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HomeMy WebLinkAbout0596 OLD STRAWBERRY HILL ROAD Do Ok glgl, PRE SS PERMIT Town of Barnstable *Perini 2.2013 Expires iweth froyAme date Regulatory Services Fe Hnxxsr�are. 3 Thomas F.Geiler,Director ARNSTABLE Alfp � Building Division Tom Perry,CBO, Building Commissioner 200 Main.Street,Hyannis,MA 02601 www.town.barnstable.ma.us Officer 508-862-4038 Fax: 508-790-6230 EXPRESS PERA UT APPLICATION - RESIDENTUL ONLY �l Not.Valid without Red X-Press Imprint V ` Map/parcel Number W. ... 1. ` Property.Address`-1 CIe 1 1 L`-- (:j eside_ntia-VI lue of Work a Minimum fee of$35.00 for.work under$6000.00 Owner's Name&Address 5 ,,A z G3 Contractor's Name Telephone Number Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: ❑ Ian a sole proprietor j1_ _am 1e off meowner.y ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) e�s_ide #of doors ❑ Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors.License is required. )). SIGNATURE: :. .. . . . Q:\WPFIl.ES\FORMS\building permit forms\FMRESS.doC The Callnimaoa[nwaltia;v,f Massrachusetft Depwhnmt of Industial Acciden& ,JV,4 Office of Investigations 600 Washington, 'Street Boston, #2111 wmv..mas&gvv/din. Worms' Compensation Insurance Affidavit: Biaiders/Coats-actnrslEIectr cians/Pbambers Applicant Information } Please Print Legibly I� .ameeosi ssrOFgani tinmtl�diviciva1): /_ _41n Nei 6 led C;r -Sty / : onr✓ Are you an.empleyer?Check the appropriate bow Type of project(required): 4. ❑ I am.a general contractor and I 1.❑ I am a employer with 6_ ❑New construction employees(full and/or pa me)_* have hired the sub-contactors 2.❑ I am a sole prvprie7oi or partner- , listed on the attached sheet I- ❑.Remodeling ship and have no employees These sub-contractors have 8_ ❑Deuwlitiza working forme in any capacity. employees and have wcdms' 9_ ❑Building.addition [No workers'commp_insurance comp_instleanet J 5- ❑ We are a.corporation and its 10.❑Electrical repairs or additions -'`�41ired-] officers have exercised thei I_ Plumbing airs or additions am a homeowner doing all wcuk r 1 ❑ g right of exemption per 1vIGL myself [No workers'comp- 12.❑Roof repairs Insurance required.]? c. 152, §1(4)and we have no employees.[No workers' 13,[�"Cftlmer ) camp_insurance required_} � *Any apphca t that checks box#Lmast also fill out the section below showing theirwodseas'comapeusatian policy information 1 Homeownm wlo submit tbis affidavit indicating they axe doing ail wat aod then ham Outside coanttactors n. submit a new affidavit indicating Bach. ICantractors that check this boa must attached an additional sheet showing the name of the vab-contractors and state wbethres or not those entities have empinyces. If the sub-contmaors have emplums,they mun Ir'nde their workers'comp.policy number. I sin an employer fhatisproW&ng wnrlrers'compPrrt a ien insurance for niy ampLayee& Below is thepoiicy tmd,job srte . itr�'oratrrtt�n. . Insurance Company Name: Policy#or.W-ins.Lic_#: Expiration Date: Job Site Address: City/State/Zip. Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500-00 andlor one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER Ell 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 Im-estigations of the DIA for insurance coverage verificaficn- I do hareby cerWfy tutdsr the ins andpenaWss of tflat the in forrirtatioa pro dud ahm is&no and correct S. 2 - Phone#: Oflk*l Use only: Do not+nits in thug avert,tribe c�+lt�pisted by c*ortemi pfcia! City or Town: PermitUcense# Issuing Authority(circle one): 1.:Board:of Health I Building Department 3.City/awn Cleric d.Electrical Inspector. S.Plumbingg Inspector 6.O tliter.. Contact'Person: Phone HARNSTABLE, t63q. �0 Town Of Barnstable ArFp rAp'l A Regulatory Services Thomas F. Geiler,Director Building Division Thomas Perry, CBO: Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.m:i.us Office: 508-862-4038 Fax 508-790-6230 d Pro erty Owner st Complete nd Sig his Section ' 3, If Us' g Builder h ; as Owner of th subject property hereby authorize to a t on my behalf, in all matters relative to work authorized this building permit application f,r: (Address of Job) Signature of Owner Date Print Name , If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side.� . Q:\WPFILESTORMS\building permit forms\EXPRESS.doC c, °F'VHE Town of Barnstable P Regulatory-Services RMNSTABLFE ` Thomas F.Geiler,.Director 9�A q 6 TFor +a Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.mams Office:. 5087862-4038 Fax: 508-790-6230 HOMEOWNER R LICENSE EXEMPTION Please Print CDAT — Z — JOB OCATiOM— - � C�G� S(macr number street village "HOMEOWNER'': name home phone work phone# —- 02 (�^ ' Iv-ti L C�x�/of CURRENT MAILING ADDRE 6[ city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER, Person(s)who owns a parcel of land on which he/she resides or.intends to reside,on which there is,or is intended to be,a one or two- family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws, rules and regulations. The undersigned "homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and.requirements and that he/she will comply with said procedures and requirements. �`'"^�—Signature_of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION- The Code states that: "Any homeowner performing work for which.a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as...- superYisor." . . _ , Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires.unlicensed persons. In this case,our Board cannot proceed against the unlicensed,person as it would with a licensed.Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner I' certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns, You may care t amend and adopt such a form/certification for use in your community. 0:\WPFILES\FORMS\building permit forms\EXPRESS.doc MASSACHUSETTS (Quitclaim) revised 01/01/92 REO NO.: P110BGQ FEDERAL NATIONAL MORTGAGE ASSOCIATION A/K/A "FANNIE MAE", a corporation organized under an Act of. Congress and existing pursuant to the Federal M National Mortgage Association Charter Act, having its principal office in the City of oWashington, District of Columbia, and an office for the conduct of business at 14221 Dallas Parkway, Suite 1000, Dallas, Texas 75254-2916 (hereinafter called the Grantor) ai Z for consideration of One Hundred Ninety-Three Thousand and 00/100 Dollars �? ($193,000.00), paid c a� U grants to Segundo Calle and Maria Calle, husband and wife, tenants by the entirety, o now of 596 Old Strawberry Hill Road, Centerville, MA 02632, with quitclaim covenants, t SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF 3 T For Title Reference, see Foreclosure Deed recorded in the Barnstable Registry U) District of the Land Court in Document No. 1,187,772, Certificate No. 196657 on O March 30, 2012. n' UNDER AND SUBJECT to any L existing covenants, easements, encroachments, W conditions, restrictions, and agreements affecting the property. a� THIS DEED is given in the usual course of the Grantor's business and is not a conveyance of all or substantially all of the Grantor's assets in Massachusetts. a� o The Grantor is exempt from paying the Massachusetts state excise stamp tax by a-_ virtue of 12 United States Code §1452, §1723a, or§1825. TOGETHER WITH all and singular the improvements, ways, streets, alleys, passages, Water, watercourses, right, liberties, privileges, hereditaments, arid appurtenances whatsoever hereto belonging or in anywise `appertaining and the reversions and remainders, rents, issues and profits thereof, and all the estate, right, title, interest, property, claim and demand whatsoever of the said Grantor.in law, equity, or otherwise howsoever, of and to the same and.every part thereof: DATE: Feb. 7, 2011 TO: Building File FROM: R. Anderson RE: 596 Old Strawberry Hill Road, Hyannis Received call from Officer Steven Barrett; BPD concerning use of property. Owner Carl Rufo rents 5 rooms to homeless. Property is owner occupied. PD responded for tenant-landlord dispute involving a restraining order. Conditions not terrible, not a basement apartment. Rooms are as follows:3 rooms upstairs, 2 on first floor and 1 in former garage. Officer Barrett does not believe owner is associated with any homeless advocate. Parcel Detail Page 1 of 2 - _ 61.�� `egged In As: Parcel Detail Monday, February 7 2011 Parcel Lookup Parcel Info Parcel ID 273-100 l Developer SLOT 5 I Lots Location 596 OLD STRAWBERRY HILL ROAD Pri Frontage`90 Sec Road sec Frontage Village HYANNIS Fire District'HYANNIS Sewer Acct Road Index 1 175 Asbuilt Septic Scan: Interactive '�� �� - _ .11 273100 1 Map " '7ti - Owner Info Owner RUFO, CARL J& I Co-Owner BERENS, CAROL L Streeti 596 OLD STRAWBERRY HILL ROAD I Street2 ' _.. _. u_ ...___� City CENTERVILLE state MA zip 02632 Country' - Land Info Acres fo. use Single Fam MDL-01 I zoning SRC-1 Nghbd z0105� Topography,Level I Road iPaved Utilities;Public W as ater,G ,SeptlC�����M � � ) Location Construction Info Building 1 of 1 Year 1972 1 Roof GablelHip Ext Wood Shingle Built -- Struct' Wall Living R _. oof AC L.__ _ _._ _ Area 1794 Cover rAsph/F GIs/Crop l Type NoneAH PT6 ' Int _. 11 Bed: __., ' Style Cape Cod Wall=Drywall I Rooms a 5 Bedrooms 4 ,. Model,Residential Int 1 Bath'---- Full + 1 H Floor f 1 Rooms6 , � r Heath Total. �� � x1 Grade erage Minus Av Type Hot Water Rooms E7 Rooms 1 Heat;" Found- Stories,1 1/2 Stories l Fuel i ation Poured Concµ ) ` `' ' Gross 3514 Area Permit History http://issql/intranet/propdata/ParcelDetail.aspx?ID=21016 2/7/2011 V Parcel Detail Page 2 of 2 Visit History Date Who Purpose 8/4/2008 12:00:00 AM Karen Perry In Office Review 2/7/2006 12:00:00 AM Gary Brennan Meas/Listed-Interior Access 5/31/2002 12:00:00 AM Paul Talbot Meas/Listed-Interior Access 3/14/2000 12:00:00 AM John Greene Cycl Insp Completed-Update 5/15/1990 12:00:00 AM IML Sales History Line Sale Date Owner Book/Page Sale Price 1 12/31/2007 RUFO, CARL J & C184935 $1 2 9/12/2007 RUFO, CARL J C184099 $255,000 3 3/28/2007 FEDERAL NATIONAL MORTGAGE ASSOC C182675 $276,107 4 10/6/2005 VASCONCELLOS, CARLOS S& C178166 $330,000 5 11/5/1999 LEE, MELINDA B C155455 $152,200 6 HUFNAGEL, FRANCIS X & ELIZABETH IC40204 11 $0 - Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2011 $155,500 $3,500 $0 $98,500 $257,500 2 2010 $155,200 $3,500 $0 $98,500 $257,200 3 2009 $154,300 $2,600 $0 $135,100 $292,000 4 2008 $160,400 $2,600 $0 $140,700 $303,700 6 2007 $182,800 $2,600 $0 $140,700 $326,100 7 2006 $143,600 $2,600 $0 $141,700 $287,900 8 2005 $131,500 $2,600 $0 $125,600 $259,700 9 2004 $104,700 $2,600 $0 $144,400 $251,700 10 2003 $93,700 $2,600 $0 $37,900 $134,200 11 2002 $93,700 $2,600 $0 $37,900 $134,200 12 2001 $93,700 $2,700 $0 $37,900 $134,300 13 2000 $74,900 $2,500 $0 $24,000 $101,400 14 1999 $74,900 $2,500 $0 $24,000 $101,400 15 1998 $74,900 $2,500 $0 $24,000 $101,400 16 1997 $70,000 $0 $0 $24,000 $94,000 17 1996 $70,000 $0 $0 $24,000 $94,000 18 1995 $70,400 $0 $0 $24,000 $95,000 19 1994 $70.200 $0 $0 $27,000 $97,800 20 1993 $70,200 $0 $0 $27,000 $97,800 21 1992 $79,800 $0 $0 $30,000 $110,500 22 1991 . $93,400 $0 $0 $42,000 $136,100 23 1990 $94,600 $0 $0 $42,000 $137,300 24 1989 $94,600 $0 $0 $42,000 $137,300 - 25 1988 $68,200 $0 $0 $16,100 $85,000 26 1987 $68,200 $0 $0 $16,100 $85,000 27 1 1986 1 $68,200 $0 $0 $16,100 $85,000 Photos http://issgl/intranet/propdata/ParcelDetail.aspx?ID=21016 2/7/2011 Map Page 1 of 1 Town of Barnstable Geographic Information System New Search I Home Help Parcel Viewer F Custom Map b,-,rs7 Map Size ® Zoom Out E J E l]I E E E jIn ]PG ( Map: 273 Parcel: 100 Full ! Property 277121 Location: 596 OLD STRAWBERRY HILL ROAD Info i q Blt Owner: RUFO,CARL J& � r , { 173090 273232 j ABOB — -- 273120 a65 Location Inforrnatwn .. -_.._ .I Map&Parcel 273100 +' Location 596 OLD STRAWBERRY HILL ROAD Acreage 0.19 acres 1 - Current Owner 1 Mailing Address RUFO,CARL J& 4 BERENS,CAROL L 273100 596 OLD STRAWBERRY HILL ROAD 3 fN580' ��. CENTERVILLE,MA 02632 " 173007 ... _..... '_3 Appraised Value(FY 2011) 4 Extra Features $3,500 fl; Q� 273231 p77 j Out Buildings $0 as i Land $98,500 # Buildings $155,500 # j Total Appraised $257,500.17111 gg? N 581 p508 ! Assessed Value(FY 2011) x .............. _......... .. .......... ........ .._.. _ ` Extra Features $3,500 7 046 Feet Out Buildings $0 �r Land $98,500 Buildings $155,500 Set Scale 1" =46 I Aerial Photos , . I MAP DISCLAIMER Total Assessed $257.500 Copyright 2005-2010 Town of Barnstable,MA All rights reserved.Send questions or comments to GIS Barnstab!eMA v:.2.,1015[Prod icLior: } http://66,203.95.236/arcims/appgeoapp/map.aspx?propertyID=273100 2/7/2011 L_ TOWN OF BARNSTABLE BUILDING PERMIT AIPPLICATION Ma 3 Parcel 8u/tD//VG p 7 ce 2� � Cpr Application # Health Division JAN o 5 231 Date Issued Conservation Division �Olvnt ,Cr_ Application Fee Planning Dept. ZE Permit Fee U I lD Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis ��'►P,5 L S FU Project Street Address &rZxWV_W_JCVLA Village ('_,P_A 4e.r ydle 13 Owner MAJ;Q Max cno P- 0alt2 Address ��l Telephone 6S06) ZLl l - 2_-180 n Permit Request —ns��(���c be-, d� atA »n�2y�y,y�zC,�e ► -06� <,Ja y- Square feet: 1 st floor: existing proposed C 2nd floor: existing proposed 0 c Total new Zoning District M-4 Flood Plain Groundwater Overlay Project Valuation U 0.go Construction Type Lot Size 0- I 1 (8a,14) Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 5d/ Two Family ❑ Multi-Family (# units) Age of Existing Structure 'IS✓rs. Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) to 00 A Number of Baths: Full: existing I new N Half: existing l new Number of Bedrooms: .5, existing O/Cnew Total Room Count (not including baths): existing 7 new First Floor Room Count Heat Type and Fuel: ® Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes C/ No Fireplaces: Existing INew Existing wood/coal stove: ❑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 SU^1r0 Orr Telephone Number CgTa� _793 ' 6684 Address -3y r,-,e-64 5T 4400 License # CS 06003� �(lr1ait �DO�t�u�� , VVI !� 01751 Home Improvement Contractor# _ 118cl 3-1 Email Cra►a.orV\ (;�50A4' y4\0 _ Covn Worker's Compensation # LVC011(04600- wc. co p 3�aco wZ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 1hQ� 1��&� - 7�q �e,+ SIGNATURE DATE 1 S' - I FOR OFFICIAL USE ONLY APPLICATION # ` DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE -ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING l7 DATE CLOSED OUT ASSOCIATION PLAN NO. ►ce of Consumer anzm�ruuera�d�°�� a�luanl Affairs&Business Re ME IMPROVEME Regulation ,NT CONTRACTOR License or registration valid for individual use only eg pira ion. 9 7 before the expiration date. If found return to: Expiratiq� TYPe: Office of Consu Y SUNRUN INC. 0/2J211i8 Su 10 Park C Consumer Affairs and Business PPlement Card Plaza-Suite 5170 Regulation Boston,MA 02116 595 MARKET ST 29TIi SAN FRANCISCO CA 94166- Undersecretary --- _ Not id with�,ignatur, y The Commonwealth of Massachusetts _ Department of Industrial Accidents a o I Congress Street, Suite 100 Boston,MA 02114-2017 M www.mass.gov/dia NN'orkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Leeibly Name (Business/Organization/Individual):Sunrun, Inc. Address:775 Fiero Lane, Suite 200 City/State/Zip:San Luis Obispo, CA 93401 Phone#:978-549-9438 Are you an employer?Check the appropriate box: Type of project(required): 1.�✓ I am a employer with 35 employees(full and/or part-time).* 7. ❑New construction 2. I am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling any capacity.[No workers'comp.insurance required.] 3.❑I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. El Demolition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 ❑Building addition ensure that all contractors either have workers'compensation insurance or are sole I L❑Electrical repairs or additions proprietors with no employees. 12.[:]Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑ p Roof repairs These sub-contractors have employees and have workers'comp.insurance.$ 14. Other Rooftop Solar 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. =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 employees. Below is the policy and job site information. Insurance Company Name:Zurich American Insurance Company Policy#or Self-ins.Lic.#:WC013696002&WC013696102 Expiration Date: 10/0 1/2017 Job Site Address: 596 Old Strawberry Hill Road City/State/Zip:Barnstable MA 02632 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by 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.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 pains amend penalti of perjury that the information provided above is true and correct. Signature: , ' (' Date: Phone#:978-793-85 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 r Contact Person: Phone#: - ,4c R CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD""") L.� 9/29/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(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 Arthur J. Gallagher&Co. NAME:NAME: 415-546-9300 FAQ 415-536-8499 Insurance Brokers of CA. Inc. License#0726293 E-MAIL 1255 Battery Street#450 San Francisco CA 94111 INSURERS AFFORDING COVERAGE NAIC# INSURERA:Zurich American Insurance Company 16535 INSURED SUNRINC-01 INSURERB:James River Insurance Company 12203 Sunrun Installation Services, Inc. INSURER C:Houston Casualty Company 42374 775 Fiero Lane, Suite 200 San Luis Obispo, CA 93401 INSURER D:Endurance Risk Solutions Assurance 43630 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 1728273535 REVISION NUMBER: 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. ILICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DDY/YYYY M EFF WDD/YYYY LIMITS B X COMMERCIAL GENERAL LIABILITY 000641242 10/1/2016 10/1/2017 EACH OCCURRENCE $1,000,000 CLAIMS-MADE �X OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $300,000 MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 X POLICY JECT PRO LOC PRODUCTS-COMP/OPAGG $2,000,000 PRO- OTHER: Total Policy Limit $10,000,000 AUTOMOBILE LIABILITY COMBINEDST1717=1 $ Ea accident ANY AUTO BODILY INJURY(Per person) $ AUTOSSVNED SCHEDULED BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident C UMBRELLA LIAB Xd OCCUR H16XC5023204 10/1/2016 10/1/2017 EACH OCCURRENCE $5,000,000 D X EXCESS LIAR EXC30000181000 10/1/2016 10/1/2017 CLAIMS-MADE AGGREGATE $5,000,000 DIED I I RETENTION$ $ A WORKERS COMPENSATION WC013696002 10/1/2016 10/1/2017 PER OTH- A AND EMPLOYERS'LIABILITY y/N WC013696102 10/1/2016 10/1/2017 X STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) WC013696002-$25,000 Deductible;WC013696102-FL, HI, MA, NJ, NY, OR,VA,WI only. Named Insureds: Sunrun Inc., Sunrun Installation Services Inc., Sunrun South LLC,AEE Solar, Inc., Clean Energy Experts LLC, Sunrun Solar Electrical Corporation Re: Permitting within jurisdiction. CERTIFICATE HOLDER CANCELLATION Town Of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 367 Main St. ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis MA 2601 ' AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) . The ACORD name and logo are registered marks of ACORD structural January4,2017 ENGINEERS Sunrun Inc. 133 Technology Dr,Suite 100 Irvine,CA,92618 Subject:Structural Certification for Installation of Solar Panels Job Number:2017-00022 Client:Maria Maldonado De Calle-221R-596MALD Address:596 Old Strawberry Hill Road,Centerville,MA 02632 Attn.:To Whom It May Concern A field observation of the condition of the existing framing system was performed by an audit team from Sunrun Inc.. From the field observation of the property,the existing roof structure was observed as follows: The existing roof structure consists of: • Composition Shingle over Roof Plywood is supported by 2x6 @ 16"o.c.SPF#2 at ARRAY 1.The rafters are sloped at approximately 45 degree and have a maximum projected horizontal span of 11 ft 9 in between load bearing walls. • Composition Shingle over Roof Plywood is supported by 2x6 @ 16"o.c.SPF#2 at ARRAY 2.The rafters are sloped at approximately 20 degree and have a maximum projected horizontal span of 11 ft 8 in between load bearing walls. Design Criteria: • Applicable Codes=780 CMR,ASCE 7-05,and NDS-05 • Ground Snow Load=30 psf • Roof Snow Load=13 psf ARRAY 1;20.8 psf ARRAY 2 • Roof Dead Load=12.7 psf ARRAY 1;9.6 psf ARRAY 2 • Basic Wind Speed=110 mph Exposure Category C As a result of the completed field observation and design checks: • ARRAY 1:it is adequate to support the loading imposed by the installation of solar panels and modules.Therefore,no structural upgrades are required. • ARRAY 2:it is adequate to support the loading imposed by the installation of solar panels and modules.Therefore,no structural upgrades are required. I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements without structural upgrade in accordance with the 780 CMR. P�IN OFMq If you have any questions on the above,do not hesitate to call. qc PAULK. tiG n, Prepared By: ZACHERSTRUCTURAL PZSE,Inc.-Structural Engineers No.50100 co Roseville,CA FSS�ONALENG R F , ' • . � 81 i 50 Sierra College Boulevard, Suite 150, Roseville, CA 95661 T 916.961.3960 F 916.961.3965 W www.pzse.com Experience ( Integrity I Empowerment zN structural January 4, 2017 ENGINEERS Sunrun Inc. 133 Technology Dr,Suite 100 Irvine, CA 92618 Attn.:To Whom It May Concern re:Job 2017-00022 : Maria Maldonado De Calle-221R-596MALD The following calculations are for the structural engineering design of the photovoltaic panels located at 596 Old Strawberry Hill Road, Centerville, MA 02632.After review, PZSE, Inc. certifies that the roof structure has sufficient structural capacity for the applied PV loads.. If you have any questions on the above,do not hesitate to call. �P�TN OF A,t 4S., PAULK. cy GN ZACHER m Prepared By: o � STRUCTURAL PZSE, Inc. -Structural Engineers No.50100 Roseville, CA NALENG\ 8150 Sierra College Boulevard, Suite 150, Roseville, CA 95661 T 916.961.3960 F 916.961.3965 W www.pzse.com Experience { Integrity Empowerment Project: Maria Maldonado De Calle -- Job#: 2017-00022 PZ% Date: 1/4/2017 Engineer: QP Gravity Loading Roof Snow Load Calculations pg=Ground Snow Load= 30 psf Ce=Exposure Factor= 0.9 (ASCE7-Table 7-2) Ct=Thermal Factor= 1.1 (ASCE7-Table 7-3) i 1=Importance Factor= 1 pf=0.7 C.Ct I pg 21 psf (ASCE7-Eq 7-1) where pg<20 psf,Pf min=I x pg= N/A where pg>20 psf,Pf min=20 x I= N/A Per ASCE 7-05,minimum values of Pf shall apply to hip and gable roofs with slopes less than the larger of 2.38-and(70/W)+0.5. Therefore,pf=Flat Roof Snow Load= 21 psf p5=CSpf (ASCE7-Eq 7-2) Cs=Slope Factor= 0.625 ARRAY 1 Cs=Slope Factor= 1.000 ARRAY 2 Ps=Sloped Roof Snow Load= 13.0 psf ARRAY 1 Ps =Sloped Roof Snow Load= 20.8 psf ARRAY 2 PV Dead Load=3 psf(Per Sunrun I --] nc.) Roof Live Load= 12.00 psfARRAY 1 Roof Live Load= 19.63 psf ARRAY 2 Note:Roof live load is removed in area's covered by PV array. Roof Dead Load ARRAY 1 Composition Shingle 2.00 Roof Plywood 1.50 2x6 Rafters @ 16"o.c. 1.13 Vaulted Ceiling 4.00 Miscellaneous 0.37 Total Roof DL ARRAY 1 9.0 psf DL Adjusted to 45 Degree Slope 12.7 psf Roof Dead Load ARRAY 2 Composition Shingle 2.00 Roof Plywood 1.50 2x6 Rafters @ 16"o.c. 1.13 Vaulted Ceiling 4.00 Miscellaneous 0.37 Total Roof DL ARRAY 2 9.0 psf DL Adjusted to 20 Degree Slope 9.6 psf 2of6 " Project: Maria Maldonado De Calle -- Job#: 2017-00022 Pza Date: 1/4/2017 Engineer: QP Wind Calculations Per ASCE 7-05 Components and Cladding Input Variables Wind Speed 110 mph Exposure Category C Roof Shape Gable Roof Slope 45 degrees Mean Roof Height 15 ft Building Least Width 26 ft Effective Wind Area 10.9 sf Roof Zone Edge Distance,a 3.0 ft Controlling C&C Wind Zone Zone 3 Design Wind Pressure Calculations Wind Pressure P=qh*(G*Cp) qh=0.00256* Kz* Kzt* Kd *VA * I (Eq_6-15) Kz(Exposure Coefficient)= 0.85 (Table 6-3) Kzt(topographic factor)= 1 (Fig.6-4) Kd(Wind Directionality Factor)= 0.85 (Table 6-4) V(Design Wind Speed)= 110 mph Importance Factor= 1 (Table 6-1) qh= 22.4 psf Standoff Uplift Calculations Zone 1 Zone 2 Zone 3 Positive GCp= -1.00 -1.69 -2.59 0.50 Uplift Pressure= -22.33 psf -37.93 psf -58.05 psf 11.14 psf Attachment Dead Load= 3.00 psf 3.00 psf 3.00 psf Max Rail Span Length= 4.00 ft 4.00 ft 4.00 ft Longitudinal Length= 2.73 ft 2.73 ft 2.73 ft Attachment Tributary Area= 10.92 sf 10.92 sf 10.92 sf Footing Uplift= -224 Ib -394 Ib -614 lb Fastener Capacity Check Fastener= 5/16 inch Number of Fasteners= 1 Minimum Threaded Embedment Depth= 2.5 Pullout Capacity Per Inch= 205 Ib Fastener Capacity= 820 Ib 820 lb capacity>614 lb demand Therefore,OK r 4 " 3of6 Project: Maria Maldonado De,Calle --Job#: 2017-00022 PZffl Date: 1/4/2017 Engineer: QP Framing Check ARRAY 1 PASS w=38 pif Dead Load 12.7 psf PV Load 3.0 psf Snow Load 13.0 psf � 2x6 Rafters @ 16"o.c. 0 Member Span=11'-9" Governing Load Comb. DL+SL Note:Attachments shall be Staggered. Total Load 28.7 psf Member Properties Member Size S(in A3) 1(in^4) Lumber Sp/Gr Member Spacing 2x6 7.56 20.80 SPF#2 @ 16"o.c. Check Bending Stress Fb(psi)= f'b x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.3 x 1.15 Allowed Bending Stress=1504.3 psi Maximum Moment = (wLA2)/8 = 660.399 ft# = 7924.79 in# Actual Bending Stress=(Maximum Moment)/S =1048 psi Allowed>Actual--69.7%Stressed — Therefore,OK Check Deflection Allowed Deflection(Total Load) = L/180 (E=1400000 psi Per NDS) = 0.783 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*LA4)/(384*E*I) = 0.545 in = L/259 < L/180 Therefore OK Allowed Deflection(Live Load) = L/240 0.587 in Actual Deflection(Live Load) _ (5*w*L^4)/(384*E*I) 0.256 in L/551 -< L/240 Therefore OK Check Shear Member Area= 8.3 inA2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1114 lb Max Shear(V)=w* L/2 = 225 Ib Allowed>Actual--20.2%Stressed -- Therefore,OK 4of6 Project: Maria Maldonado De Calle -- Job#: 2017-00022 PZ% Date: 1/4/2017 Engineer: QP Framing Check ARRAY 2 PASS w=45 plf Dead Load 9.6 psf PV Load 3.0 psf Snow Load 20.8 psf 2x6 Rafters @ 16"o.c. Member Span=11'-8" i Governing Load Comb. DL+SL Note:Attachments shall be Staggered. Total Load 33.4 psf Member Properties Member Size S(in A3) 1(in A4) Lumber Sp/Gr Member Spacing 2x6 7.56, 20.80 SPF#2 @ 16"o.c. Check Bending Stress Fb(psi)= f'b x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.3 x 1.15 Allowed Bending Stress=1504.3 psi Maximum Moment = (wLA2)/8 = 757.685 ft# = 9092.22 in# Actual Bending Stress=(Maximum Moment)/S =1202.3 psi Allowed>Actual-80%Stressed -- Therefore,OK Check Deflection Allowed Deflection(Total Load) = L/180 (E=1400000 psi Per NDS) = 0.777 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) (5*w*L^4)/(384*E*I) = 0.616 in = L/228 < L/180 Therefore OK Allowed Deflection(Live Load) = L/240 0.583 in Actual Deflection(Live Load) _ (5*w*LA4)/(384*E*I) 0.398 in L/352 < L/240 Therefore OK Check Shear Member Area= 8.3 inA2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1114 lb Max Shear(V)=w* L/2 = 260 Ib Allowed>Actual--23.4%Stressed -- Therefore,OK 5of6 i Project: Maria Maldonado De.Calle --Job#: 2017-00022 PZO Date: 1/4/2017 Engineer: QP Lateral 780 CMR Existing Weight of Effected Building Level Area Weight(psf) Weight(lb) Roof 832 sf 12.7 psf 10566 lb Ceiling 832 sf 0.0 psf 0 Ib Vinyl Siding 580 sf 2.0 psf 1160 lb (10'Wall Height) Int.Walls 290 sf 1 6.0 psf 1 1740 lb Existing Weight of Effected Building 13466 Ib Proposed Weight of PV System Weight of PV System(Per Sunrun Inc.) 3.0 psf Approx.Area of Proposed PV System 284 sf Approximate Total Weight of PV System 852 lb 10%Comparison 10%of Existing Building Weight(Allowed) 1347 lb Approximate Weight of PV System(Actual) 852 lb Percent Increase 6.3% 1347 lb>852 lb,Therefore OK ' - • 6 of 6 DocuSign Envelope ID:671324A5-8FEE-41 EB-881 F-68E957A5A175 �r MY Custom S O Lar Design Prepared by Chester Jobert, 12/21/2016 i My Information Maria Maldonado De Calle 596 Old Strawberry Hill Rd " Barnstable, MA 02632 p coo F Annual Usage: 6,170 kWh • A Estimated System Size: 5.04 kWp l Energy Offset: 83% e . e ` Approval I have reviewed My Custom Solar Design and approve of the placement of solar panels identified above. I understand that the actual number of panels and their precise placement may vary based on engineering, installation, and solar energy production considerations, including roof type,shade, and other factors. DocuSignendby:/ E �.A.YtA. �1.A�,D�.o1n.A•�.b �L ""---_ 12/21/2016 1A49508COA4D4E2... Customer Signature Date DocuSign Envelope ID:F418D767-6C6D-47F5-9927-A50AF8663702 col ammam OWNER'S AUTHORIZATION FORM For Permit Application(s) The sole this of purpose ur form p p t s o m is to provide Sunrun, Inc. with the necessary permission from the Owner to file permit application(s) for such project work as agreed upon between the Owner and the Owner's Authorized Company and its designated subcontractors. Owner's Name: Segundo Call e .Solar Project by. Signature: S � Owner's Authorized Company: Sunrun, Inc. Company's Address: 595 Market St 29th Floor, San Francisco, CA 94105 Affiliation: Contractor Applicable License: State: MA CSLB#96997S,NJ#13VH07020300 ` � Massachusetts -Department of Public Safety Board of Building Regulations and Standards - COnstructicir.SupervjkOr License: CS-080034 \ CRAIG ORN 73 WALNUT ST 1� OXFORD MA 01340 F i ��„elf � J7'SiiZl • Expiration Commissioner 01/22/2017 i Town of BarnstableBuilding .�" ^';?" '; 5 r rid `w a:', ""�•t e7"�i, .,;',. ":'N ""r ., �, ,' ✓,,. PostTh�s;Card So Thatit.is`Uisible;Frorri tfe^Street�A roved rPlans.Must be;Retamed,on J-db and'this"Card`Must'beKe 't a arAse Posted.Until"'Finalwl,,s eetlon Ha-s Been Made _ ? -' r W.here Lertificate.of Qccupanc}r-�s Required,such Bu�ld�ng shall Notbe�Occupted until,a`Finatlnspect�orr'has been made : Permit Permit No. B47-32 Applicant Name: SUNRUN INC. Approvals Date Issued: 01/18/2017 Current Use: Structure Permit Type: Building-Solar Panel-Residential Expiration Date: 07/18/2017 Foundation: Location: 596 OLD STRAWBERRY HILL ROAD, HYANNIS Map/Lot 27 100 Zoning District: RC-1 Sheathing: Owner on Record: CALLE,SEGUNDO R&MARIA M Contractor Name: SUNRUN INC. Framing: 1 Address: 596 OLD STRAWBERRY HILL ROAD kV. Contractor License 178937 2 ,<,: � , CENTERVILLE, MA 02632 ESt Project Cost: $ 10,130.00 Chimney: Description: iNSTALLATION OF AN INTERCONNECTED ROOFTOP SOLAR SYSTEM 18 p Perm-W.Fee: $ 101.66 (280w)Solar Modules 5.04KW Insulation: Feee� aid $ 101.66 Project Review Req: iNSTALLATION OF AN INTERCONNECTE®ROOFTOP$oLAR Date 1/18/2017 Final: SYSTEM 18(280w)Solar Modules 5.04KW _ . >` i fr1r- Plumbing/Gas • " Rough Plumbing: �gt� r 5 �" 'Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work autho zeid'by this permit is commenced within I t, onttissaffer issuance. :- Rough Gas: All work authorized by this permit shall conform to the approved application"and the£approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zonmgby laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public mspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures bythe Bwldmg andfli Officials are provided on thispermit. Service: Minimum of Five Call Inspections-Required for All Construction Work Rough: 1.Foundation or Footing 2.Sheathing Inspection _ 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Einal Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). Fire Department _ Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT CF n+e Panted On, yr `:` '` r r `" `.''+ '" d 2/1/2019 o COt Plaint Call Report , s x 596 OLD ST BAPNSTABLL 1NRERWHILL FZ 'U -� YANs. m� e case# c 1 s 68 Case#: C-19-68 Address: 596 OLD STRAWBERRY HILL Date: 1/28/2019 ROAD, HYANNIS Owner Info: Property Info: CALLE, SEGUNDO R& MARIA M MBL: 596 OLD STRAWBERRY HILL 273-100 ROAD CENTERVILLE MA 02632 Owner Notified?: Complaint Details: Type of Complaint Classification of Complaint Method of Complaint Zoning, Medium Priority Mail Complaint Summary: Complaint received via u.s. mail on 1/28/2019 that the dwelling at 596 Old Strawberry Road is being operated as an illegal hotel. The letter also reports that 10-12 vehicles are known to be parked at the property at one time Action History: Action Taken Date Description Fee Inspector Inspector Assigned to Complaint: mckechnr Filed by: parvini Comments: Comment Date Commenter Comment 1128/2019 andersor We have a history of non-compliance with this owner for a property on Old County Rd and Bristol 1 r Date 2/1/2019 ' ' ' " Town of,Barnstable . Town of Barnstable - Assessing Division - Page 1 of 2 30 Share Tweet Shares Email Property Display .......- ---._ ........... ... --- ._..............._ , 273 1-GO I= Use Code'l-01-0-" Owner Information v Map/Block/Lot: 273 / 100/ Property Address 596 OLD STRAWBERRY HILL ROAD j Village: Hyannis Town Sewer At Address: No GIS Zoning Value: RC-1 ? 3 Owner Name as of 1/1/18: CALLE, SEGUNDO R & MARIA M 596 OLD STRAWBERRY HILL ROAD CENTERVILLE, MA. 02632 Co-Owner Name Assessed Values v _.. ... . ... Tax Information v Sales History V Photos v , 1 i Sketches v http://web.townofbamstable.us/Departments/Assessing/Property_Values/Pro... 2/1/2019 Town of Barnstable - Assessing Division - Page 2 of 2 Construction Details Outbuildings and Extra Features . ...................--------- ---------------- ........... .......................................... ............................ ........................... Town of Barnstable 2018 (/index.asp) Town Records Access Officer Ann Quirk Public Records Request Form (/Departments/TownClerk/t)aqeview.asp? file=Office Information/Public-Records-Request html&title=Public%20Records% 20Request&exp=Office Information) P 508-862-4044 F 508-790-6326 Contact Town Hall 367 Main Street Hyannis MA 02601 508-862-4956 M-F 8:30 a.m. to 4:30 p.m. Email Us (mailto:email(�-town.barnstable.ma.us?submect=Website General Contact) Social Media In Facebook (https://www.facebook-com/townofbarnstable/?fref=ts) Quick Links Old Website (http://tobweb.townofbarnstable.us) Departments (/Departments.asp) Boards and Committees (/BoardsCom mittees.asp) Calendar(/calendarasp) Property Look up (/Departments/Assessing/Property Values/Property-Look-Up asp) Employment (/Dep(artments/H u man Resou rces/Paqeview.asP?fiIe=Employment/Barnstable-E mployment- Opportunities.html&title=Barnstable%2OEmployment%200pr)ortunities&exp=Employment) Contact Us (mailto:email()-town.barnstable.ma.us?subwect=Website - General Contact) http://web.townofbamstable.us/Departments/Assessing/Property_Values/Pro... 2/1/2019 1 i 3 A ' r aw � A -vr r�+ t e.� 0.T ti ♦ � � � t J f `�� y � � ; w ���� ,, .� r a l` < ....... �� .� ,,,,.,, ..... .� ...-,. ,,er Z f ...�" �;� •e� Si �r s .ter+• � •�w�+ �rr� / ...w ...-� } ;1�,! r �.u � �+,r /` U Anderson, Robin From: Wright, Teresa Sent: Monday, February 28, 2011 11:04 AM To: Anderson, Robin Subject: 596 Old Strawberry Hill Road Hyannis Hi Robin, Carl Rufo, the owner of 596 Old Strawberry Hill Rd. registered the property. He said he lives there and rents out 2 rooms. He will have the inspection done in three weeks when he returns from vacation. Thanks, Teresa f. TABLE OF CONTENTS SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS PAGE#' DESCRIPTION • SYSTEM SIZE: 504OW DC,4320W AC • ALL WORK SHALL COMPLY WITH 2O17 NEC,2009 IBC, MUNICIPAL CODE,AND SE SERVICE ENTRANCE SOLAR MODULES PV-1.0 COVER SHEET • MODULES: (18)REC SOLAR: REC28OTP BLK ALL MANUFACTURERS'LISTINGS AND INSTALLATION INSTRUCTIONS. ® RAIL PV-2.0 SITE PLAN • INVERTER(S): . PHOTOVOLTAIC SYSTEM WILL COMPLY WITH 2O17 NEC. 1 (18)ENPHASE ENERGY: M250-60-2LL-S2X . ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH 2O17 NEC. Mp MAIN PANEL PV-3A LAYOUT • RACKING: SNAPNRACK SERIES 100 UL; FLASHED L FOOT. . PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY 'PV-4.0 ELECTRICAL SEE PEN D01. GROUNDED IN THE INVERTER. • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. SP SUB-PANEL STANDOFFS& PV 5.0 SIGNAGE O INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. ❑ FOOTINGS ' • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703.1 - • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(E)AND 2012 LC PV LOAD CENTER CHIMNEY IFC 605.11.2. • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. • 9.44 AMPS MODULE SHORT CIRCUIT CURRENT. SM SUNRUN METER Q ATTIC VENT • 14.75 AMPS DERATED SHORT CIRCUIT CURRENT(690.8(A)&690.8(B)). FLUSH ATTIC VENT r PM DEDICATED PV METER 0 PVC PIPE VENT INVERTER(S)WITH ® METAL PIPE VENT INV INTEGRATED DC OFA q DISCONNECT AND AFCI ® T-VENT �c PAUL AC AC DISCONNECT(S) ZACHER o O SATELLITE DISH STRUCTURAL U ti t N0o. 00 DC DC DISCONNECT(S) f 0 ` FIRE SETBACKS s N s ONAL CB COMBINER BOX HARDSCAPE .�. FOR STRUCTURAL ONLY F -1 INTERIOR EQUIPMENT —PL— PROPERTY LINE k, LE :11 SHOWN AS DASHED sunrun SCALE: NTS A AMPERE AC ALTERNATING CURRENT AFCI ARC FAULT CIRCUIT INTERRUPTER #180120 AZIM AZIMUTH VICINITY MAP ��aya COMP COMPOSITION V`/ 734 FOREST STREET#400,MARLBOROUGH,MA 01752 DC DIRECT CURRENT f�®�j►, FAX8 ss e9770.1 527 E - EXISTING �VV EXT . EXTERIOR T ✓4* CUSTOMER RESIDENCE: -'- ^h4itf �PeFi'" FRM FRAMING Q Q c ' - INT INTERIOR �NO� �a®,J 596 OLD STRAWBERRY HILL LE LBW LOAD BEARING WALL RD, CENTERVILLE, MA 02632 �.� •( MAG MAGNETIC �� • - MSP MAIN SERVICE PANEL `T -2780APN#:M273L100 V s •. c - (N) NEW 14 TEL.(508)241 PROJECT NUMBER: NTS NOT TO SCALE r • r� Attuck�La i OC ON CENTER 221 R-596MALD PRE-FAB ' PRE-FABRICATED 720.475.7814 T596 Old Strawberry PSF POUNDS PER SQUARE FOOT DESIGNER: Hilt Road PV PHOTOVOLTAIC ROB CHADIL TL TRANSFORMERLESS Cape God Mall Q DRAFTER: 1-2 TYP TYPICAL • ; ,, V VOLTS ROB CHADIL W WATTS SHEET R Y, c-�Jc REV NAME DATE . COMMENTS shy COVER SHEET Iks A REV:A 1/3/2017 ' zw u r PAGE PV-1 .O t + TRUE MAG PV ARE SITE PLAN -SCALE=1/16"=1'-0" PITCH AZIM AZIM (SQFT) ® , AR-01 45° 2880 302 53.2 AR-02 20° 108' 122° 266.1 PL Q� PL Pt 1 PL C]M� (N)ARRAY AR-01 ZN OFN4 a t� SS'9 LC SM SE AC PAUL K. cyul a ZACHER m -a 0 STRUCTURAL (N)ARRAY AR-02 No.50100 06/30/2CX4 � �SS/ONAIENGG�\ - 4 � d . J sunrun ag �' 4 d O d #180120 2 4 - Q 734 FOREST STREET#400,MARLBOROUGH.MA 01752 PHONE 888.657.6527 FAX 805.528.9701 . , Qd a Q_d CUSTOMER RESIDENCE: a l MARIA MALDONADO DE CALLE PL a 596 OLD STRAWBERRY HILL RD, CENTERVILLE, MA 02632 Pt r TEL.(508)241-2780APN#:M2731-100 Pc a . PROJECT NUMBER: 221 R-596MALD Pt DESIGNER: 720.475.7814 ROB CHADIL (E)RESIDENCE DRAFTER: ROB CHADIL SHEET SITE PLAN REV:A - 1/3/2017 PAGE PV-2.0 'ROOF FRAME FRAME MAX FRAME. OC ROOF EDGE MAX RAIL MAX RAIL DESIGN CRITERIA ROOF TYPE ATTACHMENT ROOF HEIGHT FRAME TYPE EXPOSURE MATERIAL # SIZE SPAN SPACING ZONE SPAN OVERHANG MODULES: AR-01 COMP SHINGLE FLASHED L FOOT. SEE PEN D01. SINGLE STORY VAULTED WOOD RAFTER 2 X 6 16'-0" 16" N/A 4'-0" 2'- 1" REC SOLAR: REC280TP BLK AR-02 COMP SHINGLE FLASHED L FOOT. SEE PEN D01. TWO STORY VAULTED WOOD RAFTER 2 X 6 12'.-2 16" N/A 4'-0" 2'- 1" MODULE DIMS: 65.5"x 39"x 1.5" D1 -AR-01 -SCALE: 3/16"= 1'-0" 23'-10" 9'-10" — 1' MODULE CLAMPS: PITCH: 45° Portrait: 8.2 16.4' AZIM: 288° Landscape:4.9"-9.8" 1 MAX DISTRIBUTED LOAD: 3 PSF ® SNOW LOAD: 30 PSF WIND SPEED: 110 MPH 3-SEC GUST. " ti r-4-tr 5'-6" LAG SCREWS: 5/16"x4.0": 2.5"MIN EMBEDMENT NOTE: - INSTALLERS TO VERIFY RAFTER + SIZE, SPACING AND SLOPED SPANS,AND NOTIFY E.O.R. OF ANY DISCREPANCIES BEFORE +' PROCEEDING. PENETRATION SPACING: 11' FULLY STAGGERE �H OFhtj ZACHER cym 0 STRUCTURAL W No.50100 06/3D/2.QA � . sS/ONAIG\ D2-AR-02-SCALE: 1/4"= 1'-0" PITCH:20° sunrun AZIM: 108° - 2614,t — 1' #180120 734 FOREST STREET#400,MARLBOROUGH,MA 01752 -� - PHONE 888.657.6527 FAX 605.528.9701 CUSTOMER RESIDENCE: 4'`TYP MARIA MALDONADO DE CALLE 596 OLD STRAWBERRY HILL RD, CENTERVILLE, MA 02632 11' TEL.(508)241-2780APN#:M273000 PROJECT NUMBER: 221 R-596MALD r DESIGNER: 720.475.7814 E ROB CHADIL ,I o -El— DRAFTER: ROB CHADIL SHEET ' LAYOUT REV:A 1/3/2017 PAGE PV-3.0 120/240 VAC SINGLE PHASE SERVICE , •MAX 16 MICRO-INVERTERS PER BRANCH CIRCUIT •MULTIPLE BRANCH CIRCUITS IN PARALLEL METER#: ! •ENPHASE MULTI-PIN CONNECTORS—1 ST AC CONNECTOR AT EVERSOURCE(MA)2647633 (N)60A ENPHASE EACH BRANCH CIRCUIT IS A SUITABLE DISCONNECTING MEANS. UTILITY O AC COMBINER BOX ( •DO NOT DISCONNECT/CONNECT UNDER LOAD GRID [WITH(3)PRE-INSTALLED f f f REC SOLAR: REC280TP BILK MODULES SUPPLY SIDE TAP 20A PV BREAKERS AND +�ff + ff ENPHASE ENERGY: �ff ENVOY COMMUNICATION M250-60-2LL-S2X 4 GATEWAY] ► -- a (18)REC SOLAR: REC280TP BILK AND 1 EXISTING 100A (N)LOCKABLE _ _ MICRO-INVERTER PAIRS - (1)BRANCH OF ( MAIN BREAKER BLADE TYPE (N).LOCKABLE (N)SUN RUN "-" (15)MICRO-INVERTERS FUSED BLADE TYPE CENTRON 4G (1)BRANCH OF 1 AC DISCONNECT AC DISCONNECT METER i JUNCTION BOX .J` J` (3)MICRO-INVERTERS OR EQUIVALENT EXISTING 3 3 3 `, 2 1 100A �1 MAIN ! FACILITY+ PANEL LOAD) FACILITY . . GROUND 25A FUSE SQUARE D 250V METER SQUARED DU221 RB SOCKET 20A BREAKER(A) D222NRB 3R,30A,2P 125A CONTINUOUS 20A BREAKER(B) 3R,60A 120/240VAC & 120/240VAC 240V METER 200A,FORM 2S NOTOES TO INSTALLER: CONDUIT SCHEDULE 1. INSTALL NEW 60 AMP ENPHASE AC COMBINER BOX WITH (3)PRE—INSTALLED # CONDUIT CONDUCTOR NEUTRAL GROUND 20A BREAKERS. 2. CONNECT SYSTEM VIA INSULATION PIERCING ON SUPPLY SIDE OF MAIN 1 NONE (2) 12 AWG ENGAGE CABLE (1) 12 AWG ENGAGE CABLE (1) 12 AWG ENGAGE CABLE BREAKER IN MAIN PANEL ENCLOSURE. CONDUCTORS ARE FIELD INSTALLED. sunrun PER BRANCH CIRCUIT PER BRANCH CIRCUIT PER BRANCH CIRCUIT 2 3/4"EMT OR EQUIV. (4) 10 AWG THHN/THWN-2 (2)10 AWG THHN/THWN-2 (1)8 AWG THHN[THWN-2 #180120 3 3/4" EMT OR EQUIV. (2) 10 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 4 3/4" EMT OR EQUIV. (2)6 AWG THHN/THWN-2 (1)6 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 734 PHONE FOREST STREET oo,mAR�eoRoucH,mAo1752 PHONE 888.857.8527 - FAX 805.528.9701 li MODULE CHARACTERISTICS { CUSTOMER RESIDENCE: REC SOLAR: REC28OTP BLK 280 W ( MARIA MALDONADO DE CABLE 596 OLD STRAWBERRY HILL OPEN CIRCUIT VOLTAGE 39.2 V RD, CENTERVILLE, MA 02632 MAX POWER VOLTAGE 31.9 V TEL.(508)241-2780APN#:M273L100 SHORT CIRCUIT CURRENT 9.44 A I PROJECT NUMBER: t 221 R-596MALD DESIGNER: 720.475.7814 ROB CHADIL !r DRAFTER: s ROB CHADIL SHEET ELECTRICAL REV:A 1/3/2017 1, PAGE PV_4.0 t � LABEL LOCATION: A WARNING Lam. p 0 SOLAR PV SYSTEM EQUIPPED (ON OR NO MORE THAN 1M(3FT) THIS EQUIPMENT FED BY MULTIPLE SOURCES WITH RAPID SHUTDOWN FROM THE SERVICE TOTAL RATING OF OVER CURRENT PER CODE:705.12(B)(2)(3)(c) DISCONNECTING MEAN) DEVICES,EXCLUDING MAIN SUPPLY LABEL LOCATION: PER CODE:NEC690.56(C)(1) OVERCURRENT DEVICE SHALL NOT EXCEED LABEL LOCATED ON OR NO MORE THAN 1 AMPACITY OF BUSBAR METER(3.3FT)FROM THE SWITCH TURN RAPID SHUTDOWN (PER CODE:NEC690.56(C)(3)) SWITCH TO THE"OFF" - POSITION TO SHUTDOWN SO1AFEL�"'� t PV PANELS PV SYSTEM AND REDUCE A WA R N I N G LABEL LOCATION: SHOCK HAZARD IN Lrl/ AC POI ARRAY � LABEL LOCATION: PER CODE:NEC690.13(B) TURN OFF PHOTOVOLTAIC PER (AC)(cR CODE: O AC DISCONNECT PRIOR TO PE NEc11o.27(c) WORKING INSIDE PANEL as , LABEL LOCATION: CAUTION:SOLAR ELECTRIC A WARN I N G G1 (AC)PER CODE: PER CODD(POI SYSTEM CONNECTEDE:NEC690.54 'i a ELECTRIC SHOCK HAZARD TERMINALS ON THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION LABEL LOCATION: AC DISCONNECT,POINT OF INTERCONNECTION (PER CODE:NEC 690.13(B)) '{ AWARNING ? POWER SOURCE OUTPUT LABEL LOCATION: sunrun CONNECTION (POI) } PER CODE:NEC 705.12(B)(2)(3)(b) !i DO NOT RELOCATE THIS OVERCURRENT DEVICE #1.80120 - 734 FOREST STREET#400,MARLBOROUGH.MA 01752 - PHONE 888.657.6527 - FAX 805.528 9701 CUSTOMER RESIDENCE: MARIA MALDONADO DE CALLE 596 OLD STRAWBERRY HILL RD, CENTERVILLE, MA 02632 TEL.(508)241-2780APN#:M2731-100 LEGEND PROJECT NUMBER: i , (AC):AC Disconnect 1 221 R-596MALD (C):Conduit ! (CB)Combiner Box DESIGNER: 720.475.7814 (D)Distribution Panel (DC):DC Disconnect ROB CHADIL (IC):Interior Run Conduit (INV):Inverter with integrated DC disconnect DRAFTER: (LC):Load Center ROB CHADIL (M):Utility Meter (POI):Point of interconnection SHEET SIGNAGE REV`.A' 1/3/2017 PAGE , PV-5.0