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0067 OLD KINGS ROAD
Q-fn A; Town of Barnstablei� 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-17-2207 Date Recieved: 7/13/2017 Job Location: 67 OLD KINGS ROAD,COTUIT Permit For: Building-Insulation-Residential Contractor's Name: Craig P Bishop State Lic. No: CS-109777 Address: Sandwich, MA 02563 Applicant Phone: (774) 205-2001 (Home)Owner's Name: PONTE,JOHN F JR&HURLEY, Phone: (508)737-2813 CATHERINE (Home)Owner's Address: 67 OLD KINGS ROAD, COTUIT,MA 02635 Work Description: Air sealing&weatherization . Total Value Of Work To Be Performed: $4,145.00 =4: Structure Size: 0.00 0.00 MR; r n r-- Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed:. Craig Bishop 7/13/2017 (774)205-2001 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost:. $4,145.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $85.00 7/13/2017 $85.00 X7DIX-3Ct30C)D=- Credit Card ....... ....,. .... 3464 Total Permit Fee Paid: $85.00 :r &M 91-1111mll.---611 LI TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 0 DR Parcel 00 Application # Health Division Date Issued Conservation Division A Application e Planning Dept. � Permit Fee xv, Date Definitive Plan Approved by Planning Board IN Historic - OKH (� _ Preservation/ Hyannis Q� Project Street Address Village f Owner �Address Telephone , 72, rVA O2R I In C)�L6 S Permit Request ns� \ t O & e l LV1 -C 0t &n 44 z'5. 0,00 1 1 C_CL rC 's ` Ct Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District PCB' Flood Plain —� Groundwater Overlay Project Valuation 1 Construction Type Lot Size _ Grandfathered: ❑Yes J&No If yes, attach supporting documentation. Dwelling Type: Single Family 16- Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes A-No On Old King's Highway: ❑Yes allo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing �— new First Floor Room Count Heat Type and Fuel: ❑.Gas ❑ Oil ❑ Electric ❑ Othera Central Air: ❑Yes . ❑ No Fireplaces: Existina_— New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new siA&ool: ❑ existing ❑ new size Barn: ❑ existing ❑ new size Attached garage: ❑ existing ❑ new sizShed: ❑ existing ❑ new sizo/_;�_,Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes -*No 1 If yes, site plan review# Current Use k Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address 5 n u License # CS i Home Improvement Contractor# Email r-Ut-h5 Worker's Compensation # L(J)3�9615`4 U ALL CON RUCTION_DEBRIS RESU ING F166 THIS PROJECT WILL E TAKEI\rT0 SIGNATURE DATE U " C}O i y„ 1 FOR OFFICIAL USE ONLY APPLICATION # - DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH p FINAL FINAL BUILDING 511b114 CT DATE CLOSED OUT ASSOCIATION PLAN NO. r OWNER AUTHORIZATION Job#: c�ZkZS � ; Property Address: 00 kl',--t > 6,1 A �- as Owner of the subject property hereby authorize SOL RCITY CORPORATION to act on my behalf, in all matters relative to work authorized by this building permit application. Cv Signature er: Date: I M�t�tIl+aNtit 4?etliZfmrM�!�pLt► 9it9lfji i'ON'f!O!114urrdn0 R1eQulifq�*�rind SIB �.� +li►r C3-108615 JASON PATRY 921 STEWART pR/Vg;., . . e Abington MA 02351 _ 02RW019 • a K- OMce of Commer Atfiin A OWUM Rcgoltdon 'HOMEPAPROVEMENTCONTRACTOR R0PtMVGU: 160572 TSB I. Expt'8t,km. 3 O17 $uDptemom SOLAR CITY CORPORATION JASON PATRY 24 ST MARTIN STREET OLD 2UNt AAkBOROUGH,MAt?h52 Uodcrteerebry. t ,` 71te Commonwealth of Massach.rrsetts Department o,f Industrial Accidents I Congress Street;Suite 100 Boston,MA 02114-2017 www mars.gov/dta R'ofikers'Compensation 1mrsoce Affidavit:Builders/Contmetors/Electricinow lumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Aggficant Information plogre P' t Lam NaMe(BtLiinmIDrgunizedon/individuA: SolarCity Corporation Address: 3055 Cfearview Way City/Staie/Zip; Sari Mateo,CA 94402 Phone M (688)765-2489 Are you an employer?Cbeck the appropriate box- Type of project(required): t.©I am aemptoyer with 15,000 ovioyces(roll andtorpart time).- 7. []New construction 2 t run a sole or or partnership and have no employees working for ax in © FR►i+� p P � 8. Rerllodotirlg anytatpachy.[Nor workers'comp.insuranm milu'ned.] 3.(Ji am a homeownerdoirrgll work Faysslt:]Nor workers'comp,insaranaeMgUIM&J+ 9. ❑Demolition [] 4.�l am a lanneowner and vvifi be hiring GtltltraCldrS to eondact all tvorh on my prop r9ty. l will 10 Building addition Caesars that all uuttractora oitlsrx hove x+arhers,'cwnprarsalion insuranGO or are sole . 11.(]Electrical repairs or additions proprietors with no rxnployea. - 12.Q Plumbing repairs or additions So I am a general.contnictor mad 1 have hind the soh-conhichn lisied on the attached sheet These sah-wruracton havemnploytes and have workers'comp.insurance: . 13.❑Roof repairs G.[:]we are a corporation and its ofvcrs have exercised their right of a anWion per MGL c. 14.UjOther w18r panels 15Z§t(4) and we have no employm.[No wodws'wv.imutence iequimQ +Any apptiCmnt that chocks box Of mast also nil out the v. ziou below showing their workes'winperisatioa policy lafo wdon. •l loracowmis,.coo submit this tt[ftdwit irteicmtiug they are doing all work and then hire outside.contractor muss submit a ntnv mttidavit indicating such konUa taors that Cherie thkr box must auarhed an additional sheet showing the name of dw sub-conimulws and state whether or not those entities have amploycos, if the etrb-contractors have emptavices,[hey rmrst provide their wdrkcrs'crornp.policy mrntber. 1491 as employer that is providing workers-'compensation Insurance for ray empfoyms. Bdow is flu policy and job site iafarmatiotL • Insurance Company Name:American Zurich insurance Ctimpany Policy#or Self-ins.trio. : WC0182015-00 . Expiration Date: 9/1/2018 Job Site Address: 67 Old Kings Road city/State/zip,Cotuit,MA 02635 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration data Failure to secure coverage as required under TAGL c,152,§25A is a criminal violation punishable by a fine up to S 1,500.00 and/or one-year Imprisonment.as well as civil penalties in the form of it STOP WORK ORDER and a line of up to 5250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations o f the D1A r'or insurance Coverage yorification. I do kerebl,Gerd vn(kr the pains and penalties of psrjury that the btformatlon provided above is True ord correct ason Pat : January 28, 2016 Phone o iclot Ilse only. Do not write hr this am,re be completed by clty or town a�7clal. City or Town- Permit/License# Issuing Apthority(circle one): _ 1.Board of Health L Building Department 3.City/Tawn Clerk 4.Electrical Inspector S.PlumWmg Iospedor 6.Otber Contact Person: Phone M. _ e Aeo Ivy CERTIFICATE OF LIABILITY"INSURANCE °oar;1no""°°"""' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAt3I=.AFFORDE0,8Y THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING iNSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. Ii SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A etaltement on this certificate does not confer rights to the certificate holler in lieu of such endo►ssment(s). PRODUCER CONTACT MARSH RISK$INSURANCE SERVICES PHONE X 346 CALFORKM STREET,SUITE 13110 " LAIC xo Exile ` 11 sNo}— E�YIAN t CALIFOIiNIALIC£NSE NO.0437153 ti,V, .n4VRa�....., _....--•.---...-.—'" •`� _._:....._.._ SAN FRANCISCO,CA 94104 + Alin:Shannon ScoR41r7438334 _ (N9URER(S)AFFORDINOCOYERAOE,.... - ;.._:... xplCq _. 99M01-STND-GMVUE-15.16 • INBUPER, ZuHchAmericanlnsihnneCompany If6516 INSURED INSUR R B NIA...::. SdarQtyCorpomfion 3065 Clearview Way iNsuxER c _ _ �ddfA San Mateo,CA 94402 INSURER D e American Zonch Insurance Company 40142 , INSURER E_ ¢. INSURER F: , COVERAGES CERTIFICATE NUMBER: SEA-DD271363" REVISION NUMBER:4 3 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELLOW HAVE BEEN ISSUED TO THE INSURED NAM£D.ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO VVHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS; EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAW .... ......... ".....rADDLTSUBR - POLICY EFF POLICY EXP Ll'ft, TYPE OF INSURANCE I POLICY xUd1BER- MMIDWYYYY L@71F5 - A X COMMERCIAL GENERAL LIABILITY rAO01I32016.00 0910112016 09101Cd016 EACH OCCURRENCE S 3.000,000 �. - - .... TO RENTED F. .L i CLAIMS MADE n CCCUR µ ,S(Ea Qaaerrenye} s 3,000,E X I SIR:E250,000 � y„ DAMAGE i.� PREplI$E I 1dEd EXP Arryo�person) S ' • � �� PERSONAL&ADb INJUR $ - 3,00I1+�Y GEIfL AGGREGATE LMT APPLIES PER: GENERAL AGGREGATE S._.._.:. ' 6,000,000 X POLICY JECT ,. LOG PRODUCTS COMPIOP AG G S .. ...: 6,OOD,000 ...... PRO I _- OTHER. S -- A AUTOMOBILE LIABILITY BAP01S201700",. 09IOt12015 09N11201fi c M ED NG LIMIT S a 5000000 X ffE ANY AU70 I , BODILY INJURY(Per person) S' ALL OWNED SCHEDULED w x... AUTOS X AUTOS BODILY INJURY{Per accident) S X HIRED AUTOS AUTOS NON-OIANED 1 I I $ l ems* ! JANAG6 $ A „ 4` CO APICOLL MO S $5,900 UMBRELLALIAB.. .. ..� EACH OCCURRENCE - OCCUR EXCESS LIAB CLAIMS MADE l i AGGREGATE S OED i RETENTIONS S D WORKERS cOMPETiSATION jWC0182014-OD(ADS) �F, 091Dil1015. (0910112016 X %E.,R E OR r ANDEMPLOYfiRS'i1ABILITY A YIN ;. WG0182015-Of1 MA 09101615 1409,,10112o1fi ANY PROPRIETORIPARTNERIEXECU7IVE { )y E.L. ACCIDENT _ S 1000 fl00 OFfIC 4AM9EREXCLUDEDJ �NIAI -- - t (Mandatory In NH) WC DEDUCTIBLE.$500 000 EL DISEASE-CA EMPLOYE S 1004,000 :If pea,dascrFde under 'DESC IFTIONOFOPERATIONS6etaw '• ' E.L.DISEASE-POLICYLHNrr 5 1+ + DESCRIPTION OF OPERATIONS i LOCATIONS IV> NMES(ACORD jai;Additional Remarks Scheduia,may ha alkichodlf moea apace Is roqulredl Evidence of insurance. Z. CERTIFICATE HOLDER CANCELLATION r .; SotatCB►y Corporation SHOULD ANY OF THE ABOVE DESCRISED POLICIES BE CANCELLED BEFORE 3055CleatvlewWay . THE EXPIRATION. DATE THEREOF;, NOTICE WILL BE DE1.LIVERED IN, San Mateo:CA 99402 ACCORDANCE WITH THE POLICY PROVISIONS.: AUTHORIZED REPRESENTATIVE of Marsh Risk d h�stlrerlea Services : ChBrlesMamtftjo 01988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo also registered marks of ACORD ' o`\a� Version#53.6-TBD S o I a r C t January 27,2016 - RE: CERTIFICATION LETTER r� . Project/Job#0262588 0� JAW4 WIL IAM G o' Project Address: Ponte Residence - 67 Old-Kings Rd p TOMAN Santuit, MA 02635 STRUCTURAL fn No.51 554 AHJ Barnstable 'o,� 'Q�r SC Office Cape Cod ' a.� G1STIEAL _ Design Criteria: . s, 7/2016- -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 - MP1A: Roof DL= 12.5 psf, Roof LL/SL= 19.5 psf(Non-PV Areas), Roof LL/SL= 10.5 psf(PV Areas) - MP1B: Roof DL= 15.5 psf, Roof LL/SL= 19.5 psf(Non-PV Areas), Roof LL/SL= 10.5 psf(PV Areas) - MP2: Roof DL= 12.5 psf, Roof LL/SL=21 psf(Non-PV Areas), Roof LL/SL= 21 psf(PV Areas) " Note: Per IBC 1613.1; Seismic check is not required because Ss 0.19312 < 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 evaluationI 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 ASCE 7 standards for loading. The PV assembly hardware specifications are contained in the plans submitted for approval. 'Additionally a summary of the structural review is provided in the results summary tables on the following page. Digitally signed by Jason Toman Date: 2016.01 .27 14:17:21 07'00' 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY f(650)638-1029 solarcity.com AZ ROC 243771,CA MB an 104.Co EC&Sat,CT'HIC0832778,OG HIC 7110148%DC H371 MM.Oa,HILT-29770,MA MC ISW2.MO MHIC 128948,14,I 13VH49180800, ' OR COS 180498,PA 077343,TX TDLR 2700a,VVA0(:L:SOLARC'91907 6 2(113 30100tY,All rtpllts mservtut Version#53.6-TBD Qa�4a � y HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landscape Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1A 60" 24" 39" NA Staggered 64.7% MP1111 60" 24" 39" NA Staggered 64.7% MP2 63" 24" 39" NA Staggered 68.5% Portrait Hardware—Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPiA 40" 19" 65" NA Staggered 71.7% MP1B 40" 19" 65" NA Staggered 71.7% MP2 42" 18" 65" NA Staggered 76.0% Structure Mounting Plane Framing Qualification Results Type . Spacing Pitch Member Evaluation Results MP1A Stick Frame @ 20 in.O.C. 400 Member Impact Check OK MPSB Vaulted Ceiling @ 20 in.O.C. 400 Member Impact Check OK MP2 Stick Frame @ 21 in.O.C. 150 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. II 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com Ail ROC 243771,CA CSLB 8Wl04,CO EC 8041,CT HC OU32778.DC HIC 71101486,OC H18 71101488,HI C"f 29770,MA HIC 168W2,MD NIHIO 128948,.NJ 1WHO818O000. OR OC8180498,PA 077343.Tx TDLR 27000,WA CCL:SOLARC'91907,0 2013 SolerClly.All rights reserved.. STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1A° Member Properties Summary MP1A Horizontal Member Spans Rafter Pro erties Overhang 0.66 ft Actual W 1.50" Roof System Pro ernes �:>__. Span 1. 10:82 ft .at- Actual D�. `. y4o7.25"v, is Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Corn Roof` ry"°" 'S an 3" 7 .4 X" `°- 10:88 in.^2 Re-Roof No Span 4 S. 13.14 in.A3 Plywood Sheathing wo ,Yes. San 5� , F. I;", 4A. a .V& 47.63 in A 1*- Board Sheathing Solid-Shea thin Total Rake Span 14.99 ft TL DefPn Limit 120 Vaulted Ceiling "` ° 'No PV 1'Start 3.17 ft Wood S ecies' x SPF - Ceiling Finish 1/2"Gypsum Board PV 1 End 11.17 ft Wood Grade #2 Rafter Sloe 1, qQ'°:, .PV 2 Start A 1 - 1, , � �Fti,, �� ,,P 875 psi' Rafter Spacing 20"O.C. PV 2 End R, 135psi Top Lat Bracing 'Full PV 3 Start _ E ' .>�l 14000001psi l_, Bot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loading mary Roof Pitch 10 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 12.5 psf x 1.31 16.3 psf 16.3 psf PV Dead Load PV-DL 3.0psf x,A.31 b _>._ .63.9,psfg,, Roof Live Load RLL 20.0 psf x 0.70 14.0 psf Live/Snow Load r " 'ALL° SL1,2' ' °j 4P "30.0 psf' " ` rk 0.'65141 z 0.35 ' ' 19.5'psff I n. 10.5'psf Total Load(Governing LC TL 1 35.8 psf 1 30.7 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(C0(IS)py; Ce=0.9,Ct=1.1,Is=1.0 Member Design Summary er NDS Governing Load Comb CD CL + CL CF Cr D+ S 1.15 1.00 0.43 1.2 1.15 Member Anal sis Results Summary Governing Analysis Pre-PV Demand Post-PV Demand Net impact Result Gravity Loading Check 793 psi 688 psi 0.87 Pass v i [ALCUUATION=OF DESIGN WIND LOADS=MP1A - Mounting Plane Information Roofing Material - Comp Roof PV System Type _� -_ SolarCity_SleekMount'" Spanning Vents No ---,P Standoff Attachment Hardwarea° _ Comp Mount=Type C ._ , r. Roof Slope 400 Rafter.S acin k 20' O.C. ` Framing Type Direction Y-Y Rafters Purlin'Spacing ;r •'" .` X=X Purlins Onl - ^4 _ ,V; DNA. �s <� � �� � *,� � IL y� _ Tile Reveal Tile Roofs Only NA Tile Attachment System, :--s. : Tile Roofs Only :d NA- ti Standing Seam[Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 _ ,e-...,»,._ Wind D iesiesgn Method Partially/Fully_En closed-Methods Basic Wind Speed V 110 mph Fig. 6-1 Exposure CatCate o- w �-C., Section 6 5.6_3 Expo s —9!Y . Roof Style Gable Roof Fig.6-11B/C/D-14A/B MeariRoof Heiclht h' 15 ft Section 6.2• -- Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 T_*raphic'Factor Krt `1.00 ` °' Section 6:5.7' Wind Directionality Factor ICd 0.85 Table 6-4 Im ortancer Factor"P. v . ., W.- I Q,_."s I6 c„a .I e.. 41.0, n; . -Table 6-1 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..Pressure Coefficient Down GC pow 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.CantileverLandscap > =24 _ °x NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib ,.16,sf, PV Assembly Dead Load W-PV 3.0 psf Net.Wi d Uplift`at Standoff T-actual____ 323 Ibs ` " Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity,, .DCR w= . . 64.79/o X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 40" 65" Max Allovuable�Cantilever Portrait -� _ r:_19" NA w __ Standoff Configuration Portrait Staggered Max Standoff Tributary'Area '`R` ` - "I°Jrib`� 3 418 sf PV Assembly Dead Load W-PV 3.0 psf - Net Wind Uplift at Standoff, Tactual __ -359 Ibis _Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci °. "DCR ° .4. 77 p,; L STRUCTURE ANALYSIS LOADING SUMMARY AND MEMBER CHECK- MP1B , Member Properties Summary MPIS Horizontal Member Spans Rafter Pro erties Overhang 0.66 ft Actual W 1.50" Roof stem Pro erties San 1 :x:,. :� 11.02 ft " Actual D,T;, 7 25" &' ' Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Com Roof _:. ., S an 3 mot: . an O*,v A 10.88 in.^2 � . Re-Roof No Span 4 S. 13.14 in.^3 Plywood Sheathing Yes San 5 Ix 47.63 in.^4 Board Sheathing Solid-Sheathing Total Rake Span 15.25 ft TL Defl'n Limit 180 Vaulted Ceiling = 4 Yes'r PV 1 Start X 3.17 ft' Wood Species SPF r Ceiling Finish 1/2"Gypsum Board PV 1 End 11.17 ft Wood Grade #2 Rafter Sloe . . 6 " F 40°. PV.2 Start :: .-s a Fb;;:_"n ' 875 si .r Rafter Spacing 20"O.C. PV 2 End F„ 135 psi Top Lat Bracing _, Full,:,,- PV 3 Start.:; •,• E •x. r ,.1400000 psi, Bot Lat Bracing Full PV 3 End Em;,, 510000 psi Member Loading Summary Roof Pitch 10 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 15.5 psf x 1.31 20.2 psf 20.2 psf PV Dead Load V ' " PV- C' -1' 3:0 psf x 131 ._.IF .n. •-,." 3.9 psf ' ". Roof Live Load RLL 20.0 psf x 0.70 14.0 psf Live/SnowLoad d x>k ° �" �,� " �� `� ,4A 65 &J ki 0.35 '.��,19 5:psf,& „ 1�' 10:5 psf . l " , ALL SLR.. ._._ ,ti30.0� sf� '" Total Load(Governing LC TL 39.7 psf 34.7 nsf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)pg; Ce=0.9,Ct=1.1,Is=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + . I CL - CF Cr D+ S 1.15 1.00 1 1.00 1 1.2 1.15 Member Anal sis Results Summary Governin `Analysis Pre-PV Demand Post-PV Demand I Net Impact Result Gravity Loading Check 912 psi 802 psi 0.88 Pass t t d t , CALCULATION OF DESIGN WIND LOADS -MKB Mounting Plane Information Roofing Material Comp Roof PV System Type ' ;mom "Solardty:SleekMountT" - — — Spanning Vents No Standoff Attachment Hardware r 7 77, ° - _ � Comp;Mount.Type C-74 a��7 77 747 77, 77, Roof Slope 400 Rafter Spacing 20"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing_ - — —_ X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA ,Standing Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partally%Fully_Enclosed Method Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category — _ — r i, C _Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Hei ht .rw `-` h' 15 ft ria - � ''Sectiom6:2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 ,�.. Topographic Factor ,;, `.' Krt a 00 °' ° SSktion`6 5._7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor _ F), � n� u .� r 1.0 ,a, Table 6-1 v.._ 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:'Pressure Coefficient Down GC `�W 0.88: ;1; - ),�" � 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" Nax Allowable.Cantilever � u Landscapes 24" NA Standoff Configuration Landscape Staggered Maz.Standoff Tributary Area - —_Trib _ 116 sf' PV Assembly Dead Load W-PV 3.0 psf Net_Wind`UpliftAtStandoffa T=actual — -323Ibs. Uplift Capacity of Standoff T-allow, 500 Ibs Standoff Demand/Capacity,. DCRe X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 40" 65" Standoff Configuration Portrait Sta ey'ed Max Stand—off TributW-A_rea Trib 18 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff _ - ° _T_actual „ -359 Ibs' Uplift Capacity of Standoff T-allow, 500 Ibs Standoff Demand Ca aci t� ��_DCR-_ 77; =77 T 7,7 s STRUCTURE ANALYSIS- LOADING SUMMARY AND MEMBER CHECK MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Pro erties Overhang 1.16 ft Actual W 1.50" Roofs stem Properties San 13 .r,11:51 ft Actual D ` 7;25" -M Number of Spans(w/o Overhan 1 San 2 Nominal Yes Roofing Material Comp Roof. < 41 San 3 ,, _ _ .A ,10.88 in.^2 _ Re-Roof No San 4 S. 13.14 in.A3 Plywood Sheathing Yes San 5 _ _ Ix 47.63 in.A4 Board Sheathing Solid-Sheathing Total Rake Span 13.12 ft TL Defl'n Limit 120 Vaulted Ceiling ': No PV 1 StartP 2.00 ft Wood Species "' SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.50 ft Wood Grade #2 Rafter Sloe %r $ 15° ` . ,9 NO, PVa2 Starts P; ., a, ,q Fbter W4 !.ft„V- 875 psi Al' Rafter Spacing 21"O.C. PV 2 End- F„ 135 psi Top Lat Bracin v Full,, PV.3 Start<:, .., 1_ ;t s,E _,,.1400000 psi 'Bot Lat Bracing I At Supports PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 3 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 12.5 psf x 1.04 12.9 psf 12.9 psf PV Dead Load "'- :' °PV-DLI" '10' sf '�x. 1 04 1 "" rzp4 11=psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load, t- ALL SLi 2:` .30.0 psf A .r4,z 0.T, x 0.7 r! .`",- 21A psf '_,0' 0 21 0 psf ; Total Load(Governing LC TL 33.9 psf 37.0 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Cj(Ct)(IS)pg; Ce=0.9,Ct=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 0.51 1 1.2 1.15 Member Anal sis Results Summary Governing Analysis Max Demand @ Location capacity DCR Result Bending + Stress 958 psi 7.0 ft 1389 psi 0.69 Pass J { [CALCULATION_OF DESIGN WIND'LOADS Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity_SleekMountT" ' Spanning Vents No Stand ff.'Attachment Hardware = r r." 77 - Comp Mount Type Cn w w, "" 4 Roof Slope 150 Rafter,S acin ° z a ,21' O.C.. Framing Type Direction Y-Y Rafters Purlin_Spacing X-X Purlins On NA Tile Reveal, Tile Roofs Only NA T_e`R ofs Onl NA, Tile Attachment System _ y_ Standin _Seam_ra spacing �SM Seam Only NA Wind Design Criteria _ Wind Design Code ASCE 7 05 Wind Desi n Method U; Part'iall FuII Enclosed Method�, 5:z ---g --- _ Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category y C f f Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor 1.00° Section 6.5.7" Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor-. . .. I.0 t. N ,. . .. 1.0 ,. ;, _ Table 6-1 7 Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient' Down 's w .GC bow ad L&P0 45 '-&L,- Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC) Equation 6-22 Wind Pressure U -21.8 psf Wind Pressure Down 11.2 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 63" 39" Max Allowable Cantilever � 'Landscapes 24" _NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib Y 17 sf PV Assembly Dead Load W-PV 3.00 psf Net W d�Uplif�.t a Standoff, T actual. x., -343 Ibs1 ,s ,*6" Uplift Capacity of Standoff' T-allow 500 Ibs an St ��doff Deemand Ca aci DCR' _ .68.5%, E• _ X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 42" 65" Max Allowable Cantilever._� rtrait� -� Po 18" _NA Standoff Configuration Portrait Staggered Max Standoff_Tributary-Area $° Tribes " .. � aLL !IME "I'L19 sf {° ':" ' "' PV Assembly Dead Load W-PV 3.0 psf NetNet WindyUplift at Standoff Tactual 7380 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR 76.0% rl Ponte, John Page 1 of 2 `w SOLARWORKS =;SolarCity. SEARCH RESULTS SCHEDULE REPORTS CASES ALERTS AH] v16_01_A 02 _ User.SOLARCITYIcgruenstem Click here for new customer detail page JOBS:JB 0262588 00 (See Drawvvs) TRANCHE: kk� Notes Cases. Alerts Emails fSee Conoact Documents) = GROUPS:° L, " u� a ______. NAME:Ponte,John ADDRESS 67 Old-Kings Rd,Santuit MA 02635, • •United Slates Add Note - AHJ:See AHJ Requirements { PRIMARY John Ponte ,- 1 • 1 CONTACT:(508)737-2813 J RESERVATIONID jponte(lgcomcest.net Real-time capable Contact ID:1822448 ' Case Status Restrictions Cheryl 1262016 PERMIT SUBMITTED:Permit# Edit I GoToCase i Gruenstem 5,44.41 Building:Payment Method:Check No.: Manage contacts Status Log Edit Job Properties operations(Pv) AM .787123 Paid:$123.50 ETA:30 days per Welcome Call Page Contract Verification K Rebate Properties -_ - cape cod _MA Code Document Portal - "`' -. ------------------- -------- - r PERMIT SUBMITTED:Permit* a Electrical.Payment Method.Check No.: Customer Timeline: SeheduledDgtesr „ =„s-,m___ :y;, a 787124 Paid:$30.00 ETA 30days per _ CREATED: 01/22/2016^�~ START DATE: MA Code To be hand-delivered by.C. Gruenstem EST DESIGN COMP:. os/z2/zo16 •.. ,4 END DATE: .. -• - Alert Engine 1/27/2016 Edit i GoToCase ; d PROJECTED INSTALL: 07/08/2016-07/08/2016 REBATE EXPIRATION: 6:00:49 No Initial payment,no invoice needed. HQ PM INSPECTION COMPLETE DATE:0 , ' PTO DI 11_ Charmaine 1/27/2016 ''"""'"'""'",DOCS SENT OUT Edit I GoToCase INSPECTION Docs UPLOADED: ❑, (Firer permtfoider) Hickman 5:16:52 Documents already received?-Utlity Bill Business PM Who must sign the documentation? _ Processing Customer($)-John F Ponte Jr Name(s) - HQ Las Vegas listed on Utility Bill:John F Ponte Jr List Active Sales Rep:Jay Schildge each document and how it was Sent to - Calculations:Dreivflerchinger § - r, the Customer.Via DocPortal-Schedule ) ROLES: Concierge-Pie-Install:Jonathan Amedondo Z(Net Metering Agreement)v6.01.2015 -updated 6/16/2015-Exhibit H-updated EDIT Designer.Miles Adkins 6/172015-ACH Authorization Guide- Site Surveyor.Troyfidredge - Via FedEx 2 Day:...Sent tracking Structural/Civil Engineer.Jason Toman #782256272870.....Prepaid label return 'tracking#795110779738--PRM-Owner Authorization SALES REP:Jay Schildge-116512`=Sales(FEC) •Authorization_[Sola Ciit5 Own etsign only) OFFICE:I Cape Cod -v Schedule What does the customer need to AcrrvE:Yes -- ' provide?-Above listed documents Moving flow status to:Pending Contact - ❑.Fast Track ❑,UAG Approved Additional Notes:NA „ ❑Short Notice -,,'Customer Invoiced' Charmame 127/2016 iVERIFICATION ONLY Vented Primary ';Edit I GoToCase Hickman 5:15:30 '-Contract ID:1479302 Contract Record ❑Application Submitted Meter Meter Accessible Business PM Saved Confirmed New Contract ID: PROPERTIES: '- ,. processing 1525827 Interactive Pro osal with �- ,J.iCredit A proved ❑Final Pa ent Received HQ L V P �» P - y mr „ , as Vegas - ;Design sent to customer:--Yes c h ❑Sold Without Design - Additional Contract Final Documents ❑Treasu Grant 'Sent:Address Change?NA Name rY Change?NA:Add Signer?NA Remove SYSTEM SUE:5.98 kW DC .. ` Signer?NA Utility Specific Amendment? STATUS: Permit v�L NA.....Please list utility specific •0 .iA. -�. .. ... amendment:NA How were the above SUB STATUS:I Submitted VIP f - - listed Additional Amendments SENT to REBATE STATUS:Application Pending - - the Customer?-NA Moving flow status to:Closed:Complete Additional Notes: _ DESIGN COMPLEXITY: 2 y. v • > ` `-UB on file.Verified customer's name. ' and address.Email already sent to Troy Eldredge(5)1/27/2016-1/27/2016 Software Support to update City in SB . CREWS: Site Survey - (Case#:00104458) - UghtningLite,Jan 22 2016 6:33AM Alert Engine ,1272016_Return FedEx tracking number. - Edit i GoToCase - "-- --— 5:14:25 Modify Schedule Notes „ :,- ,= . HO .PM 795110779738 SURFACE TYPE: Camp Shingle Root _ �_ - Alert Engine 1/272016 r. - Edit I GoToCase MARKET: Residential v _ 5:14:24 FedEx tracking number:782256272870 PAYMENT:PPA'No initial payment ' HQ :PM - BILLING:Variable Production , Chanmaine 1/272016 r Edit I GoToCase . PRODUCT TYPE• System _--- v J .Hickman 5:09:03_ S - CONSTRUCTION TYPE' Retrofit trofit V` Business PM WORKING Processing " _... �, HQ Las Vegas I CHANNEL PARTNER: Best Buy - V _ Ed Gent 1/27/2016 Folks,In order to do an LST,don't we Edit GoToCase DESCRIPTION: " .tea Operations(PV) -1:36:07 need OCP on both ends of the feeders? Eversource Energy(NSTAR-Commonwealth Electric)(see cape cod PM We need to get a main in the panel I UTILITY'.Requirements) - , ;;believe.Please review and let me now.. , REFERRED BY: }� - '� Or we could set this up as an SPI to be POWERGUIDE:httpsJAvww.myr.olarcity com/Sham/ael33e45•d04f-46ec-acee- installed outside by meter.t a would 737889ec7250 •• -.__ - - need to involve on the input f the gear e - c.-, xi. ( - "' v. -r will installed on the front of the ' MYSOLARCrrY:hftps.7".mysolerdty.Com/7?r house.Miles,After you do your thing OveridelnstallahonGUID--ael33e45-d04f46eaacee- could you send this case to Jay and 7378B9ec725?,% a _ John so they.can confirm with H.O.?. .. Ja y,John Could you please get involved with the designer after he does Update - his thing?We really don't want to send �r � c � •`�' �' °' '�' ' -�� = ' I` -a out a crew without getting this set first. Status Log Manage SolarGuard Safety/Quality Reviews Thanks all,Ed Pick List Upload Gallery Photo � Update SOP• Thisjob- ""'. was -, .�,, n ,+ ..�: Alert Engine ,1272016 Edit GoToCase, Documents Edit Customer/JobProperties ConVadVerificagon 127:43 ApplictionCo plate tintoPermit- Fixture Filing Performance Guarantee Rebate Properties HQ PM Application Complete . Checkout Sheet Welcome Call Page Performance Gu ntee payments Jason Toman.• Stamped Edit I GoToCase, Engineering 8 https:Hsoleo.solarcity.com/ChartOld.aspx?InstallationlD=583155 1/28/2016 Assessor's office(1st Floor):. Assessor's map and lot number di Conservation Board of Health(3rd floor): Sewage'Permit number Engineering Department(3rd floor): ~°° o6 o• House number' �s esT 6. Definitive Plan`Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2-00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION / — I r 3 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit ac rding to the fo wing informati Location G � �� �� / Proposed Use ZoningDistrict Fire District Name of Owner D /a 044, - Address /! Name of Builder /L/ E A,(o!i" Address mat. sv- AAWr 0073 f Name of Architect Address Number of Rooms Foundation Exterior Roofing Floors Interior Heating Plumbing Fireplace Approximate Cost 10040 Area Diagram of Lot and Building with Dimensions Fee I OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable reg ing the a nstructio . Name Construction Supervisor's License %��a T PONTE, JOHN -No. 34776 Permit For RE-ROOF _ Single Family Dwelling +Location _ 67 Old "Kings Road b4 - - .COtLllt - ' owner Johns 'Ponte 9 M + Type of Construction Asphalt Plot Lot Permit Granted January 3 , "' 19 f 92 4 Date of Inspection's ��� 19 Date Completed 19 • ' 1 t � � � � I � � i 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. CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5, EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Ise SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER <VA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC . LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING 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 PV3 STRUCTURAL VIEWS PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION 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 • � REV BY DATE COMMENTS AHJ: Barnstable REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Commonwealth Electric) CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: PREMISE OVINER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE J B-0262588 �� PONTE, JOHN Miles Adkins T24 PONTE RESIDENCE SQ1arGty.BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: .,,!NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 67 OLD-KINGS RD 5.98 KW PV ARRAY ►PART TO OTHERS OUTSIDE THE RECIPIENTS MOomp SANTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (23) TRINA SOLAR # TSM-260PD05.18 SHEET: REV: DATE: Marlborough, MA Building 2, SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PACE NAME: T: (650) 638-1028 F: (650)638-1029 .. PERMISSION OF SOLARCITY INC. SOLAREDGE SE5000A—USOOOSNR2 (508) 737-2813 COVER SHEET PV 1 1/27/2016 (888)-SOL-CITY(765-2489) www.solarcity.com PITCH: 40 ARRAY PITCH:40 MP1 AZIMUTH: 131 ARRAY AZIMUTH: 131 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 15 ARRAY PITCH:15 MP2 AZIMUTH: 131 ARRAY AZIMUTH: 131 ' MATERIAL: Comp Shingle STORY: 2 Stories O D Inv AC I� AC , N a LEGEND Front Of House (E) UTILITY METER & WARNING LABEL ® env INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS © DC DISCONNECT & WARNING LABELS AC AC DISCONNECT & WARNING LABELS m DC JUNC11ON/COMBINER BOX & LABELS ® Q G DISTRIBUTION PANEL & LABELS W w to UPB JAS014 W IL IAM ❑ TOMAM a — — ® STRUCTURAL Lc LOAD CENTER & WARNING LABELS RUCTURE a CHANGE Na,�154 C! Q OM DEDICATED PV SYSTEM METER �' FSSf �l�4L �'� O STANDOFF LOCATIONS rn /27/2016 CONDUIT RUN ON EXTERIOR v A Digitally signed b Jason Toman ��— CONDUIT RUN ON INTERIOR a 9 Y 9 Y GATE/FENCE (E)DRIVEWAY Date:2016.01.27 14:17:34-07'00' Q HEAT PRODUCING VENTS ARE RED n r,,� lk 11 INTERIOR EQUIPMENT IS DASHED a SITE PLAN Scale: 3/32" = 1' 01, 10, 21' x PREMISE OWNER: DESMPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 2 5 8 8 00 CONTAINED SHALL NOT BE USED FOR THE PONTE, JOHN PONTE RESIDENCE Miles Adkins SolarCity.BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'" NOR MALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 67 OLD-KINGS RD 5.98 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES, SANTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St. Martin Drive,Building 2.Unit 11 THE SALE AND USE OF THE RESPECTIVE (23) TRINA SOLAR # TSM-260PD05.18 SHEET: REV: DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T: (650)638-1028 R (650)638-1029 PERMISSION OF SOLARCITY INC. ( � 7-2813 SITE PLAN TY INC. INVERTER. 508 73 PV 2 1/27/2016 (888)-SOL—CITY(765-2489) www.solarcity.com ., S1 q R; S1 iY• P - . TOMAhi _. STRUCTURAL _ �a,C��G�ffiTQ S��sOMAL � � 27/2016 (E) LBW fi - (E) LBW A SIDE VIEW OF MP1A NTs B NTs s� MP1A X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP1B X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES { LANDSCAPE .. 60° 24" STAGGERED 60° 24" • " . LANDSCAPE STAGGERED 40" 19" -PORTRAIT PORTRAIT40" 19" ROOF AZI 131 PITCH 40 RAFTER 2X8 @ 20"OC STORIES: 1 - ROOF AZI 131 PITCH 40 , ARRAY AZI 131. PITCH 40 RAFTER 2X8 @ 20"OC ARRAY AZI 131 PITCH 40 STORIES: 1 C.J. 2x6 @20"OC Comp Shingle r Comp Shingle S1 t J `PV MODULE • ` 5/1 6 BOLT WITH LOCK INSTALLATION .ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT _ ZEP ARRAY SKIRT (6) HOLE T HOLE WITH 11 =671.. Y - . SEAL REIT�ANE SEA ANT. ZEP COMP MOUNT C 1 Ow (E) LBW, ZEP FLASHING C (3) (3) INSERT FLASHING. ' SIDE VIEW OF MP2 NTs (E) COMP. SHINGLE (1) (4) PLACE MOUNT. C (E) ROOF DECKING (2) U INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) (5) SEA ING WASHER. MP2P X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTESTAGGERED WITH LS LAG BOLT EALING WASHER LOWEST MODULE SUBSEQUENT MODULES (6) INSTALL LEVELING FOOT WITH LANDSCAPE 63 24 D BOLT & WASHERS. PORTRAIT 42" 18" (2-1/2" EMBED, MIN) RAFTER 2X8 @ 21" OC ROOF AZI 131 PITCH 15 STORIES: 2 - ;. (E) RAFTER • ARRAY AZI 131 PITCH 15 #-5TA� C.J. 2x6 @21" OC Comp Shingle CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B—O 2 6 2 5 U U O O PREMISE OWNER: DESCRIPTION: DESIGN: T24.St. T R TH ■ TAINED SHALL NO BE USED FO E car, PONTE, JOHN' _ PONTE RESIDENC Miles AdkinsEBENEFIT OF ANYONE EXCEPT SDLARCITY INC., MOUNTING SYSTEM: olarC�ty NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 67 OLD—KINGS RD 5.98 KW PV ARRAY ®PART TO OTHERS OUTSIDE THE RECIPIENT'SMODULES SANTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH ,THE SALE AND USE OF THE RESPECTIVE (23) TRINA SOLAR # TSM-260PDO5.18 - arti"Drive, Building Z Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN 9iVER1ER PAGE NAME SHEET: REV.• DATEMarlborough,MA 01752 PERMISSION OF SOLARCITY INC. 7 — 1 T. (650)638-1028,F: (650)638-1029 rr SOLAREDGE SE5000A—USOOOSNR2 (508) 37. 2813_ _ STRUCTURAL VIEWS PV 3 /27/2016 (888)-SOL-CITY(765-2489) nww.solarcRycom- �- s GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE INV 1 —(1)SOLAREDGE SE5000A—USOOOSNR LABEL: A —(23)TRINA SOLAR 25 TSM-260PDO5.18 GEN 168572 BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:NoMatch Inv 1: DC Ungrounded UU # RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:2255412 Tie—In: Load Side Tap Inverter; 50 OW, 240V, 97.5,4 w Unifed Disco and ZB,RGM,AFCI PV Module; OW, 236.9W PTC, 40MM, Black Frame, H4, ZEP, 1000V ELEC 1136 MR Overhead Service Entrance INV 2 Voc: 38.2 Vpmax: 30.6 s INV 3 Isc AND.Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 125A MAIN SERVICE PANEL E� 10OA/2P MAIN CIRCUIT BREAKER (E) 125A DISTRIBUTION PANEL Inverter 1 • CUTLER—HAMMER Disconnect CUTLER—HAMMER JEMG Disconnect 3 SOLAREDGE ASE5000A=US000SNR2 MP 2: lx11 30A 2aov i---------------------- ----------- ------------------ A L7 I B L2 DC+ 1 I 10OA/2P N DC I 2 F ----- .� (E) LOADS ______ GND - EGC/ DC- ' gaip A r_--- GND _ GEC -- T N DG _ C MP 1: 1x12 I /� B I 1 �• I - GND -- Ems- -------------------- ------------ G ----- t�------------ I (1)Conduit Kit; 3/4" EMT N 1. I N EGC/GEC _ 1 z Z. --- GEC L----- ----- GEC♦ TO 120/240V SINGLE PHASE UTILITY SERVICE PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX.VOC AT MIN TEMP POI (2)G51,1,d R' A (1)CUTLER—HAMMER #DG221NRB /� PV (Y3)SOLARE GE0 ti3�2N300WSH4, DC to DC, ZEP DC // � Disconnect; 30A, 24OVac, Fusible, NEMA 3R A P (2)ILS00 /IPC 4/(i (1)CUTLER—�IAMMER DG030N8 (1)AWG 6, Solid Bare Copper Insulation Piercing Connector; Main 4/0-4, Tap 6-14 Ground//NNeutral it; 30A, General Duty(DG) nd LS LOAD SIDE TAP. DISCONNECTING MEANS SHALL BE PER NEC. —(1)CUTLER—HAMMER #DS16FK —(1)Ground Rod; 5/8" x-B', Copper Class R Fuse Kit —(2)FERRAZ 0AA25 T# TR30RKS PV BACKFEED OCP (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL Fuse(1)CUTLER—HAMMER 0 DG221URB ELECTRODE MAY NOT BE REQUIRED DEPENDING ON.LOCATION OF (E) ELECTRODE B Disconnect; 30A, 24OVac, Non—Fusible, NEMA 3R —(1)CUTLER—{1AMMER !!DG03ONB Ground eutral it; 30A, General Duty(DG) 3 � 1 AWG#10, THWN-2, Black 2 AWG g10, PV Wire, 60OV, Black Voc* =500 VDC Isc =15 ADC (1)AWG#10, THWN-2, Red O 9 TI (1)AWG#6, Solid Bore Copper EGC Vmp 350 VDC Imp=8.07 ADC LL(1)AWG#10, THWN-2,White NEUTRAL Vmp =240 VAC Imp=21 AAC _ _ . . . . (1)Conduit Kit; 3/4',EMT, , . .. . . . . . . . . . . . . . . .. . . . . —(1)AWG S,.1NWM-2,,Green . . EGC/GEC-(1)Conduit.Kit;,3/47.EMT... . . . . . _ , , (2)AWG #10, PV Wire, 600V, Bladc Voc* =500 VDC Isc =15 ADC O ff(1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=8.8 ADC . (1)Conduit Kit; 3/4 EMT. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J B—0 2 6 2 5 8 8 0 O PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: ■ CONTAINED SHALL NOT BE USED FOR THE PONTE, JOHN PONTE RESIDENCE Miles Adkins �,�SolarC�ty. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: "� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 67 OLD-KINGS RD 5.98 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: SANTUIT MA 02635 THE SAILLE D USEE OF CEPT IN CONNECTION THE RESPECTIVE (23 TRINA SOLAR TSM-260PDO5.18 24 St. M�ba°ou�Building 0 z Unit 11 PAGE NAME - SHEET: REV: DAIS SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028'F: (650)63B-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE5000A-USOOOSNR2 (508) 737-2813 THREE LINE DIAGRAM PV 4 1/27/2016 (BBB)-SOL-CITTY(765-2489) www.solarcity.com P WER SOURCE WARNING:PHOTOVOLTAIC PO • • • .• • • "• • • WARNING WARNING ELECTRIC SHOCK HAZARD • ELECTRIC SHOCK HAZARD • ' 1 DO NOT TOUCH TERMINALS 1 THE DC CONDUCTORS OF THIS 1 •- • • TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE • : PHOTOVOLTAIC DC LOAD SIDES MAY BE ENERGIZED UNGROUNDED AND ••- IN THE OPEN POSITION MAY BE ENERGIZED DISCONNECT .•- • • PHOTOVOLTAIC POINT OF MAXIMUM POWER- INTERCONNECTION _ POINT CURRENT(Imp)�A • WARNING: ELECTRIC SHOCK •� • MAXIMUM POWER-_ •• HAZARD. DO NOT TOUCH POINT VOLTAGE(Vmp) ' 1 • 1 v .'1 TERMINALS.TERMINALS MAXIMUM SYSTEM_ BOTH THE LINE AND LOAD SI SIDE VOLTAGE(Voc) v MAY BE ENERGIZED IN THE OPEN UIT POSITION. FOR SERVICE SHORT-CIRC CURRENT(UIT=Isc) A DE-ENERGIZE BOTH SOURCE AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT MAXIMUM AC OPERATING VOLTAGE V WARNING ELECTRIC SHOCK HAZARD 1 IF A GROUND FAULT IS INDICATED NORMALLY GROUNDED .•- • • CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED CAUTION DUAL POWER SOURCE `- ••- SECOND SOURCE IS �.1 •, PHOTOVOLTAIC SYSTEM WARNING ' ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS ' 1 CAUTION • TERMINALS ON BOTH LINE AND ••- LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM IN THE OPEN POSITION CIRCUIT IS BACKFED • 1 • DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT WARNING '• INVERTER OUTPUT -• • - • CONNECTION PHOTOVOLTAIC AC DO NOT RELOCATE ' • THIS OVERCURRENT DISCONNECT ••" DEVICE ' MAXIMUM AC A ' .0 •.• OPERATING CURRENT ••. _ MAXIMUM AC OPERATING VOLTAGEJI Label Set V •1 '• • • • San Mabeo,CA 94402 • • r • • a P �SolarCity ®pSolar Next-Level PV Mounting Technology ^SolarGty ( ®pSolar Next-Level PV Mounting Technology Components - Zep System for composition shingle roofs �. ., p-roof .,. - Leveling Foot r Ground Zep 7ntertmck (Key slde shmn)-- Part No.850-1172 �1t loot --- ETL listed to UL 467 Zep campa"k PV Mbdule as zep G roeve ��+►"' . Rood Attadrment Array Skl.1 .�-- Comp Mount - Part No.850-1382 Listed to UL 2582 Mounting Block Listed to UL 2703 Description talon PV mounting solution for composition shingle roofs -y ~FeOe� Works with all Zep Compatible Modules oMPp Auto bonding UL-listed hardware creates structural and electrical bond • Zep System has a UL 1703 Class"A"Fire Rating when installed using modules from any manufacturer certified as"Type 1"or"Type 2" Interlock Ground Zep V2 DC Wire Clip V� LISTED Part No.850-1388 Part No.850-1511 Part No.850-1448 Specifications Listed to UL 2703 Listed to UL 467 and UL 2703 Listed to UL 1565 • Designed for pitched roofs • Installs in portrait and landscape orientations • Zep 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 • Zep System grounding products are UL listed to UL 2703 and UL 467 r' • Zep System bonding products are UL listed to UL 2703 • Engineered for spans up to 72"and cantilevers up to 24' loft • Zep wire management products listed to UL 1565 for wire positioning devices • Attachment method UL listed to UL 2582 for Wind Driven Rain Array Skirt,Grip, End Caps Part Nos.850-0113,850-1421, 850-1460,850-1467 zepsolar.com zepsolar.com Listed to UL 1565 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of ZepSolars products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. Document#800-1890-001 Rev A Date last exported: November 13,2015 2:23 PM Document#800-1890-001 Rev A Date last exported: November 13,2015 2:23 PM l�'=e " $ a$o al' ' • • SolarEdge Power Optimizer Module Add-On for North America P300 / P356 / P400 SolarEdge Power Optimizer Module Add-On for North America (for 60-cell P30O P350 P40D PV for 72-cell PV (for 96-cell PV modules) modules) modules) P300 / P350 / P400 • IIINPUT 'a. .'..T - Rated Input DC Power" _:.. 300 _- 350._. _ ................:.................................................................... ..... ........................ Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc - .........................................................................................:......:........................................... ... .... ........ .- r. - MPPT Operating Range 8-48 8-60 8-80 Vdc ..... ................................................................................................................................................ .. ....... Maximum Short Circuit Current(Isc) 30 Adc ................................................................................................................................................................ .............. .. .Maximum DC Input Current 12.5 Adc - - ......................................... .... .... ...... ........... ........... .. v y : Maximum Efficiency.........:.. 99.5 - ..............PPFI..... ......- ......... ..... ......... ................I................ .. .. .... Efficiency - _ ...... .................................................................................................................................................. ............. _ Overvoltage Category II - .- - !OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) - _ Maximum Output Current ........... .... .... ................. .... 15. ........ ......... Adc.... Maximum Output Voltage 60 Vdc )OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) - I •- ..t Safety Output Voltage per Power Optimizer 1 - Vdc ` )STANDARD COMPLIANCE - - f+x ¢ EMC FCC Part15{lass B IEC61000 6 2 IEC61000 6 3 ` '• --r+C ,-Safety IEC62109-1(class II safety),UL1741. ...... ........................................'...........:... .......::. .. ...... .... ... ..... ........................ ...... RoHS Yes - - -- " - (INSTALLATION SPECIFICATIONS - Maximum Allowed System Voltage 1000 . Vdc- Dimensions(WxLxH) - 141 x 212 x 40.5/5.55 x 8.34x 1.59 mm/m ......................................................... ................................................ ..... ....................... ............. - . Weight)including cables)............. :............950/Z:1.......... . Input Connector ...............MC4/Amphenol/Tyco - - -- Output Wire Type/Cdnnector - - Double Insulated;Amphenol - ........................................ ... ..............................:.................................................................. ............. .......... Output Wire Length....".._... 0.95/3.0 I - 1.2/3.9 m/ft ................... ................................................................. ............ - �.# `_ Operating Temperature Range M.+85/40 +185 C/•F Protection Rating...........:. IP65/NEMA4...........f..............::. - . -,- - ................... .................................:............... ............ .. .... Relative Humidit 0-100 _ .................................................................................................................................. .................... ..... _ � mn:rea src ow�o.mmomoan.moemo or„a,o sx rowr<miorn<o mmwoa � a':. . PV SYSTEM DESIGN USING A SOLAREDGE' -.,. ' THREE PHASE =THREE PHASE - • • .t SINGLE PHASE , . INVERTER-"-' u.". F,.. 208V �z.. 480V. PV power Optimization at the module-level - .Minimum String Length(Power Optimizers) .......................................................... ............................................... — Up to 25%more energy Maximum String Length(Power Optimizers) 25 25 50 - ....... ............................................................ 'Superior efficiency(99:5%) !" - - �,., Maximum Power per String 5250 - - 6000 12750 W ., ............... ........................................................................ ................... .... .. — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading _ - Parallel Strings of Different Lengths or Orientations - Yes t Flexible system design for maximum space utilization - - - Fast installation with a single bolt - - - . ..: - Next generation maintenance with module-level monitoring •" Module-level voltage shutdown for installer and firefighter safety 8 USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA WWW.SOIaredge.uS I THE Trinamount MODULE TSM-PD05.18 Mono Multi Solutions - DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC unif:mm Peak Pnwar Wntta-P...x(Wr) , ?45 l 250 1 255 i 260 r • 941 i Power Output Tolerance-PMnx(%) 0-+3 i THE Trinamount m 30.3 Maximum Power Voltage-VMr(V) 8.2 8.27 8.37 30.6 8.50Maximum Power Current-IMrr(A) 8.20 8.27 8.37 8.50 a- c i Open Circuit Voltage-Vac(V) If �37.8 = 38.0 � 38.1 { 38.2 "nm t t. e-o ,z S Short Circuit Current-Isc(A) 8.75 8.79 8.88 9.00 - wsrnui"cHOLE ' Module Efficiency qm�(%)- ,� 15.0 15.3 �. 15.6 ,# 15.9 MODULE STC:Irradiance 1000 W/m',Cell Temperature 250C.Air Mass AMI.5 according to EN 60904-3. Typical efficiency reduction of 4.5%at 200 W/m2 according to EN 60904-I. ELECTRICAL DATA @ NOCT - Maximum Power (Wp) 182 l 186 190 193 60 CELL 1 .�Maximum Power Voltage-Vmr(V) 27.6- 28.0 28.1 28.3 tl , 111 Maximum Power Current-Impp(A) 6.59 [ 6.65 6.74 6.84 Y MULTICRYSTALLINE MODULE `'°"°°"°'"`"° A !!! WITH TRINAMOUNT FRAME12 "a E A I Open Circuit Voltage(V)-Voc(V) 35.1 35.2 35.3 35.4 Short Circuit Current(A)-Isc(A) 17.07 7.10 7.17 7.27 y I I NOCT:Irradiance at Boo W/m',Ambient Temperature 20°C,Wind Speed I m/s. 245-260W A� Po05_la 8,z ,Bo Back view POWER OUTPUT RANGE MECHANICAL DATA - Solar cells 1•Multicrystalline 156 x 156 mm(6 inches) Fast and simple to install through drop in mounting solution I Cell orientation 60 cells(6 x lo) y�/.y - Module dimensions. 1650 x 992 x 40.mm(64.95 x 39.05 x 1.57 inches) ' 15 9/ V y t Weight 21.3 kg(47.0 Ibs) MAXIMUM EFFICIENCY 1 Glass- 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass , A-A IBacksheet White I I ® Good aesthetics for residential applications Black Anodized Aluminium Alloy with Trinamount Groove ` Frame ` t IP 65 or IP 67 rated �V/y i I-V CURVES OF PV MODULE(245W) ( C Box f 0/V 3,O Cables �.Photovoltaic Technology cable 4.0 mm'(0.006 inches'), . r to. }1200 mm(47.2 inches) POWER OUTPUT GUARANTEE am "`m' `Fire Rating Type 2 ` Highly reliable due to stringent quality control 6. m I • Over 30 in-house tests(UV,TIC,HF,and many more) 1 s.- As a leading global manufacturer • In-house testing goes well beyond certification requirements 4- TEMPERATURE RATINGS MAXIMUM RATINGS i of next generation photovoltaic 20oW/m2 Nominal Operating Cell 44°CI+2°ci Operational Temperature j 40-+g5°C y � } products,we believe close 2.m Temperature(Hoer) t cooperation with our partners {Maximum System 1000V DC(UQ .) _ 0.40 Temperature Coefficient of Psnn -0.41%/°C F (Voltage 1000V DC(UL) is critical to success. With local r o.°� to.- y zom 3om bo.m t III 1 presence around the globe,Trina is voltage(v) Temperature coefficient of vac -0.32%/°C Max Series fuse Rating 15A able to provide exceptional service i Temperature Coefficient of Isc 0.05%rC to each customer in each market Certified to withstand challenging environmental r --- -and supplement our innovative, t conditions r reliable products with the backing ��✓� • 2400 Pa wind load WARRANTY of Trina as a strong,bankable • 5400 Pa snow load partner. We are committed - 10 year Product Workmanship Warranty to building strategic,mutually i r 25 year Linear Power Warranty�� beneficial collaboration with - --m- installers,developers,distributors (Please refer to product warranty for details) <� I and other partners as the backbone of our shared success in i j CERTIFICATION F driving Smart Energy Together. I LINEAR PERFORMANCE WARRANTY PACKAGING CONFIGURATION p _•_ C. a' 10 Year Product Warranty•25 Year Linear Power Warranty 4�y ,a,m a sp Modules per box:26 pieces w Trina Solar Limited A Modules per 40'container:728 pieces www.trinosolar.com 3l00% Ad ® - ' --- o L 1 d(tl hot volve irorp Trl ooM"ANr t d 90% no SolOr$ epr n o o : Warr CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. 6aO 1 ®2014 Trina Solar Limited.All rights reserved.Specifications included in this datasheet are subject to Trinasolar Bo% THnasolar change without notice. i Smart Energy Together ' rears s o s 20 2s Smart Energy Together <e pe OMPp ■.Trinastandard - - I3 Industry standard--_ - i THE.Tminamount MODULE TSM-PD05.18 Mono Multi Solutions • - . . i. - -DIMENSIONS OF PV MODULE t ELECTRICAL DATA @ STC 1 unit:mm t r _�. 25 1. Peak Power watts-Pxlt^/PI 1 :250 255 I 260 � I� 265 x,A u - - f 941 • � �Power Output Tolerance PMnx 0-+3 Maximum Power Voltage Vmv(V), C 30.3 I 30.5 ,.. 30.6 I .30.8 T H Erinam _ ox 6 Maximum Power Current Imry(A). 8.27 Y 6.37 t 8.50 8.61 O �;' N^Er c Open Circuit Voltage-Voc(V) -38.0 C 38.1 S u38.2 1 38.3 Hnp^" i Short Circuit Current-Isc(A) 8.79 8.88 9.00 9.10 i ote � 1 I 8 Module Efficiency qm(%) _ 15.3 15.6 15.9 16.2 i , • v ,� - � � � � IT C Irradiance 1000 W/m'.Cell Temperature 25 GC.Air Mass AM1.5 according to EN 60904-3. MODULETypical efficiency reduction of 4.5%at 200 W/m'according To EN 60904-1 , ° - ELECTRICAL DATA @ NOCT - F ;)Maximum Power Prnnz 19 193 197 F It Maximum Power Volta a-Vmr V- 28.0 28.1 28.3 28.4 60 CELL �; � g _, , .i � � � �'`.. . Tk Maximum Power Current-IMar(A) { - 6.65 6.74 6.84 6.93 MULTICRYSTALLINE MODULE Pp `°°""°""°'"`"°" A A Open Circuit Voltage(V)-Voc IV) 35.2 35.3 35.4 35.5 05.18 6xN"ou !! I ( • L r • WITH TRINAMOUNT FRAME �° F e -Isc �. zto . ,4. ..-.Z17.. J _ .7.27 1...m735.. TMr T • NOCT:Irradiance i i at W/M',Ambient- ....,.-. ,�• - - Temperature 20°C.wind Speed 1 m/s. � 250-265W 812 F ° • Back View 1 MECHANICAL DATA - _t POWER OUTPUT RANGE * 6' r Solar cells 1 Multicrystalline 156 x 156 mm(6 inches) W . Fast and simple to install through drop in mounting solution ` Cell orientation bo tens(b,lo) • P Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) 1 //� Weight 19.6 kg(43.12lbs) ■ 6.27 - .. -- $ [f iii lass 9 Transmission, C Glass - - 13 4 - ,a G ��3.2 mm(0.13 inches),Hi h Tran 'ssion,AR Coated Tempered MAXIMUM EFFICIENCY lBaaksheet� White _ Frame }Block Anodized Aluminium Alloy Good aesthetics for residential applications - (. t �J Box IF 65 or IP 67 rated l -_. Cables 0 ( 0 h 111 s. /V�./� .: C s Photovoltaic(47.Technology cable 4. mrn' 0. Ob inc es') 0 Iti+3 o ' (ODt _ If 00 mm(47.2 inches) ` 1•V CURVES OF PV MODULE(260W) 4 - i Connector H4 Amphenol • POSITIVE POWER TOLERANCE '°.60 11 - ,. Fire Type _ _ UL 1703 Type 2 for Solar City Highly reliable due to stringent quality control f �t �r�I • ( y ) - y '� 6°fiw m• TEMPERATURE RATINGS h Over 30 in-house tests UV,TIC,HE and man more As a leading global manufacturer \ In-house testing goes well beyond certification requirements NGS MAXIMUM RATINGS of next generation photovoltaic / € 6.00 ; • _- - 4- � _, - r v • PID resistant Nominal OperatingCell- i - Tem erature -40-+85°C �- products,we believe close �. ° °'0° Temperature(NOCT) 44°C(±2°c) p I cooperation with our partners <. ,• 6.60 } [Operational aimum System 1000V DC(IEC)is critical to success. With localz.00 r 4 Temperature Coefficient of P- -0.41%/°Coltage 1000V DC(UL)pfesence around the globe,Trina is r I t 00 t Temperature Coefficient of Voc L-0.32%/°C, ax Series Fuse Raring 1 15A 1 I able to provide exceptional service 000 ¢¢ - to each customer in each market Certified to withstand challenging environmental ° ° _° 3U 66 i Temperature Coefficient of Isc 0.05 and supplement our innovative, conditions y.�•M reliable products with the backing • 2400 Pa wind load of Trina as a strong,bankable ~- 5400 Pa snow load + WARRANTY partner. We and committed 4` T- - t0 building Strategic,mutually CERTIFICATION i` l0 year Product Workmanship VZrranty 4 beneficial collaboration with ! 25 year Linear Power warranty ' installers,developers,distributors p 1'==1 '(D. $P' 1 y 1 a and other partners as the b ° U3 Please refer to fortlatails -I rur[o o backbone of our shared success in a�a ' - driving Smart Energy Together. F LINEAR PERFORMANCE WARRANTY t eu-z6weee PACKAGING CONFIGURATION `o - 10 Year Product Warranty•25 Year Linear Power Warranty camp"^"' Modules per box:26 pieces z wI Trina Solar Limited Modules per 40'container:728 pieces - www.trinasolar.com ;t00% f - . Addifion0l v 1 , f a 90% Ol Ue�a�rilD�s�lar'S 11near wQrr011i, 1. r CAUTION:READ SAFETY AND INSTALLATIONINSTRUCTIONS BEFORE USING THE PRODUCT.. pOMP4Tje Trinasolar Tr,nasolar change without Solar Limited.All rights reserved.Specifications included in this datosheet are subject to 4n O 80% � than ewithout notice. Smart Energy Together Smart Energy Together fib/ ` i Years 5 10 IS 20 25 - 1.. � eaMPP'� .t om .. -�,■Trinastandard _- I3 Inclustty. andarcl.T solar a r=ee Single Phase Inverters for North America soIar _ SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE10000A-US/SE1140OA-US SE3000A-US SE380OA-US I SE5000A-US I SE6000A-US SE760OA-US I SE10000A-US I SE11400A-US OUTPUT. , ® ; 9980 @ 208V S o I a r E d g e Single Phase Inverters Nominal AC Power Output 3000 3800 5000 6000 7600 10000•(a1240y 11400 VA .. 5400 @ 208V 10800 @ 208V Max AC Power Output 3300 4150 5450•(al_240V,. 6000 8350 10950,�a1,240V 12000 VA P North America ................ ...... ....... .. For 1 V 01 1 A 1 1 1 G 1 (C AC Output Voltage Min.Nom.-Max.11 183-208-229 Vac SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ Output vol .Max.... ................ ................................................ ............................................................... AC Output Voltage Min:Nom:Max!3i � � � ol SE760OA-US/SE1000OA-US/SE1140OA-US 211-240-264 Vac .�AC Frequency Min.:Nom:.Max.!'1..... .••.••.••.•••• ���..��•�•�•••59.3-60-60.5.(with HI country setting.57.-.60•;60.5)•.•.•........ .........••••••• ..Hz.... 24 @ 208V 48 @ 208V Max.Continuous Output Current• .-...12.5.•.•••� .. 16.. ..I..21.(a 240V;..I.......25. ..,I......32....... 4... .. ..42 @.240V... ............................. GFDIThreshold ..............................................................1........,.........................................................A i. Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes ;INPUT 1 "per a Maximum DC Power(STC) 4050 5100 6750 - 8100 10250 13500 15350 W verte� >„ ..................... .... ................ ......... fd ,2.2rJ P,f Transformer-less,Ungrounded Yes —...:..pgi` ..Max.Input Voltage... ............... ........................................ .............500......................................................... Vdc... .m d Yeats ;c° �� Wa,KantY r=" Nom:DC Input Volt age................. ................ ..•_...__.. 325 @.208V/350@240V................ 33@208V ...••......••• ........... 4ay�ano5.,.�" Max.Input Currentm .__9.5......I......13.,....L.155.°1..240V..L......18......I.......23.......L.30;5,.&). 40V..�......34.5..........Adc.... - Max.Input Short Circuit Current • .................................................... ,••45 Adc ..Reverse-Polarity.Protection.......... .......................................... .......Yes ...................................................... ......... •�_ .......... ....... ........... .. .. .. .... Ground-Fault Isolation Detection 600ko Sensitivity ........... l 1. Maximum Inverter Efficiency.,..•.•••• .....97.7 98.2 9S_3 ... 983••..• 95....•• •• ... 98 j T CEC Weighted Efficiency.............•. .....97.5...... .,....98 97.5 97.5 97.5 % 98 240y..L.....97.5..... .....97.5....... 97@208V 975 � 97 5 @.240y............................... Nighttime Power Consumption <2.5 <4 W I ADDITIONAL FEATURES a Supported Communic ANSI C ation Interfaces RS485:RS232,Ethernet,ZigBee(optional) .... ...... ......... .. .. .... Optiona ...................l.31. ................ ` Revenue Grade Data, 12.1 1 .Rapid Shutdown—NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed)") -- -- --- - 6 STANDARD COMPLIANCE _ I Safety................................... ....... UL1741,UL36998,UL3998 CSA 22 2 ...................................:.............. kt ........... F 1 •_ Grid Connection Standards IEEE1547.... .................................. ......... .. Connection Standard.......... ........ ............ ....... ' --<•—• - ---' Emissions FCC part15 class B ;INSTALLATION SPECIFICATIONS AWG range 3/4"mm mlmu /16 6 AWG 3/4 minimum/8-3 AWG DC input conduit size/A of strings/ 3/4"minimum/1-2 strings/16-6 AWG 3/4"minimum/1-2 strings/ - •.,. •AWG range ...... ............ .... .. .............................................................................. .... 14-6AWG ....30.Sx 12.Sx 10.5/ in .. .. r.. Dimensions with Safety Switch / '. #. 30.5 x 12.5 x 7.2/775 x 315 x 184 -; ,��.,.t' - t I. •.(HxWxD).....,,,,,, 775x315x260 mm i ..................... .....:.......................................................... ............ ..................................................... kg Weight with Safety Switch............. ..........51.2/23:2..........I...................54.7/24.7.. ................................/,40.1.............Ib/...... _ Natural convection Cooling Natural Convection and internal Fans(user replaceable) �. fan(user - The best choice for SolarEdvpe enabled systems ........................................... ...................................25.................................. .replaceable)..........<..50...................................... b 1 Noise dBA - integrated arc fault protection(Type 1 for NEC 2011690.11 compliance Min:Max.Operating Temperature Isl g P ( Yp. ) p .... ....... ... ... r13 to+140/.25to+60(-40to+60 version available.) ... ...• F/'C ............. - - Superior efficiency(98%) Protection Rating....................... .. ................................ NEMA 3R..... .... .. .. ............................................... — Small,lightweight and easy to install on provided bracket Per other regional settings please contact SolarEdgesupport iU A higher current source may be used;the inverter will limit its input current to the values stated. — Built-in module-level monitoringpl Revenue grade inverterP/N:SE—A-US000NNR2(for 760OW inverter:SE760A-US002NNR2). - . (4)Rapid shutdown kit P/N:SE1000-RSD-51. — Internet connection through Ethernet or Wireless Isl-40 version P/N:SEuuA-USOODNNU4(for 760OW Inverter:SE7600A-US002NNU4). — 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 . sunsr RoHS USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us 8': Q SoiarEdpo Technologies,Inc.All rigois oa—ed.SCLAREDGE,if)-SolarEdgo logo,OPTIN41ZED BY SOLAREDGE