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'� •.,k, .. - I p lf" ., <. , . .. .v ,,. ,,.. ..,::. , .: .r. T. Fil" I'A ,k_ "zA +: s r:' , ,,,. ., _ • ,, ,,.. ,..,^ \..� a. +/! £ r 3,`t s},t eats 't. a(f' r. ;; 1. , �. . �.���' � ,,, _9",:: — I ' -, ' ' �I 0. .. C: I "I I ( 1 ,}' s a L ,} S rit r: r 4 , " , , , '_"i :1 r, _a , , ,: pAWIT if A : ,., - r - , vi ., - }rt - r Y ,., y v'! r': - I..- -. . , ;' .. ,. ,. , . z r Application number...........-...............Ll.. .!. �► 110k, O� Fee ........................ .........� Go d s � OA Koss, 6 ��19 Building Inspectors Initials...... ...................... 9� Date Issued.:. .......1..................................... Map/ParmI.............:................................................... TOVVN OF BARNSTABLE EXPEDITED PERMIT APPLICATION: ROOF/SIDING/WINDOWS/DOORS/TENTS/STOVES/WEATHERIZATION PROPERTY INFORMATION Address of Project: �;� a ?'�' NUMBER STREET VILLAGE Owner's Name: �t ek Y 1 R_aL, Phone Number 2 � 4` Email Address: UY o S ca)� 8 n'u-6•(e),L:., Cell Phone Number Project cost$ i S 0 0. O 6 Check one Residential Commercial OWNER'S AUTHORIZATION As owner of the above property I hereby authorize to make application for a boil ' permit in accordance with 780 CMR J Owner Signature: Date: TYPE OF WORK ❑ Siding Windows(no header change)#_:Z,_❑ Insulation/Weatherization ❑ Doors(no header change) # Commercial Doors require an inspector's review ❑ Roof(not applying more than 1 layer of shingles) Construction Debris will be going to CONTRACTOR'S INFORMATION i Contractor's name Home Improvement Contractors-Registration(if applicable)# (attach copy) Const uc'ion Supervisor's License# (attach copy) Email of Contractor Phone number ALL PROPERTIES THAT HAVE STRUCTURES OVER 75 YEARS OLD OR IF THE SUBJECT PROPERTY IS IN 1 APPLICATION.NUMBER............................................................ � *For Tents Only* Date Tent(s)will be erected Removed on number of tents total Does the tent have sides?Yes No (If yes please attach floor plan with exits marked) Dimensions of each Tent X X X Additional tent dimensions can be attached on a separate piece of paper. Purpose of Event Check one: this event is a: for profit non-profit event Check one: Food served Yes No Flame Spread Sheet of each tent must be attached. Provide a site plan with the location(s)of each tent Fuel source being used LP tank 20 lbs. or>Yes No ,if yes, a gas permit is required. Natural Gas Yes No ,if yes,a gas permit is required. If food is being served at your event please obtain a Health Department approval between the hours of 8:00am-9:30 am or 3:30 pm-4:30pm.,Commercial events may require Fire Department approval. *WOOD/COAL/PELLET STOVES Manufacturer# Model/I.D. Fuel Type Testing Lab Offsets from combustibles: front back left side right side HOMEOWNER'S.LICENSE EXEMPTION r 1` Homeowner's Name:_- �a ► � Telephone Number Cell or Work number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspec 'on rocedures,specific inspections and documentation required by 780 CMR and the Tow arnsta le. Signature -- Date APPLICANT'S SIGNATURE Signature- -- Date a building o icial s a royal rior to issuance. All permit plic 'ors are subject to g ff pp p r e i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: ]Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): t-tG� ►�1 „ Address: lP �.�u Sau lam L/ �a<:�;) City/State/Zip: Oro aeY�Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 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 workingfor me in an capacity. employees and have workers' Y P h'• # 9. ❑Building addition [No workers'comp.insurance comp.insurance. required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions officers have exercised their 11, Plumbing repairs or additions 3. I am a homeowner doing all work ; ; ❑ g P myself. [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: 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 ce fy u er the pains and penalties of perjury that the information provided above • true and correct. Si� atu e: Date:, Phone#: �-- ] S Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other -Contact Person: Phone#: Information and Instructions Massachusetts eneral Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this�tatute,an employee is defined as"...every person in the service of another under any c retract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal en ' ,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a dece ed employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing ployees. However the owner of a dwelling house\aurt ot more than three apartments and who resides therein, the occupant of the dwelling house of another loys persons to do maintenance,construction or repair ork on such dwelling house or on the grounds or buildienant thereto shall not because of such employment a deemed to be an employer." MGL chapter?152,§25C(6)also states that"every state or local licensing agency s 11 withhold the issuance or renewal of a license or permit to operate a business or to construct buildings' the commonwealth for any applicant who has not produced acc�table evidence of compliance with the' surance coverage required" Additionally,MGL chapter 152, §25C(7 states"Neither the commonwealth n any of its political subdivisions shall enter into any contract for the performance of public work until acceptable ev' ence of compliance with the insurance requirements of this chapter have been presented to the contracting authori ." Applicants Please fill out the workers' compensation affidavit completely,by ch king the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),addre (es)and phone ber(s)along with their certificate(s)of insurance. Limited LiabilityCompanies LC or Li ited Liabili Partnerships LP with no employees other than the P (L ) � P �- ) members or partners,are not required to carry worked'compens ,'on insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit y be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also a su et sign and date the affidavit. The affidavit should be returned to the city or town that the application for the p t or license is being requested,not the Department of Industrial Accidents. Should you have any questions regar ' the law or if you are required to obtain a workers' compensation policy,please call the Department at the n er listed below. Self-insured companies should enter their self-insurance license number on the!2212Lnate line. City or Town Officials Please be sure that the affidavit is complete and printe legibly. The epartment has provided a space at the bottom of the affidavit for you to fill out in the event the 0 of Investigati\asa o contact you regarding the applicant. Please be sure to fill in the permittlicense number ch will be used rence number. In addition,an applicant that must submit multiple permit/license applicati in any given yeanly submit one affidavit indicating current policy information(if necessary)and under"Job ite Address"the aphould write"all locations in (city or town)."A copy of the affidavit that has been o icially stamped or mathe city or town may be provided to the applicant as proof that a valid affidavit is on a for future permits or A new affidavit must be filled out each year.Where a home owner or citizen is ob mg a license or permit no any business or commercial venture (i.e.a dog license or permit to burn leaves tc.)said person is NOT re co plete this affidavit. The Office of Investigations would like to thank you in advance for yeratio and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Qfflice of Investigations w� 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 Revised 4-24-07 www.mass.gov/dia TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION N6_� g1 ,0 Map s356 Parcel 003 Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Z Date Definitive Plan Approved by Planning Board Historic - OKH s-Q7brout Preservation/ Hyannis — Project Street Address ys/✓�"�l giw S�"�et�, 23ARNs•�4Z It A4 0A4 21-4' Village BARYS�� Owner Suxq Al,ye Address0me &iNS�,X&AA. u,+Eti ?or&,V f Telephone o�67 j Permit Request r Immu- _!%oaR acarxrie-swieLs em Roor'ojr E•xisnNG,y sue- aJ.TN AgV r.JWRAor"�.F ,f.mo ew.84d' 3.4 S,p�C/FIFO /yt/L�GtiS'r� �iC /.y�dYGON�yiS�TED dy�7r/J/OM��L6�T.�/CJIG 7 /8aa ,v44$ Square feet: 1st floor: existing — proposed -- 2nd floor: existing -- proposed — Total new Zoning District RP-Z Flood Plain Groundwater Overlay -- Project Valuation IZ000.00 Construction Type.4 fior,-,felva �tU Lot Size Grandfathered: ❑YesA/A M If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Sew /�.Lt a/CiS�o�/ Age of Existing Structure aS Historic House: `. Yes ❑ No On Old King's Highway: 'Yes ❑ No Basement Type: ❑ Full --EPQVSnrl- ❑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 Rg m Count �--� Heat Type and Fuel: ❑ G,as v/0-al ❑ Electric ❑ Other - Central Air: ❑Y4wrAl,O-No Fireplaces: Existing DW " Existing w coal stove: o Detached garage: ❑ existipe/JOCecv size- Pool: ❑ exist+ WA rri5w size = Barn: existirx�( n size_ Attached garage: ❑ exisAWA-rew size =Shed: ❑ ex+st ew size = Other: eso � Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ {-'? r' Commercial ❑Yes >f No If yes, site plan review# Current Use 4�wAl zC q'Aw,A* Proposed Use A/o C19AI9G APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name —_ra.,,r� Telephone Number Address /moo Go2iT ,-ac1% Z.�.�k �i' ' ��`�� License #-CS/0.P!66 3 09in6i-note AA OW-1 ' Home Improvement Contractor# Email d" Worker's Compensation #l<1r476dDPf66.26.�00?:/ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO_cc�c%.�,ns�t�` FAD all SIGNATURE DATE 10/31 IV FOR.OFFICIAL USE ONLY 1' ,r APPLICATION# DATE ISSUED i MAP/PARCEL NO. 4{4� ADDRESS �. VILLAGE OWNER: , r DATE OF INSPECTION: a i FOUNDATION I _ FRAME INSULATION r' FIREPLACE _ ELECTRICAL: ROUGH • FINAL V PLUMBING: ROUGH r` - FINALS ' GAS: ROUGH FINAL _ FINAL BUILDING DATE CLOSED OUT } Aq IATION PLAN NO. � I �r*4'0-ola ' OWNER AUTHORIZATION Job ID: GQG Location: I 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 Ow ate: 24 St Martin Drive,Building 2 Unit 11 Marlborough,MA 01752 T(888)SOL-CITY F(508)460-0318 SOLARCITY.COM AZ ROC 243771,CA CSL9 M8104.00 EC 8041,CT HIC 0632778,DC HIC 71101486,DC HIS 71101488.HI CT-29770, MA HIC 168572,MD MHIC 128948,NJ 13YH06160600,NY WC24624-14I1,OR CC8 180498,RA077343,iX TDIR 27006,VIA SOLARC-91901 e Version#37.4 �lwo S®IarClt . �tHOF 3055 Clearview Way,San Mateo, CA 94402 y1 Q (888)-SOL-CITY (765-2489) 1 www.solarcity_com 2 Y00 AN y!�_ K �+ July 23, 2014 A y No.4 Project/Job#026429 �o RE: CERTIFICATION LETTER �AL Project: Kline Residence 4455 Main St Digitall signe y Yoo Jin Kim Barnstable,MA 02675 Date:2014.07.23 16:00:45 To Whom It May Concern, 07f001 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 -MP1: Roof DL= 8 psf, Roof LL/SL= 23.1 psf(Non-PV Areas),Roof LL/SL= 15.6 psf(PV Areas) -MP2: Roof DL= 8 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 =0.1874 < 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project,the structural roof framing has been reviewed for loading from the PV assembly on the roof.The structural review only applies to the section(s)of the roof that directly supports the PV system and its supporting elements.After this review it was determined that the existing structure requires structural upgrades as detailed in the plan set. I certify that the structural.roof framing including the specified upgrades and the new attachments that directly support the gravity loading from PV modules have been reviewed and determined to meet or exceed requirements of the MA Res. Code,8th Edition. Please contact me with any questions or concerns regarding this project. Sincerely, Yoo]in Kim, P.E. Civil Engineer Main: 888.765.2489,x5743 email: ykim@solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com I' AZ RCC 243771,CA CSL.9 888104.CO EC 8041,CT HIC 0632778,DIC HIC 71101480,DC HIS 711014U.HI CT-29770,MA HIC 168572,CAD MHIC 128948,P1J 13Wt 06160600, OR OC8 180498,PA 071S43,rX TDLR 27006.WA CCI...SOL AnC"01007 0 2013 Sular(Ay AIl,ighl8 me uQ ed, ' 07.23.2014 SolarCity SleekMountTM PV System Version#37.4 Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Kline Residence AHJ: Barnstable Job Number: 026429 Building Code: MA Res. Code, 8th Edition Customer Name: Kline, Suzy Based On: IRC 2009/ IBC 2009 Address: 4455 Main St ASCE Code: ASCE 7-05 City/State: Barnstable, MA Risk Category: II Zip Code 02675 Upgrades Req'd? Yes Latitude/ Longitude: 41.701183 -70.260867 Stamp Req'd? Yes SC Office: South Shore PV Designer: Dimas-Daniel Urbieta Calculations: Daniel Millman P.E. EOR: Yoo]in Kim 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 = 0.1874 < 0.4g and Seismic Design Category(SDQ = B < D 1/2-MILE VICINITY MAP laiiets Ar 6A J�l `99691%assGIS, Qommorywealth of MassaChusetts EQE A&.USDA Farm Service Agency 6A A '. 4455 Main St, Barnstable, MA 02675 Latitude: 41.701183, Longitude: -70.260867, Exposure Category: C t LOAD ITEMIZATION - MP1 PV System Load PV Module Weight T.(psf)_ _ -_____ - 2.5 psf Hardware Assembly Weight s '- 0.5 psf �- PV System Weight s 3.0 psf Roof Dead Load Material Load Roof Category Description MP1 Roofin T e _ Comp Roof 9 YP_ _ _-- —__ _ P �� ". "( i Layers) 2.5 psf Re-Roof to 1 Layer of Comp? _ — � No - Underlayment _ -w-— _— _.._ _� _w Roofing Pe_perx�®_._.�_ w — 0.5 psf r Plywood Sheathing No Board Sheathing _ - _ Solid-Sheathing �Y2.3 psf Rafter Size and Spacing 2 x 6 @ 24 in. O.C. 1.7 psf -- ---- -- Vaulted Ceiling _ _ _ _ No Miscellaneous Miscellaneous Items 1.0 psf Total Roof Dead Load 8 Psf MP1 8.0 psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary,Area A��__ a <,200 sf- Roof Slope 7/12 Tributary Area Reduction Rl =` 1 = Section 4.9 -. ,..� . --- — Sloped Roof Reduction R2 0.85 Section 4.9 Reduced Roof Live Load '_x Lr 1-1(Rif,, E nation 4-2 Reduced Roof Live Load Lr 17 psf MP1 17.0 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load _ _ p9 30_0 psf ASCE Table 7-1 Snow Load Reductions Allowed? v_ _Yes Effective Roof Slope _ 300 — I Horiz.,Distance from.Eve,to Ridge W _ �14.6 ft_ , Snow Importance_Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Partiaily Exposed Table 7-2 Snow Thermal Factor Structures kept just above freezing 1.1 Table 7-3 Minimum Flat Roof Snow Load(w/ —' Pf-min a 523 1 sfr &7.10 Rain-on-Snow Surcharge) - .`'' :ae P .F. ¢t ' 7 3.4 . Flat Roof Snow Load Pf Pf= 0.7(Ce)(Ct)(I) pg; pf>_ pf-min Eq: 7.3-1 23.1 6sf 77% ASCE Design Sloped Roof Snow Load Over Surrounding 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-roof 23.1 0sf 77% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_p" Unobstructed Slippery Surfaces Figure 7-2 0.7 Design Snow Load Over PV Ps-pv= (CS-PV)Pf ASCE Eq:7.4-1 Modules Ps p" 15.5 Psf 52% [CALCULATION OF'DESIGN WIND_LOADS.�MPl Mounting Plane'Information Roofing Material Comp Roof PV�System;{TYpe ^ �.�"`� ., f. w �, ,� �' � _• �.�."`'� tY. TM� � � , � ,� � f,: i ' Spanning Vents No -of � •��.eer sx» r„""'p, �,a.I =Ir" 1�i WWI ' . 'u� 14 Standoffs Attachment Hardware � �-,� ,-. � i _ ti���t��'�Com MounttT a C �'�, � ;...�,,. �;. �MTV�:.�. �.i��r Roof Slope 300 .•-., Rafter Spacing� � r � _� " � � '' O.C. ,". Framinq Type Direction Y-Y Rafters Purlin S acin x-xpurlins'Onl kt ::xs r= Tile Reveal Tile Roofs Only %5 NAArtip x + � Tile Roofs Onl , ;s Tile Attachment System' � y -StandingSeam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code. ASCE 7 05 Wind,Desigri Method UN�" ' ._ M . MYR.� :' M a. Partially/Fully,Enclosed,Method T PI!r . �� Basic Wind Speed V 110 mph Fig 6 1 Ex osure Cat o N, � _IMOM, .m CIII r�a M� . �.:1 Sectiong6 5.63 Roof Style Gable Roof Fig.6-11B/C/D-14 IB Mean`RoofHei htW�� w...�04 Or w�:`� Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6 3 fo7prira hic FactGM� M Krt � :� � �` � ,.��100 .,,gin ,° Sectign i 6 5:7•":. { _, .,. W . _ . v> Table 6 4 Wind Directionality Factor Kd 0 85 _ Im ortance Factor ":z a a ,sI- ,. �; �. Wj p�ZM � r P 7 '97 :��.' A.�7 � '°,Table 6 i ,ti .: Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 22.4 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Press ire Coefficient Down 2, ,:GCS=p:W s x �� s 0.88 ,* 4;02K 't1161, Fig:I'6 IB/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 : _ L._�,a.__.,.,-:.�...e_.-,W..—^--- X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max AllowableZE�t MMdscapeM E'er M' " M4MI ME NA Standoff Configuration Landscape Staggered .: ,a_. ..... .. .4: � ..::y .. a^Kad Nff�h° ss 53 A Max Standoff,Tnbutary Area ; , Tnb'1= ' ° � ` °• 19 II �.; 1 1 ; F LEI e . _ - PV Assembly Dead Load W PV 3 psf _ _ 381Ib Net Wind;Uplift at Standoff�,�" � . ,� T actual�, a= ���� �-�, � - ; _s � Uplift Capacity of Standoff T allow 500 lbs. SaE d CR 6.3ndof rC . R ,,701 X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" MaZAlloweble,Cantilever ;',4 - Portrait 191 r NA Standoff Confi uration Portrait Staggered Max ., e -- ti 4t 4F S—.3'•' '44ff S•'y§,. A Wf x Standoff„Tnkatary,Area_ Tribes +.. PV Assembly Dead Load W-PV 3 psf Net Wind U lift at Standoff . r Tactual ' s" $" r o .a `. 424r1bs "" : , rt' Uplift Capacity of Standoff T-allow 500 Ibs Standoff,Demand Ca ac .. :'DCR µ KK kk.. 17=64 8%' FR r .P ILOAD ITEMIZATION - MP2 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight s AE. PV System Wei ht s 3.0 psf Roof Dead Load Material Load Roof Category Description MP2 Roofin9_Type ._ _ _ Comp Roof Re-Roof to 1 Layer of Comp? No Underlayment _ _ _ __ _ _ _ Roo Piper _ _ _ _ _�0.5 psf-_ _. Plywood Sheathing _ No Board Sheathing - Solid=Sheathing'; 2.3 Rafter Size and Spacing 2 x 6 @ 20 in. O.C. 1.4 psf Vaulted Ceiling_ b �No ,- - Miscellaneous Miscellaneous Items 1.3 psf Total Roof Dead Load 8psf MP2 8.0 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area z°20 0 sf ' ., Y Roof Slope _ ' Sec ti on4.7/12 _ Tributa Area Reduction R '�9i . Sloped Roof Reduction RZ 0.85 _— Section 4.9 Reduced Roof Live Load Lr 4= Lo(RI)(Rz)— - Equation 4-2 Reduced Roof Live Load Lr 17 psf MP2 17.0 psf Reduced Ground/Roof Live/ now Loads Code Ground Snow Load P9 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 300 Honz Distance,from Eve.to,Ridge� _W _10 6_ft a° I Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor �s �r hPartially Exposed". Table 7 2 Snow Thermal Factor Structures kept just above freezing Table 7-3 1.1 Minimum Flat Roof SnowLoad`(w/ - ' Pf-min 4& r� 23:1 psf �' �„ 7.3;. '7:10 Rain-on-Snow-Surcharge) Flat Roof Snow Load Pf pf=0.7(CJ(Ct)(I)pg; pf>_ pf-min Eq: 7.3-1 23.1 psf 77% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding CS-.00f All Other Surfaces Figure 7-2 Roof 1.0 Design Roof Snow Load Over Ps-roof= (Cs-roof)Pf ASCE Eq: 7.4-1 ,SurroundingRoof Ps-.00f 23.1 sf 77% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_PV Unobstructed Slippery Surfaces Figure 7-2 0.7 Design Snow Load Over PV PS.PV= (Cs-p„)Pf ASCE Eq:7.4-1 Modules PS-P" 15.5 Psf 52% I [-ALC CATION OF DESIGNyWIND LOADS=MP2 Mounting Plane Information Roofing Material Comp Roof PV_System Type _ _'� ._Solar(:ty SleekMountT'" Spanning Vents No Standoff`Attachment Hardware ;.> _ Com Mount T e C :;'77 k:; :a. „ Roof Slope Rafter_Spacing_ -_ _ � _ 20"O.C.- Framin T e Direction Y-Y Rafters Purlin Spacing__ _ X-X Purlins Only_. _ �_.NA. Tile Reveal Tile Roofs Only NA w a Tile,Attachment System_ _ Nile Roofs;Only„ NA iStanding Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind DesignMethod �. `Partially/Fully Enclosed Method Y _ Basic Wind Speed V 110 mDh _ Fig 6-1 Exposure Category,' '„ M C 3t��:._ �.., ..,._, _._ Section 6.5.6.{ _ Roof Style Gable Roof Fig.6 11B/C/D 14A/B_,. - -------. _ Mean Roof Height h 15 ft I Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor _ Krt 1.00 Section 6.5.7" Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance Factor °1.0 - Table 6-1` Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 22.4 psf Wind Pressure EA. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient' Down - GC D`wn 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 60" 39" Max Allowable Cantilever -�1`.� ,Landscape,: ;; k*24" NA Standoff Confl uration Landscape Staggered. Max Standoff Tributary Area; ;�£, Trib`-: 16 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at_StandoffT,actual _ - -318 Ibs ---- - — Uplift Capacity of Standoff T-allow 500 lbs, Standoff Demand Ca aci DCR 63.6%`'' - X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 40" _ 64" Max Allo able Ca t lever L_= -Portrait ' , 19" Y N Standoff Configuration Portrait Staggered Max_Standoff Tributary Area_ - _ Trib - -_ - . w _ 18.sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at-Standoff f T-actual__ - -�53 1bs' Uplift Capacity of Standoff T-allow 500 Ibs _:...- _ De Standoff mand Ca aci '"" y;.t DCR` r " " Ty,, --- COMPANY PROJECT Woodworks® SOFIWARF FOR WOOD DFSIAN July 23, 201418:38 026429-MP1.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Roof DL Dead Full Area No 8.00 (24.0) * psf PV DL Dead Full Area No 3.00 (24.0) * psf Snow Snow Full Area Yes 23.10 (24.0) * psf Roof LL Roof constr. Full Area Yes 17.00 (24.0) * psf *Tributary Width (in) Maximum Reactions fibs), Bearing Capacities (lbs) and Bearing Lengths(in) : 14'-10.3 0' 1'-2" 12'-7" Unfactored: Dead 176 145 Snow 320 264 Roof Live 235 195 Factored: Total 496 408 Bearing: F'theta .518 518 Capacity Joist 1355 775 Supports 1052 1052 Anal/Des Joist 0.37 0.53 Support 0.47 0.39 Load comb . #3 #5 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.75 1.00 Cb min .1.75 1.00 Cb support 1.13 1.13 Fcp sup 1 625 625 *Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports MP1 Lumber-soft, S-P-F, No.1/No.2, 3"x5-1/2" Supports:All-Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 24"c/c; Total length: 14'-10.3'; Pitch: 7/12; Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); �� hist CUSTOM SIZE is not in the database. Refer to online help. WoodWorks® Slzer _ SOFTWARE FOR WOOD DESIGN 026429-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 = 30 Fv' = 155 fv/Fv' = 0.19 Bending(+) fb = 916 Fb' = 1504 fb/Fb' = 0.61 Bending(-) fb = 39 Fb' = 1504 fb/Fb' = 0.03 Deflection: Interior Live 0.40 = L/393 0.88 = L/180 0.46 Total 0.73 = L/216 1.32 = L/120 0.55 Cantil. Live -0.13 = L/124 0.18 = L/90 0.72 Total -0.24 = L/68 0.27 = L/60 0.87 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 3 Fb'+ 875 1.15 1.00 1..00 1.000 1.300 1.00 1.15 1.00 1.00 - 5 Fb' 875 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 3 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - 1.00 1.00 - 5 CRITICAL LOAD COMBINATIONS: Shear : LC #3 = D+S, V = 357, V design = 331 lbs Bending(+) : LC #5 = D+S (pattern: sS) , M = 1151 lbs-ft Bending(-) : LC #3 = D+S, M 49 lbs-ft Deflection: LC #5. = (live) LC #5 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 58e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.50 (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. FIRE RATING: Joists,wall studs, and multi-ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. COMPANY PROJECT WoodWorks SDMVA6r r6R WOOD DrSIGN July 23, 2014 17:44 026429-MP2.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Roof DL Dead Full Area No 8.00 (24.0) * psf PV DL Dead Full Area No 3.00 -(24.0) * psf Snow Snow Full Area Yes 23.10 (24.0)* psf Roof LL lRoof live Full Area Yes . 17.00 (24.0) * sf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 9.7" --------------- 0' 1'-2" 9'-11, Unfactored: Dead 132 100 Snow 240 182 Roof Live 176 135 Factored: Total 372 282 Bearing: F'theta 518 518 .Capacity Joist 680 389 Supports 586 586 Anal/Des Joist 0.55 0.73 Support 0.63 0.48 Load comb #3 #5 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup I 1 1 6251 625 "Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports MP2 Lumber-soft, S-P-F, No.1/No.2, 2x6 (1-1/2"x5-1/2") Supports: All-Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0"c/c; Total length: 10'-9.7"; Pitch: 7/12; Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); F-1 I WOodWorkS® Slzer SOFTWARE FOR WOOD DESIGN 026429-MP2.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 = 41 : Fv' = 155 fv/Fv' = 0.26 Bending(+) fb = 865 Fb' = 1504 fb/Fb' = 0.57 Bending(-) fb = 77 Fb' = 1198 fb/Fb' = 0.06 Deflection: Interior Live 0.18 = L/600 0.46 = L/240 0.40 Total 0.33 = L/332 0.61 = L/180 0.54 Cantil. Live -0.08 = L/192 0.14 = L/120 0.62 Total -0.15 = L/107 1 0.18 = L/90 1 0.84 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 . 1.00 - - - - 1.00 1.00 1.00 3 Fb'+ 875 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 5 Fb' - 875 1.15 1.00 1.00 0.796 1.300 1.00 1.15 1.00 1.00 - 3 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - 1.00 1.00 - 5 Emin' 0.51 million 1.00 1.00 - - - 1.00 1.00 - 5 CRITICAL LOAD COMBINATIONS: Shear, : LC #3 = D+S, V = 250, V design 225 lbs Bending(+) : LC #5 = D+S (pattern: sS) , M = 545 lbs-ft Bending(-) : LC #3 = D+S, M = . 49 lbs-ft Deflection: LC #5 = (live) LC #5 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 29e06 lb-in2 "Live" deflection = Deflection from all, non-dead loads (live, wind, snow...) Total Deflection = 1.50 (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 1CC 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. FIRE RATING: Joists, wall studs, and multi-ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not, govern design. 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 FSB Fire Set-Back LABORATORY SHALL LIST ALL EQUIPMENT IN GALV GALVANIZED COMPLIANCE WITH ART. 110.3. GEC GROUNDING ELECTRODE CONDUCTOR 4. CIRCUITS OVER 25OV TO GROUND SHALL GND GROUND COMPLY WITH ART. 250.97, 250.92(B) HDG HOT DIPPED GALVANIZED 5. DC CONDUCTORS EITHER DO NOT ENTER I CURRENT BUILDING OR ARE RUN IN METALLIC RACEWAYS OR Imp CURRENT AT MAX POWER ENCLOSURES TO THE FIRST ACCESSIBLE DC Isc SHORT CIRCUIT CURRENT DISCONNECTING MEANS PER ART. 690.31(E). kVA KILOVOLT AMPERE 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN k-W KILOWATT RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY LBW LOAD BEARING WALL UL LISTING. MIN MINIMUM 7. MODULE FRAMES SHALL BE GROUNDED AT THE e7 - (N) NEW UL-LISTED LOCATION PROVIDED BY THE :c = NEUT NEUTRAL MANUFACTURER USING UL LISTED GROUNDING *1 NTS NOT TO SCALE HARDWARE. OC ON CENTER 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE �1 1 PL PROPERTY LINE BONDED WITH EQUIPMENT GROUND CONDUCTORS AND z1 POI POINT OF INTERCONNECTION GROUNDED AT THE MAIN ELECTRIC PANEL. 72 --�' PV PHOTOVOLTAIC 9. THE DC GROUNDING ELECTRODE CONDUCTOR C SCH SCHEDULE SHALL BE SIZED ACCORDING TO ART. 250.166(B) & SS STAINLESS STEEL 690.47. 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 PV1 COVER SHEET PV2 PROPERTY PLAN 6A PV3 SITE PLAN PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES PV5 ELEVATION PV6 SATELLITE RENDERING GEN 168572 1. THIS SYSTEM IS GRID-INTERTIED VIA A PV7 UPLIFT CALCULATIONS # ELEC 1136 MR UL-LISTED POWER-CONDITIONING INVERTER. PV8 THREE LINE DIAGRAM 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. Cutsheets Attached 3. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. 4. ALL WORK TO BE DONE TO THE 8TH EDITION MODULE GROUNDING METHOD: ZEP SOLAR OF THE MA STATE BUILDING CODE. • AHJ: Barnstable 5. ALL ELECTRICAL WORK SHALL COMPLY WITH • REV BY DATE COMMENTS THE 2014 NATIONAL ELECTRIC CODE INCLUDING NAM DATE corrErlTs MASSACHUSETTS AMENDMENTS. I. REVA UTILITY: NSTAR Electric (Cambridge Electric Light) • • CONFIDENTIAL — THE INFORMATION HEREIN [INYWERTER: MBER: J B-0 2 6 4 2 9 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT E USED FOR THE KLINE, SUZY KLINE RESIDENCE Dimas-Daniel Urbieta SolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NG SYSTEM: -, NOR SHALL IT BE DISCLOSED IN WHOLE OR INp Mount Type c 4455 MAIN ST 4.77 KW PV ARRAY ��� PART IZ OTHERS OUTSIDE THE RECIPIENT'S S: BARNSTABLE MA 02675 ORGANIZATION, EXCEPT IN CONNEC110N WITH 24 St. Martin Drive,Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE SUNIVA # 0PT265-60-4-1B0 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE: Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. T: (650)638-1028 F: (650) 638-1029 AREDGE SE380OA-US-ZB-U (508) 362-2535 COVER SHEET PV 1 8/1/2014 (888)—SOL—CITY(765-2489) www.so4orcity.com 4455 Main St 139'-1'_ 1 - 1 1 I I I 1 I 1 I 1 �—• I (E) RESIDENCE 456'-10' (E) DETACHED GARAGE 1 (E) GUEST HOUSE AND - I ► PROPOSED PV SYSTEM 678—2" I I I � I � � I I308'-4' . 1 PROPERTY PLAN N Scale:1" = 100'-0' W E 0 100, 200' S J B-0 2 6 4 2 9 . 0 0 PREMISE OWNER: DESCRIPTION: DE9(YJ CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: �hh� ■ CONTAINED SHALL NOT BE USED FOR THE KLINE, SUZY KLINE RESIDENCE Dimas—Daniel Urbieto �:;,SO�a�C�ty BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: "`� 1 r0 NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 4455 MAIN ST 4.77 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MaoDtEs BARNSTABLE, MA 02675 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (18) SUNIVA # OPT265-60-4-160 PACE NAME SHEET REk DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT 1HE WRIIIEN INVERTER: T.- (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE380OA—US—ZB—U (508) 362-2535 PROPERTY PLAN PV 2 8/1/2014 (868)—soL—CITY(765-2489) .SalarcRy.aam PITCH: 30 ARRAY PITCH:30 MP1 AZIMUTH: 185 ARRAY AZIMUTH: 185 MATERIAL:Comp Shingle STORY: 1 Story PITCH: 30 ARRAY PITCH:30 (E)DRIVEWAY MP2 AZIMUTH:95 ARRAY AZIMUTH:95 OF MATERIAL:Comp Shingle STORY: 1 Story AIf p� YOO JIN K VI H No.4 7 Digita emu' oo Jin Kim Date: 2 14.08.01 13:16:54 Front Of House 07'00' LEGEND 0 (E) UTILITY METER & WARNING LABEL - a INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS -tf�l B DC DISCONNECT & WARNING LABELS AC a © AC DISCONNECT & WARNING LABELS OInv d DC JUNCTION/COMBINER BOX & LABELS Q DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR -o - o GATE/FENCE p HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED MPI SITE PLAN N A Scale: 1/8" = 1' E i W 0 1' 8' 16' S CONnDENTIAL- THE INFORMATION HEREIN JOB NUMBER: 1 l R q PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE 026��" oo KLINE, SUZY KLINE RESIDENCE Dimas—Daniel Urbieta BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �j;,SO�arClty NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 4455 MAIN ST 4.77 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS BARNSTABLE MA 02675 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: , THE SALE AND USE OF THE RESPECTIVE (18) SUNIVA # OPT265-60-4-180 24 St.Martin Drive,Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME. SHEEL REN. DAIS Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. W�TM' T: (650)638-1028 F. (650)638-1029 SOLAREDGE sE3sooA—uS—zB—u (508), 362-2535 SITE PLAN PV 3 8/1/2014 (6B6>-sOL-qTY(765-2469) „nsdarcity.com BE (N) SISTER MEMBER CENTERED (E RIDGE BOARD (E) WALL BETWEEN SUPPORTS OR SUPPORT BELOW SUPPORT BELOW (E) RAFTER SIMPSON SDW 22300 WOOD SCREWS SEE MP SIDE VIEW FOR REQUIRED LENGTH GE GE MIR j' (E) 14"-$�� ' "BW6" END DISTANCE 6" 16" O.C., TYP.--,r GRADE E VIEW OF MP2 NTS (B)� _ MP2 1 X-SPACING I X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES 1X" i LANDSCAPE 60" 1 24" STAGGERED ROOF AZI 95 PITCH 30 SIMPSON SDW (N) 2x6 SIDE MEMBER J PORTRAIT 40" 1 19" , WOOD SCREWS RAFTER 2x6 @ 20" CIC ARRAY AZI 95 PITCH 30 STORIES: 1 . 2x6 END FASTENER GROUPING - C.J. 2x6 @20" OC Comp Shingle 17- 2-9� PV MODULE �410F� _ 5/16" BOLT WITH LOCK. INSTALLATION ORDER /8' (E) 1"x6" & FENDER WASHERS LOCATE RAFTER, MARK HOLE O� Y00 JIN ZEP LEVELING FOOT . (1) LOCATION, AND DRILL PILOT 15'-3" KVI ZEP ARRAY SKIRT (6) HOLE. No.4 (4) (2) SEAL PILOT HOLE WITH ZEP COMP MOUNT C POLYURETHANE SEALANT. 13'-10" Af. ZEP FLASHING C (3) (3) INSERT FLASHING. OH Digitally igne y Yoo Jin-Kim (E) COMP. SHINGLE (4) PLACE MOUNT. (E) LBW (E) LBW Date:2014.08.01 13:17:52 (E) ROOF DECKING V (2) INSTALL LAG BOLT WITH -07'00' 5/16" DIA STAINLESS (5) (5) SEALING WASHER. GRADE A SIDE VIEW OF MP1 NTS STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER (6) BOLT & WASHERS. (2-1/2" EMBED, MIN) MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED I E RAFTER � O PORTRAIT 48" 19" S1 STANDOFF RAFTER 2"X6" @ 24"OC ROOF AZI 185 PITCH 30 STORIES: 1 ARRAY AZI 185 PITCH 30 C.J. 2"x6" @24"OC Comp Shingle CONFIDENTIAL— J B-0 2 6 4 2 9 00 PREMISE OWNER: DESCRIPNON: DESIGN: 'I THE INFORMATION HEREIN JOB NUMBER CONTAINED SHALL NOT BE USED FOR THE KLINE, SUZY KLINE RESIDENCE Dimas-Daniel Urbieta ,SolarCity. BENEFIT OF ANYONE EXCEPT SOLARGTY INC., MOUNTING SYSTEM: �'" NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 4455 MAIN ST 4.77 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULE BARNSTABLE MA 02675 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 SL Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (18) SUNIVA # OPT265-60-4-1 BO PACE NAME SHEET: REV: DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN T. (650)638-1028. F. (650)638-1029 '"`I�>ER: /508 362-2535 PERMISSION of soLARCITY INC. SOLAREDGE SE3800A-US-ZB-U l ) STRUCTURAL VIEWS PV 4 8/1/2014 (668)-soL-an(765-24e9) .nr«.salaraity.con 14'-8„ E NORTH ELEVATION NTS 15'-3" E WEST ELEVATION NTS CONFIDENTIAL— THE INFORMATION HEREIN J08 NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE JB-026429 00 KLINE SIJZY KLINE RESIDENCE Dimas—Daniel Urbieta T sBENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ,SolarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 4455 MAIN ST 4.77 KW PV ARRAY '►1% mPART TO OTHERS OUTSIDE THE RECIPIENYS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 02675THE SALE AND USE OF THE RESPECTIVE (18) SUNIVA # OPT265-60-4-160 24 St. Martin Drive,Building 2,Unit 11 SOLARGTY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DAIS Marlborough, MA 01752 PERMISSION OF SOLARGTY INC. INVERTER: T: (650)638-1028 F: (650)638-1029 SOLAREDGE SE380OA—US—ZB—U (508) 362-2535 ELEVATION PV 5 8/1/20146)_SOL_GTY(765-2489) ,�.gdarcRY.com a i .r •+ T 01 r 41 4 b i° yt r + _ a V' : , LL . 1 ° , CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 4 2 9 00 PREMISE OWNER: DESCRIPTION: DESIGN: \�\ CONTAINED SHALL NOT BE USED FOR THE KLINE, SUZY KLINE RESIDENCE Dimas—Daniel Urbieta .;;So�arCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 0 4� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 4455 MAIN ST 4.77 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: BARNSTABLE MA 02675 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (18) SUNIVA # OPT265-60-4—IB0 SHEET: REV: DAIS: Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: T: (650)638-1028 F: (650) 638-1029 PERMISSION OF SOLARCITY INC. 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A ,ter 6 ('v1. 11������•��1,,, ' �.' f , .C•/vJ`�O r -,� =t r- '1 '• yi, ,tit' bx;J IC fP` it�i J tt,,�� �� ��,�'�• `I+ � �.:"'^f` �^" i 'p, r Ir• i,ib ' x .- ` .r,. r r r r r r r r r r• • i r i 01111u IIinnw oil� r r•r r r r r ri r• r ■i� �iuono �innm rMAN unuuunnnunmi�nimuuu�mmnum� r r r r r 'r ' � nnmm:• a unmm�innnuumnrumnwu UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. J B-0 2 6 4 2 9 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: � Dimas—Daniel UrbietO � CONTAINED SHALL NOT BE USED FOR THE KLINE, SUZY KLINE RESIDENCE �;�5?,SO�a�City. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'" NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 4455 MAIN ST 4.77 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES BARNSTABLE MA 02675 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE 18 SUNIVA OPT265-60-4-1B0 SHEET: REV: DATE: Marlborough,MA 01752 SOLA 638-1029 PERMISSIONITY EOFIPMENT, WITHOUT SOLARCITY INC. THE WRITTEN INVERTER: # /508 362-2535 PAGE NAME. PV 7 $ 2014 (866)—T. 50L)CITY(765-2489)638-1028 F. 6www.solacity.com ISOLAREDGE SE380OA—US—ZB—U \ UPLIFT CALCULATIONS 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 —(1)SOLAREDGE ## SE380OA—US—ZB—U LABEL: A —(18)SUNIVA ## OPT265-60-4-1BO GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:43996022 Inverter; 38QOW, 240V, 97.57; w/Unifed Disco and ZB, AFCI PV Mod'ule; 265W, 237.4PTC, H4, Black on Black, ZEP Enabled ELEC 1136 MR Underground Service Entrance INV 2 Voc: 38.3 Vpmax: 30.7 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �N 125A MAIN SERVICE PANEL N; 10OA/2P MAIN CIRCUIT BREAKER SOLARGUARD Inverter 1 (E) WIRING CUTLER—HAMMER METER 10OA/2P Disconnect 3 SOLAREDGE SE3800A—US—ZB—U (E) LOADS B C I. u FEE1 SolarCity L2 N 2 A 1 20A/2P ___ DC+ DC+ rl - -- --- ------------------------- A GEC N DG DC- 1 String(s)s Of 18 On MP 1 ['3) 4I g1) 8 I GND -- EGC---------------—---------- -,---- -- EGC-----------------�.J I N ~ o EGC/GEC_ I I lI - GEC T-♦TO 120/240V I I SINGLE PHASE I I I I UTILITY SERVICE I I I I I I I I I I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc — MAX VOC AT MIN TEMP POI (2)Ground Rod; 5/8* x 8', Copper B (1)CUTLER-HAMMER #DG221URB n _ A (1)SolarCitlr p 4 STRING JUNCTION BOX D� Disconnect; 30A, 24OVac, Non-Fusible, NEMA 3R A 2x2 STRMGS, UNFUSED, GROUNDED -(1)CUTLER- AMMER #DG030N8 GroundReM.tral It 30A, General Duty(DG) PV (18)SOLAREDGE 3OO-2NA4AZS C SolarGuard Monitoring System PowerBox Optimizer, 30OW, H4, DC to DC, ZEP nd (1)AWG #6, Solid Bare Copper -(1)Ground Rod; 5/8" x 8', Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE O�(1)AWG #10, THWN-2, Black 1 AWG#10, THWN-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG#10, PV WARE, Black Voc* =500 VDC Isc =15 ADC ISF (1)AWG #10, THWN-2, Red O (1)AWG#10, THWN-2, Red Vmp =350 VDC Imp=13.45 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=13.45 ADC LLL(1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=15.83 AAC (1)AWG#10, THWN-2, Green EGC. . . .-(1)Conduit.Kit.3/4' EMT . . . . . . .-(1)AWG #B,.THWN-2,.Green . _ EGC/GEC-(1)Conduit,Kit;.3/4".EMT. . . . . . . . .. . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-026 429 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE KLINE, SUZY KLINE RESIDENCE Dimas—Daniel Urbieta BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �j;,5olarCity NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 4455 MAIN ST 4.77 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES. BARNSTABLE MA 02675 ORGANIZATION, EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE RESPECTIVE (18) SUNIVA # OPT265-60-4-1B0 24 St.Martin Drive,Building 2,Unit it PAGE NAME SHEEP SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN T: REV: DAIS Marlborough, MA 50) PERMISSION OF SOLARCITY INC. INVERTER. 50H 362-2535 PV 8 $ 1 2014 T: SOLO)638-165- F: SOLO)638-10y9 SOLAREDGE SE380OA—US—ZB—U ) THREE LINE DIAGRAM / / ( )—sal—aTY(�6L-2489> www.sdar�It.�om SolarCity SleekMountT'" - Comp SolarCity SleekMountTM - Comp , The SolarCity SleekMount hardware solution •Utilizes Zap Solar hardware and UL 1703 listed ° r Installation Instructions Zep Compatible modules { � �� is optimized to achieve superior strength and P P 1 - aesthetics while minimizing roof disruption and 1Q Drill Pilot Hole of Proper Diameter for •Interlock and grounding devices in system UL Fastener Size Per NDS Section 1.1.3.2 labor.The elimination of visible rail ends and listed to UL 2703 mounting clamps, combined with the addition / Q2 Seal pilot hole with roofing sealant of array trim and a lower profile all contribute •Interlock and Ground Zep ETL listed to UL 1703 R r-r as"Grounding and Bonding System o 3 Insert Comp Mount flashing under upper to a more visually appealing system.SleekMount 0 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 y 4O 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 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 y 9 i. © Secure Leveling Foot to the Comp Mount P - j using machine Screw Place module Components OA 5/16"Machine Screw B® Leveling Foot © Lag Screw QComp Mount © 0 Comp Mount Flashing o' o� all QGpMPA, olarCity® ry Aga% LISTED Solar�ity® January 2013 Janua 2013 OPTIMUS SERIES:OPT 60 CELL MODULES OPTIMUS SERIES: OPT 60 CELL MODULES71 High-quality and high-efficiency Suniva ® PV yields sensible solar The B,Illlan<e of Sola,Made Sensible" 77_,_, 0 • rJ 0 0 0 0 - ' .. � .,....... ,,. ,•.w,.m-w w.,ap.•wmw-wew,-M zw�rm.ewewnam uc a OPTXXX-60-4-1BO(Zap Compatible frame) The Optirrius®modules consist of Suniva's ELECTRICAL DATA(NOMINAL) latest technology:ARTisun®Select.These superior - me rated ow oel va h m2.5 w and agolh-.In f4c.I ammeters d t s er ma monocrystalline cells are designed and manufactured Power Classification ,,^,. Pmax(W).y„ 255, n *,' ;. 260265 in the U.S.A,using our proprietary low-cost processing Module Efficiency % 15.71 16.02 16.33 techniques.Engineered with our pioneering ion implantation technology,high power-density Model Number m OPT 255-60-4-1 B0-8 260-604-1B0-8 265-60-4-1 BO-8 Optimus modules provide excellent value,performance and reliability. Voltage at Max.Power Point Vmp(V) 30.20 30.50 30.70 Current at Max.Power Point Imp(A) 8.45 8.52 8.64 _ C.,i^ncaemnm: - Open Circuit Voltage VOC(V) 38.1 38.3 _ 38.3 Short Circuit Current - Ise(A) 8.96 9.01 9.12 \� The el-t i al dafa apply to standard test cnnditlons(STC):Irradiance of 1000 W/m'w@h AM 1.5 spectra at 25'C. S InhrLL# i DIMENSIONS AND WEIGHT j Cells/Module_ A 60(6xl0) Module Dimensions 1652 x 982 mm(65.04 x 38.66 in.) - Module Thickness(Depth) 40 mm(1.57,in.) Approximate Weight 18.5+/_0.25 kg.(40.8+/_0.5 lb.) QualityEngineering Excellence Features CHARACTERISTIC DATA Built excILIsively with SumVa S Contains the latest w • modules- Type of Solar Cell 1-C High-efficiency Suniva®ARTisun®Select monocrystalline cells of..166 x 156 mm(6 in.)highest-efficiency ARTiSLin Select cell technology- _cells.providing one of the highest a.. r 19% manufactured and warranted to our ith specifications assuring consistent high Frame Black anodized aluminum alloy;Zep Compatible frame Power Outputs per squaie _. black back sheet available performance and quality worldwide. Glass:. __.._.. Tempered(low-iron);anti-reflective coating an affordable manufacturing cost Zelp Compatible frame Rigorous quality management Junction Box NEMA IP67 rated;3 internal bypass diodes Cable&Connectors 12 AWG(4 mm2)cable with Amphenol H4 connectors;Cable length approx.1200 mm equipmentmanufacturing facility Marine grade aluminum frame with Performance longevity with the most advanced anocoa - TEMPERATURE COEFFICIENTS and technology hict.1stry leading linear warranty Produced in an • r 008 Voltage 11,Voc(%/°C) -0.335 -based . Current O,Isc(%/°C) +0.047 Suniva is a U.S.Spun Out from the Georgia Tech and materials:25 year linear performance Passed the most stringent salt spray Power y,Pmax(%/°C) -0.420 University Center of Excellence it) d6iring 80%power al STC) tests based on IEC 61701 NOCTAvg .(+/-2°C) 46.0 Photovoltaics(one of only two Such Buy America compliant upon request Passed enhanced stress tests'based an LIMITS research centers in the U.S.) Qualifies for U.S.EXIM financingMax.System Voltage 1000 VDC for IEC,1000 VDC for UL System and design services available Certified_ free• Operating Module Temperature -40°C to+85°C(40°F to+185°F) Ask about 01Jr validated PAN files Storm Resistance/Static Load' Tested to IEC 61215 for loads up to 5400 Pa(113 psi); . hail and wind resistant Suniva-reserves the right to change the data at any t/me.View Installation manual at zeps0lar—'UV 90 kWh,TC 400,DH 2O00. 'Tests were conducted on module type OPT 60 sih er frame. • [SAMD_00381 40MPAT/@- 0—nii; OUR PRODUCTS: Monocrystalline Modules Monocrystalllna Calls OPTIMUS SERIES fit cell 19%«efficiency OPTIMUS SERIES 72 cell Hm.dqu5765 Peanhtree Industrial Blvd., Multicrystalllne Modules Balance of System.Solutl...(BOSS) Norcross,Georgia 30092 USASuniva My SERIES 60 cell Racking,Inverters,Batteries,Energy Tel:«1 404 477 2700 MV SERIES 72 cell Storage Appliances and EV Chargers - www.sunwm.com -ma»ragas. rn.�..."...rsa.. �051413 (ac,2) --7 I solar - Solar - o o SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer P350 P400 Module Add-On For North America P300 ' (for 60-celJPV � (for 72•ceII PV (for 96-cell PV modules) modules) modules) ,t 'INPUT P300 / P350 / P400 RateE input OC Power 300 35s.......... ......... 4DD W. �y .......... 1 OI I Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc MPPT Operating Range 8 48 8 60 I 8 80 Vdc Maximum Short G...Y. Current Qsc) 10 .., Adc ......... irc... ............. ............. .. ..................................... Maximum DC Input Current 12.5 Adc ... ............ ...................... ...................... ..................................... .. ...Maz mum Effiaency .........99.5...... .....% -� Weighted Effiaency ..,.,._.98 8............ �� . Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) /1 Maximum Output Curren[ 15 Adc 1`Of! .... ....... . ............................................. .. ...... .. Maximum Outputtput .......... .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 Q;tW,„•t EMC FCC,Part15 Class B IEC61000 6 2 IEC61000 6-3 YfgRP"' ............................. ... y - Safety „IEC62309 1(class II safety)UL3741. f RoHS Yc INSTALLATION SPECIFICATIONS' - -.. -- Maximum Allowed System Voltage - 1000 Vdc ... ......... .. .. .. ........ ' Dlmensions(W xLx H) 141z212 z405/5 SSz834x1.59 min/In +. Weight(including cablesl,.._. .... 950/21 gr/Ib ... ................... ........,................................. ................. ... .. ......... .......... Input Connector MC4/Amphenol/Tyco ............................................................................. ............................................. ... i Output Wue Type/Connector Double Insulated;Amphenol .. .................... ........ .. ........................ .. Output Wue Length .......... ......0:95/3.0......L.....................1.2/39.................. mph ' - Operating Temperature Range -40 +85/40 +185 •C/•F :. ....... .. ........ ... .. .... .. ... ......................... „.. Protection Rating...................................................... ........... IP65/.NEMA4.. Relative Humidi .......................�..100 ..........%..... ....................................................... ............ .......................... R,wa src power pnn.moamp.moap a or pp w.s%pow—l—n——d _ PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE THREE PHASE THREE PHASE INVERTER 208V 480V - PV power optimization at the module-level * Minimum String Length(Power Optimizers) 8 10 18 Maximum String Length(Power Optimizers) 25 25 50 — Up to 25%more.energy ................................. ..................................................-.................... . ............ . ............ ............. Maximum Power per String5250 6000 12750 W j — Superior efficiency(99.5%) .... .e... .gs of.Different Lengths r .......... .... ................ ............ Ilj 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 i — 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 - ISRAEL - AUSTRALIA www.solaredge.us ,�, - solar r=ooSingle Phase Inverters for North America SOIar e O 0 v rr,� SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ SE7600A-US/SE10000A-US/SE11400A-US SE3000A-US SE380OA-US I SESOOOA-US I SE6000A-US I SE760OA-US SE10000A-US SE1140OA-US " OUTPUT Single 1 / 9980 @ 208V S O I a rE d g e S I n g I e Phase Inverters I p C Nominal AC Power Output. 3000 3800 5000 6000 7600 10000 @240V 11400 VA a� v V -' ll•� Max AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA ForNorth America ... ......... ... . .. ....... ... .. ... ... ...... . ...... .S45e@z4.. ............ ... ...... ..... ...... .......- . AC Output Voltage Min:Nom.Max." ✓ OV SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ 1R3-2oa-z29Vac .................... ................ ............... .. .. ........ ...... AC Output Voltage Min.:Nom.Max.` SE760OA-US/SE1000OA-US/SE1140OA-US 211-24°.-.264Vac „ ,,, ........ ............................ ................ ............... ................. ............ .. ..... ...... ... .............. . ' AC Frequency Min.Nom;Max.' ,., ,., ., 59.3 60 60.5(with HI country setting 57 60.60:5) _ Hz, .. Q ... .. ...... ..... 48 @ 208V ' Max Continuous Output Current 12.5 I 16 I 21 @ I 25 I 32 ( 47.5 A .. s..�.,.. .. ,_ ..,.- .� - . .... ....... .... ........... ...... ....................... .... 240V 4 Proity tection CountryConfigurable Yes _ ThresholdsiC ............... .. .. Monitoring,Islanding �• / INPUT - t • -,! 1 jests 1Y ,` (STC Recommended Max.DC Power"' 3750 4750 6250 7500 9500 12400 14250 W ... ..... .... .............. ............... ................. ...... Transformer-less,U .... .......... Yes. ........................................................ .... ... ngrounded .. .. ... ........................................... ... r .Y ;._ Max.Input Voltage .... .. _...500... ,.,.• Vdc Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc .............. ............. ............ .... ...... ....... .... ............ ....... ...... .............. ......... Max.Input Current- 9.5 13 16.5 208V 18 23 33 @ 208V 34.5 Adc . .. .... .. .. 15.5 @ 240V 30.5 Max.Input Short Circuit Current ..............30. ........45......................... .Adc... . .: .......................................... .................. ................................ ................. .... Rev.. - .... ................................................ ................................................... ......... erse Polarity Protection Yes round.Fault Isolation.Detection.... .. ..... .. ... . .. ..... .. ..kn Sensitivity... ... .. .... ... .... .... ... .... .. ... G ction 600 it .i .... Max imuminverter Efficienc......... ........ .....9??,..... .,,,,98;2.... 98.3 9... .98 98 98 % 97.5 @ 208V 97 @ 208V I C; CEC Weighted Efficiency 97.5 ( 98 . .97.5 ".97.5 '... .. '97.5... . % . f .......................................... ................ .............. ... ............ .. ....@ 2 ... .. 98 @ 240V 97.5 40V I 1.. ...__ • Nighttime Power Consumption <2.5 <4 W ADDITIONAL FEATURES .. .: t([ *' Supported Communication Interfaces RS485,RS232,Ethernet,ZigB.ee(optional) .............................. ....................................................... ......... '. f „ . .., - Revenue Grade Data,ANSI C12.1.... ........ ...... ...........................Optional STANDARD COMPLIANCE UL1741,UL16998,UL1998,CSA 22.2 . - Grid Connection Standards IEEE1547 (, aw- Emissions FCC art15 class 8INSTALLATION SPECIFICATIONSr . AC output conduitsize/AWG renge 3/4 minimum/24 6AWG 3/4"minimum/8-3AWG.......................... ... .... ... .................... .............. ... i.n.i . ... ........... .... . ........- ..... ... ... _.................................................DC input conduit size/k of strings/ 3/4"minimum/1 2 strings/24 6 AWG 3/4"minimum/1 2 strings/14-6 AWG _,. AWG ranee............................ ... .- Dimensions with AC/DC Safety� 30.5 x 12.5 x 7/ 30.5 x 12.5 x 7.5/ in 30.5 x 12.5 x 10.5/775 x 315 x 260 ....................... ........775 x 315 x 172....... ........775 x 315 x 191........ ...................................................... ...min.... .Weight with AC/DC Safety Switch..... ..........51 2/23 2.......... ...........54.7/.2..4...7............ ....................88.4/40:1..................... .lb/.kg ... Cooling Natural Convection Fans(user replaceable) ....... ..:...... .......... .......... ......... ................ ... ............. ............................. ........... The best choice for SolarEd a enabled systems Noise <zst, <5o F/- op .......................................... ...................... ..................... ..... ......................... ........... - O y 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. .................. .......................................................................................................................... ........... Superior efficiency(98%) Protection Rating .....i.....NEMA 3R............. ......................... ........... •For other regional settings please contact SolarEdge support. I ••Limited to 125%for locations where the yearly average high temperature i5 above 77-F/25•c and to 135%for locations where it is below 77'F/25•C. 1 - Small,lightweight and easy to install on provided bracket For detailed information,refer to Built-in module-level monitoring ...A higher current source may be used;the imener will limit its Input current to the values stated. ••CAN F/Ns are eligible for the Ontario FIT and microFIT(microF IT exc.SE 11400A-US-CAN), Internet connection through Ethernet or Wireless Outdoor and indoor installation 4 Fixed voltage inverter,DC/AC conversion only 11 Pre-assembled AC/DC Safety Switch for faster installation ' Optional-revenue grade data,ANSI C12.1 sunsc_c USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.usOW I � F F