" O.C. TYP.�' (E) 2x6 RAFTER SUPPORT BELOW ' BETWEEN SUPPORTS OR SUPPORT BELOW ---�`� 2Y4", t' %Y1 t? s,5�, ' ra".DREUV D- SEE MP SIDE VIEW FOR REQUIRED LENGT T w'IIa; `n� SIMPSON SDW WOOD SCREWS (N) 2x6 SIDE MEMBER S-rr11Jf,"rkJRA MI R _ �'3' Uf Ior5'�� �S �a�. `�ft 2x6 END FASTENER GROUPING TOP VIEW OF PARTIAL LENGTH SISTER D1 Scale: �„=�'-o" STAMPED & SIGNED FOR STRUCTURAL ONLY CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 5 8 8 00 PREMISE OWNER: DESCRIP110N: DESIGN: \\, CONTAINED SHALL NOT BE USED FOR THE ELOY RESIDENCE Carlos Streegan BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ELOY, EDSON SolarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 102 SEABOARD LN 8.67 KW PV ARRAY - '��� PART To OTHERS OUTSIDE THE RECIPIENTS MODULES: H YAN N I S M A 026 01 ORGANIZATION, EXCEPT IN CONNECTION WITH e THE SALE AND USE OF THE RESPECTIVE (34) CANADIAN SOLAR # CS6P-255PX 24 St.Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: SHEET: REV: DATE: T. (6I 638 Marlborough. F: (6A1752 638-1029 PERMISSION of SOLARCITY INC. SOLAREDGE SE760OA—USOOOSNR2 (508) 364-8561 STRUCTURAL VIEWS PV 3 10/23/2014 (BBB)-SOL—CITY(765-2489) www.solarcity.com UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. J B-0 2 6 5 8 8 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN [INVEMRTEMR: BER: � ■ CONTAINED SHALL NOT BE USED FOR THE ELOY, EDSON ELOY RESIDENCE Carlos Streegan So�a�C�ty. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., SYSTEM: 1 rm NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Mount Type C 102 SEABOARD LN 8.67 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS � ORGANIZATION, EXCEPT IN CONNECTION WITH HYANNIS, MA 02601 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE CANADIAN SOLAR # CS6P-255PX PAGE NAME SHEET: REV: DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN T: (650)638-1028 F: (650)638-1029 PERMISSION of SOLARCITY INC. REDGE sE�sooA—us000sNR2 (508) 364-8561 UPLIFT CALCULATIONS PV 4 10/23/2014 (888)—SQL-CITY(765-2489) www.solarciity.com _ GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N),#8 GEC TO TWO (N) GROUND Panel Number:Square D Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE 6' SE760OA-USOOOSNR LABEL: A -04)CANADIAN SOLAR # CS6P-255PX GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:44 016 605 Tie-In: Supply Side Connection Inverter; 7 OOW, 24OV, 97.57.; w/Unifed Disco and ZB, RGM, AFCI PV Module; 255W" 234.3W PTC, Black Frame, MC4, ZEP Enabled ELEC 1136 MR Overhead Service Entrance INV 2 Voc: 37.4 Vpmox: 30.2 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 100A MAIN SERVICE PANEL SolarCity E3 10OA/2P MAIN CIRCUIT BREAKER (E) WIRING CUTLER-HAMMER Inverter 1 Disconnect CUTLER-HAMMER I 4 A > 10OA/2P 6 Disconnect 5 SOLAREDGE DC+ - - B 40A SE760OA-USOOOSNR2 I I I Dc MP 1: 1x17 C - EGC ------------ -------- - A Li a4ov � r--------- ----- B LZ DC+ N DG 2 (E) LOADS GND - ---- GND ------------------------- -EGCI --- DC+ DC+ GEC N DC- I DC I MP 1: 1x17 r•---J GND - EGC--- - -----tl!)Conduit ------------ ---♦---- -- EGC----------------- *J I N I Kit; 3/4' PVC, Sch. 80 - -J o EGC/GEC _ I I I I - GEc�-1 TQ 120/240V SINGLE PHASE I I UTILITY SERVICE I I I I I I - I I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN b Voc* = MAX VOC AT MIN TEMP OI (2)Ground Rod; 5/8* x 8', Copper B (1)CUTLER-HAMMER #DG222NRB A (1)solarCity 4 STRING JUNCTION BOX DC (2)ILSCO&IPC 4/0-#6 Disconnect; 60A, 24OVac, Fusible, NEMA 3R AC 2x2 STR GS, UNFUSED, GROUNDED Insulation Piercing Connector, Main 4/0-4. Top 6-14 -(1)CUTLER- AMMER gg DG100N6 Ground�Neutral ICt; 60-100A, General Duty(DG) PV 04)SOLAREDGE /1P300-2NA4AZS S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE -(1)CUTLER-HAMMER #DS16FK r v PowerBox Optimizer, 30OW, H4, DC to DC, ZEP AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Class R Fuse Kit (1)AWG#6, Solid Bare Copper (2)FERRAZ SHAWMUT#TR40R PV BACKFEED OCP nd Fuse; 40A, 250V, Class IRKS -(1)Ground Rod; 5/8" x 8', Copper C (1)CUTLER-HAMMER 60A,#24OVacUNon-Fusble, NEMA 31? (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL -(1)CUILER-NAMMER #DG10ONB ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE Ground eutralKit; 60-100A, General Duty(DG) 1 AWG #6, THWN-2, Black � 1 AWG#8, THWN-2, Black 1 AWG#10, THWN-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG#10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC © (1)AWG #6, THWN-2, Red O I4F (1)AWG #8, THWN-2, Red O (1)AWG#10, THWN-2, Red Vmp =350 VDC Imp=12.22 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=12.22 ADC ( AWG#6, THWN-2, White . NEUTRAL Vmp =240 VAC Imp=32 AAC LULL(1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=32 AAC (1 AWG#10, THWN-2, Green EGC. _ . . . -(1)AWG #6,.Solid Bare.Copper. GEC. . . -(1)Conduit.Kit;.3/4'.PVC, Sch. 80. . . . .. . . . . .-(1)AWG#8,.TF1WN-2,been . , EGC/GEC.-(1)Conduit.Kit;.3/4'.PVC..Sch, 80. . . . (1 AWG #10, THWN-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG#10', PV WIRE, Black Voc* =500 VDC Isc =15 ADC ® (1)AWG #10, THWN-2, Red Vmp - -350 VDC Imp-12.22 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=12.22 ADC . . , . . . (1)AN#10, WN TH -2,.Green. EGC A . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 5 8 8 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: ELOY, EDSON Carlos Stree . SolarCity. CONTAINED SHALL NOT BE USED FOR THE ELOY RESIDENCE Son _`s BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 102 SEABOARD LN NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type c 8.67 KW PV ARRAY r PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: H YAN N I S, MA 02601 THE SALE AND USE OF THE RESPECTIVE (34) CANADIAN SOLAR # CS6P-255PX 24 St.Martin Driver,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET: REV: DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. SOLAREDGE SE760OA-USOOOSNR2 (508) 364-8561 THREE LINE DIAGRAM PV 5 10/23/2014 (88e)-soL-:cTYB(765-2489)6www. coycom Label Location: Label Location: Label Location: _ • o o e • •o a (C)(CB) o (AC)(POI) n (DC) (INV) Per Code: Per Code: Per Code: NEC 690.31.G.3 ■e o - o e •n ° NEC 690.17.E ■ Qo ■ e o- •o•-�„� NEC 690.35(F) Label Location: o :o • TO BE USED WHEN (DC) (INV) o•■ s - ■ -o ° ■ • ■ INVERTER IS D O Per Code: o-• -o a., o ° UNGROUNDED NEC 690.14.C.2 Label Location: Label Location: o (POI) .e (DC) (INV) _ _ Per Code: ° Per Code: °u IV NEC 690.64.B.7 0 0 -o I�• o �' -o NEC 690.53 ■o e - o • e o ■ o- Label Location: - o 0 0 -o � (POI) Label Location: ° ° Per Code: o UG� (DC) (CB)uV ° NEC 690.17.4; NEC 690.54-■ se o 0 Per Code: e o - ° -■ NEC 690.17(4) '° ° o•■ ■ ■o 0 0 ■ o- e :o ■ -o 0 0- e- ■ o -o 0 . G1 o e■ e- -o ■ o Label Location: e fr�flnn (DC) (INV) Label Location: IAJ�JV Per Code: (D)(POI) • ° •-° NEC 690.5(C) - o 0 0 • o uV Per Code: o- -o ■ ■ ®;, ■ NEC 690.64.B.4 o ■ a- Label Location: Label Location: O (POI) (AC) (POI) . -e - o - Per Code: (AC):AC Disconnect Per Code: o ■ o - NEC 690.64.B.4 (C): Conduit O NEC 690.14.C.2 o e e _ (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect (AC) (POI) (LC): Load Center •-rX•Z F1 I Per Code: (M): Utility Meter r! NEC 690.54 (POI): Point of Interconnection CONFIDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR ���,.�j ®C®0® ~ THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED S�tOA IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, SC Label Set SD�a��t o EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 1 SolarCity SleekMountTM - 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 Compatible TM modules t' � aesthetics while minimizing roof disruption and �y 1O Drill Pilot Hole of Proper Diameter for labor.The elimination of visible rail ends and •Interlock and grounding devices in system UL 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 •Interlock and Ground Zep ETL listed to UL 1703 ,o Q Seal pilot hole with roofing sealant to a more visual) a s SleekMount as"Grounding and Bonding System" y appealing g stem.y ©3 Insert Comp Mount flashing under upper utilizes Zep Compatible T"' modules with •Ground Zep UL and ETL listed to UL 467 as layer of shingle strengthened frames that attach directly to. grounding device Zep Solar standoffs,effectively eliminating the Place Comp Mount centered need for rail and reducing the number of •Painted galvanized waterproof flashing ^� ! upon flashing standoffs required. In addition, composition p 5© Install la pursuant to NDS Section 11.1.3 Anodized components for corrosion resistance 9 shingles are not required to be cut for this y with sealing washer. system, allowing for minimal roof disturbance. •Applicable for vent spanning functions ---" , _ © Secure Leveling Foot to the Comp Mount -~ r using machine Screw 7O Place module O Components - - ® Q 5/16"Machine Screw + B © Leveling Foot ® ' Lag Screw OD Comp Mount © Q Comp Mount Flashing - D o`i --SolarCity. January 2013 %0W &LISTED SolarCity January 2013 �OMPP~� dge® CS6P-235/240/245/250/255PX �g�F1a�e er CanadianSolar Black-framed gleak�hl0 Electrical Data - STC CS6P-235P CS6P-240P CS6P-245P CS6P-250PXCS6P-255PX Temperature Characteristics Nominal Maximum Power(Pmax) 235W 240W 245W 250W 255W Optimum Operating Voltage(Vmp) 29.8V 29.9V 30.0V 30.iV 30.2V Pmax -0.43%/°C Tam arahga Cnaffir•ianf Voc -0.34 Optimum Operating Current(Imp) 7.90A 8.03A 8.17A 8.30A 8.43A P= ' Open Circuit Voltage(Voc) 36.9V 37.OV 37AV 37.2V 37.4V Isc 0.065%rC ¢4 J�.t4 't itY1 v+ fi�' s Normal Operating Cell Temperature Short Circuit Current(Isc) 8.46A 8.59A 8.74A 8.87A 9.00A. P 9 P 45t2°C Module Efficiency 14.61% 14.92% 15.23% 15.54% 15.85% Operating Temperature _qp•C-+g5°C Performance at Low Irradiance 1 Maximum System Voltage 1000V(IEC)/600v UL Industry leading performance at low irradiation '7<# ,. ,.�I t .Maximum Series Fuse Rating 15q environment,+95.5%module efficiency from an Application Classification ClassA irradiance of 1000w/m'to 200w/m' Power Tolerance 0-+5W (AM 1.5,.25-C) Next Generation Solar Module Under standard Teat Conditions(STC)ofirradiancoof 1000Wlm',spectrum AM 1.5 andcell temperature of25'C a NewEdge,the next generation module designed for multiple Engineering Drawings NOCT-v �r`` CS6P-235PX CS6P-240PX CS6P-245PX CS6P-250PX CS6P-255PX .. _ • types of mounting systems,offers customers the added Nominal Maximum Power(Pmax) now naw new 1a1w lesw value of minimal system costs,aesthetic seamless Optimum Operating Voltage(Vmp) 27.2V 27.3V 27.4V 27.5V 27.5V appearance,auto groundingand theft resistance. Optimum Operating Current(Imp) 6.27A 6.38A 6.49A 6.60A 6.71A }y - Open Circuit Voltage(Voc) 33.9V 34.OV 34.1V 34.2V 34AV The black-framed CS6P-PX is a robust 60 cell solar module Short circuit current(Isc) 6.86A 6.96A 7.08A 7.19A 7.29A. " incorporating the groundbreaking Zep compatible frame. Under Normal operating Cell Temperature,irradiance of8o0 Wlm2,Spectrum Aid 1.5,ambient emperature 201C, - The specially designed frame allows for rail-free fast wind speed 1 role installation with the industry's most reliable grounding Mechanical Data t system.The module uses high efficiency poly-crystalline Cell Type Poly-crystalline 156 x 156mm,2 or 3 Busbars Key Features silicon cells laminated with a white back sheet and framed Cell Arrangement 60(6 x 10) with black anodized aluminum.The black-framed CS6P-PX Dimensions 1638 x 982 x40mm(64.5 x 38.7 x 1.57in) • Quick and easy to install - dramatically is the perfect choice for customers who are looking for a high Weight 20.5kg(45.2lbs) reduces installation time quality aesthetic module with lowest system cost. Front cover 3.2mm Tempered glass Frame Material Anodized aluminium alloy • Lower system costs - can cut rooftop Best Quality .1-Box IP65,3 diodes installation costs in half Cable 4mm'(IEC)/12AWG(UL),1000mm • 235 quality control points in module production Connectors MC4 or MC4 Comparable • Aesthetic seamless appearance - low profile •. EL screening to eliminate product defects Standard Packaging(Modules per Pallet) 24 cs e with auto leveling and alignment Current binning to improve system performance p • Module Pieces per container(40 ft.Container) 672pcs(40'HQ) Accredited Salt mist resistant • Built-in hyper-bonded grounding system - if it's I-V Curves(CS6P-255PX) mounted,it's grounded Best Warranty Insurance r'ti "" • Theft resistant hardware • 25 years worldwide coverage • 100%warranty term coverage • ,( I SecticnA-A • Ultra-low parts count -, 3 parts for the mounting • Providing third party bankruptcy rights ' i '#I 35,0 and grounding system • Non-cancellable -` ! ° s • Immediate coverage • Industry first comprehensive warranty insurance by AM Best rated leading insurance companies in the • Insured by 3 world top insurance companies s a v world Comprehensive Certificates • Industry leading plus only power tolerance:0-+5W • IEC 61215,IEC 61730, IEC61701 ED2,UL1703, • Backward compatibility with all standard rooftop and CEC Listed,CE and MCS ground mounting systems • IS09001:2008:Quality Management System "-0•n • ISO/TS16949:2009:The automotive quality - Speciticationsincluded in this datasheetam subject to change without prior notice. • Backed By Our New 10/25 Linear Power Warranty management system Plus our added 25 year insurance coverage • IS014001:2004:Standards for Environmental About Canadian Solar management system Canadian Solar Inc, is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was 100 QCO80000 HSPM:The Certification for companies. As a leading vertically-integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in 97° Added Value Fro Hazardous Substances Regulations manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing 90% m Warranty 9 solar systems, Canadian Solar delivers solar power capacity of 2.05GW and cell manufacturing capacity of 1.3GW. • OHSAS 18001:2007 International standards for products of uncompromising quality to worldwide 80% occupational health and safety customers. Canadian Solar's world class team of ` x' p y professionals works close) with our customers to o% 5 10 15 20 25 • REACH Compliance rovide them with solutions for all their solar needs. g L �. •10 year product warrant on materials and workmanship g d'E IF I .. �� t Y P Y P � 25 year linear power output warranty www.canadiansolar.com1 , k EN-Rev 10.17 Copyright 02012 Canadian Soler Inc. ' - .� �. t q solar=oo solar=oo SolarEdge Power Optimizer fM� Module Add-On for North America ��oVrV P300 / P350 / P400 SolarEdge Power Optimizer g \ P300 P350 _. P400 I Module Add-On For North America (for 60 cell PV (for 72-cell PV (for 96 cell PV modules) modules) modules) P300 / P350 / P400 iwPUT ( Rated Input DC Powers 300 350 400 W Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc .. ... ......... ...........M........... . ............. ....... ..... MPPT Operating Range 8 48 8-60 8-80 Vdc .. ............................................................................. ...................... ........................ ......................... .. Tw Maximum Short Circdt Current(Isc) 10 Ad .... c Maximum DG Input Current .... .............................. 12.5 ........... .................. Maximum Efficiency 99:5 % 'y Weighted Efficiency 98 8 % ... .. ................ ....... ... .. .......................... ............. ................. . Overvoltage Category II - OUTPUT DURING.OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) 9 Maximum Output Current 15 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 r STANDARD COMPLIANCE FCC Part15 Class B,IEC61000-6 2,IEC61000 6 3 .................... IEC62109 1(class II safety),UL1741 RoHS Yes aINSTALLATION SPECIFICATIONS Maximum Allowed SYs[em Voltage 1000 Vdc Dimenslons(WxLZ H) 141x 212 z40.5/5 SSx834x 1.59 mm/in Weight(including cables)......................................... 0/ ... ................... .........95 2:1................................ ..Br........ 1 Input Connector ...........................MC4/Amphenol/Tyco .............................................................. .............................. ... ... Output Wue Type/Connector Double Insulated Amphenol ........... ............................... .... ......................... ............................ ...................... - f Output Wire length .......................................... ........0.95 1.2/3.9 m/k ' Operating Temperature Range 40 +85/-40 +185 'C/'F Pro[ectlon Rafing IP65/NEMA4 . Relative Humidity ............................0.100........ ...% $I,d sac P..I.f m 1a M—aof.p t.+sz PV SYSTEM DESIGN USING A SOLAREDGE `t THREE PHASE THREE PHASE INVERTER SINGLE PHASE 208V 480V PV power optimization at the module-level - Minimum String Length(Power Optimizers) 8 10 18 .......................................................................... :.......................... .. ........... Up to 25%more energy f Maximum String Length(Power Optimizers) 25 25 50 1 ...........u'M.'........................................................................................... ........................ .......................... Superior efficiency(99.5%) ( Maximum Power per String 5250 6000 12750 W ............................................................................................................ ........................... ............. Parallel Strings of Different Lengths or Orientations Yes -. Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading .......... .. •�•• orientations.. -. . .. . ...•. - - Flexible system,design for maximum space utilization - Fast installation with a single bolt - - -. . + - Next generation maintenance with module-level monitoring f - Module-level voltage shutdown for installer and firefighter safety t USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us � y y ,� � _ XoSingle Phase Inverters for North America _ solar osoIarSE3000A-US/SE3800A-US/SE5000A US/SE6000A-US/ Q SE7600A-US/SE10000A US/SE11400A US J . r "t{' : SE3000A US SE3600A US SES000A-US SE6000A-US SE75Mp-LtS SF7n000A-115 SE11400A-US r f x s OUTPUT Single p p p w aC s ;� y�yQ�-'���y °f ` 9980 @ 208V SolarEdge Phase Inverters tea NominalACPower.Output 3000 3800 5000 6000 7600 11400 VA 1�.� 10000 @240V .................................. i`° 5400 @ 208V 10800 @ 208V Max.AC Power Output 3300 4150 6000 8350 12000 VA For North America ............. ........................ ... . .... ....... .. . ...... 5450 @240V 10950 @240V AC Output Voltage Min:Nom:Max.' ✓ ✓ SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US 183-208-229Vac Y _ .......................................... ................ ............... ...... .. AC Output Voltage Min.Nom.Max." SE7600A-US/SE10000A-US/SE11400A-US 211-240-264Vac.................... ................ ............... ................. ................ ............... .... ........................... '` "" x - '_ AC Frequency Mm Nom.Max." 59.3 60-60.5(with HI country setting 57 60-60.5).. Hz .......... ..... ........... .......... ......... @ 08V 48 @ 208V Max_Continuous Output Current .. 12.5 .-. I....,.16...... ...24....?.......I......25.......I... 32 47.5 A .: 21 240V .:....... 42 @.240V... . . ........... .... 3 Utility Monitoring,Island............ ........ .............................................1......................... ................ .............. ......... Protection,Country Configurable Yes ewer ► Thresholds q 25 i�ti4 ..INPUT Recommended Max.DC Power`" - �y� (STC)............ ............. .... ...3750..... .....4750..... ................. .....7500..... .....9500..... .....12400._. ......................14250... ........... Ungrounded.. .. ............. .............................I........ Yes .. ................ ...................... ..... ........... - . Max.InputVoltage ................ .......................................... •500 .................................... Vdc ... .... ... ............ .. .. .... ........ ...... ......... ..... ..Nom..DC.lnput Voltage................. ............... ........... .. ...325 @.208V/350 @ 240V....... ....... ...... .............. .Vdc.... SS 33 208V Max.Input Current 9.5 13 ( @ 208V 18 23 @ 34.5 Adc .. 165 - - 15.5 @ 240V 30.5 @ 240V ....... ....... .... ........ ..I.. ... .... ..[** I. .................................Max.Input Short Circuit Current 30 45 _.......................................... ................................................................... ........... . ............ r ' Reverse Polarity Protection Yes .......... .... �. .......................................... .......................................................... ...................... .. ................. '^"'- icy' : t?: Ground Fault Isolation Detection 600ka Sensitivity ................. ................ ............... ................. ................ ................ :....................... ........ ..., . Maximum Inverter Efficiency.......... .....97:�..... .....98:z..... . . ..98:3...... .....98:3...... ......98....... .......98...............9.......... .... ..... ...............I... 97.5 @ 208V 97 @ 208V CEC Weighted Efficiency..... ........ .....97.5......(......98.... L.98 @.240V..L....97.5..... 97.5 97.5 @.240V........97.5....... ....�..... ..Ni Nighttime 'gh 'me Power Consumption I <2.5 <4 W _ ADDITIONAL FEATURES ' — Supported Communication Interfaces RS485,RS232,Ethernet,Zi Bee(optional),.,_.-. .. ................................:P.2.. ..................................................... ......... Revenue Grade Data ANSI C12.1 Optional 11, STANDARD COMPLIANCE UL3741,UL16996,UL1998,CSA 22.2 ( 4 ' I Grid Connection Standards ......................................................IEEE1547 ......................................:. ........... „ .......................................... p ... ........ I Emissions FCC art15 class B -. INSTALLATION SPECIFICATIONS _ ........ ........ ........... . . . ........... ........... i AC output conduit size/AWG range 3/4 mmlmum/24 6 AWG 3/4"minimum/8 3 AWG ' t ' DC input conduit size/#of strings/ 3/4"minimum/1 2 strings/24-6 AWG 3/4"minimum/1-2 strings/14 6 AWG .. AWG ran e .. 0, - Dimensions with AC/DC Safety 30.5 x 12.5 x 7/ 30.5 x 12.5 x 7.5/ 30.5 x 12.5 x 10.5/775 x 315 x 260 In/ ................ ,_.,.,,,775x315x172,,.,,., 775x315x191 .mrn, ,, ....................... ..... .................................. ...................................................... .. .... . - Wei ht with AC DC Safety .....g.........../......... .Switch... .. ..........S..../23:?.......... .................z4:............ ........ ...........8..:4/40:1..................... .Ib/.kg... - - Cooling Natural Convection Fans(user replaceable) The best choice for SolarEdge enabled systems "oi5e ....... .. ....... <25 .... .....<so.. ... ......... den.... Min.Max.Operating Temperature -13 to+140/-25 to+60(CAN version"**-40 to+60) `F/-C - Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance Range ..._. ......... Protection Rating �.............. NEMA 3R ... ............. ........... Superior efficiency(98%) regional s.ings please co.act Sol.... ' R '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 77'F/25'C. For detailed information,refer to httD//w• olar d /fit /odf/invert r d o itl odf ( — Built-in module-level monitoring - ; ..•A higher current source may be used;the inverter will limit its input current to the values stated. ••CAN F/Ns are eligible for the Ontario FIT and micmFIT(microFIT exc.5E11400A-US-CAN). — Internet connection through Ethernet or Wireless — Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only Pre-assembled AC/DC Safety Switch for faster installation Optional—revenue grade data,ANSI C12.1 I. su�sasc 0 USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THENETHERLANDS-ISRAEL WWW.Solaredge.us ,