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Home My WebLink About0055 BILTMORE PLACE 0 a &AkOWD u,yt,11� �rSC lac C , 0 r iII1 I 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION IMap Parcel Application # 4 BUILDING DEPT• Health Division Date Issued Conservation Division JUL 28 2016 Application Fee Planning Dept. TOWN OF BARNSTABLE Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address Village C 0,,14 L'2 V! N_ Owner Kzisl Col A + i- ti,d F II on,,4n1 Address 55 I,, �-- Telephone C60t — AD- 10500 �/ W l�)C 1 44 w AC, Permit Request W a( I4 1 ion a� a, �-GOT-moue 1 e l 4i d-ked uIld"I'l !4 clo9c, ` 11 0 � ►2 T� {ai c s sf C SIC i S . g ►�, w►'�� 1 wq 06 S c h� �16 a o W0A e,1 0s �t `,®s e &teem wi if �e &114141 .16 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation as 500.0o Construction Typezes►j"r, Lot Size o yq Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes No On Old King's Highway: ❑Yes J(Nlo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New 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 As6 �+ BUILDER R HOMEOWNER) m vo�)i c� Name Ch/1i51 4_ 114o k Telephone Numbe4C774)� J 1 635� Address lqs rr nsl;f uU (06 11 ••-- /� f f /�4u/►1 License#.08 3F5 1 3 M aa-7 o d Home.Improvement Contractor# Email &tl+G Am/vs 6 df(2£ clly Sv� e-Co411 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE f "- DATE r &/ ,C> 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 DATE CLOSED OUT ASSOCIATION PLAN NO. v A TOWN OF BARNSTABL.E ■ �HE�z Building 201508119 RNSTABLE, * Issue Date: 12/28/15 Permit MASS. 9�q s6g9. �� Applicant: � 4 rFD Mpi A Permit Number: B 20153817 Proposed Use: SINGLE FAMILY HOME Expiration Date: 06/26/16 Location 55 BILTMORE PLACE .Zoning District RF Permit Type: RES SOLAR PANELS Map Parcel 174007021, Permit Fee$ 114.75 Contractor ASTRUM SOLAR Village CENTERVILLE App Fee$ 50.00 License Num 083813 Est Construction Cost$ 22,500 Remarks APPROVED PLANS MOIST BE RETAINED ON JOB AND SOLAR PHOTOVOLTAIC SYSTEM ROOF MOUNTED MODULES ATE kCHMsRaRD MUST BE KEPT POSTED UNTIL FINAL ACKING SYSTEM, 16LG 300 WATT PANELS 4,8KW DC,4KW AC INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: CRONAN,DAVID F&KRISTEN A BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 55 BILTMORE PL INSPECTION HAS BEEN MADE, WEST BARNSTABLE,MA 02668 Application Entered by: JL Building Permit Issued By: THIS PERMrr CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDUNVALK OR ANY PART THEREOF,EITHER TVORARILY VEtV40ENTV. ENCROACHMBTPTS ONPUBLIC PROPERTY,N SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SENVW MAY BE OBTAINED FROM THE DEPARTMENT OP PUBLIC WORKS.THE ISSUANCE OR THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS, MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. , 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING 1S INSTALLED. e 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING_ STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS, WORK SHALL NOT PROCEED UNTIL.THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE,. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). MEN BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2s 2 3 1, Heating Inspection Approvals. Engineering Dept Fire Dept 2 ` Board of Health ACORO®' r Y' + - r DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE Page-1 of 1 07/26/2016 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 endorsement(s). PRODUCER CONTACT Willis of Texas, Inc: NAMP PHONE 877-945-7378 FAx 888-467-2378 c/o 26 Century Blvd. P.O. Box 305191 E-MAIL certificates@willis.com Nashville, TN 37230-5191 INSURER(S)AFFORDINGCOVERAGE NAIC# "INSURERA.ACE American Insurance Company ` 22667-302 INSURED - Direct Energy and its majority owned INSURERB: Zurich American Insurance Company 16535-305 subsidiaries and affiliates including INSURERC: Direct Energy Solar, Inc. INSURERD: 8955 Henkels Lane, Suite 508 Annapolis Junction, MO 20701 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER:24580574 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, EXCLUSIONSAND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPEOFINSURANCE DDL SUB pOLICYNUMBER POLICY EFF POLICYEXP - LIMITS A X COMMERCIAL GENERAL LIABILITY XSLG27341226 1/l/2016 1/1/2017 EACH OCCURRENCE $. 1,000,000 CLAIMS-MADE OCCUR RA %IQR ED ocEDENT ) $ 100,000 t a X SIR: $100,000 M ED EXP(Any one person) $. 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ 1,000,000 POLICY PRO ❑ LOC JECT PRODUCTS-COMP/OPAGG $ _1,000,000 OTHER - - $ . B AUTOMOBILE LIABILITY BAP595396602 1/1/2016 1/1/2017 COMBINESINGLELIMIT (Ea accidenDt) $ 1,000,000 X ANYAUTO BODILY INJURY(Per person) •$ ALLOWNED SCHEDULED ent AUTOS AUTOS ( )BODILY INJURY Per accid $ HIREDAUTOS NON-OWNED FIR ERTYDAMAGE AUTOS (Paraccident) - $ $ UMBRELLA LIAB OCCUR , EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE ' AGGREGATE $ DED I RETENTION$ $ B WORKERS COMPENSATION - - ? WC595397302 1/l/2016• 1/1/2017 X I,TEP R AND EMPLOYERS'LIABILITY ' - B' ANY PROPRIETOR/PARTNER/EXECUTIVE YIN N/A WC595396902- 1/1/2016 . 1/1/2017. E.L EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? - x - (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE Is 1,000,000 f yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additonal Remarks Schedule,may be attached ifmore space is required) , - CERTIFICATE HOLDER " CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Town of Barnstable 200.Main Street Hyannis, MA 02601 Coll:4936252 Tpl:2010558 Cert:24580574 ©198 2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Category : Direct Energy Solar - Annapoli - Office of Consumer Affairs d Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts. 02116 Home Improvement Contractor Registration - - Registration: 168228 Type- Supplement Card Expiration: 1/19/2017 ,, r ASTRUM SOLAR.INC. � CHRISTOPHER MURPHY �{ 8955 HENKELS LANE STE 508 tip, ANNAPOLIS MD 20701 Update Address and return card.Mark reason for change. (� Address Renewal Employment Lost Card SCA 1 0 2OM-05/11 - ^ ��F`a!'nnr�n�•iarae«�f�c�C'r2�i,�;frr�usefls �� _ •.rv� � - _ _ ViExPiratiW ce of Consumer Affairs&,Business Regulation License or registration valid for:individul use only ME IMPROVEMENT CONTRACTOR beforethe,expiration date. Iffound return to: Office of Consumer Affairs and Business.Regulation egistration ;ig�g ¢ Type: 10 ParkPlaza-Suite 5170 1f19/29TT7,.;; Supplement Card` Boston,MA 02116 .�r ASTRUM SOLAR INQ4 DIRECT ENERGY SOLAR �— / CHRISTOPHER MIJII�>'klii 15AVENUE E. t° 43 ' <'9 L.Cx�•�ux HOPKINTON,MA 01746 Undersecretary t valid hoot§ig ore Massachusetts-Department of Public Safety board`of Building Regulations and Standards Constrvcion Supervisor, 2 r^amiss• - License:-CSFA-083813 . CHRISTOPBER JifM 134 BURT ST ', t� NORTON MA Qr661 Expiration ' 01130/2017 Commissioner , Y Y. • Y s The Commonwealth of Massachusetts Department of IndustrialAceidents a I Congress Street, Suite 100 Boston,MA 02114-2017 w ww>:mmass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE VILER WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name(Business/organization/Individual); Direct Energy Solar dlbla Astrum,Solar Inca Address: 195 Constitution Dr. City/State/Zip:Taunton, MA 02780 Phone#:(508)614-0146 Are you an employer?Check the appropriate box: Type of project(required): 1.S I am a employer with 75 employees(full and/or part-time).* 7. New construction 2. am a sole proprietor or partnership and have no employees working for me in ❑I 8. [J RemodeIing any capacity.[No workers'comp.insurance required.] 3.a I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. El Demolition 4.[1 I am a homeowner and will be hiring contractors to conduct all work on 10[]Buil ding addition my property. I will . ensure that all contractors either have workers'compensation insurance or are sole' 11.❑EIectrical repairs of additions proprietors with no employees. 12.❑Plumbing repairs or additions 5,❑I am a general contractor and I have lured the sub-contractors Listed on the attached sheet. _ These sub-contractors have employees and have workers'comp.insuranceJ 13.F]Roof repairs 6.❑We arc a corporation and its officers have exercised their right of exemption per MGL c. 14.[]✓ Other PV Solar Install 152,§1(4),and we have no employees.[No workers'comp,insurance required.] f *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information, t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have " employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that isproviding workers'compensation insurance for my employees. Below is thepolicy andjob site information. s Insurance Company Name:Zurich American Insurance Company Policy#or Self-ins.Lie.#:WC595397302 Expiration Date;01/01/2017 Job Site Address:55 Biltmore Place City/State/Zip:-West Barnstable,MA,02E . 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 WORD 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 DJA for insurance coverage verifica Ido hereby c _tify err he ains n pe es ofperjuiy that the information provided above is true and correct. Signature: Date: Phone#: Official use only. Do not write in this aretr,'to be completed by city or town official. City or Town:' Permit/License# Issuing Authority(circle one): " P 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.,Plumbing Inspector 6.Other Contact Person: 'Phone#: Direct Energy ffrodl Solar December 11,2015 Construction Official Town of Barnstable , 200 Main Street Hyannis, MA 02601 w RE: Structural Certification for Solar Panel Installation I Cronan Residence 55 Biltmore Place West Barnstable, MA 02668 Dear Construction Official: A design check for the subject residence was performed on the existing roof framing for the installation of solar panels over the existing roofing. From afield inspection of the property,the existing roof.framing are as follows: The roof structure(Roof A/X--Hip end of roof B/Y)consists of composition shingle roofing on plywood decking that is supported by 2x10 rafters @ 16"�O.C.with 2x8 ceiling joists tying into the rafters at the eave.The maximum projected horizontal span of the rafters is 14.9 feet, with'a slope of 32 degrees: The roof structure(Roof B/Y)consists of composition shingle roofing on plywood decking that is supported by, 2x10 rafters @ 16 O.C.with 2x8 ceiling joists tying into the rafters at the eave.The maximum projected horizontal span of the rafters is 14.9 feet,with a slope of 32 degrees. In addition,there are 2x4 collar ties @ 32" O.C. The proposed solar panel system will consist of solar panels(approximately 39"-x 64")supported.bya Ecolibrium, Eco-X racking system,with stand-offs spaced approximately at 4 feet O.C. The resulting system weight will be a . superimposed load of 3.4 psf on theuexisting roof system. >. I Based on the information given above,it is my opinion,within a reasonable'degree of engineering certainty,that the roof framing systems(Roofs A/X& B/Y)are capable of supporting the proposed solar panel system. The stand-offs for the horizontal,rows of racking should be staggered,so that the loading is spread out evenly on the existing rafters. I further certify that all applicable loads required by the codes and design criteria listed°below were applied to the Eco-X rail system and analyzed. Furthermore,the installation crews have been thoroughly trained to install. the solar panels based on the specific roof installation instructions developed by Ecolibrium Solar for the racking system and Ecofasten for the roof connections, Finally, I accept the certifications indicated by the solar panel manufacturer for the ability of the panels to withstand the design loadings. 705 General Washington Avenue • Suite 650 • `Norristown, PA 19403 Phone: 800-903-6130 Fax:215-392-3258 • Web:directenergysolar.com Direct byel Sol a r Design Criteria: • Applicable Codes: Massachusetts Residential Code-8t`Edition,ASCE 7-05, and 2005 NDS • Roof Dead Load: 9 psf • Roof Live Load: 15.7 psf (sloping) • Wind Speed: 115 mph, Exposure B • Ground Snow Load: 30 psf—Flat Roof Snow Load: 22.7 psf Please contact me with any further questions or concerns regarding this project. ��y�r`�AiW Sincerely, C�*VV OF A4^n� o� JEFFREY L. yU, �' MAGEE . a v�i 9* c� STRUCTURAL No.52084 A9Q�FCISTEQ�O��'� FSS�ONAL Jeffrey L. Magee, P.E. v„ 705 General Washington Avenue • Suite 650 Norristown, PA 19403 Phone: 800-903-6130 • Fax: 215-392.3258 • Web:directenergysolar.com Cronan Residence - Town of Barnstable - 55 Biltmore Place .. 200 Main Street,Hyannis,MA,02601: - West Barnstable,MA 02668-1862 g d Z E System Ratings w > p > 4.8 kW DC Photovoltaic Solar Array - 8 C z z° 4 kW AC Photovoltaic Solar Array 18, o o `o nod a a Ea— ,cr,cn c h 1p:-T Equipment Summary y„x;- # 16 LG NeON 2300 Mono'Black Modules v+ 16 Enphase M250-60-211.1--S22 Inverters - - - - } „4 0' G 64 Roof Attachments R �` s�";; /� Meter Sheet Index - - ... .PV-1 Cover PV-2.1 Description of Work and Load Calculations A- A. PV-2.2 Description of Work and Load Calculations- :. B - - "'• - PV-3 Electrical Diagram ' PV-3.1 Electrical Calculations PV-4 - String and Conduit Layout PV-5 Equipment Ratings&Signage fit, =n` . A C3 Governing Codes _ - -2014 National.Electric Code - - " - c = f "Massachusetts Residential Code,8th Edition Z - - Underwriters Labratories(UL)Standards ro OSHA 29 CPR 1910.269 - ASCE-7-10 - g Z . „ Zia eG ° mz I t y r S }Ito •3. P. 672 1 Ll - COVER SHEET - PV-1 A Typical Section 1.8 kW DC Phot...it.Ic Solar Array .ti r,.pa""a O w o ti This solar array Is comprised of 6lG NeON 2 300 Mono Black solar panels.The panels are mourned using the Ecolibrlum Eco X solar mounting railtothebuilding's2x30Rafters,spaced at 16 at.Each solar panel Is attached to an Enphase M250-60.21_L-S22 mlcro-invert...4.mounted to 7 a the Ecalibrium Eco X rail directly beneath the panel. uZj v 2 N W"- ,or w Q 0 O �ixaa F Z Z The solar panels produce DC power when struck bysunlight.�he DC power is converted to 24 rt 0 V AC power at the inveer.Mlcro-irwerters are connerted in strings with a maximum number of 16 micro-Imrerters In each string. ��ttxf This system will be grid-tied.If thesolar panels produce more power than is used by the building,the excess power flows back Into the utility grid through a net m eter to be avalla ble for other power users. " N All metal parts includingsol.rp.nel fmmas,mlcro-im-rs,and mounting rails are grounded using the manufacturer's recommended -W� grounding method a nd WEEB technology a long with R6 AWG grounding wire. Q The building was constructed In 2WI. - _ w�� c Panel Lavout Panel Dimensions 64,171n x 39.371n System Weigh[ 362 Ibs - PanelWeight 37.4816s System Distributed Load 3.4 psf System Square Footage 106 sq it Roof Support 2 x 10 Rafters •.o''�xa yG•l.g3� Racking Weight 111 Ibs Actual Point Load Max Spacing 4ftsP"r wQ W - Micro-lnverter Weight 26.41bs Total number of Roof Penetrations - 24 /1 69 Max Allowable Rail Overhang - 16 In Members are Hem,Fir(North)allowing 235 lbs per inch thread depth - Notel:Us,5116"x4"Hex Head Stainless Steel Lag Screws - - - CS 6 Variables • - - Note 2:Rao15uppart Members a re 2 x 10 Rafters h 25 it t 3 it Pnet Downforce 18.1 psf Note 3:Emiibrlm u E.X Racking a H 19 it Wind O.-farce 18.1 psf Pnet Uplift -21.8 psf Roof Pitch 32 degrees Wind Uplift -21.9 psf B 5.4 Load Combinations wMax 96 plf two V .115 mph Krt 1 Dl D2 D3 Uplift Max Span 5 ft _ ob Snow Load 25 psf Exposure Category g Dead Load D 3.4 3.4 3.4 2.1 psf Ac[ual Span Oft RooJ Zone 3 ,1 1 Snow Load S 25.0 0.0 18.8 0.0 psf Rd 38516s g o 00 E - - 282 1 1 - DWL• Pnet 0.0 18.1 13.6 -21.8 psf Ru 213lbs O Q a � 1. Total Load p•• 28.4 21.5 35.7 19.7 psf Required Thread Depth- 0.9In a. O I; m Distrib TL 76.5 57.9 96.2 53.1 plf Actual Thread Depth 2.25 in Z � F u u_ s m Z t < ••DWL:Design Wind Load U •Absolute values are indicated for the calculated quantities of p-Uplh and w-Uplift N 3 4 Glossary of Terms for Load Calculations - h Building Heigh[ J Adjustment Factor for height H Building Least Horltontal Roof Plhh Roof Pitch 1 Importance Factor of far.,Ing[.family residence v B.si°wind Speed DESCRIPTION OF Snow Load Snow Load B Module length perpendlcul.r to beams Roof Zone Roof Zone Rd Paint Load-Meximum Downfarte _ - WORK&LOAD E EffectMe Roof Area Ru PointLoad-Uplift - CALCULATIONS Roof Zone 5etba1k Length Exposure B-5uburba n single family dwelling PeetDownforce NM Dasign Downforce Pressure Comaory Pnet Uplift Net Design Uplift Pressure Krt Topographic Fact., PV-2.1 B _ Typical Section 3 kW DC Photovoltaic Solar Array ul 5 This solar arrayb comprised of 10 LG ne NeON 2300 Mono Blackeolar pab.The paneb are mounted using the Ecelibrlum Eco xsolar - ~ O w O ti untingralltothebuilding's2c10Rafters,spacedatl6oc.Eachsolarpanellsattachedtoan Enphase M250.60.2LL-S32micro. - - j < m Inverterals'mounted to the Ecollbrlum Eca x rail directly beneath the panel. w Z w / 2 ey� Q""a G Z Z X > 0 C The solar panels produce DC p when smu kby sunlight.TheDCpower is converted to 240 V AC power at the Inverter.Micro- 5sP•��• 0 = 0. Inverters are connected In str gs Ith axlm umber of 16 I Inverters in each string. aad Thbsyste [11begrld-tled.Ifthesolarpanelsproducemore power than is used by the building,the excess power Rows back Into the r - .11hy grid through a net meter to be available for other power All metal parts including solar panel frames,mit-Inverters,and mounting rails are grounded using the manuf,cu r r`s recommended K grounding method and WEED technology along with R6 AWG grounding wire. - Q The building was constructed in 2001.r - eapu- Panel Layout Panel Dimensions 14,11 In x 39,37 in .System Weight 6041bs Panel SquaWeighre 177 sq ft } _ System DlsMbuted Lapd 3.4 psf - System Squore Footage 177 sq k r FoofSupport 2 x 10 Rakers _ _ - - ps• ,. al Racking Weight Weiht 185 lbs - Actual Point Load MaxS w " - �,/��t A '9 9 9 Patln9 Oft � �W� ' Micro-Inverter Weight 4416s Total number of Roof Penetrations 7 40 Max Allowable Rail Overhang 161n. _ - _ • allowing lbs per inch thread depth - - � r - _ _ Note l:UseS/]6°x4°Hex Head Smtnless Stee/Lap Sbews Variables • Note 2:RaofSuppdrt Members ore 2,10 Rafters h 25 ft a • 3 ft I Pnet Downforce 18.1 psf.. Note 3:Ecollbrlum Eco X Racking" - H 15 ft ., Wind Downforce 18.1 psf Pnet Uplift -21.8 psf Roof Pitch 32 degrees Wind Uplift -21.8 psf B , 5.4 _ Load Combinations wMax 96 pif v 115 mph Kzt 1 - DS D2 D3 Uplift Max Span 5 ft f Snow Load 25 psf - _. Exposure Category 8,. Dead Load D. 3.4 3.4 3.4 2.0 psf Actual Span + •s 4ft sP i o Roof Zone 3 A- ' 1 - Snow load -- 5 25.0 0.0 18.8 0.0 psf Rd a 384 ibs. - E 282 OWL' Pnet 0.0 18.1 13.6 -21.6 Psf .Ru 2131bs e e Total Load p•• 28.4 21.5 35.7 .19.8 psf Required Thread Depth 0.9 in - - • Distrib TL 76.4 57.8 96.1 53.2 If Actual Thread Depth 2.25 in r - .. •DIME:Design Wind food - _ tJ u, Q . - ,•, -r "Absolute values are lndicatedfor the calculated quantldes ofP-Uplift and w-Uplift Glossary of Terms for Load Calculations - h Building Height _ • _ A Adjustment Factor for,height - H Building Least HbrltoMal - •. - RoolPlhh - Roof Pitch 4 1 Imports nce Factorof for a single family residence - V Basic Wind Speed a •. •ti .-. • ,, DESCRIPTION OF 4' Snow Load Snow toad - a - B Module lengthy p dIc,1,,to beam. WORK&LOAD Roof Zone Roof Zone • -Rd•' - Polnt Load Maximum Downforce E - EH-ly.RoofArea t_ R. Point Load-Uplift CALCULATIONS `.Roaf Zone Setback Length. • Exposure D-Suburban single family dwelling' - PnetDownforce Net Design Downforce Pressure - - Carepory, - + Pnet Uplift Net Design Uplift Pressure . PV-2.27 - Kst _ TOPoBra Phic Factor - Electrical Diagram for Cronan-4.8 kW DC Photovoltaic Solar Array N°. —1 AC Dlsmnnectwithln 10'of the Utility Meter g Cronan,David 55 Biltmore PI. I Ut°hT°LstrL tlon[annenlos E_ W West Bamstable, MA 02668 a z ° G � z o L�Solar Module Total 16 Nadal.and bvuters 24D Vah.1 Pbase N—Futed Disconnect DC whin horn the solar nodule(10) swt" EnPhase Mk.invent rrimmted°�i�°t to Ground Fault Rorcctlon Integrated whldo odnty naeur hnNtter bbdek M250-w2LLS2Z PV Plumatlun EATON.Madd a F• -� Max DCVolt Ratios: 08 VIDE meter OG221URB y Y, Maw Proves re aD deartea c 250W Crmbase MGM 30 Amp - 200 Amp Q:. This Array 16 Pauds inverts: Namind A[YolNee 24D/NIB . 16 aIDa125%a NIA° an NI Amp ' Max ACCarene IAA— - - Bradt Breaker ' Two Ungrounded amNttan and ane Neutral - ------- ----------- I raw-..ata . (3)010-TNNN-7NWN-2Capper I I 20 Amp LJ (1)08-THNt1TNWN-20oppn6-.d 1— I T Installation o1 tee 1'cmWuit p51wi8 have 1'PVC Cauduk m 1'Upokli to Metal Caoetnh g6 Bare CUIone ckcuh.win consist of:121210THN1LTHWN-2.Pi—andvams(11g10TNNN--nw4-L--K S/Ba8'Gmded —— ———— Moo w - puns ryl ae6raooa � •• � "' Grounding Main . I bnding Conrcctkn 06 Bare CU i 200 Amp Bias l Siemens Panel ; �1 d OI:k�JQ� 5/8 xIt GmmdRod I LU i -A-. IND ob o G 0 o a Z O w m z E; F G _ 0mz Q. U N to N 3 ELECTRICAL DIAGRAM PV-3 Electrical Diagram for Cronan-4.8 kW DC Photovoltaic Solar Array to N Calculation for PV Breaker. S PV Circuit Conductors lculationfor Main PV Breaker Ce sy6temcPrrent= 16 1 = 16Amp6 From Circuit Breaker Interconnection to PV Array Minimum#10 AWG z E Design Amperage= 16 126%-. _ 20 Amps WIRE SIZING CALCULATION w 'a o o Main Buss Rating= 200 x 120%..= 240 Amps 2011/2014 NEC Article 310 ri z z Existing Main Breaker = 200 Amps Full Load Amperage.............:16 Max Solar Breaker 1 240 (-) 200^ - 40Am s Source Voltage..........:......:240 Circuit#1= 16 Length of Run(Feet)-.-...---..:100 x 1x1zs%= 2oAmp4 Load Duty i uty......................:Continuous Conductor Application-.-...--..:Conductors in Raceway,Cable or Earth Conductor Ampacity Table-.--.-.:NEC Table 310-15(B)(16) -- - Conductor T - - - � Type--.._-„....---THHN Copper . Conductor Location.............:Dry/Damp Conductor Insulation Temperature:90'C Ambient Temperature............:26-30'C=76-86'F iI Terminal Temperature Rating....:60'C Circuit Type:Single Phase 3 Wire(2 phase conductors 8,neutral) - W City_of Circuit Cwrent-Carrying Conductors:2 — Conductor Requirement- n Full Load Amps,_-...-.,,.:16.0 Load Duty Multiplier._:::1.25 Ambient Temp-Multiplier.:1-0 City:Conductors Multiplier:1.0 Q ' c ,Required Conductor Ampacity:20:0— Terminal Requirement: - - • , --. Full Load Amps -......-:.:16.0 W Load Duty Multiplier—:. 1.25 m' Required Terminal Ampacity,20.0 �• -' Selected Conductor: - - Conductor Ampacity.,.....:.30 0 •... - - - - .. _ t LM Ambient Temp.Derate 1.0 Ctly.Conductors Derate..-:1.0 c UM Adjusted Ampacity.... 30.0 SELECTED CONDUCTOR SIZE:10 Awg 2 x Ohms/MiIFt x Length x Amps.2 x 1.24 x 100 x 20.0 x �� VD= _ =3.97 1000 x City Wires per Phase 1000 x 1 , Volts At Load Terminals.----.:236-03 1 ` Actual Percent Voltage Drop.:1.65 •Electrical Notes - - 1)All equipment to be Iistedend labeled for Cis appllutlon. to )All conductorsshell be copper,—d for 90Cand wet environment,unless - - - - _ - 'm 3)Workingc1ea se undal wandexlstingal,d,imlequipmentshall - _ - r, _ -. g O mplywlth NEC33026ro, } - ' 4)Allwirems lonsshell be pproprlaly labeled and edily abl_e. - r , o, OZ.s ,k F 6)Module grounding clips to be Installed betwe d le frame and module R e 4' _ y - s m z Q w' suPPortrail,Per eroundine cIIP manufacturer Instructlep: _ _ - _ U N _ 6)Module Support rail to be bonded to contlnuous copper GEC,J.WEER tug Per > - - ' - - - " NEC 690.4(C), 2)Nused PV powersource breaker to be i—wd at bottom of bus Per NEC - - - a)AC combiner panels shall be labeled as"Inverter AC Combiner Panel'. - - - - - - . 9)utnng agar v n.me ana namber<a be indicated en Inverter,and modules Per ELECTRICAL NEC 110.3(5) -. - CALCULATIONS 10)PV power——breaker to besuitable for baokfeed per NEC 690.64(B)(S). -- - - PV-3.1 String and Conduit Layout - - g16 z a w E ¢ o G � Z Z y T e g o x `o Roof A/X Eave:On Center Up:3' Circuit 1 (16) r Soladeck Meter End Cap Trunk Cable Interior Conduit ,f �+ aeiipp Exterior Conduit Pq Cronan,David.Residence Electrical Review 55 Biltmore PI West Barnstable,MA 02668 - - tO Taunton,MA Office:Daniel Ahrens G g a Reviewed By:Melissa D.(610-680-0805) a Financing:Purchase(Hudson)E rn xc (16)LG NeON 2 300w Panels with(16)M250 inverters - m z '; a PV meter type:Enphase RGM Emu location:In the basement near the main electrical panel. N Internet Connection:Cat 5 ( 3 i Main Electrical Panel:200 Amp Siemens _ Utility:Eversource Circuit Calculations: 16 inverters x 1/Inverter=16 Amps x 1.25=20 FLA. Interconnection Calculations:Main panel rated 200 Amp buss x 120%=240 Amp,minus main circuit breaker rating of 200 Amp=40 Amps for solar connection. STRING 8t Interconnection will be a circuit breaker connection in the existing 200 Amp electrical panel located in the basement.Install a 20 Amp,2 pole Eaton BR Classified circuit breaker forthe solar connection in the existing 200 Amp electrical panel.The CONDUIT LAYOUT circuit breaker for the solar connection MUST be installed at the far end of the panel away from the main circuit breaker.From the solar circuit breaker install wiring to a 30 Amp non-fused disconnect switch mounted outside to the right of the utility meter.from the disconnect switch,wire into the PV meter.From the PV meter bring exterior conduit up the side wall near ,the corner,until it can penetrate through the soffit to get into the attic.From the penetration,run interior conduit through the attic space to the two Soladecks located under the two solar arrays,as shown in the drawing.There will be one circuit of inverters to the roof. PV-4 PV Module Ratings @ STC - Inverter Ratings Signage Requirements „t Module Make LG_ Inverter Make Eno— 1)Red Background Module Model LG300N1g-GO Inverter Model M2506P21.L-S22 - 2)White Lettering O w 0 Max Power-Point Current(Imp) 9.26 Max DC Vokage Rating 48V 3)Min 3/e°Letter Height Max Power-Point Vohage(Vmp) 3250 Max Power 212 Degrees C 25OW d)All Cepitai Letters ¢ Z E Open-Cf—ft Voltage IV-) 39.70 Nominal AC Voltage age 2E0/20g 5)Arla l or Similar Font W Q ZO 0 Short-Clrcuk Current(Isc) 9.70 Max AC Current SA 6)SuRa ble for environment lnt,lied G 2 Z Y T Max Series Fuse(OCPD) 20 Max OCPD Rating 20A Maximum P.—(Pmax) 300 - - - _ ' O Max Vohage Voc Temp CoefF(%Voc/C) - -0.28 �� W • o o A WARNING AWARNING IJM1:dIL7J3CJ►J.JJ?�3 INVERTER OUTPUT CONNECTION.DO NOT RELOCATE THIS OVERCURRENT DEVICE ELECTRICAL SHOCK HAZARD AWARNING DO NOT TOUCH TERMINALS! o" m TERMINALS ON BOTH LINE ' y►� DUAL POWER SOURCE SECOND SOURCE y Is PHOTOVOLTAIC SYSTEM AND LOAD SIDES MAY BE m ENERGIZED IN THE OPEN - POSITION mot'4. • - ry�� C IA�JLRlU WwL'l1J O _ 0 W Pq 00 yyr - r o — m e © iF 8 0aw U z f u N Q Z mom© was N s e EQUIPMENT } RATINGS& SIGNAGE PV-5 Doi SUNAPPENDIX _ _ �r 0001 S FRAME , . 00 , MICRORAII SYSTEM CERTIFICATION .PAGE ----------------- - ---- ------ --------- ------ -------------=----------- The SunFrame MicroRail system has been certified and listed to the UL 2703 standard (Rack Mounting Systems and Clamping Devices for Flat-Plate Photovoltaic Modules and Panels). This standard included electrical grounding, electrical bonding,mechanical Load and fire resistance testing. In conducting these tests, specific modules are selected for their physical-properties so that the certifications can'be most broadly applied. The° following, lists the specific modules that were tested and the applicability of those certifications to other modules•that 'might come onto the market. " In addition to UL 2703 certification, Unirac performs internal testing beyond the requirements of certification tests in order to establish system functional limits, allowable loads and factors of safety. These tests include functional system tests, destructive load testing and module electroluminescence testing. Mechanical Load Test Modules: Electrical Bonding and Grounding'Test Modules: The modules selected for UL 2703 mechanical load testing were The-modules selected for UL 2703 bonding and grounding testing were selected to represent the broadest range possible of modules on the selected to represent the broadest range possible of modules on the market. The tests performed cover the following basic module market. The tests were performed for each specific bonding location parameters: using representative module frame profile sections. The tests performed c module ' over the following'ng basic m le parameters: 60-cell framed modules only -- ' :.• Frame thicknesses greater than or equal to 1.2mm ; : 60 cell framed modules only • - Basic single and double wall frame profiles (some complex Frame thicknesses greater than or equal to 1.2mm: frame profiles could require further analysis to determine 0Basic single and double wall frame profiles(some complex frame ' applicability) profiles could require further analysis to,determine applicability) . • Clear and dark anodized aluminum frames `, Clear and dark anodized aluminum frames •. The frame profile must not have any feature that might interfere I` WHOM `• •• with the bonding devices that are integrated into the racking Vlod6ie Manufactwii Model/Series Thickness mrn system Trina PA05 35 - ' Suniva Optimus 40 Renesoia Virtus II 40 Yingii YGE 60 40 r' .0 001 SUN 1 APPENDIX I 0001 FRAME 00 SFMMICRORAIL SYSTEM CERTIFICATION ; PAGE --------------------------------------------------------------------------------------------------------------------------------------------- System Level Fire Classification:- Modules verified to be compatible with SFM:. Unirac SunFrame MicroRail has been classified to the system level The list below is not exhaustive of compliant modules but shows the fire testing portion of UL1703. This UL1703•classification has been actual modules tested and some that have been verified to be incorporated into our UL2703 product certification. It has achieved compatible with the SFM system. Class A system level performance for steep sloped roofs when usede�ifi6d.C66ipati le,' in conjunction with type 1,type 2 and type 3 module constructions. 7 _ModuleManyfacturer Model/series, ThicGess(mm Au o tronics Benci Solar PM Series 40 System Fire Class rating requires the installation of the Trim and Trim CS5A-M 40 ' Mounting Kit in the manner specified in the install instructions for the Canadian Solar CS6P-M 40 CS6P-P 40 below scenarios. Minimum and maximum roof slopes (1:12 to 12:12 Cs6x-P 40 pitch) are restricted through the system design and layout rules. No Centromlar America C-Serles 40 E-Series 40 additional fire mitigation methods are required. ET Solar Er AC Module 40 ET Module 40 Type 1 module construction—Trim Required Hanwhasolarone HSL60 40 Hyundai Heavy Industries_ MG Series 35 • Type 2 module construction—Trim Required Kyocera KD-F-Series 46 • Type 3 module construction-Trim Optional LGElectronics! MONO NEON 35 MONO X 35 Phono Solar Technology Standard Modules 40 Renesola All 60 Cell modules 40 ND-240QCJ 46 Sharp ND-250QCS 46 ND-Q235F4 46 SuniSa MV Series 40 OPTIMUS®SERIES 40 AC 46 SunPower E-Series 46 Sig Black 46 X-Series 46" Suntech STP"XxX" 35 Tnna PD05 35 PA05 35 Panda 60 40 Yingii YGE 60 40 YGE-2 60 46 0 0 ll SUN APPENDIX H ' 000 : FRAME 00 SFM MICRORAIL TECHNICAL DATA SHEETS ; ------------------------------------------------------- ----- -- - ---- ---- --- ----- ------------- --------------------------------------- SunFrame MicroRail - 3" BASE RAIL SunFrame MicroRail - 3" BASE RAIL. t z: z x: ` Y y No Intersection - 2 Modules Vertical (See System Layout Rules Intersection Rule 1) (See System Layout Rules- Intersection Rule 2v) Direction Allowable Load(Ibs) Design Load(Ibs) Direction Allowable Load(Ibs) Design Load(Ibs) 3 X±Sliding, 500: 151 X±Sliding 100 151 Y+Tension 355 536 Y+Tension . 761 1152 Y-Compression 1089 1647 Y-Compression 1346 2036 1 L+Transverse 116 176 2±Transverse 97 147.- ,- - PAGE 1 DOI SUN 000SFM FRAME APPENDIX H � 00 MICRORAIL TECHNICAL DATA SHEETS ; SunFrame MicroRail - 17.5" BASE RAIL SunFrame MicroRail - 17.5" BASE RAIL y y 2 ModuLes Horizontal Interior Intersection (See System Layout Rules- Intersection Rule 2h) (See System Rules- Intersection Rules 3&4) Direction Allowable Load(Ibs). Design Load(Ibs) Directi6n Allowable Load(lbs) Design Load(Ibs) X±Sliding 322 486 X±Sliding 322 486 Y+Tension 488 738 Y+Tension 707 1070 Y-Compression 1181 p 1786 Y-Compression 1793 2712 I� Z+Transverse 237 358 Z+_Transverse 225 340 PAGE 2 0011 SUN APPENDIX H DOD : SFM FRAME I . . OO MICRORAIL TECHNICAL DATA SHEETS ; SFM Base Rail Assembly (Seen.Below as Tested) SunFrame MicroRail 3" BASE RAIL/CAP 3" Base Rail Assembly Part'No.: 221735M(35mm),221740M(40mm) or 221746M:(46mm) Extruded Components Material: - r 6005A-T61, 6351-T5 or6061-T6 f - Ultimate Tensile: 38ksi;Yield: 35ksi _ A Finish: Mill(Base) &.Dark Anodized (Cap) Weight: 0.590Lbs(268g) SunFrame MicroRail - 17.5" BASE RAIL/CAP _ 17'5" Base Rail Assembly Part No.: ` 220335M(35mm),220340M(40mm)or 220346M(46mm) Extruded Components Material: 6005A-T61,6351-T5 or 6061-T6: Ultimate Tensile: 38ksi,Yield: 35ksi . Finish: Mill(Base) Dark Anodized (Cap) Weight:3.3001bs(1497g) ,. L-Foot Part No.: 304000C, 304000D £. Material: 6005A-T61,6351-T5 or 6061-T6 Ultimate Tensile: 38ksi,Yield: 35ksi ' Finish: Clear or Dark Anodized Weight: 0.2151bs (98g) PAGE 3 Enphase®Microinverters Enphase@M250 0 0 The Enphase® M250 Microinverter delivers increased energy harvest and reduces design and installation complexity with its all-AC approach. With the M250, the DC,circuit is isolated and insulated' from ground, so no Ground Electrode Conductor (GEC) is required for the microinverter. This" further simplifies installation,,enhances safety, and saves on labor and materials costs.` ' The Enphase M250 integrates seamlessly with the Engage® Cable, the Envoy®Communications Gateway", and Enlighten®, Enphase's monitoring and analysis software. ? PRODUCTIVE SIMPLE 'RELIABLE -Optimized for higher-power.4 -?No GEC needed for microinverter 4th-generation product modules a •'° =No DC design'or string calculation -:More than 1 million hours of testing Maximizes energy production required and 3 million units shipped -.Minimizes impact of shading, .. -.Easy installation with Engage - Industry-leading•warranty, up to 25 dust, and debris ^� °Cable° # years 4 enphase S� E N E R G Y . C US r x : Enphase®M250 Microinverter//DATA INPUT DATA(DC) M250-60-2LL-S22/S23/S24 Recommended input power(STC) 210-300 W rt ! ...,...,..�_..o.,..» .r,..... _...�...t-_ ..._.._._._.. Maximum input DC voltage 48 V ' ` Peak power voltage' p 27V=39 V ._._ _. r tracking Operating range 16 V-48 V I Min/Max start voltage 22 V/48 V, Max DC short circuit current 15 A :Max input current 9.8 A OUTPUT DATA(AC) @208 VAC @240 VAC Peak output power * r. 250 W 256 W Rated(continuous)output power 240 W 240 W Nominal output current 1.15 A(A rms at nominal duration) 1.0 A(A rms at nominal duration) Nominal voltage/range 208 V/183-229 V 240 V/211-264 V Nominal frequency/range 60.0/57-61 Hz 60.0/57-61 Hz Extended frequency range* 57-62.5 Hz 57-62.5 Hz Power factor >0.95 >0.95 Maximum units per 20 A branch circuit 24(three phase) 16(single phase) Maximum output fault current 850 mA rms for 6 cycles 850 mA rms for 6 cycles . EFFICIENCY +. CEC weighted_efficiericy,240 VAC `96.5% CEC weighted efficiency,208 VAC 96.0% r Peak inverter efficiency 96.5% _. Static MPPT efficiency(weighted,reference EN50530) 99.4% i Nighttime power consumption n 65 mW max MECHANICAL DATA Ambient temperature range 40°C to+65°C t �v. Operating temperature range(internal) -40°C to+85°C Dimensions(WxHxD) 171 mm x'173 mm k 30 mm(without mounting bracket) ~# Weight 2.0 kg I Cooling " - Natural convection--No fans Enclosure environmental rating Outdoor-NEMA 6 FEATURES i Compatibility Compatible with 60-cell PV modules. Communication Power line I Integrated ground h The,DC circuit meets the requirements for ungrounded PV arrays in ! I NEC690.35. Equipment ground`is provided it the Engage Cable. No� additional GEC or ground is required wY _ Monitoring y Free lifetime monitoring via Enlighten software Compliance UL1741/IEEE1547, FCC'Part 15 Class B,CAN/CSA C22 2 NO.0'M91,` 0.4-04,and 107.1-01AL � *Frequency ranges can be extended beyond nominal if required by the utility To learn more about Enphase Microinverter technology, r 1 enphasee visit enphase.com E N E R G Y 0 2013 Enphase Energy.All rights reserved.All trademarks or brands in this document are registered by their respective owner. ( f 0 0 0 ll� Life's Good YC,�sr �1 LG N LG's new module,NeONT1 2 Black,adopts Cello technology. Cello technology replaces 3 busbars with.12 thin wires APPROVED PRODU T to enhance power output and reliability.NeON112 Black �i 60 cell demonstrates LG's efforts to increase customer's values E C E `I r Mc5 \Y . beyond efficiency.It features enhanced warranty,durability, Intertek V -- - IN 5675n M0461215 performance under environment,and aesthetic design- - Phetnwlmic Modules suitable for roofs. e' � Enhanced Performance Warranty 93��i High Power Output e=ee="aaa,9_ LG NeONTM 2:has an enhanced performance warranty. weeee_IV __°°_ Compared with previous models,the LG NeONTM 2 _— 99°9 wa gee The annual degradation has fallen from-0.7%/yr to a3 :e ae has been designed to significantly enhance its output -0.60/o/ r Even after 25 ears,the cell uarantees 2.4% "`'rFF44� efficiency,thereb making it efficient even in limited space. Y y 9 P" y Y 9 p more output than the previous NeONTM modules. n ngsaaglAesthetic Roof 912.1ii® Outstanding Durability m ggee__==_ LG NeONT"'2 has been designed with aesthetics in mind; a==99=____ With its newly reinforced frame design,LG has extended m� -';eeee� a thinner wires that appear all black at a distance.The �___ the warranty of the NeONTM 2 for an additional 2 years. PP aae aaaaaa= product may increase the value of a property with its a"�""'a�� Additionally,LG NeONTTM 2 can endure a front load up to modern design. 6000 Pa,and a rear load up to,5400 Pa. . `�""'•Q- Better Performance on a Sunny Day 6^" Double-Sided Cell Structure LG NeONTM 2 now performs better on sunny days thanks ...........o The rear of the cell used in LG NeONT""2 will contribute to "ag------� to its improved temperature coefficien e �a========va_ p. p cy.. _;_____;--_ generation,just like the front;the light beam reflected from caa-a �a.a6 :.:. ....@.....:a - .. the rear of the module is reabsorbedto generate a great amount of additional power. About LG Electronics LG Electronics is a global player who has been committed to expanding its capacity,based on solar energy business as its future growth engine.We embarked on a solar energy source research program in .. 1985,supported by LG Group's rich experience in semi-conductor,LCD,chemistry,and materials industry.We successfully released the first Mono X°series to the market in2010,which were exported to 32' countries in the following 2 years,thereafter.In 2013,,NeON'"(previously known as Mono,X®NeON)won"Intersolar Award';which proved LG is the leader of innovation in the industry..' LAG NeON'2Black IN== Mechanical Properties Electrical Properties(STC*) Cells 6 x 10 300 W Cell Vendor LG MPP Voltage(Vmpp) 32.5 Cell Type Monocrystalline/N-type MPP Current(Impp) 9.26 Cell Dimensions 156.75 x 156.75 mm/6 x 6 inch Open Circuit Voltage(Voc) 39.7 =of Busbar - 12(Multi Wire Busbar) I, Short Circuit Current(Isc) 9.70 Dimensions(L x W x H) 1640 x 1000 x 40 mm Module Efficiency(%) 18.3 64.57 x 39.37 x 1.57 inch Operating Temperature(4C) -40-+90 Front Load 6000 Pa/125 psf#e Maximum System Voltage(V) 1000 Rear Load 5400 Pa/113 psf Maximum Series Fuse Rating(A) 20 Weight 17.0 t 0.5 kg/37.48 t 1.1 lbs Power Tolerance(%) 0-+3 Connector Type - MC4;MC4 Compatible,IP67 'STC(Standard Test Condition):Irradiance 1000 W/m',Module Temperature 25•C,AM 1.5 'The nameplate power output is measured and determined by LG Electronics at its sole and absolute discretion. Junction Box IP67 with 3 Bypass Diodes •The typical change in module efficiency at 200 W/m'in relation to 1000 We Is-3.09L Length of Cables 2 x 1000 mm/2 x 39.37 inch Glass High Transmission Tempered Glass Electrical Properties(NOCT*) Frame Anodized Aluminum 300 W Certifications and Warrant/ Maximum Power(Pmpp) 218 MPP Voltage(Vmpp) 29.5 Certifications IEC 61215,IEC 61730-1/-2,UL 1703, MPP Current(Impp) 7.38 ISO 9001,IEC 62716(Ammonia Test), Open Circuit Voltage(Voc) 36.5 IEC 61701(Salt Mist Corrosion Test) Short Circuit Current(Isc) 7.83 Module Fire Performance Type 2(UL 1703) NOCT(NomihalOperatingCellTemperatureLlrradiance800W/m2,ambienttemperature20°C,windspeedIm/s Product Warranty I I I J2 years Output warranty of Pmax Linear warranty* ► Dimensions(mm/in) (measurement Tolerance t 3%) •1)1 st year.98%,2)After 2nd year.0.6%p annual degradation,3)83.6%for 25 years Temperature Coefficients NOCT 46 t 3°C Pmpp -0.38%/°C Voc - -0.28%/°C o.raix o 1Y -11z wgnm*m,. smnaa°* Isc 0.02%/°C Characteristic Curves �..;er�16 •, ,�, ? 1000w 10.00 m.3rm.n ° Sao 6.00 - 60oW raarm.er �°ma�4e•a 4.00 400W zoo 200W H vdtxy.M 0100 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 140 - - p120 -------- ----------------------------'------"---.Isc 5 100 �...............SIX" --- __ P_ re ------------------------------------------------------------------------------------------ 40 --------------------------------------------------------------------------------------- •-- 3 - p '____..__.._............._.._...........................__. R a m 0 Temperature Vc) - a ao -25 0 25 so TT 90 The distance between the renter of the mounting/grounding holes. North America Solar Business Team Product specifications are subject to change without notice. ■ ® L� LG Electronics U.S.A Inc DS-N2-60-K-G-F-EN-50427 Ufes Good 1000 Sylvan Ave,Englewood Cliffs,NJ 07632 .Copyright©2015 LG Electronics.All rights reserved. Innovation for a Better Life Contact Ig.solar@Ige.com 01/04/2015 www.lgsolarusacom -THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I MF pATA ,;.. ...... �.. «. m-+rx ..:�,...I.ry.,O J U to � W Z � W U Cn 7 F OU J W Z ..,. _.. _ �n �F THE r � . + BARNSTAHLE, MASS. ,.� Town of Barnstable Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorizeAsIcum So/lOt 9061f 6, �'m, to act on my behalf, in all matters relative to work authorized by this building permit application for: 5s �;1�►�d �I�E� W�S��S� 1 a � (Address of Job) Signature o caner Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. X C:\Users\Decollik\AppData\Local\Microsoft\Windows\Temporary IntemetFiles\Content.011tlook\2PIOIDHR\EXPRFSS.doc Revised 040215 } n OWN OF BARNSTABLE BUILDING PERMIT APPLICATION - L (� ara Ptitt r nn p �f,=E e L pp e Ma I � � Parcel � �� I A lication # I Health Division Date Issued Conservation Division . Application F - Planning Dept. r r L Permit Fee I Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Streel Address 55 (-�) IalorLe- C- , Village n V 1 I Owner (L+SfC� Y /aU�cJ t". 20r'lcc�'1 Address 5 5 'c��+✓y+a�e /r9c Telephone MOM- d H- �550 0 Q Permit Request QQ J %bT0Y0'11Q1'O 60C � V S e q , S4 mourl r o► U k s Q ac to CL 1-qrL,n� zm"s1W 6-vjt� 1146 (Kis&?q rAe-45, 16 �G 340 M s q6 1;�, rw bcjl q k Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District IU1 0 Flood Plain Groundwater Overlay Project Valuation 921 SOO, aC) Construction Type 49 J(r? r%Q' Lot Size • `' I ACi2e--,�> Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family • ® Two Family ❑ Multi-Family(# units) Age of Existing Structure 9C)o I Historic House: ❑Yes A No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New 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 IOR HOMEOWNER) Name A��2Ur►1 SO�A►2 ', �1t1teJ&7eeq &4 ` ' 5�+�,►- 0 Telephone Number 7 " 1 Address 195 C0 1 r��1 o n �/�( License # 4 91 E imp. Oa YO Home Improvement Contractor# Email &tn� r C�ytS ��I�G1 �f2, Ctl�l Worker's Compensation # 'W G Sq 5r 390c)I ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO m 0 SIGNATURE DATE 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 DATE CLOSED OUT ASSOCIATION PLAN NO. oFt"E roy, * saxtvsTnBLe, MASS. 1639. Town of Barnstable ♦0 ATF�IVIA�A Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 r Property Owner Must Complete and Sign This Section If Using A Builder n I 1 /3 U as Owner of the subject Property 1 p p tY hereby authorize kl� gm c�c�lA,� 9061161"R c 14A. to act on my behalf, JJ in all matters relative to work authorized by this building permit application for: WEST EP"s 1 a � (Address of Job) Signature o wner Date nnqU�0 n2 �Cr r1 yJ 1, o Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\DecollikUppData\Local\Microsoft\Windows\Temporary Internet Fi1es\Content.0ut1ook\2PI0I DHR\EXPRESS.doc Revised 040215 The Commonwealth of,Massachusetts ti Board of Building Regulations and:Standards FOR Massachusetts State Building Code, 780 CMR MUNICIPALITY USE Building Permit Application To Construct,Repair,Renovate Or Demolish a Revised Mar 2011 One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: Date Applied: Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 55 Biltmore Place 174 L:007021 1.1 a Is this an accepted street?yes Yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: 1010 residential 21,344.4 Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (M.G.L c.40,b,54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Zone: Outside Flood Zone? Public❑ Private❑ — Municipal❑ On site disposal system ❑ Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Frank Maki Jr. West Barnstable, MA, 02668-1525 Name(Print) City,State;ZIP 55 Biltmore Place (508)-280-9500 19thholetavern@gmail.com No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORKZ(check all that apply) New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑ Demolition ❑ Accessory Bldg.'❑ Number of Units Othe ✓ Specify:SOLAR INSTALLATION Brief Description of Proposed Work': Rooftop solar photovoltaic system mounted on a racking system lagged into existing rafters SECTION 4:ESTIMATED CONSTRUCTION COSTS Estimated Costs: Item Official Use Only (Labor and Materials 1.Building $20,000.00 1. Building Permit Fee:$ Indicate how fee is determined: ❑Standard City/Town Application Fee 2.Electrical $ 2500.00 ❑Total Project Costa(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical .(HVAC) $ List:. ,,, 5.Mechanical.(Fire Suppression) s$ Total All Fees:$, Check`No. Check Amount: Cash Amount: 6.Total Project Cost: $ 22500.00 0 paid in Full 13 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5:1 Construction Supervisor License(CSL) CSFA083813 01/30/2017 Christopher J. Murphy License Number Expiration Date Name of CSL Holder R 1 34 Burt St. List CSL Type(see below) No.and Street Type" Description Norton, MA. 02766 U Unrestricted(Buildings up to 35,000 cu.ft. R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding (774)-504-0351 daniel.ahrens@directenergysolar.com SF Solid Fuel Burning Appliances I Insulation Telephone Email address D Demolition 5.2 Re ister d Home Improvement Contr ctor(HIC) ASTR IMS0LAR/ Dlredt Energy Solar/Christopher J. Murphy 168228 1/19/2017 HIC om HIC Registration Number Expiration Date an dame or HIC Registrant Name lb veiu� t. daniel.ahrens@directenergysolar.com 0vinion, MA. 01748 (774)-504-0351 Email address City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes ......... No......... SECTION 7a:OWNER AUTHORIZATIO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize ASTRUM SOLAR/Direct Energy Solar/Christopher J.Murphy to act on my behalf,in all matters relative to work authorized by this building permit application. Print Owner's Name(Electronic Signature) Date SECTION 7b:OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name low,I hereb ttest der the pains and penalties of perjury that all of the information contained�' �ication' true n ac to tot " best of my knowledge and understanding. Print Owner's or Auth ized Agent' a e(El oni S' nature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.eov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count. Number of fireplaces Number of bedrooms Number of bathrooms Number of halfibaths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"maybe substituted for"Total Project Cost" The Commonwealth oflVlassachusetlsPnnt Form " Department of Industrial Accidents Office of Investigations 1`Congress Street,Suite 100 Boston,MA 02114=2017 • www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/C.oA&ActOr lEh—tiricians/Plambers Applicant Information Please Print Legibly Name(Business/Organizationllndividual) Astrum Solar dba,Direct Energy Solar Address: 195 Constitution Dr City/State/Zip: Taunton; MA 02780 Phone#:-'/7`l Are you an employer?Check the appropriate box: '• Type of.project(required): 1.211,am a employer with 15 4. .El I am a general contractor and I 6, ❑New construction employees(full.and/or part-time)'.* have hired the sub-contractors 2.❑ I am a sole proprietor or partner listed on the attached sheet. 7. ❑Remodeling: shipand have no employees These sub-contractors have g ❑ Demolition working:forr me in any capacity, employees and have workers' 9 Fj. Buildin addition [No workers' comp. insurance comp.insurance;# g required.] .5. ❑ We are a;corporition and its 10.0 Electrical repairs or additions 3:❑ I am:a homeowner doing all work officers have exercised their 11 ❑Plumbing-repairs or additions myself. [No workers' comp. , 'right of exemption per MGL 12.❑Roof repairs insurances uired, t C. 152,§1(4),and we have no e9 ] PV Solar installation employees. [No workers' 13:❑✓ Other comp..insurance required:] *Any applicant that checks box#1'must also fill out the section below showing their workers':cpmpensationpolicy information. t Homeowners who submit this affidavit_indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. 'contractors that check this boil must attached an Additional sheet showing the name of the siib-c6ntract66a6d state Whether or not those entitia have employees. If the sub-contractors have employees,they must provide_their vvorkers''comp,policy;number. I am an enwiloyer that is providing workers'co npei sation insurance for my employees. Below is the policy.and job site information. Insurance Compaiy Name:Zurich American Insurance Co. Policy#or Self-ins.Lic.#WC595396901 ExpirationDaie:1/1/2016 Job Site Address:55 Biltmore Place City/State/Zip;West Barnstable, MA, 02& 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 IVIGL'c. 152 can lead to the imposition of criminal penalties:of a _ . fine:up to$1,500.00 and/or one--year imprisonment,as.'well as civil penalties in the'forrrt of i STOP WORK ORDER and a fine. of up to$250.00 a,day againsfthe violator: Be advised that,a copy of,this.statement may be forwarded to the Office of -Investigations of the DIA for insurance coverage:.venficaton; I do hereby certi t to airs and al '. of 'er' tltat the:in ormrfion provided above u true and correct 11/23/2015 Si afore: _._. -- - - --- Date — - --- -- - -- ' 'P hone#_(774)-504-0351 Official use only. Do.not write in thiswrea,i0 he completed by:c&or;town!officiak, City or�Town: PermiVEicense# Issuin Authori circle one . . 3.Board of Health 2.Building Department 3 City/Toivn Clerk 4 Electncal Inspector 5 Plumbing Inspector, 6.Other' Contact Person:, Phone_# A� CERTIFICATE OF LIABILITY INSURANCE Pa e 1 of 1F�AT�11D014 g / 9/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING 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 endorsement(s). PRODUCER CONTACT " Willis of Texas, Inc. c/o 26 Century Blvd. PHONE . 877-945-7378 FAx 888-467-2378 P.O. sox 305191 E-MAIL certificates@willis.com Nashville, TN 37230-5191 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:ACE American Insurance Company 22667-302 INSURED Direct Energy and its majority owned INSURERB: Zurich American Insurance Company 16535-305 subsidiaries and affiliates including INSURER C:American Zurich Insurance Company 16535-306 Astrum Solar, Inc. ; INSURERD: 15 Avenue E Hopkinton, MA 01748 INSURERS INSURER F: COVERAGES CERTIFICATE NUMBER:22494192 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.' INSR TYPEOFINSURANCE DDL SUB pOLICYNUMBER POLICY EFF POLICY EXP ' ITP LIMITS A X COMMERCIAL GENERAL LIABILITY XSLG27341226 1/1/2015 1/1/2016 EACH OCCURRENCE- $ 1,000,000 CLAIMS-MADE OCCUR RAn&J?ERoccue ) ( aocTED $ 100,000 X SIR:$100,000 MED EXP(Any one person) $ 5,000 PERSONAL BADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 1,000,000 POLICY PRO- F-1 JECT LOC PRODUCTS-COMP/OPAGG $ 1,000,000 OTHER: $ B AUTOMOBILE LIABILITY BAP595396601 l/1/2015 1/1/2016 COMBc,NE'dent)SINGLE $ 1,000,000 X ANY AUTO BOD ILY INJURY(Per person) $ ALLOWNED SCHEDULED + BODILY INJURY Per accident $ AUTOS AUTOS ( ) HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS (Peraccident) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I RETENTION$ $ C WORKERS COMPENSATION WC595396901 1/1/2015 1/1/2016 X PER OTH- AND EMPLOYERS'LIABILITY Y/N w B ANY PROPRIETOR/PARTNER/EXECUTIVEa N/A WC595397301 1/1/2015 1/1/2016 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000 000 I E ,describe under SCRIPTION OF OPERATIONS below '' E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additonal Remarks Schedule,may be attached if more space is required) r CERTIFICATE HOLDER "" CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE, DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. e AUTHORIZED REPRESENTATIVE n Town of Barnstable.." '367 Main St Hyannis, MA , 02601 Coll:4586830 Tpl:1894935 Cert:22494192. ©198 2014 ACORD CORPORATION.All rights reserved_. ACORD 25(2014/01). The ACORD name and logo are registered marks of ACORD 0401 , y - Office of Consumer Affairs d Business Regulation -- °� 10-Park Plaza - Suite 51.70 Boston, Massachusetts. 02116 Home Improvement �G,ontractor Registration Registration: 168228 Type: Supplement Card ASTRUM SOLAR INC. 1 Expiration: 1/19/2017 CHRISTOPHER MURPHY #^ 5 . . r. 8955 HENKELS LANE STE 508 w` ANNAPOLIS MD 20701' p Update Address and.return card.Mark reason for change. Address E,1 Renewal ( Employment Lost Card SCA 1 Ci 40M-05/11 � k—� . fiice of Consumer Affairs&Business Regulation �Ln:ensebr registration valid for individul use only � � y IME IMPROVEMENT CONTRACTOR before the.expiration date. if found return to: Office of Consumer Affairs and Business Regulation egistration 1b82_2g 1 Type: 10 Park Plaza-Suite 5170 - Expiratip 1 f- 7`_<;:' Supplement Card Boston,MA 02116 ASTRUM SOLAR INCF DIRECT ENERGY SOLAi�;i F�� CHRISTOPHER MURPW ( ' l 15AVENI E -t:7 HOPKINTON,MA 01148 Undersecretary t valid hout sig ure Massachusetts-Departmentbf Public Safety' ' Board of Building Regulations and Standards Construction Super%J.4or 1 412 iamili R License:'CSFA-083813 + CIMSTOPMR 134 BURT ST a J NORTON MA 0166 If .�.., .tl `�k iQ`' Expiration i Commissioner. - 01/30/2017 F Ur' ect rod Solar November 19, 2015 Construction Official Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Structural Certification for Solar Panel Installation ` Cronan Residence 55 Biltmore Place West Barnstable, MA 02668 ' Dear Construction Official: A design check for the subject residence was performed on the existing roof framing for the installation of solar panels over the existing roofing. From a field inspection of the property,the existing roof framing are as follows: The roof structure(Roof A/X—'Hip end of roof B/Y)consists of composition shingle roofing on plywood decking that is supported by 2x10 rafters @ 16" O.C. with 2x8 ceiling joists tying into the rafters at the eave.The maximum projected horizontal span of the rafters is 14.9 feet, with a slope of 32 degrees. The roof structure (Roof B/Y) consists of composition shingle roofing on plywood decking that is supported by, 2x10 rafters @ 16"O.C.with 2x8 ceiling joists tying into the rafters at the eave.The maximum projected horizontal span of the rafters is 14.9 feet,with a slope of 32 degrees. In addition,'there are 2x4 collar ties @ 32" O.C. The proposed solar panel system will consist of solar panels(approximately 39" x 64") supported by'a Ecolibrium Eco-X racking system,with stand-offs spaced approximately at 4 feet O.C. The resulting system weight will be a superimposed load of 3.4 psf on the existing roof system. a Based on the information given above, it is my opinion,within a reasonable degree of engineering certainty,that the roof framing systems(Roofs A/X&B/Y) are capable of supporting the proposed solar panel system. The stand-offs for'the horizontal rows of racking should be staggered,so that the loading is spread out evenly on' the existing rafters: I further certify that all applicable loads required by the codes and design criteria listed below were applied to the Eco-X rail system and analyzed. Furthermore,the installation crews have been thoroughly trained to install the solar panels based on the specific roof installation instructions developed by Ecolibrium Solar for the racking system and Ecofasten for the roof connections. Finally, I accept the certifications indicated by the solar panel manufacturer for the ability of the panels to withstand the design loadings. 705 General Washington Avenue • Suite 650 • Norristown,PA 19403 'Phone: 800-903-6130 o Fax, 215-392-3258 • Web:directenergysolar.com Died Energy R Solar Design Criteria: • Applicable Codes: Massachusetts Residential Code'-8th Edition,ASCE 7-05, and 2005 NDS • Roof Dead Load: 9 psf • Roof Live Load: 13.1 psf (sloping) ` e Wind Speed: 115 mph, Exposure 8 • Ground Snow Load: 25 psf—Flat Roof Snow Load: 18:9 psf Please contact me with any further questions or concerns regarding this project. Sincerely, �P�1N OF M4ss9 _ .. o JFFREY L.MAGI STRUCTURAL No.52084 V 9 O Q Jeffrey L. Magee, P.E. FSstoNAL��G 1 705,General Washington Avenue Suite 650 Norristown,PA 19403 Phone: 800.903-6130 • Fax: 215-392-3258 • Web:directenergysolar.com (5) LG 0 a 0 0 Life's Good G .:ffiga r LG NeO r pack Immmu e LG's new module,NeONTM 2 Black,adopts Cello technology. Cello technology replaces 3 busbars with 12 thin wires APPROVED PRODUCT to enhance power output and reliability.NEON 2 Black �/ � demonstrates LG's efforts to increase customer's values D E !'.'o/`�, Ma 60 cell cnc� beyond efficiency.It features enhanced warranty,durability, Intertek performance under real environment,and aesthetic design IWI S64573 BSEN61215Phabmtaic Modules suitable for roofs. e000e_i Enhanced Performance Warranty eeevea High Power Output LG NeONTM 2 has an enhanced performance warranty. _ _� Compared with previous models,the LG NeONTM 2 e..eves eeee The annual degradation has fallen from-0.7%/yrto e=_=__ has been designed to significantly enhance its output ----- ----- __ -0.6%/yc Even after 25 years,the cell guarantees 2.4%p . e ""`""' efficiency,thereby making it efficient even in limited space. more output than the previous NeONT°"modules. Aesthetic Roof ' e""^O Outstanding Durability , =see; LG NeONTm 2 has been designed with aesthetics in mind, With its newly reinforced frame design,LG has extended e-------=---o thinner wires that appear all black at a distance.The ---_---e_ the warranty of the NeONTM 2 for an additional 2 years. e----- o r-----�-� product may increase the value of a property with it's Additionally,LG NeONTM 2 can endure a front load up to modern design. 6000 Pa,and a rear load up to 5400 Pa: r - • •. Better.Performance on a Sunny Day ""'-" Double-Sided Cell Structure �=9==? • LG NeONT" 2 now performs better on sunny days thanks.' �eev000»veeee The rear of the cell used in LG NeONT"2 will contribute to to its improved temperature coefficiency. a°___________ generation,just like the front;the light beam reflected from �oo'ool " L. — the rear of the module is reabsorbed to generate a great amount of additional power. About LG Electronics LG Electronics is a global player who has been committed to expanding its capacity,based on solar energy business as its future growth engine.We embarked on a solar energy source research program in . 1985,supported by LG Group's rich experience in semi-conductor,LCO,chemistry,and materials industry.We successfully released the first Mono X®series to the market in 2010,which were exported to 32.. - countries in the following 2 years,thereafter.In 2013,NeONTM(previously known as Mono X®NeON)won"Intersolar Award,which proved LG is the leader of innovation in the industry. LG NeON'2 Black Mechanical Properties Electrical Properties(STC*) Cells 6 x 10 300 W Cell Vendor LG MPP Voltage(Vmpp) 32.5 Cell Type Monocrystalline/N-type MPP Current(Impp) 9.26 Cell Dimensions 156.75 x 156.75 mm/6 x 6 inch Open Circuit Voltage(Voc) 39.7 e of Busbar 12(Multi Wire Busbar) Short Circuit Current(Isc) 9.70 Dimensions(L x W x H) 1640 x 1000 x 40 mm Module Efficiency(%) 18.3 64.57 x 39.37 z 1.57 inch Operating Temperature(*C) -40-+90 Front Load 6000 Pa/125 psf 1 Maximum System Voltage(V) 1000 Rear Load 5400 Pa/113 psf Maximum Series Fuse Rating(A) 20 Weight 17.0±0.5 kg/37.48±1.1 Ibs Power Tolerance(%) 0-+3 Connector Type MC4,MC4 Compatible,IP67 •STC(StandardTestCondition):Irradiance1000W/m-,ModuleTemperature25•C.AM1.5 'The nameplate power output is measured and determined by LG Electronics at its sole and absolute discretion. Junction Box IP67 with 3 Bypass Diodes •The typical charge In module efficiency at 200 W/W in reladw to 1000 W/m'Is-3.0%. Length of Cables 2 x 1000 mm/2 x 39.37 inch Glass High Transmission Tempered Glass Electrical PlOpelt185(NOCT*) Frame Anodized Aluminum 300 W Certifications and Warranty Maximum Power(Pmpp) 218 MPP Voltage(Vmpp) 29.5 Certifications IEC 61215,IEC 61730-1/-2,UL 1703, MPP Current(Impp) 7.38 ISO 9001,IEC 62716(Ammonia Test),. Open Circuit Voltage(Voc) 36.5 IEC 61701(Salt Mist Corrosion Test) Short Circuit Current(Isc) 7.83 Module Fire Performance Type 2(UL 1703) *NOCT(Nominal Operating Cell Temperature).Irradiance 800 W/m2,ambient temperature 20•C wind speed 1 m/s Product Warranty 12 years Output warranty ofPmax Linear warranty* _. Dimensions(mm/in) (measurement Tolerance±3%) •1)1 st year.98%,2)Aker 2nd year 0.6%p annual degradation,3)83.6%for 25 years Temperature Coefficients 9 9 NOCT 46±3 oC Pmpp -0.38 YWC Voc - - -0.28%/°C o.mix o.mrr o.via hmgabhno sm�ea.rr�. Isc 0.02%/°C _ Characteristic Curves „�.,,�r o •ism mo�h ? 1000W . e5p 10,00 600 .ruurbouWsal 4,00 40OW zoo 2o0w P P valagr N1 0.00 5.00 10.00 15.00 20-00 25.00 30.00 35.00 40.00 45.00 ?A " Md Elm 120 ----- so _--------------------------____..-----.-.-_.-_.-...-._____....... ......._._. _ - P- 60 _._...._..._.._--------------------------__-----------------------_------------- 0 .............._------------------------_____---------___--------------.._------ tj 20 F m -25 0 25 so 75 90 The distance between the center of the mounting/grounding holes. North America Solar Business Team Product specifications are subject to change without notice. ® LU LG Electronics USA Inc DS-N2-60-K-G-F-EN-50427 a � Ufe+s Good 1000 Sytvan Ave,Englewood Cliffs,N107632 - _ • Copyright©2015 LG Electronics.All rights reserved. Innovation for a Better Life Contact tgsolar@tge.com Ol/04/2015 www.lgsolarusacom 5 Enphase®Microinverters Enphase@M250 0 0 to The Enphase® M250 Microinverter delivers increased energy harvest and reduces design and installation complexity with its all-AC approach. With the M250, the DC circuit is isolated and insulated from ground, so no Ground Electrode Conductor (GEC) is required for the microinverter.This further simplifies installation, enhances safety, and saves on labor and materials costs. The Enphase M250 integrates seamlessly with the Engage'Cable, the Envoy® Communications r Gatewaj', and Enlighten®,Enphase's monitoring and analysis software. PRODUCTIVE SIMPLE RELIABLE -Optimized for higher-.power,- ,. ' - No GEC needed for microinverter -4th-generation product modules a< '' " '° - No DC design or string calculation - More than 1 million hours of testing Maximizes energy production required and 3 million units shipped Minimizes impact of shading, - Easy installation with Engage - Industry-leading warranty, up to 251 dust,znd debris _ . ,` 4 r .`: ;Cable: years enphase® .: $A E N E R G Y . C US Enphase®M250 Microinverter//DATA INPUT DATA(DC) M250-60-2LL-S22/S23/S24 Recommended input power(STC) 210-300 W j Maximum input DC voltage T 48 V Peak power tracking voltage. 27 V-39 V - A Operating range 16 V-48 V Min/Max start voltage _a _ 22 V/48 V Max DC short circuit current 15 A Max input current .9.8 A OUTPUT DATA(AC) @208 VAC @240 VAC Peak output power 250 W 250 W Rated(continuous)output power '240 W 240 W Nominal output current .1.15 A(A rms at nominal duration) 1.0 A(A rms at nominal duration) Nominal voltage/range 208 V/183-229 V 240 V/211-264 V Nominal frequency/range 60.0/57-61 Hz 60.0/57-61 Hz Extended frequency range' 57-62.5 Hz 57-62.5 Hz Power factor >0.95 >0.95 Maximum units per 20 A branch circuit 24(three phase) 16(single phase) Maximum output fault current 850 mA rms for 6 cycles 850 mA rms for 6 cycles EFFICIENCY CEC weighted efficiency,240 VAC 96.5% CEC weighted efficiency,208 VAC 96.0% Peak inverter efficiency 96.5% Static MPPT efficiency(weighted, reference EN50530) 99.4% Nighttime power consumption = 65 mW max MECHANICAL DATA Ambient temperature range -400C to+65°C Operating temperature range(internal) -40°C to+85°C Dimensions(WxHxD) 171 mm x 173 mm x 30 mm(without mounting bracket) y+ Weight 2.0 kg Cooling Natural convection- No fans l Enclosure environmental rating Outdoor- NEMA 6 FEATURES Compatibility Compatible with 60-cell PV modules. Communication Power line Integrated ground The DC circuit meets the requirements for ungrounded PV arrays in NEC 690.35. Equipment ground is provided in the Engage Cable. No additional GEC or ground is,required. Monitoring Free lifetime monitoring via Enlighten software i Compliance UL1741/IEEE1547, FCC Part 15 Class B,CAN/CSA-C22 2 NO.0-M91, �_..m. 0.4-04,and 1071 01 , Frequency ranges can be extended beyond nominal if required by the utility To learn more about Enphase Microinverter technology, ( 1 enphaSe® visit enphase.com E N E R G Y ©2013 Enphase Energy.All rights reserved.All trademarks or brands in this document are registered by their respective owner. The new EcoX is an innovative, rail-less racking system, proven to organize the installation : process. The flexible design offers a clean aesthetic, �. simplified logistics,and delivers a higher quality installation at a lower cost per watt. t o u i Fast. Simple. Supported. = Modules drop in From above Universal components mount to The Ecolibrium Field support team and there is never a need to standard Framed modules: With oFFers on-site installation training reach over or walk on modules. a single socket size and a wide and ongoing technical support. Pre-assembled components range oFadjustment, it is quick And From project planning to and, quick connections'make and easy to install any array, logistics to installation, we are EcoX easy to install. t with a clean, Finished look. dedicated to customer service.. ' salespecolibriumsolar.com US:740-249-1877 i www.ecolibriumsolar.com ECofiblrlumSolar ME NOW- Aesthetic Design Cable Management A wide range oFadjustment makes it easy to install a Whether installing with Microinverters, Power straight, level system. Components are designed to Optimizers, or String Inverters, EcoX provides wire blend into the array, and the aesthetic"skirt creates management provisions to both prep the modules, and a Finished look. Alternatively, a skirt Free option is to route homerun or trunk cables throughout the array. . available to provide a more traditional look. -0 Ec—oX - Layout •Oticge Oeaele OeiarroeGab Taal, 0 •OaaalMkkoOmManMla,aVNmnoveG ' Flexible System Design Single Point Grounding The EcoX Estimator is a powerFul racking system EcoX and approved modules create a continuously design tool.The user inputs all site conditions and bonded system. The installer can connect a Finished can layout multiple rool'surfaces. The EcoX Estimator array to ground with a single bonding lug. outputs a site specific design package with engineering specs and bill of materials. Technical Specifications Racking components:Aluminum, stainless hardware, dark Materials bronze anodized upper surface, mill finish lower surFaces Flashings:Aluminum, black powder coated Finish Grounding/Bonding Validation UL2703 -see installation manual For specific module approvals Fire Resistance Validation UL2703 - Class A,Type 1 and Type 2 modules Mechanical Load Validation UL2703 -see installation manual For specific module approvals Flashing Validation ICC-ES AC286/UL441 Rain Test For Roof Flashing Adjustability 1"vertical range, 3.5" North/South range, connect anywhere in East/West direction Warranty 15 years salesRecolibriumsolaccom US:740-249-1877 www.ecolibriumsolar.com 'gyp EcofibriumSolar Direct Energy Solar Res December 11, 2015 Construction Official s- EC 162015 p r l� Town of Barnstable � "" . �., I� OF8�'6RAI SIABLE 200 Main Street Hyannis, MA 02601 RE: Structural Certification for Solar Panel Installation Cronan Residence 55 Biltmore Place ;< AA,4Qr+.o.,w,.tab , MA 02668 ' i Dear Construction Official: ' A design check for the subject residence was performed on the existing roof framing for the installation of solar panels over the existing roofing. From afield inspection of the property,the existing roof framing areas follows: The roof structure (Roof A/X--Hip end of.roof B/Y)consists of composition shingle roofing on plywood decking that is supported by 2x10 rafters @ 16"O.C.with 2x8 ceiling joists tying into the rafters at the eave.The maximum projected horizontal span of the rafters is 14.9 feet,with a slope of 32 degrees. The roof structure(Roof B/Y)consists of composition shingle roofing'on plywood decking that is supported by 2x10 rafters @ 16" O.C.with 2x8 ceiling joists tying into the rafters at the eaves The maximum projected horizontal span of the rafters is 14.9 feet,with a slope of 32 degrees: In addition,there are 2x4 collar ties @ 32" O.C. The proposed solar panel system-,will consist of solar panels (approximately 39"x 54")supported by a Ecolibrium Eco-X racking system, with stand-o`ffs spaced approximately at 4 feet O.C. The resulting system weight will be a superimposed load of 3.4 psf on the existing roof system. Based on the information given above, it is my opinion,within a reasonable degree of engineering certainty,that the roof framing systems(Roofs A/X& B/Y) are capable of supporting the proposed solar panel system. The stand-offs for the horizontal rows of racking should be staggered,so that the loading is spread out evenly on the existing rafters. I further certify that all applicable loads required by the codes and design criteriarlisted below were applied to the Eco-X rail system and analyzed. Furthermore,the installation crews have been thoroughly trained to install ' the solar panels based on the specific roof installation instructions developed by Ecolibrium Solar for the racking ,r system and Ecofasten for the roof connections. Finally, I accept the certifications indicated by the solar panel r _ manufacturer for the ability of the panels to withstand the design loadings. 705 General Washington Avenue •..Suite 650 Norristown;PA 19403 F Phone: 800-903-6130 • Fax:215 392 3258.. • Web;directenergysolar.com' _ lyd Sol a @PM2 Direct Energy Design Criteria: o 'Applicable Codes: Massachusetts Residential Code-8"Edition, ASCE 7-05, and 2005 INDS • Roof Dead Load: 9 psf, • Roof Live Load: 15.7 psf (sloping) • Wind Speed: 115 mph, Exposure B e Ground Snow Load: 30 psf--Flat Roof Snow Load: 22.7 psf Please contact me with any further questions or concerns regarding this project. Sincerely, °�IHOF4% �p JEFFREY L. u, t MAGEE 9* c� STRUCTURAL No.52084 Ago�ForsfER��``Q �SSIONAL LNG Jeffrey L. Magee, P.E. ?05 General Washington Avenue • Suite 650 Norristown, PA 19403 Phone: 800-903-6130 Fax: 215-392.3258 • Web:directenergysolar.com r VE t Town of Barnstable *Permit# Expires 6 months from issue date �T Regulatory Services Fee BARNSTABLE. ` Q 'SASS' Richard V.Scali,Director S5•M rFD hAp`t A �Building Division ~ �qr. Tom Perry,CBO,Building o",missioner 1`O 200 Main Street,Hyannis,MA��2�6© O�CS www.town.barnstable.ma.usHN 4 Office: 508-862-4038 S �-1.1,F-ax: 508-790-6230 EXPRESS PERMIT APPLICATION -` RESIDENTIAL-ONLY t �] I Not Valid without Red X-Press Imprint Map/parcel Number Property Address � �' �He rol Residential Value of Work$ D Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address Contractor's Name I Telephone Number Home Improvement Contractor License#(if applicab e)`' ®�2 Email: ,��, � [ � �/ Ao � Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: ElI am a sole proprietor ❑ I am the Homeowner ' I have Worker's Compensation Insurance Insurance Company Name Workman's Comp:Policy# ��,�' Copy of Insurance Compliance Certificate must accompany each permit: � f Permit Request(check box) Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to - - - A' ❑Re-roof(hurricane nailed)(not stripping. Going over, existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value. (maximum.32)#of windows '#.of doors: •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 mustsgnProperty Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Super`visorsLicense is. required"` - SIGNATURE Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 040215 r 3f Y` `4 17ke Comrtronftveakh o,f Vassachusetfs Departwe it o,f rhdusfrial Accidews - f3,f -ce o,f Invmtfgadons 600 Washinglon Street ` Boston,M4 02111 ttvrvty njas&gov1dia ' MTurkers' Compensafian Insurance Affidavit B•mldersiCuntrartarslEIecfricians!Plumbers licant Inf nmaiiGn Please Print Lemib Name(Business,'1Drganrzaatiaaffiidiuizival): - Addi-e : CAY/Stage& W Phone i'v': J V�_Clf Are you an employer?Checkthe propriate box: Type of project(required).: am a employer Imth 4. ❑I am a general contractor and I 6. ❑Nm eonstrwtion employees(fun andlor part-time).* have hired.the sub-contractoes ; 2.❑ I am a sole propnetor or partner- listed on the attached sheet. I- ❑Remodeling , slip and have no employees. These sub-c=traaors have g- ❑Demolition wad-in; for me in any capacity. employees and hn a wodmrs' [No Workers,comp- r�c�xanre � cep-menrarrri+# g- ❑Building additionrewired] i 5. ❑ We are a corporation and its l0_❑Electrical repairs az additions 3.❑ I am a htmaeoumer doing all work officers have exercised their I L❑Plumbing repairs or•additions myself[Trio workers'camp. fight of exemption per MGL- �ofrepairs insurance required-]T c.152,§In and we have no employees-[No worms' 13-❑Other comp.insurance required_] _ 'Any app&Mt fat checks box 91 mast also fill outthe sectionbelaw shovdng their vaAere compensatianpoay informadoo_ liamevarn4rs who subunit this afiidatit indnXatiag they are thing all woz£aad thai hie outside caattactars zmmst submit a item affidavit inclieaiing saicb ZCannactors that rhea This boa must attached am additional sheet showing the name of the sub-couftwctars and state whether or not those entities ham employees.Ifthesubtaattacteeshave employees,they imtstpm-ide their workers,ramp.policy number. lam art eiifpLolrwrtliatispr4nidbWvtorkers'cougmisird4aiiiun:ratzceformyeHrpLojeeT. Betoov is the policy and job site information. Insurance Company Dame: Policy#cr Self--ins.Lic.# Expiration Date: 1911cf / Job Site.Address:�/� � City/State/Zip: �,� Attach a copy of the wort-ers"compensationpolicy declaration page(shaving 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$1,50D 00 anc lar one-year imprisonruent,as wen as civil peuakies.in the form of a STOP WORK ODDER and a fine of np to$250_DO a day against the-violator. Be advised that a copy of this statement may,be forwarded to the Office of Investigations of the DIAF for insurance coverage yrerifiration- I do hereby card ,under the pauis w; rt hies ofpevkly that lite utformationprti i&d abm a is , d correct $i Date: cJ Phone® Official use only. ,Do not write in this area,to be campLeted by chy or'40115n offidaL City or Town: PermitlLicense# Issuing Authority(circle one): 1.Board of Health 2.Budding Department 3.(2tylTowa Clerk d.Electrical Inspector':3.Plumbing Inspector 6.Other Contact Person: - Phone#: Information and Instructions Ivlassachusetis Geheaal Laws chapter 152 requires all employers to provide workers'compensation for their emPIOY=S- pursumattD this statute,an.employee is defined as.'-.every person in the service of another under any contact of hire, express or implied,oral or writterC An e2npT7yer is defied as"an individual,par(nersh�p,association,corporation or other legal entity,or any two or more of the foregoing engaged is a Joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an iadividnal,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than threw apartments and who resides therein,or the occupant of the - dweIliag house of another who employs persons t do maintenance,construction or repair work on such dwelling house or on the grounds or building appur!!n themto shall not because of such employment be deemed to be.an employer." MGL chapter 152,§25C(t7 also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate,a business or to construct buildings-m the commonwealth for any applicantwho has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MOIL chap trr 152, §25C(7)states"Neif3ies the m comonwealth nor any of its political subdivisions shall enter into any contract for the perfomaaace ofpublic work until aoceptable evidence of compliance with the;nsr„-ance.. rt--c niece of this chapter have Been presented to the contracting avthouty_" Applicants Please fill out the workers'compensation affidavit completely,by chf--c R the boxes that apply to your sitnation and,if necessary,supply sub-contractor(s)name(s), addresses)and phone number(s) along with their certificates) of hLs, ice. Lirn t Liability Companies(LLC)or Limited LiabidtyPartnerships(LLP)withno employees other than the members or partners,are not required to tarty workers' compensation fi suaance. If an LLC or LLP does have employees, a policy is required. B e advised that this affida:vrt may be submitted to the Department of Industrial Accidents for confirmation of insm-ance coverage. Also be sure to sign and date the affidavit The affidavit should be retrmmed to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-Tr,crrrance license number on the appropriate line. City or Town Officials . r - Please be sai e that the affidavit is complete and primed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contract you regarding the applicant Please be sine to fill in the penitllicense mrnber which w171 be used as a reference number. In addition,an applicant submit one affidavit indi curet 't e applications m en ear need o ram ' m ' Ie emutllicens Iicaii any 1� year, �' that must submit ultrp p aPP p olicy i m�ration Cif necessary)and under"Job Site Address"the applicant should write"all locations in (city or own)_"A copy of the affidavit that has been officially stamped or maimed by the city or town may be provided to the applicant as proof that a valid affidavit is on file for fntore permits or licenses. A new affidavit must be fiIled out each year.Where a home owner or citizen is obt dah3.g a license or permit not related to any business or commercial venue to co lete this affidavit ' to bum leaves etc. said error is NOT mp (Le. a dog license orpermrt , ) p req�d The Office of Investigations would like to thank you in.advance for your cooperation and should you have any questions, please do not hesitate to give us a call The Departments address,telephone and fax number: The CGIOMMwealth of Ma s chusztts Department of hidu-stial Accidents Office of jve&t�gatio= 1504-Washington Sire�tt 3�ost�Il�fA f1�1IF . T(,-L 0 617-'27-49i 0 Qxt 406 or 1-a77-MAS F Fax 0 617-727-77et9 Revised 4-24-07 .masa-gav/dia �oF tp � BARNSTABM Town of Barnstable ArED MA't A - Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 , Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize h4 to act on my behalf in all matters relative to work authorized by thi building permit application for: - -S PAry)366 e, -Z 1'�W (Address of Job) fic Signature of Owner Date Print Name If Property Owner is applying for permit,please complete the Homeowners.License Exemption Form on the reverse side. QAWPFU-ES\FORMS\building permit forms\EXPRESSAm Revised 040215 E` , Town of Barnstable Regulatory Services SHE tO Richard V.Scali,Director Building Division * riAerrsTAsM Tom Perry,Building Commissioner MASS. 1e39. 200 Main Street, Hyannis,MA 02601 pTFD � www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# . CURRENT MAILING ADDRESS: - 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 individuaffor hire who does not possess a license,provided that the owner acts as supervis ITI or. DEFINON 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 supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules &Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. . To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. QAWPFILES\FORMS\building permit forms=RESS.doe Revised 046215 l CERTIFICATE of LIABIUTV INSURANCE °'� ,03/302016 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 COMFiCATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: n the cor0cate trofder to an ADDITIONAL INSURED, tee purm) cO mtst be eraolse0. It 8UBRDOATION 13 WANED, w4jeat to the temis wM conditions of dw part y,a oWs pelides may require anentimmmL A stowrard on this cwdrt a does not confer r19i1ts to dw certlllcate holder M fieu of such w dunmmcft*) PRODUCER Ph*W 487e1851-NW FWC Islas)e51--010 CONE Sulilvan insurance Agency SULLIVAN INSURANCE AGENCY PHONE a51 4800 � (978)B5148d8 W MAIN STREET EWA TEWKSBURY MA 01878 ACOREM vewR9P4%AFP00IN6 CW49LM E NAIL S m anet A XS Brokers Insurance Agency.Inc - THOMAS A HILCHEY INMA M B : ACE Group DBA THOMAS A HILCHEY CONSTRUCTION INSURER C•: U OLD CHATHAM ROAD INSURER D: HARWICH MA 02M Ian E Ir�17RERi : COVERAGES CERTIFICATE NUMBER:25048 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED A60VE 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 AFFORMI) BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH ES LIMITS SHOWN MAY HAVE 183EEN REDUCED BY PA) CLAM 1NM TTPEOF INBURANCE AM SUB PCLICYNUNtNsltPoLtcvm Poucraw .� A s arRAu err 3AA104273 05=15 09Pl�16 Each ocCURRE cE. S 1,000,000 DAURIGETO X a OMAI RCIAL GENERAL LUWLITY S 50.000 C AUNB-MaflE OCCUR, 1,000 Ft3t OW&ADVINAW S 1,000,000 GeaeRAL A00RWAT6 S 2,01111,80i GENt.AGGRE"TE LIMIT APPLIES PM PRDOJCTS-COMPW AM S 2,000,000 PoucrRO' Inc s AWGUO riC UABUff IrowlenvEousnE�caleiT S ANY AVTO BODILY INJURY Q'etaal1 S A"OWNED BODILVIWURv(Pma¢�nx1 S AUTOS HIREDAVT08 � � P S S uilaaeaA uaa ocow FAM OCCURRENCE $ EKCM Rua Hcj-"SMAM* - ACa:>W"TE S D®I 1wroams E BWORIWERS a�troAATloa 1 6502UB-2E006 04MG 03/ AM6 03M5M7 x TORYLuma Uk S AM PROHWMnpnp You� E.L.EACHACCIDEW S 10g000 NaA F-L O EASSrAEUPWM S 100,000 o e rta au se tct.OtsFAs6PWJCvuImT s 500,000 DESORPTION OF OPERAT M I LOCATIONS I VENICLIES(A IM AGOW 1ol,A446mW ftarnift a ninon epaoe le rewired) Thomas Hilchey Is exckided fortheworkers Campenzatlon Polcy. CERTIFICATE HOLDER CANCELLATION Thomas HrTchaey SHOULD ANY OF THE ABOVE DINCRIM K UCIES BE CANCELLED BEFORE THE EKPIRATION DATE THEREOF. NOTICE VOL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ALIMORM 4EPtESMATME Attenteon ACORD 25(2018)" o ACORD CORPORATI= Ail rig is meat. TINS ACORD name and logo are marks of ACORO � W a g Ya Massachusetts Department of Public Safety Board of Building Regulations and Standards License:CS4"718 ., Con+structio� TH MAS A HILCHEY =_- 82 01.D CHATNAM RQ. t,."jZU � Expiration: Commissioner 09118rmr TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION + p� (� Map Parcel �� `� y Application # V q Health Division Date Issued Conservation Division Application Fe 6 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis J(/ Project Street Address 6; l•j Ih41Zt-:: )AtC Village 0�(� Z Owner Dih-JiD + lernSXek CmIAt\p4 Address S,NML Telephone ® Permit Request j riA O►1 lq Square feet: 1 st floor: existingproposed 2nd floor: existing proposed Total new g Zoning District Flood Plain Groundwater Overlay Project Valuatio 0 000` - Construction Type Lot Size —/ Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family l� Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: dFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing -new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: U Gas ❑ Oil ❑ Electric ❑ Other Central Air: YYes ❑ No Fireplaces: Existing New Existing wood coal stovet-0 Yes:❑ No n Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑':ex"sting O,gewze_ Attached garage: dexisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: co Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ v Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name aM Al_ Cii sTb VJ cjfl!Zl�5 \� Telephone Number 5C E 77 to - S'3 6 2' Address 46` 2Q)< I®Z License # C,J •- 5� I 5 f,6A MOIZE j6efNcA Nl N d Z 5'L-Y Z_ Home Improvement Contractor# / �4 Email C.C\0 LLCr 0 Comck. T o :g eT' Worker's Compensation # WGC. 6®I1 L,T5©1 zyrz_ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO "_�ou SIGNATUR DATE FOR OFFICIAL USE ONLY APPLICATION� # E c DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER F � t ' DATE OF INSPECTION: i FOUNDATION 10 �R FRAME INSULATION 3S F FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL s GAS: ROUGH FINAL I FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. L t 27m CCo;r nromtwd i of Massachusetts Deptiartixrent offidustriid Accidents - - Office OfInmfigalions 600Waxhingfon Street Boston~,M,4 02111 wnnY.ma-mgmldia Workers' CampensatianInsurance AffidavitBuilders/❑ontract-orsfE.ectriciansfMwnbers Applicant Information Please Pxinnf Legibly Name(Btrsine�l6�anizarionlIndiaidnal): C O P6TAL- C u 5t s n UJ QCYA wo6-S � 1 Cityf5tatx-Mp: Ghl-,M`(\�U -tefkc-K IVN?� Phone 4-- 50'9 Are you an employer?Check the appropriate bow: Type of a'ect r ,E,/ 4. I area contractor and I � y I (equired): L L`1 I am a employer with. � ❑ � 6- ❑New o�i�ion employees{full andlorpart-time)* have hired the sub`COnttacfars 2.,❑ I am a sole proprietor or partner- listed on the attached sheet 7+- ❑Remodeling ship and hate no employees Thy sub-oontfac m have g- ❑Demolition wodcing forme in any capacity employees and have workers' 9- ❑Ruildmg addition [No.vroArm.Carp-insurance Comp.insurau t " ed_ 5. ❑ We are a corporationand its 10-0 metrical repairs or additions requsz � h - 3. homeowner am a homeoner doing all work officers ave exercised their I I-0`Plumbing rep or additions myself[No workers'0DMp- right.of eiwnption per MGL 12❑' of regains c-152, §1(4),and we line no instrxnre required-]F 13_ 'Othel�RSti�ne�Tdt't�VV1 employees [No worm' camp-insurance mquireti.I *Any appliczurtthat checks box#1TImS'also fMoutthesectionbelow showing therwoiiken'compensa wPoHuinfmmud= �Hrtmeowners who sab»fit this af�Lavit indirstiug they aze doing sn t�ndk cad�hire outside couttactors nmsi snboaai a nee,:s�dsrit inXr�snrh_ =Coubmctnrs that check this box must stuched an additional sheet shaesiag the nme of the sab-caatxturs and state whether tsnot t3tase p>tib"es have employetss. Ifthe nab-Couttadars hate employees,they nmst provide their warless'Comp.paffcg number- lam art employer thins pmlidittg tr�orkers'compensation irmirrntce for tub,,employees. Below is thepag aed job site informatiom Insurance Company Name: t SS 0C, Pei;► f'c\' 1 �d � - -1N� Policy##or Self-ins-Lic-k: W CC. Sot W 4 ISO 110 b-L ExpirationDate: Job Site Address �� E iAT°' (0%7 L; D1 Nt�; 6411 1T It Citw'State zip:Ceh�'C_Itll alrlc ilYl VC `cs� Attach a dopy of the workers'compensation policrI dedaration page(sh+owmg the policy number and expiration.date). Failure to secure coverage as mq*edunder Section 25A of MGL t- 152 can lead to the imposition.ofcriminal penalties of a fine up to$1,500.0a andlor one-year impris rt,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 maybe forwarded to the Office of Investigations of the DIA for insumce coverage vetifiration_ I do hereby cots fy under the IIdpenaIties ofj e ury that the info rm a tion pnnided abmw is true,and.correct Si tie: Date: f g Phone#' 5.0 8 O,f kiat use atify. Der not Curtis in this area, be completed by city or town of ficiaL City or Town: Permituceme# Issuing Authority(drele one): 1.Board of Health 2.Building Department I Cityfrown Clerk 4.Electrical inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 6 Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto this statute,an employee is defined as"._.every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer;or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the - dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or Iocal licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." _ Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-coatractor(s)name(s),addresses)and phone number(s)along with their cent ficatc{s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage.- Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple pennitllioense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations mi (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is oa file for future permits or licenses. A new affidavit must be fulled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address;telephone and fax number: The Commammlfh of M ssachu�tt s Depaztment of Industrial Accidents Office of kvestigvatioas 600 waslagtan Street $.anon=MA 02111 TeL#617;727-4900 ext 406 or I-UTMASWE Revised 4-24-07 Fax# 617-727-7749 - Wwvr mass�gov/dia Client#:20662 2COASTALCU 'ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD"YM 01/27/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING 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 endorsement(s). PRODUCER CONTACT NAME: Dowling&O'Neil PHONE 508 775-1620 F 50 Insurance Agency E-MAIL Ext: (A/C No: 87781218 973 lyannough Rd., PO Box 1990 ADDRESS: Hyannis,MA 02601 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:National Grange Mutual Insuranc INSURED Coastal Custom Woodworks,LLC INSURER B:Associated Employers Insurance P.O.Box 102 INSURER C:Hanover Ins.Company Sagamore Beach,MA 02562 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MMIDDIYYYY MM/DD/YYYY A GENERAL LIABILITY MP052143 3/22/2013 03/22/2014 EACH OCCURRENCE $2 000 000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea ocaiErrence $500 000 CLAIMS-MADE �OCCUR MED EXP(Any one person) $10 000 PERSONAL&ADV INJURY $2,000,000 GENERAL AGGREGATE $4,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $4,000,000 POLICY P p LOC $ C AUTOMOBILE LIABILITY BINDER371187 12/19/2013 12/19/201 ED aBclidentSINGLE LIMIT 1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED 1XX SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS $PER X HIRED AUTOS AUTOS NED Pe�acciden DAMAGE UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B WORKERS COMPENSATION WCC50050114952013A 11/13/201311/13/201 X WCSTAT mu,- OTH. AND EMPLOYERS'LIABILITYS ER ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $5OO 000 OFFICERIMEMBER EXCLUDED? 51 N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT s500,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION ServPro of Upper Cape Cod&the SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE pp p THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Islands ACCORDANCE WITH THE POLICY PROVISIONS. 108 State Road,PO Box 307 Sagamore Beach,MA 02562 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S123727/M123726 KKM xe Office of Consumer Affairs&Bdsi�ess Regulation License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: r1.50297 Type: Office of Consumer Affairs and Business Regulation g Expiration: -3/23/2014 - Ltd Liability Corpor, 10 Park Plaza-Suite 5170 Boston,MA 02116 CO STAL CUSTOM W00DWORKS.LLC hni THEODORE POMEROY `'- t A' 2 OCEAN PINES DR SAGAMORE BEACH MA 02562 Undersecretary Not valid without signs re y Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction SupeTN'isor License: CS-051311 THEODORE S ppROY PO BOX 102 'Sa 'a re Beach 1tiIA 02562 �p J.�+.. J1Jrf� '�•0t• expiration Comm+ssioner 02115/2015 V � E r Town of Barnstable - i t Regulatory Services * MASSgi Richard V.Scali,Interim Director �6 tips' Building Division Tom Perry,Building Commissioner 200 Main Street;Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete.and Sign This Section If Using A Builder ,as Owner of the subject property hereby authorize�� tAL _r QS na to act on mp behalf in all matters relative to work authorized by this building permit SS i�-��Tim�,z� 171 (�C� CPr1�P1T U►11 ti un 0 �3 D, (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or.utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant �e�olZs- S�rnerZoc.� Print Name Print Name ! Date Town of Barnstable Regulatory Services fzxe Toty� Richard V.Scali,Interim Director �* Building Division RA INCrARM lF - Tom Perry,Building Commissioner MAM 200 Main Street, Hyannis,MA 02601 QED www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6210 HOMEOWNER LICENSE EXEMPTION ; Please Print DATE: J013106ATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: 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 Persons)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 supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities'of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness_often results in serious problems,.particularly when the homeowner hires unlicensed persons. In this case; n our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. n•�uroFrr�c�>:nuMcu�„'t�i;.,s Hermit frnmslEXPRESS.doc . I � l t Ll N 4 M F a � +. a OKE DET OTORS REVIEWED zy— "Uqo�c,a BARNSTABLE BUI NG DEPT. DATE •� FIRE DEPARTMENT ' DATE ` BOTH SIGNATURES A.RE REOUI RED I"Oh PBRiV117TI - t aCl CARBON MONOXIDE ALARMS a� MUST BE INSTALLED PER Z,I00 Ql ''� MASSACHUSETTS BUILDING CODE �oye SMOKE DETECTORS. O.K. BARNSTAEkLE B ILDING DEPT. `Qa li a a 00 1 =mx 0.0 - - - 4- 094L V-A tEH Ll i Y,�°=I�,�,. •. ;ice� • j = I� I I I I I orris c_ A 771, cnn 4�fOn1�„�{LiP �I 7�OGLYaKa�C� � C O I � v — _._.. ,60i�•Health-Biv�s>iQrt --- ----------- Town of Barnstable --!!I" !�A 1 PO Box 534 y2"11'., .... �yannis, Massachusetts 02601 ax(508)775-3344 to- cl . j 401 el li Town of Barnstable , PO Box 534 li�l =1 Hyannis, Massachusetts 02601 x(508) 775-3344 G one(508) 790-6265 (� J"4�lb"'�. I.O�V'*r !'�� 7"10•I}14NNJ�'''•!/� `� �cl A �'7c l�r IGU� '� o.l' 0 t� t'GLTI�'ril••<-I°i..I��x P�'''•�it!r'l'�BY:+7� If`t<ir:!•. 1s � ►fK.a! st �'-�IY.eGN'i'ti'�+'(i I•'C•,nri..-� IL.uCu eim.,'32 %S/i�il�%.41/d'11�v�.nlfrY^`'•.�.��.7'DY ��,iy(',.'.....I fC.:•�t"•'�i fp"l'i�-'•�i•'r�'-/' �i�t'!-.��..�.�.✓�c+' ��tyG,u!i•�;r - Ij _i1 I — — — — -- - r — _II_yl _ _ _ I •I �� I �••��,Ic.�'.� ,GI I� I I I t I T Idµ.��. =tea.•ra.l�� I -r--�— -�-+-1— - {-�• I-I - -r=1— -e-�-O 1 Y V!' tQ ( fs I o Ic'a,�l�i/J.rl7"I �'�i►I�1 C'�r7.!�J'�'�j�rl��c:i I(��'T�'_r --_. .G.�:y.._I� ,: •...ovmn: 1 wwnw,6p}p wri� �avko �.. Q r>c�(s Nsti✓ " 15'f/J4PWi V(T/T2 kl�'LA f'Ron AZ1,Q7w'R—d �.. E-- Y r. � IG" � o.c -•> � vv l- Il .11..�J,.•ll_-ll....11�11..,11,..11.�JL.11�(LJL N ' ft � n i to 71e, r �- � �-- 2y _lo eo 11G• o.e.,--y- � �� IwNf __ ........ I � S'ZYIOMG2tRT�;*kj L�u�awt I � � (� Qy'OcIG'ot �I.tI •2r�IC'IG•'c 7 4'O ! I II `� F I CTAF7,{Crl4f�e.,ftr I iµd•�1.."�'," I eax i I I,Iluvfi_"sr rs �1. � ..«-�.- �rlc�i2'�c —► ,(•'"� _L. . � _� - I �—a nCP L — Qy iGrRf�V`2 .: 5:2rIZG>z•( _ �' '' <P to�.lc. - !4�'tkbR'�br:d' f ��- ra.✓n2r� <�Ct�r1s p..r_y - ��10`Y r°+•� ��S71A.LAI,L✓ls1.U•�.• ' -I• �r''�E �,'. G-.IQ.f ut1 e c+o.l �iN'Y11rJ�F%1��I M'{7"">ISLo�.J!rZ'rG I.�Ly�.. .I!J C 1 G•y 2.,C..Yl'-ry lAnll. IAV' THE ' FOLLOWING . . IS/ARE THE BEST . . IMAGES FROM POOR QUALITY ORIGINALS) I M �� pAtA ESTIMATED PROJECT COST WORKSHEET Value LIVING SPACE (high end construction) square feet X S115/sq. foot= (above average construction) square feet X S96/sq. foot= M ' (average construction) square feet X S57/sq. foot= GARAGE (UNFINISHED) square feet X Wi/sq. foot= Z Do . PORCH ( 2,0 square feet X$20/sq. foot= 24 00 DECK square feet X$15/sq. foot= OTHER square feet X$??/sq. foot= co Total Estimated Project Cost 210 to 30P), /nc/usionarY Affordab/e Housin�ee ff/ Ressid"ential Commercial" BAY COLONY SYSTEMS,INC. EXPLANATION AMOUNT 53-7147/2113 78 ROUTE 6A SANDWICH, MA 02563 8 "AY lJ h�OUNT IF ATE DOLLAR$ TO THE ORDER OF CHECK DESCRIPTION - CHECK AMOUNT NUMBER t 6 lI \ $ `J. C4 MITY THE COMMUNITY BANK eN BROCKTON, MASSACHUSETTS 02303 m MM M� ,. _....___ M- II'006 38 1u' 1: 2 1 13 7 14 76I: 5630 1721 7u ESTIMA TED PROJECT COST T Value LIVING SPACE (high end construction) .square feet X$115/sq. foot= (above average construction) R square feet X$96/sq. foot= (average construction) square feet X$57/sq. foot= GARAGE (UNFINISHED) 424 square feet X$25/sq. foot=. 1z, 100 . PORCH —0 square feet X$20/sq. foot= 2q.o DECK square feet X$15/sq. foot= OTHER square feet X$??/sq. foot= co�_qn' Total Estimated Project Cost 20 Z�2 302 /nc/usionary Affordable Housing Fee Residential ❑ Commercial" Property Owner's Named Project Location Project Value Oe (p _ Permit Number "Existing Sq.Ft. —s "Proposed New Sq. Ft. 9 Fee $ o?, 06 3 • �O TOWN OF BARNSTABLE R I S E 7012 MAR ! 2 A 7: 2 5 Division of Thielsch Engineering,Inc. 1341 Elmwood Avenue ENGINEERING Cranston,Rhode Island 02910 . OIVIl A 0 IN Tuesday, February 29, 2012 Town of Barnstable Thomas Perry,CBO 200 Main Street Hyannis, MA 02601 RE: 55 Biltmore Place; West Barnstable, MA 02668 Barnstable Building Permit#: B20120339 Dear Mr. Perry, VT—Lt. cff This affidavit is to certify that all work completed at55_Biltmore Place; West Barnstable, MA, has been inspected by a certified Building Performance Institute (BPI) inspector. The following insulation measures were added: ➢ 2.25" R-10 FSK faced semi-rigid fiberglass board insulation to 138 square feet of knee wall area. ➢ 10" layer of R-35 Class 1 Cellulose added to 900 square feet of open attic space. ➢ 9" layer of R-30 unfaced fiberglass batts to 100 square feet of attic space. ➢ One Therm-a-dome (or equal) R-14 insulating stair cover with a perimeter of plywood. ➢ Ventilation chutes in(76) rafter bays to maintain air flow. ➢ R-8 faced fiberglass insulation to the exposed heating and/or cooling ducts in certain non conditioned areas. All work meet performed p s or exceeds ceeds Federal and State Requirements. Sincerely, Erik J.Nerstheimer RISE Engineering Residential Installations Department RISE Engineering; A Division of Thielsch Engineering 401-784-3700 -800-422-5365 -Fax 401-784-3710 97738 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 1 7 y Parcel 007 021 : Application # o i cX�c�3 Health Divisioh Date Issued a Z Conservation Division Application Fee $50.00 Planning Dept. Permit Fee'— $35.00 Date Definitive Plan Approved by Planning Board (f)�12J*h Z ,( Historic- OKH _Preservation/ Hyannis (/ Project Street Address 55 BILTMORE PLACE Village CENTERVILLE, MA Owner KRISTEN CRONAN Address 55 BILTMORE PLACE; CENTERVILLE, MA02632 Telephone 508-280-9500 Permit Request PERFORM AIR SEALING MEASURES; INSTALL INSULATION TO ATTTC AND KNFEWAT.T, AREAS; PERFORM DUCT SEALING; INSTALL STAIRWAY COVER (THERMADOMF) . SEE ATTACHED COPY OF CONTRACT, CHANGE ORDER AND OWNER AUTHORIZATTON_ Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation $2792.08 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure 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) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No . Fireplaces: Existing New 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 ❑ w "' Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use Y` r� APPLICANT INFORMATION v, v (BUILDER OR HOMEOWNER) : Name RISE Engineering; A Div. of Thielsch Eng Telephone Number 401-784-3700 EXT AN 6133 Address 1341 Elmwood Ave, Cranston RI 02910 License # 100459 Home Improvement Contractor# 120979 Worker's Compensation # 3730961-01 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO RI Resource Recovery/ SIGNATURE DATES / Erik Nerstheimer for RISE Engineering I 3 S FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED ' MAP./PARCEL NO. r 4 ADDRESS VILLAGE i f OWNER ; z DATE OF INSPECTION: FOUNDATION' FRAME INSULATION-,! FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL Y i GAS':. z= F.l ROUGH =: FINAL 3 FINAL BUILDING,, , 40- DATE CLOSED OUT ASSOCIATION PLAN NO. i The Commonwealth of Massachusetts - Department of Industrial Accidents V Office of Investigations 600,Washington Street Boston,MA 02111 b www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. Applicant Information Please Print Legibly Name (Business/Organization/Individual): RISE ENGINEERING; A DIVISION OF THIELSCH ENGINEERING Address: 1341 ELMWOOD AVENUE City/State/Zip: CRANSTON, RI 02910 Phone #: 401-784-3700 OR -800-422-5365 Are you an employer?Check the appropriate box: Type of project(required): 1. X❑ I am a employer with 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. 7. ❑ Remodeling shipand have no employees These sub-contractors have $. ❑ Demolition working for me in any capacity, employees and have workers' [No workers' comp."insurance comp. insurance. $ 9. ❑ Building addition required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ officers have exercised their I am a homeowner doing all work 11.❑ Plumbing repairs or additions • myself [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152,'§1(4), and we have no .b employees. [No workers' .13.❑X ;Other INSULATION 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: THE PRESTON AGENCY,- INC. Policy#or Self-ins. Lic. # 3730961-01 - Expiration Date: 01/01/13 Job Site Address: '55 BILTMORE PLACE City/State/Zip: CENTERVIL°LE; 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 Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may forwarded to the Office of Investigations of the DIA for insurance coverage verification. r I do hereby certif de a ins an enalties ofperjury that the information provided ab ve is tr a and correct. Si ature: Date: 6 0� ERIK NERSTHEIMER FOR RISE--ENGINEERING Phone#: 401-784-3700• EXT. 6133 Official use only. Do not write in this area,,.to be completed by city or town,offacial 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#: THIEL-1 OP ID: 27 ACOf?O' DATE(MMIDD/YYYY) CERTIFICATE' OF LIABILITY INSURANCE (MMIDD 2 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,IEXTEND 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 endorsement(s): PRODUCER 401-886-8000 CONTACT' The Preston Aggency,Inc. NAME: 1350 Division Rd Suite 303 _• 401-885-1700 A/CNo Ext: AC No PO BOX 810 EMAIL East Greenwich,RI 02818-0810 ADDRESS: Judith A.Wright CPCU AAI ARM INSURER(S)AFFORDING COVERAGE NAIC p INSURER A:Zurich-American . INSURED Thielsch Engineering,Inc.- trc- s• IN SURERB!American Guarantee A Liability - Thielsch Group Inc: Hi Tech Realty Inc. INSURER 6:Twin City Fire-Hartford, Attn:Trent Theroux 195.Frances Avenue INSURER li:North American Capacity Cranston,RI 02910 INSURER E ;. INSURERF:. .: . COVERAGES CERTIFICATE NUMBER: 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. INSR TYPE OF INSURANCE POLICY EFF POLICY EXP - - LTR - -'�POLICY NUMBER MMIDD/YYYY1 (MMIDDIYYYYJ LIMITS - - GENERAL LIABILITY EACH OCCURRENCE $ 1,000;00 A X COMMERCIAL GENERAL LIABILITY X 3730962-01 01/01/12 01/01/13 PREMISES Ea occurrence $ 300,00 CLAIMS-MADE a OCCUR MED EXP(Anyone person) $ 5,00 a PERSONAL&ADV INJURY S 1 000,00 GENERAL AGGREGATE . $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER:• PRODUCTS-COMP/OP AGG $ 2,000,00 - POLICY IXIIJPROECi LOC,- - #�.. re Emp Ben. $ _ 1,000,00it AUTOMOBILE LIABILITY - `r - COMBINED SINGLE LIMIT` Ea accident. 2,000,00 A X ANY.AUTO 3730963-01 01/01/12 01/01/13 BODILY.INJURY(Per person) $ ALL OWNED . SCHEDULED BODILY INJURY Per accident) $ AUTOS ' AUTOS ( ) HIREOAUTOS. NON-OWNED PROPERTY DAMAGE AUTOS Per accident $ X UMBRELLA LIAB X OCCUR ' EACH OCCURRENCE $ 10,000,000 B. EXCESS LIAB CLAIMS-MADE „AUC-4857188-01 01/01/12 01/01/13 AGGREGATE $ 10;000,000 DED RETENTION$ $ WORKERS COMPENSATION - X WC STATU- PER EMPLOYERS'LIABILITY YIN 1 RY LIMIT ER A ANY PROPRIETOR/PARTNER/EXECUTIVE 3730961-01 01/01/12 01/01/13 E.L.EACH ACCIDENT', $ 1;000;00 OFFICER/MEMBER EXCLUDED? � N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 1,000,00 It yes,describe under DESCRIPTION OF OPERATIONS below' . E.L.DISEASE-POLICY LIMIT $ 1,000,00 C Property Section 02UUNHE6930 01/01/12 01/01/13 Property see beto D Professional Liab DVL000026802 01/01/12. 01/01/13 Prof Liab 2,000,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES_(Attach ACORD 101,Additional Remarks Schedule,It more space Is required)" - When required by a written contract. r CERTIFICATE HOLDER CANCELLATION TWNHARW SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 1 Town of Barnstable k THE EXPIRATION DATE THEREOF, NOTICE WILL`' BE DELIVERED .IN Building Division ' ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street AUTHORIZED REPRESENTATIVE Hyannis,MA 02601 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD r NOTi EPAD THIEL-1 PAGE 2 •QQ Q INSURED'S NAME Thielsch Engineering,Inc. OP IM27 DATE 01/13/12 RISE Enggineeringg a division of Thielsch Engglneerin Inc. Gaskell AssociaTes,a division of Thielsch Ehgineerin ,Inc. BA Laboratory,a division o hielsch En ineerin ff TT ,Inc.I ES aborato a divisi n o[ ' AL L4 IIglsch En ineern Inc O Enginee ing a division o Thlelsch nginee In ,Inc. Water Management Services,a division of Thlelsch Engineering,Inc. I L1liC1.L7CC UCLdll� Page 1 of 1 The Official Website of the Executive Office of Public Safety and Security(EOPS) Mass.Gov Home Public Safety Department Of.Public.Safety Licensee Complaints License Type Constitution Supervisor License iY: 100459: . . Restriction.' WS,IC -. Name Erik Nerstheimer City,State,Zip -. North Scituate,RI,02857 Expiration Date 3/28/2012. Status Current No canpfaints faaitre fc ►hrt Lk-et;,ee. Back,To Search I �- Bit u'il rrf Kuti il I?1 r rr tfit i rrr: � risbs tIorr. ` ens �, ul.tii�i►. tnirlilrr Lic pervist�t rl �r tnr:ar rl. . Restri a CS SL 100459 '£r�tl;�[ ctep to` WS ensL ERII(.NERSTHEINjER 228 GLEA NORTH CHAPEL j CHAPEL R SCITUATE O , R1 02 O Q r<lUirnr r•riai `�' Ext,rrdticr t 8128/ 2012 . . . T..; 100459 n - hftp://db.stat6.ma.us/dps/licdetails.asp?txtSearchLN=CSL100459 4/20/2011 . g1te O ice o �onsu=mer aio/and usiness eg u ation 10 Park Plaza - Suite 5170 Boston, ssachusetts 02116 Home Improve w contractor Registration a .- Registration: 120979 Type: Supplement Card_ Expiration: 3/25/2012 THIELSCH ENGINEERING ERIK NERSTHEIMER<- -1341 ELMWOOD AVE. ,- CRANSTON, RI 02910 ., (t�t;yr S w Update Address and return card.Mark reason for change. Address . Ej Renewal 0 Employment Lost Card DPS-CA1 is 50M-04/04-G101216pp - ��ie T�omvnzy�uuec� ��aaaczc/u�a Office of Consumer Affairs&Bu iness Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation Registration,.. 79 Type: 10 Park Plaza-Suite 5170 Ezpira - 3-0 Supplement Card Boston;MA 02116 THIELSCH ENG rn ERIK NERSTHEI[dIE ` €�z 1341 ELMWOODA,VF:; �_3 CRANSTON, RI 02ft'-� y=, •.-- Undersecretary . Not valid without signature Control No: 3 4 2 4 4 THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF LABOR + b DIVISION OF OCCUPATIONAL SAFETY 19 STANIFORD STREET, BOSTON,MASSACHUSETTS 02114 LEAD-SAFE RENOVATION CONTRACTOR LICENSING WAIVER RISE Engineering A Division of Thielsch Engineering, Inc. 1341 Elmwood Avenue Cranston, RI 02910 WAIVER: LW000672 EXPIRES: April 15,2015 IN ACCORDANCE WITH M.G.L. C. 111, § 197(B)(b)AND 454 CMR 22.03(3)(b), THIS LEAD-SAFE RENOVATION CONTRACTOR LICENSING WAIVER IS ISSUED BY THE DIV. OF OCCUPATIONAL SAFETY TO THE CONTRACTOR ABOVE FOR THE PURPOSE OF PERFORMING LEAD-SAFE RENOVATION WORK. THIS LEAD-SAFE RENOVATION CONTRACTOR LICENSING WAIVER MUST BE MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH M.G.L. C. 111, § 197B(b)AND 454 CMR 22.04 WHEN PERFORMING LEAD-SAFE RENOVATION WORK. HEATHER E. ROWE,ACTING COMMISSIONER Printed on Recycled Paper i f i IN IN N-AT-24531 - 1 a t RISE ENGINEERING Federal ID#05-W6629 RI Contractor Registration No 8186 A division of Thielseh Engineering MA Contractor Registration No 120979 CT Contractor Registration No 620120 1341 Elmwood Avenue,Cranston,R102910 a ` (401)784-3700 FAX(401)784-3710 CONTACT Page 1 PROGRAM THIS CONTRACT IS ENTERED INTO BETWEEN RISE CLC-RCS ENGINEERING AND THE CUSTOMER FOR WORK AS E NG t N E E R1 NG DESCRIBED BELOW CUSTOMER PHONE DATE CheM#, Kristen A Cronan (508)2809500 10/18/2011 097738 SERVICE STREET - BILLING STREET _ 55 Bilttnore Place 55 Biltmore Place SERVICE CITY,STATE,ZIP BILLING CITY,STATE,ZIP Centerville,MA 02632 Centerville,MA 02632, JOB DESCRIPTION Provide labor and materials to seal areas of your home against wasteful,excess air leakage. This work will be performed in concert with the ' use of special tools and diagnostic tests to assure that your home will be left with a healthful level of air exchange and indoor air quality. r`; Materials to be used to seal your home can include caulks,foams,weatherstripping and other products. Primary areas for sealing include air' leakage to attics,basements,attached garages and other unheated areas. Provide labor and materials to install 2.25"R-10 FSK faced semi-rigid fiberglass board insulation to 138 square feet of kneewall area. �0 $380.88 Provide labor and materials to install a 10"layer of R-35 Class 1 Cellulose added to 900 square feet of open attic space. $1,170.00 Provide labor and materials to install a 9"layer of R-30 unfaced fiberglass batts to 100 square feet of attic space. $158.00 Provide labor and materials to insulate the back of the attic hatch with 2"rigid foam board that meets the sections R-316.5.4 and 316.6 requirements of building code. • $6 . 0 Provide labor and materials to install an easily moved,insulating cover for the attic access folding stair. A small flat surface of plywood will be created around the opening within the attic. This will allow the cover's integral weather-stripping to restrict air leakage. $220.00 Provide labor and materials to install ventilation chutes in(76)rafter bays to maintain air flow. V I NOV 9 2011 RISE ENGINEERING Federal ID#06-0405629 RI Contractor Registration No 8186 y A division of Thielseh Engineering MA Contractor Registration No 120979 ! CT Contractor Registration No 620120 1341 Elmwood Avenue,Cranston,R102910 r ; (401)784-3700 FAX(401)784-3710 C O N T RAC Page Z a g �' al;/ ..z I S E PROGRAM -THIS CONTRACT IS ENTER-ED INTO BETWEEN RISE�O CLC-RCS ENGINEERING AND THE CUSTOMER FOR,WORK AS ENGINEERING DESCRIBED BELOW CUSTOMER - - PHONE DATE Client# Kristen A Cronan (508)2809500 10/18/2011- 097738 SERVICE STREET - BILLING STREET - 55 Biltmore Place 55 Biltmore Place SERVICE CITY,STATE,ZIP BILLING CITY,STATE,ZIP Centerville,MA 02632 Centerville,MA 02632 JOB DESCRIPTION $243.20 Provide labor and materials to install R-8 faced fiberglass insulation to the exposed heating and/or cooling ducts in certain non-conditioned areas. Total to be installed is 20.0 square feet. $60.00 RISE Engineering will apply all applicable,eligible incentives to this contract. You will be billed only the Net amount. Currently,for eligible measures,the Cape Light Compact offers 75%incentive,not to exceed$2,000 per calander year. , $2,840.50 WE AGREE HEREBY TO FURNISH SERVICES COMPLETE IN ACCORDANCE WITH ABOVE SPECIFICATIONS.FOR THE SUM OF ***Five Hundred Seventy-Three&58/100 Dollars $573.58 UPON FINAL INSPECTION ANR APPROVAL BY RISE ENGINEERING.CUSTOMER AGREES TO REMIT AMOUNT DUE IN FULL INTEREST OF 1%WILL BE CHARGED MONTHLY ORANY . UNPAID BALANCE AFTER Dr.SEE ERSE FOR IMPORTANT INFORMATION ON GUARANTEES,RIGHTS OF RECISION,SCHFAULI G,AND CONTRACTOR REGISTRATION. DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK S AUfHO EDS..SIG -RISE ENGINEERING CUSTOME PT y / TE:THI CO CT MAY BE WITHDRAWN BY US IF NOT EXECUTED WITHIN DATE OF ACCEPTANCE ACCEPTANCE OF CONTRACT-THE ABOVE PRICES,SPECIFICATIONS AND CONDITIONS ARE SATISFACTORY TO US AND ARE HEREBY ACCEPTED.YOU ARE AUTHORIZED TO DO THE WORK DAYS. ._ AS SPECIFIED.PAYMENT WILL BE MADE AS OUTLINED ABOVE CHANGE ORDER ;h R I S E ENGINEERING 1341 Elmwood Avenue, Cranston, RI,02910 11 TO CHANGE KRISTEN CRONAN ORDER# ADDRESS DATE -1/10/12 - PHONE 508-280-9500 CASE# 097738 - LOCATION CENTERVI LLE, MA DAITVTR F 11/16/11 DELETED: Perform 8 man hours of air sealing DELETED: °Insulate and seal 2 kneewall hatches by installing 2" �, rigid foam board that meets the sections R-316.5.4 and 316.6 requirements of building code. WE AGREE HEREBY TO MAKE CHANGES AS SPECIFIED ABOVE,AT THIS PRICE + PREVIOUS _ DATE 1/16/12 CONTRACT AMOUNT �y I ***REVISED CONTRACT O AMOUNT Revised contract amount does not reflect utility incentive(if any)available.to client. x: � 773 ,q OWN ERAWHORIZATION FORM ; ---(Owner's Name) owner'o r f.the property located l( , r Mv u-' l 01Ce (Property Address) 1'A- VVI 6,6 (Prbperty Address) hereby authorize (Subcontractor) , an authorized subcontractor for RISE Engineering, to act on my behalf to obtain a building permit and to perform work on,my property:. A-w-neKs"Waeure Date i TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 174 007 021 GEOBASE ID ADDRESS 55 BILTMORE PLACE PHONE CENTERVILLE ZIP -- LOT 3 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT PERMIT 55942 DESCRIPTION C/O FOR SFH UNDER PERMIT #49509 PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND $.00 CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE P.1,343 F�f * BARNSTABM i MASS. 16 BUILDING DIVISION BY DATE ISSUED 09/21/2001 EXPIRATION DATE • '�. � '.. . � -� may,' ,yL�"- ;' V-� i s � 1� "arr^^'.�-^�:.' �.��y„ .. -. tt ,d.+�. �•.. �. y��+�. dry, µ t�}y4�.• -. 3 1 .Fecy ty.`�r2., 'i'� "'lfk" �Wr�lil,`Ci'Fi4.►iMn: o.+.+ ` �A��rftiirr'E{'✓i�i �V>d,'$ rf#:dri3±eaF al..s:.sli-4 ''`a,"%5.. ha. f , I..ADI)L1.ESS.. 65y�;��pri7 1 LLTMo g .P HALE a�`�Y. .. _ T�Iyio� CENT �11WI.L1L+: �. ZIP k LU'T' - 3)04 00A1,4/ 81':OCK LOT ST �: _ I DBA DEVELOPME�1T L . ` tIC` 1.)RT I` i,r 4950,w ])FF CRT:. " `ION NEW 3 BDRK 8ING UUME SV P`0 000--.63U �f CONTRACTORS:ORS : ALTL R PACHL-LA Department of Health Safet" ARCH: and Environmental Servicesy TOTAL T $639.55 THE BOND 00 .. 10 .1_. ►7,f�t�E�"L .. :ts Af'iIl.ilt"ls^.: .t1Ca`i?Al✓?7.iwr :3> PRIVATE; S:�i�* �.h,:w ..n STABM r 1639. I ww'r►` �, BUILDING DIVISION . .BY SA` I: UF ? IU�' 4, (}OU FXrjtRA`.1"ZON DATE' f. THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROMTHE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. . MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND : WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS. THIS CARD,KEPT POSTED UNTIL FINAL:INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCUf (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 1 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS . PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2AP =p 3 r" 1 "HEA'ING INSPECT N.APPROVALS ENGINEERING,DEPARTMENT Y Jae 2 i BOAR OF LTH efoza O E SITE PLAN REVIEW fiPROVAL Al iv a,fl IWO-K SHALL NOT ROCE iD! NTIU PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED TH81 STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY " VARIOUS STAGES.OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE ORWRITTEN NOTIFICA- TION. NOTED ABOVE. TION.' I f' r . III �t s • p AC N OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2,p.rcel 010 7 !® 2� Permit# Health Division 5'a ep Date Issued s �� ,� cue �/ate9 Conservation Division r � �Q coFee � Tax Collector � AD Treasur TIC SYSTEM MUST BE INSTALLED IN COMPLIANCE Planning Dept. art �c� ,t•S�►c r I � WITH TITLE 5 P VIS®NMENTAL CODE AND Date Definitive Plan Approved by Planning Board - TOWN REGULATIONS G-_ o-F ,0 _t) )PAS Historic-OKH Preservation/Hyannis Project Street Address D Y��l- to 5- Village 6a4TtkVtU_t;,, Owner �Tf�v+f �til`a C��- Address Pc `T� ��DD � WNW% Telephone ftQj��3� l _ 0on-d O Permit Request F",f,L44 l O ik A- Square feet: 1st floor: existing proposed 2nd floor:existing proposed Total new We)"blf Valuation� Zoning District Flood Plain C Groundwater Overlay Construction Type ges t qP `n Lot Size 2 f Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family a Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes 111 No On Old King's Highway: ❑Yes No Basement Type: Mct Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) ® Basement Unfinished Area(sq.ft) (�J� Number of Baths: Full: existing new Half: existing new S Number of Bedrooms: existing new 5 Total Room Count(not including baths): existing new_r;� First Floor Room Count Heat Type and Fuel: MGas ❑Oil ❑ Electric ❑Other Central Air: & es ❑ No Fireplaces: Existing New�'�5 Existing wood/coal stove: ❑Yes U N0 Detached garage:❑existing ❑new size b.-- Pool: ❑existing ❑new size Barn:❑existing ❑new size '— Attached garage: ❑existing 8(new sizey'X22Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial Ll Yes U(No If yes, site plan review# j - Current Use T Proposed Use iA�JIIIA / BUILDER INFORMATION // , ame Telephone Number ( T�37j 3� A),kj Anti Address License# Home Improvement Contractor# �4B 4LALL 113 (b 1 Worker's Compensation#ON TRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO C114�___ 6C-do v4i�22� TURE DATE FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP PARCEL/PARCEL NO: ADDRESS >c} r VILLAGE OWNER - DATE OF INSPECTIO,N:"' d �.. d FOUNDATION a I f� w9• l� - FRAME asc 5�° 3, s' INSULATION' t big'" r • •` v r " I / ' t FIREPLAC ELECTRICAL: RO MG = ' FINAL %� t PLUMBING: ROUGH ? �'• FINAL 3 GAS: ROUGH- FINAL -- - FINAL BUILDING , DATE CLOSED OUT ASSOCIATION,PLAN NO. Town of Barnstable Regulatory Services MAS&I'E' Thomas F.Geiler,Director 1639. � Building Division Elbert C Ulshoeffer,Jr. Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-79076230 NOTICE TO THE BUILDING DIVISION OF WITHDRAWAL OF LICENSED CONSTRUCTION SUPERVISOR FROM PROJECT owner of property located at 55 51 Li I`` 022E EWE- CE IGLU I LLE MA _, hereby certify that 'PA1A L BA C UA is no longer Construction Supervisor listed on the application for the project under construction as authorized by building permit# 7 U issued on 1 " Z 2000 I understand that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. PROPERTY OWNER DATE q/forms/newcontr reference R-5 780 CMR 1HE►p The Town of Barnstable BAR. LE. • MASS.ASS, P Department of Health Safety and Environmental Services' 9 f679 `00 q'prFOMP' �• Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection Location Permit Number Owner Builder T One notice to remain on job site, one notice on file in Building Department. The following items need correcting: � I r2- IL 6 �®V4 e�b-env Please call: '508-862-4038 for re-inspection. Inspected by2 &Uh1� Date "�- `oF.HE►�,ti The Town of Barnstable 9ARBLE. NASS Department of Health Safety and Environmental Services 9Q ASS. 0p O i639- �0 prFOMP�a Building Division. 367 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection 117, Location �(—i �k� Permit Number Owner �� (-� �"� b''J Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: R)V 6 �- `` R- GVL'- I A Please call: 508-862�-~4038 for re-inspection. Inspected by �J 1��5 Date Lf r. Maloney Kathy From: Schlegel Frank To: Maloney Kathy Subject: RE: Please confirm map/parcel Date: Tuesday, October 24, 2000 9:44AM I built it on Pentamation, Map 174 Pcl 007.021 is#55 Biltmore Place, Centerville. I only had one problem though. Village! The address is assigned for where the road.is (Centerville). The house is actually in Marstons Mills. File it for the address (Centerville) until further notice. This issue of buildings on village lines is being worked on with E-911. Until a final report is drawn up,we have to work with the a-911 description which says this address is in Centerville. Never a dull moment in addressing. From: Maloney Kathy To: Schlegel Frank Subject: Please confirm map/parcel Date: Tuesday, October 24, 2000 9:28AM This one is in Access but not Pentamation. Just wanted to check with you before we add it. 55 Biltmore Place, Centerville 174/007.021 Thanks! Page 1 Tabis.SS22b( Aar wbh Fo O Faeb . r ^ piesesiptf�e Paeirsia for Oas:ad TweFam�7}►Rnideaidat Bajldlap MA7f�Vi[1M 8ate� slab �00�°g ' Floor .. MLzing) tiwaiaos Tim `� R�ra�e� Rrrraiaa; Will R�vaiad P=I= s'101 team DewBlow 19 i0 6 Normal Q 12`A O�AO 3s 6 Noraml g tm 032 30 19 t9 t0 E3 AFUE 13 19 10 " 6 s tTb O.SO WA MIA Norassl T 15 036 � a n Normsi 19 19 10 6 t1 15% 0.�6 � NIA NIA f3 AFtJE v 159A QUf4 9. t0 6, IS AM w 15% 0m NIA NIA Normal am � 19 � 19 2i WA WA Normal T t OA2 A 13 19 t0 6 90 AFUE Z ! IVA - OA2 6 90 AFUE 19 t9 t0 I. ADDRESS OF PROPERTY. Z SQUARE FOOTAGE OF ALL FOR WALLS:771 FOOTAGE OF ALL GLAZING= 3. SQUARE o 4. / GLAZNG AREA #3 DNIDED_B - -- o _ S. SELECT PACKAGE(Q—AA-see chart above)r.. _ • NOTE. 0 TMM MORE INVOLVED M=013S OF np RMWNG ENERGY BEQUIREMIDM ARE AVAILABLE. ASK US FOR TIM INFORMATION• BUILDING INSPECTOR APPROVAL: NO: YES: q-f0rms-f980303a k 780 CMR Appendix J ; Footnotes to Table JE.2.lb: assemblies (mcludmg gam= doors, skylights, and rea Glazing a is the ratio of the area of the glazing doors)to the gross wall basement windows if located in walls that enclou conditioned sP .may e=111 a °fie area,expressed as a p===ge.Up to 1%of the total glaaag at+ea may be excluded firm the U-value requirement. For example,3 fF of decorative glass may be excluded film a building design with 300 f,of glazing arcs. =After January 1, 1999,Slazmg U-valm must be tested and do consented led by tha fiha Table in accordance with U are for the National Fenestration Rating Couaeil (]vFRG� test Pam+ whole units:cater-of-911 U-values cmuwt be used: . The ceiling R values do not assaane a raised or ovasiad.truss on- If the insulation achieves the full insulation tfuckmess over the ewe w walls WAIICW boa• R-30: maY for R 38 insulation and R 38 insulation may be for R-49 insulation. CmsZmg R-values t+epreseat the sum of cavity insulation plus insulating shag(if used).For ccTmz gsheathing must be placed between the conditioned sp=and the ventilated tam of iha MOE Do not include msaktioa --iating sheathing(if�• Wail R-values rtpreseat the strm of tho..wall cm►ttY-• P� could be met EITHER exterior siding,smicunal shca lag,and mteria drywall.For ccn**an R-19 t�mt by R-19 cavity insulation OR R-13 cavity P� R-6 insulating sb�ia8- Wall �� apply to but do not apply to metal-fiame cons wood-;erne or mass(concreo�masamY.log)waII sack as tatcamditioned craa►1sPacrs,basements, 'The floor requireme�apply to floors over uncondhimd spaces or garages).Floors over outside air must meet the ccM*regauzmeats less than 50%below grade must 11 TI a entire opaque portion of any iadividuat basement watt with an average depth mee: the same R value as above-grade �, VruWD irs and sliding glass doors of conditioned basements must be included with the other.glazing. Basement doors taut mat the door U-value requirement d_scrioed in Note b. •- The R-value requirements are for rmheased Mali Add an additiotnat R-2 for heated slabs. ' If the valu building,-utilizes elearic rrsistaace beating use=npH==approach 3,4,or 5. If you plan to.install more the equipment with the Iowest than one plea of heating eqip ument or matt:than-ow Pine of-cooling �. �ciency must meet or eueed the of icimcy requnzd by selected paci®ga 'For Heating Degree Day requirements of the closest city or town see Table J321a NOTES: levels. a)Glazing areas and U•values are maximum auxptable IMMIL Insulation R_values arc minimum acceptable R-value requirements are for insulation only and do not include saucaasl camp011eats. b)Opaque doors in the building envelope must ban a U-value tto greater than 035.Door U-values must be tested and documented by the manufacturer is $aordaaQ with the NFRC ten.proceduae or taken from the door U-value in Table Jl S.3b.If a door contains glass and an aSgRgate U-value raoag for that door is not available, include the glass area of the door with your windows and no the opaque door U-value to determine compliance of the door. One door maybe excluded form this requirement(ie.,may have a U-vake gm=than 035). c) If a ceiling,wall,floor,basement wall.slab-edge,oruxawl space wall c0mp011eat includes two or more areas with different insulation levels,the component C=.Dl;es if the arcs weighted avenge R-vake is greater than or equal to the R-value requirement for that component Glazing ar door COMP011CM comply tf the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(035 for doors). { D partment of!n smal Jc — e 019ger ollmresu$auutts 600 Washington Street = `"' Boston,Mass. 02111 ce davit �'1 orke�' Compensation„J1L1aaa 22 Ditt)f1C 0 r. 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M •• 1 w•Kt u/• • •• .t• • Mul .. • II «• 1 • IAY�• ti.�. w• •In11 •.+ 11 .•t• • • 1•• •IK • • •••.• - • • allsee of a II •• •-••tl/l �•••.� Iln/• • -• n •1 III w. •III -• .A1:1/ •IwN/wIl•. 1 •��•• •I✓• w • Yl• •H •• • 1its I• •I ../ • • 1 11 / • •11 •' 1.1 •• 1 r•• • p•• •I/ .n is ••1Ito • 1 • ••• •• ••• ••• of •• w• . • 1 •I/ .• . r•; •11•u •w 1 1 11 11 1 1 1 • 1 �• 1 • •11 1 1 1 . . � / A• 1 I 1 1 1 i 1 1 III ` 1 1 • • 1 • L 1 1 1 I I . I 1111 ' • 111 • 11 1 ' 1 No CORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY v INFORMATION PAGE ,r. Y_ NC .1 Co.No � E /"� .1 O,,,A 1. Folic' N WC5.0290440 �10901 �7 1 ��I 1.,INSURED: BAY COLONY SYSTEMS,INC DBA Renewal of Policy No. MAIN POST&BEAM OF CAPE COD RENEW The Insured/Mailing address: 78 ROUTE 6A 01ndividual Partnership SANDWICH,MA 02563 QCorporation or Other workplaces not shown above: Insures I.D.No(s).(if applicable) See WC 00 00 01 F.E.I.N.#042997302 Risk ID# 2. POLICY PERIOD: The policy period is from 01/11/2000 to 01/11/2001/ 12:01 A.M.Standard Time, / at the Insures mailing address. 3. COVERAGE: A.. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: Massachusetts i B. Employers Liability insurance:Part Two of the policy applies to work in each statelisted in item 3,A.The limits of our liability under Part Two are: Bodily Injury by Accident$100,000 each accident I Bodily Injury by Disease $500,000 policy limit Bodily Injury by Disease $100,000 each employee C. Other States insurance: Part Three,of the policy applies to the states,if any,listed here: D This policy includes these endorsements and schedules:800046,GU207E,WC000000A,WC000001,WC000414,WC200301,WC200302, WC200303B,WC200601,WC8115 E 4. PREMIUM: The premium for this policy wilt be determined by our Manuals of Rules;Classifications,Rates and Rating i Plans.All Information required below is subject to verification and change by audit: Code Premium Basis Rate Per, Estimated Annual it i Classifications No. Total Estimated $100 of Premium fj Annual Remuneration Remuneration f { See WC 00 00 01 If indicated below,interm adjustments of premium Premium fg Increased Limits part Two,If applicable. shall be made-- Total Pre>om Subject to the Experience Modification remium Modified to Reflect Experience Mod.of i Semiannually; Quarterly; Montalq T g t. Total Estimated Standard Premium r remium Discount,if applicable MA—DIA Assessment $17 Expense Constant Charge Total Estimated Annual Premium Minimum Premium $139. Deposit Premium $663.00 Total Estimated Annual Premium $646 Name of Producer: BAYSiDE INSURANCE Servicing Office: Small Business Underwriters ..Countersigned By t�/29/t4c>g • �* t s:. •apt,. TWO PARAGON,WAY; FREEHOLD N.J.07728 Authorized RapnsentaNires '' Dai.e THIS INFORMATION PAGE WITH THE WORKERS COMPENSATION AND EMPLOYERS LIABiLiTY7NMIRANCE POLICY AND ENDORSEMENTS.IF ANY.ISSUED TO FORM A PART THEREOF.COMPLETES THL Boy'NUMBEitEDTOLiCY.; + COPYRIGHT 1997.NATIONAL COUNCIL ON COMPENSATION INSIiRANCE a 100011ED.7.931111 we 00,01 of A,f i C �1 I I MAScheck COMPLIANCE REPORT I Massachusetts Energy Code ►, Permit # ► MAScheck Software Version 2.01 Release 2 I I I I Checked by/Date ► I I CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 10-17-2000 DATE OF .PLANS: 10/15/00 TITLE: MASCHECK PROJECT INFORMATION: Lot # 3 Biltmore Place, Barnstable Woods Subdivision COMPLIANCE: PASSES Required UA = 454 Your Home = 432 Area or Cavity Cont. Glazing/Door Perimeter . R-Value R-Value U-Value UA ------------------------------------------------------------------------------ CEILINGS 1008 30.0 0.0 35 WALLS: Wood Frame, 16" Q.C. 2850 13.0 0.0 . 234 GLAZING: Windows or Doors 192 0.560 108 DOORS 21 0.360 8 FLOORS: Over Unconditioned Space 1008 19.0 0.0 47 ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designeri�Q� Date 0 1171160 } a Massachusetts Energy Code MAScheck Software Version 2.01 Release 2 MASCHECK DATE: 1G-17-2000 Bldg. l Dept. ] Use I [ CEILINGS: [ ] { 1. R-30 Comments/Location I WALLS: [ ] { 1. Wood Frame, 16" O.C. , R-13 Comments/Location I WINDOWS AND GLASS DOORS: { 1. U-value: 0.56 i For windows without labeled U-values, describe features: I # Panes Frame Type Thermal Break? [ ] Yes [ ] No { Comments/Location I I DOORS: [ ] { 1. U-value: 0.36 Comments/Location I I FLOORS: [ ] { 1. Over Unconditioned Space, R-19 I Comments/Location f I AIR LEAKAGE: [ l I Joints, penetrations, and all other such openings in the building I envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures I . shall meet one of the following requirements: { 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or I' gasketed to prevent air leakage into the unconditioned space. { 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture { shall have been tested at 75 PA or 1.57 lbs/ft2 pressure I difference and shall be labeled. I . [ VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all non-vented framed I ceilings, walls, and floors. • I I MATERIALS IDENTIFICATION: [ ] I Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating I and cooling equipment and service water heating equipment must be { provided. Insulation R-values and glazing U-values must be clearly f I marked on the building plans or specifications. I DUCT INSULATION: [ } Ducts shall be insulated per Table J4.4.7.1. I DUCT CONSTRUCTION: [ ] { All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed { using mastic and fibrous backing tape installed according to the I manufacturer's installation instructions. Mesh tape may be I omitted where gaps are less than 1/8 inch. Duct tape is not [ permitted. The HVAC system must provide a means for balancing i air and water systems. { TEMPERATURE CONTROLS: [ ] I Thermostats are required for each separate HVAC system. A manual I or automatic means to partially restrict or shut off the heating { and/or cooling input to each zone or floor shall be provided. I I HVAC EQUIPMENT SIZING: [ ) { Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified I in Sections 780CMR 1310 and J4.4. SWIMMING POOLS: [ ] I All heated swimming pools must have an on/off heater switch and I require a cover unless over 20% of the heating energy is from I non-depletable sources. Pool pumps require a time clock. I { HVAC PIPING INSULATION: [ ] I HVAC piping conveying fluids above 120 F or chilled fluids I below 55 F must be insulated to the following levels• (in. ) : I PIPE SIZES (in. ) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 I Low temperature 120-200 0.5 1.0 1.0 1.5 I Steam condensate any 1.0 1.0 1.5 2.0 { COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 I refrigerant below 40 1.0 1.0 1.5 1.5 I CIRCULATING HOT WATER SYSTEMS: [ ] I Insulate circulating hot water pipes to the following levels (in. ) : I I PIPE SIZES (in. ) I NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1" I 0-1.25" 1.5-2.0" 2.0+" I 170-180 0.5 I 1.0 1.5 2.0 i 140-160 0.5 I 0.5 1.0 1.5 I 100-130 0.5 I 0.5 0.5 _ 1.0 I ' i y ----NOTES TO FIELD (Building Department Use Only)------------------------- 0. BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number. CS 068602 ; "•' Expires:08/28/2002 Tr.no: 1361 Restricted To: 1G ?�✓ PAUL R PACELLA 132 LOMBARD AVE l•� ddm�inistrator W BARNSTABLE, MA 02668 HOME IMPROVEMENT CONTRACTOR Registration: 129348 Expiration: 8117101 Type: Individual 44 I Paul Pacella I. Paul Pacella 132 Loebard Ave Y ADMINISTRATOR U. Barnstab MA 02668 I 220.32' L=27.40' W R--30.00' LOT 3 0 21136+/- SQ. FT. o 0.49+/- ACRES o 9�6� CON C. . _ FNDN. 56 � T.0.F. 81.7 LO_ 13.8f' JOB # 99-246 CER TIFIED FO UNDA TION PLAN FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT PREPARED FOR: LOCATION : LOT 3 BILTMORE PLACE MAINE POST & BEAM BARNSTABLE, MASS. SCALE : 1" = 30' DATE : DECEMBER 5, 2000 REFERENCE LOT 3 PB 541 PC 59 I HEREBY CERTIFY THAT THE.STRUCTURE SHOWN ON THIS IS GROUND AS SHOWN HEREON.��D ON THE ARNE'As�q�� off. 508-362-4541 Z OJALA El fax 608-362-9880 o No.26348 0� down cape engineering, inc. o� GIST CIVIL ENGINEERS + LAND SURVEYORS � 939 main st. Yarmouth, ma 02675 DATE REG. LAND SURVtYOR Cronan Residence Town of Barnstable,: 55 Biltmore Place 200 Main Street,Hyannis,MA,02601 Ln,,Y, West Barnstable,MA 02668-1862 z 00 t 0N. . r .. C7 Z E System Ratings w > z ; Z a 0 z 8 4.8 kW DC Photovoltaic Solar Array - Ln:z ' 4 kW AC Photovoltaic Solar Array Roof A/X Eave:On Center ... 1 Up:3' Equipment Summary r 16 LG,NeON 2 300 Mono Black Modules 16 Enphase M250-60=2LL-S22 Inverters �, ";" " <" ,. oUj . 64 Roof Attachments - . Sheet Index ; PV-1 Cover ' U, PV-2.1 Description of Work and Load Calculations- A PV-2.2 Description of Work and Load Calculations- B PV-3 Electrical Diagram. PV-3.1 Electrical Calculations w N PV-4 String and Conduit Layout - o PV 5 Equipment Ratings&5ignage -' (Q UjJ. 42 i1�1 << Governing Codes • s 2014 National Electric Code _ Massachusetts Residential Code,8th EditionCar Underwriters Labratories(UL)Standards ' 00 m. . . 00 OSHA 29 CFR 1910.269 �v:Y w o ASCE-7-10' _ — o 00 �. ,"�,- 0 0 a I ID z o J u .. 0mz c n'Q — ' J co N 1 fi I x r COVER SHEET I - f PV-1 A Typical Section 1.8 kW DC Photovoltaic Solar Array - - - - C). g a.1.Map o w o This solar array is comprised of 6 LG NeON 2 300 Mono Black solar panels.The panels:are mounted using the Ecolibrium Eco X solar mounting rail - - - - - _ } w Q a1 - . - to the building's 2 x 10 Rafters,spaced at 16 cc. Each solar panel is attached to an Enphase M250-60-2LL-S22 micro-inverteralso mounted to the Z 1 Ecolibrium Eco X rail directly beneath the panel. - - -- - - w LU Z N o O The solar panels produce DC power when struck by sunlight.The DC power is converted to 240 V AC power at the inverter. Micro-inverters are - E connected in strings with a maximum number of 16 micro-inverters in each string. This system will be grid-tied. If the solar panels produce more power than is used by the building,the excess power flows back into the utility - grid through a net meterto be available for other power users... - - x All metal parts includingsolar panel frames,micro-inverters,and mounting-rails are grounded using the manufacturer's recommended grounding - - - : Cf- me an technology along w grounding wire. - - : thod d WEEB technollith R6 AWG dii ' ' f W_ - - The building was constructed in 2001. , Lu s. M Y see wrea M , PanelLayout W •--I N EEE�a 9i Suafn- C ' S Panel Dimensions 64.57 in x 39.37 inSystem Weight 362 Ibs Panel Weight 37.48ibs _ System Distributed Load 3.4 psf - ry air FOECK t r System Square Footage a 106 sq ft Roof Support 2 x 30 Rafters a ef*- all Zo ••:-., - s.. _ :" Racking Weight ::... 111 Ibs - Actual Point Load Max Spacing .. .. 4 ft , snp9ou - Q W. .. Micro-Inverter Weight Y 26.4 Ibs : Total number of Roof Penetrations- 24 Max Allowable Rail Overhang 16 in y Y } s are e ) ow 351 thread Member Hem,Fir allowing 2 bs per inch thr depth •,__, "#,, a;.. : : .. ,; .i -"' '�,- _"_ Note 1:Use 5116"x 4"Hex Head Stainless Steel Lag Screws _ ^ Variables - «' - Note 2:Roof Support Members are 1 x to Rafters h 25 ft- "- a 3 ft Pnet Downforce 18.1.psf _ - - Note 3:Ecolibrium Eco X Racking •. H 19 ft. } Wind Downforce "- 18.1 psf Pnet Uplift, -21.8 psf �. Roo Pitch 32 degrees Wind_Uplift -21.8 psf B' n 5.4 Load Combinations wMax 96 plf ,co r •V 115 mph - - - Kzt 1 ,w. D1 b2 D3 .Uplift Max Span 5 it _ - ° . Snow Load 25 psf Exposure Category B Dead Load D 3.4 3.4 3.4 2.1 psf Actual Span . „; }4 ft Lu LO m y Roof Zone. 3. F i - Snow Load S 25.0 0.0 18.8 O.O psf Rd 385lbs. w g I E_. 282 � : _ .. 1.. DWL* Pnet 0.0 18.1 13.6 21.8 psf Ru 213lbs O w 3 p P** re rea h in O LL. Total Load 28.4 21.5 35.7 19.7 psf Requi d Th d Dept 0.9 Distrib TL W** 76.5 57.9 96.2 53.1 plf Actual Thread Depth' 2.25 in- Z co, - _i F- .J in r - DWL:Design Wind Load u) m__ J ^ - **Absolute values are indicated forthe calculated quantities of P-Uplift and w-Uplift + F- j UJI Glossary of Terms for Load Calculations h - Building Height - A - - Adjustment Factor for height • - - .. H - Building Least Horizontal Roof Pitch Roof Pitch - I Importance Factor of for a single family residence - V basic Wind Speed - D - WORK OF Snow Load - Snow Load B Module length perpendicularto beams .. - yy Of�1� O[""LOA� _ Roof Zone Roof Zone Rd --Point Load-Maximum Downforce - - - E Effective Roof Area Ru Point Load-Uplift- _. CALCULATIONS �. .. a Roof Zone Setback Length Exposure B-Suburban single family dwelling Pnet Downforce Net Design Downforce Pressure - Category - rV-2. Pnet Uplift Net Design Uplift PressureKzt Topographic Factor 1 - " r B .. -. .. Typical Section a - 3 kW DC Photovoltaic Solar Array - " r , 00 CD 0 w O This solar array is comprised of 10 LG NeON 2 300 Mono Black solar panels.The panels are mounted using the Ecolibrium Eco X solar - - ,n w a.. ) mounting rail to the building's 2 x 10 Rafters,spaced at 16 oc.Each solar panel is attached to an Enphase M250-60-2LL-S22 micro- - - - l}7 O - .... inverteralso mounted to the Ecolibrium Eco X rail directly beneath the panel. _ _ - w w v Z - roousfi eaA _ _ w Q p -0, do w. 2 y �" - - e s p produce g .-The DC p p . O The panels roduce DC when struck sunliht power is converted to 240 V AC power at the inverter. Micro- - inverters are connected in strings with a maximum number of 16 micro-inverters in each string. • : - . sue _ - _ - st .. • I P � This system will be grid-tied. If the solar panels produce more power than is used by the building,the excess power flows back into the - - -- utility grid through a net meter to be available for other power users. - All metal,parts including solar panel frames,micro-inverters,and mounting rails are grounded using the manufacturers recommended - r+. grounding method and WEEB technology along with#6AWG grounding wire. - - - - - - - �LLJ - The building was constructed in 2001. VOD F _ _ Ujcc - M W N .'Panel Layout - - Panel Dimensions 64.57 in x 39.37 in System Weight 604lbs a ' omwmuno ' Panel Weight 37.481bs System Distributed Load• 3.4 psf - '' �oeot i'• r �'�, . -.-.: -:. - „ _... �E• NL SSEW-Seergttr" wk fa°. '. .. ... :-... System Square Footage 177 s ft Roo Su ort $x 30 Rafters- * 4 C Y 9 9 q f PP WOE sEE ( �.= Rocking Weight 185 Ibs Actual Point Load Maio Spacing 4 ft Micro-Inverter Weight 44lbs ��-. : Total number of Roof Penetrations 40 G W_ Max Allowable Rail Overhang 16 in allowing Ibs per inch thread depth i .. - .. ea Stainless Steel -Note l:Use S/16"x4"HexH�dSta' ILag - .Variables r - P� .,'.•. `. Note l:RoofSuppart Members are 2 x 10 Rafters - - h .25 ft o :. •� 3 ft Pnet.Downforce 18.1 psf - Note 3:Ecoli'brium Eco X Racking - _ ti` .- IV H 15 ft Wind Downforce 18.1.psf Pnet Uplift - -21.8 psf - - - - Roof Pitch 32 degrees Wind Uplift• -21.8 psf B - 5:4 Load Combinations wMax 96 plf _ 00 V - 115 mph Kzt - 1 - D3 D2 D3 Uplift -_- Max Span - 5 ft - e °,--° Oo* Snow Load 25 psf Exposure Category B Dead Load D 3.4 a 3.4 3.4 2.0 psf Actual Span 4 ft w 00 oofZone 3 - A 1 + _ Snow Load S 25.0 0.0 18.8 .0.0 psf Rd - - 384Ibs U- No 00 - �. R 282 I 1' DWL* "Pnet 0.0 18.1 13.6 -21.8 psf Ru' 213lbs _ :0 g Q .. .' _ ` uLi Total Load P** : ` 28.4 21:5 35.7 19.8 psf RequiredThread'Depth 0.9.in a- p 3 w** read Depth 2.25 in Q co U=. Distrib TL . 76.4 57.8 96.1 .• 53.2 plf Actual Thread De t - Z J F U. . •: *DW Design Wind Load .. r U m Q L: Ln j J - m **Absolute values ore indicated for the calculated quantities of P-Uplift and w-Uplift � VI . Glossary of Terms for Load Calculations h_ Building Height ;t , - Adjustment Factor for height + _ •"� _ H Building Least Horizontal - - Roaf Pitch �I Roof Pitch - - I Importance Factor of for a single family residence - - v Basic Wind Speed _ DESCRIPTION OF Snow Load Snow Load B Module length perpendicular to beams € WORK p LOAD D Roof Zone Roof Zone - Rd ` Point Load-Maximum Downforce r 11Y r�l� O,[ Fi --E Effective Roof Area - - Ru - Point Load-Uplift -. - CALCULATIONS • a :Roof Zone Setback Length + Exposure B-Suburban single family dwelling 1 Pnet Downforce Net Design Downforce Pressure category j { Pnet.Uplift - Net Design Uplift Pressure Kzt Topographic Factor - • : _ P v`, —2.2 Electrical Diagram for Cronan-4.8 kW DC Photovoltaic Solar Array 00 i o .. .. : N. AC Disconnect within 10'of the Utility Meter go o Cronan, David >_ w Utility Di itxroonConnection = Z - 55 Biltmore PI. __ z > z I v West Barnstable, MA 02668 F ` ° z w Y .. [Y 0 -O _ 0O . - solar Module Total - - 240 Vote 1 Phase I 16 Modules and ftwetters Non-fused Disconnect - DC wiring from the solar[nodule(typ) switch Enphase Micro tmener mounted adjacent to the � Groin Fault Protection integrated within .... utility ureter - tmrener Model:WS0-60-21.1,S22 PV Production EATON Mode)A _. .E--•--^� Max DCVof Rating. 48 VDC _. Metes DG221UR8 Max Power P 40 degrees C: 25OW _ - Enphase RGM 3D AmP - ... 200�P This Array- 16 Panels/Inverters ' Nominal AC Witm - 2401208 - .. .. 16 x IA x 125%= 20M on -20 Amp - AC Current: lA Amy Max . : • - .. ... .:.,' -:- -. .' Circuit Breaker ' Two Ungrounded conductors and one Neutral - - .. per circuit of inverters(TYP) _ _ _ _,_ _ _ _ _I N 1 I I ugu 1s Amp to re. (3)#10-THHN-THWN-2Copper I P 20 Q (1)g8-THHN-THWN-2Copper Grotmd -L .". ,. -:_.; .. i• - tnstaBation of the 1"conduit(75')will have. 1"PVC Conduit or 1"Uquidti[e Metal Conduit. Bare CU - - one circuit-win consist of: (2)010 THHN-THWN-Z phase conductors, '. ..... I. .. a 5/8x8'Ground - (1)810THHN-THWN-2.neutrals. - •. c - _.. ;'. '�' Rod. .. _ - OC w plus(1)08 GroundGroundftMain ... - BondingConnectlon k. #6 Bare CU 2W Amp Bass Siemens rp . I I Panel Q W V1. - S/8 x8'Ground Rod co 71 co 00 0 00 • 00 0 w 0 J z Q. - to ELECTRICAL DIAGRAM PV-3 4 Electrical Diagram for Cronan-4.8 kW DC Photovoltaic Solar Array Ln- .. - 00 ,O . n Calculation for PV Breaker, •- - �U'CircuitC3on'ductors` ._ o w o .- Calculation for Main PV r _ - Calcu Bre k r a e &Circuits w m a - i x = ... From.Circuit Breaker Interconnection to ID'4l Array System Current- 6 'i 16Amps „ Minimum t®AId4NG z � Design = 16 ,x 125% = -20Am s �- z >'Z: �_.'• . Desp ' . g - -' 19N►IRE SlZlld!G CALCULATION w ¢ O' o Main Buss Rating= 200, X 120% 240 amps 21311/2014 NEC:Article 31t) 1 Ln z z" .. .. w. Full Load Amperage 1CS. Existing Main Breaker _ 200 Amps - -____-_. . Max Solar Breaker 240 = Source Voltage ____-_ 240 0 =* _ (l 200 40 Amps "' 0 Length of Run(Feet) - ----- 100 2 _; . 0 . Circuit#1=�� 16 x 1 x 125%_ 20 Amps Loud D .................... :Continuous ConductorAppliLtion_ __ _Conductors in Raceway,Cable-or Earth Conductor Ampac-rtyTable.......L:-NEC Table 3l`0-1a5(B)(16) z CanductorType--------- ------ :THHN Copper Conductor Location....... :Qrydearnp f; . Conductor fnsulat on Temperature: 90*C :Ambient Temperature............ :26-30°C=78-86"F s � - Terminal Temperature Rating-- :60`C Circuit Type Single Phase Wire"(2 phase conductors .neutral) w Otty_of Circuit Current-Carrying Conductors:2 Conductor,Reciuiremerrt: ; {.. Full Load Amps ---------- 1�6-0 - Load Duty Multiplier----- 1-25 Ambient Temp-Multipfier. - 1:0 43ty.Conductors Mufti tier.: 1 0 F r_• ; t Required Conductor Ampacity:20.0 r , Terminal Requirement. r Full Load Amps 16_0 . w W N Load Duty Multiplier..... 1-25 { � Required Terminal Ampacity:20_0 selected Conductor_ Conductor Ampacdy _ :30:0 l e a •�+r r L Ambient Temp-Derate_ T:Oi }a4N�fd. Cam_Conductors Derate__ 1:0 r. G W N1 - Adjusted Arelpacity =30.0- SELECnD CONDUCTOR SIZE:10 Avvg r x ,t 2 x Ohms9Tuilf[Ft x Length x Amps 2 x 1.24 x 1 tT0 x 20_D h: • r ;+ Y t .C � � , , Velts At Load Terrnin,als-- -..:236;03' , �. ;'.* * ..� �r, �• � `. Actual Percent Voltage(Drop :1_65 • � Electrical Notes- 1)YAll equipment to be listed and labeled for its application. ,� - (Dco - �} , 2)All conductors shall be copper,rated for 90C and wet environment,unless f' +, - �k,`'y • {'L - r - - - - `~ j 00 - otherwise noted:. - - _ .. - - - r� - - - 000. o - w V7 r 3)Working clearances around al new and existing electrical equipment shall - - - ..- - t 4.-` + `' "' _ - w g 0,-r0 , comply with NEC110.26 , - __r° - " _,� • - - '-' a 1 t, 4)All wire terminations shall be appropriately labeled and readily visable. - - r• ui t i. Q co - t •.- �" 5)Module grounding clips to be installed between module frame and module w - ', - r _ W ca z "Q - support rail,per grounding clip manufacturers_instruction. •I - , c.* _ - - tJ Q-. ,. • ' ,..: 6)Module Support rail to be bonded to continuous copper GEC via WEEB lug per .� r LU + NEC 690.4(C). w' r r " .. 7)If used PV power source breaker to be located at bottom of bus per NEC 690.64(B)(7). 8)AC combiner panels shall be labeled as"Inverter AC Combiner Panel". 9)Listing agency name and number to be indicated on inverters and modules per -- - - - 4 _ ELECTRICAL NEC 110.3(B) - - CALCULATIONS 10)PV power source breaker to be suitable for backfeed per NEC 690.64(B)(5). - - PV-3.1 • String and Conduit.Layout oo. .w o r - ujz , E �$' w Q � O F L Z Z w Y s• 0O `o f} x O A 18, Roof A/X Eave:On Center. ^ • M w Circuit 1 (16) ❑ rK. Lu Soladeck ' Meter > End Cap o ,. '. `- �, W m Trunk Cable " - � Interior Conduit u a - c]wu` Exterior Conduit tf co co ol r Cronan,David.Residence Electrical Review - w '0 55 Biltmore PI West Barnstable,MA 02668 , w o i co Taunton,MA Office:Daniel Ahrens a a ID By:Melissa D.(610-680-0805) r p , w Financing:Purchase(Hudson)E z U oRi N {{ a Ln (16)LG NeON 2 300w Panels with(16)M250 Inverters S r PV meter type:Enphase RGM } "' Q ~ m J Emu location:In the basement near the main electrical panel. N Internet Connection:Cat 5 Main Electrical Panel:200 Amp Siemens Utility:Eversource Circuit Calculations: 16 inverters x 1/Inverter=16 Amps x 1.25=20 FLA. Interconnection Calculations:Main panel rated 200 Amp buss x 120%=240 Amp,minus main circuit breaker rating of 200 Amp=40 Amps for solar connection. " STRING & Interconnection will be a circuit breaker connection in the existing 200 Amp electrical panel located in the basement.Install a 20 Amp,2 pole Eaton BR Classified circuit breaker for the solar connection in the existing 200 Amp electrical panel.The I CONDUIT.LAYOUT circuit breaker for the solar connection MUST be installed at the far end of the panel away from the main circuit breaker.From the solar circuit breaker install wiring to a 30 Amp non-fused disconnect switch mounted outside to the right of the utility meter.From the disconnect switch,wire into the PV meter.From the PV meter bring exterior conduit up the side wall near the corner,until it can penetrate through the soffit to get into the attic.From the penetration,run interior conduit j through the attic space to the two Soladecks located under the two solar arrays,as shown in the drawing.There will be one circuit of inverters to the roof. I PV-4 TOP FNDN = 81.s' SYSTEM PROFILE TEST HOLE LOGS ., ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER.(WATERTIGHT) TO ENGINEER: D.A. OJALA, 5E JERRY DUNNING -_RTE 6 79.5' MINIMUM .75 OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 30.0' WITNESS: - R�� p� RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: 5/26/98 FOR FIRST 2' PERC. RATE < 2 MIN/INCH N MINTON' o // PROPOSED 1500 7 13' MAX. r GALLON SEPTIC 77.25 77.0' CLASS SOILS P# 9160 77.50' TANK (H- 1O ) GAS BAFFLE 76.67' 000a 76.50 O CI CI Cl0 CJ Cl 76 POOP L� OOC7 LOCUS .17 ��• MIN o .� 4` ,,aouNo ( 2 % sLt9I�E) 6 CRUSHED STONE OR MECHANICAL LO C1 lO CI LO L7 C] C] 0 �-;� ELEV. ELEV. aP� COMPACTION. (15.221 [21) MIN moo` 2' C7 C7 L� ® C7 CJ = � o� 74.17' `1`l , „ Y DEPTH OF FLOW = 4 MIN ( 1 % SLOPE 0 81.0 0 80.0' ( % SLOPE) 3 TEE $iZE5I l, } /4" ��0 1 1/2" DOUBLE WASHED STONE- tNL�T C�E:P1'H � 10 0 LOCATION MAP No SCALE 0 OUTLET DEPTH 14" 2" 2p, E E FOUINDATION-- 21' SEPTIC TANK 18' D' BOX 14' LEACHING 5.17 LS LS ASSESSORS MAP 174 PARCEL FACILITY 2.5Y 6/2 4" 2.5Y 6/4 4" ZONING DISTRICT: RF B B YARD SETBACKS: LS LS FRONT 30' 34 2.5Y 6/6 78.2' 34" 2.5Y 6/4 77.2' SIDE _ 10'* Cl Cl REAR 15' TH 2 EL 69.4' M/F perc M/F PLAN REF. 84 2.5Y 7/3 74.0' 90" 2.5Y 7/3 72.5' FLOOD ZONE: C C2 C2 *WAIVER GRANTED BY PLANNING SWALE AS NECESSARY TO DIRECT M/C SAND M/C SAND BOARD RUN-OFF AWAY FROM FOUNDATION ATNCHIM K: C. BASF 108" 2.5Y 7/4 114" 2.5Y 7/4 J C3 C3 M/F M/F 70.0' 132" L.5Y 7 3 69.0' - \\ 132" 2,5Y 7/3 / 0 NO WATER ENCOUNTERED NOTES: OPE ASSUMED . ., SP CE 220.32 �© ,EPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED } 1 . DATUM IS AVAILABLE ..� c� �t.�V 3 F!"DF() ►;plc ( 119 _0P�'1 O t?�'D 2--�.+!I_.'P,IICIPAi._ Wi FF? I USE A 330 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FCiOT. N b `'' v / -p 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 LOT 3�� o � \� ; zrPTIG TANK: . 33p GPD (?) = 660 ' 1 ,136 Sf�' V / 5. PIPE JOINTS TO BE MADE WATERTIGHT. 5E A 1500 GALLON SEPTIC TANK 1 6. CONSTRUCTION DETAILS TO BEE IN ACCORDANCE ENVIRONMENTAL CODE TITLE WITH MASS. EACHING. � Asa' - _ LTH�� - - t 2(25 + 12.83) 2 (.74) �` 112 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE GAR� TH1 SIDES' USED FOR LOT LINE STAKING. SLAB 0 - /62 d3 80.0' _- , 25 x 12.83 (.74) = 237 t C. 1 BOTTOM: 8: PIPE FOR SEPTIC SYSTEM TO SCH. 4p-4 PV OTAL: 472 S.F. 349 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT �b2 9�� JSE (2) 500 GAL ACME OR EQUAL LEACHING INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED -- - FROM BOARD OF HEALTH. / 3ROBR - r!--IAMBERS WITH 4' STONE ALL AROUND DWELLING \ 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TF 81.5' TO COMMENCEMENT OF WORK. LEGS TITLE 5 SITE PLAN �jl:� 100.0 PROPOSED SPOT ELEVATION OF LOT 3 BILTMORE PLACE 10OX0 EXISTING SPOT ELEVATION IN THE TOWN OF: 100 PROPOSED CONTOUR B A R N S T A B L E ,'I 100 EXISTING CONTOUR PREPARED FOR: MAINS POST AND .BEAM 30 0 b LOT 4 30 60 90 BOARD OF HEALTH MA SCALE: 1„ 30' DATE: OCTOBER 9, 2000' APPROVED DATE off 508-362-4541 fax 508 362-9880 � OF ,y ��H of H Mgs. down Cape engineering, inc. ��,= As�sc 4�'��P ARNE yn 4RNE H. �G H. CIVIL ENGINEERS. °VIL N NaAI.A y N aO792 0 LAND SURVEYORS q 939 main st. yarmouth, ma 02675 99--,246--3 OJALA, P.E., P.L.S. DATE