Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0035 ALLAN ROAD
r , f r•F fl, 1 V , ':{ i; „tl .,qi- T„ , .r:\.., 4-..a}�,a,.rd sp.. Iti. t.lr,.,$t. 4, ..,x..„ 1 yam, :r.x,��. •a. t=14,� 'iC i 1 ,+ .:t ,,,F r•, .art, 4�,. r r !:r � Y, I v: Y:rJ,,, .5 ..,F ,1 � F...r.k, r ;+,.ti ,. ,<rC 7 ,i. i,,rSrr�r �. '�'.. � "e'�. ttl' r r f : : a„v,, r,( i w. .r tS�. C,: s,,. r� }d, ,rk,,y .1Y. ..{.}_,.:u k: ,. jd•tt°tf �,:. �... E. y�Y. Fr,:'W.i�.x r. 15n� , 3 t,:. '.r.... ... k, :,.7,,r• .:'R r... J.,`;t:..r.,, r>,,-•.. r ;,�,� .}„f t.,,:.. ..,.,. ,.i r ) ...�4+.,, ,r.,r ,.�i ,. ,}'•_.f!:�' :$., ».. } ,.. r,� ,r��lF# fy,, Y. 1..-,• t. ,. r,,r:u :,..a;a t .,; „, t - ..,.�,j.• #;t,.,lC, ,.t , ,at s� ;' �L g.y ,rs,Y s 5 .d: ,.kiK.:rl ,^, .,ui ,,)4 .. .lrr,tr P t .r,.}�!. , !,'t�, l ,r(q,�,r+, , :.,., Y ,^•,x;). .. -:,, (.,.:... ,: r t.' .;-. {.. a,.r '. f:ftl h.!s.Sza.. (t „?::.�,#,+, y,F.V ia:�:�..�t If # ,. .1. 1 p,>.1i :Crti irp� t;-:Pr k, ��' k:4u.. < - � ;, t.-,;r- o.�, it... S1, , `: ,}1. y✓ �,,:,.f{ '.:.. ,. ,. .�,.r,. fy �;}Y. ',.ql ( ft (�¢ M i lti'• t >t i,s,„' 2, •.1 '�:: j,;. r, 'y #t.. :#,G i1" r i k�...-� St`�Si :_ry {t,. i -r ('r t} � �4, -,-'+'Y i }� Y L J . , � ;1 ��1 J y'�.th,7�lt y , i:, f ,I ��, � ,),/J r df, f ,t .t. !y1;... t ,br y'a iv .yl Yi).tat. r pr '',-.e �• „a,:;. f •. ,. ,. },. tt rxA. .fa, k� A rw:.,, fiPr r!h'{` t- :. _ :, ut 1 I } } .,..1 (. t7, .: , .,. P ,. ,r � r, �, r r ;�• r} S .,.. ,.,:.... ...,.. :, .. .. r .f ,.. . ,� .,. ..7. .•, �' � .1 ,. .1.. .. ..f, < 9,. Fr.. 1 t,. ...,,., , r,,.', ..F:', ii'.., ! V .. .,,1(. I , t:.,..$ J � 5:.d... 1.,: . -:...IS ., : r„ r {"'�t �:.,.. ( y�:.r, t :.,. .. .: :., -: .,..: .. „ t.r : ,,. ,,._t,'r i . ... ,. Y k. ✓ a,yr 1, , :,,: ,, ..r. .,, � ..,,: ,:.i ,,r is .,. , ,ar-:,; ,, .-,,.,:. ,4 y` .7 .,: . ,_, . :t, _..., at ,,- r }� ,tt 4 _t_ ,a.�i� '�! ,t �`� ! >• Y,. ,1 ;-.i'.� ,� P� 4�+y�" r....,• .:.r, rr. .. ',. .,..•, ,. , r. �! r.( ,.1, .,, -. i....;r.� 'ir h'V F 1M:Y„} r {t,ti'1:./. J. 1.5 i, 7 ,t i,.,., y t y ,.... '1 .., _.. .,. :.• .' ;.. r :,, ,. ...i ... ..:, . ...,. ,.. r t t, r p,,`. I 2, t -<. p?".: l 'sf ,.: ... - .. ,.. .,.., .. : . ,.. , rr r t .... ,.,. Y .. ,:,. ,... .1 .. .,., 5.... 1' ,. ,.: .. ... Y.... f , .rk,..,r .;.::' '• .,. h:I?tr, ':P::, !t k: hF" , .,. , ., „_' .:.:• : .t.-, ..,. . ..:.... .. ...r, c- V.:`t .! fj .'n'� ;'w t _ l..t :'tit T ... 4 .. .. t .. ' r ,. ..� ... ..,.,. ,..,, -� .. .. .:�- .,. ,.�,. .:,,.,t ,I...(. ,.r ., ,, �,Y Y t 4':Fl..,. `t tt•3+1+.' e :a ) ,1. 1.. .. ,y .. ...... t .:,- .... ...:.... .. ,. ,1..�v,..., ,••... .,. �..',:.; ,,:" 1 J-• ,kl ,rA yx� .➢,.I-.I .S:: :IA. , ,:: . .; -., ..4•..,. ,.' .S�e � ,:: ,. Y: ,. .. r. ,r• .. .., ,,.: , . F:i. ..,.. ,, , r.. x.l... .. ,;.,:, ..�. ✓I 17.i. ,.-.Y_, ,- ,,t::. :'�4,J. ,F:.. rt t:'d)1 1 ,.: ... -. ,, ,: I •.:: :. ,.'t. .,,. .. .. .,...,.i . .:, r.. ,.:-,. , ., JI ,.,.I. !f' ,. .,i, {�, :,.,: .,,:�.:.r ..'F ..., 1 v ..y,. E� :1'-�i Sx .I:, t i:'A 4 1 r, ,.'a ._,,,:., .: ,'. r 4, , . r.,,, ,: t., i„kru•, t \. ,4 :i Y � 1t r ,.,.. i. I t.. I `Ik .' ,. ,- ,., _ .. .. . ,,: .' ,. . �:<. i., ,.,1.;:., -'.. ..,.:.t n. ,:;� ., .',.::. t , '- •�:'.� t1,.tCt r !, r., `f ,. .., r, ,, 7 :,,,•: .1,..., {tt{Y, !�,' I tt ,I y ,o,'>_- ;a /, � t , .: -:... .: �...- -. , �, ..,_ <,,.. ,,. ,,,j''I, 1--,,.,., .<, ,,. ....i _,.,:.y ,...,.... ... l fl ¢.- ',r,t t:1: F i• IE t a t �i�� r , .. .. ..:. ,1 _,:�' :r: , ,"x J, I„e..l,,: :,': _, > '.f;. yl! t :'7 ✓ ':':�, r f':' r'i tt'7:. ,<` L Y- i . r ': ::. �. .. , :.. ,p .:. +, 3 :,,. ,� .-1, , ... ...,,,..f, >I• F f` I:T J. /,' 's.^ ', 1 i 'd ..., �, ... .. r.. I t S ..., V.. .. .: r, .-:. ...,. I r-,. ,,..,. _, 1. ....._,... 1.,= .r a �:.. . .. x , '�%*.•a.1 I,f d<, : n, , ,, _. a., t, ° ,, tt :: .\, ,. r. r -, .. ., ,_ f f�".,, 4, c 1I t '' r;t• z {..: , , ,, 5. ., , :� r.. , r. r, � s .,y. t ., ,. ., r,.•,_. ,,, 1h,.,,rJ t. ,< (,.a S , r. .A.,.. f '_ ,.7 :.-. .,:.' l ,.:,:_ ,.',_ , .., , ,,... ,...,. ,�, ,,...: ,..,... �. ,.r.'..: 5_ _,,,... r I �9 _r) F. : 1, itr., Sv ,, x ...{ V, ,4'. , ;::. , -,: c... r' ;,.' s J r. c. 3 y` :J,r ,.✓.k. _4Y:5 ( ,} fit; I ti/) :. . ... .. .. .. :ti •, ,..:. r...., r 1, .. ....:.:. ..... ,... �t: } (� ..l't _.�>" t 1J" r,tr. �7 Y ..i,..,. r � 1. ..: :. ..., -: , :,...: �.::,.: ,,.. r ,r). �:t, i 3 r. i f,- 7 r.F: K •i",:i i. uff '.l alr i 1. - ar 1 -,. ,.:r . .: ..: .-.r t.. , ,..1. ,...-. ;.. -n. ',:- r 1, .:.. •_r. ,. i•" f` ( ,.i�:1 tr''! 1 i::,. .: t ::. .; .:, .a.., ,::, ,.,,. :, .i, ....:• .,....,. ...., ....: i ,.: :... , rr n. ::.+,t. 1, ,e, i, L7r` ! ,.rr ' ,' i ,:. . ., .. . .. •; ., ,. :., ,, .. ,_ .. :. ,.h... ,:a...< .,. f._, ,:af�+, ,I ,,--. C .P .tip... k .•,a ,t:.. .. ,. :.: r :. ,.. ..r r ,... , ,,:_ ,.. .. .. :, r ,i,:,v.,t ,, ,, r, ,. __..c;, ..,.rY ,e.Yd.: , p,,, t c J t..a; s F.•, / { { ) ,•f.:'-�: :IF f 1J::, :l J Y 1 1 t:i!(-t ,Y� , r , C, : , .�.�: ,: .. . - ,:::../ 7,, ,,,.;' ., .r.r I i':i.,' Isj; •r .,.,. ,3.1 „ t` l s. 1 y,., t. t.. , „ r ,, .r, ,. ,,,r.} i „ : r . t '.r 1 ! rr av: r -. t r,;•�r', ..:.:' ..:..... ..... ., -,<?.:,:. ,,:: >, ,. v.,„i x ,... ,. ;r;r if _..,.. `i:!:ff ::t ✓{ .1 nl' } dt ,,,x;r ,�:.4 ,q_1 :p r 'iriC,�, . t ,.( ;'. y 1 , {. r r t.i r r .. :. :' .. r �. .( �.. ., �, .., , •,''; , !: r4�iP J•' �.4.. C '•�d F t I';}, ,tt;� , 1 , I �'�' '1 r •rt t , J J } 1 i7 r t y L t 11 , l f lr . 11: ,I , tr t °1 H4: I � t I? i3 � I r S! �..f .✓ E i,?:f tf`1" r1,� , r P.; I` a , 1 1( ( ! r;:`��': i jt .. 1, : a.. .. .,: .', ,s, :.,h ,: 1,,.._. ,. ... .-.. p ...r, t'.• a-d':. - Lii4`: .,. ... ,r. .... :•:,, :.r, r .:: N,,a,. ,i..'�. s,( �—r .a. .,....�� r„t �:-; r{ ....rV:.. ? { �:d br .,p r .Y• '.:..'.. (: :. .> , ,:i i..,. , .:r... '....,, ., .., ..r. ,. f'.„ ,,.-. , {,. r 1 �y... N '.:I/1,1 ,:•t,:-. t r r- , :. >.,., ,,,..., y,,:r.. ;,,�. ... n ,.,, ,f :..,,,,.- ,� r ,+,,;: 1 ',J` ry ct x,l�s.r I, ,a•s# ,/ %y: , } . , _ , t {.{!, t ,'.::•s,r ;f , l ';I yS , jr t ,y 1 SV,�, / ,4:1t , tt arl_t, , .e s IttYs e; i t 4•'r ail .. .:. ., :, ,:: ,: h i� ., r t. .;,'• ',l '��,p .,.: ? ri.Y': n r 4: , r p.„ rr ,,, y• r jl. t L ,a r �i: Jtyt�'{,Y;±. .A ✓e,t• : ,:' I ,.,:: r '„ .::: r � t :,.I,, �-,: r _. , r •:. i. , r r .:,•' i.( ,.k! I M',i s =1=} i f ,, I `v,}, f„ , .. M r ,7..:' ..J:'R t:,- ,�. ja,r -.-w}�. Ny.. r ,� k..•r J .:•t+� 7 rFr` t ,'^s,, , ..;. .e •rF. -ca a .IL ,r'.. j t ` , __ ___ '..':'. --,----�--'-'--!--*'.' , � .t „-: ,. . �.: .',i,. ,,; ..: !'.•, x r-, ttlr 4:. a if ' ix'.: f 1 I i ,: r r� ., • r , �:., ,:., i ,.:::. .,.... .1,'.:1 {' td t ..?v, '.i .y Sv t't,� r ,�?.,� t ! tl +fii', r t Yi 's., ,{+ i v• 4ir.r t a a t r 7 to J ✓,5 i 1 w,P : 1 r r d, ' 'i v 4 t 1 \ t❑ �r'' i t } .1 I� ,ir,'t t o t"d j.i�'d t".',J J ` t}! ; 1 .,. t .,t rt• , 7 e Y t` !•l k I # F , , :. r, . . -.: ,,r, ,.. ,. r.,, I ,,,:, •. r lx. lr;: ,I` Y >;d., �1ia t;�:?„ �.r.;`" .. .. ,. ,..:: ,.:' , , ,,:7. ,._,,....:J .t•, ,..tl,t. .,.. a ,rl .Y..„ f...,e ,w.da,,,>, I ..h," rv� ..{fro .;Y^� 4. (^ r •t,: t a rS, � ir ri'':1 'r.�r - '1; 1 >Cr � '•a ,�f cr.YYt ((75 ',i r':�.V{f,,.l r .i.r: r !r 1 `'t t': tr {t.t ,r g, d %d 't i�: :r. ,t c,i•- yR. It�.:�.y d I, 6 a€:: �,,, "t:,, ' .".. l�' I•'1 ;.I'.-, f ,1f i. ,:t}j" /JM ( d,I.I. -:,,,$.. {1 , , •. r ;' •a.' -' Y J. r r+ »• L !!i Jt, ,1, -'A t! .,. T" .}w t,t.1 s + , ,:_. ..,,: „ .'..: •„r.t 4 ,:, .,. r.,.+,i r t ! J i r r,`n r! /o,i' N4 ,S, `�Ft it GR'la i ] yt ' ..:.,'.. ,.., ,,.. ,., '.r, • rr', ,:::. , t-.,.,.., ., .,, :. ,.,:.. . '+ ,.,,...t., : r :r:\ f ti S :+> tf#', •r'i a i{ }h >',., , u t,. <,, t.,...at � fcl 1 Y��.. .. „ ; ,+., ., .. 4.. I r, .J ✓ U.,f.(r A r,a+ (, 4 't1.. �_/ 1 t ,. i. . ... , Y t l ,, t i t .L, Yv,},r t !it✓ ,p , r. ., .. (, .: ,.. .-.,, - -;, r. •,. .... .....: ............ :...:.. { �,-�� Y r Y#sit ..M 1l, , { , } -, •: :.... ., � ..,..., , ,,, ( '. .,:I,,,, 7,r...i .!rt s.. "1 t" °.�. P.4'.l,.` 31 V �'`t 4, i "� - :. , f r ,, rr =i r .. it ; r, ;,. „ 'i .,Pr. ,.,:•, .,,. r .,,,.,., r. t. ,{ .,a. 1:, �' :a ,c:Sd is 1` .fi t j ,k,,,• , rl:,b " ,.fir•,a ,. .., r :.,: ',. ..,:, 1 tt ...,i,....:: , ,,• .A a c' r5,.e 1, ,.n+... Y„ 1 .i' r t a. �, S!. ,f.:d,ow }. ,5.�e , H. :., ,,, �b f3..`'y7 ,4.. ..k�r8 _.Y,4. T' .,k P,x..l. ) ± �i , -.:._ : .. :. ,.:, 7., -,1..1...,,-.. a,�,.:.,.. , V-.e .. �.�..,. f.., f..k.n.t�.Y n.�` ,.~<.h,.Mr??t _, l.� -h_ :� .9.�.. { ri. r,"!'it t e. .., :,: �_,.1:.. .,. .. li '4.�. r•. ,. 7rppyy t�.,.+' : :..�..:. .I. .. :...... ...._...., .,,:±.,.., .1 ,'. .. r .. ...,. I.,, :. . ,.. , ,. .,.1~. PF•. .. ... ,.1 t r:, I r ,,'S t �.r;.^i. !'7: y .I.t;.,., ,Y .� ifl(., '., .. �. t•, , .�. . ..i ,,.J ,,...':rz 1 ,.,. ... ,N(.... t ::'.,. }YYi.. I ,1;.. J�, ..r t,14'. :d.. ,. .: ...� .. ,. ,.. '„ ,. ,,,.: .1:..- rl. ::,,,.: , .t :..I... 39 .. ,., rY ,.,,, F {•r i'$,�"1 -4,.. 5 !• ..... .. .F, f_. r r ,.... !!, , ., .1'•.. 4 , ..,x.....F Y, r',, � ,.).. fil. (: Y :r. .�' t j.• I i. .1'. „',; i ,, ,,, ,r,..., t.., ,.� -r,', , ,: � , n,SS• :} :'it -l.Y { rt:ii i .f. ..i. 'fl. �.. F' r '�itf, f #:- ,. ,. zti 1,..-,•-, r .., ,,.. .. . .., ', n r,:a!:: o.,.., :... .�.,, i.,-.... .,.. '.:t ;�: t..i�.;.. S[ r, t{;✓r rx, t lf.. .,fa ,Nt v.��.,;;�:vC, �:' j. !p 1 i:�'`., ..,L„ ,,'. .: .. � ::.. - :. > r. t •: ;. ..:::.�':: -' a:i';.. ('J�r,l ( l `J() t , F(.x:, , 'tiE k,- 3 .. t .,t t.<., f',..'F 'F li,t,kl�,yn1,, . ._.. - ., F + TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 06_3' '' Application Health Division :` "° s Date Issued Conservation Division Application Fe. o Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board' Historic - OKH f16 _ Preservation/ Hyannis Project Street Address �5I1 , i�oca Village tr CeAl Owner Rr-` ,,_r- P. l�ahcr-�/ Address AkIc"A vc� Telephone 1 ncm- qbo • a3� ����}- —3�-n lz ��- aa.(.1? Permit Request 3hs .k\ Sa\w< DLnc.l5 oc� t-no� aR txi5hn4 h s A'e w�`Nn aV) LI-p�rx�s a.00k.C"lz cts sr � �� � u P� �n s.�� —IL) be- ►nk��m..� � �� •e lc.G�c A,1 ��S�.-v�. . I� Kam/ � Qa+nr..1s Square feet: 1 st floor: existing _ proposed 2nd floor: existing proposed Total new — Zoning District R F Flood Plain Groundwater Overlay Project Valuation �3a,�o�' Construction Type Lot Size — Grandfathered: ❑Yes 2�No If yes, attach supporting documentation. Dwelling Type: Single Family J1 -Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes allo On Old King's Highway: ❑Yes 2!.No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other WA 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 WA Central Air: ❑Yes ❑ No Fireplaces: Existing WA- New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new sizedl}Pool: ❑ existing ❑ new size ✓A- Barn: ❑ existing ❑ new sizeWA- Attached garage: ❑ existing ❑ new sizelf/4'Shed: ❑ existing ❑ new size _✓/Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes JS No If yes, site plan review# Current Usee_� Proposed Use A o APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 'r4� 6LLS I J'5,Dk,1, Telephone Number Address 1l D_ 6rc-4.'+ License# 1_kA- ca40 Home Improvement Contractor# Email Cc Iv,c Worker's Compensation # WA 21,6 S/ 6;Z&s oay ALL CON RUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO CC<.W I�, G c C i 0 �c n n is. SIGNATURE 0-t 4 PR DATE aL , 4015 l d FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. I" ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. DocuSign Envelope ID:C956DE29-DB77-4565-A8E7-5E4DAA9288F1 Nk t �o,5olaf Cit�/ SolarLease . 1 3055 Clearview Way,San Mateo,CA 94402 t, , AMENDMENT T.(888)SOL-CITY F(650)560-6460 SOLARCITY.COM SUMMARY Date: 5/23/2015 Customer Name and Address Customer Name Installation Location Contractor License Arthur Doherty 35 Allan Rd MA HIC 168572/EL- 35 Allan Rd Barnstable, MA 02668 1136MR Barnstable, MA 02668 Estimated Solar Energy Production First Year Annual Production: 12,119 kWh Initial Term Total Production: 231,213 kWh Payment Terms Amount Due at Contract Signing: ` $0 Amount Due when Installation Begins: $0.00°' Amount Due following Bldg.Inspection: $0.00• Estimated Price per kWh First Year: $0.1250., w Annual Increase: 2.90% First Year Monthly SolarCity Bill: $126.26 Lease Term 20 Years 1. The SolarLease Agreement between SolarCity and You,(the"Agreement")including the Summary and Exhibits to that Agreement,are hereby amended as follows: a. The Summary is hereby amended as set forth above. b. Section 3 of the Agreement,"System Description"is replaced in its•entirety with the following: :. 13.000 kW DC(STC)photovoltaic system Photovoltaic Modules Inverter(s) , Mounting system Monitoring system Electric meter number: Extras:. { Standard PowerGuide' Module-level Power Optimizer c. Section 4 of the Agreement, "Lease Payments;Amounts"is replaced in its entirety with the following: SolarLease Amendment,January 71^,2015 Copyright 0 2008-2014 SolarCity Corporation.All Rights Reserved. 731270 DocuSign Envelope ID:C956DE29-DB77-4565-A8E7-5E4DAA9288F1 I have read this Amendment in its entirety and I acknowledge that I have received a complete copy of this Amendment. This amendment supersedes any prior amendments that are inconsistent with the subject matter contained herein. The pricing in this Lease Amendment is valid for 30 days after 4/28/2015. If you don't sign this Lease Amendment and return it to us on or prior to 30 days after 4/28/2015,SolarCity reserves the right to reject this Lease Amendment unless you agree to our then current pricing. Customer's Name: Arthur Doherty DowSiWwd by: Signature: Date: 5/23/2015 Customer's Name: Signature: Date: ,solarCity. j SolarLease SOLARCITY APPROVED Signature: LYNDON RIVE,CEO SolarLease "'SolarCity. Date: 4/28/2015 SolarLease Amendment,January 11",2015 a Copyright©2008-2014 SolarCity Corporation.All Rights Reserved. 731270 f1 ❑� FU t SolarCitY t OWNER AUTHORIZATION . Job#: y a 6 6 S' p Property'Address: v e' f t- f, as Owner of the subject property hereby authorize SOLARCI Y CORPORATION to act on my behalf, in all matters relative to work authorized by this building permit application. ' . f , Signature of Owner: / ate: / f SOLARCITY.COM hZ PUC2g31t71iiCJC2a'r156NOCET7i78,CAI41M.CO EC£63Y CT I&Cb83277�'EtCU72S."NdS:OC Y71W}•t86'EQG402W,CI.29714 t.�!t;�'i86512'il.L$.•St38Mti,Ry,3 tpiR::t2ER7$. - - W63.MG79Ni66180Ei0R3+E�17327W,tlPC618'Jt38C.'89FSTiO?PA+iX��S'/73A3.TY7ECL2T0�8,Nt450t.t4'iG'914FkL�t.A�iC9{,�:tl'1p14$CF.JflC+li'CC�PC�aA,ilC>(dN1.fiT�fRVE{?.. . .- Y 9/1'e" 60, l0R-'! to-Atfl�I lL' >�fl f1f f llXr,:1a!:rez�� ' t Office of Consumer AtTaii an business lk.ulatlon }� 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration:' 168572 Type: 'Supplement.Card SOLAR CITY CORPORATION Expiration: 3re�2017 CRAIG ELLS 3055 CLEARVIEW WAY - SAN MATEO, CA 94402 -- Update Address and return card:Mark reason for change, Address Renewal klmplo*ent+ Lost Card 1 r- Oftice of Consumer Affairs&Uusiaest tkeptadun Llcense or registration valid for Individal use only `HOME IMPROVEMENT CONTRACTOR p before the expiration date. If found return to:. s, c Office of Consumer Affairs and Business Regulation Regtslration: 16M72 Type: 10 Park Plaza Suite 5170 Expiration: 31st2017 Supplement Card Boston.MA 021 ib SOLAR CITY CORPORATION CRAIG ELLS 24 ST,MARTIN STREET BLD 2UN1 .{. Y ' WALBOROUGH,MA 01752 llndrrseerelary Not valid without signaturti ! «al silt i171r°11ttg14` #!l1T Yf! + Wf Jl r y it�$t�i�1�!a}iilifl���11lal;l,tfi�� t+�!�+!Itltl,yf{AIF - j au.l*r CS-107ti , CRAIG LLIS 20 BAKER SrRRFj- Keene NtI 03431 t i T- 1e ' _ r Office of Consumer Affairs d Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration a Registration: 168572 Type: Supplement Card Expiration: 3/8/2017 SOLAR CITY CORPORATION CHERYL GRUENSTERN ---- --�� p 24 ST MARTIN STREET BLD 2UNITr,11. _w� MARLBOROUGH, MA 01752 * F `"., Update Address and return card.Mark reason for change. SCA 1 e5 aoNs•os�i� Address ' Renewal Employment -? Lost Card /,�. -�,;,,,,�„�,,�,�i/, , - '" :Mee of Consumer Affairs&Business Regulation License or registration valid for individul use only _ F` -HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: F Office of Consumer Affairs and Business Regulation ,Registration: 168572 Type: 10 Park Plaza—Suite 5170 "y Expiration: 3/8/2017 Supplement Card PP . Boston,MA 02116 SOLAR CITY CORPORATION f CHERYL GRUENSTERN 3055 CLEARVIEW WAY SAN MATEO,CA 94402tGj. _.{ --- Undersecretary '-Not valid without signature e 1 The Commonwealth ofMessachusettc Departhrent of Xndustrisl Accideids I Congress S&TA Suite 100 v Boston,MA 02114-2017 l�pw massgov/dia Workers'Conapentu Lion Insurance AMftvft:Builders/Conh%etors/Eleetrhgn&Tlu rbem TO BE FILED WrM THE 1•ERNMING AUTHORITY. Amlicalil InformationPlease Edat Ledbty Name(Businc=AOrg M:mtiou4ndividaal): la Ci Co oration Address: 3055 Clearview Way Ci[y/StateMP* San Mateo,CA 94402 Phone#E: '888-765-2489 Arepmr as em r7 Check the appropriate bin: Type(if project(required). L�I ant a tttrtployer with 9000 employcp(roll aa�varpaR,,„�e�• 7. El New construction ZC]lama sale pmoctoror parinaship and have no totoyees working ror mr io ltertlodcling any� 8. dty.[No wodmW comp.insurance teored.) ❑ 3.]t am a hmneawner duing all work mysdr.[No worhsrt'Cgaq.insurance rcquircd.]' 9. ❑Demolition a.QI em a htntteowner and will be hilt'0011"etets to conduct all%rod:on air ptopecroy. I.Al. 10❑Buildingaddidon insure that all contractors either have warhan'cumpenaetion insurance or are sole 1!.❑Electrical t Cpah or additions ProP^aors w1Bt no employee. 12-aPlumbing repairs or additions 5.�t am s geataal Crmtractot and(have hired the sub-cwuraetors listed an tine atraCtsp# . 7'hese sub-contractors have anqdoym and have aatkeW roW,in nim=l 13.pRoof repairs 6.Q We ate a corporation and its or win have eats j w their right of examptioa per MGL c 14•�(hlter solar panels I52,11(4�and we bnvc an employees.[No tvotkcra'comp,insurance requhed-J "Any applinm that chocks boot tit must also fill and the smian below Mowing their workers'CompCosation policy inrwtnatiaa. t Homomwam who xubutit this utrtdavit iadicaiiug thUy site doing all war&and that hire outside cau&actm mug subff&a am otr►d2AL iorficadng Latch tcoattwors riot dttek dos box mast stlacited an tutdit;ortal shcet 8 Wo same oribe sub-coraneton and state whether or not dtose etpities have mWic"n. If the sty C�have cagtloyeas.they am pmvi&their wotkars'Comm.policy number. Ian an employer that it:provi&ag worJFers'eompsnsaWm insa rmce for my employeff Bdow is mepolicy and Job trite itrfotmettoa. .. , Insurance Company Nam; LiberM Mutual Insurance Company Policy*or Self-rout[.ie,a: WA766D066265024 Expiration Date: 9/01/2015` Site AdtscesF� 35 Allan Road West Barnstable,MA 02668 job �'ity/StatePGip: Attach a eopy of the Workers'contpensating palley declaration Page(showing the poliey Itumbcr and expiration date). Faikwe to secure covtxago as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,."O.D' and/or cm-year imptisotutteiyt,as well as civil penalties in the form of a STOP WORK ORDER and a find of tip to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations oftbe DIA for triton= coverage verification. f do kerehy cet7ify under lfto.rreias and aetabies of perjury'tkat the FiaforerarloR prm�lded above is true attd correct' . 4!""aF'' „ Date: May 26,2015 ., 781-816-7489 - Ofi eW ant only, Do not write in Ms area,to he completed by city or town o ciaL City or Town: PermitlLieensc# luuhg Authority(*de One); I.Soard of Health 2.Building Department 3.CRyfPOwa Clerk 4.Ekctrkat b:Other Iaspeetor 5.Plumbing Inspector Contact Pecsou: Phone#s . s i ,4►ca CERTIFICATE OF LIABILITY INSURANCE Ot4 'li'HLS CERTIFICATE IS ISSUED AS A MATTER OF MMMATION ONLY AND CONFERS ND MGM UPON THE ATE HOLDER 7M C.ER11FiCATE DOES NOT AFRMUTMELY OR NVIAMMY AMENn. EXTMD OR ALTEp THE COVERAGE AFFORD@ BY THE POUCIES BELOW. TM CERTIFICATE OF MISURANCE DOES NOT CONSTITUTE A COtITRACT BETWEEN THE MtOld 1NSUREIgSj AUTHORED REMMENTATNE OR PROMJM AND THE CEERMICATE HOLDER (MIPORTANT: If file holder Is an ADDITIONAL INSURED,the poft~nw3t be atndolsed IF SUBROGATION 13 WAIVED,subjsct to the ba l and conch of the Policy,cortairt policies easy require an errdorsamenL A stalamoot and"oat le doss not confer dgMs to the PRODUCER rettEflc�a hotdar bt Ueu of such am�sy MAitsNl REM:is I4S Y1410E SMUCEs PlOF� 345CAUFORNIA STRITT;SUM 13M CALFDMA UCENSE NO.0M53 BAPS FRANCS CA 94104 AFfDRD9YGl�V�1AtLE NAICO 91�-14.15 A:L�thk�atFlehesa�x:eCa�any . 1�g mz)95i61(IO e• 6alafAyCapmalion roC:WANSA 560ean'sr°Wai' ; uao• -SlInAVAO.CA Dom Desul�P: COIlEItAGES CEJUIFICATE NUMBER: REVISKM NtVABER:4 TMS IS TO CERTIFY THAT THE POLICES OF INSURAME LISTED BELOW HAVE BEEN ISSUED 70 THE uMRED NAMED ABOVE FOR THE PDNICY P8UM INDICATED. NOTMTHSTMOING ANY REQUIRMENT.TERIIi OR CONDITION OF ANY COMPACT MOTHER DOCIfIIENT W rH REJECT TO MCH THIS CERTIFICATE MAY BE MMED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POUCIES DIMRiBE D HERE M IS SUD>,=T TD ALL THE TE17 wr, 9XCLUSLONB AND OONDMONS OF SUCH POLVM LIMIT$SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMiB. Agm Am TYPE OF INSUPANCE. POLSOY HUMS s In= A ORK WAL LLOAMM TB26S14 6Dt4 (11 1014 Q&VVJ 5 Each OCCURIMMIM s t;OtmA3D x CAL GENERAL LiA KM 1� IFS Ea ocaumnoe S CL m OCCUR 10,00D anwmuusr a _ 1,000,OOQ ' cea:1:ALAccTE I 2.�.� GOCL AGGREGATE tWAPPUES PER' FiODUGTS-COiPtOPAS& i 4,OOM X1 M.Y 51 PRO• LOC S 25,Si0 A AV1oroomELYIBRTiY t(156765461 liMD M4 OM0112015 _ ; 1000.000 x AMYAUTO BODILrnLIURYF+srpaconi s AMS AVOTFMlAED i- X HIRFLASIrOS X � PER/YOAAAIIGE_ s x F. CoOli tl[ I �i.0001 m0 N i= HMMAS-MADE .kaGREM-rE � l; women IYVA7 5 YiCSTA7IL O7H B ANYPIt 9E7pWp/1RNA UfiVE YlN �IRC/-0610(iG 034(YVQ Q!A 0ER 9101fm 09UM15 E.L.EACHACCHIEAIT _ 1A00000 9 �F]GClUOcD7 Q . I 4Yfrt819 1I1� ELDLA3E-6AENPLOY If�ee, 1dI1� R ONaF e0W E.L.DISEASE-POLICY Ub f I 1p00, 8E5CR"0NOFOMAAMMll0CA7f 6lVEHMM~Ao&Wl.lh»RawtsSerhe*ftIIraloll"wwwa er" �4 ; Evicimm of lnaeem CEIiTiMAT'E HOLDER CANCEUATTON 8FlDiltxl ANY OF THE ABOVE DFIGNIUM POUC=M GANGELUM MWOM 3055 Dew Wey r THE E)VMTM DATE THEREOF. NOTICE 7IU 09,MEUVEM BI Sm Mft CA 54402 ACC0MMMM itA1TH TM POLICII P 3 AUntOn®1150911MATIM a t�I+uslcssumml�ose:.Iaa - - t�a19eslharRl0lejo ��.^mot �.��--� • . 01SW2010 ACORD CORPORATION. AM rWftreserLNld. ACORD 25(21"0100 The ACORD n me and tqp we registered Qtaft of ACORD i 4 Version#39.5 4 3055 Clearview Way, San Mateo, CA 94402 (888)-SOL-CITY (765.2489) 1 www.solarcity_com March 12,2015 N OF Q Project/Job# 026671 �� N G RE: CERTIFICATION LETTER Project: Doherty Residence 1 L y 35 Allan Rd 1 Q Barnstable,MA 02668 To Whom It May Concern, S NAL 03/12/2015 A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: - Design Criteria: . N ` -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 -MP2: Roof DL= 8.5 psf, Roof LL/SL= 13.2 psf(Non-PV Areas),Roof LL/SL= 8.1 psf(PV,Areas) -MP3: Roof DL= 8 psf,Roof LL/SL= 21 psf(Non-PV Areas),Roof LL/SL= 21 psf(PV Areas) -MP4: Roof DL= 8 psf,Roof LL/SL= 13.2 psf(Non-PV Areas),Roof LL/SL= 8.1 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19774 < 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load,PV assembly load,and live/snow loads.indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res.Code,8th•Edition. Please contact me with any questions or concerns regarding this project. Sincerely, f. Nick Gordon, P.E. Professional Engineer Digitally signed by Nick Gordon Main: 888.765.2489 Date:2015.03.12-14:18:48-07'00` email: ngordon@solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com. AZ RCC 243771.cA CSLa 88at04,co sc 8D41,w*4,,OG=7S DC HIC 71101488,DC HIS 71101488,H1 0T-29770,MA FH1C 1tt8572 MD Mkc 128948,N9 t3V110018ww0 OR 0--B 10049&GA 077343,:TX T01A 27008,WA GC1.t SOLAR0101907.i6 2013 SW9rCidk All rWm$,msw9*O.- 03.12.2015 • SleekMountlm PV System Version#39.5 �0, SolarCit p�, y Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project.Name: _"_j Doherty Residence AHJ:: Barnstable Job Number: 026671 Building Code: MA Res.Code,8th Edition _Customer Name: 'Dohert' y Arthur Based On: rt' I_RG2009/IBC 2009 Address: 35 Allan Rd ASCE Code: ASCE 7-05 City/State T_ '_Barnstable, °p . MA L _Risk Category ,II Zip Code 02668 Upgrades Req'd? No Latitude/Longitude: 41.681295 70 359979_N,. Stamp Reg'd? SC Office: South.Shore PV Designer: Rob Solaski a "P.E:Calculations w O : ckon x Certification Letter 1 Project Information, Table Of Contents, &Vicinity Map 2 Structure Analysis(Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss =0.19774 < 0.4g and Seismic Design Category(SDQ = B < D t 35 Allan Rd, Barnstable, MA 02668 Latitude:41.681295,Longitude:-70.359979,Exposure Category:C q STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK -.MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Pro erties Overhana 0.82 ft Actual W 1.50" Roof System Pro erties San 1 ,-. .r 41.45,ft ,A., Actual D, ; i. =1.9,257,, Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof ft 4, =S an 3 QV � ) f W t ''W 1A`- `'� :: 13:88 in:^2° Number of Layers(Comp Only) 1 Layers San 4 21.39 in.^3 Re-Roof to i La er of Comp? Noy,., * - San 5 . I<n:. • - 98:93 iri:^4 Plywood Sheathing - Yes Total Span 12.27 ft TL DefPn Limit 120 Board Sheathing -None PV 1 Start ` 2.83 ft 'Wood Species wSPF_ Vaulted Ceiling No PV 1 End 15.00 ft Wood Grade #2 Rafter Sloe 450 PV,2 Start N„ , F _ 875 psi 4 Rafter Spacing 16"O.C. PV 2 End Fv 135 psi Top Lat Bracing m. . w ._<FuIL PV 3 Start 4� 4, �: w :14 E -- 1400000 psi' Bot Lat Bracing At Supports PV 3 End Ervin 510000 psi Member Loadina mary Roof Pitch 12 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 8.5 psf x 1.41 12.0 psf 12.0 psf PV Dead Load PV-DL 3.0 psf x 1.41 ._v ._,. 4.2 psf, =i_ Roof Live Load RLL 20.0 psf x 0.60 12.0 psf Live/Snow Load LL S017 -1wl 30.0 sf .A, ,x O.44..:.1ix 0;27, A;iL . 13.2 p§f *4 -8.1 sf '. Total Load(Governing LC TL 25.2 Psf 24.4 Psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2) 2, pf=0.7(Ce)(Ct).(IS)p9; Ce=Ct=IS 1.0; Member Design Summary (per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 0.33 1 1.1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR: Shear Stress 16 psi 0.8 ft. 155 psi 0.10 Bending + Stress 4,, 293' si IAR 6.6 ft-."A, _ W 1273 Ini"` , , "NO.23 ' 4 -" Governs `' Bending - Stress -13 si 0.8 ft. -415 psi 0.03. Total Loadbeflection` " 018 iri. 1096 '° 6.6 ft." '" 162 in: 120 '0.11 t , LOAD ITEMIZATION - MP2 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembl ,Wei ht s e4 . . 0.5 psf PV System Weight s 3.0 psf Roof Dead Load Material Load Roof Category Description MP2 _ Roofrny Type ; .. . ° .., *.r Comp Roof ;° ,,. ,._` ( 1 �Ye ) •- 2:5 p -- -- Re-Roof to 1 Layer of Comp? No Underlayment .. ,; aw, Roofing Paper AF.. 05 psfo Plywood Sheathing Yes 1.5 psf a : Board Sheathin� 7 7', None 11 Rafter Size and Spacing . 2 x 10 @ 16 in.O.C. 2.9 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.1 psf Total Roof Dead Load 8.5 psf MP2 8.5 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load LO 20.0 psf Table 4-1 At < 200 41 Member Tributa Area _ �'� rYv_ - - - Roof Slope 12/12 Tributary Area Reduction_ Rl 'I Section 4:9 -- - -- — Sloped Roof Reduction Rz 0.6__ Section 4.9 Reduced Roof.Live Load Lr 4-= (R�)(Rz) E uation 4-2 Reduced Roof Live Load Lr 12 psf MP2 12.0 Psf Reduced Ground/Roof Live/ now Loads Code Ground Snow Load py 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Effective Roof Slope 450 Horiz.`Di§tance from Eve to'Ridge W ° ,F. 17.4 ft » _ 1-- _- i Snow Importance Factor IS 1.0 Table 1.5-2 7,.: IT 77,7 Partially Exposed 77 7T 77-7 �,._. � r_ Snow Exposure Factor Ce 1 0 Table 7-2 Snow Thermal Factor Ct All structures except as indicated otherwise Table 7-3 1.0 Minimum'Flaf-Roof SnowL a(w/ . y . R_am;on-Snow,Surchar a Pf-min yx 21.0 psf 7.3:4&7.10 Flat Roof Snow Load pf pf= 0.7(Ce) (Ct)(I)pg; pf>_ pf-min Eq: 7.3-1 21.0 psf 70% ASCE Desi n Sloped Roof Snow Load Over Surroundin Roof Surface Condition of Surrounding CS-roof All Other Surfaces Figure 7-2 Roof 0.6 Design Roof Snow Load Over Ps-roof= (Cs-roof)Pf ASCE Eq: 7.4-1 SurroundingRoof Ps-roof 13.2 psf 44% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_p" Unobstructed Slippery Surfaces Figure 7-2 _F 0.4 Design Snow Load Over PV PS_ „= (CS-pv)Pf ASCE Eq: 7.4-1 Modules PS-p° 8.1 Psf 27% r CALCULATION OF DESIGN WIND LOADS- MP2 , Mounting Plane Information Roofing Material Comp Roof PV System Type , •_ •.11 i,r.�SolarCity SleekMountT""_ _ 7 % Spanning Vents No Standoff Attachment Hardware ar : : Roof Slope 450 Rafter Spacing « r- . � 16"O.C. Framin Type Direction Y-Y Rafters Purlin;Sp_acing .X-X Purlins Only : aNA ;, ;,I Imo;, ,- -90. Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only - NA v . .. �:�.,.. , Standin Seam Spacing SM Seam nly NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind,Design,_Method Partially/Fully Enclosed Methods Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category Y .„ ---C _ n 6 _-_-_ Sectio Roof Style Gable Roof Fig 6-11B/C/D 14A/B Mean Roof Height u, h ali ,o .15 ft m - 7 iSectionn 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor w Krt •. 177 7- - � 1:00' Section 6.57 Wind Directionality Factor Kd 0.85 'Table 6-4 importance Factor _ I. A ,a1.02;, . .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 w GC ;, „.,iw _as_0.88= ;,& ha ; I Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC) Ecivation 6-22 Wind Pressure U „ -21.3 psf Wind Pressure Down 19.6 psf ALLOWABLE STANDOFFSPACINGS q X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Ca_n_tileve_r _- M.= _Land aped _ ;; q: , Standoff Configuration Landscape • Sta ered Max Standoff Tributary Area r>Trb_. u®, , , �_ ram,1. 17 PVAsse�mbly Dead Load W-PV 3 psf Net Wind U lift at Standoff.'. Tactual -344 Ibs " — — -- gplift Capacity of Standoff T-allow 500 Ibs ` Standoff Demand Ca aci & DCR,, e,. ,. q�68.8% —jh rk 44, & e -4— X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantile_ve_r77 ,,: Tortrait L L ,'V 77 __ M, 19":° i " �; NA— Standoff Confi uration Portrait Staggered Max Standoff Tributary Area „ Trib .: ,_ __x 21 sfm, . - . :. _ PV Assembly Dead Load W-PV 3 psf Net Wind Uplift t Standoff° T_actual� --430 Ibs a - Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci - e DCR --w , 4_- 86.0% A ke ' 9"'"' STRUCTURE ANALYSIS -LOADING SUMMARY AND MEMBER CHECK - MP3 Member Properties Summary MP3 Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" . Roof System Pro erties `� San 1` 14:75 ft`4 ' "'' Actual'D- `i ."7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material "'' Com Roof 'S an 3 _: a_ 'r ,ip i .� . f " A 1.- k 1*10.88 in:^2 Number of Layers(CompOnl 1 Layers San 4 S. 13.14 in.A3 Re-Roof to,1 Layer of Comp?,_ a .NowW m San S. •a A > :...• Ix 47.63 in.A4 Plywood Sheathing Yes Total Span 15.57 ft TL Deffn Limit 120 Board Sheathing Te None. PV.1 Start . 2.17 ft _ 'Wood Species SPF Vaulted Ceiling No PV 1 End 13.92 ft Wood Grade #2 Rafter Sloe _ .;,- .. . 25° ° q4 "'PV 2 Starter:,, c . _ ,� , _ .�F „x a RM 875 si Rafter Spacing 16"O.C. PV 2 End F 135 psi Top'Lat Bracin 4 1 4 y ., ,Full. " - Ik PV 3 Start :E m 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 6 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 8.0 psf x 1.10 8.8 psf 8.8 sf PV Dead Load _ 7 PV-DL 7 - `3.0 Ofx"1:10 ` , 3.3' sf ; Roof Live Load RLL 20.0 psf x 0.93 18.5 psf Live/Snow Load° ' " LL SLlZ ` 41 , t30:0 psf P. x 0.7 fix 0.7.+ + 4,21:0 Psf 2 1.0 sf Total Load(Governing LC TL 1 1 29.8 psf 33.1 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Cj(Is)p9; Ce=Ct=Is=1.0; Member Design Summary(per NDS Governing Load Comb . CD CL + CL - CF Cr D+ S 1.15 1.00 0.38 1.2 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 41 psi 0.8 ft. 155 psi 0.27 Bendind Stress . ,.w n 1085 psi ",.8.2 ft., 1389f si , < 0.78 Governs Bendinq Stress -15 psi 0.8 ft. -524 psi 0.03 Total Load Deflection 4�0.85 in. 230" w' "8:2 ft.,, '" f631n. < 120 °"' 0.52 r LOAD ITEMIZATION - MP3 PV System Load PV Module Weight(psf) 2.5 psf - � ,. tong m'Hardware AssemblyWeight s :_ ; 0.5' sf PV System Weight s 3.0 psf Roof Dead Load Material Load Roof Category Description MP3 Roofing Type - _ _ Comp Roof, , ( 1 Layers) :2.5 p_sf_ Re-Roof to 1 Layer of Comp? No Underlayment ;� Roofing Paper* 0 -- Plywood Sheathing Yes 1.5 psf Board Sheathing rri. - -- ._ ., .. an � .Nonel � ;: Rafter Size and Spacing 2 x 8 @ 16 in.O.C. 2.3 psf Vaulted Ceiling - {. '. No Miscellaneous Miscellaneous Items 1.2 psf Total Roof Dead Load 8 psf MP3 8.0 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area --A - - <_`200 sf' a.. r Roof Slope 6/12 Tributary Area Reduction R= 1 Section_4.99 Sloped Roof Reduction RZ 0.925 Section 4.9 Reduced Roof Live Load Lr 4= 7(Ri)(R2)7 Equation 4-2 Reduced Roof Live Load Lr 18.5 psf MP3 18.5 Psf Reduced Ground Roof Live/ now Loads Code Ground Snow Load p9 30.0 psf. ASCE Table 7-1 Snow Load Reductions Allowed? Effective Roof Slope 250 I Horiz. Distance from Eve to Ridge`s W 17 2 ft7,,, 7 I Snow Importance Factor IS 1.0 Table 1.5-2 -Partially Exposed � Snow Exposure Factor Ce' Table 7 2 All structures except as indicated otherwise Snow Thermal Factor Ct 1.0 Mirn Table.7-3 -- mum Flat Roof Snow Load,(w% 21.0 psf. 7.3 4&7 10v pf-min ._ " . . I Rain-On-Snow Surcharge) , 4 - ,. ,,L aasii i :! ,, ... Flat Roof Snow Load pf pf=0.7(Ce)(Cf)(I)pg; pf>_ pf-min Eq: 7.3-1 21.0 psf + 70% ASCE Design Sloped Roof Snow Load-Over SurroundingRoof Surface Condition of Surrounding Cs-roof - All Other Surfaces Figure 7-2 Roof 1.0 Design Roof Snow Load Over PS-roof= (Cs-roof)Pf ASCE Eq:7.4-1 . Surroundin Roof Ps-roof 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over PV Modules Unobstructed Slippery Surfaces Surface Condition of PV Modules CS ay. 1.0 Figure 7-2 Design Snow Load Over PV Ps_°V= (CS-PV)Pf ASCE Eq:7.4-1 Modules 21.0 21.0 sf 70% CALCULATION_OV DESIGN VIND LOADS - MP3 Mounting Plane Information Roofing Material Comp Roof PV System Type I_ --- - SolarCity Slee_kMountT" Spanning Vents _ _--� No _ -- Standoff Attachment Hardware —Comp Mount T e C Roof Slope 250 Rafter Spacing- -16"O.C. Framin Type Direction Y-Y Rafters Purlin_Spacmg' X_-X Purlins Only_ Tile Reveal Tile Roofs Only NA - Tile Attachment System Tile Roofs Only NA_ - Standin Seam Spacing �SM Seam Only NA Wind'Design Criteria Wind Design Code ASCE 7-05 Wind Design Method -- _ Partially/Fully Enclosed Method n LL--__ - Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category,w .::x ,„ "- C Section 6:5.6.3.� Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Hei ht: h _ 25 ft I Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor ^`. - r,gKn17 ., 0 1:00 Section 6.5.77 Wind Directionality Factor Kd 0.85 , Table 6-4 Im ortance Factor* k n y: 1.0 " _ 'Table 6-1x Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(VA 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 `' "_ GC p „ "� 0.45 -RIB Fig.6 118/C/D 14a/e Design Wind Pressure p p =qh(GC) Equation 6-22 Wind Pressure U „ -21.8 Psf Wind Pressure Down Pfdowni 11.3 Psf ALLOWABLE STANDOFF SPACINGS '. X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever. p F Landscapes,, < bu 24" _ _.- Standoff Configuration Landscape Staggered Max Standoff Tributa Area �� -Trio {. 17sf - ryi - _ — - PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff„: Tactual ;, -347Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Capacity. 4 DCR �.r _ „ .a - X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" M Allowable Cantilever " ' _ -Portraits " x' 19" _ N_A__ ax _ Standoff Configuration Portrait- Staggered Max_ ndoffT_t_ay-Are 'zTrib . ` ' 21'sf " _ru _ ,PV Assembly Dead Load W-PV k 3 psf Nind Uplift at Standoff �� _Tctua al' .'-434 Ibs"�`� � ; �° et W E � Uplift Capacity of Standoff T-allow _ 500 Ibs Standoff Demand Ca aci DCR, `�7 86:7% : . . 7 & a •• STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP4 Member Properties Summary MP4 Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof System Properties n San 1 � 11.43 ft . �=Actual J. 7.2V Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof» .-a,S an 3 Wh, ow A .,4k AAw 04 •<� °10.88 A2111 Number of Layers(Comp Only) 1 Layers San 4 S. 13.14 in.A3 Re-Roof to 1 Layer of Comp?', No ff, 'Span-5 12A ,, ; '1 1' "r I µs tP 47.631 in A43 Plywood Sheathing Yes Total Span 12.25 ft TL Defl'n Limit 120 Board Sheathing a None "' PV"1 Start `^2.00 ft'•" #`_ Wood Species' SPF Vaulted Ceiling No PV 1 End 11.42 ft Wood Grade #2 Rafter Sloe 450 PV 2 Starts =, -'A F 875 si Rafter Spacing 16"O.C. PV 2 End F 135 psi Top Lat Bracing a Full PV 3 Start E 1400000 psi. Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 12 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 8.0 psf x 1.41 11.3 psf 11.3 psf PV Dead Load PV-DL `3.0 ^ z 1:41 ax 94.2 sf Roof Live Load RLL 20.0 psf x 0.60 12.0 psf Live/Snow Load LL SL1,2 `" _ 30:0 sf z`0.44" J z 0.27 13'2' sf Total Load(Governing LC I TL 24.5 psf 23.7 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Cj(Ct)(IS)p9; Ce=Ct=is=1.0; Member Design Summa (per NDS Governing Load Comb CD CL + . CL - CF Cr D+S 1.15 1.00 0.38 1 1.2 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 21 psi 0.8 ft. 155 psi 0.13 Bending + Stresset 461 psi . Av i 6.6 ft: §1389 psip1 A 033, " ° Governs Bendin H Stress -20 psi 0.8 ft. -527 psi 0.04 Total Load Deflection . _ &0.35 in. .�i 547- V* 46:6 ft.i 211 1"62 ins 120 t "' 0:22'' f LOAD ITEMIZATION - MP4 i PV System Load PV Module Weight(psf) 2.5 psf Hardware`Assembl Wer ht s a .,^, *1 en. 0.5 psf �.. PV System Weight(psf) 3.0 sf Roof Dead Load Material Load Roof Category Description MP4 Roofing TYpe r °,v Comp Roof,-., ( aY?) 6,. 2.5,psf Re-Roof to 1 Layer of Comp? No �::r, 1 Roofing.Paper� p Underlayment 0 5 sf Plywood Sheathing Yes 1.5 psf u Board Sheathing r Nonery - Rafter Size and Spacing 2 x 8 @ 16 in. O.C. 2.3 psf Vaulted Ceiling No' Miscellaneous Miscellaneous Items 1.2 psf Total Roof Dead Load 8 Psf MP4 8.0 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load LO 20.0 psf Table 4-1 MemberTributaryArea At :; $ <:200sf__4 � _ - - — Roof Slope 12/12 Tributary Area Reduction_ Rl ` _ T Section 4.9' Sloped Roof Reduction Rz 0.6 __ Section 4.9 Reduced Roof Live Load Lr 4= Lo(Rl)(RZ) E uation 4-2 Reduced Roof Live Load Lr 12 psf MP4 12.0 Psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 30.0 psf, ASCE Table 7-1 Snow Load Reductions Allowed? �---- � Yes Effective Roof Slope 450 Horiz.Distance from Eveto!Ridge W Snow Importance Factor IS 1.0 Table 1.5-2 IT. rZ .q ., � Partially Exposed Snow Exposure Factor Cep`` 1 0 Table'?-2' Snow Thermal Factor All structures except i 0 s indicated otherwise Table 7-3 Minimum-•..,�.--_-.-_of a_d� pt-mini Minimum Flat Roof Snow Load w/ 7.3.4&7.10 Rain on Snow Surcharge)p - Flat Roof Snow Load pf pf= 0.7(Ce)(Ct)(I) pg; pf>_ pf-min Eq: 7.3-1 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surroundinq Roof Surface Condition of Surrounding CS-roof All Other Surfaces Figure 7-2 Roof 0.6 Design Roof Snow Load Over PS-roof= (CS-roof)Pf ASCE Eq: 7.4-1 ,SurroundingRoof Ps-roof 13.2 psf 44% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_PV Unobstructed Slippery Surfaces0.4 Figure 7-2 Design Snow Load Over PV PS-PV= (CS- ")Pf ASCE Eq: 7.4-1 Modules PS p" 8.1 Psf 27% r CALCULATION OF DESIGN-WIND-LOADS�MP4 y - Mountin Plane Information Roofing Material Comp Roof PV System Type SolarCity sleekMountT" Spanning_Vents No Standoff Attachment Hardware kU Com MountT e C °�.-` Roof Slope 450 Rafter Spac_ing - r. r, _ :.. .16"O C _a: ..;, Framin T _e Direction Y-Y Rafters Purlin Spacing_ X-X Purlins Only ; _> _ r T :° NA �i I-— .� Tile Reveal Tile Roofs Only) NA Tile Attachment System Tile Roofs Only NA m.• ° u .. _ :. IStanding Seam Spacing SM Seam Onl NA' Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method 71 Partially/Fully_Enclosed�Method � Basic Wind Speed V 110 mph Fig.6-1 Exposure Category W _ C Roof Style - Gable Roof Fig.6-11B/C/D-14A/B :. Ik-at15 ft _ Section 6.2 "Mean Roof Height h fi " Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor _— Ki e 1.00 _ Section 6`5.7 Wind Directionality Factor . Kd 0.85 Table 6-4 Importance Factor I �. 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)i(V^2)(I)22.4sf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext.!Pressure Coefficient Down "-�- i GC, p 5 1 E_.; t OPT: ' 0.88 ° '70- 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" ' 4" Max Allowable Cantilever Landscape 2 .. NA : ;i Standoff Configuration Landscape Staggered Max Standoff_Trib_utary Area A Tribe . ' " S. l?� ' ' " 17 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff Tactual Uplift Capacity of Standoff T-allow - 500 Ibs StandofftDemancl Ca aci _ b �DCRt ', w '68.8% °' ` X-Direction Y-Direction Max Allowable Standoff Spacings Portrait 48" 64" Max A .llowableCantilever _ x Portrait = .m A TEL ne.- LL- ,19"1 P `°, NA "Lo. Standoff Confi uration Portrait Staggered. Max StandoffTributary'Area Trib'' -21-sf PV�Assemmbly Dead Load W-PV 3 psf Net Wind U lift at Standoff_ �h. .E� T-actual k a 430 Ibs � Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci v 5 DCR" 41 86.0% 49 t Town of Barnstable , Expires 6 months from issue date Regulatory Services Fee MAW v 1 � Thomas F.Geiler,Director ��ED Mld A Building Division Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY - i�` V rr�� zzNot Valid without Red X Press Imprint Map/parcel Number 1`� U I 0 J 0 Property Address ;,25 S Al lours XResidential Value of Work , ���, Minimum fee of$35.00 for work under'$6000.00 Owner's Name&Address 35 A� 10-n -Roldt Wes- K)s-fa-b 1P Contractor's Name Telephone Number Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance SEP 6 2012 Check one: ❑ I am a sole proprietor I am the Homeowner TOWN N OF BARNSTABLE ❑ I have Worker's Compensation Insurance Insurance Company Name 0 1(� 'S Q Lwd Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit.. Permit Request(check box) Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to L ryt S �lr LO R�1O/Ltt,y ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side #of doors ❑ Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows *Where required: Issuance of this permit does not exempt compliance with other town department,regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A co a Ho7;, ent Contractors ense&Construction Supervisors License is r Vired. SIGNATURE: ` C:\Users\decollik\AppData cal\Microsoft\Windows\Temporary Internet F les\Cont t.0utlook\DDV87AAZ\EXPRESS.doc Revised 072110 The Cotanaonveerllh:of Alassaachresetts. Deparbnerit of-, u g riQl Acted is .916101 of ihvesdigat oaas 60.0 Waslauagioaa.Street Bostaaa,MA:0211E ivnhi iltass gvv1ilia: Workers' Compensation Insurance Affidavit:Builders/CoimtractorsJElectrBcaans/Plumhors Applicant Information Please`Print L;egihly Name(pusinesslorganizat bnRndividnal)_ n l;l 7 ham: .�l:r _ Address: 5 Alln .City/statrjzip: i Phone,# � qW, 5 Are you an employer?Check the appropriate bo3u Type. .of p. l ro ect(required) 1.❑ I am a employer with A. F1 I am a:genend contractor and I constru employees(full and/or part-time).* have hired the sub contractors b :'❑ ctxon 2.❑ I am a sole proprietor or parker listed an dteattaehed sfieet. ?:? Remodeling liese;sub-contractors have.... ship and have no employees8;`;❑Demohbou working forme in airy capacity. employees and have workers [No workers''comp.insurance: .. comp::tnsurauc 1 9: ❑Building addition required] 5 .❑ We area.corporation and its:�. repairs or additions 3 I am a homeowner doing all work.: officers have;exercisedetr 1 l..O Plumbing repairs or,additions 3myself.[No workers t of comp. ' on per Ar1GL 12 q]Roof repairs insurance required.]8 c. 152;§1(4).andwe have no employVM ees:'[No workers 1: ther comp:insurance required. 'Any appltit:am that checks box#i remit also fai out the section below showing their workers'compensation policy iofaritioa' Homeowners who submit this affidavit indicating they are domg all wa&and then hire outside coo uturs most submit s new af6dwit indicatiq,soxhL fcamtactars That check this box trust attached an additional sheet showing the nine of the sub-coutraciurs and state whether or not those entities-base employees. If the subtonimcmis Rowe employees,they must provide their.workers'comp.policy nimber. I apt are employer.Hurt is proving nvrkers'conwmsadon insurance for Ty angdojwe& Below is'the paycy and job site •informadon, Insurance Company Name: .Policy#or Self-ins.I.dc #: Fatpuatior<I?ate:, Job Site Address: City/State/Zip Attach a wpy of the workers'compensation policy:declaratioiipage(showing the policy number and expiration date).' Failure to secure coverage as required under Section 25A of MGL c:152 can lead to the imposition:of criminal penalties of a fine up to$1,500.00 and/or one-year impiisobftwK as well as civil penalties in the foim of i STOP wopRk ORDER ant'a floe of up to$250.00 a day against the violator. Be advised that a copy of this statement may be f awarded to me:Office of Investigations of the DIA for insurance covers a verification. 1 I do he►eby certify rrder a an rt 4?T, t1 the irtformadorr protdded abmre is.thzte aced correct Si tore: Irate: J �a Phone#: Offleial iLw ately. .17o iwt write in tleis:area,:ta be npleted by city orxotva® ttat City or Town:: PermitUcense# . Issuing Authority(circle one): 1.Board of Health 2.Building Department I.Cityll'own Clerk. 4.ElectricaTLnspertor. 5a Plumbing Lnsector 6.Other Contact Person: Phone# ' _ 6 r�► �FTME r Town of Barnstable Regulatory. Services BAMSTABLE, Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION �g Please Print DATE: JOB LOCATION: number street / � village "HOMEOWNER": 4.: t. DZ 35 17D /'7 6 name 7 home phone# 1 work phone# CURRENT MAILING ADDRESS: 1-6j cit 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 un t d"homeo ne 'cert he/ifies th t s understands the Town of Barnstable Building Department minimum inspection pro ores a r uire IIIa d at h e 1 omply with said procedures and requirements. Signa ure of Hfmeof ner 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 of this issue is a form currently used by several towns. You may care t amend and adopt such a forn/certification for use in your community. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\DDV87AAZ\EXPRESS.doc Revised 072110 f , Town of Barnstable *Pe mit#.)&7ZS 6 ' Expires 6 months from issue date X-PRESS PERMIT g y Re ulator Services Fee 73 6n S-n SEP 1 1 2007 -Thomas F.Geiler,Director J Building Division TOWN OF BARNSTABLE Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERNUT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number 19JI Property Address 3s- nd. (`�'a hry L [✓Residential Value of Work cl.aD Minimum fee of$25,00 for work under$6000.00 Owner's Name&Address PAIICP q �cr�, /, Contractor's Name / f 1'N t ntn l r Telephone Number Home Improvement Contractor License#(if applicable) 1 � Construction Supervisor's License#(if applicable) LiC Jam)d cKworkman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ am the Homeowner V I have Worker's Compensation Insurance Insurance Company Name B��j1qcLJ Workman's Comp..Policy# CA)L 2)S-3 f 9G WU 3 7 Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side replacement Windows/doors/sliders. 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 sign Property Owner.Letter of Permission. e Home Improvement Contractors License is required. SIGNATURE: Q:Forms:expmtrg Revise061306 t� I F3 06J21/2007 13:27 15087780770 PAGE 01 Town of Barnstable, Regulatory Services aues'� Thomm F.Geller,Director .bsa Building Division Tom Perry, Building ConmlWiDner 200 Main Sheaf, HYLnnis.MA 02601 Www-town.barnstsble.na.us Office: $08-862-4038 Fax: 508.790-6230 Property Owner Must Complete and Sign This Section if Using A wilder as a� er of the subject property here pl-by authorize I I C �/ r�(� / ito act onmy beha{, in all mature relative to work authorized bythi binding permit application for, 35 CCln fi U r C f Address o jab SV=t= o r arr ZL Print Name Q FORMS:OWN ERpERMIS S iON 1 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations . a 600 Washington Street Boston,MA 02111 M www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le 'blv Name(Business/Organization/Individual): . MC Wv (t Address: Ito S h;V ►O City/State/Zip: ) CAYI"h , �/ �) Phone.#: AVI u an employer? Check the appropriate bog: Type of project(required):, 1. am a employer with q 4. I am a general contractor and I . employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction . 2.El am a sole proprietor or partner- listed on the-attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity, employees and have workers' $ 9. ❑Building addition [No workers' comp.insurance comp.insurance. 10. Electrical repairs or additions required.] 5. We are a corporation and its 0 P 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance,required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp. insurance required.] . *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. TContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policynumber. Iam an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site information.Insurance Company Name: 3crLH( 4G,.1 Policy#or Self-ins.Lic.#:(AxC 31S—3(C(G)4o37 Expiration Date: 310 Job Site Address: 3� i I y)Cy, City/State/Zip: C<.n6o 1�.� MD. _V Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do her e e pains and penalties of perju►y that the information provided abovveis t'ru'ee and correct" Signature: Date: 7— e V / Phone#: Official use only. Do not write in this area,to be completed by city or town ofjccial, City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: f fie �anvrnaouueal� d�✓�aooactivaeka Board of Building Regulations and'Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: _e Board of Building g Regulations and Standards Expiration .6124/2008 One Ashburton Place Rm 1301 k Type Private Corporation Boston,Ma.02108 MARKWOOD CORP � TIMOTHY PEARSON - i,:_y 110 BREED'S HILL ROADUNLT HYANNIS,MA 02601 Deputy Administrator Not valid without signature BOARD OF BUILDI G REGULATION$ License CONSTRUCTION SUPERVISOR Number CS 005867 Fit 1zt2J 007 `. "Tr n-- o".. R tr�Ebed OCK TIMOTHY PEARSONt� PO BOX 519ft CENTEkV LE; CO 'RIM ssione 04/30/2007 15 :03 FAX 5084201837 FREDERICKS INSURANCE 1a003/003 LMG 4/24/2007 1:49 PAGE 002/002 LMU %ertltieets et tr�+Rroe 'rHM;CE1:•1IF:CATE ig BEWED MS A NIA17Ell IMF NIFOFlrtUinCN C'NLY AND UI't:AI YOU THE CERTIFICATP H"-DER.THIS CEIA kICATE W NOT AN I:�i°rltM':EN01_K:YANL`DOt , ��.ati1IND EX:"L'NU ORALI' ft"fHI:CUV[IIA:E_AFt-<:1i1)FUEIY'lHr swaLCIEE9Ls'tlLl:tiliUw This 6 b) CvrUfy Omit PROD1<i(M.R OF>.ECORT). MARKWOOII CORP 110 BRFYI13 HILL RD TTNIT 10 1;rRFM=CYh8 INS AC;C Y VNC HYANNIS,MA 02601 F0 BOX 427 OS"I.'FCRVTI,G>F:,MA 02655 At the i:3ue date&fl—iucirtAcute,iEmUted by ire Company undsf the ppG4Aies)90--d below. TIIe insurance affetdefit by the ue4ed po!ic:y(itw)is subject to all mair terms,exrtiisionz and roncitio-c ana is not atwed b/Xrry mgcuremtanr term nr cand:aan*'any cnntract or=tor dowmBr rwfth r-m ert to whi-ch tlis aeriificate may bo issued. TYPE OF POLICY POLICY DATE POLICY NUMBER LlrtAffS OF LIABILITY rnvwox�LUAU WC (,-OV.13 I_nwniOr FalbuvlrQ'ftteN 02/01/2007. WC2-3135-319674- AAA Bode,lf1jdry By WORKERS Accktlerit 02/01!2008 037 $100 000 Arx`e"° COMPENSATION Bodily Injury 3y Disone Each $1001000 Ferccr. $50Q,OQ0 Poky i rnit GENERAL Gaertera!Aggregate-G`ther than Prn:►rV0GrnG1et6d(*8 LIABILITY $ Q Products/Coffipteted_pe raVof,s Aggregate N/A NIA Bodily injury a.rd Property Damage LIAIlhy 1'r-F P&Isone, Organiz-69n AUTOMOBILE teach Accider• :angle Limit LIABILITY S.!,And P.C.Combined tiVtiME:Ii Each Person tJe l t�WNleIO N/A WA Each Accident or Occ:urience3 t11RfEt7 Each Accldettt or Cr cW1'ellce OTHER LOCATION(ES;-?F OPEHAT-50 S JOB#(iF APPLICA81.5) .OU WALNC .F10 A\TJLIAL COWMJ.-• OWMA@. NOTIr 23 RAGE 15 TUW. CR RL':,Y, •J:FiE T:�' ICATE:JQ .. :J,TE NOTCr;OF{•AgC@I.iATION• ANY OF TNF AEtrjVF.;)F.irWFD POIJOP^N:F C•ANC=I:_f. RPFOW.-^Y cXpMAT1C7N-jAI F TF F.;!OF,,^E W;I.L FNDI:JC�YCR TO N&L to We.6vnff7FN NoyICE TO THE MRTIFICATE noLnEn wmcD E uvw, E',•'T FAr.URE:TO ML 9tICH NOTICE'.311ALt 31, 0 NO ORLI64MONVPLIARIUIVOrPMexlll'�UFL'N'rt-t�-(yJMFAIty,,'rSALIENlESt?ItPkPI'E"- TATNES. �IF3EE?i t�IVTLIAL 11e15['RAPTCE 210-U-P TOWN OF 0AAHSTABLE cawwe&TE 200 MAIN::i' AUTHORIZEri REPIRFSEI NTATVE HYAIRMS.MA 0ZW1 FvRTSMOUTH tiH DATE: ISSU51) � C>F=F�r;Ee 01fi1 tF4;�4�it?' 'I'::is cartifi.,aiP IA AxAr�4r1 tr)r l.lE3l�Ft1'Y iVIUI'Ua!_I ltic:URANCtc L�t(�llP�reside stJc'r insurance�:s alf�drfd t>!jr Thess l:CmpsnieQ 13:t 772ft8 J Assessor's office(1st Floor):. Assessor's map and lot number—` �`� U O U 0 3 ooTME to Conservation.(4th Floor): • ✓ a y �, °, Board of Health(3rd floor): • Sewage Permit number 5 yg� No A4 0� 7� 3 6 6O�n,� t ssusr�nta y rua Engineering Department(3rd floor): v F /f VAT /2 oo�to 039 House number �1- �JI I - j Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only SEPTIC SYST TOWN OF BARN' I ��'��� 11 TITLE � ���� BUILDING INSPE�G, G '�� APPLICATION FOR PERMIT TO C v n E ri/C� 'l rP 5 L� ►-''S 9 a e TYPE OF CONSTRUCTION 8 a a 19 94/ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location Proposed Use �wu r G d--a f 2 Zoning District Fire District C. Name of Owner Apt��� ���eik y Address 35' Name of Builder 171e-5 k'9 -k e s Address ��`'s __�d l uwr6t 910 Name of Architect /trek. -1i-,-k Address "51a E'6' zF Number of Rooms tl Foundation r7O"'t d c°"�' Exterior da z 6j•c- Roofing Floors `� a 6—""'4-f_ Interior A-P Heating ~�a Plumbing A-1 a Fireplace '"f a Approximate Cost Area Diagram of Lot and Building with Dimensions Fee t OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barns ab regarding the above construction. Name. < 4z Construction Supervisor's License (J q D.dHERTY, ARTHUR 35 ALLEN ROAD, CENTERVILLE No _17M Permit For-DETACHED GARAGE Accessory Dwelling Location Owner: Type of Construction Plot Lot Permit Granted 19 Date of Inspection: Frame 19 Insulation 19 Fireplace 19e Date Completed �'1 19�'S i.. • • S y J •�i Syr r t �i i. r J Y., or as - ✓ )��� � � r' W 1 a ' _ ..e L K - t f L Aa } A HALT _ G LAl°�tKlS ps. -LE-___...— F.14HT S 10E IGN gill M.� i -- - - ._ - , r- _ _ L Ef:T ff LE�/�Tlow. 41 1, _A4.wemo - APPROVED er _ Tr - 30I1LEi CHAYYN BY" :PA ir ;44 Cary [[fi� tt �yrj ye Ai.� , - ., ( 9 'i. it• i -.. a �i}'}{ { r. kjP K i ORAVv 0 tiVpl ER Y , � I 't I . rHAL Eu _... .- 4j; ;. fi........... ve, C E�TF-�! 5: t a • �ite�t'�-#AL �HII-I�LE•� T �2 r n ALUH Out s}. ki GN �oF �T ,mil PRIEz� ..- -•.. ._ ,c4 >cxi: wAL-L :42-LAUY • .Gvt�: f�TI �t5 � ---� 1 oe- '� b t�LLe. WALL fin{ ,;.j'ri+'d ?7 T'.tj,+�°',� r'ar2'�'�� '`��•vfr,�,4!'�'a t 13�e id 7l�tCz`•t.6FY" s�' ,t�'"�k: t7 -tv _ 'x.:� +•t:.Zj-� .R' f 'Gl axe �-#h� �Y r �•r.�. s t. .E. § f'r r c .$ �1y P_ � T�i xd(. - ..7.1 !lit: 4'�fl+l{ff 1.1,.. .0�+'. '•` a t -i�''�7 y'�.r'. y�{'rx��"+Cy, at r d �}5k• s�r � 4i 4 + + UV L•( .J�..e 4 V �� Y 11 ' 11 S .�t_ t - : ,• �L ` t } l Y , S t h } X J tJ i 1 7�EAb 51 L.L } u N f 71 a { 5r t t r: •b 4 t • S .t. U O r' l I. . • f! _Jul.. 1.� .. .- . , i - ' • ' I. , � 1 e t t 1 I e 4 !� .. ; )f fitll; r •+,t + li_1`I}�: �. 1 �. }1 �'y�.�: I r!!!![}1 . t i I t ( s � �I i (r }i. '!{ y ly ! �(,y i I.4} t 'I't �• E. f t --• _ - � , ,j �,i'' �I I� i � � I } �41,�jt�t1 {,e �� t 'il; 44 S! ANT _E:}U tiff' ic Kl.1EE'1.11AUL A .. -. _ - I � ' ;� " .- -•------_._ ._. , ,}. l ',t.; :III !i� 1 , { r t t;•!I i }. j ,.,{'1'1't tlis 'i l { VIP { .. - ,• , ilEt}�; fi��{i�}'� �i ,i .�. !` j� +' ��r #�` k,,i;�j,�1� }i ' y 1 ' i;•j (I`�i4 {txL� '� I i 11f! }f !! } ll;il:) I :1 , 1 } SKI: GOr�AOlD .711 DEPAt4TmorrapPIEUCsAFMV c_ 43F ONE dSMONT+pp qACE syavrvt��s w���wswat' ' p E7CF' iAt1QN DATE co CO k S T .. S V P EA V I S o p CAI<1TM �33117 11 9V6 E FFSO YE DATE' f�A PAOTE'L'�fON I�GAIN3 f" �' lVD79E 0613oll-ag3` 009637 PRINTINAPPROPMAX, - D�tit L IC N ��(1GLAS i' BOYD co SS 2�'�-26- 3ei- `157 GREJIT PINES OR, BtA�7�+1GOP�t AA S HP EE A& 02669 � ?OM AfusrLNaAjDE mamo. worop��rsaraar�p F� �, HEM3Hr awes a" acn.�sasr p. 03112119 Ht�� rTl E. Q -. CAM�011 d �.. lM�E'�R1LLA �pM1�EtI!` _ �. T�KOl.41R lMEi BIF 70 01��1�.�ftMMfwNt iiY�p m - - cn O s Z a O • CXD lOD V O7 The Town of Barnstable e,,wvsrns�.e. _ MASS. Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-775-3344 Building Commissioner For office use only Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions, along with other - requirements. TypeofWork: COXSEr✓cf Est.Cost Address of Work: L a� 3 A 3 s Ile /Z oa a/ Owner Name: �. F�,.. lS a e i F y Date of Permit Application: F '9 y I hereby certify that: . Registration is not required for the following reason(s): Work excluded by law Job under S 1,000 Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE, ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent o the owner: l"o�Eraeka/ U09 3.7 $•30 .9`I reSEi C. ra ,C✓�;LS x.@ . l�orxe %ter. /03d8T Date Co tra or name Registration No. OR Date Owner's name _ � .� �" ' v� I � (�C�'� i _ ` N� i ��� ��2� ^', �, �`'\ � � �_ �... . �__-_ _ _R�_�.. .�_ r o?ArJmFvMOD '�I��v k TOWN OF BARNSTABLE, MASSACHUSETTS, 1 [1=1 .4-t701-00_3.�/ 0. 37.1..2 _� . DATE October 17 , 19 94 PERMIT NO. APPLICANT P _ re-tige- Properties ADDRESSI645 F7 ilmouth � �111t.P F'- + - - , 7 ,..1 r- (NO.) (STREET) IT (CONTR S LIL�ENS ) Build Detached Ga 0. NUMBER OF PERMIT TO ��K= STORY Accessory.S.`�Ci 7"<:7 "f'(7 l7j�P1�i r�TWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPY)SED USE) - Lot_.#3A 35 Allen Road, ZONING AT (LOCATION) CenterV�,l1P DISTRICT- (NO.) - (STREET) .. BETWEEN" AND (CROSS STREET) (CROSS STREET) i a LOT 'SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY ,FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TOt TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) Sewage #85-482 REMARKS: ) AREA OR 624 sq. ft. ESTIMATED COST 12,500. 00 FEEPERMIT 50. 00 (CUBIC/SQUARE FEET) OWNER Arthur Doherty BUIL { =:.ADDRESS en Road, Centerville BY r� -' - -oTri-Eti--A b m rr tz F I'LT"C A NTFR-O"RI-T FET0N-DTTT0 KS-- OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL -APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR - PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN ELECTRICAL, PLUMBING AND 1. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIREO,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBERS(RE TO FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION BEEFOREFORE OCCUPANCY. - POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS i 1 1 2 2 2 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT - - BOARD OF HEALTH OTHER SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT 'W!LL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE VARIODUS STAGES OF I WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTION. l PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. TOWN OF B S.RPdSTABLE 281Q 16 • T� Permit No. Building Inspector Cash 0,' OCCUPANCY PERMIT Bond y Issued to John C. :'icKeon, Jr. Address Lot 3, 35 Allan Road, Centervill - Wiring Inspector / .. Inspection date Plumbing Inspector f l \ Inspection date Gas Inspector . <,' �, Inspection date CC r yr. Engineering Department Inspection date Board of Health Inspection 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. .'f....... .... _._........._., �9� _......................_................ Building Inspector k TOWN OF BARNSTABLE BUILDING( DEPARTMENT ` t sasass : TOWN OFFICE BUILDING t rua , s� �619• �� HYANNIS, MASS. 02601 MEMO TO: Town Clerk FROM: Building Department�,o% ` DATE: An Occupancy Permit has, been issued for the.building.authorized by Buildin Permit ` s _ ........... .......... ..........: ........................ issuedto ......... .........�,................_.. .......... ._......... ........_ � Please release the performance bond. 1 30 2Z•l2.t� /: . �2AlA Q lz 12-8 N "N , No mC9 -G / zo/ �_o T r L o 7" c G/?E A' CERTIFIED PLOT PLAN $CTl�A c/c s FA�tM Ui A3gy f� ROBERT f B. ELDREDGE } k .. No. 19367 IN ate, qfA'AA n IiY L SCALE, /"- 4v, DATEt - /rZz/BS ROM rL EN c"lfoi✓ I CERTIFY THAT THEF��ti�•���aN SHOWN ON THIS PLAN 19 LOCATED 4 T x GISTERED RE®ISTERED , r0.$ N0. ON THE GROUND AS INDICATED AW LAND - F40 67 f r C.LVIL. " CGONFORM3 TO THE ZONING LAW& ENGINEER ' SURVEY00! Q�,.NY� ` A' r#r , . OF. BARNSTABLE, MASS 4 7 l 2- MAIN S T R E.E3' CIi.RYA �c ► ./_ 85 KYA N R I S, MASS. DATE REG. LAND SURV Q Assessor's map and lot number .....f.g .' ...( �. £' ;.-, 59 9 aoFTNE T ...................... O33� IC SY A To f`y o� Y aSewage Permit, number .... ...... NSTAL s , House number ........:....... ,�� ..... ........ .. t t WITH TITL BaB89Ta s� L M AB �y �p 16TAL CV, 0 MRONM TOWN : O F' BARN BUILDING INSPECTOR APPLICATION FOR PERMIT TO .lJ.11:. > ....... r TYPE OF CONSTRUCTION ........... ..:.. 7 fl� ................... .....:... ................................................. - . a . ........ ...k....t s..................19 TO THE INSPECTOR OF BUILDINGS: _ The undersigned hereby applies for a permit according to the following information: �......... . /�- ..KP....................... Location .................�/. ... ............ ......... ........ ............................................ Proposed Use ......... .L ..... V�1 �-/ `j. ... .......................... Zoning District ........ I...... .............. .......... ..... ....Fire District ... .� ............................................ Name of Owner ... ........... . . .. ..I...�.... . ...Address A .1.�''^ Q f azs ., v/.11� 1 � � Name of Builder ..Address ......................................... Name of Architect .. � �L`jcl�f.............Address ......�1��`... J4�. .. ..w1C{f U��l ............... Number of Rooms .................. .:............................................Foundation .h... .0. e�g ....I. .wZ. .. . ���... Exierior ... .... ..................... ../���..,�..PA.!C.-�!.T.�..C �............................Roofing. ../. ,. :.�.a!-I:��..�. .... Floors ........Interior ...� '� � .. �/�/. 1�... .............. Heating �'/•� ��•�� ., *.........Plumbing ... C �..... :...... ...... Fireplace 0Aj ".. rj > ..-....p.....7"1. ............Approximate Cost ...........7 ?..........:........................: Definitive Plan Approved by Planning Board ----- -(,� - 19'7/--. Area` .. �... ... Diagram of Lot and Building with Dimensions Fee ......... . .... .............. SUBJECT TO APPROVAL OF BOARD OF HEALTH i OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS 1 hereby agree to conform to all the -Rules and. Regulations of the Town of Barnstable regarding .the above construction. Name ...... .. `... .. �.� . ......... f Construction Supervisor's License N, JOHN C. JR. �I No 28016..... Permit for One Story............. , T1 r, Single Fami. , ..Dwelling............... jr Location ..... t.. ...... ............ A - .............1......... TStXX�'.'.Y.i Ile................... - ........ J'; { ` I -��" /' ��Y r �r� i•t r ♦. . r jrr• •Y ; � ...�— '.'tea �i 1 ""'i,' .-. _ S Owner ... Jorin C1Kq OX1.. X............ .......... Type 'of Construction .....Frame.... ,, Plot ............................ Lot ................................ :., ,• .. rrj µ� .. Permit Granted ........June 12..... .;a :;f9 85 , .Date of Inspection ...... 1.:.�+7r.19�$� "_f• • r Date Corn leted ........ . ll......... :145 COL #10S -77 �-, . 71 ., _ � �-�_" •~ .ate "�' • 1� 'i . Y d•L Sas si•° F t f yo p A saa ,s= IN LIS M .04= CR 0 r � .` ,_ • ^. •�,�. .LOT 6� _ _ -- -. --- — --=- ---_-- --- 1 e I Loy' A- A h " 49,Z17 s 4Z °'' f�' 6� ' 8 FA „ Z 1./3.r,gcees 5a y 5' 407, A � d a'o i z2,.c� ti. 3e • Tj4 u ROAR Q/�R' q«/yz Ile ' /i Ao.rme o LOT 4�J* LoT.IO A - — - . ► � r—� { .o[_AcRcs } K w N n NO V dQ a � � A 4 "A� � 44,2Y/ [[ 0 • &.W - 4S,074 S.h N .�Q M N �• ! tr�� I 11 sic rJw [ 4'32"N/ I .. ;,✓ 1 e • N �. ACAMS CAMPO.. a p it q� •OS pLFA,BK.335 `o . : sl1 �3 •k9 --- p E 0 = o .44,0/S S.F. a ! o an • a es R • /,03.±pos o• moo+ , °• �.•�� �oJ -l_-<•.-.,-.:>-_,.. .-.•., _ � V L.O'� jA -� � ._:. _ '•- :+o,` j��� .. - {r�_p_ _. - _ DEAR/Nls - D1S7.., - , a� 43446, rr< �r 4 w' �r��.bbp 0•"' 4 N24'3s486 99J.110 ZACJ?!S T •/Pf �'• �;3`88'4B 2CE '953.344 �'%Assdss4r's offioe-Ost floor); / t��/; 0a/_ O'`' o Assessor's map and lot number ....0 7 / ��.X. SEPT SYSTEM ���� T"E l ..' .... ....;.. . Board of, Health (3rd floor): �Jr ' z _ INSTALLED IN C®�PL1 `O ♦°` Sewage Permit number WIT1+�MTLF.g ••' T11DLE i Enginermg Department (3rd floor): _ t House umber ................i. 2��;F..LS .... ! ENVIR �RE .p�D ° �b3o.a� TO („A'n D YAY APPLICATIONS PROCESSED 8:30.1:9:30�A.M, and 1:00-2:00 P.M.,only; r TOWN OF BARNSTABLE r BUILDING INSPECTOR a e APPLICATION FOR,`PERMIT TO ........ v/..�L�.....c.-� lhl �!?!�� ...... .... ............................................. TYPE OF- CONSTRUCTION ................... •i•ti.. ,1. ...... r ..................... 133.. 19.J).�o TO THE INSPECTOR OFF BUILDINGS: - The undersigned hereby applies for a per it according to the following information: Location ...............S ,..... :,........ . . 7��.......L..� ..........: ..�- . .... ...3 4.........: .......... ../���1� fit/ P r ....... �i.� c t dam' o d / .. Proposed Use ..........A.* � ................Zoning District ........ /./ ...............:..............Fire District .............................:, Name of Owner ... � � ...... ...... ......;,Address .. .?..... (.y� f' �`U�l�P k .. Name of Builder .... ... / .....Address Name-of Architect .......................................'...........................Address .:.................................................................:................ Number of Rooms ..................................................................Foundation .............. Exterior .........Roofing .......... Floors ......................................................................................Interior '.......................:...................................:........................ g ............Plumbing :.................. rieatin ..................................... Fireplace ©C) , p ......................................................................•............Approximate Cost ............................. ..................................... Definitive Plan Approved by Planning Board ___'__________________________19________ . Area .... ........ s.7 .. Diagram of Lot and Building with Dimensions Fee w SUBJECT TO APPROVAL OF BOARD OF HEALTH s , ' Y ' OCCUPANCY PERMITS 'REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the'Rules and Regulations of th o n o arnstab •reg d'n he above construction. Noa .... .... ...... ............... Construction Supervisor's License .........:........................... } DOHERTY, ARTHUR t r 29989 Build Swimming 1 ool No ....... .....:... Permit for .................................... GAcde_ ssoryI to Dwelling . ..............`....... ............................................... b _ Location 35 Allan Road (Lot #3A)• _ - Centerville......................... ........... r t t Owner Arthur Doherty - Type of Construction ......................................... ' 1 ............... ..........X............... ......... - 7 Plot, n(. ..... '�1 .......... Lot ...`..................... Permit Gran,ed ..... ••3,9,,.......19 86 Date of.,,lnspection ........... .... ....:19 (! Date .Completed .:.........4... ..........C�...19d7 s t + , Sc �' <�fi R� `�"�, ICE ."�•` ,..; ! `� F: .``•� 's'"q tom, y _ � _ , ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7, DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR 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 AHJ: Barnstable REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Commonwealth Electric) Ad CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE J B-0 2 6 6 71 00 DOHERTY, ARTHUR DOHERTY RESIDENCE Rob Solaski , SolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'.,,F NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 35 ALLAN RD 13 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S NODDLES: BARNSTABLE, MA 02668 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (50) Hanwho Q—Cells #Q.PRO G4/SC 260 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE: Marlborough, MA 01752 INVERTER: T: (650)638-1028 F: (650) 638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE # SE11400A—US000SNR2 (508) 400-2350 COVER SHEET PV 1 3/12/2015 (888)-SOL-CITY(765-2489) *r*.solarcity.aom PITCH: 45 ARRAY PITCH:45 MP1 AZIMUTH: 102 ARRAY AZIMUTH: 102 MATERIAL:Comp Shingle STORY: 1 Story PITCH: 45 ARRAY PITCH:45 MP2 AZIMUTH: 192 ARRAY AZIMUTH: 192 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 25 ARRAY PITCH:25 M MP3 AZIMUTH:282 ARRAY AZIMUTH:282 MATERIAL:Comp Shingle STORY: 2 Stories PITCH: 45 ARRAY PITCH:45 MP4 AZIMUTH:282 ARRAY AZIMUTH:282 MATERIAL: Comp Shingle STORY: 1 Story - (E)DRIVEWAY Q - N M a MP2 - DC , 0 " of LEGEND G v y Q (E) UTILITY METER & WARNING LABEL A�� T1 0 90 E INVERTER-W/ INTEGRATED DC DISCO �' 6�� & WARNING LABELS 4/20/2015 © DC DISCONNECT & WARNING LABELS i,ATs 3 �J Digitally signed by Nick Gordon nc nc AC DISCONNECT & WARNING LABELS Inv Date:2015.04.20 16:07:10-07'00` DC JUNCTION/COMBINER BOX & LABELS O . front Of House GRADE �D COMPACTED BACKFILL . DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING .LABELS W $" 6' i I � UNDISTURBED SOIL O' DEDICATED PV SYSTEM METER- - �- o 3 0 " ( ; I _ �. STANDOFF LOCATIONS w 6 � lIt � �� �i I' CONDUIT RUN ON EXTERIOR => _ RED WARNING TAPE --- CONDUIT RUN ON INTERIOR Ali- W/ TRACE WIRE GATE FENCE HEAT PRODUCING VENTS ARE RED APPROVED BACKFILL r'' INTERIOR EQUIPMENT IS DASHED -3" 3„L Jf SCHEDULE 40 PVC N CONDUIT SITE PLAN T1 TRENCH DETAIL Scale:1/16" = 1' E Scale: 3/4"=1'-0'. 01, 16' 32, W 5 J B-0 2 6 6 71 0 0 PREMISE ONNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN [IN MBER: ���� � CONTAINED SHALL NOT BE USED FOR THE DOHERTY, ARTHUR DOHERTY RESIDENCE Rob Solaski �:,,SolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NG SYSTEM: �5 NOR SHALL IT BE DISCLOSED IN WHOLE OR INp Mount Type C 35 ALLAN RD 13 KW PV ARRAY �. PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: BARNSTABLE, MA 02668 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE ) Hanwha Q—Cells #Q.PRO G4/SC 26O PA( NAME SHEET: REV DATE Marlborough,MA 01752 SOLARg1Y,EQUIPMENT..WITHOUT THE WRITTEN ER: T: (650)638-1028 F: (650)636-1029 a PERMISSION OF SOLARCITY INC. AREDGE sE11400A-us000sNR2 (508) 400-2350 SITE PLAN PV 2 3/12/2015 (666)—SOL-CITY(765-2469) www.sdarcitycom si si A. - .. _ 0 14'-9" (E)-LBW (E) LBW OF SIDE VIEW OF MP3 NTS SIDE VIEW OF MP4 NTS ?� D G MP3 X-SPACING X,CANTILEVER Y-SPACING Y-CANTILEVER NOTES _ MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES - p LANDSCAPE 64." 24" STAGGERED LANDSCAPE 64" 24" STAGGERED V I L y PORTRAIT 48�� 4 . . ..t . PORTRAIT 48" 19" @ --K. - - - RAFTER 2x8 @ 16"OC ARRAY AZI 282 PITCH 45 sroRlEs:1 Off` E 1 �� ER 2X8 @ 16° OC ARRAY I STORIES: 2 ROOF AZI PITCH RAFTER' ROOF AZI 282, PITCH 25 AZ 282 PITCH 25 C.I. 2x8 @16' OC Cam Shingle S IIIIAL C.]: - 2x8 @16 OC Comp Shingle 4/20/2015 - PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER &,FENDER WASHERS - - - LOCATE RAFTER, MARK HOLE ZEP_LEVELING FOOT : (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. I (4) (2) SEAL PILOT HOLE WITH _ ZEP 'COMP MOUNT C POLYURETHANE SEALANT. S1 . JIM ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLEIJ 4 PLACE MOUNT. (1) (E) ROOF DECKING (2). INSTALL LA G BOLT WI TH 1V-5" 5/16" DIA STAINLESS (5). j(5)F SEALING WASHER. STEEL LAG BOLT .LOWEST MODULE SUBSEQUENT MODULES (E).LBw . INSTALL LEVELING FOOT 'WITH 1/2 EMBED, MIN) WITH SIDE VIEW OF MP2 NTS SEALING A SHER (6 (2 ) BOLT & WASHERS. (E) RAFTER STANDOFF ANDOFF MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES - LANDSCAPE 64" 24" STAGGERED S 1 SCdI PORTRAIT 48" 19Scale: 1 1/2" 1� = RAFTER 2X10 @ 16°OC ROOF AZI 192 PITCH 45 STORIES: 1 ARRAY AZI 192 PITCH 45 C.J. 2X10 @16"OC Comp Shingle _ CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 6 71 00 PREMISE OWNER: DESCRIPTION: DESIGN: \\`! CONTAINED SHALL NOT BE USED FOR THE DOHERTY, ARTHUR DOHERTY RESIDENCE Rob Solaski �SolarCit BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: , .��r 9� NOR SHALL IT,BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 35 ALLAN RD 13,_KW PV ARRAY y PART IZ OTHERS ON,-E ourslIN THECON RECIPIENT'S MODULES: BARNSTABLE, MA 02668 ORGANIZATION,.EXCEPT IN CONNECTION WITH 24 SL Martin Drive,Building Z Unit 11 THE SALE AND USE T, THE RESPECTIVE (50) HOnWha Q-Cells #Q.PRO G4/SC 260 PAGE NAME: SHEET: REV: DATE.. Marlborough,MA 01752. �► SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T. (650)638-102tT F: (650)638-1029 PERMISSION OF SOLARCITY INC. SERTER: GE sE11400A—us000sNR2 (508) 400-2350 STRUCTURAL VIEWS PV 3 3/12/2015 ,(saa)-SOL-aTY(765-2489) w msdarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND.(N) #8 GEC TO TWO (N) GROUND Panel Number.Siemens Transfer Switch Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE ##SE10000A-USOOOSNR2 LABEL: A -(50)Hanwha Q-Cells #Q.PRO G4/SC 260 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:2301485 Tie-In: Supply Side Connection Inverter; 1000OW, 240V/208V, 97.5%/977a w/Unifed Disco andZB,RGM,AFCI PV Module; 260W, 236.5W PTC, 40mm, Bik Frame, MC4, ZEP, 600V ELEC 1136 MR Underground Service Entrance INV 2 Voc: 37.77 Vpmax: 30.46 INV 3 1 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL SQUARE D SolarCity E; 20OA/2P MAIDAIVti � CUTLER-HAMMER Inverter 1 Disconnect (E) WIRING C Disconnect 7 6 SOLAREDGE 5 1 M D 60A SE1000OA-USOOOSNR2 MP 2: 1x16 -- ----- ------------ -- -- X _ --------- - -- � LA - L1 zaov _ B11` DC+ I FROM N DC- I q MP 4. 1x15 GENERATOR cND ------------------------------------- -ECG --- DC+ - MP3: 1x19GEC N DC--�(C 3) GND __ EGC- -------- -- J--------- ------------ --♦--- - 20OA/2P L(1)Conduit Kit; 3/4" PVC, Sch. 40 - N Z Z I TO 120/240V I SINGLE PHASE UTILITY SERVICE TO MSP Voc* = MAX VOC AT MIN TEMP POI (2)Ground Rod; 5/8' x 8', Copper D (1)CUTLER-HAMMER #DG222NRB /� A (I SolarCitr 4 STRING JUNCTION BOX D� -(2)ILSCO IPC 4/0-#6 Disconnect; 60A, 24OVac, Fusible, NEMA 3R „ 2x2 STR GS, UNFUSED, GROUNDED Insulation Piercing Connector, Main 4/0-4, Tap 6-14 -(1)CUTLER- AMMER DG100N8 S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE Ground�Neutral t; 60-100A, General Duty(DG) C (1)SOUARE D $30A,HU3 6 B PV (50)SOLAREDGE�300-2NA4AZS (1)CUTLER-HAMMER #-DS16FK Disconnect; 30A, 600V, NEMA 3R PowerBox ptimizer, 300W, H4, DC to DC, ZEP., AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC Class R Fuse Kit -(2)FERRAZ SHAWMUT#TR60R PV BACKFEED OCP nd (1)AWG6, Solid Bare Copper Fuse; 60A, 250V, Class RKS -(1)Ground Rod; 5/8" x 8', Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE 1 - Blade 1 AWG , THWN-2, Black (1)AWG/8, THWN-2, Black Voc* =500 VDC Isc =30 ADC (2)AWG#10, PV Wire, 60OV, Black Voc* =500 VDC Isc =15 ADC AWG , THWN 2, � 7 cn (1)AWG 16, THWN-2, Red 6 O (1)AWG (I6, THWN-2, Red 4 (1)AWG$8, THWN-2, Red Vmp =350 VDC Imp=24.93 ADC 1 (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=11.73 ADC(I)AWG J6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=42 AAC O (1)AWG #10, THNM-2, White NEUTRAL Vmp =240 VAC Imp=42 AAC O�(1 AWG#10, TIiWN-2,.Green EGC. . . . . . . . . . . . . . . .. . . .. .. . • , , , , , , , O�. -(1)AWG/6,.Solid Bare_Copper. GEC. . . (1)Conduit.Kit;.3/4'.EMT. . . . . . . . . . . . . . .. .-(1)AWG �8,.TFIWN-2,.Green . . EGC/GEC.-(1)Conduit_Kit;.3/4'.EMT. . . . .. . _ . (1)AWG#10, THWN-2, Black Voc* =500 VDC Isc =15 ADC �(2)AWG'1'0, PV Wire, 60OV, Black Voc* =500 VDC Isc .15 ADC O L_L(1)AWG#10, THWN-2, Red Vmp =350 VDC Imp=11.73 ADC O W_(1)AWG#6, Solid Bare Copper EGC Vmp =350 .VDC Imp=11 ADC . . . . . . . . (1)AWG 110, THWN-2,.Green.. EPP. . . . . . . . . . . .. . . . . . . . . . . . . .. . ... . .. .. . . . . . WAWG 0 PV Wire, 600V, Bladc Voc* =500 VDC Isc =15 ADC O Ll (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=13.93 ADC J B-0 2 6 6 71 0 0 PREMISE OWNER. DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: CONTAINED SHALL NOT BE USED FOR THE DOHERTY, AR.THUR DOHERTY RESIDENCE Rob Solaski solarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'•� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 35 ALLAN RD 13 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNS TABLE, MA 02668 24 St Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (50) Hanwha Q-Cells #Q.PRO G4/SC 260 �: REV. DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ���. PAGE NAME T. (650)638-1028 F: (650)638-1029 INVERTER: PERMISSION OF SOLARCITY INC. S GE sE�i400A-us000sNR2 (508) 400-2350 THREE LINE DIAGRAM PV 4 3/12/2015 (888)-soL-CITY(765-2489) www.sclarcitycorn CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES..WITH DISCONNECTS LOCATED AS SHOWN.: , Address: 35 Allan Rd - DC ,DISCONNECT AC DISCONNECT N I LJ ^ INVERTER AND UTILITY DC DISCONNECT e SERVICE SOLAR PHOTOVOLTAIC ARRAY(S) L---------- ------------- J PHOTOVOLTAIC BACK-FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS'AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE = 240V - CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE J B-0 2 6 6 71 0 0 . BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: DOHERTY, ARTHUR DOHERTY RESIDENCE Rob Solaski �= 'So�arCity NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type c 35 ALLAN. RD 13 KW PV ARRAY 'h� PART IZ TIOTHERS, E OUTSIDE THE RECIPIENT'S MODULES BARNSTABLE MA 02668 ORGANIZATION, EXCEPT IN CONNECTION WITH , ' THE SALE AND USE OF THE RESPECTIVE (50) Hanwha Q—Cells #Q.PRO G4/SC 260 24 St. Martin Drive,Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE Marlborough,-MA 01752 PERMISSION OF.SOLARCITY INC. RI��' L (650)638-1028 F. (650)638-1029 SOLAREOCE sE1140oA—us000SNR2 (508) 400-2350 SITE PLAN PLACARD PV 5 3/t2/2oi5 (668)-SQL-aTY.(765-2469) www.solarcity.corn Label Location: Label Location: Label Location: • 0 0 0 (C)(CB) ♦ o (AC)(POI) ♦ o (DC)(INV) Per Code: �'- ' _o Per Code: s � Per Code: NEC 690.31.G.3 soo o NEC 690.17.E ° �a ° o- # NEC 690.35(F) „ Label Location: `° =o - o - o o © TO BE USED WHEN © © �: ,r (DC) (INV) O Ip -o o ° INVERTER IS Per Code: UNGROUNDED NEC 690.14.C.2 Label Location: Label Location: j o o {o (POI) g p o - (DC)(INV) - ° Per Code: Per Code: NEC 690.17.4; NEC 690.54 NEC 690.53 o � <� Label Location: �'.; ° '� °i C! ♦ o :' (DC) (INV) t Per Code: -o 0 0 0` NEC 690.5(C) Label Location: (POI) -o 0 0 • o 'A` o .° o - Per Code: 0 0 o NEC 690.64.B.4 - o ono Label Location: ♦ W�JL�J (DC) (CB) Per Code: Label Location: oo' o o NEC 690.17(4) ' ♦ L`'JlN (D) (POI) t Per Code: NEC90.64.B. 0 4 Label Location: ♦ o (POI) Per Code: Label Location: ° o� NEC 690.64.13.7 (AC)(POI) o0 0 - o k , (AC):AC Disconnect D O Per Code: ° (C): Conduit 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 SHALL NOT BE USED FOR �.,.r inj 3055 nearview way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �- San Mateo,CA 94402 MOL E OLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, Label Set �•.•►� T:(650)638-1028 F:(650)638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE I�'SO�al�i�t (888)-SOL-CrY(765-2489)www.solarcity.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. ° t s ® s I ® Next-Level PV Mountin Technology Il SOIafCity ZepSolar Next-Level PV Mounting Technology ^SOIafClty ZepSolar 9 9Y Zep System . Components for composition shingle roofs , UP-roof v Ground Zep Interlock- (K-Y side shown,' _ - ', LcveWg Poot - - � Zep Compatible ry Module •. _ +" Zep Groove - �l Root Attachment a. .Array Skirt e�� ti Description PV mounting solution for composition shingle roofs A C t Modules 0 Works with all Z Compatible , R f 1 s Zep System UL 1703 Class A Fire sting or Type and Type 2 modules _ • Auto bonding UL-listed creates structuaI and electrical bond - - Leveling Foot Interlock Coen Mount 9 UL LISTED p O N 1 Part No:850-1345 Part o.850- 388 Part No.850-1397 Listed to UL 2582, Listed to UL 2703 Listed to UL 2703 Specifications 9 Mountin Block to UL 2703 .. 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 f Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 ' Zep System bonding products are UL listed to UL 2703 • Engineered for spans up to 72"and cantilevers up to 24" v Zep wire management products listed to UL 1565 for wire positioning_ devices GroundZep Array Skirt,Grip,End Caps DC Wire Clip • Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 zepsolar.com . zepsolar.com Listed to UL 2703 Tlds 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 Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. - - responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 1 of 2 _ 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf - - Page: 2 of 2 - { solar= So I a�''=ooSolarEdge Power Optimizer Module Add-On for North America iY P300 / P350 / P400 ON SolarEdge Power Optimizer P300 P350 P400 Module Add-On For North America (for 6oteR FV (for 72 cell PV (for 96 cell PV { modules) modules) _r modules) INPUT P300 / P350 / P400 ° F .% ..� n..: ,,, t:.. Rated Input DC Powers z........................................ 300 350 .... 400 ...... ............. ............................. ...... ..... Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vd[................................ .... .. ..... ... . MPPT Operating Range - ...8 48. .......8.60.................8..,80Vdc ... ...... ............1............... .................. ......... ........... .. - Maximum Short Circuit Current(Is[) 10 Adc ........................................... L� .............. ............ .• t aximum DC Input ^«...�� L., Aa" ,.m - I`^" j'V'�u,�ul'{�a2,;?a c'.i`.:;. • i Cu.r.r.e..n. ............................... ...... .......... 1 Max A% ................................................ ............ ..... 9 ............. d c ... yeightedEficiency .. .......................... .... .......................................98.8................................... ...%..... Overvoltage Category II OUTPUT DURING OPERATIONRATING INVERTER) - ) Maximum Output Current 15 :Adc - (POWER OPTIMIZER CONNECTED TOOPE b k �; ................... ......................................... ........ .......... .. ... ....................... ...... •t Maximum Output Voltage 60 Vdc I OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) ✓r ;�" Safety Output Voltage per Power Optimizer 1- _ Vdc "•( (N�" �1. 4. {1 : i,y,¢3�7 • STANDARD COMPLIANCE FCC 6 Part15ClassR IEC610002 IEC61000 6.3 ...,•.., ...... .............. ...............a r - Safety f .............................. ... .... ....., ....• IEC62109 1(loss II safety)UL1741 .,.. ........... . Yes.... .... RoHS (INSTALLATION SPECIFICATIONS - aximum Allowed System........ 1000 Vd[ r M Voltage Dlmensions(W x L x H) 141x212x405/S SSx834x159 mm/m ... .... .......................... . .. Wnight(mcludmgcables). .............. ..................... ......................... . 950/2.1••..... ... ......... ...... Input Connector MC4/Amphenol/Tyco ................. ......... ........................................................................ .................. .............. ................ - Double Insulated;Am phenol - r` Output Wire Type/Connector D. ........................... .......... Output Wve Length........... .................................... ....0.95/3 0.... .. .1.2/3.9................. ...m/k Operating Temperature Range.......... ... ........... .......................!..40 +85/.40-+185 ....... . /.�F... ..................... .. ... G'- Protection Rating ....IP65/. .NEMA4........................... ... .., ...................... .................................................... :. .. .,,n;'. .a„:•, ," Relative Humidity. ...................... 0 100... ... e�.... .. ..................................................................... ........ ................. .............................. .......................... - r 0.mea 5T<p ,.10em ,.Mad.e p1.5%power We-ai d. PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE ;THREE PHASE, j .. ,�. - � INVERTE TSINGLE PHASE - R -� � � � � � �208V 480V 11 PV power optimization at the module-level Minimum String Length(Power Optimizers) 8 ......... ...... 10- 18 — Up to 25%more energy J Maximum String Length(Power Optimizers) 25 25 50 - Maximum Power per String 5250 6000 12750 W —Superior efficiency(99.5%) - - .............. ..... .... ...... ....... ........................... ..._ _ . Parallel Strings of Different Lengths or Orientations Yes — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading- """"""""""""""""""""""""..•"""" """".""".••••............... — Flexible system design for maximum space utilization - - - Fast installation with a single bolt - - - - Next generation maintenance with module-level monitoring • — Module-level voltage shutdown for installer and firefighter safety - f F a USA - GERMANY - ITALY - FRANCE - JAPAN`- CHINA - ISRAEL - AUSTRALIA WWW.Solared e.US c j I, c O �, U Single Phase Inverters for,North America � �7Otar _ O 0 v ;, ►--ti SE3000A-US/SE3800A US/SE5000A-US/SE6000A-US o O SE7600A-US/SE10000A US/SE11400A-US - 1 SE3000A-US SE390OA-US I SESOOOA US SE6000A US I SE760OA-US SE10000A US SE1140OA US 1 OUTPUT So l a r E d g e Single Phase Inverters 1.:�`, Nominal AC Power Output 3000 3800 5000 6000 760.0 100 0 @240V 1140.0 VA �• 5400 @ 208V 10800 @ 208V For North America Max AC Power Output 3300 4150 450 @240V 6000 8350 10950 @240V 12000 VA AC Output Voltage Mm Nom Max• 5 ' .183 208-229 Vac ✓ - ✓ - .... .. .. .......... _ SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US AC Output Voltage Min:Nom Max ✓ ✓ ✓ ✓ ✓ ✓ SE7600A-US/SEIOOOOA-US/SE11400A-US / 211-240-264Vac ... ......... ................ ................ ............... ......... ........... - ,• •`_ ,, ' ^ AC Frequency Min:Nom:Max 59.3 60 60.5(with HI count settin 57 60 60.5) ly ....................... ................ ............... ................. .............7. .....8.......... .... .......... ..e 48 @ 208V (I - -' - Max.Continuous Output Current .• 12.5. .•.I:•..r.16.•,••.I•.. @240V`I :.25.. •'. •. 32 475 A GFDI .. .............................................• ........}........ ............ ...... ............... .... •Utility Monitoring,Islanding .. .--- --,- .; $ •�t `:a '9`3<yry', Protection,Country Configurable, _ _ Yes - ^ s`*°y Thresholds 9.INPUT ata i€f" ^'�'" ."' ,�crime�y .� I;. Recommended Max. Power- Alit " > VB aft • "`' , :- '),`_l `=a �"-: STC 3750 4750 6250 7500 9500 12400 14250 - W ` �Sa�'i Waft �fl^ „•�'' s1° "` k' ,"*fr'�s y4 dl " .�, , d. ( ... ..... .... ....... ..... .... ......... ..... ......- .. ............. ..... ... sV z•:. ..)... Transformer-less,Ungrounded Yes '+L �87zah�r .x%':`•'r ah.xns .................... ......-. .....-.......-.. ....................... ........................ .................... ... J?........g...................... ........................... Max.In ut Volta a 500 Vdc Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc _ .�... ...._ .................. .... .....--...... ........... ..._........ ........ ........... ......... . .. ..16.5 @ 208V. Max.Input Current`"" 9.5 13 18 23 34 5. Adc -' "" .. �•.'1 3,,`'�*�- (15.5 @ 240V ( I 30.5 @ 240V .......................................... ...... ... ............. .. . ........ ........... ............. ....... .... ......... ... ¢ I . N` • � 7 .� Max.Input Short Circuit Current �30 45 Adc Reverse-Polarity Protection Yes � sgr; „_', .„ .;,:. Ground.Fault Isolation Detection 600ka Sensitivity ...Maximum Inverter ..98•.•.•• •....••98••.•.. %• ^ - .. ,.. ...................... ........... ...-. ............ ............ ......... -.._- _w._a Y,.._.--.._ -t ' ' z .t Ni '•••� r ry - .. ...- 97.5 @ 208V. _.. ...97 @ 208V... ,, 7-; s CEC Weighted Efficiency 97 5 98 98 @ 240V 97.5. 97.5 •97.5 @ 240V 47.5 - % ....:.. ................ ........... ............. ............. ... ............ ..... .............. ..... ... .. ................ ........... Nighttime Consumption . - we` W {{ 'me Power Cons n <2.5 '<4 1 ADDITIONAL FEATURES` _ ;, :*..' •�� . . . Y s I, - Supported Communication Interfaces R5485 RS232,Ethernet ZlgBee(optional) Revenue Grade Data,ANSI C12.1 Optional ( 1 'STANDARD COMPLIANCE. r Safe - UL3741,UL1699B,UL1998,CSA 22 2 - - _ u ' .... .......... ...: .... .......... ........ ........................ _......... .... .................... ......... .... ....... ,a• p, r _ Grid Connection Standards IEEE1547 - ,. .............. ..... ......... .. .. ............ ....... ... ... _ _ - �1 - •.4 '",. ,, + c -,-.; x ..Emissions FCC partly class B 1 INSTALLATION SPECIFICATIONS C output conduit size/AWG range 3/4 minimum./24 6 AWG 3/4 minimum/8-3 AWG . # . . �, a. •��,1 $; " r ;; x `� < DC input conduit size/k of strings/.. .... .. .. .. ... .. .. "` •) if ' -AWG ran a 3/4"minimum/1-2 strings/24 6 AWG 3/4'minimum/1-2 strings/14 6 AWG :; 8............... Dimensions with AC/DC Safety.•. 30.5 z 12.5 x 7./.. ...30.5 x 12.5 x 7.5./.. in./.. __�.. x�•,_, -ti ' ', =-- '', :- `'- '' "• y.;.; :" Switch(HxWxl)) 775 x 315 x 172 775 x 315 x 191 - mm ,.. ._:.:.-.,,....�. _ ..... ....... ... .......................................... .. . 30.Sx12.5x105� 775x315x260 -r: ,.. ' •'. •-' Weight with AC/DC Safety Switch 51.2/23 2 - 54.7/24.7 88 4/40 1 lb/kg . .. _ .............................. ......... .................................. .....:........ .............. .... .... ... .. . ... . . Cooling -. - .Natural Convection Fans(user replaceable): ......................................... .................................................................... ...................................................... ........... ' Noise <25 <50 dBA The best choice for SolarEd a enabled systems ........._...................... .................................. ........................ ......................... .. ................ .... g y - Min Max Operating Temperature -13 to+140/-25 to+60(CAN version""-40 to+60) •F/-C " - Integrated arc fault protection{Type.1)for NEC 2011 690:11 compliance Ranpe.............................. ....... ....................................... ....................................................... - ...................�...................... .............-.. ......... ................... ......................:......... -...... ........... Su perior efficie ncy(98%) For other regional settings please contact 5olarEdge support. - Small,lightweight and easy to install on provided bracket Limited to 125%for locations where the yearly average high temperature is above 77•F/25•C and to 135%for locations where it is below 777/25•C. For detailed Information,refer to -F Built-in module-level monitoring - :.•A higher current source may be used;the inverter will limit its input current to the values stated. ••CAN P/Ns are eligible for the Ontario FIT and mlcmFIT(microFIT en SE31400A-US-CAN) _ - Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only - Pre-assembled AC/DC Safety Switch for faster installation Optional-revenue rade data,ANSI C12.1 P g 1 5unsvE[ 4JLl►JIJ LJ�' USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THENETHERLANDS-ISRA EL 1 WWW,SOIBF2dgE'.US . ; ^",hd .�,ac it 4: 0ugp ot. . ttl _ Q+7 4 +43.7�tasrra . �•-" � Ir�4�r7Em+rlf�+m� cq{Ivgi(if•-+�E7F�_ ARws malitOtQsitF ;ARY( wtrRawc cow M1a1 i MECHANICAL SPECIFICATION Format 65.7 inx39.4 in x 1.57in(including frame) (1670 mm x 1000 mm x 40 mm) (1 - Weight 44.09 It,(20.0 kg) <,w.�:.,ma..o,.>•r..®' - Front Cover 0.13 in(3.2 mm)thermally prestressed glass Ea- with anti-reflection technology, ,�� - Bade Cover Composite film ...... -^ ^'' inure Black anodized ZEP compatible frame Cell 6 x 10 polycrystalline solar cells - - Y ""•"'w ` Junction box Protection class IP67,with bypass diodes - _ Cable 4 mm'Solar cable;(+)a47.24 in(1200 mm),(-)a47.24 in.(1200 mm) ��m__ }"T - Connector MC4 UP 68)or H4(IP68) --I-I"""'" 1� �► �y • ELECTRICAL CHARACTERISTICS ' PERFORMANCE AT STANDARD TEST CONDITIONS(STC:1000 W/m2,25•C,AM 1.5G SPECTRUM)' - POWER CLASS(+5W/-OW) [Wl 255 260 265 . - Nominal Power P. [ Wl 255 260 265 ' • L ' a • , ShortCirccuitCurrent - - _ I,r [A] 9.07 9.15 _ 9.23 1 _ Open Circuit Voltage - _ _ - -° V. [VI _ - - 37.54 .., _ 37,77 _ - 38.01 Current at Pp„ - I. [A] 8.45 8.53 8.62 Voltage at Pam, }- Vra, IV] 30.18- - 30.46 30.75 ' The.new Q.PRO-G4/SC is the reliable evergreen for all applications,with Efficiency(Nominal Power) J q [°A] - a15.3 'R y a15.6 � - a15.9 ( a black Zep CompatibleTM frame design for improved aesthetics, optl- PERFORMANCE AT NORMAL OPERATING CELL TEMPERATURE(NDCT:800 W/m2,45:WC.AM 1.5 G SPECTRUM)' _ t6 ' POWER CLASS IWl 255 260 265 - mized material usage and increased safety.The 4 solar module genera- _. _ _- - y _ - . . . __ _ - , Lion from Q CELLS has been optimised across the board:improved output Nmm�alPower --- _.� Pm, - _ 1as.3 - 192.0_ 195.7 I Short Circuit Current Iu [A] 7.31 -,_- - 7.38 -h- -� 7.44 yield,higher operating reliability and durability,quicker installation and Open Circuit Voltage -� V. [V] - 34.95 35.16 35.38 i more intelligent design. Current at Pn, _ I,,,, LA] A � T 6.61 _ 6.68 T � 6.75 Voltage at P_ Vero [V) 28.48 28.75 29.01 ' Measurement tolerances STC:x3%(Pm,°):x 10%0I.Vs,I_.V_) 'Measurement tolerances NOCT.z 5%(Pm„):x 10%(I..V..I,,,w,V„m,) INNOVATIVE ALL-WEATHER TECHNOLOGY PROFIT-INCREASING GLASS TECHNOLOGY Q CELLS PERFORMANCE WARRANTY x PERFORMANCE AT LOW IRRADIANCE •Maximum h lit l ll with yie lds w excellent •Reduction of light reflection b"y 5Q%. - - y g �>x 100 �ocars At least 97%of nominal power during �1O�---r r- r--r-. ' r =i'-• first year.Thereafter max.0.6%deg-temperature behaviour_ plus long-term corrosion resistance due § _ __ y g m -�� �, dation Der year. •Certified fully resistant to level 5 sail fog to'hig"Liality s m At least 92%of nominal power after a _ • 10 yea . Sol-Gel roller coating processing. E o x At least ro 83%of nominal power after --- , ENDURING HIGH PERFORMANCE 25yeas. W_-_r_ _i III Long-term Yield Security due to Anti EXTENDED WARRANTIES All data within measurement tolerances. m - - am m ® - - - � Full warranties in accordance with the PI D Technology'.Hot,-Spot Protect, Is Investment security due to L 2-year di 4, warranty terms of the Q CELLS sales IRRADIANCE[WraxI _ - and Traceable Quality Tra.QTM. product Warranty and 25-year linear .a ry organisation of your respective country. The typical Change in module efficiency at an inadiance o/200 W/m'in relation , " rruu to 1000 W/m'(both at 25°C and AM 1.5G spectrum)is-2%(relative). •'Long-term stability due to VDE Quality performance warranty". 4 Tested-the strictest lest program. `TEMPERATURE COEFn_CDNTS(AT 100oW/NP,25'C,AM 1.5G SPECTRUM) , ,. Y .,T T _, _ ®�S Temperature Coefficient of 1. - a _ [%/Kt +0.04 Temperature Coefficient of V. IS�[%/Kl -0.30 1 e SAFE ELECTRONICS TOP'ML."PV j Temperature Coefficient of Pa Y [%/Kl - - --0.41 NOCT [°F] 113 t 5.4(45 •Protection against short circuits and PROPERTIES FOR DESIGNo thermally induced power losses due to 2014 a Maximum System Voltage Vm IV] 1000(IEC)/600(ULl Safety Class II a breathable junction box and welded Maximum series Fuse liatina _ [A Iict 20 Fore eating _ 3 C/TYPE 1 , e - - - Max Load(ULP [Ibi/ l W(2400 Pal PermiQed module temperebrre _ a-40°F up to+18507 w - cables. on coirtinuous duty (-40°C up to+85°C) G Phn!`n I i Load Rating(UL)2 [Ibs/N'] 50(2400 Pa) 'see installation manual - - - - _ OuaALY T•ntad �aQLS QUALIFICATIONS_ � 1 CERTIFICATES INFORMATION •nw�.wr :Mnpfioxwmio. e'°.r..,, odsdlA7ala UL 1703;VDE Quality Tested;CE-compliant; Number of Modules per Pallet 25 ?""°"^""`•" �cxn IEC 61215(Ed2);IEC 61730(Ed.1)application class 0. - -- " THE IDEAL SOLUTION FOR: to.4t1o3 W I Number of Pallets per 53'Container 32 - °NVgr 13 m W` °G, Number of Pallets per My Container 26 Rooftop arrays on `q]04 DVE ( % Pallet Dimensions(L x W x H) 68.5 i n x 44.5 in x 46.0 m - - residential buildings ZA ♦ G"1. - h 10 �. eO� (1740x1130xI]70mm) Pallet Weigh 1254 Ill(569 kg) N Installation instructions must be followed.See the insla alion and operating manual or contact our technical service department for further information on approved installation and use of R,o v 07E I tall II II P N P PP O -APT test eOndRimts:Cells at-1000V against graurlded,vviUl conductive metal foil covered module surface, �MPpr this Product.Warranty void if non-ZEP-certified hardware is attached to groove in module frame. 25-C,168h , ' See data sheet on rear for further mflxmatm Hanwha Q CELLS USA Corp.n. 8001 Irvine Center Drive,suite 1250,Irvine CA 92618,USA I TEL+1.949 748 59 96 I EMAIL q-cells-usa®q-cells.com 1 WEB www.q-cells.us Engineered in Germany OCELLS Engineered in Germany Q CELLS t i i I i i i Lt7 i►lei zoH E 4�?'e. lap 40 I/X i IV %kk�t' hF1�§G Of OALA OWN i i I i t