Loading...
24 RAYMOND RD - BUILDING INSPECTION (091ULI�6 �5 [ `� The Commonwealth of Massachusetts ' 4 Board of Building Regulations and Standards CITY OF Massachusetts State Building Code, 780 CMR 1016 SEP 20 �trr 2011 0 Building Permit Application To Construct, Repair, Renovate Or Demolish a r One-or Two-Family Dwelling © This Section For Official Use Only Building Permit Number: Date pplied: I Building Official(Print Name) Signature V Date „(1 SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map& Parcel Numbers 24 Raymond Rd Lin Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: RESIDENTIAL Zoning District Proposed Use Lot Area(sq ft) Frontage(0) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public ❑ Private ❑ Zone: _ Outside Flood Zone? Municipal ❑ On site disposal system ❑ Check if yesO SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Mike Blade SALEM MA. 01970 Name(Print) City,State,ZIP 24 Raymond Rd (978) 505-2361 m.blade(a)live.com No.and Street Telephone Email Address SECTION 3: DESCRIPTION OF PROPOSED WORW(check all that apply) New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ 1 Alteration(s) ❑ 1 Addition ❑ Demolition ❑ Accessory Bldg. ❑ Number of Units I Other ❑ Specify:SOLAR PV Brief Description of Proposed Workz:Install Solar Electric panels on roof of existing home to be interconnected with the home's Electrical System(20 panels at 5.2 kW) SECTION 4:ESTIMATED CONSTRUCTION COSTS [tem Estimated Costs: Official Use Only Labor and Materials I. Building $3,000 1. Building Permit Fee: $ WJ Indicate how fee is determined: 2.Electrical $6,000 ❑Standard City/Town Application Fee ❑Total Project Cost (Item 6)x multiplier x 3. Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5.Mechanical (Fire -- Suppression) Total All Fees: $ Check No. Check Amount: Cash Amount: 6.Total Project Cost: $9,000 ❑Paid in Full ❑Outstanding Balance Due: ma-�ui-sn SECTION 5: CONSTRUCTION SERVICES f 5.1 Construction Supervisor License(CSL) 101687 9/13/2016 SOLARCITY CORP./DANIEL D. FONZI License Number Expiration Date Name of CSL Holder List CSL Type(see below) D 800 RESEARCH DR No.and Street Type Description U Unrestricted(Buildings up to 35,000 cu.ft.) WILMINGTON MA.01887 R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 978-215-2383 DFONZIQSOL RCITY.COM I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 168572 3/8/17 SOLARCITY CORP. HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 800 Research Dr allison.kelley@solarcity.com No.and Street Email address Wilmington Ma. 01887 978-215-2383 Cit /Town,State,ZIP Telephone SECTION 6: WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152. § 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes ..........0 No ...........❑ SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1,as Owner of the subject property,hereby authorize solarCny/Daniel D Fonzi to act on my behalf, in all matters relative to work authorized by this building permit application. *See Contract/Owner Authorization 9/16/16 Print Owner's Name(Electronic Signature) Date - SECT 7b: OWNEW OR AUTHORIZED AGENT DECLARATION 1 By entering my no belo her est under the pains and penalties of perjury that all of the information contained in this`ap on is d accurate to the best of my knowledge and understanding. 9/16/16 Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.eov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dpss 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" CITY OF S'UE'Nl, 2UNSSACHUSETtS '• BumEwNG DEPART%CLNT ` 130 WASIMNGTON STREET,3"FLOOR TEL (978) 745-9595 FAX(978) 740-9846 KIMBERLEY DRISCOLL MAYOR T Homy ST.PMRRB DIRECTOR OF Pt;BUC PROPERTY/BI UMWG CONWIMIONER Construction Debris Disposal Affidavit (required for all demolition and renovation work) In accordance with the sixth edition of the State Building Code, 780 CMR section 111.5 Debris,and the provisions of MGL c 40, S 54; Building Permit# is issued with the condition that the debris resulting from this work shall be disposed of in a properly licensed waste disposal facility as defined by MGL c 111, S 150A. The debris will be transported by: SolarCity (name of hauler) The debris will be disposed of in : SolarCity Wilmington (name of facility) 800 Research Dr. Wilmington Ma (address of facility) r signature of permit applicant 9/16/16 date JcbrimtT.Jce ,i The Commoniveafth ofMwachastrtts Depar4ment oflndwh*lAeetdents Office oflnvesd9adiens X Congress Sheet, Suite 100 Boston,MAOV34-2017 rvwntmQU.Sv /die Workers'Compensation Iusurance Affidavit-.Buildere/Contractorsmlectrtcians/Plumbers Applicant Information Please Print I.eeibly Nauta(eusimWOrganizationilmlMduml): SolarCity Corp. Address: 3055 Clearview Way City/StatelZ: San Mateo CA. 94402 Phone#: 888-765-2489 Are you on employer?Check the spproptiaio box: Type of project(required): 1. 1 am a employer with 5,000 4. [:JI am a general contractor and] ❑ 6. New constructionemployees(Cull and/or part�iate).' have hired the sub-contractors 2.[] 1 am a sole proprletar or partner- listed on the attached Sheet- 7. ❑Remodeling ship and have no employees These sub contractors have g. F]Demolition working for me in nay capacity. employees aid have workers' 9. Build' addition [No workors•comp, insurance comp.insurattce.t � required,] 5. © We are a Corporation and its 10.0 Electrical repairs or additions 3.❑1 am a homeowner doing all work offiaars have exercised their I LE]TIunbing repairs or additions myself.[No workers' comp. right of c,xa tion per MGL I2.❑Roof repairs insurance required)t c. 152,§1(4),and we have oro employees.[No workers' 13[DOther Solar/PV camp.insurance required.] •Any oppiksarr dux cheeky boa ai mustatm let am the section wowskowing their wmkm'compcttsatinn poacy fnibtmsmon. t Hameownrn who submittbis afndava axaoxuag utey are doing as wma and thea hire outside mmuctws must submit anew affidavit indicannesnch. 2camexams that st"d this box mutat amedw an kuww al Meat showbog me name of the sob-cantracoma wW stele whahcs m as thomemities have emptuyeea. If the sub-ou anaas hme employees,they must provide dwir worken'comp policy number. I ami an eatployer ihar fs provWmg workers'compensation fwmrameefor my employees. Below is the policy and job site lgfarmtrtion. inusuranoa convity wannuer Zurich American Insurance Company Policy#orSdPins.Liu.4: WC0182015-01 Expiration Date.9/1/2017 Job Sit.Address-. 24 Raymond Rd city/smyeMp. Salem Attach a mtpyof the workers'compensation pollcy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MOL c. 152 can lead to the imposition of criminal penalties of a fine up to 51,500.00 andfm one-year imprisonment,as well as civil peaaldes in the form of a STOP WORK ORDER and a tine of up to$250.0 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. Ido hereby c JJy ar rhe pales and penatBes pfperfary chat the informrarlom provided above Is one and correct cion to reL. �a =� pat,: 9/16/16 Phqne tf• OJjietat use only. Do ttal wrkd in this area to be completed by city or taros oJf'iciaL City or Town: Permit/ideense# issuing Authority(rude one). 1.Board of11calth 2,Building Department 3.City/Town Clerk 4,Zlectrical Inspector S.Plumbing Inspector 6.Other Contact Person, Phone 4: -;�,'^"-5 � gilts �� r liftr�'r Catl•sirYfl�' �� � tttt.,.tilfifil�.it'��� I - 44 Office of Consumer Affairs and Business Regulation ; 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3/8/201) DAN FONZI 24 ST MARTIN STREET BLD 2UNIT 11 ----- -- ------ MARLBOROUGH, MA01752 Update Address and return card Mark reason for change. i w [] Address Renewal C] Employment !] Lost Card "-"O61ee of Consumer Albin&Business Regoladoo License or registration valid for individul use only YMEIDAPROVE1fENT CONTRACTOR before the expiration data If found return to: Office of Consumer Affairs and Business Regulation j;k; Registration: 16as72 Type: 10 ParkPim-Suite 5170 Expiration: 3/82017 Supplernera Card Boston,MA 02116 SOLAR CITY CORPORATION DAN FONZI -•-�ii�- - ._ 3086CLEARVIEW WAY �.: •.e •:-;• _ SAN MATED,CA 84402 Underseeretary Not valid without signature e. MasaachusreOs I?epa+ttr"M of Pu1N1e tiah4y Sof Baud ofswidis11TRagwWWWand,>! Licariaa:CB401687 ConstroAsnn sup"laoe DANIEL-D FONZI . 390 AN STREET" f 3/16.11112 TON MA 61 NIZU CAL ExpirODO, r 1111 C rnisslaner 0911312018 ' ; DocuSign Envelope ID:40E7D775-DEE3-4DF3-9CC4-103CEAB7ACD6 SolarCity I PPA ` Customer Name and Address Installation Location Date Mike Blade t`, 24 Raymond Rd Apt 2 8/29/2016 .\ 24 Raymond Road �• Salem,MA 01970 ' Salem,MA 01970 Here are the key terms of your Power Purchase Agreement ~� 013 . 70 20yrs •- System installation cost Electricity rate ig kWh - Agreement TUrm i 11A.fj L"', Initial hereInitial here DS The SolarCity Promise At15 •We guarantee that if you sell your Home,the buyer will qualify to assume your Agreement. Initial here • •We warrant all of our roofing work. N � us �' 1• •We restore your roof at the end of the Agreement. - , ��� •We warrant,insure,maintain and repair the System. _..._ ...__,... ... .. ............ . ............ .___....._._ / �....._%Initial here •We fix or pay for any damage we maycause to your property. •We provide 24/7 web-enabled monitoring at no additional cost •The rate you pay us will-neverincrease by more than 2.90%per year. •The pricing in this Agreementis valid for 30 days after 8/29/2016. Your ur SolarCity�Power Purchase Agreement Details ' Your Choices at the End of the Initial Options for System Purchase: Amount due at contract signing Term: •At certain times,as specified in $0 •SolarCity will remove the System_ at no the Agreement,you may i Est.amount due at installation ; cost to you. \ '-,, I purchase the System. r $0. •You can upgrade to a new System wit .These options apply during the 20 -' the latest solar technology under a new year term of our Agreement and Est.amount due at building inspection contract. not beyond that term. ( $0 1 i .You may purchase the System from Est.first year production SolarCity for its fair market value as 5,603 kWh specified in the Agreement. -J •You may renew this Agreement for up to ten(10)years in two(2)five(5)year `. increments. 3055 Clearview Way,San Mateo, CA 94402^ 888.765.2489 solarcity.com \ ,2120960 Power Purchase Agreement,version 9.2.1,June 24,'2016 l ,\ SAPC/SEFA Compliant ` ` { Contractors License MA HIC 168572/EL-1136MR ` \ Document generated on 8/29/2016 ` ,� Copyright 2008-2015 SolarCity Corporation,All Rights Reserved / / � DocuSign Envelope ID:40E7D775-DEE3-4DF3-9CC4-103CEAB7ACD6 ' 23. NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in YOU MAY CANCEL THIS CONTRACT AT ANYTIME PRIOR their entirety and I acknowledge that I have received a TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE < complete copy of this Power Purchase Agreement. �. DATE YOU SIGN THIS CONTRACT. SEE EXHIBIT 1.THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN Customers Name:Mike Blade >� EXPLANATION OF THIS RIGHT. �_.\ ,\ o«�sg�eanr: \ 24. ADDITIONAL RIGHTS TO CANCEL. \,�\ Signature:. IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS PPA UNDER SECTION 23,YOU MAY ALSO CANCEL Date: ;' 8/29/2016 ,THIS PPA AT NO COST AT ANY TIME PRIOR TO ' r COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 1 `� 1 25.=Pri ine - The-pricingin this PPA is valid for 30 days after 8/29/2016. Customers Name:./ If you don't sign this PPA and return it to us on or prior to 30 days after 8/29/2016,SolarCity reserves the right to Signature: f� reject this PPA unless you agree to our then current pricing. \ Date: 0 / �j Power Purchase Agreement Soklecity approved j J s i f Signature IrLy don Rive, CEO Date: 8/29/2016 Power Purchase Agreement,version 9.2.1,lune 24,2016..' "\ M 7M 2120960 Version#63.5-TBD ;;;SolarCity 9/16/2016 September 16, 2016 RE: CERTIFICATION LETTER 4Qy HEINRICH A. Project/Job # 0192331 0 VILLANUEVA Project Address: Blade Residence 0 CIVIL H 24 Raymond Rd �g, No.52357 Salem, MA 01970 `�9FGrSrEI AHJ Salem fONAL�O / SC Office Wilmingtonfj'' Design Criteria: -Applicable Codes = MA Res. Code, 8th Edition,ASCE 7-05,and 2005 NDS -Risk Category = II -Wind Speed = 100 mph, Exposure Category C -Ground Snow Load =40 psf - MP1: 2x6 @ 20"OC, Roof DL = 8 psf, Roof LL/SL = 26 psf(Non-PV), Roof LL/SL = 14 psf(PV) - MP2: 2x6 @ 20"OC, Roof DL = 8 psf, Roof LL/SL = 26 psf(Non-PV), Roof LL/SL = 14 psf(PV) - MP3:-2x6 @ 20"OC, Roof DL = 8 psf, Roof LL/SL = 28 psf(Non-PV), Roof LL/SL = 28 psf(PV) - MP4: 2x6 @ 20"OC, Roof DL = 8 psf, Roof LL/SL = 28 psf(Non-PV), Roof LL/SL = 28 psf(PV) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.31364 < 0.4g and Seismic Design Category(SDC) = B < D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation, I certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading. The PV assembly hardware specifications are contained in the plans/docs submitted for approval. Digitally signed by Heinrich Villanueva II Date:2016.09.16 00:37:59-07'00' 3055 Clearview Way San Mateo,CA 94402 T(650) 638 -1028 (888)SOL-CITY F(6501 638-1029 solarcity.com 105500.P N 8131.42R00213?nMOC V5150,CA 4401881W.COE00091.CT RIC0632VOJkLC0125305.0C 41G5140OJ000/ECCoO2E35.CE20OI2028a/T1-oW2.FL EQ30M22i,HI CT-20MIL 150052.MAHIC ICBSR/ EL-1136MR.NO RIC 12 ON WOOS.NO 3nO01 U.NR 0317C/12523N,NJ NJHI C#I W W150E00/34EA01232IOJ,NM EE95-379500.NY N`/M12113512LC2-0071611/82-0029710.OH EL 42207.04 CBNOnO'C562,FP.HICIPA011341,01 ACCOn71,t ey3B36.TX MCL27M3.UT 126950.5501,VA ELE2705153279.`rtEN-CS829.WA SOLtNC'?WOVCOLA¢COOSVZ NNny 130.Gnan1 A486-Nene,H2409710000,'M—K:(on.Roalen0 11 $J1011 52057-N.WeetcM,tm N'C-2600 B-H13.It YC#2.1384 DCA[CENYC'.NYC Llctn 0*cUlCian.#1261x#004495,155 W to,Lt.61I E1.Unit 10..-o1 ,NY O20i#20139de-0CA All Io,sp"de]ty SoleKlly F,nence Coir—y.LLC G Fh—L-det3 Llcn—M,1796 Sot@ iClNFlnenco Comte ny.LLCN't-'.L,Wa DYan'ara Lta4 Dank Commle.—to-O,In W11-1 In Oele—L..III—.numlva 011122.I.ID Coneumn Loan I',.—2241.IN bnl,zh a It t011L Len 64 M111023/I L110210 Llcensetl LcIdr RSMIOUt.TXRa Iteral Uf,t:ar 140LYISN61-2024M.VT LedLknee 0044 `\,!a Version#63.5-TBD N60,5olarCity. HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landscape Modules'Standoff Specifications Hardware X-XSpacing X-XCantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPI 60" 24" 39" NA Staggered 53.9% MP2 60" 24" 39" NA Staggered 53.9% MP3 60" 24" 39" NA Staggered 48.4% MP4 60" 24" 39" NA Staggered 48.4% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-XCantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPI 60" 20" 66" NA Staggered 90.5% MP2 60" 20" 66" NA Staggered 90.5% MP3 40" 17" 66" NA Staggered 547.2% MP4 40" 17" 66" NA Staggered 54.2% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MPI Stick Frame 20"O.C. 400 Member Impact Check OK MP2 Stick Frame 20"O.C. 400 Member Impact Check OK MP3 Stick Frame 20"O.C. 210 Member Analysis OK MP4 Stick Frame 20"O.C. 210 Member Analysis OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 3055 Clearview Way San Mateo,CA 94402 T(650)638 -1028 (888)SOL-CITY F(650)638-1029 solarcity.com 4L055W.AP M-8437.AZPOC 24371/POC 245450.CA aU10881W.COCCOOJI.CT HIC0632»9/0LC 012M06.00 a105146W 0/EW025Bi OEx)11120306/Tl-b W2.R EC13OW226.111 CT-297]0,1L R-CO52 M4111CGe5I2/ Et-IAdMN.MO HIC 128948/I1AW.NC 3W0 W.NH o347C/12523M.NJ NJH1CNvYN W 6VW0/34E W1732I W,NM EE98�79590.NV NV20121135172/CY-W R64B/@-W)%R UM El 47107.OR CO18W98/C562 W I11CPACIP43.R1 ACW4Iv/Rag303U.TX7ECL27C06,Ur 8726950-5501.VAELE270563279.`?EM05020.NNSOURC'9100VSOLNC'o0i{>!.pllarry 439.CrannaA-466.N*s%uH240%I0W0,W]nem M&W1.Rocdantl H-118"4 0-00-00.WI1olk 52057-11,W etkhestx W C-26088-II6.N YC#M384-0CA$CEWC:N YC ticeneed necblalen,#126%,X004485.155 Waty s1.6M FI,Wit v,9,obdlm.NY Mol X2013966-0CA A)I Ioem IYouidw W WvCMrinanu Compr ,LLC CT Financo Lenderrticn*IM4796 SolarClNFln4nw ComPonV.LLC IY4cmaeC ry llv Oalaware Stere Sank Comml W nner b engage In Wsineaa m Oalu:an untla Ilcenae number 019422,AIO Ccnmmer Loen tlnme 1241.NV InabBment Loen Lkmae I11g21/IL11024.RI bcemetlLntlx N20531031L.L%Pa�tlere8 CraOlinr W OW5P63-2024W.Vr Lantlw Licmm X6166 RUCIFURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MPI Member Properties Summary MPi Horizontal Member Spans Rafter Properties Overhang 1.16 ft- Actual W 1.50" Roof System Proerties Span 1 ___10.71 ft Actual D ""5.50" Number of Spans w/o Overhang) 1 Span 2 Nominal No Roofing Material �.,,.Comp Roof Span 3 .'� A(in^2) __..._. 8.25 Re-Roof No Span 4 Sx(in.^3) 7.56 PlyJirood Sheathing - �No Span 5 _ Ix !n^4 20.80 Board Sheathing Solid-Sheathing Total Rake Span 15.50 ft I TL Defrn Limit 120 Vaulted Ceiling No PV I Start 1.08 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.25 ft Wood Grade #2 Rafter Slope_ r ..xa'�'" 40° PV2Start _ - � Fb( i ..- &w,'875 Rafter Spacing 20" O.C. PV 2 End Fv(psi) 135 Top Lat Bracing Full PV 3 Start ": k' . . E (psi) �4-� 1,400 000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading mary Roof Pitch 10/12 Initial I Pitch Adjust I Non-PV Areas PV Areas Roof Dead Load DL 8.0 Psf x 1.31 1 10.4 psf 10.4_psf PV Dead Load_ PV-DL - -- ---3.0 sf _ ..... x 1.31 , . _ - " '":3.9 psf Roof Live Load RLL 20.0 psf x 0.70 14.0 psf Live/Snow Load*, µr., :::,LL/SLl'2 x.40.0 psf x 0.65 1 x 0.3526.0 psf .,,,:. lti 14.0 psf Total Load(Governing LC TL 5 36.4 psf 28.4 psf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(CQ)(Q(Is)pg; CQ=0.9,C,=1.1,Is 1.0 Member Design Summary(per NDS) Governing Load Comb CDCL + CL - CF Cr D+S 1.15 1.00 0.52 1.3 1.15 Member Analysis Results Summary IF-Governing Anal sis Pre-PV Moment Ib-in Post-PV Moment Net Im act Result GravityLoadin Check1 1,357 1 1,045 1 0.77 Pass [CALCULATION OF DESIGN WIND LOADS-MPl Mounting Plane Information Roofing Material - - - -_. - Comp Roof Roof Slope _ 400 ------ Rafter Spacing Ari-, � '""_ :�- 77.1: -._ 20" O.C. Framing Type/Direction Y-Y Rafters PV System Type_ _ Solar_C_ity SleekMou_nt'."'—"71" Zep System Type ZS Comp Standoff Attachment Hardware �� � � _. _ Como Mount SRV ... ,:. Spanning Vents No Wind Design Criteria Wind Design Code IBC 2009 ASCE 7-05 Wind [,--Ig Method Partially/Fully_Enclose_dMethods Basic Wind Speed V 100 mph Fig. 6-1 Exposure-Category. sem..' 4_- - C - m ¢Section 6.56.3_ Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Hei ht h 25 ft Section 6.2'� Wind Pressure Calculation Coefficients____._._ Wind Pressure Exposure_ K� 0.95 Table 6-3 Topographic Factor _ _ _ __ _ __ ., Kn = 1.00 _ _ _ _� _ � Section 6.5.7 Wind Directionality Factor _ Kd _ 0.85 Table 6-4 Im or ance Factor ____ I— 1:6 Table 61 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2) (I) Equation 6-15 20.6 psf Wind Pressure Ext. Pressure Coefficient U G (Up) -0.95 Fig.6-116/C/D-14A/B EM. Pressure Coefficient Down --_-G - Down - - 0.88 .T r.:- Fig.6-IIB/C/D-14A/B Design Wind Pressure p p = qh (GCp) Equation 6-22 Wind Pressure Up - - — -- -„- - -19.5 psf--- - — - Wind Pressure Down 18.0 Psf [ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 60" 39" Max_AllowableCantileyer ,�Landscape� 24" —NA_� Standoff Confi uration Landscape LagiLered Max Standoff Tributary Area.,.. Trib� _- __ _16 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at-Standoff =- -j-actual -` -295 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand Ca aci DCR X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 60" 66" Max Allowable Cantilever Portrait 20" NA-- Standoff Configuration Portrait Staggered _ _ _ _ Trib �.,_ -.. Max Standoff.Tributary Area —_.� r _ a�` „ 27 sf. -y PV Assembly Dead Load _ W-PV 3.0 psf N&Nwind Upliftat Standoff�� i_ T,actual496 lbs-- Uplift bsUplift Capacity of Standoff T-allow 548 lbs Standoff Demand Ca aci _+ DCR—v .ff— . c . 90.5% (STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK=MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties Span 1 - 10.75 ft Actual D 5.50" Number of Spans w/o Overhang) 1 Span 2 Nominal No Roofing Material_ Comp Roof Span _A(in^2). _ _8.25._____._ Re-Roof No Span 4 Sx(in.^3) 7.56 Plywood Sheathing - ., _--No _. 5 ` nS Ix !n^4 20.80 Board Sheathing Solid-Sheathing Total Rake Span 15.55 ft TL Defrn Limit 120 Vaulted Ceiling ]�^ _.. No z - _'___PV S Start 1.08 ft Wood Species v SPF.:- ___ Ceiling Finish 1/2"Gypsum Board PV 1 End 11.25 ft Wood Grade #2 Rafter Sloe 400 PV 2 Start __. Fb(psi) 875 Rafter Spacing 20"O.C. PV 2 End Fv(psi) 135 Top Lat Bracing Full PV 3 Start _ __._ _ _._.._. E i 1,400 000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading mary Roof Pitch 10/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 8.0 psf x 1.31 10.4 psf 10.4 psf PV Dead Load _ PV-DL _3.0 sf max-1.31 --. ___ __,,,._.-_ 3.9 psf Roof Live Load RLL 20.0 psf x 0.70 14.0 psf Live/Snow Load LL/SL1,2 40.0 psf x 0.65 1 x 0.35 26.0 psf 14.0 psf Total Load(Governing LC TL 36.4 psf 28.4 psf Notes: 1. ps =Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(CQ)(C2)(Is)pg; CQ=0.9,C[=1.1, I,=1.0 Member Design Summary(per NDS) Governing Load Comb CD CL + CL - CF Cr D + S 1.15 1.00 1 0.52 1 1.3 1.15 Member Analysis Results Summary GoverningAnal sis Pre-PV Moment Ib-in Post-PV Moment Net Im act Result GravityLoa din Check 1,367 1,054 1 0.77 Pass LCALCULATION OF DESIGN WIND_LOADS=MP2 Mounting Plane Information Roofing Material. ----Comp Roof_ - _ A Roof Slope- 400 Rafter 5 acin _. -20"O.C.___.. Framing Type/Direction Y-Y Rafters PV System,Type SolarGty SleekMoun["" �_ Zep System Type �_wa� � ZS Comp - Standoff Attachment Hardre. —' —Como Mount SRV "" ' Spanning Vents No Wind Design Criteria...___ Wind Design Code IBC 2009 ASCE 7-05 Wmd_Design Method - - _ Partially/Fully Enclosed Method_. Basic Wind Speed V 100 mph Fig. 6-1 Exposure Category _ _ _ C �SechoK6.5.633� Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean RoofHei ht h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K, 0.95 Table 6-3 Topographic Factory=<-- 1:60— - _- _ 1.00 —Section6.5.7� Wind Directionality Factor Kd 0.85 Table 6-4 _. __ Im ortahce FaRor _ -_--_- _ '��I 1.0 --____ _—Table 6-11— Velocity Pressure qh. qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 20.6 psf Wind Pressure Ext. Pressure Coefficient U GCp(Up) -0.95 Fig.6-11B/C/D-14A/B EXt. PreSSUre COBfflClent Down GC Down)..- _ _. . 0.88 - Fig.6-118/C/D-14A/B Design Wind Pressure P p = qh (GCp) Equation 6-22 Wind Pressure U - -- POP)) --=19.5 psf Wind Pressure Down P(d,.l 15.0 Psir [ALLOWABLE STANDOFF SPACINGS _ _ _ _ X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 60" 39" Max Allowable.Cantileyer Landscape= _. 24" Standoff Configuration Landscape Staggered Max Standoff Tributary_Area Tribes 16 sf - -- ----_ - - PV Assembly Dead Load _ W-PV 3.0 psf Net Wied Uplift-at Standoff"T�.�,Tctual.—; 295 lbs Uplift Capacity of Standoff_ T-allow 548 lbs Standoff be—mind1c;— DCRT` 53.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 60" 66" MaxAllowable Cantilever "Portrait, _ 20" Standoff Configuration Portrait Staggered Max Standoff Tributary Area„_-a-wTrib 27_sf - _ _ PV Assembly Dead Load W-PV 3.0 psf -__.T - - ��..Net Wind Uplift at Stando_-ff —T,actual'� _ -496 lbs. Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand Ca ac' — TDCR— 90.5% RIyCTURE ANALYSISLOADING SUMMARY AND MEMBER CHECK-MP3 Member Properties Summary MP3 Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties Span 1 �. _ 10.80 ft iActual D _ 5.50" Number of Spans w/o Overhang) 1 Span 2 Nominal No Roofing Material `t ` �" _ Comp Roof. ` Span3 _A(in^2)_*_ .____8.25._ ____. Re-Roof No Span Sx(in.^3) 7.56 Plywood Sheathing -. ____.No Span s Ix in^4 ` 20.80 Board Sheathing Solid-Sheathing Total Rake Span 12.81 ft TL Defl'n Limit 120 Vaulted Ceiling�*;.. _ ; ..,No ._ ) PV S Stant >=-. 1.83 ft m Wood Species= SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.08 ft Wood Grade #2 Rafter Sloe - 210 PV 2 Start : Fb(psi) 875 Rafter Spacing g 20"O.C. PV 2 End Fv(psi) 135 To LatBracing FullPV3Start E(psi) 1,400,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 5/12 Initial I Pitch Adjust I Non-PV Areas PV Areas Roof Dead Load DL 8.0 psf x 1.07 8.6 psf 8.6 psf PV Dead Load PV-DL 3.0 psf_ . x_1.07 3.2 psf .,_.. . Roof Live Load RLL 20.0 psf x 0.98 19.5 psf - Live/Snow Load ;P LL/SL-z'z "� 40.0 psf 0x0.7 •1 x0.7 X428.0 psf `& 28.0 psf Total Load(Governing LC TL 36.6 psf 39.8 psf Notes: 1. ps= Cs*pf;Cs-roof, Cs-pv per ASCE 7 [Figure 7-2] 2, pf=0.7(CQ)(CI)(Is)pg; CQ=0.9,C,=1.1, 1,=1.0 Member Design Summary(per NDS) Governing Load Comb CDCL + CL - CF Cr D + 5 1.15 1.00 1 0.62 1 1.3 1.15 Member Analysis Results Summary Governing An sis Max Moment @ Location Ca aci DER Result + BendingStress _psi) 1,494 6.6 ft 1,504 0.99 Pass LCALCULATION;OF DESIGN WIND LOACVS - MP3,— Mounting Plane Information Roofing Material - _-.. _ _ --- ___. --_Comp Roof i Roof Slope 210 Rafter Spacing _ . - - --- -_-_ 20"-O.C. Framing Type/ Direction Y Y Rafters PVZSyinstemType SolarGty SleekMount'" ..a` ...x,., s: Zep System Type ZS Comp- Standoff Attachment Hardware __ Spanning Vents No Wind Design Criteria__ Wind Design Code IBC 2009 h - ASCE 7-05 Word DesigMetrd. ��artiayT/Full'Enclose d Method-- Basic Wind Speed V 100 mph Fig. 6-1__- Exposure Category _ CT .'Section 6.5.63 Roof Style Gable Roof Fig.6-11B/C/D-14A/B e­an _,._.T, _. Mean Roof Hei h-t"" �R h'�"�` .� � �� 25 ft � ' ,-- e��• .Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K� 0.95 Table 6-3 Topographic Factor _ Krt_ 1.00 .Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 —k .�- T.--7— Im ortance Factor -_. 77--1 B. .- �F. 1.0 ...6, M r!--=Table-647— Velocity ,Table 6-1 -__.. Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 20.6 psf Wind Pressure Ext. Pressure Coefficient U GCp(Up) -0.88 Fig.6-118/C/D-14A/B Ext. Pressure CoeffiClent Down -- G Down 0.45 _� Fig.6-118/C/D-14A/B Design Wind PressureP p = qh (GCp) Equation 6-22 — -- -----SSSS-- - Wind Pressure U - - „— --18-0 psf Wind Pressure Down Pfdownl 10.0 Psf 'ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 60" 39" -�- — .._ 24.. _ -- --� Max Allowable_Cantilever _`�'<��` • -Landscaped L - � __. � ���- - .,SNA= Standoff Configuration Landscape Staggered Max Standoff Tributary Area�� 16 sf PV Assembly Dead SL-oSad S-S .,_. W-PV---�. 3.0 psf Net W �—U lifta®S =T-_—ual w 265 lb '- _ _ .__ . Uplift Capacity of Standoff T-allow 548 Ibs Standoff Demand Ca aci -. DCR ._.= 48.4°h _.. . X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 40" 66" Max Allowable Cantilever Portrait 17" NA — Standoff — StanSSSS-- --SSSS _. _ Standoff Configuration Portrait— Sta2qerTd Max Standoff,Tributary Area PV Assembly Dead Load W-PV 3.0 psf Net Wind-Upliftat-Stand-off_ - �T-actual _ _=2971bs UPlift Capacity of Standoff T-allow i 548 lbs Standoff Demand Ca aci DCR - - 54.2% - [STRUCTURE ANALYSIS-LOADING SUMMARY AND MEMBER CHECKMP4 Member Properties Summary MP4 Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Proerties Span 1 _9.93 ft Actual D 5.50" Number of Spans w/o Overhang) 1 Span 2 Nominal No Roofing Material _ Comp Roof _ --Span 3 A(inA2), _ 8.25 Re-Roof No Span 4 Sx(in.A3) 7.56 Plywood Sheathing-- , - No _. Span S Ix inA4 - 20.80 Board Sheathing Solid-Sheathing Total Rake Span 11.88 ft TL Defl'n Limit 120 Vaulted Ceiling -. _ .._No ' _`.. PV 1 Start 1.00 ft Wood Species_. __SPF_.__ Ceiling Finish 1/2"Gypsum Board PV 1 End 10.17 ft Wood Grade #2 Rafter Slope - _: 210 PV 2 Start Fb(psi) 875 Rafter Spacing 20" O.C. PV 2 End Fv(psi) 135 Top Lat Bracing Full PV 3 Start E(psi) ' - 1;400,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 5/12 Initial I Pitch Adjust I Non-PV Areas PV Areas Roof Dead Load DL 8.0 psf x 1.07 8.6 psf 8.6 psf PV Dead Load "--- 'PV-DL -3.0 psf -x 1.07 ,_ 3.2 psf Roof Live Load RLL _ 20.0 psf x 0.98 19.5 psf Live/Snow Load LL/SL"2 40.0 psf x 0.7 x 0.7 28.0 psf 28.0 psf . Total Load(Governing LC TL 36.6 psf 39.8 psf Notes: 1. ps=Cs*pf; Cs-roof, Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(CQ)(Ct)(I,)pg; CQ=0.9,C[=1.1,Is 1.0 Member Design Summary(per NDS) IF Govemin Load Comb CD CL + CL - CF Cr D + S 1.15 1.00 1 0.67 1 1.3 1 1.15 Member Analysis Results Summary Governing Anal sis Max Moment @ Location Capacity DCR Result + BendingStress si 1,263 6.2 ft 1 1,504 0.84 Pass !CALCULATION-OF-DESIGN WIND LOADSy'MP4 "'-'] Mounting Plane Information Roofing Material Comp Roof____ " I Roof Slope 210 Rafter Spacing 20' O.C. Framing Type/ Direction Y-Y Rafters SolarOty SleekMount'"'__ Zep System Type� ZS Comp_ _ Standoff Attachment Hardware Spanning Vents No Wind Design Criteria.._. Wind Design Code IBC 2009 ASCE 7-05 Wind Design-Method - Partiall /Full Enclosed Method _._— Y Y ----- --- -- Basic Wind Speed V 100 mph Fig.6-1 Exposure CaCategory_ '— it - ,-Section 6.5.63_, Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean RoofHei Height h 25 ft Sedion 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K, - 0.95 Table 6-3 Topographic Factor_ _ - Krt 1.00 #Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 -- importance FactoFactor —i— _ ._� , .__,_ 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 20.6 psf Wind Pressure Ext. Pressure Coefficient U GC (Up) -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down - GC Down 0.45 -_ Fig.6-11B/C/D-14A/B Design Wind Pressure p = qh (GCp) E uation 6-22 .-- --� _. . —_. - _. . .. Wind Pressure Up P _18.0Psf Wind Pressure Down d. 10.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 60" 39" Max Allowable Cantilever =andscape - 24" - - __ Standoff Configuration Landscape Staggered Max StandoffTributary_Area __ Trib __ - 16_sf PV Assembly Dead Load W-PV 3.0 psf Net Wirixf Uplift at Standoff - T dual.���.. - 265 lbs Uplift Capacity of Standoff T-allow 548 lbs —n--_-D --- -- -- Standoff Demand Ca ac' DCR—� 48.4°k -. - - X-Direction Y-Direction Max d Allowable Standoff Spacing Portrait 40" 66" ---�— _ - _-t— -- Max Alloti. --wableCantileyer .,_Portrait. _ - 17 NA Standoff Configuration Portrait Staggered Max Standoff Tributary-Area _ __ Trib _ 18 sf PV Assembly Dead Load W-PV 3.0 psf (3ff,��_ T-= Net Wind.Uplift at Standoff_ actual _ - _- 297 lbs Uplift Capacity of Standoff T-allow 548 lbs S6nd6ff Demand Ca aci DCR 54.26/6 k ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. 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. CONC 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. 1 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 S 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 P01 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 PV1 COVER SHEET PV2 SITE PLAN 9 PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES CPV5 ut THREE LINE DIAGRAM �= CutTHREE Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION X', 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: Salem REV BY DATE COMMENTS REV NAME DATE I COMMENTS UTILITY: National Grid USA (Massachusetts Electric) CONFIDENTIMBER:AL - THE INFORMATION HEREIN JOB NU �� �' DESaIPTION. DESCN. CONTAINED SHALL NOT BE USED FOR THE JB-0192331 00 MIKE BLADE Mike Blade RESIDENCE Spencer Fr BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: Y .��' NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Com V4 w Flashing—Insert 24 RAYMOND RD 5.2 KW PV ARRAY �rsolarCity. PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: SALEM MA 01970 ORGANIZATION, EXCEPT IN CONNECTION WITH r THE SALE AND USE OF THE RESPECTIVE (20) REC # REC260PEZ 24 SL Matin Drive,Buidmg 2,Unit 11 SOIARCITY EQUIPMENT, WITHOUT THE WRITTEN PACE NAME: SHEET REM. DATE Madbwwgk MA 01762 PERMISSION OF SOLARCITY INC. INVERTER T: (650)838-1028 F: (650)636-1029 SOLAREDGE # SE3800A—USOOOSNR2 COVER SHEET PV 1 9/15/2016 (6661-sa-aw(76s-z4�) msdarcily wm PITCH: 40 ARRAY PITCH:40 MP1 AZIMUTH:49 ARRAY AZIMUTH:49 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 40 ARRAY PITCH:40 MP2 AZIMUTH:229 ARRAY AZIMUTH:229 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 21 ARRAY PITCH:21 MP3 AZIMUTH:49 ARRAY AZIMUTH:49 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 21 ARRAY PITCH:21 MP4 AZIMUTH:229 ARRAY AZIMUTH:229 v MATERIAL: Comp Shingle STORY: 2 Stories 4- 0 0 (E)DRIVEWAY O d =z7 Z a LEGEND D C (E) UTILITY METER & WARNING LABEL M m. INVERTER RATED DC DISCO & WARNING LABELS Ppd d elloc zT� Front Of House © DC DISCONNECT & WARNING LABELS �U 4�Yd v © AC DISCONNECT & WARNING LABELS DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS B A LOAD CENTER & WARNING LABELS I/Lc� ' D I j I illO M DEDICATED PV SYSTEM METER 9/161201s Inv © O Bso RAPID SHUTDOWN HEINRICH A, cya 0 STANDOFF LOCATIONS VILLANUEUA "' CONDUIT RUN ON EXTERIOR c0i CIVIL H --- CONDUIT RUN ON INTERIOR No.52357 GATE FENCE a �qr Digitally signed by Heinrich Villanueva II �9Frlg7EP��R Date:2016.09.1600:38:38-07'00' 0 HEAT PRODUCING VENTS ARE RED L—'J INTERIOR EQUIPMENT IS DASHED l SITE PLAN Scale: 1/8" = 1' /ld 0 1' 8' 16' JB2 3 31 0 0 PREMISE INNER DATION DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: MIKE BLADE Mike Blade RESIDENCE CONTAINED SHALL NOT DE USED FOR THE Spencer Fry �;,,So�arCity. NORBENEFITSH OF ANYONE EXCEPT IN WHOLE INC., MOUNTING SYSTEM: - PAR SHALL IT RS DISCLOSED IN WHOLE OR IN 24 RAYMOND RD 5.2 KW PV ARRAY ��"1 PART TO OTHERS OUTSIDE THE RECIPIENT'S ZS Comp V4 wFashing-Insert ORGANIZATION, EXCEPT IN CONNECTION WITH MODU(ES: SALEM, MA 01970 THE SALE AND USE OF THE RESPECTIVE 20) REC # REC260PEZ 24 St Martin Dd.,Building 2.Unit 11 PAGE NAME SHS' �' DATE P. (650)638-1028 MA A(817 638-1019 SOLARgtt EWIPMENT, WITHOUT THE WRITTEN PV 2 9/15/2016 (88B)—SOL)63 (1028 R.) wx&M-10Y9 PERMISSION OF SOLARgrr INC. SOLAREDGE SE380OA-USOOOSNR2 SITE PLAN S1 S1 4" 10'-9" 4" 1 ( 1 (E) LBW E) LBW H SIDE VIEW OF MPI NTS 9/16/2016 �n1 SIDE VIEW OF MP2 NTS D MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES HEINRICH A; ti MP2 AN X-SPACING X-CTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 60" 24" STAGGERED p VILLANUEVA LANDSCAPE 60" 24, STAGGERED PORTRAIT 60" 20" V No.2CIV1357 rn PORTRAIT 60" 20" ROOF AZI 49 PITCH 40 A O RAFTER 1-1 ROOF AZI 229 PITCH 40 RAFTER 1-1/2"XS-1/2" @ 20" OC ARRAY AZI 99 PITCH q0 STORIES: 2 FGISpE. /2°XS-1/2°@ 20"OC ARRAY AZT 229 PITCH 40 STORIES: 2 C.J. 1-1/2"XS-1/2" @20" OC Comp Shingle-Solid Sheathing AAL C.J. 1-1/2"x5-1/2"@20"OC Comp Shingle-Solid Sheathing SI S1 4" 10'-10" 9'-11 70," 1'— (E) LBW 1'-2' (E) LBW SIDE VIEW OF MP3 NTS- MP3 TS �11� SIDE VIEW OF MP4 NTS C '- MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER I NOTES LANDSCAPE 60" 24" STAGGERED LANDSCAPE 60" 24" STAGGERED PORTRAIT 40" 17" PORTRAIT 40" 17" OF AZI 229 PITCH 21 RAFTER 1-1/2"x5-1/2" @ 20" OC ROOF AZI 49 PITCH 21 STORIES: 2 RAFTER 1-1/2"x5-1/2" @ 20" OC ARRAY AZI 229 PITCH 21 STORIES: 2 ARRAY AZI 49 PITCH 21 C.J. 1-1/2"x5-1/2" @20" OC Comp Shingle - Solid Sheathing C.J. 1-1/2"x5-1/2" @20" OC Comp Shingle - Solid Sheathing CONFIDENTIAL- THE INFORMATION HEREIN me NUMBERPREMISE OWNER. DESCBR'TION. DESIGN. JB-0192331 00 SQ�a�Clt�/. CONTAINED SHALL NOT BE USED FOR THE MIKE BLADE Mike Blade RESIDENCE Spencer Fry BENEFIT OF ANYONE EXCEPT IN WHOLE INC., MOUNTING SiSTEIk �•,3 NOR SHALL IT BE DISCLOSED T IN NHOLE OR IN ZS Com V4 w Flashing—Insert 24 RAYMOND RD 5.2 KW PV ARRAY ►i� PART ORGANIZATION, OTHERS OUTSIDE THE CONNECTION T MODULES: SALEM, MA 01970 THE SLE AND EXCEPT IN CONNECTION VATFi THE SALE AND USE T. THE UT TH W 20REC REC260PEZ 24 St.Martin OrMa Building 01 2 wN n PSOLARCITYERMISSION EQUIPMENT.SOLNT, NITHOUT THE WRITTEN PAGE NAME: SHEET RD'. DATE Ma58-1028h, MA 50) PERMISSION OF SOLARaTY INC. INVERTER: T: sm- 636-765- F: (650) .voiam 29y SOLAREDGE SE3800A—USOOOSNR2 STRUCTURAL VIEWS PV 3 9/15/2016 (888)-SOL-Cltt(765-2489) �w.solarcitycam UPLIFT CALCULATIONS 9/16/2016 HEINRICH A. N VILLANUEVA mi v CIVIL y ND:.52357 - PV MODULE cASTeP� Q 5/16"x1.5" BOLT WITH TONALE�ex 5/16" FLAT WASHER b INSTALLATION ORDER ZEP LEVELING FOOT LOCATE RAFTER, HOE ZEP ARRAY SKIRT (1) LOCATION, AND DRILL PILOLT HOLE. --------- --- -------- ZEP MOUNTING BLOCK ATTACH FLASHING INSERT TO (4) ZEP FLASHING INSERT (3) (2) TIO UR FTERBUONGLAG SCREW. SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. (E) COMP. SHINGLE (1) INJECT SEALANT INTO FLASHING (E) ROOF DECKING (2) (3) INSERT PORT, WHICH SPREADS SEALANT EVENLY OVER THE 5/16" DIA STAINLESS ROOF PENETRATION. STEEL LAG SCREW LOWEST MODULE SUBSEQUENT MODULES (2-1/2" EMBED, MIN) INSTALL LEVELING FOOT ON TOP (4) OF MOUNTING BLOCK & (E) RAFTER STANDOFF SECURELY FASTEN NTH BOLT. S1 Scale: 1 1/2" = 1' CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBFRJB-0192331 00 PREMISE OWNER: DESCRIPTOR: DESIGN: CONTAINED SHALL NOT BE USED FOR THE MIKE BLADE Mike Blade RESIDENCE Spencer Fry —""'1e BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM r�,�SolarCity. NOR SHALL IT BE DISCLOSED IN V TOLE OR IN ZS Comp V4 w Flashing—Insert 24 RAYMOND RD 5.2 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION 'MTH MODULES: SALEM, MA 01970 THE SALE AND USE OF THE RESPECTIVE (20) REC # REC260PEZ 24 SL Mr I. Drhx B.Oding 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRJTIENPAGE NAME SHEET: REV: DATE: Mudbwwgh,MA 01752 PERMISSION OF SOLARCITY INC. INVERTER PERMISSION (650) 638-1028 R (650)638-1029 SOLAREDGE SE3800A—USOOOSNR2 UPLIFT CALCULATIONS PV 4 9/15/2016 (8Nj—SOL—CITY(765-2489) . .sdardty.� GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) $8 GEC TO TWO (N) GROUND Panel Number:TM20105 Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGESE380OA-USOOOSNR2 LABEL: A -(20)REC p REC260PEZ GEN $168572 ODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:98757741 Tie-In: Supply Side Connection Inverter; 38 OW, 24OV, 97.590; w/United Disco and ZB,RGM,AFCI PV Module; 260W, 236.6W PTC, MC4, 40mm, Black Frame, ZEP Enabled ELEC 1136 MR Overhead Service Entrance INV 2 Voc: 37.8 Vpmox: 30.7 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 100A MAIN SERVICE PANEL E 10OA/2P MAIN CIRCUIT BREAKER (E) WIRING BRYANT Inverter L CUTLER—HAMMER 100A/2P 4 - Disconnect 3 SOLAREDGE oa::AJ SE380OA-USOOOSNR2 Du - MP 3 &4: 1x8 20A/2P g ------------ - A �, e r ------------- -------- ---- Pe— 6 � oc. I 1 H oc 1 2 (E) LOADS - GIC oc. U5 , ------------- ----- —sec iocMP 1 &2: 1x12 � ecc___ ___________—_________ ____________ G -----------------M y N (1)Cmduit Kit; 3/4• EMT EG-_-_ GGEG I I I - I I GEG 1 `- -T-T TO 120/240V 1 SINGLE PHASE II unuTr SERVICE , I I I I I I I , I I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP OI (2)G d RV, A (1)BRYANT 8 BR24L7ORP /t PV (20)SOLARmGE q P300-5NM4ZS D� 5 BR'!!x Ba Coo//ppper Laad Cenler,EEJ7pi0A, 120/24OV, NEMA 3R /"� ,.L PaMerBox O'ptimrsa;300W, ZEP, in MC4,out MC4 -(2)I Insu at'i Piw g�Connector; Main 4/0-4, Tap 6-14 -(1) kcH20A/2PB2RSpuces - nU (1)AWG 86, Salld Bare Copper SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL-BE SUITABLE (I)CUTLER-HAMMER 8 DG221URB -(1)Qo nd Rod; 5/8• x 8', Copper S A$ SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Disconnect 30A,g240Vac, Nan-Fusbl% NEMA 3R N ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION N0. 2, ADDITIONAL —(1)aGMn�ne/Na d Kk 30A. General Duty(DG) ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE (I)AWG#13, THM—Z Black I�(1 AWG 810, THWN-2, Black (2)AWG 810,PV Wire, 6DOV, Blade Vac= =500 VDC Isc =15 ADC FF�� - [[�F Vm =350 VDC Imp=5.87 ADC ®W](1)AWG 85, THWN 2, Red O Isf(1)AWG 810, THWN-2, RW O L(1)AWG 8t it.. Bare Capper E. . P P W](1)AWG �, 7HWN-2, White NEUTRAL Vmp =240 VAC Imp=16 AAC L (1)AWG 810, 1HWN-2, White NEUTRAL Vmp =240 VAC Imp=16 AAC (1 Conduit Kit,3/4•,EMT . . , . . .-(1)AW@ 88,.Solid Bare,Copper, GEC, , . {1)Condgit.Kit.3/4'EMIT, . .. . . . . . . .. . . . . .-(1)AWG Ae..TH_WN-2,,Green ,, EGC/CEC, (1)Condyit,Kit;.3/4'EMT. . . . .,, , ,, � (2)AWG 810,PV Wire, 600V, Mad� �� � �Voc* =500 VDC Isc =�15� � � ADC O (1)AWG d6, Solid Bare Copper EGC Vmp =350 VDC Imp-8.8 ADC (1)Conduit Kit; 3/4' EMT . . ... . . . . . . ... . . .. .. . . . . . . .. . ... . . . . . . . . CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: JB-0192331 0 PREMSE OWNER DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE 0MIKE BLADE Mike Blade RESIDENCE Spencer Fry So1arCi}" BENEFIT OF ANYONE EXCEPT SOLARCITY INC, MOUNTING SYSTEM �•.,� l.y NOR SHALL IT BE DISCLOSED IN MOLE OR IN ZS Comp V4 wFlashing—Insert 24 RAYMOND RD 5.2 KW PV ARRAY -,'� PART ORGANIZATION, OTHERS OUTSIDE IN THE CONNECTION T MALES SALEM MA 01970 THE SLE AND EXCEPT IN CONNECTION WI1H r THE SALE AND USE EQUIPMENT, THE RESPECTIVE (20) REC # REC260PEZ 24 SL Martin Drive, MA D1 2 Unil 11 SOLARgtt FSOLAWITHOUT THE WRITTEN PAGE NAME: SHEEE REV. DATE - 63388-10288, MA 50) PERMISSION OF SgARgtt INC. INYfRTDT: T: SOL- 638-1026 P. (850)638-1029 y. SOLAREDGE SE3800A—USOOOSNR2 THREE LINE DIAGRAM PV 5 9/15/2016 (888)-SOL-CITY(765-2489) ....,darctyaam Label Location: WARNING,PHOTOVOLTAIC PONlER SOURCE Label WARNING WARNING ' Per Code: Per Code: Per Code: NEC ELECTRIC SHOCK HAZARD. ELECTRIC SHOCK HAZARD 690.31.G.3 DO NOTTOUCH TERMINALS NEC '•0THE DC CONDUCTORS OF THIS 690.35(F) Label • •n: TO BE LOAD SIDES MAY BE ENERGIZED - 1 UNGROUNDED AND PHOTOVOLTAIC DC N THE OPEN POSITION MAY BE ENERGIZED INVERTERIS - •'" UNGROUNDED NEC DISCONNECT ., Location:Label •_ Location: PHOTOVOLTAIC POINT OF • MAXIMUM POWER-_ INTERCONNECTION POINT CURRENT(Imp) A •Per „_ WARNING: ELECTRIC SHOCK 1 690.54 MAXIMUM POWER- HAZARD. DO NOT TOUCH POINT VOLTAGE(Vmp)_VNEC 690.53 TE RNIINALS.TERA4INALS ON MAXIMUM SYSTEM_ BOTH THE LINC-AND LOAD SIDE VOLTAGE(Voc) V MAY BE ENERGIZED IN THE OPEN SHORT-CIRCUIT POSITION. FOR SERVICE CURRENT(Isc)_q DE-ENERGIZE BOTH SOURCE AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT' AAAXIMUNI AC V Label Location: OPERATING VOLTAGE WARNING ' Per ..- ELECTRIC SHOCK HAZARD 690.5(C) IF A GROUND FHULT IS INDICATED NORMALLKGROUNDEDLabel MAY BF_ CAUTION '• UNGROUNDED AND ENERGIZED DUAL POWER SOURCEPer Code: SECOND SOURCE IS 690.64.13.4 PHOTOVOLTAIC SYSTEA4 Label ' Per Code: Label Location: ELECTRICAL SHOCK HAZARD _ DO NOT TOUCH TERMINALS 691 CAUTION ' • TERMINALS ON BOTH LINE ANDPer Code: LOAD SIDES MAV BE ENERGIZED PHOTOVOLTAIC SYSTEM IN THE OPEN POSITION CIRCUIT IS BACKFEDNEC690.64.13.4 DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT Label '• Per ..- INVERTER OUTPUT Label • • CONNECTION 691 ' 4.13.7 PHOTOVOLTAIC AC -• DO NOT RELOCATE (AC): AC Disconnect DISCONNECTPer ode rHISDOEvcERRENT (C): Conduit NEC D :. � ConduitPanel (DC): DC Disconnect (IC): Interior Run Label Location: (INV): Inverter With Integrated DC Disconnect A4AXII�4 UAi AC A '• Center OPERATING CURRENT ,"• _ (M): Utility Meter NtAXIMUfvI AC OPERATING VOLTAGE VNEC 690.54 (•• Point 1 1 1' . 1 .IwL 1 1ww ' 1 1 i' 1 •1 M' 1' 1 _,. 1 . 1', •II'1 1 1 I I • 1 1 '• i 1 i 'i' \1' •, 1 e ��• REE PEAK ENERGY Z LINK SERIES tu.ss to.l ' HIGH PERFORMANCE _38 - - 3902 - M SOLAR PANELS 'E"R PIZ=W"WMM YEAR I W-M POwB R 25 a 9PUT WAMMOv REE PEAK - _ _ �t .7.24 _ ,� tb Worzr ixrry FREE ENERGY - - WP n � �, 1 Z=UNU v SERFS _-- - TemeratueCoef CNnt ofPrattveMiltn 4..TC(%/'C I t_ Temperature CoeffidentofP,R -0.40%fC 1 Temperature Coefficient ofVpc •0.27%fC REC Peak Energy Z-Link Series solar AI.mmm eavaaentalnches TemperatureCoeffidentofly 002%rC panels are the perfect choice for building solar systems that combine long lasting Nembtallawer-P.ft) 260 Cell Type: 60 REC PEmulti-crystalline product quality with reliable power output. WattclassSorting-(Wp) ./-5 3strings of20ails withbypassdiodes REC combines high quality design and NomolalPowervoltage-V.M 307 Glass 0.125 In solarglass with anti-reflection, surfacetreatment NomiIlalPowerCunatt-1 (A) - - - 8.50 manufaduringstandardstoprodueehigh- � Backsheet: Doublelayerhighlyresistantpolyester OpenCMlitVoltage-V,M 37.8 Frame: Anodized aluminum(black) performance solar panels with Short Circuit Current-ly(A) 9,01 Zep Groove compatible uncompromising quality. Junction Box: P gq y PanelEFfide rcy(%) 15.8 IP67rated0.156 in 02 AWG)solar cable.2x 4724 In Vat a t atWta cl,dt.et...d,tI.,ST n/-10.Mi.vMiutedval00OWµµ .7aUt �alstanda�d Teslcandiliom l5TC1. ConnectN N4 Am enol e A, alstanderdtestcondmonsSTC c.11 to Aerl S.e 7d (25'CH Wym'.cellief,he VCe7TF(25der Phat lowimdimxeoR00W/ms(aM15Acellupnature]TFI75YBatlmv 97%ofthe SfCVa^elel/iderxywlll be ttMeved. Dfigllx MadeinShlgapme RICD NomhlalPevrer-P.(Wo 197 OperationalTemperature: -40_+185'F(-40_e85Y)NururtalPmverVoltage-Vw.M 29.0 Maximum SystemVoltaga IOODVUL MOREPOWElt COMPATIBLEWTTH NommalPowerCurrau-I„•(A) 6.81 D esign load: 50 @s/ft2(2400 Pa)long side PER FT' ZEPGROOVEFRAME Openeuaitvoltage-V.M 35.7 301bs/ft20436 Pa)short side Short CucuitCurrent-I,(A) 7.24 Mai,SeriesFuse Ratblg: 15A Nonenal operatirtgcell temperatwe NDCT IBM W/m'MIS.windspeed lm/s.amblenl lengeratwe IWF(20•C). Max Reverse Curren: 15A J nth l0yearproduct warranty. Dimensions: 65.SSx39.02xi571n(IG65x991x40mm) ^' a C m 25 year linear power output warranty Area 17.75fla(1.65nM 1151NPoRT S101® (max:degression in performance of 0.7%p.a.). ” W7YFREE ININSTALLTALL UL 1703,Fire rating Type 1.Class C Weight; 431bs(19.5kg) Notel AUgivenspecificationsaresub)ecttochar%e ty- withoutnotimatanytime. d REC is a leading global provider of solar energy solutions.With more than 15 years of experience•we offer sustainable.high performing ®`e..a products.services and investments for the solar industry.Together with our partners.we create value by providing solutions that better REC C meet the world'sgrowing energyneeds.REC is headquartered in Norway and fisted on the Oslo Stock Exchange(ticker.RECSOL).Our L600 employees worldwide generated revenues of USD 647 million in 2013. Wwwrecgroup.com %SolarGty ®pSolar Next-Level PV Mounting Technology %olarCty I ®pSolar Next-Level PV Mounting Technology Components . Zep System , for composition shingle roofs _Y Leveling Foot -Up-roof urrnard uv _ 'fO6k n�Tde•rr,oa'N Part No.850.1172 r"•mw r°°r _ ETL listed to UL 467 Zap caroarlbte w ware. Zep eraan heal ARach neo Comp Mount Part No.850.1382 Listed to UL 2582 Mounting Block Listed to UL 2703 1AM°A+p Description PV mounting solution for composition shingle roofs • Works with all Zap Conpahble Modules b"i,`0 • Auto bonding UL-tisfad hardware creates structural and electrical bond • Zap System has a UL 1703 Class'A"Fire Rating when installed usbg modules from any manufacturer certified as'Type 1•or Type 2• �L us= Part Ground Zep V2 DC Wire Clip Specifications Part No.850-1388 Part No.850.1511 Part No.850-1448 Listed to UL 2703 Listed to UL 467 and UL 2703 Listed to UL 1565 • Designed for pitched roofs • Installs in portrait and ape orientations • Zap System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zap System grounding products are UL listed to UL 2703 and UL 467 • Zap System bonding products are UL rated to • Engtrlaered ftx spans up to 7Y cantileversu to 2 and cantilevers up to 24. . • Zap wire management products listed to UL 1565 for wire positiorting devices • Attachment method UL listed to UL 2562 for Wind Driven Ram Array Skirt,Grip,End Caps Part Nos.85D-0113,85D-1421, 850.1460,850.1467 zepsolar 0dn zepsolar.com Listed to UL 1565 This doasnan does not create airy e>ipmaa warranty by Zep Solar or about its products a services Zap Sonar's ado wanmuyb oorrbatned In the widen product warrarnyfm Thbdm tdoeenotaameayeVreamwartenyby Zep Sotarmabm as predicts orservioea Zap SOIWG sole warranty k,rmtalrred mthewftnprcductwarrartlyfa each product.The end-user dowmentalbn shipped with Zap Solar's products conatutes the sole sped0rations referred to in the product warranty.The customer is sokty each product The end-user documentatron shipped vAth Zap Sders products constitutes the sole specifications referred to In the product"n ny.The customer is solely responsible for verifying the suitability of ZepSdar's products for each use.Specifications are subject to change without notice.Patents and Apps:zsPalsram. responsible M verifying the sultabeity of ZepSdar's products for each use.Specifications are subject to change Without notice.Patents and Apps:zspals.mm. Document 4 800.1890001 RW A Oafs bst eVorteU:November 13.2015 223 PM Oomanent N 800.1696401 RevA Dam lest encoded: Nwerrmer 13.2015223 PM solara r Single Phase Inverters for North America =@@ 4, ® •solarSE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE7600A-US/SE10000A-US/SE1140OA-US SE30DOA-US SE39MA-US I SESWOA-U5 I SE6000A-US SE76MA-US I SE10000A-US I SE124WA-US OUTPUT SolarEdge Single Phase Inverters Nominal AC Power Output 3000 3900 5000 600 7600 900 @10 11400 VA For North America Max AC Power Output 3300 4150 5400 54450 @240V 6000 8350 ;�@24U 12000 VA AC Output Voltage Min:Nom:Max1'1 _ 183-208-229 Vac - SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ AC Output Voltage Min.-Nom.-Max-'" SE760OA-US/SE10000A-US/SE1140OA-US 211-240-264 Vac AC Frequency Min.-Nom-Max.1" 59.3.60-60.5(with HI country setting 57-60-605) Hz Max Continuous Output Current 12.5 I 16 I 24 @ 208V I 25 I 32 I 4488 @ 208V I 47.5 A --^ GFDI Threshold 1 A Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes INPUT Maximum DC Power(STC) 4050 S1D0 1 6750 1 8100 1 10250 13500 15350 W Transformer-less,ungrounded Yes . i�5s�t Max.Input Voltage 500 Vdc Nom.DC Input Voltage 325'@ 209V/350 @ 240V Vdc Max.Input CurrentO1 9.5 I 13 116.5 @ 208V I SB I 23 I 33 @ 208V I 345 Adc 155 @ 240V 30.5 @ 240V ■ Max.Input Short Circuit Current 45 Ada 8 L Reverse-Polarity Protection. _ Yes Ground-Fault Isolation Detection 600ko Sensitivity - - Maximum Inverter Efficiency 2 EC Weighted Efficiency975 9897.5 @ 208V 97.5 975 97 @ 209V 97.S % I 97.5 @ 240V Nighttime Power Consumption <2.5 <4 W ADDITIONAL FEATURES fSupported Communication Interfaces RS485,RS232,Ethernet,2ig8ee(optional) 1 Revenue Grade Data,ANSI C12.1 Optionalw Rapid Shutdown-NEC 2014 690.12 functionality enabled when SolarEdge rapid shutdown kit is installedw - STANDARD COMPLIANCE Safety UL1741,ULI6998,UI-1998.CSA 22.2 . Grid Connection Standards IEEE1547 Emissions .FCC partly dam B . f INSTALLATION SPECIFICATIONS AC output condult sire/AWG range _ 3/4-minimum/16.6AWG 3/4"minimum/8-3 AWG DC Input conduit size/d of strings/ - 3/4'minimum/1-2 strings/ 3/4'minimum/1-2.strings/16-6 AWG AWG range 3/4" AWG - Dimensions with Safety Switdr ;p.5x 12.5 x7.2/775x 315x184 30.5 x 12.5 x 10.5/ in/ (HxWxD) 775 x 315 x 260 mm Weight with Safety Switch 512/23.2 I 54.7/24.7 88.4%40.1 Ib/kg - P Natural convection Cooling Natural Convection and internal Fans(user replaceable) fan(user The best choice for SolarEdge enabled systemsreplaceable) Noise <25 <50 dBA Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance •Min.-Max operating Temperature -13 to.tao/-zs to 460(mom t60 version available°1) 'F/'c Superior efficiency(98%) Range Protection Rating NEMA 3R I Small,lightweight and easy to install on provided bracket '°rw mnvrglmu r<nuio rltax coma SdarE4R wwa� Built-in module-level monitoring xe.em�0+4°b°ener xM=stmcrrsomxxa]Ib z6ww e�7saw-usmtnrtxz4 Internet connection through Ethernet or WirelessR.sNrr "fnsr�i�`+�wxwia�rmwmwrrnnspa..rr�,xrrwJ. Outdoor and Indoor installation - - -- - - -- - - - - - Fixed voltage inverter,DC/AC conversion only Pre-assembled Safety Switch for faster installation Optional—revenue grade data,ANSI C12.1 = RoHS etJrtsl>E USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us t5olarCity ®pSolar Next-Level PV Mounting Technology Solar0ty ®pSolar Next-Level PV Mounting Technology Components ' 1 ZS Comp for composition shingle roofs • S Mounting Block Array Skirt Interlock Pan No.850.1633 Pan No.850-1608 or 500-0113 Part No.850-1388 or 850-1613 Listed to UL 2703 Listed to UL 2703 Listed to UL 2703 • J- Flashing Insert Grip Ground Zap V2 Pan No.850.1628 Part No.850.1606 or 850.1421 Part No.850.1511 Listed to UL 2703 listed to UL 2703 Listed to UL 467 and UL 2703 �tp"PAP/BG. Description PV mounting solution for composition shingle roofs �e W Works with a0 Zap Compatible Modules - °aMvs� Auto bonding UL-feted hardware creates structural and electrical bond • ZS Camp has a UL 1703 Class'A7 Fare Rating when Installed using modules from any manufacturer certified as-Type V or`Type 2• Captured Washer Lag End Cap DC Wire Clip QL USn:e Pan No.850-1631-001 Pan No. Part No.850.1509 s Specifications 850-1631-002 (L)850-1586 or 850-1460 Listed to UL 1565 650-1631-003 (R)850-1588 or 850.1467 • Designed for pitched roofs 8501631-004 • Installs in portrait and landscape Orientations • ZS Comp supports module wild uplift and snow load pressures to 50 psf per UL 2703 Wind tunnel report to ASCE 7-05 and 7-10 standards ZS Comp grounding products are UL feted to UL 2703 and UL 487 i • ZS Comp tlonrfing products are UL feted to UL 2703 • Engineered for spans up to 7Y and cantilevers up to 24' � • Zap wire management products fisted to UL 1565 for wire posdbrdm devices Leveling Foot Part No.8501397 zapsoiarODM zepsolar.com Listed to UL 2703 This demented does not aaaee any werrardy by Zap Sow or about its prod rcts or eavn>as Zap Sara's ads warrardy is contained in the cvrerar Product I'smadynor This maenad ems flat aeema anyoWr r'ara byZaPSolarwabwnlm ProAcbasavkm Zsv SGWGGDermrardybmrmtrre'inarewriltsr P•oduCemins yfa each Product.The end mer documenetion shipped with Zap Sow's products constitutes the sole specifications refined to in the product warranty,The customer is solely each Product.The end-user doaimenteaon shipped with Zap Scar's Products mnsllunes the sae specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of ZepSolar s products for each use.specifications are suspect to charge Without notice.Patents and Apps:nPats.com. responsible for verifying the suitability of ZepSaw's products for each use.Specifications aro subject to change vAthout notice.Patents and Apps:spats.com. Dmsrad#Se0.1839001 Rev D Date lam arparte2 Apra 29.20161122 AM occurrent 0800-1839,001 Rev 0210 lea ergamR April29.20181122AM • solar,' @ solara ® • SolarEdge Power Optimizer - Zep CompatibleTm Module Add-On For North America P300-ZEP SolarEdge Power Optimizer P300-ZEP(for 6o-odlPVmoduWs) Zep Compatible""" Module Add-On INPUTRated In DC put power 300 W v Absolute Maximum Input Voltage(Voc at lowest temperature) 48 Vdc For North America P300-ZEP • MPP"Operating Range 8 10 Vdc _ Maximum Short Circuit Current(Isc) 10 Adc Maximum DC Input Current 12.5 Adc Maximum Efficiency 99.5 % • Weighted Efficiency 98.8 % Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 1 60 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) r Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE • 'EMC' - FCC Part15(Ian B,IEC61000-6-2,JEC62000-6 3 Safety IEC62109-1(class II safety),UL1741 RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc �,• Dimensions including mounting bracket (W x L x H) 141 x 256 x 40.5 15.55 x 10.08 x 1.59 mm/in -•� Dimensions excluding mounting bracket (W x L x H) 141 x 212 x 40.5/5.55 x 8.34 x 1.59 mm/in Weight(including cables and mounting bracket) 1170/2.54 kg/lb i Input Connector MC4/Amphenol/Tyco Output Connector Double Insulated;Amphenol 10 Output Wire Length 0.95/3.0 m/h Operating Temperature Range -40-+85/-40-+185 'C/'F Protection Rating IP65/NEMA4 Relative Humidity 0-100 % mxa�ed STC pewee d tl,e,mdtln MotlWe W,p b SY{arer IoleraMe albwed.. PV SYSTEM DESIGN USING A SOLAREDGE INVERTER SINGLE PHASE THREE PHASE THREE PHASE ZOBV 480V Minimum String Length(Power Optimizers) 8 10 18 Compatible with Zep Groove framed modules Maximum String Length(Power Optimizers) 25 25 so Maximum Power per String 5250 6000 12750 W — Certified Zep Compatible"'bracket — Mitigates all types of module mismatch losses,from Parallel Strings of Different Lengths or orientations Yes — Attaches to module frame without screws-reduces on-roof manufacturing tolerance to partial shading labor and mounting costs — Flexible system design for maximum space utilization i - Power optimizer equipment grounded through the bracket — Next generation maintenance with module-level monitoring _ — Up to 25%more energy — Module-level voltage shutdown for installer and firefighter — Superior efficiency(99.5%) safety USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us