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0001 WAGON LANE
l Gc�cSan La2v w , Parcel.270-219 Location: 1 WAGON LANE,Hyannis Owner.LABADINI,RICHARD DOMENIC Parcel Developer lot: Road index r 4 � 270-219 LOT 26 1771 i Location Fire district Secondary road 1 WAGON LANE Hyannis PITCHER'S WAY j Village Interactive map Hyannis t Town sewer at address '{ No j Asbuilt septic scan 270219 1 ✓_Owner: LABADINI,RICHARD DOMENIC p . _._ _.._ �! Owner Co-Owner Book page �i LABADINI,RICHARD DOMENIC 25031/203 H, Streets Street2 1 WAGON LANE City State Zip Country i' HYANNIS MA 02601 _ Land jAcres Use Zoning Neighborhood 0.46 Single Fam MDL-01 RB 0104 j r 31 I' Topography Street factor Town Zone of Contribution 4 f' Level Paved WP(Wellhead Protection Overlay District) Utilities Location factor State Zone of Contribution ` Public Water,Gas,Septic IN _ 3 Construction V_ Building 1 of 1 II Year built Roof structure Heat type 1987 Gable/Hip Elec Baseboard i' Living area Roof cover Heat fuel 28 a I`I :e1144 Asph/F GIs/Cmp Electric .I! Gross area Exterior wall AC type ' ! 2670 Wood Shingle,Clapboard None 1 Style Interior wall Bedrooms fi Ranch Drywall 3 Bedrooms :3 Model Interior floor Bath rooms a f l I; Residential Carpet 2 Full-0 Half I a _ Grade Foundation Total rooms Average Poured Conc. 6 Rooms Stories �j 1 Story it I V_ Permit History { _ _--... Issue Date Purpose Permit Number Amount InspectionDate Comments 10/20/2014 Solar PV System 201407043 $13,500 09/11/2015 SOLAR ELEC PANELS 5.355KW @ 21 PANELS + I 05/17/2010 Out Building 201002235 $0 09/11/2015 8X12 SHED 'I 07/01/1987 Dwelling B30947 $65,000 01/15/1988 HY 1 STOR j 1f v_ Sale History .... _ Line Sale Date Owner Book/Page WWFmmY Sale Price ! 1 11/24/2010 _Y LABADINI,RICHARD DOMENIC 25031/203 $215,000 2 09/26/2008 THURSTON,NANCI E 23178/182 $160,500 3 03/11/2008 HOMECOMINGS FINANCIAL LLC 22741/324 $243,000 j 4 05/30/1997 COLEMAN,CHARLES F 10773/236 $1 5 05/15/1987 COLEMAN,CHARLES F&KARYN 5734/10 _ — $48,000 i 1/4 0 U41 Io/170/- JUUIk_r,LCUIV TOC KUJL.7i _ ._-_ _v...._,.._ ,_ -__..._..._..._�.�D4/'1-07 ..__._____..._. - _. �f7l/,000 I Line -Sale-Date Owner - ---- - gook/Page- -- -Sale Price 7"--l02/18/1987 �" JODICE,'-GUY F' '-' --'5564J"1-64'" $p' 31 -8 �-��-04/28/1975 JODICE,GUY F- 2175/191 $54,000 I( 11 �EEC 1 V_ Assessment History !' Save Year Building Value XF Value OB Value Land Value Total Parcel Value I 1 2019 $134,200 $27900 $4,300 $89,200 $255,600 2 2018 $105,500 $27,900 $4,500 $93,900 $231,800 i 3 2017 $97,800 $29,100 $4,400 $71,800 $203,100 i .. . ._ _.......... 4 2016 $97,800 $29,100 $5 200 $72,500 $204,600 j5 2015 $90,800 $26,400 $6,400 $70,800 $194,400 I ' 6 2014 $90,800 $26,400 $6,500 $70,800 $194,500 I { 7 2013 $90,800 $26,400 $6,700 $70,800 $194,700 8 2012 $90,800 $26,200 $5 300 $70,800 $193 100 9 2011 $122,400 $3,400 $0 $70,800 $196,600 10 2010 $122,300 $3,400 $0 $109,000 $234700 I 11 2009 $120,200 $2,700 $0 $160,600 $283 500 II 12 2008 $140,000 $2,700 $0 $171,900 $314,600 14 2007 $139200 $2700 $0 $191,700 $333,600 15 2006 $123,400 $2,700 $0 $200,100 $326,200 16 2005 $117 200 $2,700 $0 $142,800 $262,700 i t 17 2004 $95,200 $2,700 $0 $142,800 $240,700 18 2003 $88,500 $2,700 $0 $44,000 $135,200 19 2002 $88,500 $2,700 $0 $44,000 $135,200 it 20 2001 $88,500 $2,700 $0 $44,000 $135,200 t 21 2000 $70,800 $2,700 $0 $29,100 $102,600 22 1999 $70,800 $2,700 $0 � $29,100 � � $102,600 t 23 1998 $70,800 $2,700 $0 $29,100 $102,600 �'.24 1997. $68,000 $0 _._.-.��. $0 �..�. $29,100 $97,100 - - .. .. _ 25 1996 $68,000 $0 $0 $29,100 $97,100 26 1995 $68,000 $0 $0 $29,100 $97,100 i 27 1994 $65,800 $0 $0 $32,700 $98,500 28 1993 $65,800 $0 $0 $32,700 $98,500 29 1992 $74,800 $0 $0 $36,300 $111,100 30 1991 $80,200 $0 $0 $50,900 $131,100 31 1990 $80,200 $0 $0 $50,900 $131100 1 32 1989 $88 300 $0 $0 $50,900 $139 200 33 1988 $0 $0 $0 $20,000 $20,000 rj 34 1987 $0 $0 $0 $20,000 $20,000 �1 35 1986 $0 $0 $0 $20,000 $20,000 I; V_ Photos 2/4 t g$ $-1 RJ�i. ., J � "*t t AWN NANA iic.. i la �ia €i+ - �• -tub h a ' MW s �} *091111201'5 r r * 0911112015 al•4w, ,.Nr;;k•r. t.sx. ';�e�•44�5.9S�et''r i a , ta,:.,.�,¢ :aa�.°� ' r .# ` -,x..a.ae�`'"'rlu:,; Yoe `I i ,• r �� - � 4 � }fit _c1!•m �f rt - tEk�h1�'� -i �' / »y +,fr✓'�4� � .$'A��� I�Y_ �i��"I, 0911112015 fa'•� wa - 4 a 4 � "- a '''3T� � �f �.y 1'� � a,Z,dX tF , 4�y �. ,�+ ,-.}� Y ay�s4�' Y'a" t `m•,k �1'' X �` C'y�.- '.�' - kd i 1 }s 'afida ►.^�. �'i �'"a"""`4WuirY� �r`aq,"a X` , � t ..� °....•.��� °'�''f=srs� � •hsY*y.W,"""�...�-',a.w.'�t'"'�dt �. ! w!°a.c,.t. :� rti 1 � f ©2018-Town of Barnstable-ParcelLookup 4/4 J SePTIC SYSTEM M. Assessor's offioe (1st floor): C� MAST �� p �. ..... ti.c3TALLLED IN COMPLIANCE Q Of THE Tp�� Assessor's .rnz� and lot number ........7 d�........ ..... WITH TITLE 5 Board of Health (3rd floor): ^� - vZ %� I .�.c;f�P, ,. Sewage Permit number .............. .....�... R,CNI�MENITAL COD A6 ................. Z BABa9TODLL. i Engineering Department (3rd floor): j 'n lrovjw111 IL REGULATIOws 'oo 0399 0� Housenumber ............................................................. % i. e APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTABLE BUILDING INSPECTOR r. J APPLICATION FOR PERMIT TO .............v ...Ir� 4�v A....................../. ... ! q2`"I� TYPE OF CONSTRUCTION ........ C?.13.��...........CR.filln.�`CR.filln.k....................................................................... ...63 ............... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: �a/N S aa. ....................... ...... ......... ................... . ..(. .. ..................................................................... Location ProposedUse .........�.�c). P..fl.. ....t. .. ................................................................................................................................ Zoning District ........ Fire District ....... ......�..... ,,,._...... ................................. Name of Ownedf.!,e (.°�.. �.�� ..........1P"�71� 7.Z �'!.'u-4i2 .........Address 1.......... e....... Name of Builder ... .. .� ...........Address ..... .. ........... Rd. - �/ `I Nameof Architect ..../Ud ........................................Address .................................................................................... Number of Rooms .........6.....................................................Foundation ���.`� '`� �'�e&lc. ........................ . . .................................. Exterior CeJ� C/!9 �JOrtiNCr �iU//C� 1�! .............Roofin ... 5 [ 7 �1 �-t� .� Ui! . . .................................. S'le:Vefi; ....................................................... Floors Interior .. ... C,� ................ ..Y .. Heatin aeic5t c....?!.65�'X/�!Q.k: O•b�?,1'..� ........................Plumbing c,�... .. ............................................................... Fireplace -7 .............Amp—proximate Cost ......6-3, ... ........................ (� Definitive Plan Approved by Planning Board r____------- _ l_f___19__ Area �.!....1.. ...5. . , Diagram of Lot and Building with Dimensions Fee 5.7 2s SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .. !...:.:........... .....................a.......... Construction Supervisor's License �,2oG 6 ....oa................................ COLEMAN, CHARLES & KARYN t 30947 One Story N6 ................. Permit for .................................... Single Family Dwelling ......................................................................... Location Lot #2 6, 1 Wagon Lane ................................................................ -Hyannis .....................................................................I......... Owner Charles & Karyn Coleman, ..... ............................................................. Type of Construction ...............Framei. ........................... ........................................................................... Plot .............................. Lot ................................ `Permit Gran*ed ..... ..................19 87 Date of Inspection ............... ........9 97 -Date Completed ........ ...........19� C0;;71 NIU T I ON' Of R0 0 BOND 2 qu ` BUILDING PERMIT 3 ' r O The undersigned owner/contractor hereby agree to maintain their road bond in' force until the following work items are completed to the `satisfaction of the Engineering Section of the Department of Public . . Works. loam and seeishoulders as soon as weather permits. other (explain) LOCATION ! v G-o tq L t`j . 1 �' La 7` �o r ; SIGNED ner/Contra for ENGI1 It.G AUTHORIZATION t{ i I .s 1 TOWN OF BARNSTABLE Permit No. 3PyA7 BUILDING DEPARTMENT I D°g;a I TOWN OFFICE BUILDING Cash o.ivh HYANNIS,MASS.02601 Bond CERTIFICATE OF USE AND OCCUPANCY Issued to Charles & Karyn Coleman " Address Lot #2 6, 1 Wagon Lane Hyannis, Mass. USE GROUP FIRE GRADING OCCUPANCY LOAD 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. October..?!...... , 19...8�.......... � .: -.... � l2ti ' Building Inspector TOWN OF BARNSTABLE Permit No. 3P9 7....... BUILDING DEPARTMENT n"H:wa I TOWN OFFICE BUILDING Cash � i679' HYANNIS,MASS.02601 Bond ....Y.......... CERTIFICATE OF USE AND OCCUPANCY' Issued to Charles & Karyn Coleman Address ,,ot #2 6, 1 Wagon Lane Hyannis, Mass. . USE GROUP FIRE GRADING OCCUPANCY LOAD 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. Ocruber 7, 87 �jz' ............................ 19................. ...........,. !............. Building Inspector THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I A , 11- m / IL DATA TdNVN OF BARNSTABLE, MASSACHUSETTS BSUILDING PERMIT DATE t.4,r 19 PE,RM.IT APPLICANT 4 1 L>d, lC' Q2 ADDRESS ia IN 0.) (STREET) (CONTR'S LICENSE) NUMBER OF STORY 0 DWELLING UNITS PERMIT TO At (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) AT (LOCATION) Lot 1�_� ZONING v v, DISTRICT RB (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT-BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP -BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: PE $ S VOLUME AREA OR PERMIT ESTIMATED COST $ FEE (CUBIC/SQUARE FEET) OWNER BUILDING ADDRESS By DEPT. THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS 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 I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBERS(READY TO LATH). 3. FINAL INSPECTION BEFORE FINAL INSPECTION HAS BEEN MADE. OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET --- (VUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS �� 'P I. 2 2 ;1_�fibllv 3 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT OTHER 2 BOARD OF HEALTH 0V WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT V!LL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPIROVLU IHI: VARIIJUUS SIAC&;OF WORK 15 NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRAN(lED FOR DY TELEPHONE OR WRITTEN CONSTRUCTION. I PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. IACH �~" 'rre NEyte•��enloe nmr x to loJ0L2QV J � I 77 LAI I-I �-�- ! � I-j F r I•i' t 4 I I I.. I . . ' IfI .. .. I I �. .. i J t 1 . .. , r I I i I I I I I f I 1 L - 7 I I • t -I - I I I I t IT 1 iptj 1114 , I v {1: 1�344. ------------------ i I ` �'z)$uR��` r ` , ' i 4 t-i ' _i , CE.eT/.G'/EO pLor i G I + _ I I.LoG.4Ti0�C/ _ 4o� r I - g7 / �G0 j�' :L D�;47 � �R/� r I - I I I , I Ol � �2EG/STE I m�Py�� ro�`ow TOWN OF BARNSTABLE BUILDING DEPARTMENT 2 ssaa�r TOWN OFFICE BUILDING rua �9' i6jq HYANNIS MASS. 02601 MEMO TO: Town Clerk FROM: Building Department DATE: An Occupancy Permit has been issued for the building authorized by BuildingPermit $ . ..... '... .L .........................J ....................... ................ ..................... _ . issuedto .............................. ..... ...... .. ......--�..... .... ....... Please release the performance bond. i _ •�, s Assessor's offioe (1st floor): y Q oFTNE�o Assessor's map 'and lot number ... .;7. . ......, a /......... Board of Health (3rd floor): Sewage Permit number 6 g .........................;..................• t 9ARESTABU, i Engineering Department (3rd floor): /� 'oo 1679• ♦� r� House number ................................ ...................... 'fie uar APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTABLE BUILDING INSPECTOR d N APPLICATION FOR PERMIT TO G� � 5l /'U �TYPE OF CONSTRUCTION ........ .....9./1.. .�.................C....�..6,..... Jk................................ ............................. ................... .....�.....19.a.� ► xTO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a DI � according to the following information: Location ........ (( t° t.Proposed Use ......... .A. 1.-O..i..�....1.!�.J................................................................ Zoning District ,g�,a......................................................Fire District .........�.....�MAJ,4.._1� _. ......................................... ..... ...... �'� 4 r��r� ��.PA 4A) //,,y �v/�w`ia� afo�. G�� T�.� �ro�-A Name of Owner- .'4l'.e... .. ..........�I..�..................................Address .7...................................1.........r ......!..... Name of Builder ..1 ,?I!'�.�......... ..:..../..� 2. .P.� /........Address ...�.l. �.....P?�`, /� /Y�!q-l.� /�o n: 0 Nameof Architect ........../.......................................................Address ..................................................................................... Number of Rooms .........1�.....................................................Foundation p.U�°�E .................................................................... Exterior Cie Jme....c4rho,4ed &uk ��t.!�.g1fX.............Roofing ...���AA,1t fAr � ��P .f' .. .. .................. . . .................................... Floors ...........W,hq(........................................Interior ..J..Xecr/GOC Heating i.'2..eC�t fC....:/ Igk /J.�' .......`..............Plumbing ...144- %.�............................................................... Fireplace '65........................................................................Approximate Cost ......(.J"..e j............. Definitive Plan Approved by Planning Board -e�01-44---__'________-1 9_ Q_ . Area Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH r<. _-4 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to,all the, Rules and Regulations of the Town of Barnstable regarding the above construction. rName . -:.:............ ................................... Construction Supervisor's License 0. �`�� s �. ... ............................... COLEMAN, CHARLES & KARYN A=270-219 No 30947 . Permit for ....One Story Single Family..Dwelling Location ...Lot 2 6, l Wagon Lane .......................Hyannis Owner ...Charles ..&..Karyn Coleman Type of Construction ........Frame . ........................ ............................................................................... Plot ............................ Lot ................................ Permit Granted .....July.. 2....................19 87 `4 Date of Inspection ....................................19 Date Completed ......................................19 r Town of Barnstable Ft"eTo�,ti� Regulatory Services TOWN OF.BAR"' `fIs°��� Thomas F.Geiler,Director R nPy 10 ' , 3 2 Xkss 16 39. a $ Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 _ www.town.barnstable.ma.usSrr —� Office: 508-862-4038 Fax: 508-790-6230 PERMIT# 6)Q Q3 FEE: $ SHED REGISTRATION 120 square feet or less 1 . L"100 CZ O Location of she address) ViVage Property owner's name Telephone number CQ 70 /2- Size of Shed Map/Parcel# lao 6 Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature is required) Sign off hours for.Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. .THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:042506 f tuber u{ �0909 17 File f UNREGISTERED LAND y AUorn : JOHN A. BERETTA,ESQ. 1 D ed Bo k 22741 pQ a 324 Lender. TAYLOR,BEAN&WHITAKER Plan Book, 287 pa 129 L 26 HOMECOMINGS FINANCIAL,LLC REGISTERED LAND Res.Book: Sheet Lots 9/10/2008 TtiTitle Assessor's 9= 270 Lol 219 Census MORTGAGE INSPECTION PLAN Scale: V=40' _ A� I WAGON LANE, BARNSTABLE, MA lR � ro J �l C3 vK c" 42.9,5 WA G pN LANE 6 CERTIFICATION 1 CERTIFY TO THE ABOVE ATTORNEY,BANK,AND THEIR TITLE INSURANCE COMPANY THAT THE MAIN BUILDING,FOUNDATION OR DWELLING WAS IN COMPLIANCE WITH THE LOCAL ZONING BYLAWS IN EFFECT',WHEN CONSTRUCTED(WITH RESPECT TO STRUCTURAL SETBACK REQUIREMENTS ONLY)OR IS EXEMPT FROM VIOLATION ENFORCEMENT ACTION UNDER MASS.GENERAL LAW TITLE Vll,CHAPTER 40A,SECTION 7. FLOOD DETERMINATION BY SCALE,THE DWELLING SHOWN HERE DOES NOT FALL WITHIN A SPECIAL FLOOD HAZARD ZONE AS DELINEATED ON A MAP OF COMMUNITY# 2500010005C AS ZONE C DATED 8-19-85 BY THE NATIONAL FLOOD INSURANCE PROGRAM. a� �a 1 _ ORDER FORM MIS-�sToR sH Usiv TOLL FREE 8f6.61f.2687 f' I� FAX 603.868.3883 1 Permits are the responsibiliry of the eustomer.Plea`sa contact your local[own office prior to purchasing/ordering your shed to determine town/coun'ry restrictions if as y. _ / r I 2.If any of the SITE REQUIREMENTS(identified in the brochure)are not met,your r.. ( vl �� DATE 41_>7�1 shed may not be built and a fee of$150.00 will be charged for our crews to return *NAME: ✓ �' f c / / 3 's,i f L:V STORE LOCATION / - and construct your shed once conditions are met.If this occurs,delivery of your shed materials must be accepted and placed on your property in a location accessible to the *DELIVERY ADDRESS:_ �ll)eltiGr`'ti' ,l /�� � �' SALESPERSON QUOTE VALID THROUGH final shed site to avoid a$300re-delivery fee.It is the customer's responsibility tocover C) ;N r the materials with a non-transparent,waterproof material to prevent any unnecessary ' 'r *STATE: *ZIP: (' e a.1!l�l 1-lt �'1 L9± �YL A.r b :�v. a C_}�` ��) >; weathering and/or discoloration.All fees are assessed by Sheds USA at time of *CITY: I'f !0'1//'v'. .i > o f NOTES: 1, ):�J t`sa C I r . - 1 notification.Additional information canbe obtained at www.millstores.com MAILING ADDRESS(IF DIFFERENT): 3.Site needs to be level within IT'from corner to corner. 4.Site needs at least 3'clearance around perimeter of shed site. CITY: STATE: ZIP." { 5.A$50 minimum fee maybe assessed if there is no clear access to site ` from truck parking area or if site is further than 150'from parking area. *HOME PHONE: ( J C'(r) �}E>1 7 `, t" � ���� I�pa ��yge Shed Please contact our office if this applies to your sde. 8666162687 Ya �1 Site information(please check if this applies)O DIFFICULT CARRY CELL: (- ) 6.All dimensions are approximate.Exact measurements for door and window _ - ROOF% placement will not be honored. ^� VINYL I CEDAR SIZE SMART PINE CEDAR VINYL Shin le Color: 7.If preparing our own foundationffootings(sono-tubes),please call Sheds US4 *WORK/DAYTIME PHONE: ( 1 szelwxu k I _ SIDING g p p gy _ SHINGLE 8'x8' __ $1,745 __ $2,049 $3,034 Roof Brown att-866-616-Z687ar visit our web site atwww.millstores.com for exact outside ' FAX: ( ) 8' 10' $1,952 $2311 $3,315 j Shingle Color: 4'x8' _ $987 $1,2361$1,374 $1,568 floor dimensions and suggested layout diagram. Black Please check if thefollowin ❑SOND-TUBES ❑SLAB [112' $2,266 2,669 $3,960 Brown 4'x10' $1,289__$1,446 $1,596 $1,798 9 9. *EMAIL: 4'x12' $1,496 $1,633 $1,799 $1,999 White/Gray 8.All products are custom manufactured to the order received and are not returnable: B x14' $2,576 a $ , 76 $4,290 Y *REQUIRED - Black - r' You may cancel prior to your installation date,however:any product already in 10'x10, $2,334 $2,769 $4,171 VINYL COLORS: j production will incur a 20%cancellation fee. 10'x12' $2,779 $3,179 $4,500 White/Gray WHITE LIGHT GRAY DARK GRAY CREAMY YELLOW TAN CLAY CIRCLE THE SIZE, FEATURES AND OPTIONS OFYOUR BUILDING,_ O 9 Delivery times will fluctuate based on seasonal volume.weather candrions f 10'x14' $3, 83 _$3,739 $5,036 and other uncontrollable events.We ask our customers to be understanding if an �yp g� ®� i 10'xt6' $3,452 $4,046 $5,587 Choose Your Options unforeseen event affects their delivery/installation date. TheGreenhouse B The Sc® e'e n h o u se VINYL COLORS: 10 All products come unfinished and require painting(excludes vinyl sheds). D WHITE LIGHT GRAY DARK GRAY CREAMY YELLOW TAN CLAY ❑ Ultimate Floor System - - 1: I • e, ; .. ,ii . , 2 x 6'pressure treated floor joists Roof Roof `` . $159 Please call Sheds USA so we can help you avoid additional charges. Shingle Color: ij Shin le Color: Choose Your Options Pre su center spacing srzelwxu PINE CEDAR 9 srzElw.0 PINE CEDAR j 9 r f t •Pressure treated plywood floor Visitwww.millstorelcom for additional information. Brown Brown ❑ Pressure Treated Floor Joists.(all sizes)...............$.53 sq.ft. j, 8'x 8' $1,726 $2,139 / 10'x 12- $3,434 $3,843 I- -------- � �Ultimate Floor System t. r I 8'x 12' $2,276_'' $2,773 Black:/ 10'x 16' $3,996 $4.628 Black •2"x 6"pressure treated floor joists !$y t 8'x tfi' $2,698 $3,397 i 12'x 16' $4,551 $5,D89 •12"on center spacing 1 S9 ' ❑ Gable Vents(Pair) :........................................................$34.00 \ [ " White/Gray White/Gray g $49.00 CUSTOMER SIGNATURE •Pressure treated plywood floor ❑ Shelf(1 x 12 x 7'long) ❑ Ram 4 Lon ..... ....... .....................$69.00 Choose Your Options ❑ Pressure Treated Floor Joists(all sizes)'...........$.53 sq.ft. P 9 - Choose Your Options M71111:1119VIII ❑ Upgrade to Functional Window(vinyl sheds only) .. .$79.00 ❑ FINANCED ORDER MEMEM iExchange Standard 40"Wide Double Door Wood Vinyl ❑ Window Screen(each) ......... ............................$24.00 ❑ Anchor Kit..:........ ... . . ......................$149.00 ❑ Ultimate Floor System `�54"Wide Double Door... .'. .. ...... ...$69.00..��$99.00 '� SHED COST(w/oPTIONS)' ❑ Ultimate Floor System •2"x 6"pressure treatedfloor joists ❑ 66'Wide Double Door .E1 Architectural Shingles............................................$1.15 sq.ft. 1 •2"x 6"pressure treated floor joists 1S9 •12"on center s acin'_ 449 00. $449.00 $ y p 9 159 ❑ 66"Wide Easy Glide Roll-up Overhead Door ...$449.00...$449.00 MISC •12"on center spacing •Pressure treated plyuvood floor Additional Door. y��, �� •Pressure treated plywood floor ❑ 26"Wide single door $99.00..$149.00 ,,of C 1 4� t SUBTOTAL ❑ Pressure Treated Floor Joists(all sizes).........$.53 sq.ft. 9 �) 1 ,r - \ I I(,J Shingle Color. ❑ Pressure Treated floor Joists(all sizes)..........$.53 sq.ft. ❑ 54"Wide double door .........$149.00....$199.00 7SMA�RT TAX i' f' I Brown❑ Gable Vents(pair)............................ . .............$34.00 srzElw.o SIDING ❑ Window Screen(each)....:......................... ❑ Window Screen(each) .................................$24.00 ............$24.00 Black P Acrylic ❑ Gable Vents(pair).., $34.00 8'x 8' $999 i 1 r TOTAL(1n//TAx 1 ❑ Ramp 4'Long...................:..............................................$69.00 , p - 9 6 - ----- --� White/Gray ) \, ❑ Impact Resistant Ac lic Window Inserts .$599.00 9 `Heavy duty ..$119.00 Y d� 10'x 12'...... .............. $699.00 ❑ Shelf(1"x12 Long 7 10691 0 6 Hea du $49.00POSIT(OF SUBTOTAL) ❑ Shelf(1"x 12'x T long).............................................$49.00 Choose Your Options 10'x16'&12 x16.............. ........................... ''; ❑ Functional 4-Light Sash Window............. .. .:....$79.00 ❑ Storage Loft 4'dee { $88.00 f i' ' o ❑ Architectural Shingles ................................ $1.15 sq.ft. 9 P ........... ............- 8.5/o DEPOSIT(OF SUBTOTAL) ❑ Architectural Shingles................. ........:.:.....$1 A 5 sq.ft ❑ Work Bench(2'deep x T 5'long)..............:............... $84.00 ❑ Ultimate Floor System MAX SHED ONLY I l` ❑ Additional Window with Screen............. ..$99.00 •2"x 6"pressure treated floor joists Customize the placement of your door and optional window(s). Customize the placement of your windows and doors. ❑ Architectural Shingles.........i..........................$1.15 sq.ft. •12"on center spacing $�SJ DELIVERY CHARGE/MISC. •Pressure treated plywood floor ^ dd� E D c 11 10 9 e Customize the placement of your windows and doors. ❑ Pressure Treated Floor Joists(all sizes).................$.53 sq,ft. 2!ANCE DUE C p Please note:Door 12 '\ Back(length) v. s a i rz LEFT A _ BRIGHT placement is available `, ;� �� Back,,ane ❑ Professional Installation(with 2 ear warran Sheds USA will contact ou to secure pa ment /width) Iwidth) on gable end walls only LEFT 13 aRIGHTns 10tYl . $99 YYGable end walls can nor Iwidrh) \ Iwtdrh/ LEFT 11 k,;, RIGHT riorto rovidin a Deliver /I tallaf n dateai ❑ 54"Door Upgrade...... $69P P 9 Y} d7l,t i` accommodate both aFront hengih) width) Iwidth/ ❑ Q'Ram $69 door and window. 14 s to i' Bronr ❑ Up radeto Lifetime Warranty......... .. .... .........$99 Optional Windows)(A-E) 1 2 3 4 g STORE MS Specialty Shed Order Form 2009 -Door(A or e) tifiI ❑ Architectural Shingles .. .... .............. .........$1.15 sq.ft. CUSTOMER ( TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map A70 Parcel ,7/7 �pplication # Health Division Date Issued /0-Z0-14 Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address / Gla4,�n/lark Village_,�uovwis Owner Address/444on Ave Telephone 4W-,304- ",0 Permit Request ,d sT;0LL .50L4X L''W&M-le, 7.9MR.5 oN Rbo!'OFEX/.S7',mc.yDus'r ±m� AR- lex .as tOIC/PIED 4 PY' T Xe zw k-eo -crz rw W,71,V hO'M£'C�VM4 .SY.S'Tgtiw- / Square feet 1 st floor: existing proposed -- 2nd floor: existing — proposed — Total new Zoning District NS Flood Plain Groundwater Overlay Project Valuation Construction Type A c /oh Lot Size Grandfathered: ❑Yes Na N10 If yes, attach supporting documentation: Dwelling Type: Single Family ' Two Family ❑ Multi-Family (# units) —' Age of Existing Structure 97 WE Historic House: ❑Yes XNo On Old King's-fF-Iighway: 3 Yes�No '. Basement Type: ❑ Full 0-6r -tJ Walkout ❑ Other ~ "" Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft)! a Number of Baths: Full: existing new Half: existing new; rya >�- Number of Bedrooms: existing - new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: -5 M --O Oil ❑ Electric ❑ Other Central Air: aY@Vlq aTlo Fireplaces: Existing—AZ&4Nu% Existing wood/coal stove: =-Mu No Detached garage: ❑ exissingVd new size_Pool: ❑ existirfig44 new size _ Barn: ❑ exis /J]now size_ Attached garage: ❑exis • Lmew size _Shed: ❑ exfstira' A new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes �WNo If yes, site plan review# Current Use ee" l Proposed Use No c�e_ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name C'r.4a 4-2/x , ,lywe, Telephone Number Address ,/�O (/moo'-ab 9.44k Dr W2R410 License # C5107663 e,.,brok� AYA 0,7359 Home Improvement Contractor# /48.47Z Worker's Compensation ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO a c1u T-,Aee Atp SIGNATURE � � DATE FOR OFFICIAL USE ONLY a APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: - FRAME R INSULATION s a 1 FIREPLACE ELECTRICAL: ROUGH FINAL ?' PLUMBING: ROUGH FINAL p GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations. I Congress Street,Suite 100 Boston,MA 02114-2017 www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly SolarCity Corporation ' Name(Business/Organization/Individual): Address:3055 Clearview Way City/State/Zip San Mateo,.CA 94402 Phone#:888-765-2489 1 Are you an employer?Check the appropriate box: Type of project(required): 1.Q I am a employer with 7000 14. � I am a general contractor and 1 have hired the sub-contractors 6. ❑New construction employees (full and/or part-time).. 1 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. L]Remodeling ship and have no employees These sub-contractors have g• Demolition workingfor me in an capacity. employees and have workers.' Y P tY x 9 0 Building addition. [No workers' comp.insurance comp..insurance. required] 5. We are a corporation and its 10:E Electrical repairs or.additions 3.❑ 1 am a homeowner doing all work officers have exercised their, I LE]Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL • 12.0 Roof repairs insurance required]t c. 152,§1(4),and we have no 13. Other® Solar Panels employees. [No workers' 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 cheek 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-cwntractors have employees,they must provide.their-workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name:Liberty Mutual Insurance Company Policy#or Self-ins. Lic. #:WA7-66D-066265-024 Expiration Date:09/01/2015 Job Site Address: 1 Wagon Lane City/State/Zip:Barnstahle, MA 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 ofMGL 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. Ido hereby certify under the pains and penalties ofperjury that the information provided above is true and correct Sienature � -- —' �� ?M��L Date: 10/14/2014 Phone#: 7818167489 ` Official use only. Do not write in this area,to be completed by city or town offkial. City or Town: PermitUcense# 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#: I r— A6� CERTIFICATE OF LIABILITY INSURANCE _ D08012 LDD/YYYY) OB129/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS ! CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSI.IRER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. 1 IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed: If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH RISK&INSURANCE SERVICES NAME` PNONE 345 CALIFORNIA STREET,SUITE 1300 Era FAX No): i CALIFORNIA LICENSE NO.0437153 - L SAN FRANCISCO,CA 94104 - ADDRESS: INSURER(S)AFFORDING COVERAGE.._...._._-_....__ .-- __.NAICA_ 998301-STNDGAWUE-14-15 INSURER A:Liberty Mutual Fire Insurance Company 16586 INSURED Ph(650)9635100 INSURER B:Lbo Insurance Corporation 42404 Solar0tyCorporation INSURERC:N/A NIA 3055 San Cleaarrvlie ay INSURER D: INSURER E .INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-W24402&02 REVISION NUMBER:4 I THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT_WITH RESPECT TO WHICH THIS 1 CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, 1 EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD L SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE mnro POLICY NUMBER MMfDDrfYM, IPAMFDDNYM � A GENERAL LIABILITY T82-161-016 014 09/01/2014 09/01015 EACH OCCURRENCE $ 1,000,000 DAMAGE To X COMMERCIAL GENERAL LIABILITY PREMISES Ea ocamence $ 1�'� CLAIMS-MADE X❑OCCUR MED EXP(Arty one person) $ 10,000 PERSONALS ADV INJURY $ --1'000,000 GENERAL AGGREGATE $ 2,000,000 GEN L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 20,000 X POLICY X PRO LOC Deductible $ 25,WO A AUTOMOBILE LIABILITY AS2-661-M6"0 09101/2014 09I01015 OMB.INED SINGLE LIMIT 1 ,000,000 X ANYAUTO BODILY INJURY(Per Person) $ ALL OWNED SCHEDULED BODILYINJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ X HIREDAUTOS X AUTOS Pe Xr acciden1t Phys.Damage COMPICOLL DED: $ $1,000/$1,000 I UMBRELLA e LAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WA7-06D066265-02 0910112014 09101/2015 X WC STATU- oTH- AND EMPLOYERS'LIABILITYLIMITS B ANY PROPRIETORIPARTNERIEXECLrrIVE YIN iWC7-661-066265"(WI) 09/01/2014 09)01/2015 EL EACH ACCIDENT $ 11000,000 B OFFICERIMEMBER EXCLUDED? El NIA I'WC DEDUCTIBLE:$350,00(Y 1,0W 000 (Mandatory In NH) EL DISEASE-EA EMPLOYE $ n yes,describe rmder 1,000,000 DESCRIPTION OF OPERATIONS below EL.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Atfach ACORD 101,Additlonal Remarke Sdtedul%N alone space Is required) Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SolarCity Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 CWMew Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. i AUTHORIZED REPRESENTATIVE of Marsh Risk&insurance Services Charles Marmolejo 1 ©1888-2010 ACORD CORPORATION. All rights reserved. ACORD 2S(201010'S) The ACORD name and logo are registered marks of ACORD Il r r�r, i�r/�rC7ZlLlc�fll� Office of Consumer Affairs and Business Regulation 10 Park Plaza Suite 5170 Boston, Massachusetts 02116 Home Improvement,Contractor Registration Registration: 168572 . . Type: Supplement Card SOLARCITY CORPORATION Expiration: 302015 C. CRAIG ELLS It — _T- 24 ST. MARTIN STREET BLD 2 UNIT 11 : g --- -- -- MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. SCA! 0 2WA-05°1i (] Address ❑ Renewal n Employment EI Lost Card µ"me Office of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: t?. , . Office of Consumer Affairs and Business Regulation Registration: 168572 Type; 10 Park Plaza-Suite 5170 ! Expiration: 3/8/2015 Supplement f:ard Boston,MA 02116 SOLARCITY CORPORATION CRAIG ELLS 24 ST MARTIN STREET BLO 2UNl i5AhLBOR6UGH,MA 01752 Undersecretary Not v lid without signature !Massachusetts .06pa'r-iment of PubtEc'S.jfety Board of Bullding,Reg ulat+ons and'Staltd.�rd' f l,ntrr°rENrFu litlatya�trtr t+center CS407663 CRAIG ELLS 206 BAKER STREET" Z. Keene AYH 03431 ,' v-.•`.•�.�J '" ,mac..} U.11loft , CrtrYiE:ril+slt�tlt 08129/2017, t y Office of Consumer Affairs-and Business Regulation 10 Park Plaza = Suite 5170 Boston, Massachusetts 02116 Home Improvement.Contractor Registration Registration:: 168572 Type: Supplement Card �t Expiration: 3/8/2015 SOLARCITY CORPORATION - NILE MILLER 24 ST. MARTIN STREET BLD 2 UNIT'11. MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. scar 20� �� Address Renewal ❑ Employment L_I Lost Card ��� Tpni�uyiegrulea�f�r��f�rr,;srzc�res�/l' ` fftce of Consumer Affairs&Business Regulation VtWB/20116i g License or registration valid for individul use only EMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 168572 TYPe• 10 Park Plaza-Suite 5170 Supplement 1'ard Boston,MA 02116- SOLARCITY CORPORATION.: NILE MILLER 24 ST MARTIN STREET BLD 2UNI IU'RLBOROUGH,MA 01752 Undersecretary Not valid without signature L Ii DocuSignEnveloFe ID:089272D7-8AF6-4D3D-B916-86A5FBA01890 -\N% 1,; olarClty.. - Power Purchase.Agreement Here are the key terms of your SolarCity Power Purchase Agreement •a Date: 9/17/2014 I I O 15-11111 670s . O years'` T T • , �, r ,, ate'=s � 4x; System installation cost " EI ctricity.rate"per`kWhI . ` Agreement term t. Our Promises to You , x.. . • We insure,maintain,and repair the System(including the Inverter)at no additioA•nal cost to you;as specified in the agreement. • We provide 24f7 web-enabled monitoring at no additional cost to you,as specified in the agreement. • We warranty your roof against leaks and restore your roof at the end of.ttie agr ementt,,as specified in the ag eementi • The rate you pay for electricity,exclusive of taxes,will remain fixed for the term of the agreement. • Thepricing in this.,PPA is valid for 30'6a s after.9/17/2014 . ` • We are confident that we deliver excellent value and'customer service.As a result, you are free to cancel anytime at J. no charge prior to construction on your,,home t Estimated First Year Production f 4,819 kWh Amount due at contract signing: $0 Estimated prepayment due when.installation begins: ,� w $0 00x, Estimated prepayrrentduefollowing bullding`inspection. - �� { $0.00 �:- Customer's Name & Service Address ` Exactly as it appears on the utility bill Customer Name and Address Customer Name Installation Location Richard Labadini 1 Wagon Ln 1 Wagon Ln Barnstable, MA 02601 Barnstable, MA 02601 Options for System purchase and transfer: Options at the end of the 20 year term: • If you move,you may transfer this agreement to the purchaser of your • SolarCity will remove the System at no cost to you. Home,as specified in the agreement. • You can upgrade to a new System with the latest solar • At certain times,as specified in the agreement,you may purchase the technology under a new contract. System. • You may purchase the System from SolarCity for its fair • These options apply during the 20 year term of our agreement and not market value as specified in the agreement. beyond that term. You may renew this agreement for up to ten(10)years in two(2)five(5)year increments. 3055 CLEARVIEW WAY, SAN MATEO, CA 94402 888.SOL.CITY 1 888.765.2489 ( SOLARCITY.COM MA HIC 168572/MA Lic.MR-1136 Document Generated on 9/17/2014 276565 QocuSign Envelope ID:089272D7-8AF6-4D3D-B916-86A5FBA01890 a - 22.NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in their YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR TO entirety and I acknowledge that I have received a complete copy of this MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE Power Purchase Agreement. YOU SIGN THIS CONTRACT. SEE EXHIBIT 1,THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN Customer's Name:Richard Labadini EXPLANATION OF THIS RIGHT. Dooc„Signed by:r-19&Arj—JA�a4lA� 23.ADDITIONAL RIGHTS TO CANCEL. Signature: �J IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS PPA UNDER SECTION 22,YOU MAY ALSO CANCEL Date: 9/17/2014 THIS PPA AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 24.Pricing The pricing in this PPA is valid for 30 days after 9/17/2014. If you Customer's Name: don't sign this PPA and return it to us on or prior to 30 days after 9/17/2014,SolarCity reserves the right to reject this PPA unless Signature: you agree to our then current pricing. Date: =; SolarCity. Power Purchase Agreement SOLARCITY APPROVED Signature: LYNDON RIVE, CEO (PPA) Polder Purchase.Agreement _.� "SotarMy Date: 9/17/2014 Solar Power Purchase Agreement version 8.1.0 276565 pp fix , OWNER AUTHORIZATION Job ID: IR-OP(o Sd8 -0d Location: S I as Owner of the subject property hereby authorize SolarCity Corp—EX 168572/ MA Lic 1136 MR to act on my k behalf, in all matters relative to work authorized by this building permit application and signed contract. . � Date: S'. a weer: 4;' fi - .. pit, ys.{ � OK`d a M� Version#39.1 ..0¢. SOIarcit _ 3055 Clearview Way,San Mateo, CA 94402 ;�" (888)-SOL-CITY (765-2489) 1 www.solarcity_com `Auc:IREW D. s WHITE 01 September 25,2014 STriyal'URr1L No.473-19 Project/Job#026508 RE: CERTIFICATION LETTER z" 61S'I`E �� . ALAI Project: Labadini Residence 1 Wagon Ln Barnstable, MA 02601 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes= MA Res. Code,8th Edition,ASCE 7-05,and 2005 NDS - Risk Category = II -Wind Speed = 110 mph,Exposure Category C -Ground Snow Load = 30 psf - -MPl: Roof DL= 8 psf,Roof LL/SL= 23.1 psf(Non-PV Areas),Roof LL/SL= 15.6 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss =0.18757 < 0.46 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, Andrew White,P.E. Digitally signed by Andrew Structural Engineer White Main: 888.765.2489,x2377 Date:2014.'09.25 13:07:09-04'00' email: awhite@solarcity.com 3055 Clearview Way San.Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com l AZ ROC 243771,CA 4;MZ 888104,CO E68041,CT HC 0632778,.DO HIC 711014K DC HIS 7H01488,Ht CT,29770,MA HIC 188572,MD MHIC 128948,NJ 13YF100180800, Y OR OW 190x08,PA 0•P73.:3,T`R TDLR 27nO6,1IA GCG Sd.ARC'410W,O 2013 SdarCaty.AM ripMa mser*d - 09.25.2014 SleekMountT'" PV System Version#39.1 '��'-.SolarCit ' ►� y Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Labadini Residence AHJ: Barnstable Job Number: 026508 Building Code: MA Res. Code, 8th Edition Customer Name: Labadini, Richard Based On: IRC 2009/ IBC 2009 Address: 1 Wagon Ln ASCE Code: ASCE 7-05 City/State: Barnstable, MA Risk Category: II Zip Code 02601 Upgrades Req'd? No Latitude/ Longitude: 41.656520 -70.307972 Stamp Req'd?'', Yes SC Office: South Shore PV Designer: Justin Martin Calculations: Brad Taylor EOR: Andrew White P.E. Certification Letter 1 Project Information, Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.18757 < 0.4g and Seismic Design Category(SDQ = B < D 1 2-MILE VICINITY MAP • • Dunns Pond MassGIS, Commonwealth of Massachustfs EOEA, USDA Farm Service Agency 1 Wagon Ln, Barnstable, MA 02601 Latitude: 41.65652, Longitude: -70.307972, Exposure Category: C LOAD ITEMIZATION - MP1 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembl Weight s .- xT0.5 psf` x n, PV System Weight s 3.0 Psf Roof Dead Load Material Load Roof Category Description MP1 Roofin9�TYp_e - <. p . ,. . uComp Roof CT Layers) 2.5 psf Re-Roof to 1 Layer of Comp? No -- Underlay_ment Roofing Paper 0_5 psf _ .. ,- . Plywood Sheathing Yes 1.5 psf Board Sheat g K " None __ Y p Rafter Size and Spacing 2 x 8 @ 16 in. O.C. 2.3 psf Vaulted Ceiling ,Nor,-* a Miscellaneous Miscellaneous Items 1 1.2 psf Total Roof Dead Load 8 Psf MPl 8.0 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load L° 20.0 psf Table 4-1 Member_Tributay,Area s - At• ,.. 1< 200 sf " " 77 Roof Slope 7/12 Tributary Area Reduction a Ri� h u , g 1 �._ - W = Section-4.9 Sloped Roof Reduction Rz 0.85 Section 4.9 Reduced Roof Live Load r .z x Lr .. _:4= t o(Ri)(Rz) m "u m , , = E nation 4-2. Reduced Roof Live Load Lr 17 psf MP1 17.0 osf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load py 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? . ' =Yes 3 Effective Roof Slope 300 Horiz,Distance from Eve;to-Ridge & � .W Snow Importance Factor IS 1.0 Table 1.5-2 taPartially.Exposed . Snow Exposure Factor 1.0'�z m ,, xTable 7`2 Snow Thermal Factor Structures kept just above freezing � 1.1 Table 7-3- � Minimum Flat Roof_snow Load(w(w M Rain-on-Snow Surchar a /� pf-'"'" 4 23 1 psf 7.3.4&7.10' - _ 9_) , Flat Roof Snow Load Pf pf= 0.7(Ce)(CJ (I) pg; pf>_ pf-min p Eq: 7.3-1 23.1 psf 77% ASCE Design Sloped Roof Snow Load Over Surroundinq Roof Surface Condition of Surrounding CS-roof All Other Surfaces Figure 7-2 Roof 1.0 Design Roof Snow Load Over Pe-roof= (Cs-roof)Pf ASCE Eq: 7.4-1 SurroundingRoof Ps-roof 23.1 psf 77% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS-PV Unobstructed Slippery Surfaces Figure 7-2 Design Snow Load Over PV PS_ „_ (CS_p„)Pf ASCE Eq:7.4-1 Modules PS-P� 15.5 Psf 52% COMPANY PROJECT Wood.Works. Sep. 25, 2014 08:54 MP1.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location (ft] Magnitude EUnittern Start End Start EndDL Dead Full Area No 8:00 (16.0) *PV LOAD Dead Partial Area No 3.75 12.25 3.00 (16.0) *SNOW LOAD Snow Full Area Yes 23.10 (16.0) * *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 15'-10.9„ 0' 0'-8" 13'-2" Unfactored: Dead 102 103 Snow 213 201 Factored: Total 315 304 Bearing: F'theta 516 516 Capacity Joist 2999 2708 Supports 2789 - Anal/Des Joist 0.11 0.11 Support. 0.11 - Load comb #2 #4 Length 3.50 3.50 Min req'd 0.50* 0.50* Cb 1.11 1.00 Cb min 1.75 1.00 Cb support 1.25 - Fcp sup 425 - *Minimum bearing length setting used: 1/2"for end supports Bearing for.wall supports is perpendicular-to-grain bearing on top plate. No stud design included. MP1 Lumber-soft, S-P-F, No.1/No.2, 2x8 (1-1/2"x7-1/4") Supports: 1 -Lumber Stud Wall, S-P-F Stud; 2-Hanger; Roof joist spaced at 16.0"c/c; Total length: 15'-10.9'; Pitch: 7/12; Lateral support: top=full, bottom=.at supports; Repetitive factor: applied where permitted (refer to online help); P aWoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP1.wwb WoodWorks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection(in) using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 32 Fv' = 155 fv/Fv' = 0.21 Bending(+) fb = 838 Fb' = 1389 fb/Fb' = 0.60 Bending(-) fb = 9 Fb' = 668 fb/Fb' = 0.01 Live Defl'n 0.34 = L/512 0.96 = L/180 0.35 Total Defl'n 0.52 = L/335 1.45 = L/120 . 0.36 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' . 135 1.15 1.00 1.00 - - - - 1:00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - 4 Fb' - 875 1.15 1.00 1.00 �0.481 1.200 1.00 1.15 • 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - 1.00 1.00 - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 4 Emin' 0.51 million 1.00 1.00 - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear LC #2 = D+S,• V 252, V design = 232 lbs Bending(+) : LC #4 = D+S (pattern: sS) , M = 918 lbs-ft Bending(-) : LC #2 = D+S, M 10 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC.'s are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 67e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3 .10.3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4A.1. 5. SLOPED BEAMS`. level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. [C_ALCULATION OU-D.ESIGN WIND LOADS�MP1 Mounting Plane Information Roofing Material Comp Roof PV,System Type SolarCity SI ekMountIm" *` 7; Spanning Vents No Standoff, Attachment Hardware Com Mount T e C,' my 'w Roof Slope 300 Raft re S acin g 16"O.C. E - P- -g - - - - -- Framing Type Direction Y-Y Rafters Purlm,Sp_ecing, _ X-X Purlins Only , __NA. . Tile Reveal Tile Roofs Only NA Tile Attachment System- -_' Nile Roof O Y: 9 P NAB . . F _ Istanding Seam spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method' ri' 4, a a. 's _1 ( 4 ' Partially/Fully:Enclosed Method Basic,Wind Speed V 110 mph Fig.6-1 Ex_osure e Cat Section 6.5.6.3 p Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height s .x h- o 15 ft A Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 7 Topographic Factor }*, - Krt . r x 1.00 Section 6.5. _ - - Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor . w .. ...I .> TO Table 6-1 ' Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V12)(I)22.4 psf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down _ GC o 0.88 `s' Fig.6-11B/C/D-14A/B Design Wind Pressure p p =qh(GC) Equation 6-22 Wind Pressure U -21.3 psf Wind Pressure Down 19.6 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever_ - �,W(tca_e , .24„ `' g NA Standoff Configuration Landscape Staggered Max Standoff Tributa Area _ Trib it 17 sf.& _ ,__._-___,. . --___rY ____ _-. PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at_Standoff Tyactual: 339_Ibs _ _-. _. _. Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aciUy ' 'DCR 7 7 7& � `�' 67.8% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever- ;. Portrait ' 19" NA_ Standoff Configuration Portrait Staggered Max Standoff Tributary.Area a21ysf- PV Assembly Dead Load W-PV 3 psf NetWirxll Uplift at Standoff <. T-actual -424 I s - Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity =DCR 84.8% ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES 1 A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. 4 (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. 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). k. 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 POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. r . - S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL t UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT VOLTAGE AT MAX V cp VOLTAGE AT OPENPOWER CIIRCUIT VICINITY MAP INDEX W WAT.T 3R NEMA 3R, RAINTIGHT jjFV1 COVER SHEETV2 PROPERTY PLAN V3 SITE PLAN PV4 STRUCTURAL VIEWS : > LICENSE GENERAL NOTES PV5 UPLIFT CALCULATIONS rA:> � = PV6 THREE LINE DIAGRAM . GEN #168572 1• ALL WORK TO BE DONE TO THE 8TH EDITION Cutsheets Attached • } '+ 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 (Cambridge Electric Light) PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED AL— THE INFORMATION HEREIN JOB NUMBER JB-026508 00 LABADINI, RICHARD LABADINI RESIDENCE Justin Martin �c�`A CONTAINED SHALL NOT E USED FOR THE �j;;So�arC ty. NOR SHALL LL ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 5.355 KW PV ARRAY NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C WAGON LN PART To OTHERS OUTSIDE THE RECIPIENrs MODULES: BARNSTABLE MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE RESPECTIVE (21) CANADIAN SOLAR # CS6P-255PX 24 St Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN. FNI TER: ,1 j PAGE NAME SHEET: REV: DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. 6�7 304—`07H PV 1 9 25 2014 T: (650)638-1028 F: (650)638-1029 SOLAREDGE SE5000A—USOOOSNR2 : COVER SHEET / / (8N)—SOL-CITY(765-2489) www.solarcity.com PITCH: 30 ARRAY PITCH:30 MP1 AZIMUTH: 116 ARRAY AZIMUTH: 116 MATERIAL:Comp Shingle STORY: 2 Stohes �4,;1 OF M''1s� PITCH: 18 ARRAY PITCH:18 MP2 AZIMUTH: 180 ARRAY AZIMUTH: 180 c�5 ANOREW D. ya4 MATERIAL:Comp Shingle STORY: 2 Stories VVi-f1TEt STRUCTtli tRL ND s73 o a 1 o fVAk. o e (E)DRIVEWAY STAMPED & SIGNED FOR STRUCTURAL ONLY Digitally signed by Andrew White Date:2014.09.25 13:11:47-04'00' LEGEND (E) UTILITY METER & WARNING LABEL Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS © DC DISCONNECT & WARNING LABELS AC DISCONNECT & WARNING LABELS DC JUNCTION/COMBINER BOX & LABELS Front Of House a Q DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER p STANDOFF LOCATIONS A CONDUIT RUN ON EXTERIOR ——— CONDUIT RUN ON INTERIOR GATE/FENCE p B Q HEAT PRODUCING VENTS ARE RED AC M ��__' INTERIOR EQUIPMENT IS DASHED InvO © O L 'J SITE PLAN Scale: 3/32" = 1' 01, 10, 21' S PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: g-026508 OO Justin Martin SolarCity CONTAINED SHALL NOT BE USED FOR THE LABADINI RICHARD LABADINI RESIDENCE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: I�, m NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1 WAGON LN 5.355 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES. BARNSTABLE, MA 02601 24 St.Marten Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (21) CANADIAN SOLAR # CS6P-255PX PAGE NAME SHEET: REV: DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)630-1028 R (650)638-1029 PERMISSION of SOLARCITY INC. SOLAREDGE SE5000A—USOOOSNR2 (617) 304-4078 SITE PLAN PV 3 9/25/2014 (888)-SOL-CITY(765-2489) www.sdarcity.com f Z)` . /AP.DFiEVV D. • WTiil•E STrt(1t�'rtjFtAL C-, NO.47310 s IVAL STAMPED & SIGNED FOR STRUCTURAL ONLY PV MODULE 5/16 BOLT WITH LOCK INSTALLATION ORDER (E) 1x8 & FENDER WASHERS LOCATE RAFTER MARK HOLE 1 S1 ZEP LEVELING FOOT O LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. 4 2 SEAL PILOT HOLE WITH ( ) O POLYURETHANE SEALANT. ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE 4 PLACE MOUNT. uN 12'-6" ` (1) rj E ROOF DECKING (2) V (E) LBW 5 INSTALL LAG BOLT WITH. 5/16' DIA STAINLESS (5) SEALING WASHER. SIDE VIEW OF MP1 NTS STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES A C(6)[ INSTALL LEVELING FOOT WITH WITH SEALING WASHER (2-1/2" EMBED, MIN) BOLT & WASHERS. MPi X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED (E) RAFTER STANDOFF PORTRAIT 48" 17 „ RAFTER 2X8 @ 16"OC ROOF AZT 116 PITCH 30 STORIES: 2 S 1 Scale: 1 1/2" = 1' ARRAY AZT 116 PITCH 30 C.3. 2x8 @16"OC Comp Shingle CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE J B-0 2 6 5 0 8 0 0 ��\�A LABADINI RICHARD Justin Martin NOR SHALL OF ANYONE EXCEPT IN WHOLE INC., MOUNTING SYSTEM: LABADINI RESIDENCE .,,SDla�City NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1 WAGON LN 5.355 KW PV ARRAY l PART IZ OTHERS EXCEPT IN THE RECCONNECTION T BARNSTABLE, MA 02601 ORGANIZATION, ECCEPT IN CONNECTION WITH MODULES: THE SALE AND USE OF THE RESPECTIVE (21) CANADIAN SOLAR # CS6P-255PX 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. INVERTER: (650)638-1028 F: (650)638-1029 SOLAREDGE SE5000A—USOOOSNR2. (61�) 304-4O7S STRUCTURAL VIEWS PV 4 9/25/2014 (8e8)—soL—CITY(765-2469) www.SolaraNy.aom UPLIFT CALCULATIONS v SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. i J B-0 2 6 5 0 8 0 0 PREMIX OWNER: DESCRIPTION: DESGN CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: CONTAINED SHALL NOT BE USED FOR THE LABADINI, RICHARD LABADINI RESIDENCE Justin Martin SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: "� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1 WAGON LN 5.355 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES BARNSTABLE 24 St Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (21) CANADIAN SOLAR # CS6P-255PX STEEL REV; DATE; Marlborough,MA 01752 SOLARCITY EQUIPMENT, WTHOUT THE WRITTEN PAGE NAME T. (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. INVERTER. 61 7 304-4078 PV 5 9 25 2014 (888)—SOL—CITY(765-2489) www.solamity.corn SOLAREDGE SE5000A—USOOOSNR2 ) UPLIFT CALCULATIONS GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #6 GEC TO ONE (E) GROUND Panel Number:SO D Inv 1: DC Ungrounded INV 1 —(1)SOLAREDGE ##SE5000A-USOOOSNR LABEL: A —(21)CANADIAN SOLAR CS6P-255PX GEN #168572 ROD AND ONE (N) GROUND ROD AT Meter Number:n/a inverter; 5000W, 240V, 97.57.; w�Unifed Disco and ZB,RGM,AFCI PV Module; 255W#234.3W PTC, Black Frame, MC4, ZEP Enabled ELEC 1136 MR PANEL WITH IRREVERSIBLE CRIMP Overhead Service Entrance INV 2 Voc: 37.4 Vpmax: 30.2 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 150A MAIN SERVICE PANEL E; 150A/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER-HAMMER 150A/2P Disconnect 4 SOLAREDGE SE5000A—USOOOSNR2 (E) LOADS 13 SolarCity Li 2a0v - 2 - - /- -- 1 LZ A DC+ 30A/2P N 3 Dc- MP 1: 1x10 I -- GND -—-----------—----------------------- EGC/ DC+" DC+ - MP 1: 1X11 - I - -- ---� A I _ GEC I� DC- - - aC - I 6 GND __. EGC ------- ----- ,---= -.--EGC -- - -- - --- -- J N I .. EaCIGEC lI I - GEC r-T TO 120/240V I I SINGLE PHASE I I UTILITY SERVICE I I I I I I ' I I w r I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN VOC* = MAX VOC AT MIN TEMP Ol (1)SQUARE D Q9230 PV BACKFEED BREAKER B (1)Cl1JLER-HAMMER #DG221UR6 n A (1)SolarCity 4 STRING JUNCTION BOX D Breaker, A 2P, 2 Spaces, Plug-On Disconnect; 30A, 24OVac,Non—Fusible, NEMA 3R /�� 2x2 STR�GS, UNFUSED, GROUNDED -(1)Ground Rod; 5/8' x 8', Copper _(1)CULLER- AMMER #DG030N8 - Ground�leutral Kit; 30A, General Duty(DG) PV (21)SOLAREDGE 30D-2NA4AZS PowerBox Optimizer, 30OW, H4, DC to DC, ZEP nd (1)AWG#6, Solid Bare Copper -(1)Ground Rod; 5/8" x 8', Capper. (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE ®II'^'�L(1)AWG #10, THWN-2, Black 1 AWG#6, THWN-2, Black ` Voc* 500 VDC Isc =30 ADC (2)AWG #10, PV WIRE, Black Voc* -500 VDC Isc =15 ADC I^F (1)AWG #10, THWN-2, Red O (1)AWG#6, THWN-2, Red Vmp =350 VDC Imp=15.1 .ADC, O (1)AWG #6, Solid-Bare Copper EGC - Vmp =350 VDC Imp=7.19 ADC (1)AWG #10, THWN-2, White NEUTRAL Vmp =240VAC Imp=20.63AAC (i AWG T, THWN-2, Green EGC - 1)Conduit Kit;_3 4"EMT ). . . . . . . . (. . . . . . . .. . . . . . . . . . .. -(1)AWG#6,.TF(WN-2,.Green " . EGC/GEC.-(1)Conduit.Kit;.3/4".EMT._ • • :, . , • : O�(2)AWG#10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC (1)AWG y6, Solid Bare Copper EGC Vmp =350 VDC Imp=7.91 ADC CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: JB-026508 00 CONTAINED SHALL NOT BEE USED FOR THE LABADINI, RICHARD LABADINI RESIDENCE Justin Martin �' °SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ��„ o NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1 WAGON LN , 5.355 KW PV ARRAY PART IZ OTHTION.E EXCEPT IN ON RECECTIONN T BARNSTABLE, MA 02601 ' ORGANIZATION. ECCEPT IN CONNECTION WITH MODUUS: THE SALE AND USE OF THE RESPECTIVE (21) CANADIAN SOLAR # CS6P-255PX 24 St.Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN MVERIER: PAGE NAME SHEET: REV: DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. 61 7 304-4078 PV 6 9 25 2014 T: SOLD)sae(765- F: SsS w s3s-1D2s SOLAREDGE SE5000A—USOOOSNR2 ) THREE LINE DIAGRAM / / (888)-soL-CITY(765-2489) www.e�ar�ity.�am VdARNING:�PH010t�OL'TPIC POtNER SOURCE � ; '� �' ` ` �' ��,'�rJ °� ••� ELEC;T�RIC SHOCK HAS�RD"• •.� EL"ECTRIC SHOCK'HAZARD �� ••� DO NQT TOUCH TERPJIINAL �T E DC CONDUCTORS OF THIS • . �.e�, �a-xea�^ '�. � ,w ��� .•- • • TE,�PMINALS ON BOTH�LINE F\tVD �, FHOTOVOLTAIC�SYSTEM P,RE -�"" 3 * • LOAD SIDES MAY BE ENERGIZED•- UNGROUNDED AND PHOT, xUOLTAIC DC y IN THE OPEN POSITION MAY BE ENERGIZED,;. ,� rr DISCONNECTS r r - � € �� ��� ti -• . . yTn';..0 rr. j k3§§P" j � 1 N* fileqn, ,�, • • WAR .. P 5 i Jars ' `r'c w4 � ••- NING MAXIMUM,POWER- A ' INVERT ER OUTPUT •• , M POINT CURRENT`(Imp)_ •.- '° '� * s: MAXIMUM POWER- V .• DONOTRELOCFTE �,�, POINT VOLTAGE�(Vmp)_� `�� � ~�`•`-- � YSTE,,.,� � `�` THIS OVERCIJRRENT � �' f MAXIMUM SM g; + % Pm SHORT CIRCUIT � '��`� � uCURRENT�(Isc) A,�; war �z ����r�r,.rz� •a:�v�',, d �PHOTOVOL>TAIC,�POINTYOFc� k� •• '� `,a`�',`INTERCONNECTIc�ON��� �''� •- ••- eWARNING ELECTRICSSHOCK •• •. � V VAR�N I N G *� ' �HPZARD DO�NOTOUCH , ; , ••- TERMINALSTERMINALS ON ELECTRICALS O KgHbAZARD S;,: BOTH THE INE AND LO' AU SIDE DO NOT•;TOUGH TERMINALS MAY BE�ENERGIZEDTIIN;TH E OPEN" TERMINALS1ON'BOTH,LINEAND:. POSITION�FOR'SERVICE k LOAD SIDES MAY'BE�ENERGIZE De, DE=ENERGIZE B0TR'LS0URCE SIN THE''`OPEN POSITION ' AND MAIN BREAKER. DC,VOLTAGE is-, PV PO\NER SOURCE ++ 'ALWAYS' ES MAXIMUM AC 'h'SOLAR MODULES'%ARE '„ OPERATING CURRENT A EXPOS MAXIMUM AG OPERATING VOLTAGE V ELECTRIC SHOCK HAZARD •• e ••- IF°AYGROUNDJ�F.,AIJI 0,IS,INDICATED.:' PHOTO�V,OL^TAIC S,YESTEM • "NORMATLLYGROUNDED CIRCUIT IS BACKFED • • • ' CONDOCTORSRL �MAI .. UNGROUNDED ANDENERGIZED;`= '• - DUAL POWEKISOURCE"' ••_ SECOND SOURCE IS .• .. • • DISC®.NNE-CT s •• PHOTOVOLTA1-.SYSTEM. :• MAXIMUM AC� -• •"• tOPERATING CURRENT>� . ••- ' MAXIMUM AC V u •• , .OPERATING VOLTAGE x .� : nr ninum , nnnm uuuniuimunnuu•unmmninnunnn• • Label aiuuw:• w unnnunnnnuuuwrnnruuu I&I•I WO RM I klko r t7 i SolarCity SleekMountT"" - Comp SolarCity SleekMountTM - Comp The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed Installation Instructions is optimized to achieve superior strength and Zep CompatibleTM modules ,% aesthetics while minimizing roof disruption and l� * 0 Drill Pilot Hole of Proper Diameter for labor.The elimination of visible rail ends and •Interlock and grounding devices in system UL listed to UL 2703 % Fastener Size Per NDS Section 1.1.3.2 mounting clamps, combined with the addition / O Seal pilot hole with roofing sealant of array trim and a lower profile all contribute Interlock and Ground Zep ETL listed to UL 1703 ""Grounding and Bonding System 3 Insert Comp to a more visually appealing system.SleekMount as — - \ ® p Mount flashing under upper utilizes Zep CompatibleTM modules with •Ground Zep UL and ETL listed to UL 467 as _ layer of shingle ' strengthened frames that attach directly to grounding device ® Place Comp Mount centered Zep Solar standoffs,effectively eliminating the need for rail and reducing the number of •Painted galvanized waterproof flashing upon flashing standoffs required. In addition, composition .Anodized components for corrosion resistance ©5 Install lag pursuant to NDS Section 11.1.3 shingles are not required to be cut for this with sealing washer. system, allowing for minimal roof disturbance. •Applicable for vent spanning functions Secure Leveling Foot to the Comp Mount using machine Screw 7O Place module O Components O 5/16"Machine Screw e ©B Leveling Foot © Lag Screw ©D Comp Mount © Q Comp Mount Flashing D -�� �UMPP;�. UL LISTED January 2013 January 2013So�arCity® E eI�4g" esw, ®`� CS6P-235/240/245/250/255PX Neak�rto„ghFta`�ec �� CanadianSolar Electrical Data Black-framed STC CS6P-235P CS6P-240P CS6P-245P CS6P-250PXCS6P-255PX Temperature Characteristics - - - Nominal Maximum Power (Pmax) 235W 240W I 245W 25OW 255W Optimum Operating Voltage(Vmp) 29.8V 29.9V 30.OV 30.1v 30.2V Pmax -0.43%/•C NewEdge Optimum Operating Current(Imp) 7.90A 8.03A 8.17A 8.30A 8.43A Temperature Coefficient voc -0.34%rC Open Circuit Voltage(Voc) 36.9V 37.OV 37AV. 37.2V 37AV Isc om .rc Short Circuit Current(Isc) 8.46A 8.59A 8.74A 8.87A 9.00A Normal Operating Cell Temperature 45t2°C Black-framed • t Module Efficiency 14.61% 14.92% 15.23% 15.54% 15.85% Operating Temperature -40•C—+85•C Performance at Low Irradiance Maximum System voltage 1000V(IEC)/600V UL Industry leading performance at low irradiation Maximum Series Fuse Rating 15A environment,+95.5%module efficiency from an Application Classification ClassA irradiance of 1000w/m'to 200w/m' Power Tolerance 0—+SW (AM 1.5.25•C) Next Generation Solar Module Under Standard Test Conditions(STC)ofirradiance 0f1000W/m2,spectrum AM 1.5 and cell temperature of25C Engineering Drawings NewEdge,the next generation module designed for multiple NOCT_ CS6P-235PX CS6P-240P CS6P-245P CS6P-250PX CS6P-255PX types of mounting systems,offers customers the added - Nominal Maximum Power(Pmax) 170W 174W 178W 181W 185W - - value of minimal system costs,aesthetic seamless 27.2V 27.3V 27AV 27.5V 27.5V Y Optimum Operating Voltage(Vmp) appearance,auto groundingand theft resistance. - Optimum Operating Current(Imp) 6.27A 6.38A 6.49A 6.60A 6.71A - - - - Open Circuit Voltage(Voc) 33.9V 34.OV 34.1V 34.2V _ 34AV The black-framed CS6P-PX is a robust 60 cell solar module f Short Circuit Current(Isc) 6.86A 6.96A 7.08A 7.19A zzsA I 1 _ incorporating the groundbreaking Zep compatible frame. under Normal Operating Cell Temperature,lrradlance of 800 W/m',spectrum AM 1.5,ambient emperature 20•c, r The specially designed frame allows for rail-free fast wind speed 1 m/s installation with the industry's most reliable grounding McChanlCal Data f, system.The module uses high efficiency poly-crystalline Cell Type Poly-crystalline 156 x 156mm,2 or 3 Busbars = I Key Features ! silicon cells laminated with a white back sheet and framed Cell Arrangement so(s x to) 2 Dimensions 1638 x 982 x 40mm(64.5 x 38.7 x 1.57in) n y 1 with black anodized aluminum.The black-framed CS6P-PX is the perfect choice for customers who are looking for a hi h * Weight 20.5kg(45.21bs) i Quick and easy to install - dramatically P 9 9 & t ` reduces installatlon time ° quality aesthetic module with lowest system cost. Front Cover 3.2mm Tempered glass I` , " b • _, Frame Material Anodized aluminium alloy 1 Lower system costs - can cut rooftop t Quality �-Box IP65,3 diodes Best , tallatlonc s ns I O is in half� 235 ualit control points in module production Cable 4mm'IEC/12AWG UL 1000mm q Y 1 Connectors MC4 or MC4 Comparable e • Aesthetic seamless appearance - low profile • EL screening to eliminate product defects Standard Packaging(Modules per Pallet) 24pcs with auto leveling and alignment • Current binning to improve system performance • Accredited Salt mist resistant Module Pieces per container(40 ft.Container) 672pcs(40'HO) • Built-in hyper-bonded grounding system - if it's I-V Curves(CS6P-255PX) ! mounted,it's grounded t Best Warranty Insurance • Theft resistant hardware • 25 years worldwide coverage ' • 1 { • 100%warranty term coverage s a i Section A-A — • Ultra-low parts count - 3 parts for the mounting • Providing third party bankruptcy rights ° 35.0 and grounding system • Non-cancellable : a i I • Industry first comprehensive warranty insurance by Immediate coverage AM Best rated leading insurance companies in the • Insured by 3 world top insurance companies 3 a i o 12 0117 world 3 Comprehensive Certificates 2 =25: • Industry leading plus only power tolerance:0-•+5W ' • IEC 61215,IEC 61730, IEC61701 ED2,UL1703, 1 , --- r a —aar t 15 r40 Q • Backward compatibility with all standard rooftop and CEC Listed,CE and MCS a s to 1a to xe so ds w It a w's ma=>o r.1a is ground mounting systems • IS09001:2008:Quality Management System" ISO/TS16949:2009:The automotive quality Speciticatons included in this datasheet are subject to change without prior notice. 1 _ management system • Backed By Our New 10/25 Linear Power Warranty Plus our added 25 year insurance coverage IS014001:2004:Standards for Environmental About Canadian Solar " management system Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was 1007y7e m A companies. As a leading vertical) inte rated successful) listed on NASDAQ Exchange (symbol: CSIQ in • QC080000 HSPM:The Certification for P g y- g y g ( y ) Added Value From Hazardous Substances Regulations manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing soy, m warranty solar systems, Canadian Solar delivers solar power capacity of 2.05GW and cell manufacturing capacity of 1.3GW. - - OHSAS 18001:2007 International standards for products of uncompromising quality to worldwide soy $` 1 occupational health and safety customers. Canadian Solar's world class team of oilREACH Compliance professionals works closely with our customers to s 10 1s 20 Zs P provide them with solutions for all their solar needs. Headquarters __, - Ontario • 10 ear roduct warrant on materials and workmanship g aE :R. F r? •�«E 1::._..r v .l r •25 year linear power output warranty www.canadiansolar.com EN-Rev 10.17 Copyright 0 2012 Canadian solar Inc. solar.=se solar=@9SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer P300 - P350 P400 ' Module Add-On For North America (for 60-cell (for 72-cell PV (for 96-cell PV ) modules)PV modules) modules) s JINPUT, tisl P300 / P350 / P400 Rated np�cocPowg n................ ....... ................. ........300 .... ............35q ... ...... 9oP...... ..^<..... Y Absolute Maximum Input Voltage(Voc at'lowest temperature) .80 Vdc ........... MPPT Operating Range 8 48 8 60 8 Vdc Maximum Short Circuit Current Isc 10 Adc Maximum DC Input Current 12.5 Adc Maximum Efficien ........99:5:. ..................%. h[ed EfficientY ..... ..Wei ......................................................�..* - ......g................ ..................................................... ................,.........................................................:...................... Overvoltage Category II - - lOUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) - - Maximum Output Current - .......................................15 Adc Maximum Output Voltage 60 Vdc r iOUTP UT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc -, I STANDARD COMPLIANCE �,.f\3ys S EMC ........FCC Part15 Class B:IEC61000 6 2 IEC61000 6.3.. ...... Safety IEC62109-1(class II safety),UL1741., .............. .. ....... ...................................... ...... ..... ............Yes....... .. . RoHS !INSTALLATION SPECIFICATIONS �, Maximum Allowed System Voltage..............................:. ......`.......... ........1000........................................... .Vdc r Dimensiuns(W xlz H)................................................. .............I......141x212 x405/S.SSx8.34x 1.59 ........mm/in `' - Weight(including cables) 950/2 1 gr/Ib .Input Connector ...........................MC4/Amphenol/TYco................... Output Wue Type/Connector Double Insulated Amphenol Output Wue Length..................................................... ......0.95/.3:Q... I 1 2/3 9................... .m(fi ......:... ... ....... Operating Temperature Range -40.+85..40 +185 'C/'F - Protection Ratin ............IP65/NEMA4 Relative Humidity 0-100 % .............................................................................. ................................................... L Rm.a s*coo .1 n.—le.10 1m f.o sxoo.end.—.11—d. PV SYSTEM DESIGN USING A SOLAREDGE i'''" THREE PHASE THREE.PHASE r - [INVERTER SINGLE PHASE 208V 480V PV power optimization at the module-level ' - Minimum String Length(Power optimizers) 8 .....,......10 18 ...................g....g (Power P..........).......... .......................... ......... Maximum String Length PowerO Optimizers) 25 25 50 Up to 25%more energy .................................g............................. ........ ...... . ........... ......................... ..... Maximum Power per String 5250 6000 12750 W — Superior efficiency(99.5%) ......ll.ei....g...f.... ....... ......On...tion............... ........ ......-. . ........... . ........ Parallel Stnn s of Different Len hs or Onentations 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 - k USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA WWW.SOIaredge.US - ,'I r. ; .'� •' f I �