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Al i �I v "ho, I . , my"01 HTN5,; :1 � I I 114��, 1-"� 17,1,-�. � � , k�,. .Y"n I , "'" , - " 0 0�=: I RW� �Q lL- 11­.�. 11 41 . I , lwhm= , �, , , i . 1 M 11� " T'L�, A'!I !nnjA� ;.,i��, I I I J'q� ' ' �� , t ��,��,­!'­ � ��ol, I o 1 Qj��"." 11 I I- . ­�` : 0 � 4� "I 20,I V i� .1� I ­ n���'j.,,,���,� �"t w 11 ,, , , " ,�! ,'I � ' ' I , , � ,,� �.�,'.�',*.� I I -, �,­-'­1,�, -',�11�51, . '.­ ;. -, ,,`�� �111-1 11� Ahi` i�'! 400001"'-,- " �', 4, , , oo��7 � � , -� ,o; �, , -1 �, �1� �10410 ' ' � , , ,,, " 1, i, -��11 L !,',"'k,�­",�,�­, ,� , '' ,. ­- i� , i-,,', I �1' ,i �, I . , :i''� ,- . ,,I - I ­ . "­� - ­I,I� 11-,:� I �L�­ ­��,�� ­�:,;�­,� �­11��,� I­ --, -"-.I I ': .it- ,, !, " Q" .­ ",:�� . �, I I MY ,,f­-,ftfl��­�i­� ..... ": � ,,Q! , ­i'­ " . "I- 1 - �:7,; ��-� �`,�,:",�:�,�' ,��%" :,i 1 � " - - WAR:' ,, , ,ii , - , , , - ynyi�,,�Q- KAM -"I'll, :,ii ��, '� ��,.,,!,;;I�_;%.�1: � . �,!� Li- .. I ­�. �,, � I ;- , � :,ii ��', - "I....I :� -i ,, , . ,, ,, :�� . . , " �� , WE -�-J gy � ,,�, � I ". . - , ;, �, ", � , 4 �1', ,,� - , . , I � , ��,� , ��,� - - , xg, :: ;4V 1 4�.... � �,� .....i��,,,�,.,I;,;"�,:��,,,,�,,�.!�"-4-�4-;�,�, yl`�%Qvwd - - MY, , - - I - " �� � 11 � ,. ! " �� ,­1 - MT , g We ��� " , , I - , 1-� "I � R ­1 11-1 11 t,,��, 1, W, gt 1= ' Cape Save Inc. a ' 7-D Huntington Avenue , South Yarmouth, MA 02664 Tels.508-398-0398 Fags 508-398-0399 8/7/18 Brian Florence CBO x Town of Barnstable DERTf Building Division 200 Main St. Hyannis,MA 02601 7 201 AUG e RE: Insulation Permit 18-532 Dear Mr. Florence: 1 i Y � s This affidavit is to certify that all work completed for 302 Elliott Road,r Centerville has been F:' inspected by a third party Certified'Building Performance Institute(BPI)Inspector. All work performed,meets or exceeds Federal and State Requirements. , r Sincerely, William McCluskeyr r a • a. n m Town of Barnstable I�EC�niPT 200 Main Street, Hyannis MA 02601 508-862-4038 639. . , a Application for Building Permit Application No: TB-18-532 Date Recieved: 2/21/2018 Job Location: 302 ELLIOTT ROAD,CENTERVILLE Permit For: Building-Insulation-Residential Contractor's Name: WILLIAM J MCCLUSKEY State Lic. No: CSSL-102776 Address: , West Yarmouth, MA 02673 Applicant Phone: (508) 398-0398 (Home)Owner's Name: Stephanie Schuster-Platt Phone: (508)776-1464 (Home)Owner's Address: 302 ELLIOTT ROAD, CENTERVILLE,MA 02632 Work Description: Add R-22 cellulose and 2" rigid insulation to the attic. Add R-19 fiberglass to the basement. Add R-22 cellulose to the garage ceiling.Air seal the attic plane and basement with expanding foam. General weatherization. T FEB'91 ?010 Total Value Of Work To Be Performed: $5,000.00 O�N�FSAA OVSTABCE Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: William McCluskey 2/21/2018 (508)398-0398 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $5,000.00 Date Paid Amount Paid } Check#or CC# Pay Type Total Permit Fee: $85.00 2/21/2018 $35.00 XXXX_XXXX_X CXX_ Credit Card 0299 Total Permit Fee Paid: $85.00 2/2 t/2o 18 $50.00 �c-XXXX-XXXX- Credit Card 0299 ��� �TH�I�S�ISNI�T�OTA R�MIT= x TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 73 Map ©g,?7 Parcel 0 F7 placation # Health Division Date Issued Z� Conservation Division Application Fee Planning Dept. Permit Fees Date Definitive Plan Approved by Planning Board Historic - OKH . Preservation/ Hyannis Project Street Address 50,Z woad Village OwnerRo&r Rae Address 302(fZ40 'Rd M)VO,2432, Telephone S'08-77J-4"4 Permit Request zwsma_ soap g'LECTR/G fAA?ZL,S oN RooF®F'�1c�s77nIG 6/oLts�' w.7-N ANt GaAal q.:F x /FIL1� ,QS� PE. To b2 lu�erGONNec�ec�w:�� �arr�e el e-6. eia. gyg&.ri. 9?43'ew @ 39F.��is Square feet: 1 st floor: existing -- proposed -- 2nd floor: existing -- proposed -- To06 never Zoning District RC Flood Plain — Groundwater Overlay c Project Valuation a Soo Construction Type.ozxe,,gAj4 Lot Size Grandfathered: ❑Yes NA No If yes, attach supporting d.Qcumg�tation. Dwelling Type: Single Family ]( Two Family ❑ Multi-Family (# units) Age of Existing Structure ^r Historic House: ❑Yes �No On Old King's Highway"Lj Yes )d No Basement Type: ❑ Full -9Qtwt ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing __. new Half: existing -" new Number of Bedrooms: — existing - new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 0-66M -❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes-NC-No Fireplaces: Existing - New Existing wood/coal stove:- s-O No Detached garage: ❑ existir --neew size-Pool: ❑ existrW,40- iew size _ Barn: ❑ existfngVA rrew size_ Attached garage: ❑ eAs+i*J4 anew size -Shed: 3-e g`t7 new size = Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# Current Use SV6l11c Proposed Use A140 C*46/9e APPLICANT INFORMATION 'colzS (BUILDER OR HOMEOWNER) Name c:�011"eey 1 r50r Telephone Number 7,P/-��-8'��9 Address lid License# CS/07663 �'e. ra /yam ��'3✓.9 Home Improvement Contractor'# 16P�"7-Z Email AIA. ,Ll-"� Soz)aAe,1 7Y. coat Worker's Compensation # aJ.g7667JPf66�6�©�� ALL CONSTRUCTION DEBRIS/RESULTING FROM THIS PROJECT WILL BE TAKEN TO a. t7,e14r ep SIGNATURE DATE 9-8- Ro�4l FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED ' 4: MAP:/PARCEL NO. x " ADDRESS VILLAGE OWNER _. DATE OF INSPECTION: FOUNDATION ` FRAME INSULATION x FIREPLACE ` ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH ` : FINAL # . GAS: ROUGH FINAL = J FINAL BUILDING. ., DAT&CLOSED OUT • " ASSOCIATION PLAN NO. DocuSign Envelope ID:F299465G58F8 4658 BBFD 6A6886832424 A"OoSolarCity. 3055 Clearview Way; San Mateo, CA.94402 _ Solarlease T (888) SOL-CITY F (650) 560-6460:SOLARC SUbDIARY Dater 7/13/2014 Customer Name and Address Customer Name Installation 'Location. Contractor License ' . - Robert Platt 302 Elliott Rd MA BIC 168572/MA Lie. 302 Elliott Rd Barnstable, MA MR-1136 Barnstable, MA 02632 02632 Estimated Solar Energy Production j First Year Annual Production: 12,530 kWh - Initial Term Total Production: 239,055 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: $0.1547 Annual Increase: 0.0 % - First Year Monthly SolarCity Bill: $161.53 Lease Term 20 Years SolarCity's .Promises to You: Your,Prepayment,and Transfer Choices • SolarCity will insure, maintain, and During the Term;, repair the System (including the If you move, you may +transfer this inverter) at no additional cost to you agreement'to•the purchaser of your Home; as specified in the agreement. as specified in the agreement. • SolarCity will provide. 24/7 web-enabled If you move, you-may-prepay' the monitoring at no additional cost-to you,. remaining payments (if any) at a: . as specified in the agreement. discount. • SolarCity will provide a money-back production guarantee, as specified in. Your Choices at .the End of the Initial the agreement. Term: • SolarCity .will 'warranty'your roof . SolarCity will remove the System at no against leaks and restore your, roof at the end of- the agreement:as specified . • additional.cost, to you. in the agreement. • You can upgrade to a new System with • The pricing in this Lease is,=valid for the latest solar technology under a new 30 days after 7/13/2.014. . If. you don't contract. sign this Lease and return_ it to-us o.n • You may renew your agreement for up to or prior to 30 days after 7/13/2.014,•; ten (10) years .in two , (2) five (5)-year SolarCity, reserves the right to reject increments. ' this .Lease-unless .you agree to our then ;. Otherwise, the agreement will current pricing. automatically renew for an additional • We are confident that, we deliver one- (I.) year term at, 100 less, than the° excellent value and customer service. then-current average rate charged by AS A RESULT, YOU• ARE FREE TO CANCEL your local utility. ANYTIME AT NO.CHARGE PRIOR..TO CONSTRUCTION ON YOUR HOME. SolarLease version 6.4:1, July 2nd, :2019 } SAPC/SEFA Compliant t Document Generated .on 7/13/2014, Docu3,ign Envelope ID:F2994B5G58F8-4658-BBFD-6A688B832424 22. PUBLICITY t I have read this Lease and the Exhibits in their entirety and I acknowledge that I SolarCity will not publicly use or ; 'have received a complete copy of this display any images of the System unless Lease. you initial the space, below. If you: initial the space below, 'you give SolarCity permission to take pictures. of the System as installed on your Home to Customer's Name: Robert Platt . show to other customers or display on Docusigneeey:• our website. Signatur .`E41A66E649B2466... - O Owners lnlflal5' ` r Date: 7/13/2014 23. NOTICE OF RIGHT TO CANCEL ) YOU MAY CANCEL THIS LEASE AT"ANY TIME 'M PRIOR TO MIDNIGHT OF THE THIRD BUSINESS Customer's Name. DAY AFTER THE DATE YOU SIGN THIS LEASE SEE EXHIBIT 1 .. ,_THE ATTACHED NOTICE OF Signature- CANCELLATION FORM, FOR AN EXPLANATION OF THIS RIGHT. Date: 24. ADDITIONAL RIGHTS TO CANCEL IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS LEASE UNDER- SECTIONS 6' _ , ' d AND 23, YOU MAY ALSO CANCEL THIS LEASE SolarCity. AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR SolarLease , HOME. , 25. Pricing SOLARCiTY APPROVED The pricing in this Lease is valid o+ P g for 30 days after 7/13/2014.� - If' you .don't sign this Lease and return it' to-us on Signature:' or prior to 30 days after 7/13/2034, IYNDON RIVE.CEO. SolarCity reserves the right to reject $61arL@aS8 this Lease unless you agree to our -then current pricing. `"'• SolarCity. Date: 7/13/2014 SolarLease version 6.4.1, July 2nd, 2614 SAPC/SEFA�Compl.iant f r " r OWNER AUTHORIZATION Job ID: G q.1-7 Location: U ���- ��� �� i✓�-V� I as Owner of the subject property hereby authorize SolarCity Corp HIC 168572/ MA Lie 1136 MR to act on my behalf, in all matters relative to work authorized by this building permit application and signed contract ; Signature o Owner: Date: 4 24 St Martin Drive,Building 2 Unit 11 Marlborough,MA 01752 T(888)SOL-CITY F(508)460-0318 SOLARCITY.COM AZ HOC 243771,CA CSLO 988104,00 EC 8041,CT HIC 0632779,DC HIC 71101486,DC HIS 71101488,141 CT-29770. ` MANIC 168572,MD MHIC 128948,NJ 13VHD6160600,NY VIC.24624-H71,OR CC9 180498,PA 077343,T%TDLR 27006.VIA SOLARC•91901 - 1. x �(g/ i T- // Office-of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02416�R Home Improvement,"Contractor Registration Registration: 168572 Type: Supplement Card / Expiration: 3/8/2015 . SOLARCITY CORPORATION X CRAIG ELLS - 24 ST. MARTIN STREET BLD 2 UNIT,1 t- MARLBOROUGH, MA 01752 • Update Address and return card.Mark reason for change.' ' sca t er a0M:091 i dress. -- t Gard Ad Renewal'( ;Employment rJ Los : . _, �!lfr 1 r-ltN �IFu��F�/�r�l':A"`//rt 'xig�rd.C�/,Y� • `.% Rice of consumer Affairs&.Business Regulation { License or.registration valid for individuf use only )ME IMPROVEMENT CONTRACTOR t. before the expir$tion date. If found return to: Office of Consumer Affairs and Business,Regulation Registration: 168572 ' TYPr*° 10 Park Plaza-Suite 5170 Expiration: 3/8/2015 Supplement,:ard Boston;MA 02116 ,. SOLARCITY CORP-,ORATION 4 CRAIG ELLS 24 ST MARTIN STREET BLD 2UNI. -'L'°._ _h WLBOROUGH,'MA 01752 Undersecretary Not v lid without signature ' . - �1lassacridsefts Deparimen&fli Pt.bire S�ift�ty g . I "T r Bowd o Building, ns and S'taeiddrak C`tilieti lit "l t Gettse,CS407663 CRAIG ELLS..` L 206 BAKER STREETt Keene NH 03431^ t�}� e . { - .¢. '. 4 r , F w Office of Consumer Affairs nd Business Regulation 10 Park Plaza Suite 5170 . Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card. SOLARCITY CORPORATIONFt'� — Expiration: 3i8/2015 NILE MILLER .� a� 24 ST. MARTIN STREET BLD 2 UNIT MARLBOROUGH, MA01752 -•- ~ - +`_ *. Update Address and return card.Mark reason.for.change. scA 1 0 2OM-05111 n Address F] Renewal L-i, Employment L Ii Lost Card ' 4�1- �e Tporiuueraremrte�(�o��F"Lttzte'rc�tc�n((.i _ ffice of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: = Office of Consumer Affairs and Business Regulation egistration: 168672 Type. 10 Park Plaza-Suite 5170 Expiration:�31g12015 Supplement!•ard Boston,MA 02116' SOLARCITY CORPORATION NILE MILLER 24 ST MARTIN STREET BLD 2UNI I,AkLBOROUGH,MA 01152 Undersecretary Not valid without signature r ' f l The Commonwealth of Massachusetts Department oflndustrialAccidents ' Offke of Investigations 1 I Congress Street, Suite 100 i Boston,MA 02114-2017 www.mass gov/dia - Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print.Leeibly SolarCity Corporation. Name (Business/OrganizationMdividual): `�' 4 I Address:3055 Clearview Way r y city/State/Zip:San Mateo, CA 94402 , Phone#:888-765-2489 Are you an employer? Check the appropriate bog: 1 Type of project(regained): 1.0 I am a employer with 7000 4: 0 I am a general contractor and I ' I 6. :Q New construction 1 employees(full and/or part-time).* have hired the sub-contractors 1 2111 am a sole proprietor or partner- listed on the attached sheet. T 0 Remodeling ship and have no employees These sub-contractors have . g• Demolition working for mein any capacity. employees and have workers 9.. 0 Building addition [No workers' comp:insurance , comp.insurance.t 5. ❑ We are a corporation and its 10.E]Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I I.0 Plumbing'repairs or additions myself. No workers' comp: right of exemption per MGL 12.Q,Roof repairs insurance required.] c.,152,§1(4),and we have no Solar Panels employees. [No workers' 13.©Other comp: insurance required.] *Any applicant that checks box#I must also fill out the' on below showing their workers'compensation policy information. secti t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such: (Contractors 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.policy number. I am an employer that is providing workers'compensation insurance for my employem Below is the policy and job site information. Insurance Company Name:Liberty Mutual Insurance Company Policy#or Self:ins.:Ltc.#:WA7-66D 066265-024 Expiration Date:09/01/2015, ` Job Site Address: City/State/Zip: Barnstable,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 imposthon,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 ofthis statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. t I do hereby certi•fy.under the pains and penalties of perjury that the Information provided above is true and correct �. 'Signature -- ✓1 ' A. tiJ4It4I".8-/t Date: 9/.16/2014 781816749 :Phone#• 8 ° Official use only., Do:not write in this area,to be completed by.city or town official. }� 'City,,or Town:_ Permit(License;# Issuing Authority(circle one): r 1.Board of Health 1.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector, 6.Other . Contact Person: Phone#: ti, I DATE(MMrOp,YYYY) �`` CERTIFICATE OF LIABILITY INSURANCE 08129I2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS I CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. .THIS CERTIFICATE OF;INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the policy(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 endorsements). PRODUCER CONTACT NAME: MARSH RISK&INSURANCE SERVICES 1 345 CALIFORNIA STREET,SUITE 1300 PHONEExth FAX NO). CAUFORNIA UCENSE NO.0437153 SAN FRANCISCO,CA 94104 M AFFORDING COVERAGE NAICA 998301-STND4GAWUE-14-15 INSURER A:Liberty Mutual Fire Inwranoe Company 16586 INSURED Liberty insurance Corporato 42404 Ph(650)963-5100 �B SolarQty Corporation INSURER c:WA N/A 3055 Clearvit:w Way INSURER D: San Mateo,CA 94402 INSURER E INSURER= COVERAGES CERTIFICATE NUMBER: SEA-002440 REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INTSR DL SUBR POLICY IEFF POLICY EXP R TYPE OF INSURANCE POLICY NUMBER MMIDD LIMITS A GENERAL LIABILITY TB2-661 014 09/01/2014 09/01/2015 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY - PREMISES Me oomarenoe $ 100'000 CLAIMS-MADE a OCCUR . MED EXP(Any ale person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ Z000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2.000,0w X POLICY X M LOC Deducft $ 25,000 A AUTOMOBILE UAMUTY AS2al-M265.044 09101/1014 09/01/1015 COMBIE. NEmsINGIE LIMIT 11000,000 1XX ANY AUTO •• BODILY INJURY(Per person) $ ALL OWNED a, SCHEDULED BODILY INJURY(Pet acadenQ $ AUTOS AUTOS y . X X NON-OWNED PROP DAMAGE $ HIRED AUTOS. AUTOS ' Phys.Damage COMP/COLL DED- $ $1,000151,000 UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE - AGGREGATE $ DED _ [RETENTION $ B WORKERS COMPENSATION WA7•66DM265-024 09/01/1014 OW015 X I A STATtI I oTH AND EMPLOYERS'LIABILITY B ANY PROPRIETORIPARTNERIEXECUTIVE E YIN N WC7 661-066265-034.(WI) O9/O1/2(i14 (S/O1/t015 1,000,000 NIA L EACH ACCIDENT $ B OFFICERIMEMSER EXCLUDED? 'WC DEDUCTIBLE:$350,000' 1,000,000 (Mandatory In NH) EL DISEASE-EA EMPLOYE $ n yes,desame under 1,000,000 DESCRIPTION OF OPERATIONS below - - ELCISEASE-POLICY LIMIT E DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,H more space to requhed) Evidence of Insurer=. CERTIFICATE HOLDER CANCELLATION SolarGty Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Clexview Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE or Marsh Risk&Insurance Services ChaAes MarrnoMo 01988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD . r . Version#37.7 SolarCity. _ Nrt�A OF 'iss 3055 Clearview Way,San Mateo, CA 94402 9�I (888)-SOL-CITY (765-2489) I www.solarcity.com Q ANbR D. emu, ti Willi July 29,2014 STRUCTURAL No.'47319 Project/Job#026427 RE: CERTIFICATION LETTERS t t .s a Project: Platt Residence 302 Elliott Rd Barnstable, MA 02632 r 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 - -MP1: Roof DL=8 psf,Roof LL/SL 22.8 psf(Non-PV Areas),Roof LL/SL= 12.3 psf(PV Areas) ` -MP2: Roof DL=7.5 psf,Roof LL/SL= 23.1 psf(Non-PV Areas),Roof LL/SL= 12.9 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss=0.19069 < 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, . Andrew white, P.E.. Digitally signed by Andrew White ' Structural Engineer Date:2014.07.3013:44:27-04'00' Main: 888.765.2489,z2377 email: awhite@solarcity.com 3055'Clearview Way San.Mateo;'CA 94402 T(650).638-1028 (888)SOL-CITY F(650)638-1029,solarcity.com' AZROC NMI,CA-CSLB 888104,.00 EC 8041,Cr HIC 0632778,OC HIC 7110148%OC HIS 71101488,HI CT.29770,MA HIC:i68672,MD MHIG 126948,NJ 13VH08160800. ' OR=3 180498.PA 077343,TX TOLA 27006.WA GCL:S4LARC'91907.0 201SSolerClty,All rights reawverl. . '07.29.2014 �\tSr TM Version#37.7 �SolarLKY.• SleekMount PV System Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Platt Residence. AHJ. Barnstable Job Number: 026427 Building Code MA Res.Code,8th Edition Customer Name: Platt,Robert Based On: _IRC 2009/,IBC 2009 Address: 302 Elliott Rd ASCE Code: ASCE 7-05 City/State: Barnstable, MA _ Risk Category: _ II Zip Code 02632 Upgrades Req'd? No Latitude/Longitude: 41.645616 70.331823 =Stamp Req'd? Yes SC Office: South Shore PV Designer: Dan Creasy Calculations: Tadei Sha o 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=0.19069< 0.4g and Seismic Design Category(SDQ = B< D 1 2-MILE VICINITY MAP i • • 0 s r � • 0 • e 302 Elliott Rd, Barnstable, MA 02632 Latitude:41.645616,Longitude:-70.331823,Exposure Category:'C LOAD ITEMIZATION - MP1 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight 0.5 psf PV m Weight 3.0 psf Roof Dead Load Material Load Roof Category Description MPl Roofing Type Comp Roof_ ( 1 layers) 2:5 psf Re-Roof to 1 Layer of Comp? No 1 Underlayment Roofing Paper _0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing, None 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 MP1 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 At < 200 sf Roof Slope 10/12 Tributary-Area Reduction Rh 1 Section 4.9 Sloped Roof Reduction RZ 0.725 Section 4.9 Reduced Roof Live Load Lr Lr=Lo(R1)(R2) Equation 4-2 Reduced Roof Live Load Lr. 14.5 psf MP1 14.5 psf Reduced Ground Roof Live Snow Loads Code Ground Snow Load 139 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes r Effective Roof Slope 380 I Horiz..Distance from Eve to Ridge Snow Importance Factor IS 1.0 Table 1.5-2 xposed Snow.Exposure Factor Ce Partially E 1 0 . Table 7-2 Structures kept just above freezing Snow Thermal Factor Ct 1.1 _- Table 7-3 Minimum Flif Roof Snow Load(w/— pf"�" 23.1 psf 7.3.4&7.10 Rain-on-Snow Surcharge) Flat Roof Snow Load pf pf=0.7(Ce)(Ct)(I)pg; pF>_ pf-min Eq: 7.3-1 23.1 psf 77% ASCE Design Sloped oo Snow Load Over Surroun inRoof' Surface Condition of.Surrounding All Other Surfaces Roof . Cs-rood 1. - Figure 7-2 Design Roof Snow Load Over PS-Md=(Cs-,o r)Pf ASCE Eq:7.4-1 SurroundingRoof Ps-fOOf 22.8 sf 76"/0 ' ASCE Design Slooed RoofSnow Load Over PV Modules Unobstructed Slippery Surfaces Surface Condition of PV Modules CS-PV 0.5 _ Figure 7-2 Design Snow Load Over PV Ps y= (Cs )Pr ASCE Eq:7.4-1 Modules Ps P" 12.4 psf 41% COMPANY PROJECT , Tadei Shayo, EIT - WoodWorks' SolarCity SOMWANfOR WDDDMIGN 3055 ClearView Way San Mateo,CA 94403 July 29,2014 16:25 M131 Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type _ Distribution Pat- Location. fft] Magnitude Unit tern Start End Start End ROOF DL Dead Full Area No 8.00 (16.0)* psf SNOW Snow Full Area Yes 23.00 (16.0)* psf PV Dead Full Area No 3.00 (16.0)* psf *Tributary Width (in) Maximum Reactions (lbs), Bearing.Capacities (lbs) and Bearing Lengths (in) : 17-10.5" 0' 0'-8" 13'-11" Unfactored: Dead 134 122 Snow 224 204 Factored: Total 358 325 Bearing: F'theta 553 553 Capacity Joist 725 414 Supports Anal/Des Joist 0.49 0.78 Support 0.90 - Load comb #2 #4 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.75 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 and 1/2"for interior supports Lumber n-ply, Hem-Fir, No.2, 2x8, 1-ply (1-1/2"x7-1/4") Supports 1 -Timber-soft Beam, S-P-F No.2;2-Hanger; Roof joist spaced at 16.0"c/c;Total length: 17'-10.5'; Pitch: 9/12;. Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP1 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 = 33 Fv' = 172 fv/Fv' = 0.19 Bending(+) fb = 979 Fb' =.1349 fb/Fb' ,,.0.73 Bending(-) fb = 10 Fb', = -550 ' 1 fb/Fb' - 0.02 Live Defl'n 0.53 L/371 1'.10 = L/180 0.48 Total Defl'n 0.85 = L/232. 1.66 L/120. _ 0.52 Additional Data: FACTORS: F/E(psi)CD CM. Ct CL CF Cfu Cr . .Cfrt Ci Cn LC# , Fv' 150 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 850 1.15 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - 4 Fb'- 850 .1.15 . 1.00 1.00 0.407 1.200 1.00 .1.15 1:00 1.00 2 Fcp' 405 - 1.00 1.00 - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - 1.00 1.00 4 Emin' 0.47 million 1.60 1.00 - - 1.00 .1.00 - 4 . CRITICAL LOAD COMBINATIONS: Shear LC #2 D+S, V 260, V design = 241 lbs Bending(+) : LC #4 = D+S (pattern: sS) , M = 1072 lbs-ft Bending(-) : LC #2 D+S, M 11 lbs-ft Deflection: LC #4 _ (live) LC #4 = (total): D=dead L=live S=snow W=wind I=impact Lr=roof'live Lc=concentrated E=earthquake • All LC's are listed in the -Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, =no pattern'.1oad in this span A Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI 62e06 lb-in2 ,. "Live" deflection = Deflection from all non-dead loads (live; wind, snow...). T 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 4.4.1. 5.SLOPED BEAMS: level bearing is required for all sloped beams. 6. FIRE RATING:Joists,wall studs, and multi-ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. T ti [CALCULATION OF DESIGN WIND LOADS_MP1 - Mounting Plane Information r Roofing Material Comp Roof PV System Type SolarCity SleekMountT"' Spanning Vents No ._ Standoff Attachment Hardware Com Mount T e C Roof Slope 380. Rafter Spacing w ,, 16:'O.0 Framing Type Direction Y-Y Rafters Purlin Spacing_ _X-X Purlins Only NA A _ a Tile Reveal Tile Roofs Only NA Tle Attachment System Tile Roofs Only NA Standin Seam Spacing SM Seam Only NA Wind Desi n Criteria . a Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method '. Basic Wind Speed. V 110 m_oh-- Fig. 6-1 Exposure Category _ :_ C Section 6.5.6.3� s , Roof S le Gable Roof Fig.6-1iB/CjD-14a/e ty Mean Roof Height, = h 25.ft I Section 6.2 Wind Pressure Calculation Coefficients ; Wind Pressure Exposure KZ .0.95- Table 6-3 Topographic Factor Kn 1.00: Section 6.5.7 Wind Directionality factor ICa 0.85 Table 6-4 Importance Factor. I: 1.0' Table 6-1 Velocity Pressure qn qh=0.00256(Kz)(Kzt)(Kd)(V^2)(I):24.9 psf Equation 6-15 g Wind Pressure Ext.Pressure Coefficient U G -0.95 fig.6-11B/C/D-14A/B Ext.Pressure Coefficient Down GC ` „, 0.88 ' - Fig.6-116/C/D-14A/B Design Wind Pressure P P = n(GCO Equation 6-22 Wind Pressure Up p„ -23.7 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacings Landscape 64" 3911 Max Allowable Cantilever ,,,Landscape'_,,- 24" NA_ Standoff Conti uration Landscape Staggered Max Standoff Tributa Area Trib 17 sf ".. . _ry— A PV Assembly Dead Load W-PV _3 psf Net Wind Uplift at Standoff - T_actuals 383'Ibs nV Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca ad DCR 76.6% . - X=Dlrectlon Y-Direction Max Allowable Standoff Spacings Portrait 48" 64" Max Allowable Cantilever Poitxait 17 ; ,NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area ;, Tri6 . 21 sfr. 4 PV Assembly Dead Load W-PV 3 psf Net Wind U lift at Standoff _ T-actual 4791bs gplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR._. LOAD ITEMIZATION - MP2 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight 0.5 psf PV System Weight 3.0 psf Roof Dead load Material Load Roof Category Description M132 Roofing Type" __ _ Comp Roof ( 1 Layers) Re-Roof to 1 Layer of Comp? No Underlayment Roofing Paper 0.5 psf Plywood Sheathing Yes . 1.5 psf Board Sheathing None Rafter Size and Spacing 2 x 6 @ 16 in.O.C. 1.7 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.3 psf Total Roof Dead Load 7.5 psf MP2 7.5 psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load La 20.0 psf Table 4-1 Member Tributary,Area. < 200 sf Roof Slope 9/12 Tributary.Area Reduction RI,' 1 Section 4.9 Sloped Roof Reduction R2 0.75 Section 4.9 Reduced Roof Live Load Lr 4= Lo(Ri)(112) Equation 4-2 Reduced Roof Live Load Lr 15 MP2 15.0 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 370 I Horiz.Distance from Eve to Ridge W 15.7 ft Snow Importance Factory IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially Exposed1.0 Table 7-2 Structures kept just above freezing Snow Thermal Factor Ct 1.1 Table 7-3 Minimum HE Roof Snow Load(w/ Pf-rms 23.1 psf 7.3.4&7.10 Rain-on,Snow_Surcharge)_____;• Flat Roof Snow Load Pf pr=0.7(Ce)(Ct)(I)pg; pr>_ pf-min Eq: 7.3-1 23.1 psf 77% ASCE Design Sloped Roo Snow Loa ver Surroun rn o0 Surface Condition of Surrounding All Other Surfaces Roof C. fO f 1.0 Figure 7-2 Design Roof Snow Load Over PS-rW=(CS-rw)Pf ASCE Eq:7.4-1 SurroundingRoof P�'"0f 23.1 psf 77% ASCE Desi n Slooed Roofnow Load Over PV Modules Unobstructed Slippery Surfaces Surface Condition of PV Modules CS-w 0.6 Figure 7-2 Design Snow Load Over PV PS. =(CS )Pf ASCE Eq:7.4-1 Modules Ps°" 12.8 psf 43% F COMPANY PROJECT WoodWorKS_ Solar Shayo, EIT SolarCity SOFIWARf FOR WOOD MSfGN. 3055 ClearView Way - San Mateo,CA 94403 July 29,2014 16:26 MP2 Design Check Calculation Sheet WoodWorks Sizer 10.4 Loads: (Load Type Distribution Pat- Location (ft] Magnitude Unit tern Start End Start End ROOF DL Dead Full Area No .7.50 (16.0)* psf SNOW Snow Full Area Yes 23.10, (16,0)* psf PV Dead Full Area No 3.00 (16.0)* psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 0' 0'-8" 12'-6" Unfactored: Dead 115 104 Snow 203 183 Factored: Total 319 286 Bearing: F'theta 556 556 Capacity Joist 729 417 Supports 398 - Anal/Des Joist 0.44 0.69 Support 0.80 - Load comb #2 #4 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 - Fcp su 425 - *Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports Lumber n-ply, Hem-Fir, No.2, W, 1-ply (1-1/2"x5-1/2") Supports: 1 -Timber-soft Beam, S-P-F No.2;2-Hanger; Roof joist spaced at 16.0"c/c;Total length: 16-11.9'; Pitch: 9/12; Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted(refer to online help); F-1 F WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP2 WoodWorks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Anal sis/Design Shear fv = . 39 Fv' 172 fv Fv' = 0.23 Bending(+) fb = 1336 Fb' '1461 fb/Fb'. = 0.91; Bending(-) fb = 17 Fb'. = 800 fb/Fb' = 0.02 Live Defl'n 0.78 = L/226 0.99 = L/180 0.79 Total Defl'n 1.23 = L/144 1.48 = L/120 0:83 4 r Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr . Cfrt Ci Cn LC# Fv' 150 1.15 1.00 1.00 - - - 1.00 1.00 1.00 2 Fb'+ 850 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 4 Fb' - 850 1.15 1.00 1.00 0.547 1.300 1.0'0 1.15, 1.00 1.00 - 2 Fcp' 405 - 1.00 1.00 - - - 1.00 1.00 - - E' 1.3 million 1:00 1.00 - - - - 1-.0'0 1.00 - 4 +. Emin' 0.47 million 1.00 1.00 - - - - , 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear LC #2 = D+S, V = 229, V design = 215 lbs . Bending(+) LC #4 = D+S (pattern: sS) , M,= 842 lbs-ft s.. Bending(-) : LC 42 = D+S, M = 11 1bs-ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live. Lc=concentrated E=earthquake 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 = 27e06 lb-in2 "Live" deflection =='Deflection from all non-dead loads (live, wind, snow...) m ' 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 4.4.�1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. - 6. FIRE RATING:.Joists,wall studs, and multi-ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. + t [CALCULATION WIND LOADS - MP2 Mounting Plane Information Roofing Material Comp Roof PVPV System TType SolarCitysSleekMountTm Spanning Vents No Standoff Attachment Hardware Com Mount T e C Roof Slope 370 Rafter pacing 16"O.C. Framing T Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only. NA Tile Attachment System Nile Roofs OnlOnly NA Standing Seams,:4c-ing SM Seam Only' NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Desi n Method Partiall Full Enclosed Method �9 - — Y/�Y_ Basic Wind Speed V 1.1_0_mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11s/C/D-14A/6 Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure, KZ 0.95 Table'6-3 Topographic_Factor Krt 1.00 Section 6.5J Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qn qh 0.00256(Kz)(Kzt)(Kd)(V^2)(I)24.9sf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U G -0.95 Fig.6-11B/C/D-14A/B Ext.Pressure Coefficient Down GC 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p P = h Equation 6-22 Wind Pressure U -23.7 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing_ Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary_Area Trib 17 sf PV� Assembly Dead Load W-PV 3 psf Net Wind�.Uplift at Standoff T-actual -383 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 76.5% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48 64" Max Allowable Cantilever jortrait 7 17" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 21 sf . PV Assembly Dead Load W-PV 3 psf Net Wind_Uplift at Standoff I T-actual_ 479_lb5 _ Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR 95.70/c APPLICANT COPY D- THIS PERMIT NOT VALID UNLESS 11 BUILDING PROPERLY RECEIPTED BY CASHIER TOWN Of BARNSTABLE, MASSACHUSETTS PERMIT'' i ,. - .t • VALIDATION r 2 ,. 8 24498 y Ti DATE 19��ccrr +P+ttssERM T NOr� APPLICANT Charles R. �#'�dox r ADDRESS L't� A , Ven ery. '071tsbe f- j3N, y IN0.) (STREET) _ (CONTR'S LICENSE) u Build STO +d Garage 1 in Ae F�l DWelliU�qNUMBER OF PERMIT TO - (_) RY 9DWELLING UNITS (TYPE OF IMPROVEMENT) N0. (PROPOSED USE) ' - •t-Aa t t, Elliot Roadr •4reiYnirerV lle. r, ZONING ac AT (LOCATION) DISTRICT (N0.) (STREET) - r `•• - a - 'AND" .' Y. a BETWEEN ` ' - 'a t(CROSS STREET) (CROSS STREET) - rn LOT m SUBDIVISION t LOT BLOCK SIZE O a U BUILDING IS TO--BE FT. WIDE BY FT..LONG BY' FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION O Z TO TYPE { USE GROUP BASEMENT WALLS OR FOUNDATION ¢ .- .(TYPE) 0 ,,,,.p REMARKS: sewacl � s .� p}yy,�+ j AREA OR Sao sq. ft. �y000•i1'V r PERMIT .� 20.00 �I VOLUME ESTIMATED COST . FEE (CUBIC/SQUARE FEET) AllLen Mite OWNER r BUILDING DEPT. r• I ADDRESS fl � G Mery lle BY YOUR SPEC IAL•ATTEN,TION is called to-the following: .This permit is granted n'the express condition that the saidlconst!!ction shall, n,all,=respects;aconforrk F. to the Ordinances of this jurisdiction including the Zoning Ordinance,regulating the construction anduse of buildings, and may be revoked at any time upon violation of any provisions of said ordinances.'. .41 'Weatherproof placard given at the time permit is issued must be displayed on premises..The department must be notified and inspection made of prior construction work as requested on weather card. All new buildings and additions and alterations to existing.buildings require a minimum.of/three call .inspections, namely, (1) Footings, drain tile systems, foundation and-basement walls, when walls are at least two feet high, but before back filling " the wall and before proceeding with the..superstructures. (2) Framing.prior to lathing' and plastering, ductwork, fire stopping and other equipment before it is concealed. (3) Fined inspection 'when building orstruoture is com- pleted.- . .. _ , On,jobs involving reinforce_d bon_crete workf,--inspection must be made after steel is in place and before concrete is poured. n , _ h i _ y ` The_.Department reserves the`right to reject any ,work which has been concealed or completed without first • ':. :. having been inspected and approved by the Department in accordance with the requirements of the various codes. ;Any deviation from'the approved plans must be authorized by the approval of revised plans subject to-the same - procedure established for the examination of the original plans. An additional permit fee is also charged predicated on the extent of the variation from the.original plans. Permits are not valid if construction work is not started within six months from date permit is issued. y Request for Final Inspection should be made-by postcard or phone call to-'t h i s d e p a r t m en t when the construction work is completed and heating apparatus has been installed. Painting or decorating is not required before the Final Building Inspection. Final Inspection and certificate of occupancy must be obtained before cocupying building. A.rK se•I+A`•+i' • ,+� t + t t:, a � -, a s e�, �'L.�•50 .�'"� Y� 4":" � � �;t.Yy ga L p+' � ^M � Sv rtr % 'koA, "P�ta � ' e 'v., t r F}t°kµ;;+ •i +1,: .,�u •�'j '"�;`t yr�hl;'�" :, 'Yi'�h`''�.' �.�� i��rvk szH ^I"d t�r I.##',��a et.'i+°r a ,� tr ', �sy,},,. „r$•� a� 'as- 'Y ! e 7�.4 ti S it 4 r•� ` ��,� . . . , �.�+! '•A GSn��1 �" rl ��:�t t yi V E t:r' - p.1�`'(� �:. 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OId:LY -C�%I/7-'2TI%/L a e rc : z ¢ - 2, --.xa.t x�' i#i r �, _ } np.�y4(.y 'i'F'•p v�1' ' OUNATIOId� FEET IN. [F '{ � ' tr( iXQW POINT.: OFtrADJAC�ENT �1 ... v� Aw, J\i M I.E DATE" �'•':/O � ���t�k 1 S � �� C��7�IV ��I06�, V60.OfYr , :.• . . s f, . Msto1>ox I CERTIFY:THAT THE, �` CLIENT G►I � EKED: (� REDISI'ER D T SHOWN ON THIS PLAN N JO® NO /o ,. ON THE GROUND AS •ONDICdTEI�, t�.� L'l4'F10 k ` .. _ + ' h AIf3t'lE; i; EV®R DR`'QY '�9/..fF:/h COPdFOR�9� ,TA.' 'HE . ZOIID �v �yq OF BA'RNS A LE MAS a to r s s tr a �f fir; �Al�l �a� r Q� 712 MAINST CH:'®Yt $, F y rr t + MASS .HYANNIST MASS SMEET OF DATE w VI v � _ 1 E ��®. BAN®` ��,R Y0,IC" �;-r As esjo map and lot numb . p�. ! �G!i " pe— y THE Sewage Permit number 1�1�r�'2............................. SEPTIC S �� o�YSTEM MUSTS = BABB9TeDLE, i ' c MABB 7� - � �/......... .............:....: INSTALLED IN CO�iPLI House number � ANC o ....... ....................... . ........... O 9� WITH ARTICLE II STATE i639• -OYPY�� Y E ® TOWN TOWN OF BARN A" _ BUILDING . INSPECTOR APPLICATION FOR PERMIT TO t �2uG (�� „/jf M a„Lyy / du-S� f...5?�...... / 1. ................................... ....... .. ... TYPE OF CONSTRUCTION .........c;2 STOi2�/..... ....................!...:.......:.................................... 1 ..... ....................19219 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a� Lit acco ding the following information: Location .... `-'.®..T... .✓.....: `".... —. .: ...... 1%`'N.T. l�l..�le............................................... ProposedUse 1..✓ � ...l" . .. . _.,fV4 ..................................................................................I..................:...... I'I Zoning District ...... .......................................................Fire District ................................................:. Name of Owner ..........Address ..G�..l.../....P. �a �i ... .. �/t► �PJI. Sr, Name of Builder .`.�f.......5 .JZZ2. P..X.........Address .9.l. �Name of Architect �L.r... ..../��t ®.7 ...............Address .....1i.�V. i....L .el. �.�f2.tli.�<.L�......... Number of Rooms ........ /.:....................................................Foundation ................... Exterior ( l.L .a1? ...... ........ ��. h.!... . .....................Roofing .... . .. /...................................... Floors ��dr�.tlf�!.ea..s✓...... .... 4� 1. .............Interior ............ Heating ,. .f�!........ ./.�L................... ...................Plumbing ............................................... ................................. Fireplace .. 2........... ........................................................Approximate Cost .... f.. :ip....................................... J Definitive Plan Approved by Planning Board ________________________________19________- Area ..../-�Il.q..�t ........... Diagram of Lot and Building with Dimensions Fee ... ....I�.�P � ................. SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of B table regarding the above construction. Nam .. . ............... 71�-�Maddux, Charles B. ~ ' | ~ ~ �� two atory r ' . ' �d%..��!��.. Pennit for .-----------. � single family dwelling . .��---.—.�~---_.----.---------.. r ' ' 302 Elliott Road � Locoiiom� ----------------.-----. / Centerville ----.--------~—.—.--.------- Charles B. Maddox ' Owner ------_-----------.--_. ` frame Type of Construction -------------- ' --.�--�'�.-------------------. - — ' . -------- �� ---�OJ6—_--- ` . ' P�rmi� Granted ---.��t�b��.�27__]g 78 . , , � -- ~ . - ' Date of Inspection ..................................... ' � l Date-Completed . /�._�/�� �� — lg . ~* , PERMIT REFUSED .____.,__,,,—._._------...—.. lP. ...-------..-----.--.—.:—.--.---.. . . �'-----'--------^--~'`---~` ...--',.--...----.....—^.—..--..----^ .................................... Approved lA ------__________ — ....................................................' — ---� —~—' —...�----------------.—~—~.._' . . . Assessor's map and lot number.-: ...J.,.: ...::.,' ''. i...: .: _w. Q ,�/ e �',-fJi1- C�- li'"... ��F r THE TOr l ��Q sewage Permit number .......:................................................." , a v n* l BARNSTABLE, i House number .......?�"- .!t� oa Moos ............................................ p U 0 3 39• �0 TOWN ' OF BARNSTABLE BUILDING INSPECTOLR APPLICATION FOR PERMIT TO ..t !y .?'qua T CI .. s , t f , ! .....,..................P.................... ................:.......... TYPE OF CONSTRUCTION � Tvj2../ ��.. '..r" d`'' f ...... :......................19. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according �toythe following information: / Location ....:4 0 r /1.z..... ""!� .. ..... 4.r . - �+,�`.... ...... ................A'h ;., /,o...:............ .'"".... ..... ProposedUse �f s r..!".................:....................................................................................:...... ZoningDistrict ...... .......................................................Fire District ..................................................................... Name of Owner6/1..��?' �o..*......................z..�f�.....r.�..........Address .. � . �:�?: .c-r. • �. ' t'!� fr. -x Name of Builder rt�* x... / u Address Y.. � � . r�'� '.... f /+� � ?'?::.?.• .. Name of Architect ......................5*° r.. -�, �f.................Address �'Y�s. % ..... o .. s.- f ...f.. /� r ....... �............. ......... .._......... Number of Rooms ........6 ......................................................Foundation Exlerior ll� ,A, „z .t. �l .. _ � ,��. ......................Roofing . j. ................ r ....................................................... f f+ Floors ..9,f f .............mInterior • '. ,..r. +-................................................... Heating .. N...J...'. .........r :.....................................Plumbing ....... ........................................................................ Fireplace ..... :........................................................................Approximate Cost ....!Y.—'.. .. /1..' Definitive Plan Approved by Planning Board ________________________________19--------. Area f ............................ Diagram of Lot and Building with Dimensions Fee ... SUBJECT TO APPROVAL OF BOARD OF HEALTH Ito I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ,, .t l.: �. �1'........................ Maddox, Charles A=227-87 20 753 �110' story No ................. Permit for .............................. single family dwelling ............................................................................... 302 Elliott RoaC Location ................................................................ Centerville ............................................................................... Charles R. Maddox Owner .................................................................. frame Type of Construction .......................................... ................................................................................ Plot ............... ..... Lot .........#1.6................. Permit G \%%%.�ctober 27 ........19 78 ranted ....R.,....................... Date of Inspection ....).............................19 Date Completed ......................................19 PERMIT REFUSED "9 J ..7 V-******-----........ . ...................... ............. ......... . ........... ..... ... ..................... k................ Approved ................................................ 19 ................................................................................ SEPTIC SYSTEM MUST BE Assessor's office(1st Floor): INSTALLED IN COMPLIANCE Assessor's map and lot number WITH TITLE 5 Beard of Health(3rd floor): ,7 ENVIRONMENTAL CODE AND d� Sewage Permit number TOWN REGULATIONS Engineering Department(3rd floor): sesa9Tenta d r r6sa House number r`'� .► i639' Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING IbSPECTOR tt , APPLICATION FOR PERMIT TO �v I l� I� q►7'� S � N+1 k y P d TYPE OF CONSTRUCTION q �. iJ, 5 -1 U �fAe-/ ?. 19 a TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location 1 O C l.� o r�11 RJ C:f- - al,!l2 (1-6-1 1 L Proposed Use a ^ a Zoning District Q / r Fire District ® � /f Name of Owner Qr l�.o b"f �/� Address 3 o�_ E j 11^0 /mil C� Name of Builder Addresses d- a Name of Architect Address Number of Rooms Foundation Exterior Roofing Floors Interior Heating Plumbing Fireplace Approximate Cost ` Area �d Diagram of Lot and Building with Dimensions Fee 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 Construction Supervisor's License PLATT, ROBERT Dr. . t , t 1 t No 33645 Permit For Build Private Swimming Pool -; Accessory to Dwelling Location 302 Elliott Road ` Centerville -,' } Owners Dr. Robert Platt //I Type-of.Construction VinVL Plot t Lot _..� k 47 'u Permit Granted April 4 , 19 90 ell Date of Inspection 19 .Dat ompleted � 9� ' � 19 t' IMtr id M C) .- �•rn wj r n .� t r III ..�. , ,,..��,,-r,�'r,�,r Sri� -tc, �;4!�`'��i4�r"'.�`t�cv�.,�r,;�r.:r.� - .�'("u�E 1 �1"'�'�i�P�ri+�F"" ;,�+�',"•.gk��;�«'�,�n ',`p�'i�wa'��' Assessor's office(1st Floor): Id Assessor's map and lot number � v r Board of Health(3rd floor): _ ) ` \ d'�� , ♦?, Sewage Permit number 7 "T nz- ,gyp.'J� kit' • V Z D,Hl91'sDLL i Engineering Department(3rd floor): rass'� House number .�(� 02 `)� °o 'a3;9:'q\��'' •'Definitive Plan Approved by Planning Board 19 �0 Jul AY:d` APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT To j `dl f n Gf wP t)Ju Wt it.w n� �da y TYPE OF CONSTRUCTION 44 Ct S4Q,[ 4- 1_ .A y( 19 TO w TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location r � ;, i PJ Ce,,4 'er✓ 1 f ',2 Proposed Use f rtn A4 1 A a V'�s as f ~a X Zoning.District Fire District f (^ Name of Owner f/�1r 1C(� b o "f Y ��c Address J®� . I' �j f o gr Name of Builder � �u� �f r c r Address- I d ' ) I / Name of Architect Address P � Number of Rooms Foundation Exterior - Roofing r Floors Interior Heating Plumbing Fireplace Approximate Cost . r Area '00 Diagram of Lot and Building with Dimensions Fee i P S OCCUPANCY PERMITS REQUIRED FOR,,-NEW DWELLINGS s 'I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name , ` Construction Supervisor's License O U PLAIT, ROBERT DR. A=227--037 �da7-o87 No 33645 Permit For Euild Private Swimming Pool Accessory, to Dwelling Location 302 E13I_iott Road Centerville Owner Dr. Robert Platt Type of Construction Vinyl Plot Lot Permit Granted April 4, 19 �0 Date of Inspection 19 Date Completed 19 PERMIT COMPLETED 111 9 � l / • - ,. A r ':..I' � �.�ier - n1 't � � :w•>t'+►a!'1 ,: ,� .. %.._ 1 v,� d �.,, .t; 'r ' ux '} i {�. ''.1.�lL�t, : r' 9 tr � "> t 1 66 ''� ..i,•. t i'r ✓ 'r - r �'- 1` )�C�.• J�..7'• , IV ' yCr `.'"O� / \ +: 6-7 O O r•n•S a'E ^y,.. r`:!wr }7, •y,, JI i .,4 i'. r w ;'. '�r•' a, � ';f ' GY•, 21 + I} 'try { .w r t Hai+' � 1' J•. �' 'tl r - ... r`t� I: ,i' ' ♦' 3 : :1 \' 1'.r �, r ¢ ,r, + I r, .,; I� r r n `,; • 1 1 • ti , 70 , Au 20 17 Al ! f C pG4ke e 4 �Od/vIy i� Y jr ' ` 1. i 7C1 Y� ^ { ]T � r.._! .I :�'^'I .� +i t{ I }i1 .re 14e: y Y .I. •/V 1 /3 p, ON i q : r V V �p t .. •�•"__ '�•� ` J K ham•' - f r , "II a. LEGEND 4r rt �1H �F�fr"�� CERTIFIED PLOT PLAN EXISTING SPOT ELEVATION OxO ��,� ', ;,'r "AP EXISTING- CONTOUR - - -'0 .FINISHED SPOT ELEVATION . .� : CEN FINISHED CONTOUR :` 3 Bunrl:rs ) IN x' APPROVED BOARD OF HEALTH �f� c r R jd,� �' ---. _NT.-- _- tii��� SCALE, / - � DATE Z 9�7 DATE AGE -� _ L, CLIENT I CERTIFY THAT THE PROPOSED L' DREDGE ENGINEERING CO.0�NG� MA000x EGISTERE REGISTERED JOB N0. ?71-°-�' BUILDING 'SHOWN . ON THIS PLAN CIVIL LAND CONFORMS TO THE ZONING LAWS OR.,BY � � OF BARNST BL� MA3•,�� ENGINEER SURVEYOR CI�..BYtIR: P iU 33 NO MAIN S i. r+[. ��1ir _ _... � S0. YARMOUTH, MASS:" HYANNIS, .MASS. SHEET 0F`` Z- DATE REG. LAND SURVEYOR .itRl 7 R227 087., R E A C A C C U L A T 1 0 N CAE] KEY S7943 CARV 11 ACO N 1 BASE f losolf FWP jj 432]f ------------36------------ ------20------ 15B ]I 3221f FUL) 10 FUV 10 015 jj 5761E 12 12 FUD jj 2001E -f -----24------- [B20*]j IOSO]f .; 615 f ji ------------36------------ f 15B J L f 31 24E] f C, i f jj 25,- J f ii 27 BASE 27 f ji *I f il --------24------- f ji f ji ....14... f ji \/ z . . \ ..............40.............X " J. J 000084se] .......... TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel A is on # Health Division Date Issued W41, Conservation Division Application F Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Q -7 f2 J1 Historic - OKH _ Preservation / Hyannis Project Street Address 3 e Villa9 Owner {0 .5�- � ,r�/�� /'&#77' Address Se-AIL Telephone Permit Request '° '� Zy, 77 1.1y v 7 lid- �-- O- Square feet: 1st floor: existing proposed 2nd floor: existing___�4 osed Total new . Zoning ' trict Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If es, attach supporting documentation. Y 9 Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure istoric House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walko ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(scIA) Number of Baths: Full: existing new Half: existing p new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existin ood/coal-stover ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use - Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 1� /& Telephone Number �' �• Address �d J7t� /J�7� License # Home Improvement Contractor# Worker's Compensation # r7o Ca 07 F-(J/,a aOo�, ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ilJ� SIGNATURE DATE t� FOR OFFICIAL USE ONLY ' r APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER t _ s DATE OF INSPECTION: FOUNDATION FRAME �4 INSULATION 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 ' 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Eleetricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Address: City/State/Zip:&AM V S,O�,/Ll;S 0�� hone.#: f A��employer? Check the appropriate box: Type of project(required): 1. employer with A/) 4• ❑ I am a general contractor and I employees(full and/or part time). * have hired the sub-contractors 6. ❑New construction 2. I am a"sole proprietor or-partner- listed on,the attached sheet. T. E]Remodeling ship and have no employees These sub-contractors have g, "0 Demolition working for me in any capacity. employees and have workers' 9. Building addition [No workers' comp.-insurance comp.-insurance.$ required.] - 5. 0 We are a corporation and its 10.0 Electrical repairs.or additions 3.ElI am a homeowner doing all work officers have exercised their 11.E 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.ED,0rtlier / 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 anew 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.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is-the policy andjob site information "�tt Insurance Company Name: 0%141_ Policy#or Self-ins.Lic.#: Expiration Date: S-h Job Site Address: _�- Ltom-f 1// 14 Gt___, City/State/Zip: `r Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration dafe)"4-�� Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip 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$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the p salidpenald of perjury that the information provided above is true and correct r Si Date: afore:' — . Phone#: Official use only. Do not write in.this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle.one): 1.Board of Health'2:Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector '6. Other Contact Person: Phone#:, CERTM-GATE OF LIABILITY*INSURANCE 04MM12 T$IS CElt3'IFICATE Is ISSOED AS A NATTEg Op INFd ,TION ONLY AND CDOES-tYOT'AEFIg TIVBL): OR NXGATri E= ADM, EXEM OR ALTER T88 COR7ERAGE RIG8T5 EA�OQ7 TB8 CERTIFICATE . '2H=S CEBTSZ+ICAfB MMMANCE DOES NOT C USTITOTE Al CONTRACT BETMM 2BE A 0Iww 8Y TBE I'MICIES BELOW. SHIS CBRYIBIOM OF CBRTIFICATE 30 f ISSUM INSORER(S), ADT3Od2 zw FtFLIESENTRTM ()a PFAMUM, AM t88 I�ORTANT: If the certificate holder is an ADDITIONAL INSURED e to the terms and Conditions of the Policy, Certain , the mLre an en must nt endorsed. If 13 yM�gD, �7�confer rights to the C.a Policies may rernc;„e an endorsement. A statement da this=ti£icate holder in lieu o£ such endorsenent(s). this,certificate does not Berry Insurance Agency Inc : 9 Main Street (A/c. se.m:y: Franklin, mA 02038 ( 96 Gum ms. DDWtP�1(yy �ffi6 Ct7Vr076Z taltc AmetiCan Tent & Table 'Ina A:A.I.M. Mutnal Insurance Co. 33758 P O Box 3448 $: Marsto:ss %`i1Zs, irU% 02I c: — XIMCMM D: - - s. c$R�xs?xcA�s NUMBER: xsvxsla�a NQIIDER:SKIS IS TO CERfI?Y 'IBAT seu;POISCiE3 or A1R;E LISTED BEl.Oii HAYS�Et: IssTTBo Ta t tIIITffiD NDTRITBSTANDIN6 ANY�4UIFG3•BNTI TERD41 oR COMITION of Mr CONTRACT cR.arsEx ABDVE FOR I= POLICr p6RsoD X DICPlTED. PERTAIN, TB.. '-'.*£tlt�AlaCE AFFO%)ED BY TTn: DOCONS Nils RESPECT To NHIce THIS CERTMCKM my$P. rssm OR iP1Y MAY HAVE SEEP POLICgS DESCRIBED.SiIItEIN IS SD90ECT 20 ALL THE TERDS, EXCLUSIONS AND CONOITiOM OF sUM MZCUS OR MT S61i1N REDDCp.D BY PAID CLAIIdS.�. TM of INS'MIAME. P'OJSCY wt*MM POLICr Ew � POISCY SKP - . LIMITS . C?.lII;R71L LIABILITY - j�;C9YFRf was=xo snaLSD'•' . ��CLi:tic}a,DE �M:WR I � * BiD;gSP3Ba.oemismoy :.5.. ��-!__...... ....._ .- !60 ffi (ate eoe pasoeo�• S 'l Gffi'L AGGRF.f.M LIIIIT A?2LIP.4 ER: El.TCY �PRDJP.Ct r-j". ADTI�.O�ILE rrsmrr.TTv— .. S a�r�sffifTi L�QS ' �0—nare a ya ssms somnY XOM Lda:D�eranl. S scour 7N?ORlDt�aod4fmq 9 �ATRSC RUYDS ` - PRaPeRSS IDRp68 �IiCA.'-�13 AMS !OQ aeddmy. S I.,..I+!7'9�II.La TD18 �aCCl/.Z I f SdC9 j (.�Ei(CL53 TSAR iTADE _ A6GRZORM - — ^�nt�ucaa�s s : QO<•�RS C'AfPEDTSATZrns � -. - 0 ® ve ammo-- per. ADS ��12LC.'?IE5 LTAE .ITY' :hE PRoeR 2TOR:/PAR ~•is; s 200,000 F3'.£=TIVE OFF'CE" .R= - - - Y.L,eAcs ao®ri A ¢ .. . . lnci ❑ excl 7026128012022 E.L.az�...e-pasl«LOOS a 500,000 04/05/2012 04/05/2013 s.y. a.� _as�� S IOOi000 ` C2EtArSa=os T.aCJIII(6YS: - - CMMF CUT? BOLDER I CAN+CEM ATION SHOULD PMY OF THE ARM DE5CRMSED POLYCIES BE CAMCMLED WPM=E EXPIRATION nATE THERSOP,.HMCE BILL IM DCLIVERED nQ ACOORDMC6 KITH M . POLICY PROVISIONS. : r �. Gertificat e ot Flame Keswstante PAGE: 1 Date Manufactured PZMC TOM 2665 COLUMN"ST INV NUMBHt: 0179981, 03/26/2010 TORRANCE,CA 90503 P.O.NUMBER: f8001228-3687 CUSTOMER NO: A14ER026 This is bo certify that the mabe;ials described below have been flame retardant treated(or are inherently flame retardant). ME WE AMERICAN TENT>lL TABLE INC. TA9:x>~M2 P.O.BOX 1345 j20P 381 OLD FALMOUTH ROAD UNIT 41 Marston WdW MA 02645 �° "•� `' °� WKreap aew/.em rim ;a= K' Certification S hereby made drat the articles described below hereof are made from a flanwretardant fabric or material registered and approved by the Callforma State Fire Marshal for such use.The fabric has been bested and rM , passes NFPA 701 Large Scale.See chart to right for trade name of °1=B Z I r�O°= flame-resistant fabric or rnaberial used and additionally referenced on the label of the fabric panel. THE FLAME RETARDANT PROCESS USED WILL NOT BE REMOVED BY WASHING David Bradley Genial b 9 Name:elf AppricMe or naducum Sops endemt Title of App6eamr or Cnoducbm SuW&*erJ&* ITEMS MANUFACTURED TYPE PRODUCED 30x30 2pc Std Top Only UW. S 2 ATC Style Clasp Shock*s Male:5941,5942 Female:5946,5947 20x20 2pc SW Top Only UW S' 2 ' ATC Style Clasp - 30x10 Sbd Middle Top Only UW S. 3 ATC Style Clasp MdO SW Middle Top Only UW 5 3 , ATC Style Clasp 2W SW Middle Top Only UW 5 i ATC Style Clasp 1Sx15 2pc SW Top Only UW S - 1 ATC Style Clasp 4r Alum CP Bottom x 910"_ S. 3 4.W Alum•CP Top Section 9'0' S 3 5 4.0'Alum CP x 3'EXT 4 4 Town of Barnstable' Regulatory Services : MAMSTAs[.e *� I 1 MASS Thomas F.Geffer,Director: f q'�FD a`0 Building Division i Tom Perry,Building Commissioner I 200 Main Street,Hyannis,MA 02601 www.town.barmtable.ma.us x Fax: 508-790-6230 I Office: 508-862-4038 t i i - is • • Property Oovner Must Complete and Sign This Section { ' ' If Usina A Builder I as Owner of the subject property` hereby authorize 19A act on mybehalf, in all matters relative to,work authorized by,this building permit application for Tr j (Address of Job) Signature f Owner Date Print Mane •p, . If PrOlDerty Owner is, applying for permit please complete the . Homeowners License Exemption Form on the reverse side. f QTORM S:O WNERPERMISSION ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN.THE OPEN POSITION, BLDG BUILDING A SIGN WILL BE PROVIDED WARNING OF THE CONIC CONCRETE HAZARDS PER ART. 690.17. DC DIRECT CURRENT 2. EACH UNGROUNDED CONDUCTOR OF THE EGC EQUIPMENT GROUNDING CONDUCTOR MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY. (E) EXISTING PHASE AND SYSTEM PER ART. 21.0.5. EMT ELECTRICAL METALLIC TUBING 3. A NATIONALLY—RECOGNIZED TESTING FSB Fire Set—Back LABORATORY SHALL LIST ALL EQUIPMENT IN _ GALV GALVANIZED COMPLIANCE WITH ART. 110.3. GEC GROUNDING ELECTRODE CONDUCTOR 4. CIRCUITS OVER 250V TO GROUND SHALL GND GROUND COMPLY WITH ART. 250.97; 250.92(B) HDG HOT DIPPED GALVANIZED 5. DC CONDUCTORS EITHER DO NOT ENTER CURRENT BUILDING OR ARE RUN IN METALLIC RACEWAYS OR Imp CURRENT AT MAX POWER ENCLOSURES TO THE FIRST ACCESSIBLE DC Isc SHORT CIRCUIT CURRENT DISCONNECTING MEANS PER ART. 690.31(E). ' kVA KILOVOLT AMPERE 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN -� kW KILOWATT RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY LBW LOAD BEARING WALL UL LISTING. ` m MIN MINIMUM 7. MODULE FRAMES SHALL BE GROUNDED•AT THE Cy> ;~r (N) NEW UL—LISTED LOCATION PROVIDED BY THE 54 NEUT NEUTRAL . MANUFACTURER USING UL LISTED GROUNDING ' NTS NOT TO SCALE HARDWARE. OC ON CENTER 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE PL PROPERTY LINE BONDED WITH EQUIPMENT GROUND CONDUCTORS AND POI POINT OF INTERCONNECTION GROUNDED AT THE MAIN ELECTRIC PANEL. PV PHOTOVOLTAIC 9. THE DC GROUNDING ELECTRODE CONDUCTOR SCH SCHEDULE SHALL BE SIZED ACCORDING TO ART. 250.166(B) & SS STAINLESS STEEL 690.47. 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, RA INTIGHT PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS PV5 THREE LINE DIAGRAM LICENSE GENERAL NOTES Cutsheets Attached GEN #168572 1. THIS SYSTEM IS GRID-INTERTIED VIA A X ELEC 1136 MR UL-LISTED POWER-CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS.. 3. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. 4. ALL WORK TO BE DONE TO THE 8TH EDITION MODULE GROUNDING METHOD: ZEP SOLAR OF THE MA STATE BUILDING CODE. AHJ: Barnstable 5. ALL ELECTRICAL WORK SHALL COMPLY WITH. REV BY DATE COMMENTS THE 2014 NATIONAL ELECTRIC CODE :INCLUDING REv A NAME Dare coMwours MASSACHUSETTS AMENDMENTS. UTILITY. NSTAR Electric (Cambridge Electric Light) m x s x s s • s CONFlDENIIAL- THE INFORMATION HERON F73u9L J B-0 2 6 4 2 7 O O �0SE°N"� DESCRIPTION: DEIGN: Dan Creasy W401N OF m ANYO NOT EXCEPT SO FOR THE SySTM PLATT, ROBERT PLATT RESIDENCE Y .,,SO�a�C�t NOR 91TALL R I MOLE INC.. 302- ELLIOTT RD 9.945 KW PV ARRAY 'v y PART TO OTHERS OUTSIDE THE RECIPIENT'S ount T e C ORGANIM-RON,EXCEPT IN CONNECTION YNTH BARNSTABLE., MA 02632 THE SALE AND USE OF THE RESPECTIVE NADIAN SOLAR CS6P-255PX 24 st Malin Drive,BuOding 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE 52 T: (&50)638-1028 Marlborough.F:A(617 638-1029 PQ�r°�10N OF sou�gTY INC. Inverters 5087716626 COVER SHEET PV 1 7/30/2014 (888}S 2C (71:!2489) www.solardty.com J PITCH:38 ARRAY PITCH:38 jA OF pq MP1 AZIMUTH:163 ARRAY AZIMUTH: 163 , MATERIAL:Comp Shingle STORY. 2 Stories A;dnREW D. W111TE Front Of House ` No.47319 Cn �GfSTLR����c;`� NAL. a STAMPED & SIGNED FOR STRUCTURAL. ONLY Digitally signed by Andrew White Date:2014.07.3018:23:49-04'00' AC 0 O p LEGEND AC- (E) UTILITY METER & WARNING LABEL I(I-0 INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS MP1 Inv ,' ® DC DISCONNECT & WARNING LABELS CE) Inv ,' ® AC DISCONNECT & WARNING LABELS MP2 Q DC JUNCTION/COMBINER BOX & LABELS Q DISTRIBUTION PANEL & LABELS 0 0 LOAD CENTER & WARNING LABELS Un-Locked Gated O DEDICATED PV SYSTEM METER 9 -J-9 I A Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR B --- CONDUIT RUN ON INTERIOR GATE/FENCE a Q HEAT PRODUCING.VENTS ARE RED INTERIOR EQUIPMENT IS DASHED n L="J SITE PLAN N Scale: 1/8" = 1' W 01' 8' 16' E • S Pmff DESIGIk CONMENTIAL- THE DIFORMATION HEREIN ff=(39) �J g-0 2 6 4 2 7 0 0 owls � Dan Creasy CONTAINED SHALL NOT BE USED FOR THE PLATT, ROBERT PLATT RESIDENCE y SOIa�'CitV BENEFIT OF ANYONE EXCEPT SOLARCrIY INC. D]k I1\ /® NOR SHALL n olscxosED IN 1�IOLE OR INount T e C 302 ELLIOTT RD 9.945 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S BARNSTABLE, MA 02632 ORGANIZATION. EXCEPT IN CONNECTION YIITH 24 St Mahn DrtM Building 2.Unit 11 THE SALE AND USE OF THE RESPECTIVE NADIAN SOLAR CS6P-255PX PAM NAME : I&.. DATE Madborough.MA 01752 SOLARCITY EQUIPMENT. YIIIHOUT THE WffrIEr+ r. (sso)sse sas-102sPERIDSSION OF SOLARCITY INC. Inverters 5087716626 SITE PLAN PV 2 7/30/2014 Iess�sa-cm(Ts�2a�) ....ealar�lx�an { `' S1 S1 t LA - e (E) LBW w (E) LBW _ SIDE VIEW OFNP2. NITS A SIDE VIEW OF Mp 1 NTs . MPi X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES - MP2 X SPACING X CANTILEVER Y SPACING' Y-CANTILEVER NOTES 64" 24" LANDSCAPE 64„ 24.r . . STAGGERED }, .. A . LANDSCPOR APE STAGGERED PORTRAIT 48„ 17" 9 ROOF AZI 163 PITCH 38 _ RAFTER 2x6 @ 16"OC PORTRAIT 1 +' ROOF AZI 163 . PITCH 37 STORIES: 1 RAFTER 2x8 @ 16 OC STORIES. 2 • ARRAY AZI 163 PITCH 38 @ 16"OC RAY Com�S i le . AR AZI 1 :. C.). 2x6 @16"OC CompShingle Ca. 2x6 'PV MODULE 5/16"BOLT WITH LOCK : INSTALLATION ORDER E & FENDER WASHERS --RAFTER, MARK MARK HOLE• LOCATE RA ` ZEP LEVELING FOOT {1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. 4G(2 A T• SE PILO HOLE WITHZEP COMP MOUNT �' O — POLYURETHANE SEALANT. FM ZEP FLASHING C (3) (3) INSERT FLASHING. G� ,, A Iiri.VV D_ x . Anlo (E) COMP. SHINGLE f STRUr.T (1) (4) PLACE MOUNT. N6.47010 E ROOF DECKING. u (2) (. ) 5 INSTALL LAG BOLT WITHlS 5/16" DIA STAINLESS (5) O SEALING WASHER._ N � STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER (g) .BOLT. & WASHERS. (2-1/2" EMBED, MIN) STAMPED & SIGNED E RAFTER ' FOR STRUCTURAL ONLY . STANDOFF _ , R . S1 - , CONFIDENTIAL— THE INFORMATION HEREIN JOB NIAM Pitoff OWNER DESCPoPIION: DESIGN: JB-026427 00 CONTAINED SHALL NOT BE usm FOR THE PLATT 'ROBERT PLATT RESIDENCE Dan Creasy �SolarCt BENEFIT OF ANYONE EXCEPT SOLARCITY INC.. MOUNTING 5Y5TI]I ' io,i� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 302• ELLIOTT..RD 9.945 KW PV ARRAY 0.5 ]® PART IZ OTHERS EXCEPT ON RECIPIENT'S MODULES BARNSTABLE, MA 02632 Drtve Building 2,UnN it ORGANIZATION.EXCEPT IN CONNECTION WI1FI 24 St Malin THE SALE AND USE OF THE RESPECTIVE 39 CANADIAN SOLAR CS6P-255PX SOLARCITY EQUIPMENT, WITHOUT 1HE WRITTEN INVERIQ2 1 PAGE NAME SHHFET: RE1► DATE Matmgh.MA 01752 PERMISSION OF SOLARCITY INC. 508771 6626 PV 3 7 30 2014 �D 1Dz8 F. s5G)838-1029 Multiple Inverters w STRUCTURAL VIEWS / / (eeeaiv�(7ss-z4esj .�,�: a1y�m UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. , CONFlDENTIAL— THE INFORMATION HEREIN F(39) PROM OW Ek DESCFdPMIk DESIGN: ■ CONTAINED SHALL NOT BE USED FOR THEJB—OZ64Z7 OO PLATT, ROBERT PLATT RESIDENCE Dan Creasy ;SO�af Cat OR SHALL ANYONE D, I �INC., 302 ELLIOTT RD 9.945 KW PV ARRAY �',` 1° .PART TO OTHERS OUTSIDE THE RECIPIENT'S ount Type C ORGANIZATON, EXCEPT IN CONNECTION WITH BARNSTABLE, MA 02632 24 St Martin Mm euam�,9 z Unit 11 THE SALE AND USE OF THE RESPECTIVE NADIAN SOLAR CS6P-255PX Madbarouo,MA 01752 SOLARCITY EQUIPIONNT, WITHOUT THE WRITTEN PAGE NAPE SHEET: REV DA1E T: (650)838-1028 F. (650)638-1029 PEINSSION OF SO�ARCITY INC. 5087716626 UPLIFT CALCULATIONSPV 4 7/30/2014 (eeersa-aTr c765-2469) , Rr.Inverters GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE. BOND (N) #8 GEC TO (E) UFER AT PANEL Panel Number. Inv 1: DC Ungrounded INV 1-(1)SOLAREDGE s000A-us-z8-u GEN168572 -(39)CANADIAN SOLAR CS6P-255PX WITH IRREVERSIBLE CRIMP Meter Number.43980768 Inv 2: DC Ungrounded Inverter, 60 W 24ov,97.5X; w/Obitco and ZB, Ara PV Module; 255W; 234.3W PTC, Black Frame, MC4, ZEP Enabled ELEC 1136 MR Underground Service Entrance Tie-in: Supply Side Connection INV 2-(1) GE SE3000A-us-zB-u �e� B Inverter, 3 W. 24OV,.97.574 w/Unifed Disco and ZB, AFCI Voc: 37.4 Vpmax: 30.2 _ INV 3 _ Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL E) 20OA/2P MAIN CIRCUIT BREAKER SolarCity CUTLER-HAMMER SO BRYANT Inverter 1 (E) WRING Disconnect CUTLER-HAMMER I METER I 125A Load Center s 1 200A/2P 10 Disconnect 9 7 SOLAREDGE DC. B 50A SE6000A-US-ZB-U DC- S String(s)Of 14 On MP 1 C D I E 35A/2P ---- - . EGc ---------4 :�ov ------------ ------- - ----------- a + N I 4 2 (E)LOADS GND --- GND - _- GND --= _ EGG + OC+ c,r GEC DG 1 String(s)Of 14 On MP 1 - - - -!-- F--- EGC r-- -- - -- -- - -------- - - -- - - ------------------� N I T O)Conduit Klt:'3/4'EMT Inverter 2 c EGGGEC , I I _ . f "IE361 OLAREDGE i I i 0A-US-ZB-U 20A/2P I 24ovGEC--- 1 TO 120/240V 6 FA-] 3 SINGLE PHASE I �- EGG DC- DC+ UTILITY SERVICE I ---- - GEC -- DG 1 String(s)Of 110n MP 2 EM I . . I AGN;D_j -- -------------- EGC--- -- - PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* MAX VOC AT MIN TEMP . 01 (2)ILSCO t IPC l./O- B _(I)CUTLER-HAMMER#DC222NFIB D SolarGuard Monitoring System A (2)S2ol Sj�##4 SIRING JUNCTION BOX Insulation Piercing Connector, Main 4/0-4, Tap 6-14 Disconnect; 60A, 24OVac,Fusible, NEMA 3R AC_ 2x2 SIRIFIGS, UNFUSED, GROUNDED DC (I)BRYANT BR616L125RP (I)CUTLER- AMMER#DG100NB E Load Center 125A,120/240V, NEMA 3R Gramd)C d lot: 60-1001� General Duty(DG) PV (")P�erBox(rgioz r� �300W H4.DC to 2FP -(1)CU1LEt-RANI #BR235 -(i)CUTLER-HAMMER DS16FK . Breaker 35A�2P, 2 Spaces pass R Fuse Kk (1)CBreake H35A 2 , Spa -(2)FERRAZ SHAWMUT/TR50R PV BACKFEED 0W nd (1)AWG , SoIM Bare CopP� Breaker, 2OA/2P, 2 Spaces Fug 50A 250V,pass RKS -(1)Ground Rod; 5/6'x 8, Capper S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE C (1)CU1M-HAMMER#DG222UR8 AS SERVICE EQUIPMENT AND SHALL C RAZED PER NEC. Disconnect: 60A, 24OVa% Non-Fusible,NEMA 3R (N) ARRAY GROUND PER 690.47(D). NOTE: PER.EXCEPTION N0. 2, ADDITIONAL -0)cUILER AMMER DGIOONB ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE Qound�Fleutrd 19 60-100A, General Duty(DG) 1 AWG#6 1HWN-2,Black (I)AM#6 1HWN-2, Black 1 AWG/10, THWN-2, Block Voc* 500 VDC Isc =15 ADC 2 AWG#10,PV WIRE,Black. Voc* =500 VDC Isc 15 ADC O (1)AWG A THWN-2,Red O�0)AWG A THWN-2, Red ff.(! /10, THWN-2, Red Vmp =350 VDC Imp=10.07 ADC O�(1)AWG 06 Solid Bare Copper EGC Vmp =350 VDC Imp=1007 ADC (1)AWG+6, THWN-2, White NEUTRAL VmP =240VAC Imp=37.5 AAC (i)AYIG-�t0,1HWN-2,Whits NEUTRAL VmP =240VAC IMP-2.5 AAC .. (1 AWG;10, RIWIF-2,.Green.. EGC.. . .. . . . .. :. -(1 AYfG/8,1HWN-2,.Qemr.. EGC/GEC,-(1)Condgk,Kit;,3/4'EIAT. . . _. .. •. . .. .. ..-(-1 AYYG 88.11tWN-2,,Green __ EGC/GEC, (1)Conduit,Kit;,3/4'EMT. (1 AYYG f10, THWN-2 Black Vklc* __500' VDC Isc =15 ADC (2)AWG10. PV M. ekclk 4kic* =500 VDC Isc =15 ADC ®�(1�AWG�, 1}IYIN-2 Black (1�AWG#10, THWN-2, Black O (1)AWG/10, 1HWN-2 Red Vmp -350 VDC Imp=10.07 ADC O (1)AWG/6, Sdd Bare Copper EGC Vmp =350 VDC Imp=10.07 ADC (1)AWG/6,THWN-2, Red ®�(1)AWG/10, THWN-2, Red . .... ....(1 AWG#10, 1NWN-2,.Green.. EGC... .. . . (1)AWG/6,THWN-2, White NEUTRAL VmP =240 VAC Imp=37.5 AAC (1)AWG#10, THWN-2,.White NEUTRAL Vmp =240 VAC Imp=12.5 AAC _ (1)AWG/10, THWN-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG#10, PV WIRE, 81adk Voc* =500 VDC 1sc =15 ADC' -(1)AWG/6,.Sdid Bare.Copper. GEC• ,;,-(1)Candgit•Kit;.3/4'OAT. .. .... ... .. .. .. .-.(1)AWG#6,.11t:WN-2,.(Peen .. EGC/GEC.-(1)Conduit.Kit;.3/{EIAT_. . . ._.. _. ©�(1)AWG#10, THWN-2, Red Vmp =350 VDC Imp=10.07 ADC O (1)AWG/6. Sadd Bare Capper EGC Vmp =350 VDC Imp=10.07 ADC (1)AYYG/10, 1HWN-?,.Greed.. EGC. .. (1)Coriduk.Kl<.3/.' .EMT... .. .: . . CONRDENTIAL- THE INFORMATION MEN Joe Nln at J B-0 2 6 4 2 7 00 PREMISE oI01ER. DEsaePnolk ol�ar 7T; , CONTAINED SHALL NOT BE USED FOR THEPLATT, ROBERT PLATT RESIDENCE Dan Creasy "a'•SolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MW NTNG S15TEM: ��� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 302 ELLIOTT RD 9.945 KW PV ARRAY or . PART IZ TIN,E EPT IN THE RECCONNECTION WITH MaoutEx - BARNSTABLE MA 02632 ORGANIZATION,EXCEPT IN CONNECTION WI1H � THE SALE AND USE of THE RESPECTIVE (39 CANADIAN SOLAR CS6P-255PX 24 St Martin Drlva,Building 2, Unit 11 SOLARCITY EQUIPMENT, YNIHOUT THE WRITTEN PAGE NAYS [5i�V REV: DAIS Marlborough,MA 01752 PERMISSION OF sOIARCITY INC. MultipleN Inverters 5087716626 THREE LINE DIAGRAM 5 7/30/2014 (66ej���aTY((765--24Mj00e wad�tycarn SolarCity SleekMountT"" - Comp SolarCity SleekMountT"" - 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 tQ Drill Pilot Hole of Proper Diameter for •Interlock and grounding devices in system UL labor.The elimination of visible rail ends and Fastener Size Per NDS Section 1.1.3.2 listed to UL 2703 mounting clamps, combined with the addition I/ y `, 02 Seal pilot hole with roofing sealant of array trim and a lower profile all contribute •Interlock and Ground Zep ETL listed to UL 1703 I .-, i to a more visually appealing system.SleekMount as"Grounding and Bonding System" y I 3© Insert Comp Mount flashing under upper utilizes.Zep Compatible T"' modules with •Ground Zep UL and ETL listed to UL 467 as __` j 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. o Applicable.for vent spanning functions ©Secure Leveling Foot to the Comp Mount using machine Screw Q Place module . O Components OI AO 5/16"Machine Screw B Leveling Foot © Lag Screw ! QD Comp Mount r. 0 0 Comp Mount Flashing C 0 ® - - t -SolarCity.® January 2013 LISTEDSQlarCity® January 2013 �OMPPT e��d�epe5lg� \�1i - CS6P-235/2401245/250/255PX _r CanadianSolar, � Black-framed a111111 a Electrical Data B1e STC CS6P-235P CS6P-240P CS6P-245P CS613-25013 CS6P-255PX Temperature Characteristics Nominal Maximum Power(Pmax) 5W 240W 245W- 26OW 255W Optimum Operating Voltage(Vmp) 29.8V 29.9V 30.OV 30.1V 30.2V Pmax -0.43%/°C A �'''A- ; 1( "� IL1\,41fV�t.W�d7 Q 0 } Optimum Operating Current(Imp) 7.90A 8.03A 8.17A 8.30A 8.43A Temperature Coefficient Voc -0.34%/°C f Open Circuit Voltage(Voc) 36.9V 37.OV 37.1V 37.2V 37AV Isc 0.065%rC .1 Short Circuit Current(Isc) 8.46A 8.59A 8.74A. -8.87A 9.00A Normal Operating Call Temperature 45t2°C . +' w C Module Efficiency 14.61% 14.92% 15.23% 15.54% 15.85% Operating Temperature -40•C_+e5°c Performance at Low Irradiance Maximum System voltage 1000V IEC /600V UL Industry leading performance at low Irradiation - - �zy •, Maximum Series Fuse Rating 15A environment,+95.5%module efficiency from an - r �" t v _ _ Application Classification ClassA irradiance of.1000w/m'to 200w/m' Next Generation Solar MOfiUIe 1 Power Tolerance 0-+5W (AM 1.5,251C) f Under Standard Test Conditions(STC)of Irradiance of 1000WIm',spectrum AM f.6 and cell temperature of 26C ) i Engineering Drawings . F NewEdge,the next generation module designed for multiple- 9 9 9 r NOCT CS6P-235P CS6P-240P CS6P-245P CS6P-250P CS6P-255PX types of mounting systems,offers customers the added e Nominal Maximum Power Pmax 170W 174W -178W 181 W. 185W j ' value of minimal system costs,aesthetic seamless "- - Optimum Operating Voltage(Vmp) 27.2V 27.3V 27.4V 27.5V 27.SV - appearance,auto groundingand theft resistance. 666 Optimum Operating Current(imp) 6.27A 6.38A 6.49A 6.60A 6.71A { II I III Open Circuit Voltage(Voc) 33.9V 34.OV 34.1V 34.2V 34.4V The black-framed CS6P-PX is a robust cell solar module Short Circuit Current(Isc) 6.86A 6.96A 7.08A 7.19A z2sA • - i. incorporating the groundbreaking Zap compatible frame.- under Norma[Operating cell Temperature,Irradiance of 800 Wlm°',spectrum AM 1.5,ambfenl temperature 20C," The specially designed frame allows for rail-free fast wino speed r mJa J Mechanical Data installation with the industry's most reliable grounding I,I system.The module uses high efficiency poly-crystalline CeIlType poly-crystalline 156 x lssmm,2 or eusbars i Cell Arrangement. 60 Key Features silicon cells laminated with a white back sheet and framed (s xao) I I I I I I with black anodized aluminum.The black-framed CS6P-PX Dimensions 1638 x 982 z 4pmm(64.5 x 38.7 x 1".57in) r • Quick and easy to install dramatically is the perfect choice for customers who are looking for a high Weight 20.5kg(45.2lbs) I I I I I reduces installation time quality aesthetic module with lowest system cost. Front cover 3.2mm Tempered glass h ) - - - I Frame Material Anodized aluminium alloy _ F , 1 • Lower System costs - Can cut rooftop ' ) J-BOX - IP65,3 diodes - _ + - Best Quality I installation costs in half ' Cable 4mm'(IEC)/12AWG(UL),1000mm J 235 quality control points in module production 1 � • „ ' � I i Connectors MC4 or MC4 Comparable • Aesthetic seamless appearance - low profile EL screening to eliminate product defects s } Standard Packaging(Modules per Pallet) : 24pcs with auto leveling and alignment Current binning to improve system performance Module Pieces percontainer(40 ft.Container) - 672pcs(40'HQ) _ f • - - I • Accredited Salt mist resistant • Built-in hyper-bonded grounding system - if it's I I-V Curves(CS6P-255PX)_� ' mounted,it's grounded Best Warranty Insurance • Theft resistant hardware • 25 years worldwide coverage 19 s • 100%wa rranty te rm covera g a e • Sectionn,A I t Ultra-low parts count 3"parts for the mounting i • Providing third party bankruptcy rights ' ) and grounding system • Non-cancellable -6 z e If • t • Immediate coverage Industry first comprehensive warranty insurance by i 3 . ` AM Best rated leading insurance companies in the - Insured by 3 world top insurance companies 1 world "s- -.l000alhni Comprehensive Certificates j ' ago.pn2 -25, ` l • Industry leading plus only power tolerance:0- 5W ) - ,n , "-asc • IEC 61215,IEC 61730, IEC61701 ED2,UL1703 _ • Backward compatibility with all standard rooftop and CEC Listed,CE and MCS e 0 c 10 15 20 25 3a 3 ao °° g to I. x to 3d a,• ground mounting systems IS09001:2008:Quality Management System "°•°�`�' "•"°'tv' ISO/TS 16949:2009:The automotive quality speci6wtions included in this datasheet are subject to change without prior notice • Backed By Our New 10/25 Linear Power Warranty management system - 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 t997 q" • QC080000HSPM:TheCertificationfor companies. As a leading vertically-integrated successfully listed on NASDAQ Exchange (symbol- CSIQ) In dded value Fro manufacturer of Ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing sox Hazardous Substances Regulations, m Warranty 4 9 solar systems, .Canadian Solar delivers solar power. capacity of 2.05GW and cell manufacturing capacity of 1.3GW. t OHSAS 18001:2007 International standards for products of uncompromising quality to worldwide" sox occupational health and safety customers. Canadian Solar's world class team of g1c s 10 1s 20 2e ' • REACH Compliance" professionals works closely.with our customers to provide them with solutions for al their solar needs. } 1 {, h r de th I the solo a}ti ' YM s •.10 year product warrant on materials and workmanship _� ^" Z`, . Y P Y p O (:"rJGCEC,�SGS" ,a` 25 year linear power output warranty. I • v 11vww.canad}ansolar.com ,< k t Ie", . . . . eN-ae.ld:lrWarmight02d12Canadiansoiarmc. m .es .+} k tWfi ., :.�" to solar=oo solar o SolarEdge Power optimizer Module Add On for North America P300 1 P350 I P400 SolarEdge Power Optimizer s -� P300 P356 P400 Module Addr I -On For North America (forodules) (formodules) `f mogul eP .m't modules) modules) modules) DNPUT P300 / P350 / P400 �; O a Rated Input DC Powerl`r......... ......:.................... ..... 300 ..... 350 ...... ...... 490 ....... W � �s; ... . ;a. - - Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc ........................... ............ ................... .......... ...... ......... 8-48 8-60 :...8.:80........ .is sr;,;� w..no r,sa "*-,; i : .MPPT Operattng Range ...................................................................... ........ ..... .. ... Maxi mum Short.... cult Current list)..... 10 �Adc v st-r 33 r ,+ . Maximum DC Input Current 12:5 .................................. Ad ... ..., - ................................................................................. 99.5 ...%�.. r. 3 `, b z,s-Kr » k '^; Maximum Efficien ................... .. ... i ....................... ................................................................................................................ r ut'✓. Sr t; a � y ,,. 5�d; - Weighted EfFiciencY ..................................................................... ........9............ ................. .. '...... 'µJft�• Rw' ° dseky^i pfi - ' Overvoltage Category 11 -- �.;' ,« s;.• OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) I `fix x X t r4 X 's ,)•: Maximum Output Current.... ....................... ...... 15 ..... Adc � � - ..... k •,x•t Maximum Output Voltage 60 ..... ....... .. Vdc ' �, -, � tt•M. { y5.. ,,` I OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) 1 Vdc Safety Output Voltage per Power Optimizer � f EMCNDARD COMPLIANCE FCC Part15 Class 8 IEC61000-6-2,IEC61000 6-3 rpF .........................I................... .................. ........ .... .. .......... , Y y1as '3srr ................................ .... ...... -1 class ll safe...UL1741 «n �^^ Safety ............. �. ?YI,. .... .. r mk 6 tNv"� M zv u-.,afwtY1*i;S RoHS Yes }' �,•� sac+tea 'T* ' '�a rlr„w, st INSTALLATION SPECIFICATIONS ) ,: !,.w,r~» t a ,.. mum Allowed System Voltage......................... ..... ...... .. ...... 1000........ _ ... ..Vdc... .r .Maxinsio............ ............... 141 x212x40.5/555x8.34x1.59 mm/m Dimensions(W x L x H) ...................................................................... .. Weight llncluding cables) ............ ...................... 50/2.1 ................. gr/Ib Input Connector .......... .........MC4/AmPhenol/Tyco........................ ........... rid r-dlu., ,, - Connect Double Insulated;.Am phenol +•s,1 kr rhn �'3:,. Output WlreType/Connector ............ P ................ .............. ........... ...... ...... ... ... ... .. ... ...0.95/3.0.. ..1.2/3.9 ...m/.k.. ...a� '..� " a .t�r; .> •.v: 1y k :,:, J .,%�.'s; r N.,, Irh ^ .�:Y.,. ,v.':z. Output Wve Length ,. ........ ... .,.'`* .,.:: ,»s, .'h�'z° J¢,i''a;.`ht} .».+.. xj ,d. a "Y,:9,,�nt* `PM,..f: f •:, - _ Operating ennpe atur...................:.......1.........:............:. ....... I -0tr-+85 -40 +185 .Coco/.�... Operating Temperature Range ..... .... ...... ....... �. ............. .......... .................. IP65/NEMA4 Protection Rating ....... ... .... .......... . ... ..... .... 0 100 ...%... s ,,,3ttd�';r��` J'.,: ��..� * wI v ;.� 7 .,i. �` `�cat•�' �+r, t,,, Relative Humidity...................... ....... ...... ..... w... ........................................... ..... ..... r: g*`yt' j+ tL Fc ; 'tltl �; xaroasre oo.�.or me rooe�m.aoo.i�or.a ro.sx oowe.raero..e miowea .,."tit q 1 ' - . tr ., r „, Y :• ; PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE J, SINGLE PHASE 208V 480V INVERTER - PV power optimization at the module-level =° Minimum string Lengtn--....(Powe Optimize.I. R 1D is , — Up to 25°/more energy _ r' - Maximum5trmgngth(Pwer Optimizers) 25 25 50 .ximum.tying Length Opti..........................................................:............ ... ......... a gY - Maximum Power per String5250 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 .t VilModule-level voltage shutdown for installer and firefighter safety +r -ai�u."'"+C1r,,:.,�T`k' , iv's ^;�' .i> "s �. USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL AUSTRALIA WWW.SOlaredge.u5 t;r a A Sin le Phase Inverters for North America � �i solar=oo 9O SE3000A-US/SE380OA-US/SE5000A-US!SE6000A-US/ =oo s� tip,, ,1-��`� SE7600A-US/SE10000A-US/SE1140DA-US "w Fps x t a f SE3000A-US SE380OA-US SESOOOA-US SE6000A-US SE760OA-US SE10000A-US SE11400A-US ! + � t}�1j )OUTPUT 9980@208V . ,t .. 4 Nominal AC Power 3000 3800 5000 6000 7600 11400 VA SolarEdge Single Phase Inverters �a / . , .r :. ..........zoa� ... .. ... ... .load@zo$. ... .. .. ;. Max.AC Power Output 3300 4150 5450 @240V 6000 8350 10950 @240V 12000 VA For North.America a_ .... ..... .. .....n-N.,... a.. .... . .. ,.. -�' ' . ` � .� �-�}ii -- - AC Output Vol[age Mm Nom Max• - ✓ - r ✓ .183-208-229 Vac- ..... .. ... ... .. SE3000A-US/SE3800A-US/SE5000A-US/S'E600DA-US/ o t.put -........ sl ` -''' "�., R,.,y AC Output Voltage Min:Nom Max.• ..,..: 211-240-264 Vac ✓ ✓ ✓ ✓ ✓ ✓ ✓ .... -US ` SE7600A-US/SE1000OA /-US SE11400A AC Frequency Min:Nom:Max,. 59.3 ,60 60.5(with HI country setting.57 60 60.5) H2 _.•. Max.Continuous Output Current ... :....1Z.5... .I......16......I: 21 @,240V..I. ..ZS ....:L...,. .32....:.� 42 @ 240V._:L.....47.5. ... A - . .. .................................... 1 _ . GFDI F Utility Monitoring,Islandi J, Protection,Country Configurable - . . .Yes - ��pvertei - Thresholds -. - �f��� t . INPUT - 3 7500 95 12400 14250 WRecommendedMax.DCPower" 750 4750 6250 ..(ST ... .. a .......... ........ Yes (- Transformer less,Un rounded Max.Input Voltage. 500 ... ..--. ......... Vdc ...................... ........ ....:. -....::-. ....::.. .325 @ 208V/350 @ 240V - Vdc.--- . ...... _ .. .......... ... .. ... .... .... .. ..- „. r .x ,. .......................... ...... .... :.. ... 16.5 @ 208V ...33 @ 208V... Max.Input Current- 9 5. 13 •, 18 23• 34.5 Adc . . 15 OV ( I 30.5 40V "'- a:�""'' _""`-'�' { -. -• ,�, i "` `'.. Max.Input Short Circuit Current .................. 30 - - --; .........- .. ......... ........................ ..... ........... .................................... Reverse-PolarityProtection .. .. .......... ..... -.Y.e..s............................................................ ................. .............:...:.... . ...... .......... - . . -• ----- �=r` • •t-->` Ground-FaultIsolationDetection 600knSensitivity - - i - - MaximuminverterEfficiency 977 •987 983 - - 983 98•••- 98 ••,• 98 % I.,, ¢,W ...................... , . . .. ..... ` '` •- `" CEC Weighted Efficient 97.5 .98 7 @ 208V 97.5 97.5 97 @ 208V 97.5 % - g' ', Vie.",, • ..^ p y,r�`,-;` 8 Y I ( 998@,240V .I............... .. ..-..I _97..... V -. ........................................... ..... ..-. - - ..Nighttime Power Consumption... �<2.5 _. �e rr� 1 I ADDITIONAL FEATURES +__ ... - --- _ •>- -° ;' :.. , - -� '': SupportedCommunicationlnterfaces ,.•••••••-- •,••••.••• RS485,RS232,Ethernet,ZigBee:(optional)•.•••••••••••--••••,•••• - .... r -• - y - - :-- .,..... =:.a ••RevenueGradeData ANSIC12.i.... _ .... ...Optional - t4 ; t 1 I STANDARD COMPLIANCE ........... . ................:.......UL1741/UL 99816998 UL1 CSA 22.2 - ' - - Grid Connection Standards ... ........ ... ...IEEE1547... ......... .. .. . ...: ........ .-....... .............................. J, ", ; ,.y ,° Emissions .. .FCC part1S class B ' I INSTALLATION SPECIFICATIONS - _ y I� .,'` y,: •, 4 3/4 minimums/8 3 AWG .' J4.. ;. .• AC output condwt sae/AWG range ......3....minimum 24 6 AWG.... . . ................ .-.... 1 ........ .. :.. l - •�+.•s�•-• ""1 _ ,.r,;.e DC input conduit size/N of strings/ .:.. - -.. . - 3/4"minimum/1-2 strings/24-6 AWG :. 3/4'minimum/1-2 strings/14 6 AWG- { ,.•, ,. _ t AWG ran e - 1 Dimensions with AC/DC Safety 30.Sx 12.5 x 7/ 30.5 x 12.5 x 7.5/ 30.5 x 12.5 x 10.5/775 x 315 x.260 Tim / - i... "` `x ;>•~z, •' s r. -; ,- ,: .3",, - Switch(HxWxD 775 x 315 x 172 775 x315 x 191• ^k x. ._.,= e b -°:.,a axc>,:!•- ,�.' - .. , afe Switch 51.2 23.2 .:...54.7/24.7. ••88.4/40.1 lb/kg.. t '': ,,,.,....,., ,o :.:,..-,...,:,..... '--,.:, • 1., ?i :y�„'.r:: Weight with AC/DC S tY / ... . - .•.:Cooling-••••• ........I. ...• - N......Convection -„•... ,-„ Fans(user replaceable) _ - �, Noise •<25 ... <so dBA ,. _ ...i.. ........ .. .... .... 1. 1, 1. .1 1, ,1 -. •. The best choice for SOlarEdge,enabled system$ Min-Max.Operating Temperature 13to+140/-25to+60(CANversion"•"-40to+60) F/"C Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance -Range ----:., :...... . . ProtecbonRatin�........... . . . ........NEMA 3R..... ..... ....... .. . Superior efficiency(98%) - - 'Far other re•••isettin lease rontaa SolarEdg support. ••• giona settings p Small,lightweight and etas to install on provided bracket •'Umitedto125%forloatlonswheretheyeahaveragehightemperatureisabo 77f/25Candto135%forlaationswheredisbelow77F/25•C. y (� For detailed information,refer to htt /----- I /fil /odh/n d ov s na auid °df 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 mkmFIT(miroFrt e-5E11400A-US-CAN). Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only A Pre-assembled AC/DC Safety Switch for faster installation Optional-revenue grade data,ANSI C12.1 sunsPEc p t r t USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL wwwsolaredge.us �`