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0062 SUDBURY LANE
6a Sud6�,,cy .�NE l �� , ' TOWN OF BARNSTABLE Permit No. _24604 f. ; ----------- - - I DRUM= ; Building Inspector DUL Cash pr OCCUPANCY PERMIT Bond 1 Issued to Capricorn Realty Trust Address Lot 40, _62 Sudbury-Lane, Hvanni�_ WiringIns �'� Inspector � '! y � � Inspection date Plumbing Inspector �" . � Inspection date yeas Inspector i R -' <i n v�r r bpi Inspection date yt, X Engineering Department f , Inspection date Board of Health in date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. '� Building Inspector IV07 OR 20 Fy M/Iii. z`,4CH/1VG P/T ARE MORE TNA.-V /2"SELON/ /N 1RAL7E, �i 24�O/AM ETER CONCR ETA COVER 3 /O M SNALL BE &.eo&GHT TO GRADE.�.+,V EXT,E'A GONGRL'rE PVC pip-- LYe,4Vy CAST /SON G,Oi/ER Sf/ALL C3E CISEc7 M/N. P/TCN /F//V DR/VElVA y COVERS 2% MiN. CONCRETE. A :;a G.?•9oE Cd h!ER CLEAN .SAND 7. UQtI/D LEVEL =- ��� a LAYER 4 RONP/PE 1000 OF //8�- /B "nV.P/TC�I/ G.4L. 1 •eo t • • • . • • • r e •ems WASHFO STONE PEA rr. SEPTIC TA/V/C o/sT. , 1 • . . • , . . BOX o r • • t B . • • . • r • � 1r; • r •EFiECT/VG• • �• e r • ® D1=PTJN • • t o o WAS1dE0 STONE 4 7 0. • O ' PRECAST SEE.FAOE r • • • • • 1 • p •�P 7Sr- so e o P/T OR £QU/V. lNY&A"r EL ENAT/vNS p/T c,� a r y. 5 4 2 GAcw� INVERT:AT QL/ILDING 93 S FT INLET SEPTIC T�4NK 9 3,3 FT l O O/A/y C(SEE TsoBULATION� OUTLET SEPTIC TANK. INLET DISTR/BUT/ON BOX �Z` FT SECT/aN. OF GROuNO NITER TABLE ouTtET•oisTR/BurioN eox 5?-� FT „ SEWAGE O/Sf�O�TA t SYST'EM INLET LEACHING PIT AFT. TABIlLAT/®!Y t L EACH//VG p/T D/HENS/O N A DES/G/Y CRITERIA scAt_E . %4 NL/IN8ER OF BEDROOMS _ D/HENS/GN C �` FT. /yt/N. GAROAGED/SPOMI- UN/T Alo SOIL LOG TOTAL ESriMATED F H 3 Lo / 3 0 0.4t./DAY SO/L TEST Al SOIL I S 2 SD/L TEST NUMBER QF 40ACN/NG P/73 1 f`ELEY. g•/ f"�ELFY. OATS 0.= SOIL TEST 5/2 4 8 z S/0E LEACH/NG PER P/T �9' $it PT. RESULTS PV/TNESSED 8Y J,RE- GiFFo2i� t aorT'oM 4z4CN/NG PER P/T so. L PERC0LA'r10M RATE,01 LLLf s M/IvI//NCH' TOTAL LEACH//VG AREA 2-" SQ, f7. Sv/3 Sc�/L PEhCOLAT/ON RATE A MH RESERVE LEACN/N6 AREA�SQ. f T. - 2.v OF �N _�,: /itC01 U/I Lv T 40 Gt/.4 yt Rio RP- elm v ORSE y 4 a o.ios1&moo��Q n• EL DREDGEE/VGI/VjW)?I VG CO,INC. 1 0 pp�FSGisT����? " CCC=V, �tZ1 7/Z MAIN ST. , HYAAIA11S. MAST. Hp SUMS SlONAL c /v0 GRoUNt7 YY.4TER ENCOUIVT1rREG CL/EA/T.F2A Ale 0 DRTE 1 ►tf z- '* ' ! • GI GM UA/0 WATER AT ELE1� - .JOB No.. $/2 J S SHEET OF A i I' Z 1 oa' w i L)-rt-1 L IL F.S. 8. C to" Se2 S. f3. .. g bc IV J a' To SST Nock s 1: 30 1p X,f 0 O '. bE�►c.N: T'I3" Ac. 0 9 - ' ---- T D Z Z-0 7- / OF � M 9 No.n814 F6�gTgt;�pQ � 4H� SUR�E'y LEGEND ' EXISTING SPOT ELEVATION OxO t`i.OF'"'9 CERTIFIED PLOT PLAN EXISTING CONTOUR O �o� ALBS `y Lo T v °`? 77 � .FINISHED SPOT ELEVATION [ � �-/� � AII`K',S FINISHED CONTOUR 0 a i SE / No. iossi o �' IN APPROVED BOARD OF HEALTH �FSSIONAL� � DATE AGENT SCALES .,_3D' DATE,- /o/7��8� I' LDJPEOGE EWOOVEERINCs.CO. IN CLIENT ( CERTIFY THAT THE PROPOSED EGIST2ER REGISTERED ,JOB NO, BUILDING SHOWN ON THIS PLAN CIVI LAND CONFORMS TO THE ZONING LAWS ENGIN SURVEYOR DR-By' OF 13ARNSTAB E , ASS. 712 MAIN STREET CH. By �-�- HYANNISt MASS. OF DA E R 2 — -- - -- -- - I SHEET_,L , G. LAND SURVEYOR e L_o-r 3� L i�.,q.25 LcrT- 40 t '�p,.o � 1 5, �0 2s S. •� v v► L , 0 ` c �. 1:59, 4C6 al. v , s. F. / OF M w r 6TF4 , a or JOH e H 9.29874 e►sTER o4 CERTIFIED PLOT PLAN �Nv suR��,+r NEW CONSTRUCTION ONLY o IN TOP OF FOUNDATION IS 3.2. FEET ABOVE LOW POINT OF ADJACENT SAghStAAL4AASS. ROAD. SCALE, 1"= 30' . DATE 12 I21 /82 E G / I CERTIFY THAT THE FcDL)ubA'no CLIENT SHOWN ON THIS PLAN IS LOCATED LEN 2TERED REGISTERED dOR M0. 12®S ON THE GROUND AS INDICATED AND VIL LAND CONFORMS TO THE ZONING LAWS tNEER SURVEYOR DR.BY, �� OF BARNSTA LE , ' SS. Cm.®Ye ��. 712 MAIN STREET � ' H YA N,R I S, MASS. 8HEET�...,OF I DATE . 0. LAND SURVEYOR �',,OXsessor's map and lot number J71`a9e,1�.�...... / • ..... '' 0FTMEtO Sewage`Permit number ... .�. .7. .. ? JT SE��IC SYS l r a c o Z 3J4T LE.0� Dp House number ............. . ................. :.............. INSAA � � n8� VvITI, s639- i �TAL COOS OYAr* TOWN: ® RFAN� � , BUILDING INSPECTOR APPLICATION FOR PERMIT TO Construct.. ngle Family Dwelling 1 Woo TYPE OF CONSTRUCTION ................d................Frame...........................................................:......................................... , ........... z.l. ./ � ,............ 19..:..... TO THE INSPECTOR OF BUILDINGS: t' The undersigned hereby applies for a permit according to the following information: Location ......I'...t..?......................... ..........Hyannis t... ............................................... ProposedUse ................................................................................................ . ......................................................................... a Zoning District R•B•............................................................Fire District HYATmis Name of owner Capricorn Realty Trust Address 765 Falmouth Road, Hyannis .............................................. ............................................................... Name of BuilderF.ranco Real Estate Dev. Co Address•.76 j Fal mouth Road,,. Hyannis Tnc • : .... ..... Nameof Architect ................•...............................:..................Address ................................................:................................... Numberof Rooms ....Six .............Foundation .. '.0................................................. .................................................................... Exterior Clapboard aZidlor shingles Roofing Asphalt..Shng7:e, ,.,•...,,; ................... Floors Carpet .Interior Sheetrock Heating Gas - F.W.A. r Plumbing ......TWO..... ...PP.eY............................................ Fireplace None .............Approximate Cost $40 000 00 Definitive Plan Approved by Planning Board ______________________________19________. Area .......... ......5. .°....ft•...... Diagram of Lot and Building with Dimensions Fee �� ��„--..................... SUBJECT TO APPROVAL OF BOARD OF HEALTH ' d 4 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above ol construction. • Name ..... ........ ..... .Y .�..-- '�� 90r r CAPRICORN REALTY TRUST 2e4664 One Sto LNo Permit for .......*,******. ....... Sjncfle Family.. .............. ..................................... ..... 6 2 Sudbury Lane - Location ....Lot., #40....... Hyannis ............................................................................... Owner q4pricorn Realty..TK14At...... ............................. Type of Construction EKAMQ.............................. ............................................................................. Plot ............................ Lot ................................ December 21, "'Permit Granted .........................................19 82 Date of Inspection ........... ........................19 Date Co pleted ...... ................19 T 0 r ------------ zz Assessor's map and lot number ........ .........�.......:...•.. pFTHETO . Sewb'g a Permit number ...� .." . .3. ............................. � � � Z E9SB9TADLE, S ,e►House number fr;r7: r rasa ........................ �O iG3q• 9� �'0 AIPY Ar� TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO Cnnstruc t•_S�ng .� k'a?�kAjy D3uellaX��? TYPE OF CONSTRUCTION ....... AAd Frame ...................................................................... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .......................................... 1, ! /.x �. ... HVa2"j ............. ProposedUse ............................................................................................................................................................................. Zoning District ..R.!.B ............................................................Fire District ...H ,.,TX: .............................................. Name of Owner . apr.icorn Realty Trust Address 16 . Falmouth Road,, Hyannis ....... ........................................ ................................................................ Franco Real Estate Dev»-Co '765 Fa�quth Road. Hvann�_s Name of Builder-Franco .............................. .............................................. Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms Six.....................................................Foundation ...R•C•............ ................................................................ Exterior glapboard arid/ox...ph .xa4rles ...Roofing .;Rph?J, 9 _ )2 n7,ea........................................ Floors Carpet .........................................Interior .........Sheetrock.................................................. ....................... Heating q!L s — F,W..A............................................Plumbing Twn - .C-mnBT' ....................................... ........................................................ Dane $4�0,000»00 Fireplace ..................................................................................Approximate Cost .................................................j.................. Definitive Plan Approved by Planning Board _______________________________19________. Area ..... �:5 ...aq.'...ft. Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH k OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS ! I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above ++ construction. ' � Name V- -nA �R-CO-RN REALTY TRUST A=271-209 No ...24.6.6.4.. Permit for ...One....St.o)�y......... .... .. . .. .. .... .... .. ......5 klg.l.e...FAMily...2W.eluag............... Location ..Lat...#AQ..........6.2...S.udbury. ..Lane Hyannis ............................................................................... Owner .Capri. r-o.rn..Real.ty...Txuat....... Type of Construction ...Fr.amp.......................... ................................................................................ Plot ............................ Lot ................................ Permit Granted ...December...2.1........19 82 Date of Inspection .....................................19 Date Completed ......................................19 f Town" of.Barnstable F ., *Perinit#F � EVires 6 monthsf rom issue date + Regulatog'Servic s Fee_ R ELU MSTABi.E MAB& Richard V.Scali,Director L5 . 16 Building Division 12 2016 Paul Roma,Building Commisson�er � d y 200 Main Street,Hyannis,MA 02601 p , � v 13 www.town.barnstable.ma.us t' Office: 508-862-4038 Fax 508-790-6230 : EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY n Not Valid without Red X-Press Imprint Map/parcel Number 1/ Property-Address - �� v �7�J ,N t" " O b 0 l ❑Residential :Value of_Work__$ � )o J Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address e- QP �j N Contractor's Name - " . . Telephone Number Home Improvement Contractor License#(if applicable) . u Email: Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: " '❑ I am a sole proprietor. + ;r I am the Homeowner ❑ I have Worker's Compensation Insurance` + Insurance Company Name .. .. ,.. a ,. .• S Workman's Comp.Policy# 4 Copy of Insurance Compliance Certificate must accompany each permit. r Permit Request(check,box)—- `U1 Re-roof(hurricane nailed)(stripping old shingles) All construction debris Will be taken to ❑Re-roof(hurricane nailed)(not stnpping.:Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders"Ii-Value (maximum 32)#of windows - #of doors: �. ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red Sand inspections required., Separate Electrical&Fire Permits required. - *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. , s ***Note: Property Owner"must sign PropertywOwner.Letter of Permission. A copy of the Home Improvement;Contractors License&Construction'Supervisors'License is (required`. (��. rt el '1l/"1 Q:\WPFILES\FORMS\building permit fonns\EXPRESS.doc 06/20/16 f Comwarrrreakh.r�,f Erssaclr efts , *' Depra'hment c f rnd1w rial Acddt ' 600 Washhtg ion,meet b t Boston,MA 02111 mum. asLgvP1dia Workers' C Insurance Affidavit:B.mldex�Cantractars/Blecfr cians PhEmbers - AppUcant InfQrma'tiaII Please Print E IY _ 3 � Y Na= Are you an employer?Checkthe appropriate bay Type of project(required)_I.❑ I am a employer with 4. ❑I am a general contmctor and I 6. ❑New cons rnx employees(full andfor pat-time)* have hired the sa'&-camactors 2.❑ I am a sale propdetor orpartner- lined as the attached sheet- '„ 7.,0 Rmnoaeling ` sip and have no employees These satb-contractors hate 9- 0 Demolition ° neys'1 d.have wo k woddng f wme is any capacity_ employees an 9. .0 Build addTfito>F ' JNo comp_fiwu ce comp-mertrany $ -t R r -1 " . '5. 0 We axe a coipaTafion and its 10-E]Elech.ical nepairs'cr moos , 3 I am a homeowner doing all workofficers have exercised their 1L 0 Plumbing repairs or additions ; c�>s�uarlams' of a p6bn per M(M � r. d-}i oomlr_ c.152, �I(4).and we 1 Roof employees.[To ems' ' 1 _❑Other 7x ,. cwgx mrrw a=required-] #Aap zwr==emtcbeasb=#1 Est also fiIlooithe se iaabeTaxskuRiag the¢wo�ces'compessatia�pnycp iafu�ms�ia� `. T s=2wwae=wbo sab=t dm Emdarit imdics smcb- ZCarumctaa dirr checkilds box must sztech sx additi®al sheet sb=ing tben of the •and stye whether ar notilme eotitlesbswe employees.I€tbesub- sbm esapicyw%they=Ysrw ride&w wadmW romp.gttfiMY mmmisez " I am are euipfgw Mat is prm i&r(,warkers cat rpertsrdian imnarauwfor my amp lojwm $dDw is$re pa cy oral joh site _ �. IU�V c ce CompMY lame: � i � s I m �e_ y, Expuab n Date_ Poficy w or Job Rte Address Ciryi5tawZip: teach a—copy of the workers'compensatianpcocy dec6ration`page(showing the policy number and'i3*ation date). Failnre to secure coverage as requirednuder Se ction 25A o€M r"`I..m 152 can lead to the imposition.of criminal penalties of a- • fine up to$1,54D OD im d for one-gar impdsm as we11 as duel`penalties in the fbim.of a SI P j ORX€1MERand a{sore of up-to Moo a day asaiiazt:the Violator. Beads sed did a copy ofthis statement maybe fmwarded to the Office of ' Javestrgatitsas ofthe DID for inswmw ctsveiagt yom. 4 ItFa fier-�ty tlrspairrs�rdpsrialfies aj'FetJrxr�'fllatfJre irr�artriatiiorap>ror�ddbm�s i�t5arg ar:d correct r trim-`c l( 1\1�. c�✓� W e 1 I`A- Ij'ate F027cial use ardg Do jrat wrHe in ti3 area,€c be t�pTete�d by tip artown of jreraL City or Town: permiAkense g Issniug Aufioiity(code floe): L Board of Health 12 B=' mg Department 3.#Stplrown Qerk 4 Flech ical IuspwAor S.Phmznbi ng Inspector 6.Mar Coaftct Person: Phone#: 6 Taformation and lastractions . Mzssachnsetts Get=-al Laws chapter 152 req=m all employees to p mil—,workers'campeusaiion for their employees. Pmsaanttn iris IS an enployee is defined a&, .every person in tiro ser vi.cc of anothcruader any cofxart ofbire., express or implies oral or wrhmf An wT£vyer is defined as-an individual,partnership,assoaiafi an;corpora ion or ofbea legal entry,or any two or more m aJ joint andinobdmgthe legal regres of a deceased employes,or f6ae of the foregamg e�.gaged� receiver or truster of as individual,per,association or o3=Iegal entity,employing employes- However$.e owner of a.dwelling house having not more than three sparlme is and who resides therein,or the occupant of the - dw Uiag house of mxd=who employs pens=to do mafit=m=,conyLact on or repair work on such dweIlmg house or on the grounds or bu clmg appn = thereto shallnotbecarse of such employment be deemed to be an.employer." MQ,chapter 152,§25C(6)also sites that"every state or local licensing agency sh,&withhold the issuance or renewal of a Iicense,or permit to operate a business or to construct bmld ngs in the comxaanwealth for any applicant Who has aotproduced acceptable evidence of cumpBuicewith in the sar�anca COveXzgeregnTSed Additionally,M.CM chapter 152,§25CM stares'Neither the nor any ofifs political subdivisions shall ealter into any conteart for the performance ofpubho work unfil acceptable evideam of carapliance with the insmmLee. requmemets of liars chapter have Been preseued to the oon�arfhoiziy." App4caafs Please fill otut t3Le wo6='compensation affidavit completely,by chwJdag the boxes that apply to your situation and,if necessary,supply sub-=tractm(s)name(s), addmss(es)andphone Tber(s) alongwiththeir ce fica±e(s) of inance. LimitedLiabiIity Companies(LLC)or L=atedLi eabip abRjtyPmtns(LI.P)wino e�Ioyees other tTianthe sra members or partners,are not rtxqufi-ed to carry workers'compensation inscnm<ce If an LLC or LLP does have employees,a.policy is required. Be advised that this aifidayk may be sabmtted to the Department of Industrial Accidents for confilu aiinn of fiMMM oe coverage Also be sure to sign and date the affidavit The affidavit should be retnmed to t o city or town that the applicalion for the permit or license is being requested,not the Department of Tnrhzft-J A rddcnts Should you have any gnes•ti ons regarding the lave or if you are rcgmk6d to obtain a worlo~rs' compensationpolicy,pleasecalltheDepartmentatthenumberlisted.below. SeJf-manned companies should eater their self-insm-ance license number an.the appropriate line. City or Town Ofacials Please be sm-e that the affidavit is complete and primed legibly. The Deparmmemt has provided a space at the bottom of the affidavit for you to fII.out in the event the Office of7nvestigadionsitas to contact you regm ding tit aIicant Pleas a be,sure to Ellin the pemniY]icrose number which will be used as a reference number. In addition,an applicant that must submit multiple pennWI;rpn r,applitetions in.any 9=a Year,need only submit one affidavt hsdicafing=cut policy information (ff n=essay)and mtrl `lob Site firms"iiw applicant should wade"all locations in (ct5'or- town).'A copy of the-affidavit that has been officially stamped or madced by the city or mown may be provided to the applicant as proo-fthst a valid affidavit is on file for fie permits or licemw, Anew affidavit must be filled out each year.Whew a home owner or citizen is obtaining a license or permit n:ot related tz any business or com3:a=r l 4eatze Cie.a dog license or pew to bum leaves etc.)said person is NOT required to complete this affidavit The Office ofInvesdgaiions would-Irke to.thank YE)uin advance for your cooperation and sbovl dyou.have any questions, please do not hes�t o to give us a call The Departm M S amass,tele13hane and fax number_ Dqart6imt c6fIi �1AoDxlenta Of aC8 of luve&t�otio= Ta:#617-727-4900 Qxt 4€6 or 14M-MASS Fax It 617`2'-7M Revised¢24-07 L iA Town of Barnstable Regulatory Services �►scs. ` Richard V.Scali,Director �KAM � Building Division. Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 -'' Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder t as Owner of the subject property hereby authorize to act on my behalf in all matters relative to work authorized by this building permit application for: (Address of Job) -. t **Pool fences and alarms are the responsibility of the applicant Pools - are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature-of Owner Signature of Applicant Print Name Print Name Date Q:FORMS:OWNERPERMISSIONPOOLS Town of Barnstable h Regulatory Services dFTH Richard V.Scali,Director Building Division * Paul Roma,Building Commissioner KAM i639. �� 200 Main Street, Hyannis,MA 02601 O�Ep www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 1 HOMEOWNER LICENSE EXEMPTION 4� Please Print DATE: JOB LOCATION: number streetj village "HOMEOWNER": - name \ hom(e�p\ho`ne# work phone# CURRENT MAILING ADDRESS: ci /town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family,dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection i i procedures and requirements and that he/she will comply with said procedures and requirements. Signature o Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall-act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed-against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc 06/20/16 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 00ci Application.# 02 Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee �o Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address L Village C,-t-\+n Owner a, vY.u-C, is 1 Cc, Address 30-4 bc�_r_vl �M_r_ Telephone . MCP NADI- Cock Permit Request Vrov�— 64 t lGu�f'r c �f's Ul Illwo rcty n.r�,_Ari oY)I\ 09- K 6, Square feet: 1 st floor: existing `— proposed 2nd floor: existing proposed Total new Zoning District Rg Flood Plain Groundwater Overlay Project Valuation _ l:cf)c)Q�_, Construction Type_ Lot Size Grandfathered: ❑Yes 2LNo If yes, attach supporting documentation. Dwelling Type: Single Family Jd Two Family ❑ Multi-Family (# units) Age of Existing Structure s4 m . Historic House: ❑Yes t;=No On Old King's Highway: ❑Yes o 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 ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing Aff New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new si Pool: ❑ existing ❑ new size Barn.: ❑ existing ❑ new size o Attached garage: ❑ existing ❑ new sizeShed: ❑ existing ❑ new size,' Othert Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑-°�= Commercial ❑ s A�No Ifyps, site plan review.# Current Use Proposed Use Ah K le APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �� ��/�"' �� Telephone Number Address 4 7- `c>PS N ( o License # C/b G Home Improvement Contractor# 1252,2— Email0 6 4k cc w , Worker's Compensation # ALL ASTRUCTION DEBRIS RESULTIN ROM THIS PROJECT WILL BE TAKEN TO _Ck, Ao-'w` SIGNATURE ^� DATE rga, a� Cv J FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. w ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL -A FINAL BUILDING ® Q� DATE CLOSED OUT ASSOCIATION PLAN NO. DocuSign Envelope ID:F0019BB6-7F94-4093-AF33-E DOD 1B1844DD 1 SolarCity I PPA AMENDMENT Customer Name and Address Installation Location Date Samuel Dasilveira 62 Sudbury Lane 1/22/2016 Hyannis,MA 02601 62 Sudbury Lane Hyannis,MA 02601 Congratulations! Your system design is complete and you are on your way to clean,more affordable energy. Based on the information in your System design,there are some amendments we need to make to your Power Purchase Agreement(the"PPA").The amendments are as follows: • We estimate that your System's first year annual production will be 5,664 kWh and we estimate that your average first year monthly payments will be$73.96.Over the next 20 years we estimate that your System will produce 108,053.kWh.We also confirm that your electricity rate will be$0.1567 per kWh,fixed for the next 20 years(i.e.electricity rate$0.1567 and tax rate $0.0000). By signing below,you are agreeing to amend your PPA and you are agreeing to all of the new terms above. If you have any questions or concerns please contact your Sales Representative. Customer's Name:Samuel Dasilveira Power Purchase Agreement Amendment oxuWW"M II. n , �: Signature: F� � M U C l !/ - ._ .a.. SolarCity Date: 1/��/�(11F approved Customer's Name: Signature: Signature: Lyndon Rive, CEO Date: Date: 1/22/2016 . 4 ' 3055 Clearview Way,San Mateo,CA 94402 �. 888J65.2489` solarcity.com - Power Purchase Agreement Amendment,version2.0.1,June 25,2015 ' Contractor License MA HIC 168572/EL-1136tAREli ., Document generated on 1/22/2016 1512056 Eli r ;;SolarCit . OWNER AUTHORIZATION ', Job Property address: 62 Sudbury Lane Hyannis, MA 02601 I Sam Dasilveira as Owner of the subject property hereby authorize SOLARCITY CORPORATION to act on my behalf, in all matters relative to work authorized by this building permit application. k&� ��� Q pj�w Signature of Owners ate: SOLARCITY.COM n2A'1C:rfi>tRtift,'tt�.!.;CSC:Ry27'.Ss3.1:.A.i�S:e3Y18i0+.CCIY(;C�C�it:']t:n�+Kri.�7'"WAS...;�E�.::CGS,.�F.'.xX7t.Ox�bCi•'Et1�.$t7$C?9...+�CT..�3i'0 M�'WY'tf,,•.,ia•gtp,ELlF,"iCh1fF Mtp�'.•C1rR,8Aa9, ,. *M - 'uM.�:'As`,+r+ovtp ¢�a. ir32Nx;Cii cb1s7s3ct c� Pe+,u7.Parer,F Wt�'iq..;,f?cTELl;tiaiG A.XMCAft'W1 SCXAWCWD.,n-t St3-x rrt utPoFFlsidv..�tta,oNts P�::.rtvFA ` ' Dow*of Quiktinp ftg,4#t�r and Etas . JASON PATRY $21 STEWART DRIVE ', Abington MA GM " ..+,».. 02R&2018 0flice otCouamtr Albin&line um ikadntoo i HOME IMPROVEMENT CONTRACTOR �. r RePU11110n: 108572 typeryry� Expiration: 3f8 I7 supplement C SOLAR CITY CORPORATION , JASON PATRY 24 ST MARTIN STREET 13LD 2UNI 46� .j AAksOROUGK MA 0752. Umterueeehsr ! � /ll_G'rr�ft'>tf�Ilj f�' / 15 Office of Consumer Affairs d Business Regulation 10 Park Plaza Suite 5170 Boston, Massachusetts 02116 Home Improvement.Contractor Registration a`. Registration: 168572 a ' Type: Supplement Card ' Expiration: 3/8/2017 . SOLAR CITY CORPORATION" f CHERYL GRUENSTERN ; -- 24 ST MARTIN STREET BLD 2UNIT 11 MARLBOROUGH, MA 01752 - Update Address and return card.Mark reason for change. SCAT G 20W c5: Address :µ Renewal Employment F'? Lost Card } ffice of Consumer Affairs&Business Regulation License or registration valid for individul use only t'r HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to:' Office of Consumer Affairs and Business Regulation tRegistration: 168572 Type: 10 Park Plaza-Suite 5170 - Expiration: 3/8/2017 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION ' o CHERYL GRUENSTERN 3055 CLEARVIEW WAY SAN MATED,CA 94402 - -- ---- — ---- . Undersecretary 'Not valid without signature 4 • r i Tlee Commonwealth of Massachosefts Department of Industrial Accidents I Congress Stree4 Smite Il (1 Boston,MA.02114--2017 www mass.gav/dill Workers'Compensation 1mrsuce tiffida0t:Builders/Contractors/Eteetriclaas/Plumbers. TO BE FiLED WITH Tif9 MAIMING AUTHORITY. Aataticsnt Information Please Print Lank ' Name SolarCity CtarporatlOn Address: 3055 Clearview Way City/State/Zip, San Mateo,CA 94402 Phone M (688)765-2489 Are you se emploger?Check the appropriate box: Type of project(required): 1.©I am aemplo)vr with L5,000 mplayeas(mill mx%7 parl.time).' .7. ❑New camtruction Lo I am a sale proprittor or partnership and hai'e no employers wod-ite for nic in S. EJ Remodaling aril rapacity.M wurkrs t 'comp.insurance iequimd.l 9.p1 am a hem eoornadoin all work myself lNoworkeus'oomp,insurancerequiretl.i t 4• ❑Demolition 4.OI am a hatneowncr mid wili be q per. will I0 0 Building addition hirhig amtracwrs to eorulud all worltan m l cmum ilea[all contractors aid=hove workers•'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no cniployeee. 12.[]Plumbing repairs or additions So I am a gentxal,oantmtor and I have hired Raub-rnntractms listed on the attached sheet- I3.QRoof repairs These sab-aorurmon have employees and have workcis'comp.inswom ' 14.pother soar panels 6.Q We are a owMa6m and its officers have mcrcised their right ofexcmplim per MGI,C. TSZ J1(4) and we have no employ=.[No wotA W mim,atsumuenquimil.] +Any app11=that checks box 111 most also fill out die scahi below showing their workers'compensation policy information. 91lomeowncgs w4to aubrali this idtidavit WA Ming they are doing all work and then hire outside.contractors must submit a ite►v afl'idavit indicating sudi. konveams that check this box tuts[onachad tin aWltionai shed showing iha now of die sub-vwiUaaors and slate whether tir rxu tho5a entitica have amployc s, if tbo cab-aontmelors have omftees,they most provide their wdrkeo'comp.policy mm6er. J am an employe'that is providing workers'compensatlon insrtrmee for ray enipkvees Below 1s 1he palicy and job site iajorma�ioic - Insurance Company Name:Atmerlcan Zurich Insurance Company Policy#or Self-ills.Lk#: WC0182015-00 Expiration Datc: 911/2016 Job Site Address: 62 Sudbury Lane City/stawaipHyannis,MA 02601 Attach a copy of the workers'compensation pokey declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c.15Z§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 STOP WORK ORDER and a fine of up to S250.00 a day against The violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA ror insurance coverage yorifrcatiom I do hereby cer0k under the pains and penalties of perjury that.the h(formadon provided above is true turd correct ason Patti p : January 26,2016 t?,Aiclal use only. Do not wrhe in this area,to be completed by e11y or lawn gfflelal. City or Town: Pertait(Lieense# Issuing Apthority(chvie owe): G 1.Board of Health 2.Building Departmeni 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Insspeder 6.other Contact Person: Phone M. DATE IMINDOAYYY1ry A�CdR& CERTIFICATE OF LIABILITY INSURANCE W17016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY`AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. if SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may roWiro an endorsement. A statement on this certificate does not confer rights to the certificate holder in Hau of such endorsement(s). PRODUCER CONTACT .. _ MARSH RISK&INSURANCE SERVICES _..._._.-._._....... ._..._... . .._..... . . .......... _.._-..—..._ 346 CALIFORNIA STREET,SUITE 1300 PRONE rr ppApJ�c CALIFORNIA LICENSE NO.0437153 EAWL 1!A?c.tl21_ SAN FRANCISCO,CA 94104 �14D1S ;........... .........._........._....._..�.— _.... Attn:StwmnSlott4t&743$334NAlctr 998301•STND-GAIVUE45.16 INSUREaa;Zurich American lnsurm Company ii6536 SmatCetyC aPcra(ion INS s:.NIA._.....__........................ :-. ._....._...... ..:'_ ��N,1,�A 303465 Clearview Way INSURER C: VA - IWA -- n Cleor,CA94402 _.�...,_.._._._.....__....... ... :,....;... .-- INSURER D:American Zurich Insura m Company t Ot42 INSURER E: ' INSURER F COVERAGES CERTIFICATE NUMBER: SEA-90271383"S REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR�..- ........ _.....,.ADDLT$UBii... .....................,....._._....... ...POLIGYEFF rouareXP ---- ---.. ............. ...... ........ LTR; TYPE OF INSURANCE I POLICY NUMBBt M LIMITS A X 'COMMEHCUU GENERAL LIABILITY GLODIS2016-OD 09012015 1001016 EACH OCCURRENCE $._...... _ 3.11M.000 � ' DAMAGE TO RENTED r I CLAIMSMADE I"' 1 C=Ft PRE(aiSE;;.S€0.4 ?!!!? e1..: s--....._._—._ 3,60D.0D0 X I SIR$250,ODD i HIED EXP(Arty errs person) S_ 5,000 PERSONAL&ADV INJURY 5.._: 3,DD0,0D0 GEN'L AGGREGATE LIMIT APPIJES PER 4 GENERAL AGGREGATE S 6�0 X POLICY PRO- LOC PRODUCTS-GOMPIOP AGG $ _ _.__..._ 6_000_000 OTHER. I S A AuromomLELIABILITY IBAP01BM.7.00 O91a112D15 0910112016 COMBINED SINGLEUM y 6 X ANY AUTO I' SOMY INJURY(Per person) S • ALL OWNEDSCHEDULED j I x_. AUTOS UX AUTOS j BODILY INJURY For accident) 5 - ----- x HIRED AUTOS AUTOS 1 I i1AMAGE $ ._._. _...._.._f COMPICOLL DED. S $5,DOD UMERELLALUIB [-toccuii I I - EACH OCCURRENCE S_-........._... .... . ... EXCE88 LIAB LAIMS_•MADE : AGGREGATE OED i RETENTION S — S D WORKERSCOMP'WSATION jWC0tfr1014-0D(AOS) 0012D15 E09101)7016 X.l AND EMPLOYERS'LIABILITY - - A Y 1 N + ING0182015-M(MA) 09/01 015 1 S 09,,10112016 ANY PROPRIETORIPARTNFJi1E%ECUTIVE E.L.EACH ACCIDENT 11000,000 OFFICERIMEMSER9XCLUDED9 ®NIAj —._ _....._ ............. (Mandatary in N11) ; - WC DEDUCTIBLE:$500,000DISEASE.EA EMPLOYEE S 1.�,0W SIT aa.descn'ba under I --- ......_....._•... ..._ 'D SCRI O RATIONS Taw I E.L.DISEASE-POLICYLIMIT $ ,1,QD0,000 i ( i DESCRIPTION OF OPERATIONS I LOCATIONS I VERCLES)ACORD Ter,Addlflonal Remarks ScheduTe,may he-atfachod It moss space Is required) Evidence of insurance. CERTIFICATE HOLDER CANCELLATION SdaiCdy Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 30MClearviewWay THE EXPIRATION. DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo.CA 99402 ACCORDANCE VATH THE POLICY PROVISIONS. AUTHORIZED REPRE11HTATIVE of Marsh Risk&kswance Services Charles Marm lejo Q 198E Z014 ACORD CORPORATION. All rights reserved. ACORD 26(2(14/01) The ACORD name and logo are registered marks of ACORD Version#53.6-TBD QoASolarCit v y _ January 22,2016 tt1 OR RE: CERTIFICATION LETTER Project/Job# 0262430ELD RMEJit Project Address: Dasilveira Residence S Ift 50007 62 Sudbury Lane Hyannis,.MA 02601 AHJ Barnstable SC Office Cape Cod Design Criteria: { -Applicable Codes= MA Res.Code, 8th Edition,ASCE 7-05,and 2005 NDS - Risk Category= II -Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf - MP1A: Roof DL= 10.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 13.5'psf(PV Areas) - MP2: Roof DL= 11 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 14.1 psf(PV Areas) - MP3: Roof DL= 10.5 psf, Roof LL/SL 21 psf(Non-PV Areas), Roof LL/SL= 13.5 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss 0.18757 < 0.4g and Seismic Design Category(SDC) = B < D To Whom It May Concern, r 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. William A. Eldredge, P.E. • Di9iWlly slgbed by William A. Professional Engineer Eldredge Jr. T: 888.765.2489 x58636 Date:2U,5.U,.22,S:U23U-05ee email: weldredge@solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243771.CA CSLS 888104.CO EC 8041.Cl HIC 0632778,DC HIC 71101486,DC HtS 71101488,HI CT-29770.MA FIIC 168572.MO MHC 12894S.t4J 13VH061130600, - OR COB 180498.PA 07 734 3,TX TDLA 27006.WA nCL:SOLARC'91907.O 2013 SolerGty.All rights reserved. I V ook Version#53.6-TBD O ,;SolarCst m D 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 ll 64" 24" 39" NA Staggered 68.5% MP2 64" 24" 39" NA Staggered 68.4% MP3 1 64" 24" 39" NA Staggered 1 68.5% Portrait Hardware Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1A 48" 19" 65'.' NA Staggered 85.4% MP2 48" 19" 65" NA Staggered 85.3% MP3 48" 19" 65" NA Staggered 85.4% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MP1A Stick Frame @ 16 in.O.C. 320 Member Impact Check OK MP2 Stick Frame @ 16 in.O.C. 300 Member Impact Check OK MP3 Stick Frame @ 16 in.O.C. 320 Member Impact Check 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. I I 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243771,CA CSL6 888104,CO EC 9041,CT HIC 0632778,AC HIC 71101486,DC HIS 71101488,HI CT-29770,MA HIC 168572.MD MHIC 12B948,10 13VH06160600, OR CCB 180498,PA 077143..TX lol-A 27006,WA GCL:SOLARC•91907.O 203 Soinrctly,All rights rasamod. ' f STRUCTURE ANALYSIS LOADING SUMMARY AND'MEMBER CHECK- MP1A Member Properties Summary MP1A Horizontal Member-Spans Rafter Pro erties Overhang 0.74 ft Actual W 1.50 Roof System Pro erties Span 1 '' ¢` * "''12.30 ft 'I w''rx'ActualV v" 11 �17.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material CompRoof San 3 °# H. .�. .s A .m,. ., S10:88 in:^2° Re-Roof No San 4 S. 13.14 in.^3 - Plywood Sheathingm Yes:' San 5 : ," _ ,' R. I. 1'47.63 in'^4' w Board Sheathing None Total Rake Span 15.38 ft TL Defl'n Limit 120 Vaulted Ceiling No.. '. PV 1 Start a 0.92 ft 'Wood Species' `` 'Y'`f SPF' Ceilinq Finish 1/2"Gypsum Board PV 1 End 11.92 It Wood Grade #2 Rafter Slope - 320 a PV 2 Start _ ' Fe �° 875 psi „.. Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full: ., ,t ,PV 3 Start E 3. - `1400000 psi Bot Lat Bracing At Supports PV 3 End E,„i„ 510000 psi Member Loading Su ma Roof Pitch 8 12 Initial Pitch AdiustNon-PV Areas PV Areas' Roof Dead Load DL 10.5 psf x 1.18 12.4 psf 12.4 psf PV Dead Load - PV-DL . c 3.0 psf ,max.°1.18 �. ! �y .1& �t �; �, ;-3.5 sf Roof Live Load RLL 20.0 psf x 0.83 16.5 psf Live/Snow Load LL SL1,2 30.0'psf z 0.7`1 z oA5, r 1*s 21 0 ps;0 4 13:5 psf Total Load(Governing LC TL 1 33.4 psf 1 29.4 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(Is)pg; Ce=0.91 Ct=1.1, IS=1.0 Member.Design Summary(per NDS GoverningLoad Comb CD CL + CL CIF Cr D+ S 1.15 1.00 1 0.42 1.2 1 1.15 Member Anal sis Results Summary' Governing Analysis I Pre-PV Demand I Post-PV Demand Net Impact Result Gravity Loading Check 764 psi 671 psi 0.88 Pass I [CALCULATION OF DESIGN WIND LOADS=M—PfA--- Mountina Plane Information Roofing Material Comp Roof PV'System Type, e* tN 7, larCityi SWe_kMountTM & Spanning Vents No Standoff Attachment Hard—ware)- T T .0 T 77 47,77 T 77:r r Comp Mount Type C Roof Slope 320 Rafter Sp acing , 4z; 1& A. = -. "16aO,C. Framing Type Direction Y-Y Rafters Purlin SSpacing z4, ,;, =X-X Puns rl Only . ..- _, NA. Tile Reveal Tile Roofs Only NA Tile Attachment Systewt q ,, f w Tile R of Only NA -Standing Seam ra Spacing SM Seam On _ NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method . , ,. . ,: x :;, _ Partially/Fully_Enclosed Method Basic Wind Speed V 110 mph Fig. 6-1 Expos e_Cate9orY rK C of:, " - -" A—. ' Section 6.5.6. — - _ _ Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof,Hei ht. .,3,_ b a g, ,: :,A A e,hr o v,rv_I _s K e $ ?J: 7T 15 I Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor. p ��, `_ K y}^` °° - '1:00 Section 6:5J Wind Directionality Factor Kd 0.85 Table 6-4 Im' ortance Factor _, t I lA_ 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 u -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Wn .:, �,.re, r . .Y;v „;, t!�_0.88 x ry 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 5 „ X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable'Cantilever'" Landscape' - - __ 24" NA Standoff Configuration Landscape Staggered Mai w. Max Standoff Tributary`Area" ' -17 sf -- - PV Assembly Dead Load W-PV 3.0 psf Net W d:Uplift at Standoff s` T-actual Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci �' � 7 DCR <„ 68.5% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib,-,, _ F ,� 22ys fa, 3 PV Assembly Dead Load W-PV 3.0 psf Net.Wind Uplift at._Stand_off_ ._ Tactual „„ ; _,-427 Ibs_ Uplift Capacity of Standoff T-allow 500 Ibs StandoffDemandCa aci _ DCR ;: *. • ,;"A%..; W A_,*"85.4% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Pro erties Overhang 0.74 ft Actual W 1.50" Roof System Properties `!Span 1.7:, P' "419.50A, tT,, AcWafl) 0 r`9 25" ' Number of Spans(w/o Overhang) 1 San 2 Nominal Yes RoofingMaterial CompRoof San 3 Y �� .'� "'A rim' 213.88 in.^2 Re-Roof No San 4 Sx 21.39 in.^3 PI ood SheathingYes San 5 `" rli ' 98.93 in.^4 Board Sheathing None Total Rake Span 11.82 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 1.67 ft Wood Species'--' SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 7.17 ft Wood Grade #2 Rafter Slope _ 300 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E, r, 1400000.psi Pot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loading mary Roof Pitch 7 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 sf x 1.15 12.7 psf 12.7 psf PV Dead Load PV-DU` •3.0` sf 'f x 1:15" ^ e° °-V 15 psf.-_ * Roof Live Load RLL . 20.0 psf x 0.85 17.0 psf rz gym. -141 f Live/Snow Load LL SL 30:0"0sf x 0.7 J z 0.47 21'.0"p`sf ps Total Load(Governing LC TL 1 33.7 psf 1 30.3 psf Notes: 1. ps=Cs*pf,Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)py 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 1.00 0.47 1 1.1 1.15 Member Anal sis Results Summary Governing Analysis Pre-PV Demand Post-PV Demand I Net Im act Result Gravity Loading Check 281 psi 257 psi 0.92 Pass. iCALCULATION OF DESIGN WIND LOADS NIP2. 1 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountT"' Spanning Vents No Standoff Attachment Hardware I ,. _. , Comp;Mount Type C a=A; „rr„ No Roof Slope 300 Rafter Spacng< .A' E �L, �, 16"O.C. Framing Type Direction Y-Y Rafters Purlin.5pacing - „-AN, , _ :. kit )-X Purlins Only OW °�:,NAJ �— �< Tile Reveal Tile Roofs Only NA Tile Attachment S stem °Tile Roofs On _ Y Standing Seam/Trap Seam/Trap Spa in SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Desi n Method _—_11 -- —9.._ �_� Partially/FUII7Enclosed7Method Basic Wind Speed V 110 mph Fig. 6-1 Ex osure_Cete o ,,r rt - Tyr sc,C. 4 1y $- _Section 6:5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof=Height W ,., 777 h ,z 77 ,-- ;, 4, TP-., , Section 6.2" 15 ft'° Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor ._, Krt* A. :LI4 . 1. 1( -v,Section 6:5.7 Wind Directionality Factor ICd 0.85 Table 6-4 Im ortance:Factor 7 7 7I 7 �; 47 7 , �;...1,0., Table 6-1 . Velocity Pressure qh qh =0.002156(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 22.4 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B EA. Pressu`r'e Coefficient Down GC wm 0.88._ Fig.6-116/C/D-14A/B Desi n'Wind Pressure p p= qh(GC) Equation 6-22 Wind Pressure U -21.3 psf Wind Pressure Down 19.6 psf ALLOWABLE_STANDOFF SPACINGS_ X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever L�andscape _ :. 24 , #NA Standoff Configuration Landscape Staggered Max Stand off_Tributary Area V. M Trib T " "2, L, 141 719, �17 sfA 14 C,' PV Assembly Dead toad W-PV 3.0 psf _. ____ Nets W d�Uplift_at Standoff ' -y Tactual -342 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca eci " DCR' T 68°4% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max AllowableCa_n itle er-, = " Portrait° _" - - i 199— DNA , Standoff Configuration Portrait Staggered Max'Standoff Tributary Area - ` "Trib- "` '" 22.sf_ _ _ - PV Assembly Dead Load W-PV 3.0 psf Net W n Uplift at Standoff T� ual— -426 Ibs Uplift Capacity of Standoff T-allow, 500 Ibs Stand Demand Ca aci RR 85°3% p STRUCTURE ANALYSIS - LOADING SUMMARTAND MEMBER CHECK,- MP3 Member Properties Summary MP3 Horizontal Member Spans Rafter Pro erties Overhang 0.74 ft Actual W 1.50" Roof System Properties San 1 13.31 ft Actual D 7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 10.88 in.^2 Re-Roof No San 4 S. 13.14 in.^3 Plywood SheathingYes' San 5 I 47.63 in.A4 Board Sheathing None Total Rake Span 16.57 ft TL Defl'n Limit 120 Vaulted Ceiling No- PV 1 Start 1.33'ft C` Wood Species SPF`: Ceilina Finish 1/2"Gypsum Board PV 1 End 12.42 ft Wood Grade #2 Rafter Sloe 320' r PV 2 Start _ 4 Fb _ 44` 875 psi�'y Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start''° - -�E `W w 1400000 psi Bot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loading Summa Roof Pitch 8 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.18 12.4 psf 12.4 psf 3.O psf " x.1:18 .m "- K ; 3 5 sf - PV Dead Load �PV-DL' ` Roof Live Load RLL 20.0 psf x 0.83 16.5 psf Live/Snow Load LL SLl'2 �30.0''psf ' 0.7 :`[-z 0.45 4x VW# 21 OTpsf 13.5 psf Total Load(Governing LC TL 1 33.4 psf 29.4 psf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7(Figure 7-2] 2. pf=.OJ(Ce)(C0 GO pg; Ce=0.9,Ct=1.1,IS=1.0 Member Design Summa (per NDS Governing Load Comb CD CL + CL - CIF Cr D+ S 1.15 1.00 0.39 1 1.2 1 1.15 Member Anal sis Results Summary Governing Analysis Pre-PV Demand Post-PV Demand I Net Impact Result Gravity Loading Check 895 psi 789 psi 0.88 Pass- e I w CALCULATION OF DESIGN WIND LOADS=_MP3 4' Mounting Plane Information Roofing Material Comp Roof PV System Type Solardt SleeCmounti'm Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 320 Rafter Spacing " 16"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing -X-X Purlins Only NA' Tile Reveal Tile Roofs Only NA Tile Attachment Systems Tile Roofs Only NA ,Standing Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 ...- ethod rod Wind DesigrrMethod Partially/F y Enclosed M " _ Basic Wind Speed V 110 mph Fig. 6-1 Exposure Categor77 2 .2 ,." . 777 *, ,,z..: , .. C_ -, - S' ecCion 6 5 6'3' . Roof Style Gable Roof Fig.6-11B/C/D-14A/B -� h - .,, ° �" .' 15 ft, c . 77 r�Section 6.2 Mean Roof Hei ht�= " ° Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor_ _ .Krt 1.00 Section_6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance Factor i 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 22.4 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient' Down = `GCW� -0.881 Fig.6-11B/C/D-14A/B Design Wind Pressure p p=qh(GC ) Equation 6-22 Wind Pressure U -21.3 psf Wind Pressure Down 19.6 psf ALLOWABLE STANDOFF SPACINGS " X-Direction Y-Direction Max Allowable Standoff Spacing- Landscape 64" 39" Max Allowable-Cantilever Landscapes 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at.Standoff�= T-actual 34216s Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR 768.501 X-Direction Y-Direction Max-Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait .: 19" __ _NA____-___ Standoff Configuration Portrait Staggered Max Standoff Tributary Area .._,._ Trib 22 sf, PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff - T-actual -427 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 85.4% WIL oF'ME Town of Barnstable *Permit# 2 0 3 :Y- Expires 6 months from issue date ,,, ,STAB Regulatory ServicesLE, Fee ' v M"� Thomas F.Geiler,Director lEo � Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 � PERMIT Office: 508-862-4038 X.PRES ER Fax: 508-790-6230 1 O ZOOS pe— NotEXPRESSPERMIT APPLICATION - RESIDENTIALLY Valid without Red X-Press Imprint TOWN OF BARNSTABLE Map/parcel Number Property Address J!J 11(t 1���fin'o— Nil► 1'ti S Y" "r J Residential Value of Work �� Owner's Name&Address Contractor's Name Telephone Number Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor I am the Homeowner '❑ I have Worker's Compensation Insurance Insurance Company Name +v o . ; Cj C, Workman's Comp.Policy# Cs Permit Request(check box) Re-roof(stripping old shingles) All construction debris will be taken to J� L► U ❑Re-roof(not stripping. Going over existing layers of roof) © g s Re-side 0 Replacement Windows. U-Value (maximum.44) *where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must si operty Owner Letter of Permission. Ho m t n ctors License is required. Signature Q:Forms:expmtrg Revise053003 •�4 ABBREVIATIONS ELECTRICAL NOTES . JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERIIED 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 f EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. " (E) EXISTING 1 .r 4.. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS.MAY BE ENERGIZED IN THE OPEN-POSITION, 3 FSB FIRE SET—BACK ,t 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. - CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL - Imp CURRENT AT MAX.POWER- COMPLY ,WITH ART. 250.97, 250.92(B). N Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER .DO NOT,ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR r 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 c " UL LISTING. . ; NTS NOT TO SCALE "_ 9. -MODULE FRAMES SHALL,;BE GROUNDED AT THE - - OC ON CENTER UL-LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. r 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 x UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT II 3R NEMA 3R, RAINTIOHT ; N PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 STRUCTURAL VIEWS . ' PV5 UPLIFT CALCULATIONS LICENSE GENERAL NOTES PV6 THREE LINE DIAGRAM GEN. #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION X Cutsheets Attached ELEC 1136 MR OF THE MA STATE BUILDING.CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH -1 THE 2014 NATIONAL ELECTRIC CODE INCLUDING ' MASSACHUSETTS.AMENDMENTS: MODULE GROUNDING METHOD: ZEP SOLAR 'AHJ: Barnstable - _ # REV.. BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Commonwealth Electric) CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER PREMISE OWNER: DESCRIPTION: DESIGN:- CONTAINED - 00 14 CONTAINED SHALL NOT E USED FOR THE. DASILVEIRA, SAM DASILVEIRA RESIDENCE Brendan. �.f':So�arCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: � NOR SHALL IT BE DISCLOSED IN,WHOLE OR IN Comp Mount Type C 62 SUDBURY LANE ' .7..02,.KW PV,. ARRAY ��� PART TO OTHERS OUTSIDE THE RECIPIENTS ; ORGANIZATION,.EXCEPT IN CONNECTION WITH. MODULES: H YAN N I S, MA 02601 THE SALE AND USE OF THE RESPECTIVE (27) TRINA SOLAR # TSM-260PDO5.18 24 St.Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: a PAGE NAME: SHEET: REV' DATE Marlborough, MA 01752 T: (650)638-1028 F: (650)638-1029 PERMISSION.OF SOLARCITY INC. SOLAREDGE sE600oA—Us000sNR2 (774) 836-2653 COVER SHEET ' PV 1 . 1/21/2016 (888)—SOL—CITY(765-2489) www.8clarcitycom f PITCH: 32 ARRAY PITCH:32 MP1 AZIMUTH:267' ARRAY AZIMUTH:267 i MATERIAL: Comp Shingle STORY: 1 Story PITCH: 30 ARRAY PITCH:30 MP2 AZIMUTH:87 ARRAY AZIMUTH:87 ' MATERIAL: Comp Shingle STORY: 1 Story PITCH: 32 ARRAY PITCH:32 MP3 AZIMUTH:87 ARRAY AZIMUTH:87 AC QM © Inv MATERIAL: Comp Shingle STORY: 1 Story PITCH: 32 ARRAY PITCH:32 AC MP4 AZIMUTH:87 ARRAY AZIMUTH:87 p P� MATERIAL: Comp Shingle STORY: 1 Story � E r D - . A Front Of House LEGEND STRUCTU — — — — Q (E) UTILITY METER & WARNING LABEL CHANGE INVERTER W/ INTEGRATED DC DISCO a lov & WARNING LABELS © DC DISCONNECT & WARNING LABELS B 3 rT T © AC DISCONNECT & WARNING LABELS 0 DC JUNCTION/COMBINER BOX & LABELS 0° DISTRIBUTION PANEL & LABELS N rn r4 C LG LOAD CENTER & WARNING LABELS aCr b (E)DRIVEWAY O DEDICATED PV SYSTEM METER OF STAN1Alle NAMA. O CONDDUIIT RUN OFF ONLOCATIONS FLDt�E0c3EJR ——— CONDUIT RUN ON INTERIOR s GATE/FENCE Q HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED Digitally signed by William A. SITE PLAN N Eldredge Jr. Scale: 3/32" = V w STAMPED & SIGNED Date:2016.01.22 01, 10, 21' E FOR STRUCTURAL ONLY 15:02:55-05 00 s PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HERON JOB NUMBER: J B-0 2 6 2 43 0 00 CONTAINED SHALL NOT BE USED FOR THE DASILVEIRA, SAM DASILVEIRA RESIDENCE Brendan Cuffe �:�,SO�clfC�t�/ BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM '" NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 62 SUDBURY LANE 7.02 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES H YAN N I S MA 02601 ORGANIZATION, EXCEPT IN CONNECTION VWTH 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (27) TRINA SOLAR # TSM-260PD05.18 PAGE NAME SHEET: REV: DATE; Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028 R (650)638-1029 PERMISSION OF SOLARCITY INC: SOLAREDGE SE6000A—USDooSNR2 (774) 836-2653 SITE PLAN PV 2 1/21/2016 (M)—SOL-CITY(765-2489) www.solaroitycam .. S 1 S1 r ,> 4" t2'-4" .: 1 ( , (E) LBW E) LBW A SIDE VIEW OF MP1A NTs SIDE VIEW OF MP2 NTs C MP1A X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED ; MP2 X-SPACING X-CANTILEVER Y-SPACING- Y-CANTILEVER NOTES PORTRAIT 48 19 LANDSCAPE 64' 24" - STAGGERED ROOF AZI 267 PITCH 32 ? PORTRAIT 48" 19n RAFTER 2x8 @ 16"OC- ARRAY AZI 267 PITCH 32 STORIES:,1 C.J. 2x6 @16"OC CompShingle RAFTER 2x10 @ 16" OC ROOF AZI 87 PITCH 30 STORIES: 1 ARRAY AZI 87 PITCH 30 . C.7. 2x10 @16" OC Comp Shingle 5 - PV. MODULE - „ 5/16 BOLT WITH LOCK. - ` INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT. ELDREM MUMJR 6 HOLE. O S1 too�0ap ZEP ARRAY SKIRT PILOT HOLE WITH (4) C(2)F;IEAL LYURETHANE SEALANT. ZEP COMP MOUNT C - ZEP FLASHING' C (3) (3) INSERT FLASHING. 13•_4" (E),COMP. `SHINGLE (4) PLACE MOUNT. (E) LBW STAMPED & SIGNED?' (E) ROOF DECKING V (2) U. (5) INSTALL LAG BOLT WITH SIDE VIEW OF MP3 NTS FOR-STRUCTURAL ONLY 5/16 DIA 'STAINLESS (5) SEALING WASHER. D - STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULESG(6) NSTALL LEVELING FOOT WITH WITH SEALING WASHER BOLT & WASHERS. MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES (2-1/2" EMBED, MIN); LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 19" (E) RAFTER ST/�1N®®FF RAFTER 2x8 @ 16"OC ROOF AZI 87 PITCH 32 STORIES: 1 ARRAY AZI 87 PITCH 32 SCdIe: 1 1/2" = 1' C.J. 2x6 @16"OC Comp Shingle J B-0 2 6 2 43 0 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: BrIe CONFIDENTIAL— THE INFORMATION HEREIN J�NUMBER: - � CONTAINED SHALL NOT BE USED FOR THE DASILVEIRA, SAM DASILVEIRA RESIDENCE Brendan Cuffe �;;,SOIarClty. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 0•-� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 662 SUDcBURY LANE 7.02 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES H YAN N I J M A 0260� ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive, Buildng 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (27) TRINA SOLAR # TSM-260PD05.18 _ j SHEET: REV: DATE: Marlborough,MA 01752 SO LARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME T.- (650)638-1028 R (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A-USo00SNR2 (774) 836-2653 STRUCTURAL VIEWS PV 3 1/21/2016 c66e>-soL-CITY(765-2489) wwwsdareRy.cam } UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. J B-0 2 6 2 4 3 0 00 PREMIX OWNER. DESCPoPnON DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER:CONTAINED SHALL NOT BE USED FOR THE DASILVEIRA, SAM DASILVEIRA RESIDENCE Brendan Cuffe ' ��SolarCi ty BENEFIT OF ANYONE EXCEPT SOLARCITY INC.. MOUNTING SYSTEM: Iwo•c NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 62 SUDBURY LANE 7.02 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES H YA N N I S M A 026 01 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (27) TRINA SOLAR # TSM-260PDO5.18 Marlbarou MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME' DATE T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. ISOLAREDGE SE6000A-USOOOSNR2 (774) 836-2653 UPLIFT CALCULATIONS PV 5 1/21/2016 (BBB)-SDL.-CITY(765-2489) wwwaclarcity.cam GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:QOB2OM100 Inv 1: DC Ungrounded`.' INV 1 -(1)SOLAREDGIE ##SE6000A-USOOOSNR LABEL: A. -.(27)TRINA SOLAR ## TSM-260PDO5.18 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:44015675 Tie-In: Supply Side Connection ; Inverter; 600'OW, 240V, 97.5%'w/Unifed Disco and ZB,RGM AFCI PV Module; 2GOW, 236.9W PTC, 40MM, Black Frame, H4, ZEP, 1000V ELEC 1136 MR Overhead Service Entrance INV 2 i= ` j Voc:•38.2 Vpmax: 30.6 INV.3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 100A MAIN SERVICE PANEL E; 10OA/2P MAIN CIRCUIT BREAKER 4� (E) WIRING CUTLER-HAMMER Inverter„1 _ Disconnect CUTLER-HAMMER i 100A/2P 4 Disconnect 3 SOLAREDGE DC+ - A 35A a SE6000A-USOOOSNR2, DC- MP1: 1x16 B - - --- ------/-�-- A - U Lt; 4 24av F---,- -------- _� g L2 I . 1 DC+ (E) LOADS GND - ---- GND ------------- ------ --- -- DC+ + MP P3 1 1 - E 2,M x EGCI L .GC �N � DG C _. - 1 r;_._-J - - GND '. -_ EGC--- ------------------ --- ----- ------ G -----------------�J - , N w l a , _ .:r (1)Conduit Kit; 3/4' EMT'.. - _ t- o EGCIGEC �.- GEC ` - `. a TO 120/240V SINGLE PHASE 1. . 1 ; r 3 t: a - UTILITY SERVICE I i _ ' I M P WITH RAPID• - ,..PHOTO VOLTAIC EQUIPPED WI SHUTDOWN Voc* = MAX VOC AT MIN TEMP'. t POI (2)Gro qd Rod A (1)CUTLER-HAMMER III DG222NR8 PV. (27)SOLAREDGE P30D-2NA4AZS r Sr8 x 8, per Disconnect; 60A, 24OVac, Fusible, NEMA 3R ;- AC 3' PowerBox Optimizer, 30OW, H4, DC to DC, ZEP DC -(2)ILSCO 4 IPC0-�16 -(1)CUTLER-�IAMMER DG100N8 Y Insulation Piercing Connector; Main 4/0-4, Tap 6-14 Ground/Neutral It; 60-100A, General Duty(DG) nd (1)AwG#6, Solid Bare Copper SCSUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE (I CUTLER-HAMMER 9 DS16FK �__ -(1)Ground Rod; 5/8' x 8', Copper AS SERVICE EQUIPMENT AND.SHALL BE RATED PER NEC. Class R Fuse Kit . *-(2)FERR Z'SHA MU25O ,fig R35ass RK5 PV BACKFEED OCP (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL B (OCUTLER-HAMMER B DG222URB ELECTRODE NO REQUIRED DEPENDING 0 LOCATION OF EL MAY T BE QUIR DE NDIN N LO ON (E) ELECTRODE Disconnect; 60A, 24OVac, Non-Fusible, NEMA 3R ` (1)CGUrnound�NeuMER #D I OOA,General Duty(DG) ®� 1 AWG#6, THWN-2, Block -. (I)AWG#8, THWN-2,.Block - (2)AWG #10, PV Wire, 60OV, Black Voc* =500 VDC Isc =15 ADC (1)AWG g6, THWN-2, Red ®Ist-(1)AWG#8, THWN-2, Red ! ® (1)AWG g6, Solid Bare Copper EGC Vmp =350 VDC Imp=11.73 ADC (1)AWG#6, THWN-2, White NEUTRAL Vmp =240 VAC Imp-25 AAC L�J (1)AWG#10, THNM-2, White NEUTRAL Vmp =240 VAC Imp=25 AAC • . (1)Conduit Kit; 3/4' EMT . . . . . . .-(1)AWG#6,.Solid Bare.Copper. GEC. . .`,-(1)Conduit•kit:.3/4'.EMT•^ (1)AWG�B;.THWN-2,:Green . . EGC/GEC-.(1)Conduit•Kit;.3/4".EMT. . • • ;," �_ . (2)AWG#10, PV Wire, 600V, Bla lc Voc* =500 VDC Isc =15 ADC O (1)AWG g6, Solid Bare Copper EGC Vmp =350 VDC Imp=8.07 ADC . . . . . . . . . 1)Con0uit Kit: 3/4'.EMT. . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . PREMISE OWNER:. DESCRIPTION: DESIGN: CONFIDENTIAL S THE INFORMATION HEREIN E B-0262430 00 DASILVEIRA, SAM DASILVEIRA�RESIDENCE Brendan Cuffe CONTAINED SHALL NOT E USED FOR THE So�arCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., EM: NOR SHALL IT BE DISCLOSED IN WHOLE OR INunt Type C 62,:-SUD.BURY, LANCE --� 7.02 KW PV 'ARRAY ��. PART TO OTHERS OUTSIDE THE RECIPIENTS ( �YANN�S MA 0260� ' ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE NA SOLAR # TSM-26OPDO5.1H SHEET: REV: DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME , T. (650)638-1028 F:.(650)636-1029 PERMISSION of sOLARaTY INC. GE sEs000A-us000sNR2 (774)_836-2653 THREE LINE :DIAGRAM PV 6 1/21/2016 (688)-SOL-CITY(765-2489) wewsalar�itYaam Label Location: Label Location: Label Location: (C)(CB) �1(� (AC)(POI) ��� © ° ' (DC) (INV) Per Code: Per Code: Per Code: , NEC 690.31.G.3 so o - o o NEC 690.17.E ° o 0 0- a NEC 690.35(F) Label Location: =° ° - o 0 0 •- TO BE USED WHEN e INVERTER IS o•e o o o s o 0 (DC)(INV) 0 B 0 Per Code: UNGROUNDED NEC 690.14.C.2 Label Location: Label Location: o Iilo Vi o • o o i ,o (POI) (DC) (INV) { Per Code: ° Per Code: •-e�o o e o NEC 690.17.4; NEC 690.54 NEC 690.53 o , o , V° • :�o a '©•s` o ��.; TI- Label Location: . 4 . (DC) (INV) 71 Per Code: e o • ° le o NEC 690.5(C) Label Location: - 1 (POI) o e e • o o �x� -- . , o • °-o - o -o k Per Code: * 4 NEC 690.64.B.4 o o e , ' , .x '`, 5 LDaCeI Location: ��. (DC) (CB) - •.._ - Per Coder �, � ;" t Label Location: NEC 690.17(4) m ® (D) (POI) • o :o o Per Code: ••o e - °tea. o ov o _'•..F ,; � e- -o a fi• o NEC 690.64.13.4 � ,. ` �le�.:!•f{e •5 .-C� iF&rv� ��G M� vT.. rwy. ,f^Fe.,i",' .�' .._.x .. Label Location: (POI) _ Per Code: Label Location: ® e o � NEC 690.64.B.7 o 0 o e - e (AC): AC Disconnect mot• O ,� ' ® _, � =� -(AC)(POI) o (C): Conduit ® ® Per Code: e NEC 690.14.C.2 (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect '' AC POI LC Load Center Per Code: (M): Utility Meter °- ° NEC 690.54 (POI): Point of Interconnection CONFIDENTIAL- THE INFORMATION HEREIN CONTAINED MALL NOT BE USED FOR r%, ad 3055 Clearview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED San Mateo,CA 94402 IN WHOLE OR IN PART-TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, T:(650)638-1028 F:(650)638-1029 i EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE Label Set ►� ol i (888)-SOL-CirY(765-2489)www.solarcity.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. ° "SolarClty ®p$olar Next-Level PV Mounting Technology ' ° SOIafClty ®pSolar. Next-Level PV Mounting Technology Components Zep•System jf for composition shingle roofs • Up-roof . _ C Le_veling Foot ar"ioi°zep root LrOerlmak 51de sf awal Part No.850-1172 z i ETL listed to UL 467 , � w `f Zep Compatible av Module • ",_ x"-.. , 4 r Zep Groove .., ' _,rr•. - . ' - _ Rod AttadhmeM Array skin , y Comp Mount Part No.850-1382 Listed to UL 2582 Mounting Block Listed to UL 2703 FqO� Description jPV mounting solution for composition shingle roofs � Works with all Zap Compatible Modules °1NPp Auto bonding UL-listed hardware creates structural and electrical bond » • Zap System has a UL 1703 Class"A"Fire Rating when installed using modules from any manufacturer certified as"Type 1"or"Type 2 �L usreo Interlock Ground Zep V2 Wire Clip Inte DC r Specifications - Part No.850-1388 Part No.850-1511 Part No.850-1448 Listed to UL 270.3 Listed to UL 467 and UL 2703 Listed to UL 1565 • Designed for pitched roofs • ' , ��• - � . ' • Installs in portrait and landscape 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 listed to UL 2703 Engineered for spans up to 72"and cantilevers up to 24 Zap 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 zepsolatcom zepsolar.com Listed to UL 1565 Thiswarranty for This document Solar or about its products or services.Zap Solar's sole warm is contained in the written product warranty for document does not create any express warranty by Zap Solar or about its or services.Zap Solar's sole warranty is contained in the written product wa a tY � e does not create any express warranty Zap So P p my P h each customer is solely each product.The olar's products constitutes the sole specifications referred to in the product warranty.The customer is sole) ch roduct.The end-user documentation shipped with Zap Solar's products constitutes the soles specifications referred to in the product warranty. I y p cL a end-user documentation shipped with Zap S p P P b Y P PP P P b P P P PP responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com, k, - 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 S . � � Q Fdyxy�'. solar so I a r=oc SolarEdge Power Optimizer © QModule Add-On for North America P300 / P350 / P400 SolarEd a Power Optimizer +-R" , *`F P300 P350 P400 - .W f" S t 3 '{ (for 60-cell PV (for 72-cell PV (for 96-cell PV Module Add-On For North American., , - modules) modules) modules)- P300 / P350 / P400 � � ° ;INPUT _ I `. Y t §i ;-P r �• Rated Input DC Powedrl ....... .-.. - ......300 ..... 350 ....... .. 400 .... W..... ............................. 4 p �' ,..� w, r Y,� v;;.;i Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80.. Vdc .a Ate`:, , MPPT Operating Range .......... .......8-48....... ........8..6U ...Vdc ..................... ........................................................ ............. .. ?+ ' p.^r" �.` Maximum Short Circuit Current(Isc) ............. ............................ .10. ........... .................... Adc ..- � s �. ........... ........................ ............................ .... ........... .................. - - y ar �•. Maximum DC lnpu[Current 12.5 Adc 'Min, ` Maximum Efficiency 99.5 % ....................................................................................................................................................... .. ... ..'^ .? ,,, ti�'E t 'y}.T.; Weighted Efficiency 98.8 %.. Ey �` Overvoltage Category II r z n'; i OUTPUT DURI NG OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER). .i..................................... ................. 15..._ ............. ...... Adc.... Maximum Output Voltage 60 Vdc f OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) `��?, ,.:. K.,•„- y x •.--..� Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE t`, ,^.mot t,, EMC FCC Part35 Class B IEC63000 6 2 IEC63000 6 3 ,+.'.. .. ........................................................................... ... .. ......... .. ... .... .. ........ ........... .�." l „. '+ •` k�t,��. a. ,x S•t,. , i - "'ri Sa .. ....... IEC62109-1(class ll safety UL174 . ... .. ....................... .... .. 1 _ .... ..... . .... ._ RoHS Yes a )INSTALLATION SPECIFICATIONS .. .( 1000 Vdc Dime nsions(W x L x H) 141x212 x40.5/5.55x834x1.59 mm/m .Weight(mdudmg cables)..... ....... .......................... ............ 950/2.1 ...................... Br/Ib.... Input Connector MC4./Amphenol/Tyco Y 7 T ''ti.;, v $ *`� ` "`'',. ` Output Wire Type/Connector Double Insulated; ................... . fk. .. 5•. �„1 .... ....... .................................. ........... .... .. ... ... ................ .. .. .-Output Wire Length ..0:95/3.0. � 1.2/3.9. . m./ft. c Operating Temperature Range................................................................ ...... ...............4..0.. /.40-+185 ...................... -C t ,..ir 2 �.eT' »..a g `` �"`�` Protection Rating IP65/.NEMA4 .. .. 0 100............ ................... ...%...... ................................................ ................................................................................... ............ K.-srC W'ucr&f motlulc M 1tl &.p to,5%Vnwcr tole—owed. b+n. n:�. s. - .. ✓v. T+us ram. >, _c2 ^'�.,, a�k,�, .; ... . .-.._ _ PV SYSTEM DESIGN USING A SOLAREDGE � �THREE PHASE THREE PHASE - SINGLE PHASE INVERTER - 208V 480V PV.power optimization at the module-level Minimum stria Length(PowerOptimizers). 8 10 18 ...................g.... ...................................................:.... Up to 25%more energy - Maximum String Length(Power Optimizers) 25 25 50 ......................................................................................................................................................................... Maximum Power per String 5250 6000 12750 W Superiorefficiency(99.5%) ..............P g......er St........ .................................................................................................................................... Parallel Stria s of Different Lengths or Orientations Yes - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading """"......""""'""""" ...""'""""""""'""""'""""".... - Flexible system design for maximum space utilization - Fast installation with a single bolt - Next generation maintenance with module-level monitoring - Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us - THE 1 namount MODULE TSM-PD05.18 Mono.' Multi Solutions k, DIMENSIONS OF PV MODULE - I ELECTRICAL DATA @ STC + unif:mm {. Peak Power Watts-Prwx(Wp) _T 245 � 250 I 2-55 �. 260 941 1 O' Power Output Tolerance-Pmnx(%) - 0-+3 t_ Maximum Power Voltage-Vmr(V) � 29.9 I 30.3 I 30.5 ,� 30.6 TH'E 7[?, � r M OUrl e LL _ Maximum Power Current-tmrr(A) 8.20 ii. 8.27 8.37 8.50 unmEriw,E Opcn Circuit Voltage-Voc IV) 37.8 I 38.0 38.1 t 38.2 ' - - o _ add It - - _ f -i�rvnnuwGnoEE Short Circuit Current-Isc(A) 8.75 8.79 8.88 9.00 - I Module,Efficiency nm(%) - _ 15.0 _ �. .15_3 -�.- 15.6 _( 15.9 ,- - `�O D U E - 0 f tt SIC:Irradiance IDOO W/m-,Cell Temperature 25-C.Air Mass AMI.5 according to EN 60904-3. r 1 o Typical efficiency reduction of 4.5%at 200 w/m'according to EN 60904-1. 0 4 ELECTRICAL DATA @ NOCT 60 CELL f _ Maximum Power-Pmnx(Wp) �182 186 190 193 • I c Maximum Power Voltage-Vmr(V) 27.6 28.0 ( 28.1 28.3 ] MULTICRYSTALLINE MODULE �O4.-NDNG HOE (Maximum Power Current-Imrr(A) 6.59 6.65 6.74 6.84 WITH TRINAMOUNT FRAME - Open Circuit voltage(V)-Vac(V) 35.1 35.2 l 35.3 35.4 A A Short Circuit Current(A)-Isc(A) Z07' 7.10.. T 7.17 - 727 ' t . PD05.18 .� I _ 1 180 NOCT.Irradiance at 800 /m.Ambient Temperature 20 C,win Speed l..m/s. .. .�. w mb�end Spe m/s 245-26O s s _ B 2 �.. - Back View.r. POWER OUTPUT RANGE + MECHANICAL DATA It Solar cells~ Multicrystalline 156 156 mm(6 inches)' . . i ram` Fast and simple to install through drop in mounting solution r ( ) {{ t b Cell orientation p}60 cells 6 x 10 �I •� _ .' a _ _ _ Module dimensions 11650•992•40 mm(64.95•39.05 x 1.57`inches) i Weight ;ll 21.3 kg(47.0 Ibs) MAXIMUM EFFICIENCY - - ` ( !!Glass - 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass Qg)) A-A Backsheet White .. Good aesthetics for residential applications 777 Frame Black Anodized Aluminium Alloy with Trinamount Groove ®fV t I-V CURVES OF PV MODULE(245W) �- o-Box IP 65 or IP 67 rated x f �3 - - _ - I - - Cables Photovoltaic Technology cable 4.0 mm (0.006 inches), - - 1 110.00 1200mm(47.2 inches) POWER OUTPUT GUARANTEE 9m j m _.�Fire Rating r Type 2 }. 7m 600W/m2 Highly reliable due to stringent quality control 6m Over 30 in-house tests(UV,TC,HE and many more) ?a� wsm As a leading global manufacturer ` 0� • In-house testing well beyond certification requirements = y f u I TEMPERATURE RATINGS MAXIMUM RATINGS " f of next generation photovoltaic roducts,we believe close 2 m 2o0w/m' (Nominal Operating Cell t Operational Temperature -40-+85°C p 44°C(+_2°C) Temperature(NOCT) (. o cooperation with our partners 'm Maximum System 1000V DC(IEC) ff is critical to success.'With local. ,' - `' . . - - -t o'p It. Temperature Coefficient of Pmsx ,-0.41%/°C Voltage ' 1000V DC(UL) I to.m 20.00 - 30.°° 40.00 ^ 1 presence around the globe,Trina is varage(v) ( . Temperature Coefficient of Voc ;0.32%/°C .Max Series Fuse Rating* 15A )- able to provide exceptional service - to each Customer in each market ' Certified to withstand challenging environmental I Temperature Coefficient of Isc _0�o5�/°c ' and supplement our innovative, conditions I reliable products with the backing 2400 Pa wind load of Trina as a strop bankable WARRANTY g' • 5400 Pa snow load partner. We are committed , - - 1 10 year Product workmanship Warranty r I' to building strategic,mutually !!25 year Linear Power Warranty beneficial collaboration with I q�__.,_ installers,developers,distributors (Please refer to product warranty for details( a and other partners as the r b 9y 9 CERTIFICATION t backbone of our shared success in - � `- �: driving Smart Together. { LINEAR PERFORMANCE WARRANTY(} PACKAGING CONFIGURATION a' 10 Year Product Warranty•25 Year Linear Power Warranty sous c Sus Modules 9 1 1per box:26 pieces w Trina Solar Limited I► ( Modules per 40'container:728 pieces jj www.irinasolaccom ? ol00% Addiry°na L �- -_ _ _._1 I ( l value fr EB-30 WEEE i bMl U art'r Tr/ t.- ti CO I 1 ( c 90% - _ na Solor s 1/Depr. o Warrant, - - CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. �NP4riA "1ry0F�s( ryL� - ryOI�► may'�^ ®2014 Trina Solar Limited.All rights reserved.Specifications included in this dalasheet are subject to - LI oLILI�.IsolaI 80% ._._ ,�_�__.__, :_�. TU onasold change without notice. Smart Energy Together Years s to Is zo 25 Smart Energy Together abepO (, Tnin standard �Q lhddua y tiv,dard --•,--»:...1 ' i ' THE Tr6amount MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC ' unit:mm Peak Power Watts-Pmnx(Wp) 1 ,250 r 255 260 1 265 941 Power Output Tolerance-PMnx(%) 0-+3 t T H E TNRE mOunt o 30. Maximum Power Voltage (V) 30.3 1 30.5 I 30.6 8.61 rxnon o 1 t BO% !Maximum Power Current-IMPP(A) 8.27 8.37 8.50 8.61 1 t { - EPLFTE �+ Open Circuit Voltage-Voc(V) { 38.0 38.1 } 38.2 38.3 _ - o I. p E wsruueG HOLE Short Circuit Current-Isc(A) 8.79 8.88 9.00 9.10 - MODULE , Module.Efficiency rim(Ce r. .Air t 15.r 15.9 .� 16.2 STC:Irradiance IOOO W/m',Cell Temperature 25"C.Air Mass AM1.5 according to EN 60904-3. Typical efficiency reduction of 4.5%at 200 W/m'according to EN 60904-I. o o ELECTRICAL DATA @ NOCT ® ����� , - Maximum Pov✓er-PG,nx(Wp) j -186 � - 190 .� - 193� _I a 197 Maximum Power Voltage-Vn (V) 28.0 28:1 28.3 28.4 MULTICRYSTALLINE MODULE Maximum Powers n-IMPP A) 6.65 6.74 6.84 6.93 se e.s eaounoiHe Hoff PD05.1$ A A Open Circuit 35.2 35.3 35.4 35.5 WITH TRINAMOUNT FRAME - wH°EE _ s Short Circuit Current(A)-Isc(A) .,.„. 7.10 T _ 7.17 - - ,_Z.27 R. _ - 7.35 ' I f NOCT:Irradiance at 800 W/m',Ambient Temperature 20°C,Wind Speed I m/s. 250-26.5W. 8,2 ,8D Bock view, MECHANICAL DATA POWER OUTPUT RANGE Solar cells i Multicrystalline 156x 156 mm(6 inches) 11 - Cell orientation 60 cells(6 x 10) Fast and simple to install through drop in mounting solution ; ,Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) � - t o Weight 19.6 kg(43.12lbs) 16.2 v E 0 Glass (3.2 min(0.13 inches),High Transmission,AR Coated Tempered Glass MAXIMUM EFFICIENCY Backsheet tt White Good aesthetics for residential applications It Frame f Black Anodized Aluminium Alloy ® !J-Box IP 65 or 67 rated AA.i�rr C '!!!Cables. Photovoltaic aic Technology cable 4.0 mmz(0.006 inches'); VV 1 ®� _,1� --✓ _ t 1200 mm(47.2 inches) POSITIVE POWER TOLERANCE I-v cueves of Pv moduLE tseowt Connector � H4 Amphenol I m.00 - e Fire Type f UL 1703 Type 2 for Solar City Highly reliable due to stringent quality control • Over 30 in-house tests(UV,TC,HF,and many more) As a leading global manufacturer • In-house testing goes well beyond certification requirements ? G°ow m' TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic 00 • PID resistant f _- products,we believe close y, 40° Nominal Operating Cell ( , ) Operational Temperature -40-+g5°C l �Temperature(NOCT) 44°C +2 C cooperation with our partners - °.o° , Maximum System 1000V DC(IEC)is critical t0 SUCCeSS. With IOCOI 2- (Temperature Coefficient of P.. -0.41%/°C Voltage 1000V DC(UL) presence.around the globe,Trina l5 - '00 'Temperature Coefficient of Voc 1-0.32%/°C 333 Max Series-FuseRating 15A - ! able to provide exceptional service °°° ' 05%/°C o ro z° ao w - sa Temperature Coefficient of Isc 0. to each customer in each market � Certified to withstand challenging environmental . _......��_ _ _� 1 and supplement our innovative, conditions °olds•m reliable products with the backing • 2400 Pa wind load of Trina as a strong,bankable -� • $400 Pa SnOW load WARRANTY partner. are committed - 10 year Product Workmanship Warranty t I CERTIFICATION - I to buildingg s strategic,mutually 125 year Linear Power warranty beneficial collaboration with - --- -- - - - installers,developers,distributors = w•� c 4L u3 SPT (Please refer to product warranty for details) ¢ I and other partners as the _ _ a ae� Le,r° °' backbone of our shared success in I 1 driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY L=� ' PACKAGING CONFIGURATION 2 C-1-T Modules per box:26 pieces z 1 Year Product Warran •25 Year Linear Power Warran p p 0 ea Warranty ty Trina Solar Limited - ' I f 3 - LModules per 40'container:728 piecesY - I www.trinasolaccom ml00% _ .w. _ Adtlifio�al v a ham rri . 0 90%.i- I na SOlgrs ftT7eCr M'OrfaAh, CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT rpMVArie - C11?ry0 ®2015 Trino Solar Limited.All rights reserved.Specifications included in this datasheet are subject to ,n �Iromsolar ( 0 80% - -- pLl on-asolar change without notice. Smart Energy Together Smart Energy Together <ed Years 5 10 15 20 25 OI(p 1 !❑Trina standard 13 OTduwhy standard -,J a �'+ - s ola r - oWo & Single Phase Inverters for North America s o l a r e ','.' SE3000A-US/SE3800A US/SE5000A US/SE6000A US/ 0Wo - �OOA-USSE7600A-US/SE10000A-US/SE11400A-US SE380OA-US- SESOOOA-US SE6000A-US SE760OA-US SE10000A-US SEIL140OA-USy , )OUTPUTSolarEd a Sin Ie Phase Inverters9980@�208V Nominal AC Power Output 3000 3800 `;000 6000 7600 11400 VA ........................... ... .. i0000 zaov, _ 's400 @ zoBV.. 10800 @ zo8V - %* ` F••# w �` Max.AC Power Output 3300 4150 5450 240V 6000 8350 10950 240V 12000 VA For North America ` , ....... .. ..... ...................... .... ..._. @... @....... ................ , AC Output Voltage Min:Nom:Max.1 1 - SE3000A-US/SE3800A7US/SE5000A-US/SE6000A-US AC Output Voltage Min.Nom.-Max!?1 '"3`,, 211-240-264 Vac ✓ ✓ ✓ ✓ ✓ ✓ ✓ - ' - fAi .�;; ..... .... ............ SE7600A US/SE10000A US/SE11400A US ' . a z °. ` AC Fre uency Min-Nom:Max.111 59.3-60-60.5(with HI country setting 57-60-60.5) Hz Y.:'* •;rs- `h. .'tsz+� ., , '? �- ........4........................... .. ............ ........... ............. ........... .. ... .. 24@208V -48@208V - _ ,t ( Max.Continuous Output Current 12.5 16 25 32 47 5 A < . :. _r '3" s:--u••` .. ....... .... .................... ........... ............ .21,�u1,240V .. .... .............. .. • .240V... ...... ........... s wA Threshold....:. ..... .. 1................... - ....................... ..... A .... Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes ...Yes INPUT? 1, Maximum C DC Power(STC�._.-.--... ...4050 .•• -..•.5100.- _6750....• •8300..- 10250..,.. .13500.,.... ,.,.,15350.,,. ..W..... <: - k. \ •�°-*a " i.?�::' ;�^.tt'a^'-"z x :rr�\+„ 'T i`=.„a:: Transformer-less,Ungrounded .... Yes ..... ...... .. _ - q ................. '•,,.^' -""""'`""y-•.-."f.� 1L ._r" ..� t Max.Input Voltage 500 .. Vdc... % Veat s1Y Nom.DC Input Voltage ....... .. .......... -.325 @-208V/,350 @ 240V....... .............. .Vdc.... - 9 .......................... ... ::. ...16.5 ,� 71an,»,_ �•ri`... ?.a` ...'. - '.` ,,�. .., ,� .'� x''•r-,�. Max.Input Current(" 9.5 13 15,5 240V 18 ..23.........305 240V 34.5 Adc .. .fir, .. :. .. .. I ..... I @ I ... ...L. @ L. `J.; .?` -Yr r '+`-`- {._•� _....., _ ,:.,., ,�:.'_.,-�•'g""... ,.'... Max.Input Short Circuit Current 45- .... ........................ .Adc.... - • .'�—+-1:.. • k--•a�+ .... ............ ... ........................................... ................................ Reverse-Polan..Protection ..Yes .................................................. ......... _ - . . -, ;,=.A,v._,.r r • -.'.w r•°^ --_ „?=.;. _,,;'' '" .;: ;" Ground-Fault Isolation Detection.... .. .. ,. 600kn Sensitivity .-- .. --.. .... •.- ., Maximum Inverter Efficiency- 97.7 98.2 - .....98 3............98.3..... ..98.. ..98. ..95. ...%.. _ c ............. ... ......... ....... ....... .97.5 @ 208V - ...97.5... ...97 @ 208V... .............. .... . . 1 .. - - CEC Weighted Efficiency 97.5 98 97.5 97.5 .... .. _•,,- .x. + ... -•,r �':: . -,. ,. ,t�, ..�>: ".;' ... ...L.98.�°.240Y......... .... .............. 97S @.240V.. .. ............. .. ... °f. ..Nighttime Power Consumption...... ......... ... ... <2.5 <4 W AL URES Su rtl d Comm NEAT po ation Interfaces - - RS485,RS232,Ethernet ZigBee(optional) ....... ' t _ ' »•..>.. ',.`z, - + „. y° ' z.. :.. Revenue Grade Oata,ANSI C12.1 Optional(3) ....... ......... . . _;gnp• »'r-. Rapid Shutdown-NEC2014 690.12.. ....................Functionality enabled when SolarEdge rapid shutdown kit is installedl4l............. P Y j STANDARD COMPLIANCE .r, ,4 a .^*. .,T' -�=k^,. s+"<,. ^.�i� - ;r 'Ne,' x I :: ;� ,, •tLx ,•. -, �� „,sxi•. Safely ..... ....... ................. UL1741 UL1699B,UL1998,CSA 22 2............... ............. .... .......... .. _ Grid Connection Standards ............................... .IEEE1547 ................................................ ......... _ .................................. _ .` ." �,+..d ,r�� , -� �•'. .' - ..Emissions .... ..... FCC part15 class B t INSTALLATION SPECIFICATIONS AC output conduit size/AWG�n6?... 3/4 minimum/_36.6 AWG... .... ..... 3/4;.mmimum.8 3 AWG ... DC inpilt conriuit size/R of strings/ - 3/4"ml um/1- rings/ 3/4'minimum/1-2 strings AWG ..... .. ............................... .. 6t ,. .. . .. 9 � ., •.. - AWGlang?..:....... n114:6 AWG Dimensions with Safety Switch• - �30.5 x 12.5 x 50.5/ in/ •• 30.5x12.5x7.2/775x315x184 ................. ............ .................`................................ ...... ..... .......... ........775 x 315 x 260......... .mm.... t + Weight with Safety Switch 51.2/23.2 54.7/24.7.• •.. ..........88 4%•401• ..., I...kg... . e - .,.� •,,.+,- ..- t 1.„ '�i ... .......... ... ........ .. ..... . ............ ............... ....... ..Natural:. .. ..... .. -.convention•. Cooling Natural Convection and internal Fans user replaceable) - - - _ - fan(user The best choice for SolarEdge enabled systems ............................ ... ..... ........... ......... ....... ..................:........... .replaceableL................ ............................... Noise <25 <50 dBA .. ........................................ ................................................................... ....................... .......,. .. .... * Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Min:Max.Operating Temperature Isl 'F/"C - - g, p ,( Yp p . -13 to+140/-25 to+60(-40 to+60 version available � Superior efficiency(98%) Range.......... ........................ ......:............................................................................................. .................. ......... . Protection Rating....................... .................... NEMA 3R - Small,lightweight and easy to install on provided bracket For otherregional settings please contact SolarEdge support. 1'1Ahigher current source may be used,the invenerwll limit its input current to the values.stated • — .Built-In module-level monitoringIsl Revenue grade Inverter P/N:SExxxxA-US000NNR2(for 760ow inverter:SE7600A-US002NNR2). " - I°1 Rapid shutdown kit P/N:SE10004SD-Sl. > — Internet connection through Ethernet or Wireless Is1-40verson P/N:SExxxxAUS000NNU4(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 ) sunsae USA-GERMANY ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THENETHERLANDS-ISRAEL www.soWedge.us i � i 45 e�