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Home My WebLink About0547 MAIN STREET (CENT.) ¢�` / , ; �_ .,. �� r .. n r , . _ ,. r. ,� � � .. �. k Y r. � - a :�. �.� F - � _ '. P - '.� .. � �i c � �. ,: -. �< 1 - �. � _ .. y - .. ' .. p. y .. i d x �. � oY .. .. n :. -. r� . - � •` .. - .:. y ., ,. e _ 1 a 1: ! �. �. i �. � � _ .. ,' � � � � _ ": _ ' �. ;. .K .. � _ •_e - � �. 7 � - � ��- :��r. .. c. � ,. ,., a '. .. r'; v .. Y; 4r t ._ .. t ., L� "1i r s. .' �. - .. ., ,i, moo. ,. -.. ' '.� ,.. '.. �. -.' e _ �. - '� E �• .. ,:�.� �n _ ,: �.. a ,�, � _. .. r � _. � .. _ 7. .� ;.. .. �4 - - �._� .� { � . . .. ._ � � .. -� .. .. ,. .. --. a ,. ... ,. . _ ..: - y: a, � _ .. ,: �_ ,. u _ Ali MAP`INSTALLED BUILDING P'RODtJ.CTS OF SAGAMC)RE PO sox 1305 E 5AGAMORE BEACH,.MA 02562 3(VSUC:ATION`CEfiTOCATIUN PER fECC 303.1.1 _.. JOB SITE:. .` :7 flat Ngxc�.tr �� MA. BAIT-INS ULATION:: : { 'Exterior wails: . Type Ct s b.�e k Manufacturer: r R=Value Interior walls/Stairwell Type': Fs ,r Manuf6cturer: 'ti1S R-Valuer Basement Ceiling: Type: �{aC Manufacturer: tcc_ R-Valu2:.<i : Flat Ceiling:' Type: ManufacturerR-Uafue, P } Siope0 C0iIings '�'966,- ''' j^-7� TYpe Manufacturer 3 BLOWN IIVSt1LATION (:FIBERGLASS OR CELLULOSE} Exterior walls:.' Type: Nlanufactiarer R-Value: Settled Thickness: Settled R-Valuer Installed.density: .Coverage Area: Number of:Bags: Flat Ceilings; Type: IVlanuiacturer. R:Value: Settled'Thickness _ Settled R>Value::. Installed density.. Coverage,Area; Nu m: er of Bags: Sloped Ceilings., TYPe lVlanufacturer. R Value: . Settled Thick ness: Settled R-Value. Installed Y.L. Coverage Area: Nu be,r o.f Bags Installed By: r Date: For MAP Installed Building Products of Saganio :' ,. Town of Barnstable .w . , .� �.,, .. . .w n and , Building • n t Post This Card So That it is Visible From,the Street-Approved Plans Must be Retained o Jo'b this Card MustMbe Kept Posted Until Final Inspection-Has.Been Made • Permit =Where a Certificate of Occupancy is Required,such Bwlding shall Not be Occupied until a Final Inspection has been made Permit No. B-20-519 Applicant Name: GARY GUSTAFSON Approvals Date Issued: 03/17/2020 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 09/17/2020 Foundation: Residential _ Ma./Lot: 207-051 Zoning District: SPLIT Sheathing: p g Location: 547 MAIN STREET(CENT:),CENTERVILLE Contractor Name CAPIZZI HOME IMPROVEMENT Framing: 1 Owner on Record: ONEILL,SUELLEN TR l INC. Address: 33 POND AVE UNIT 607 - . Contractor License, 100740 Chimney: BROOKLINE, MA 02146 Est. Project Cost: $50,000.00 Description: Renovate Interior of Existing Detached Garage New Spray= Permit Fee: $305.00 Insulation: Insulation in Storage Area New Sheetrock.in Same Storage Area Fee Paid: $305.00 Final: m Install Fire Door From Lower Level. x 3/17/2020 , Project Review Req: NO CHANGE OF USE.STORAGE ONLY. Plumbing/Gas s � Rough.Plumbing: f ,-;Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the`approved construction documents_for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes: final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. '` Electrical The Certificate of Occupancy will.not be issued until all applicable signatures by the Building and Fire Officials are provided onh is permit. Service: Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health 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. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT of try i►�y� Z � -� �' � Ca Application Number................................................................... 1NU►83. Permit Fee.................................Zoning District........................ i639' �� 1 2020 FEB 2 Total Fee Paid 3 0!�i a eJ �OVvty yr vnrgrv�tHl'3LE ................................................. ...... TOWN OF BARNSTABLE Permit Approval by....... .onh h BUILDING PERMIT Map.....0.............................. Parcel............................................. APPLICATION Section 1 - Owner's Information and Project Location Project Address S q 7 M Ai•N .S+h;e GT- Village G e r,-�'e1Zv., /1� Owners Name S y e 11 e w Q ' tl/ei• 11 " Owners Legal Address 30 �e N� 51i'• VENv-e, 0,V14- G 0 7 NO 17 City ! o a�tLL4v G State M-t Zip D Z! G Owners Cell # 1 q ��3 + &�C_ E-mail A T R A:F ro uh �.4T3 av G� Cofct /r Section 2 —Use of Structure Use Group 4 V 10 ❑ Commercial Structure over 35,000 cubic feet ommercial Structure under 35,000 cubic feet Single/Two Family Dwelling Section 3 —_Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition, ❑ Retaining wall ❑ Solar VRenovation ❑ Pool ❑ Foundation Only Other— Specify Section 4 - Work Description �rNot/aTieA/ of E-XiJTiKt' .Z Ftoo✓ of 2 4_i-A-lied 474-ewft AJ e w dr4ky E0,1 dar&oA (srda e i4lirA , , -e w ( 4 0_- ,,Al a f.env fTo/t4- �4-v E/► 6U-PuJ =if'�--t j� oy✓ �KUM Loau.e� L�u•t/ k Last updated: 1/31/2020 Application Number.................................................... Section 5—Detail Cost of Proposed Construction Square Footage of Project Age of Structure Dig Safe Number # Of Bedrooms Existing Total# Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method '[:],,MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ Wiring. : ❑ Oil Tank Storage _. ❑ Smoke Detectors z ❑ Plumbing._ ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney - ❑ Add/relocate bedroom Water Supply -❑ Public A.., < ❑ Private, e Sewage Disposal 1:1 Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: _ I am using a crane C Yes ❑ No Section 7— Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8 —Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed.. • Side Yard, Required. _ Proposed. Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last updated: 1/31/2020 M Application Number.............................................:...... Section 5-Detail Cost of Proposed Construction$50,000 Square Footage of Project- Age of Structure MAIN HOUSE 1890 GARAGE 1960'S? Dig Safe Number # Of Bedrooms Existing 0 Total# Of Bedrooms (proposed) 0 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics [Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney Add/relocate bedroom Water Supply C ❑ Public ❑ Private Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: AJ`e''`' l*Nv°f&�Asing a crane ❑ Yes I No Section 7—Flood Zone Flood Zone Designation x Within or adjacent to a wetland,coastal bank? Yes ❑ No Section 8—Zoning Information Zoning District RD-1 Proposed Use Lot Area Sq. Ft. .37 ACRES • Total Frontage Percentage of Lot Coverage #of Dwelling Units(on site) 1_ Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed 1-Tac fhie r,rnnarty Karl raliaf from fha 7nninrr RnnrA in fha naef7 17" Vnc I 'I -\Tn Application Number........................................... Section 9—Construction Supervisor Name GARY GUSTAFSON Telephone Number'508-648-9942 Address—3 SHORT WAY City SANDWICH State MA Zip 02563 License Number 074640 License Type U Expiration Date 1/29/2020 Contractors Email PERMITkCAPIZZIHOME.COM Cell# 508-648-9942 GARY ALSO BILL REISS HIS PROJECT MANAGER AT - I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures, specific inspections and documentation required by 780 CMR and the Town of Barnstable. Attach a cop of your license. Signature Date O-L y l Z e Section 10—Home.Improvement Contractor Name CAPIZZI HOME IMPROVEMENT INC GARY GUSTAFSON Telephone Number 508-648-0269 PERMITTING Address 1645 NEWTOWN ROAD City COTUIT State MA Zip 02635 Registration Number 100740 Expiration Date 06/22/2019 I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State°Building Code. I understand the construction inspection procedures, specific inspections and documentation required by 780 CMR and the Town of Barnstable. Attach a c y of your H.I.C... Signature Date / /y Jli Section 11 —Home Owners License Exemption , e Home Owners Name: NA Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures, specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date ° APPLICANT SIGNATURE 6 414_I JJ A j eA U 2 l 2a Signature Date Print Name NARY GUSTAFSON cAPIZZI HOME IMPROVEMENT iNc Telephone Number 508-648-9942 E-mail permit to: PERMIT@CAPIZZIHOME.COM Section.12-Department Sign-Offs Health Department ® Zoning'Board(if required) Historic District ® Site Plan Review(if required) Fire Department Conservation For commercial work,please take your plans directly to the fire department for approval Section 13—Owner's Authorization I, SEE ATTACHED AUTHORIZATION r/gbr4HA'd4`e-4 as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit.application for: (Address of job) Signature of Owner date Print Name V Page 6 of 6 Capizzi Home Improvement Inc. Specifications and Estimates STATE OF MASSACHUSETTS LETTER OF AUTHORIZATION TO APPLY FOR A BUILDING PERMIT WE, SUELLEN&RAP1N O'NEIL, OWN THE PROPERTY LOCATED AT 547 MAIN ST. IN CENTERVILLE, MASSACHUSETTS. I HAVE AUTHORIZED CAPIZZI HOME IMPROVEMENT TO ACT AS MY AGENT TO APPLY FOR A BUILDING PERMIT IN ACCORDANCE WITH 780 CMR, THE MASSACHUSETTS STATE BUILDING CODE. I GIVE MY PERMISSION TO LESSEE TO APPLY FOR A BUILDING PERMIT IN ACCORDANCE WITH 780 CMR, THE MASSACHUSETTS STATE BUILDING CODE. SIGNATURE OF OWNER: i he lQ OWNER'S ADDRESS: 547 Main Street, Centerville MA 02632 OWNER'S TELEPHONE: 781.883.6243 LESSEE'S SIGNATURE: LESSEE'S ADDRESS: LESSEE'S TELEPHONE: APLLICANT'S SIGNATURE: APPLICANT'S ADDRESS: 1645 Newtown Rd., Cotuit,MA 02635 APPLICANT'S TELEPHONE: 508-428-9518 RESPONSIBLE OFFICER: RESPONSIBLE OFFICER ADDRESS: RESPONSIBLE OFFICER TELEPHONE: Commonwealth of Massachusetts:: Division of Professional Licensuie Board of Building Regulat►ons'"d Standards i Construa!6 i§�*rvisor ". . CS-074640 "` r E ires 11/291202i) GARY GUSTAFSON y% 8 SHORT WAYS " .'�F `' , SANDWICH MA.02663� - ti Cj Commissioner C:'it c��nr�inrian n:USI BSS IIness CK,11 qua ViTICe O��0If9110127�tf3Ri'B � 1811011 i HOME IMPROVEMENT CONTRACTOR_ Registration valid for individual use onty TYPE:Sunolement Card before the expiration date. ft found return to: j Registration, iration' Office of Consumer Affairs and Business Regulation _ 100740'--\ 06/22/2020 One Ashburton Place-Sul a 1301 CAPIZZI HOME IMPROVEMENT,INC. Boston,MA 02108 GARY GUSTAFSOiSSSN IJ 1645 NEWTON RD Nf' fl cG o valid without signature COTUIT,MA 02635'` _ < Undersecretary 1 f The Commonwealth of Massachusetts Department of Industrial Accidents I Congress Street,Suite 100 Boston,MA 02114-201.7 www massgov/dia Workers'Compensation insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Annlicant Information Please Print Legibly Name(Business/Organization/individual):CAPIZZI HOME IMPROVEMENT INC Address:1645 NEWTOWN ROAD City/State/Zip:COTUIT , MA 02635 Phone#:508-428-0518 Are yo n employer?Check the appropriate box: Type of project(required): 1. am a employer with 40 employees(full and/or part-time).* 7. New construction 2. 1 am a sole proprietor or partnership and have no employees working for me in. $. 0 Remodeling any capacity.[No workers'comp.insurance required.] ' 3.E]I am a homeowner doing all work myself.[No workers'comp.insurance required.]t " 9. El Demolition 4.[] 10.0 Building addition I am a homeowner and will be hiring contractors to conduct all work on my property. I will" ensure that all contractors either have workers'compensation insurance-or are sole 11.❑Electrical repairs or additions proprietors with no employees. - 12. Plumbing repairs or additions 5.❑T am a general contractor and T have hired the sub-contractors listed on the attached sheet. 13.❑Roof repairs These sub-contractors have employees and have workers'comp.insurance., P 6. We are a corporation and its officers have exercised their right of exemption per MGL c. 14.[:]Other 152,§t(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. -Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have. employees. if the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation:insurance for my employees. Below is the policy and job site information Insurance Company Name: AMGUARD INSURANCE COMPANY Policy#or Self-ins.Lic.#: R2WC033027 Expiration Date: 12/25/2020 Job Site Address: y7 /`f441 A - City/State/Zip: C.4 kT4eat*/ � Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c..152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cer under the pains and penaltie of perjury that the information provided above is true and correct Si ature': Date: 07, 2 0 Phone#:508-428-9518 Official use only. Do not write in this area,to be copl!pleted by city or town official. City or Town: Permit/License# Issuing Authority(circle one):. 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: AC R® - - DATE(MMIDDIYYYY) `� CERTIFICATE OF.LIABILITY INSURANCE 12/23/2019 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(les)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 NAMEAC Rogers and Gray Processing ROGERSGRAY INC PHONE 508 398-7980 FAX e. Eo REs , mail@rogemgray.com 434 ROUTE 134 - INSURERS AFFORDING COVERAGE NAICS SOUTH DENNIS MA 02660 INSURERA: AMGUARD INSURANCE CO 42390 INSURED INSURER B: CAPIZZI HOME IMPROVEMENT INC INSURERC: INSURER D: 1645 NEWTOWN ROAD INSURERE: COTUIT MA 02635 INSURERF: COVERAGES CERTIFICATE NUMBER: 486222 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 I SUER POLPOLICY NUMBER MMIDDY EFF PMI�DIYYYY LIMITS LTR COMMERCIAL GENERAL LIABILITY EACH OCCURRENCEDAM S NTED CLAIMS-MADE EI OCCUR PREMISES EEa occurrence). $ MED EXP(Any oneperson) $ N/A PERSONAL&ADV INJURY $ GEWL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE t PPOLICY a R LOC PRODUCTS-COMP/OP AGG S OTHER: $ AUTOMOBILE LIABILITY - CO eBeNdEDISINGLELIMIT S ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS N/A BODILY INJURY(Per accident) S NON-OWNED PROPERTYDAMAGE HIRED AUTOS AUTOS (Per aaldent) S S UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESSLUIB CLAIMS-MADE NIA AGGREGATE S . DED RETENTIONS I I $ WORKERS COMPENSATION X STA 11TE ERH AND EMPLOYERS'LIABILITY YIN ANYPROPRIETORIPARTNER/EXECUTIVE -.E.L.EACH ACCIDENT E 1,000,000 A -OFFICERIMEMBEREXCLUDED9 WA NIA NIA R2WC033027 12/25/2019 12/25/2020 - (MandatorylnNH) E_.L.DISEASE-EAEMPLOYEE S 1,000,000 If es,deacdbe under O SCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $ 1,000,000 N/A DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached If more apace Is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts it the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the Issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.govAwd/workers-compensarionfinvestigations/. :. 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. I AUTHORIZED REPRESENTATIVE Daniel M.Cr y,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD w CAPIHOM-01 CROY ACORO® CERTIFICATE OF LIABILITY INSURANCE DATE(M /YYYY). 8/2312D019 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 have ADDITIONAL INSURED provisions or 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). CONTACT PRODUCER NAME: RogersGray,Inc. 80 434 Rte 134 PH o,Et):( 0)653-1801 �AI,No:(877)816-2156 South Dennis,MA 02660 aoDRlEss:mail@rogersgray.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:Arbella Protection Insurance Company,Inc. 41360 INSURED INSURER B: INSURER C: Capizzi Home Improvement,Inc. INSURERD: 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 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 ADDL SUB POLICY NUMBER POLICY EFF POLICY EXP LIMITS R I WV M A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ❑X OCCUR 8500067380 6/8/2019 6/8/2020 DAMAGES RENTED 5QQ,000 P EM SES Ee occurrence $ MED EXP oneperson) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENT AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY JECT F LOC PRODUCTS-COMP/OP AGG $ 1,000,000 OTHER $ COMBINED SINGLE LIMIT 1,000,000 A AUTOMOBILE LIABILITY Ea accide t $ ANY AUTO 1020064960 03 6/8/2019 6/8/2020 BODILY INJURY Per erson $ OWNED X SCHEDULED BODILY INJURY Per accident $ AUTOS ONLY AUTOS X AUTOS ONLY X NON-OWNED oNLY Pe�acctdentDAMAGE $ $ A X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,000 EXCESS LIAB CLAIMS-MADE 4620081345 6/8/2019 6/8/2020 AGGREGATE $ 21000,000 DED I X I RETENTION$ 10,000 $ WORKERS COMPENSATION STATUTE ER AND EMPLOYERS'LIABILITY YIN ANY PROPRIETORIPARTNERIEXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ {Mandatory in NH)EXCLUDED? E.L.DISEASE-EA EMPLOYE $ ,If yes,descnbe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Additional insured as respects general liability provided when required by written contract. WORK COMP CERTIFICATE TO BE ISSUED DIRECTLY BY THE CARRIER 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. I AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. Town of BarnstableBuilding /�„(xi➢'. '' Post' 1s Card,So;That it is Visible From he Street Approved Plans Must be Retained on Job and`this'Card Must be Kept ate. Posted Until Final Inspection Has BeenMatle r � ; r 3P Q1 e i Where a Cep ifcate ofOccupancy isRequred,�such Buildmgshall�Not be Occu ietl until a Final Ins ection has been made F ... „ Permit No. B-19-3687 Applicant Name: RICHARD P. GARNEAU JR. Approvals Date Issued: 11/22/2019 Current Use: Structure Permit Type: Building-Add ition/Alteration-Residential Expiration Date: 05/22/2020 Foundation: �Z// Location: 547 MAIN STREET(CENT.),CENTERVILLE Map/Lot 207-051 Zoning District: SPLIT Sheathing: Owner on Record: ONEILL,SUELLEN TR Contractor Name�'r. RICHARD P GARNEAU,JR Framing: 1 Address: 33 POND AVE UNIT 607 Contractor Licen se CS-009714 2 BROOKLINE, MA 02146 Est Project Cost: $20,000.00 Chimney: Description: REMOVE&REPLACE DECKING& RAILING FROM.EXISTING BECK Permit Fee: $ 152.00 WITH AZEK 5/4 X6"AND WHITE PREMIER RAILING CONSTRUCT 6'- Insulation: d 3 WOOD ROOF OVER EXISTING DECK AND TO BACK CORNER OF Fee Pai = $ 152.00 EXISTING HOUSE AS PER ATTACHED PLAN I' � m Date 11/22/2019 Final: Project Review Req: Plumbing/Gas ON Rough Plumbing: :.Building Official Final Plumbing: ,This permit shall be deemed abandoned and invalid unless the work authonie by this permit is commenced within s 'onths after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents�for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zon1ng by lawsanb codes. This permit shall be displayed in a location clearly visible from access street or roa�IT-M. ", shall be maintained open for pu61�c mspeto for the entire duration of the Final Gas: work until the completion of the same. a' Electrical The Certificate of Occupancy will not be issued until all applicable signatures by theFBuilpin&and Egre Officials are provided onthis permit. Minimum of Five Call Inspections Required for All Construction Work '" Service: 1.Foundation or Footing ;= .. Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Val Application Number....... ..... .......................... ............ PIP MASS. �PAermit Fee.......................................Other Fee........................ 039. 11Y Total Fee Paid.................... TOWN OF BARNSTABLE Permit Approval by..0... ............... BUILDING PERMIT Map.. ..........................Pa=i.........6S.. ...................... APPLICATION Section I - Owner's Information and Project Location Project Address ��7 Mitli 777 Village Owners Name c5tj C.�Lv t Owners Legal Address City l State zip �q�ra Owners Cell# 2a/ - E-mail ln-tu412&L— N Section 2 —Use of Structure Use Group _. ❑ Commercial Structure over 35,000 cubic feet Commercial Structure under 35,000 cubic feet ❑ Single/.Two Family Dwelling Section 3 —Type of Permit ❑ New Construction E] Move/Relocate [:] 'Accessory Structure EJ Change of use ❑ Demo/(entire structure) El Finish-Basement El Family/Amnesty El Fire Alarm, Rebuild Z'Deck Apartment El Sprinkler System A E] Addition ❑ Retaining wall ❑ .' Solar E] Renovation ❑ Pool EJ Insulation Other—Specify, F - Section 4 -'Work Description ITAdigio -P go-A i-ila A z" eic e-1,4 -�4 M_ 17A I hvci 6, J _r Trio-L 6, -' 3 Qoc r.> '/'Z l -J!�- _J T.nqt iinrInted- 11/15/?01 R Application Number..........................I.......................... Section 5—Detail Cost of Proposed Constructio -0 dvv d® Square Footage of Project 70 Age of Structure i Dig Safe Number # Of Bedrooms Existing Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method' ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression on ❑ Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom Water Supply Public ❑ Private Sewage Disposal ❑ Municipal Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility:&&Js7-M %R/+i>15 �� 1 o.►l I am using a crane ❑ Yes 9 No , Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard . Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last updated: 11/15/2018 ®olseCasc8e l Triple 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP IPASSEVI / RB01 (Roof Beam) BC CALCO Member Report Dry 13 spans I No cant. November 22, 2019 11:59:51 Build 7295 Job name: O'NEILL File name: Address: 547 Main St Description: Porch Roof Beam City, State,Zip: Centerville, MA Specifier: Builder: Rick Garneau Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products �0 12 1 0 05-09-00 13-00-00 09-03-00 61 132 133 134 Total Horizontal Product Length=28-00-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 5-1/4" 6810 266/66 B2, 5-1/4" 792/0 1615/0 B3, 5-1/4" 892/0 1770/0 B4, 5-1/4" 236/0 535/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 28-00-00 Top 11 00-00-00 1 Standard Load Unf.Area(lb/ftz) L 00-00-00 28-00-00 Top 15 35 04-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 1972 ft-Ibs 13.6% 115% 13 12-03-00 Neg. Moment -2806 ft-Ibs 19.4% 115% 12 18-09-00 End Shear 551 Ibs 6.6% 115% 11 26-11-08 Cont.Shear 1236 Ibs 14.9% 115% 12 17-11-02 Total Load Deflection L/1160(0.135") 15.5% n\a 13 12-03-00 Live Load Deflection L/999(0.093") n\a n\a 18 12-03-00 Total Neg. Defl. L/999(-0.015") n\a n\a 12 03-08-09 Max.Defl. 0.135" 13.5% n\a 13 12-03-00 Span/Depth 21.5 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Column 5-1/4"x 5-1/4" 333 Ibs n\a 1.6% Unspecified B2 Column 5-1/4"x 5-1/4" 2407 Ibs n\a 11.6% Unspecified B3 Column 5-1/4"x 5-1/4" 2662 Ibs n\a 12.9% Unspecified B4 Column 5-1/4"x 5-1/4" 771 Ibs n\a 3.7% Unspecified Cautions B For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not ERNS occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. W"li.6 daic6de - Triple 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP P�A►S►SE� RB01 (Roof Beam) BC CALCO Member Report Dry 13 spans I No cant. November 22, 2019 11:59:51 Build 7295 Job name: O'NEILL File name: Address: 547 Main St Description: Porch Roof Beam City, State,Zip: Centerville, MA Specifier: Builder: Rick Garneau Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products Notes Design meets Code minimum(L/180)Total load deflection criteria. Design meets Code minimum (L/240)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALCO analysis is based on IBC 2015. Design based on Dry Service Condition. Connection Diagram: Full Length of Member ib r Y. L a minimum =2" c=3-1/4" b minimum =4" d =24" e minimum= 1" All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMFL005 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALCO,BC FRAMER@,AJSTM ALLJOISTO,BC RIM BOARD M, BCIO, BOISE GLULAMTM",BC FloorValue@, VERSA-LAM@,VERSA-RIM PLUS@), POST OFFICE BOX 476 WEST BARNSTABLE, MA 02668 774.238.8632 t Job#102419 Page 1 of 2 October 28, 2019 Suellen O'Neill - Phone: 781.883.4185 547 Main Street Email: lotuspoint�coai�cast.�2et Centerville,MA 02632 Rapin Phone:781.883.6243- Project Description: Deck Remodel AUTHORIZATION FORM L l,. I, S�•t E E W 0 KI E I L L ,as owner of the subject property,hereby authorize Richard P.Garneau,Jr.,.d/b/a Richard P. Garneau Carpentry&Remodeling.to act on my behalf; in all matters relative to work authorized by this building permit application for: Address Property: 547 Main Street, Centerville,MA 02632- Signature of Owner: Print Name:S u E'L L E tom( L L Date: 10/ Al The Commonwealth of Massachusetts Department of IndustddAccidents Office of Investigations 600 Washington Street Boston,MA 02111 wwM.massgov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Apuficant Information Please Print Legibly Name(Business/orgmization/Individual):�t Gff�4�J_ i;Ai—CV 0A-lJ Address: X17�rV Sri 0910 D s D e /7 City/State/Zip: S e_ r 66F_ 'Phone#: 77 4f oP 39 _ Are you an employer?Check the appropriate box: Type of project(required) 1.❑ 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 2.91 am a sole proprietor or partner- - listed on the attached sheet. 7. 0 Remodeling ; ship and have no employees These sub-contractors have g• Demolition wor for me in an aci employees and have workers' Y c aP tY• t 9. ❑Building addition [No workers' comp.insurance comp.insurance. .. 5. We are a corporation and its 10.❑Electrical repairs or additions required.] officers have exercised their I L Plumb' re airs or additions 3.❑ I am a homeowner doing all work ❑ � P • myself.[No workers'comp. right of exemption per MGL 12.E Roof repairs insurance required.]t C. 152,§1(4),and we have no , employees.[No workers' 13.&rOther /{>?PrNtoclE 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 most 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. y I am an employer that is providing workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name- Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: City/state/Zip: Attach a copy of the workers',compensation policy declaration page(showing the policy-number and expiration date), Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of 'Investigations of the DIA for insurance coverage verification. I do hereby certi u er a pains "''d penalties of perjury that the information provided above is true and correct: Si store: Date: C Phone#: Official use only. Do not write in this area,to be completed by city or town oj)7ci"a1 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 M Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person k 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 local 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-contractors)name(s),address(es)and phone number(s)along with their certificate(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 OScials 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 permit/license 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 in (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 on file for future permits or licenses. A new affidavit must be filled 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 lice 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 Commmwealth of Massachusetts Department of Industrial Accidents Qffi'tce of Invest iptions 600 Washington Street BostM MA 021.11 - Tel.#617-727-4900 ext 406 or 1-877-MASSAM Revised 4-24-07 Fax#617-727-7749 www:maw.gov/dia �G �® �® G, p EX. 0 151.24' PORCH N + 42. 60 PROP. EX. 15.9'x21.4' N DWELLING CARPORT f` 33.37' 5 :.. DEC LP . t TANK 0) co BUILDING N r- EX. W/F < BUILDING ZONE CVD ! ZONE RD1 ZONE RC2 � t 1 SEPTIC FROM ASBUILT 13.00' ON FILE AT THE TOWN- HEALTHr' 7100' DEPARTMENT CHURCH HILL ROAD BUILDER TO CONFIRM ZONING LINES FROM GIS CERTIFIED PLOT PLAN MBLU 207-51 I CER7IFY THAT THE IMPROVEMENTS SHOWN of wA 547 MAIN ST. HAVE BEEN LOCATED BY A FIELD SURVEY. ,��`�� ss90 CENTERWLLE, MA ? yG DRAWN: RBS o DATE: 3-4-2019 ROBB �, JOB #: S483 -+ SCALE: 1 '=30' o SYKES ., DWG. CPP No. 35418 H EASTBOUND 9 �s E��o LAND SURVEYING, INC. 3-d-2019 ssi T S ' P.O. BOX 442 FORESIDALE, MA 02644 ROBE SYKES, P.LS. DATE 508-477-4511 ................. ........ AP ...Cooc.R ET AB A) (f6 7-,.Jr A� e A, -------------------- i6y, .. .. ., ....,._,..................................__.__, .. .. w ,` E M - LEI i � w.w�� N' \11 t •fit kt \ 1 \5 \ e � , �' '``.\ \\ '�S `\ \ '� � � w - ��. i �� ..11`+14"(t �y,�;.•.,�f,1 e1 h" �. I 5 i C'I PRMik.r ` \ \ �,�._..........��._.��.-.M..�...w_ ice`,-._�_�: ..,. , � � .. "`•. .��", .v.._._,. - ( al MAC ............ t �XIST(ly� �Ot4C RET—f^ IWA(K. EZ(s v 1 0.°°�8.r 1 E:l __ - � � .. ! ^ ..r+_...._ar—..__._rw. ...r....n..aww..nm.e ' .....r.w... ..n Mw.rwu�•w .�`�w...r....w....nr..«.w:..•.. q afa fir" pciK � A ..+...�... [ '..._..+........ . ....._.._....._....._ ,...- lT.��_^. ...-......_...._......._..._.._....._...._,___............:... ...,_._,.._.._ _., d �.._M�...�.CI r� (,gyp �I.Yi!tic.r�,+.-_„...,.-.., ... ._.. _._..,,,..,, .. ........_.... �•I __� cc-'�� ...._.. -__ __—'� v.., +rm.w•.r.^_./y� �j.�..�+}/../.\.��r`e_�rw`p..�r':d•'YiN3"dMt��Wll ....... .i��.�� ,1!r! ��r7 (��' �.:_ i,.-•�'v��-a""(, ! f,,",� ,�,, j ,� ,.[^J�i�.. .�,_.. �r � '..�..a..�z.'•.#+:d:.-�.�:..y...1..:..I..GL....,....._,_.,._ _4� _w- ii _ I ! LJ _ t STEP w. 6�6 .`»P�? 1-'' 1 � (ram fc, ,. NOV 2 19 0 VVN OF OARNSTABL ` ...__..--- X L.e.t� w , P 3 CAPS i , _._.........._....._._..._...—_.. -_........ ,..._._..._.,._.w.. l j Cernmonwealth of Massachusetts Division of Professional Licensure Board of Building-Regulations and Standards Constr{ct4br ;StSpervisor CS-009714 facpsres.04/04/2023 RICHARD P GARNEAU.JR 251 WOODSIDE ROAD WEST BARNSTABLE MA 026"-- r Commissioner Office of Consumer Affairs and Business Regulation One Ashburton Place - Suite 1301. Boston, Massachusetts 02108 Home.Improvement Contractor Registration Type:- Individual RICHARD P.GARNEAU JR. Registration: .166170 -25t-WOODSIDE RD. Expiration: 05/04/2020 . W.BARNSTABLE,MA 02668 Update Address and Retum Card. SCA 1 0 20M-M17 w ' Application Number........................................... Section 9 Construction Supervisor Name l,,c1,,Ager> I? (!q�Rwexe_,S Telephone Number ?,?`f V3E' eF63�Z Address R2 x Y-76 City Ro w-c-RMe State._Zip C3�y�6� 4951 do IDS_ License NumbeitfSO 0 CI > �.q. License Type ./J es it«TEa Expiration Date 64 �4 a 0,20 Contractors Email 7,c jw&.��ftn1 PAy 1DG W,41L Co,l Cell # Z � I understand my responsibilities.under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation re wired y 7 0 CMR the Town of Barnstable.Attach a copy of your license. w Signature Date F Section 10 Home Improvement Contractor Name �}za/0,4L) Telephone Number Address Eljm< 6 -City 'State�Zip 60>7G , Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation requir by 780 CIr and the Town of Barnstable.Attach a copy of your H.I.C... Signature. Date /j�3(//q Section 11 -Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand,the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. i Signature Date APPLICANT SIGNATURE Signature Date A3 / q Print Name / CA1,41-Zti7 Ph-() Telephone Number ?;74 g2 E-mail permit to: g 1 cK<n7_A rz A),?A y 0 �rf Yl c( ,��r✓I Last updated: 11/15/2018 t o Section 12 —Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ . Conservation ❑ - '' For commercial work,please take your plans directly to the fire department for approval Section 13- Owner's Authorization I, , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner date i. Print Name 1 Last updated: 11/15/2018 Tow_ n of Barnstable Building s rwatvrn Post This Card So That it is Visible From the Street-Approved`Plans Must be,Retained on Job and this Card Must*be Kept n Posted Until Final.Inspection Has Been Made. Permit 163 1 JiYIH A' Where a Certificate of Occupancy is Required,such Building shall Not be.Occupied until a Final Inspection has been made. ..mot en Permit No. B-19-797 Applicant Name: GARY GUSTAFSON Approvals Date Issued; 03/28/2019 Current Use: Structure F40fwfi 3 Permit Type: Building-Addition/Alteration- Residential Expiration Date: 09/28/2019 Foundation: �.�s+1f� ,102 Location: 547 MAIN STREET(CENT.),CENTERVILLE- Map/Lot 207-051 Zoning District: : SPLIT Sheathing: Owner on Record: ONEILL,SUELLEN TR Contractor Name:'~,CAPIZZi HOME IMPROVEMENT framing: 1 � Address: 33 POND AVE UNIT 607 i r INC. 2 ( IT I -- =- Contractor�License: 100740 BROOKLINE, MA 02146 �,. -_ '` Chimney: Est Description: Addition of a Carport/paviion area to.,existing`,detached garage with k `{ Project Cost: $50,000.00 i Insulation: storage Permit Fee: $305.00 will be 22x112-3/4' also work to exisiting porch roof and deck on Final: Fee Paid: $305.00 this garage remove and replace deck landing and steps in same , { footprint. Garage Roof:remove and replace all roofing owl. Dater` 3/28/2019 Plumbing/Gas barn/garage with new Landmark Shingles 9 square. " � '� Rough Plumbing: Project Review Req: Final Plumbing: Building Official This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved app(iication-and the'approved,construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and st'ucturesshall be in compliance with the local zoning by-laws and codes. Final-Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open fog public inspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and-Fire Officials arejprovided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: Rough' 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7,Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Wcrk shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 1 Application Numberb.........Iq......... �� ............ BARNWABM MASS.,er Permit Fee.......................................Other Fee........................ 1639. MAR,21 Total Fee Paid............ ............... ...... luvv, 1� TOWN OF BARNSTABLE"'—i1j/ Permit Approval by... On...431 i!.l....... BUILDING PERMIT Map......207..................................Parcel............J51.............................. APPLICATION gftpy� Section 1 — Owner's Information and Project Location Project Address 547 Maine Street Village Centerville Owners Name SUELLEN O'NEILL Owners Legal Address 33 POND AVENUE, UNIT 607 City BROOKLINE State_MA Zip 02146 Owners Cell# 781-883-4885 E-mail APREFOUNDATIONkCOMCAST.NET Section 2 —Use of Structure Use Group �_�0�10 EFommercial Structure over 35,000 cubic feet Commercial Structure under 35,000 cubic feet (X)Single/Two Family Dwelling Section 3 —Type of Permit 00 , F] New Construction ❑ Move Relocate 9 Accessory Structure— E], Change,.of use. El Demo/(entire structure) El Finish r7,.1 Family/Amnesty El Fire Alarm- Rebuild El Deck Apartment F Sprinkler System" 0 Addition C AKP 0 V,' E]v1 PA' F] Po Retaining-wall E] Solar d Renovation 01 El Insulation Other-Specify_ROOFING ON EXISTING DETACHED GARAGE AND NEW RAILING ON STAIRS .......... Section 4 -Work Description W4o ,'o1 1 / b �&k aA1c7 4 ed_ 1 Ar P % 31 THREE (3)ITEMS Addition of2-camorthmvilion area to existing detached-, fff 22' X 11-2-3L4 also work to existing porch roof and deck on this remove and re ace --k- - ng and steps in same footprint GARAGE roof il) c--d ec a MInd remove and replace all roofing on barn/garage with new Landmark shingles 9 square Application Number............ ....................................... j Section 5 Detai l Cost of Proposed Construction$50,000 Square Footage of Project CARPORT 264 SF 7 MCP Age of Structure MAIN HOUSE 1890 GARAGE,I 960'S?' Dig Safe Number # Of Bedrooms Existing 0 Total# Of Bedrooms (proposed) 0 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design N v Section 6—Project Specifics } , Wiring Oil Tank Storage ❑` Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney. ❑ Add/relocate bedroom Water Supply Public r ❑ Private P Sewage Disposal El municipal " " R(On Site " Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility:' NEw BEDrol?1) 'WA✓IIt � I am using a crane ® Yes 21"No Section 7-Flood Zone Flood Zone Designation x ,. Within or adjacent to a wetland,coastal bank? Yes ❑ No ❑ Section 8—Zoning Information Zoning District RD-1 Proposed Use CARPORT Lot Area Sq.Vt. .37 ACRES Total Frontage Percentage of Lot Coverage #of Dwelling Units(on site) I Setbacks Front Yard, Required Proposed' t , f Rear Yard Required Proposed q: Side Yard Required Proposed T ao tlkic rrnnarfv bail raliaf frnm fba 7nninrr nnarA in t1ka naot7 7 Vac 7 ATn Application Number..........................I................. Section 9—Construction Supervisor Name GARY GUSTAFSON Telephone Number 508-648-9942 Address_3 SHORT WAY City SANDWICH State MA Zip 02563 License Number 074640 License Type U Expiration Date 1/29/2020 Contractors Email PERMIT@CAPIZZIHOME.COM Cell# 508-648-9942 GARY ALSO BILL REISS HIS PROJECT MANAGER AT I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in J accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures, specific inspections and documentation required by 780 CMR and the Town of Barnstable. AttaclYa copy of your license. Signatur Date Section 10—Home Improvement Contractor Name CAPIZZI HOME IMPROVEMENT INC GARY GUSTAFSON Telephone Number 508-648-0269 PERMITTING Address 1645 NEWTOWN ROAD—City COTUIT State MA Zip 02635 Registration Number 100740 Expiration Date 06/22/2019 I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures, specific inspections and documentation required by 780 CMR and the Town of Barnstable. Attac co y of your H.I.C... Signature Date Section 11 —Home Owners License Exemption Home Owners Name: NA Telephone Number ell or Work Number I understand my responsibilities under the ru and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachuse s fate Building Code. I understand the construction inspection procedures, specific inspectio and ocumentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature Date Print Name GARY GUSTAFSON CAPIZZI HOME IMPROVEMENT INC Telephone Number 508-648-9942 E-mail permit to: PERMIT CAPIZZIHOME.COM Section 12-Department Sign-Offs Health Department ® Zoning Board(if required) Historic District ®. Site Plan Review(if required) M Fire Department Conservation For commercial work,please take your plans directly to the fire department for approval. Section 13—Owner's Authorization I, SEE ATTACHED AUTHORIZATION , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner date Print Name DocuSign Envelope ID:22FBFE56-B58B-44EF-9A3D-460D5756721 D .. a Page 6 of 6 Capizzi Home Improvement Inc. Specifications and Estimates STATE OF MASSACHUSETTS LETTER OF AUTHORIZATION TO APPLY FOR A BUILDING PERMIT I, SUELLEN O'NEILL , OWN THE PROPERTY LOCATED AT 547 MAIN STREET IN CENTERVILLE, MASSACHUSETTS. I HAVE AUTHORIZED CAPIZZI HOME IMPROVEMENT TO ACT AS MY AGENT TO APPLY FOR A BUILDING PERMIT IN ACCORDANCE WITH 780 CMR,THE MASSACHUSETTS STATE BUILDING CODE. I GIVE MY PERMISSION TO LESSEE TO APPLY FOR A BUILDING PERMIT IN ACCORDANCE WITH 780 CMR,THE MASSACHUSETTS STATE BUILDING CODE. DocuSigned by. - SIGNATURE OF OWNER: AFOF4F9548314D2... OWNER'S ADDRESS: 547 Main Street, Centerville MA 02632 OWNER'S TELEPHONE: 781-883-4185 . LESSEE'S SIGNATURE: . LESSEE'S ADDRESS: LESSEE'S TELEPHONE: APLLICANT'S SIGNATURE`. APPLICANT'S ADDRESS: 1645 Newtown Rd.,'Cotuit, MA 02635 APPLICANT'S TELEPHONE: 508-428-9518 RESPONSIBLE OFFICER: RESPONSIBLE OFFICER ADDRESS: RESPONSIBLE OFFICER TELEPHONE: Lauzon, Jeffrey From: Lauzon, Jeffrey Sent: Wednesday, March 27, 2019 4:36 PM To: 'GARY@CAPIZZIHOME.COM' Cc: Lauzon,Jeffrey Subject: ViewPermit, Permit No:TB-19-797 Applicant, Please be advised that the above application has been reviewed and the following is noted: 1) No plot plan submitted showing the location of proposed carport. The application is denied pending the submission of the required documents.And, if aggrieved by this notice;you may file a Notice of Appeal (specifying the grounds thereof)with the State Building,Appeals Board within forty-five (45)days of the receipt of this notice. Respectfully, Jeffrey Lauzon Chief Local Inspector (508) 862-4034 Jeffrey.lauzonCcciltown.barnstable.ma.us 1 r .. kb _ Department of Public Safety lil- s De a -S chusett P _ � g Mersa Regulations and Standards - Board of Building Reg � -• s License: CS-074640 v Construction Supervisor d GARY GUSTAFSON Q ,A SHORT WAY E SANDWICH MA 02663 t f ,a W O /ly Expiration: c4 11129126) a ' �ommfssio�er. _ _ � r vt nrtu! er/ edac ia e o on um Irs B%!slnressegAdtion HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Supplement Card before the expiration date. If found return to: Registration Expiration Office of Consumer Affairs and Business Regulation 100740`; 06/22/2020 One Ashburton Place-su 1301 CAPIZZI HOME IMPROVEMENT,INC. Boston,MA 02108 3ARY GUSTAFSONG 1645 NEWTON RD. 00 '.OTUIT,MA 02635 Undersecretary 4 Koi valid without signature • t , %a i .is rage i of i Licensee Details � � � a -7 IL/6 .ye DemoVaphic Information Full Name: GARY GUSTAFSON ner Name: License Address information ` City: SANDWICH tate: MA pcode: 02563 Count . United States License Information License No: CS-074640 License Type:. Construction':Supenrisor Profession: Building,Licenses Date of Last Rene al: 11/5/2018 Issue Date: Expiration Date: 1'1/29/2020 License Status: Active_ Today's Date: 1.1/19/2018 Secondary License Type: oing Business As: tatus Change Reason: License Renewal Prerequisite Information No Prerequisite Information 1 http://elicense.chs.state.ma.usNerification/Details.aspx?agency_id=l&license id=26359.,.. 11/19/2018 ,. ® � .•AC'OR� CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY)12/14/2018 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 NAME CT Rogers and Gray Processing ROGERS&GRAY INSURANCE AGENCY INC (PA o E,a, (508 398-7980 FAX No: E-MAIL ADDRESS: -mall@rOgersgray.cOm 434 ROUTE 134 INSURERS AFFORDING COVERAGE NAIC# SOUTH DENNIS MA 02660 wsURERA: AMGUARD INSURANCE CO 42390 INSURED INSURER B: CAPIZZI HOME IMPROVEMENT INC INSURERC: INSURER D: 1645 NEWTOWN ROAD INSURERE: ' COTUIT MA 02635 INSURERF: COVERAGES CERTIFICATE NUMBER: 348068 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 ADDL SUER- POLICYNUMBER MMDDNYYY MMDD/YYYY POLICY EFF POLICY EXP LIMITS LTR COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CAMAGE-TO RENTED CLAIMS-MADE OCCUR PREMISES Ea occurrence) $ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'LAGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ POLICY❑PRO- JECT LOC PRODUCTS-COMP/OP AGG $ OTHER: $ A COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED, NIA BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS AUTOS $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE N/A AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X PER STATUTE OERH_ AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE YIN E.L EACH ACCIDENT $ 1,000,000 A OFFICER/MEMBEREXCLUDED? NIA NIA NIA `R2WC921272 12/25/2018 12/25/2019 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $-1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000;000 NIA DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.govllwd/workers-compensation/investigations/. CERTIFICATE HOLDER. CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE .EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Of BaIT1St8bl@ ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street AUTHORIZED REPRESENTATIVE Hyannis MA 02601-0000 Daniel M.Cro ey,CPCU,Vice President—Residual Market—WCRIBMA @ 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014101) The ACORD name and logo are registered marks of ACORD CAPIHOM-01 D ATON ACORN" DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 12/17/2018 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(les)must have ADDITIONAL INSURED provisions or 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). A PRODUCER CONT AME:CT Rogers&Gray Insurance Agency,Inc. AIC,1 ,E.1):(800 553-1801 FAX 434 Rte 134 ) (A/c,No:(877)816-2156 South Dennis,MA 02660 Eoo IEss•mail@rogersgray.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:ArbeIla Protection Insurance CompanV,Inc. 41360 INSURED INSURER B: Capizzi Home Improvement,Inc. INSURERC: Capizzi Enterprises,Inc. 1645 Newtown Road wsuRER o Cotuit,MA 02635 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 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 ADDL SUER POLICY EFF POLICY EXP TYPE OF INSURANCE IN D WVD POLICY NUMBER D M/DD LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �X OCCUR 8500067380 06/08/2018 06/08/2019 DAMAGE TO S(RENTED 500,000 REMISES Ea RENTED ace $ MED EXP(Any oneperson) $ 5,000 PERSONAL&ADVINJURY 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: - GENE RALAGGREGATE $ 2,000,000 POLICY�TE T Fx—1 LOC PRODUCTS-COMP/OP AGG $ 1,000,000 OTHER: $ i COMBINED SINGLE LIMIT 1,000,000 A AUTOMOBILE LIABILITY a accideaD ANY AUTO 1020064960 02 06/08/2018 06/08/2019 BODILY INJURY Perperson) $ OWNED X SCHEDULED AUTOS ONLY AUTOS NE BODILY INJURY Per accident $ X AUTOS ONLY X AUOfNOS ONLY PerOacc,L AMAGE $ $ A X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,000 EXCESS LIAB CLAIMS-MADE 4600067381 06/08/2018 06/08/2019 AGGREGATE $ 2,000,000 DED I X I RETENTION$ 10,000 WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN E ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ NIA E.L.EACH ACCIDENT $ anEoMEn 8ER EXCLUDED? ry ) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Additional insured as respects general liability provided when required by written contract. WORK COMP CERTIFICATE TO BE ISSUED DIRECTLY BY THE CARRIER CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Stratford Pools Condominium. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. American Properties Team 500 West Cummings Park Suite 6050 AUTHORIZED REPRESENTATIVE Woburn,MA 01801 ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD r The Commonwealth of Massachusetts Department of Industrial Accidents y Office of Investigations 600 Washington Street i'Boston,MA 02111 www massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): CAPIZZI HOME IMPROVEMENT Address: 1645 NEWTOWN ROAD City/State/Zip: COTUIT MA 02635 Phone#: 508-428-9518 _ Are you an employer?Check the appropriate box: Type of project(required): 1. ✓ I am a employer with 40+ 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 ship and have no employees These sub-contractors have 8. Demolition workingfor me in an capacity. employees and have workers' Y P h' . [No workers'comp.insurance - comp.insurance$ 9. ',Building addition.. required.] 5. We are a corporation and its 10. Electrical repairs or additions , 3. I am a homeowner doing all work officers have exercised their It. 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 r - employees. [No workers' 13. -iOthei �__ 0'/ comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. T 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 isproviding workers'compensation insurance for my employees Below is thepolicy and job site information. . Insurance Company Name: AMGUARD INSURANCE COMPANY Policy#or Self-ins.Lic.#:R2WC863728 Expiration Date:. 12/25/2019 Job Site Address: /off / City/State/Zip: L t PdU1//e t 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 np to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under an penalties of perjury that the information provided above is true and correct Si ture: Date: Phone#- 508-648-0269 r Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 1 t x' Contractor:Capizzi Home Improvement, Inc 1645 Newtown Road,Cotuit, MA 02635 ` Jean Bowden Permit Coordinator permit@capizzihome.com Phone: 508-648-0269 1. Address of the property and a brief description of each building in question: 547 Main Street,Centerville. Address of the detached barn/garage structure we are proposing to do work to which faces Church Hill Road on the side.- The detached barn/outbuilding(size is 1.016 sf according to assessor's database). I am including a better view of this building from the way. The building is a barn with a drive under garage. The age of this structure is unknown It has an asphalt roof,red cedar clapboard and white cedar shingles. The lower level which is the side of the structure faces Church Hill Road Centerville. This walk out basement area has an overhead garage door and entry door(see picture of this view) 2. Owners name, street number,mailing address(email and phone optional). Suellen and Rapin O'Neil , I Pickerel Terrace Wellesley;MA 02482 " 3. List of improvements and additions to Barn/outbuilding. ' • An addition to the existing barn/garage for a carport with•concrete footings. • Replace all asphalt roofing on the existing barn/garage • Replacement of the deck landing and steps with a covered porch on the existing structure Note: details of this are on page 5 of plan . 4. .A list of materials or products to be used.when proposing an additional structure, a partial demolition/replacement or reconstruction. Wood framing materials and decking(pressure treated yellow pine) Railings mill be wood material to code. Red Cedar clapboards and white cedar shingles ' Certainteed Landmark roofing in Moire Black ',t Footings are to be cement and front area slab to be concrete as per existing Attached picture shows view from Church Street and the left side you can see the steps/deck- area we are replacing as shown on page 5 of the plan, W �s#FY4 .te.� �1g� `+.rrw.•..«M�wr..,.a.,rw �'MJ�a',�,. � � t s� 1 '+�� tiffs r ' ! w� a....:i.n+0i`� f""a"".''"• �`ti�' T""""s." •f.i+ yc�3a+� � � .�� oin ay��1. �y I {�' , + l+�'�.d ��`" r�.:.y�yY,S.- yytwS"�py " • �,�i.Mw" .. -, c.._:� 9 '� t■',-B r9�'.� i[QSBfd�sd'G "t - �'.r-+�g.. .. o`O 151'24' PORCH ' �. N. Ar rod J PROP. 00 EX. 15.9'x21.4' N i DWELLING CARPORT 33.37' EX. O OO DECK °0 TANK LP 3 2g co EX. W/F o BUILDING N EX. W/F BUILDING ZONE CVD ZONE RD1 ZONE RC2 SEPTIC FROM ASBUILT 13.00' 71.00' ON FILE AT THE TOWN CHURCH HILL HEALTH DEPARTMENT ROAD BUILDER TO CONFIRM ZONING LINES FROM GIS CER TIFIED PL 0 T PLAN MBLU 207-51 I CERTIFY THAT THE IMPROVEMENTS SHOWN OF 547 MAIN ST. HAVE BEEN LOCATED BY A FIELD SURVEY. ,��,P` Ass90 CENTERWLLE, MA tiG DATE. 3-4-2019 DRAWN: RBS a ROBB �, JOB #: S483 c SYKES SCALE: 1"=30' DWG. CPP No. 35418 ti EASTBOUND LAND SURVEYING, INC. 3-4� OZ1 A ssi�,ST��S ' P.O. BOX 442 ROBB SYKES, RLS. DATE FORESTDALE, MA 02644 508-477-4511 TOWN QF BARNSl Im MAR 28 visiON .' Town of Barnstable Building Post Th+s`Car„d So That rtT+s U+sitleFrom the StreetA . „roved P,IansMust be Reta+ned on�Job and t�h+s CardMust be Kept * �AlTSIt3TA�1.l:. .' >*. '°,�: ,a�..,, a° v:' ;. :ss �"a - :. x - � z. �s�: �."�,E e:%•��'� "s' � Mom: PosteclFUntll F+nalnspection Has BeenMade p `" 4 n g� Where a Certificate;of Occu anc as Re u+red,,;suchBuildm shall Not be Qccu +ed;unt+I a Final.lns ect+o„n has been,made • , erllll� u�u ��_��;.. :yam � �.y ._,� .q, .� � Permit No. B-19-1586 Applicant Name: Thomas Capizzi Approvals Date Issued: 05/13/2019 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: _ 11/13/2019 Foundation: Location: 547 MAIN STREET(CENT.),CENTERVILLE Map/Lot. 207 051 Zoning District: SPLIT Sheathing: Tom' Owner on Record`. ONEILL,SUELLEN TRg Contractor Name CAPIZZI HOME IMPROVEMENT Framing: 1 Address: 33 POND AVE UNIT 607 < �� IN 2 BROOKLINE, MA 02146 - Contractor license 10®740 2 4. Chimney: Description: Replace 8 square of shingles on the Main House NO:change to ,� Esi. Pr Jo ect Cost: $5,000.00 ` Insulation: material or colors Landmark Certainteed Shingles in Black to match Permit Fee:. $35.00 fi color Fee Paid $35.00 Final: Rt Project Review Req: � Date: 5/13/2019 - �... Plumbing/Gas Rough Plumbing: .i fir A` d- Final Plumbing: �- .. ui m icia This permit shall be deemed abandoned and invalid unless the work authorized by is permit is commenced within six months after issuan . All work authorized by this permit shall conform to the approved application and�the approved construction documents;for whict%this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning;by-laws-and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signaturesbythe Building and Fire Officials are providedon this,permit. Minimum of Five Call Inspections Required for All Construction Work: t( SService:. 1.Foundation or Footing '• s Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund (as set forth in MGL c.142A). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT OW L�rjC Final: Town of Barnstable IF) i"iP:'- i MAn i v ttA 200 Main Street, Hyannis MA 02601 508-862-4038`Sk ` Application for Building Permit Application No: B-17-4072 Date Recieved: 11/24/2017 Job Location: 547 MAIN STREET(CENT.),CENTERVILLE =D t-3 Permit For: Building-Siding/Windows/Roof/Doors Contractor's Name: MILLSTREAM CONSTRUCTION, LLC State Lic. No: 181994 Address: 219 NABUC AVE., EAST HARTFORD, CT ' Applicant Phone: (860) 748-3459 06118 (Home)Owner's Name: ONEILL,SUELLEN TR Phone: (781)883-6243 (Home)Owner's Address: 33 POND AVE UNIT 607, BROOKLINE,MA 02146 Work Description: Remove existing shingle roof to roof deck, install ice and water barrier 6' from eaves,9' in valleys and 3' in from rake edges and around penetrations, remaining exposed area of deck to be covered by synthetic underlayment. Install drip edge and starter shingles to entire roof perimeter. Install Owens Corning TruDefinition Duration Series 50 year architectural shingles in Onyx Black color with matching cap shingles. All flashings such as around chimney and vent stacks to be replaced. Total of 9 squares of roofing material. Total Value Of Work To Be Performed:. $4,190.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Chris Gonsalves 11/24/2.017 (860)748-3459 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $4,190.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $35.00 11/24/2017 $35.00 XXXX-XXXX-XXXX £ Credit Card ! 3214 Total Permit Fee Paid: $35.00 Town of.Barnstable s BATIABLB. ,S 200 Main Street, Hyannis MA 02601 508-862-4038. ' 6 Application for Building Permit Application No: TB-17-3489 Date Recieved: 10/9/2017 Job Location: 547 MAIN STREET(CENT.),CENTERVILLE Permit For: Building-Siding/Windows/Roof/Doors Contractor's Name: SOLAR CITY CORPORATION State Lic. No: 168572 Address: 3055 CLEARVIEW WAY, SAN MATEO, CA Applicant Phone: (508) 646-5839 94402 (Home)Owner's Name: ONEILL,SUELLEN TR Phone: (781)883-6243 (Home)Owner's Address: 33 POND AVE UNIT 607, BROOKLINE,MA 02146 Work Description:. Remove I layer of comp.shingles,install new under-layment and comp shingles Size of tear off: 9 squares - Dumpster Size: 10 Yarder . Location: DRIVEWAY, ; g --" Total Value Of Work To Be Performed: $3,080.00 I Structure Size: 0.00 0.00 0.00 CD Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole'proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants.no right to violate the Massachusetts State Building Code or any other,code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for.inspections must be made at least 24 hours in advance. ST RQ Signed: Nathan Tissot 10/9/2017 (508)640-5839. Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $3,080.00 Date Paid Amount Paid € Check#or CC# Pay Type Total Permit Fee: $35.00 10/9/2017 $35.00 XXXX-XXXX-XXXX- Credit Card _5477 Total Permit Fee Paid: $35.00 THISsIS N7OT APERM�.IT k. Town of Barnstable ilia ' V ,q. s g Post This Car."d So That rt is 1hs�ble From the Street Approved Plans Must be Retained on Job and this Card Must be Kept $, y � " Posted Until Final Inspection Iias Been Made q n, Permit °639. Where a Cert�ficate_of a upancy is Required;such Bu�ldmg€shall Not be Occupiedunt�l a Final Inspection hasbeen made �... . , .: k:,.._ . ,,6.:.,.. .. .;.., ,.. ._� __.,....w Permit No. B-17-3490 Applicant Name: Nathan Tissot Approvals Date Issued: 10/18/2017 Current Use: Structure Permit Type: Building-Solar Panel-Residential Expiration Date: 04/18/2018 Foundation: Location: 547 MAIN STREET(CENT.),CENTERVILLE Map/Lot: 207-051 Zoning District: SPLIT Sheathing: Owner on Record: ONEILL,SUELLEN TR Contractor Name: .SOLAR CITY CORPORATION Framing: 1 Address: 33 POND AVE UNIT 607 Contractor License 168572 2 BROOKLINE, MA 02146 tro P �ect Cost: $6,000:00 Chimney: Description: Install solar electric panels on roof of existing$ouse�with any � Permit Fee: $85.00 Insulation: upgrades,when applicable,specified by Designjo be interconnected with home electrical system. JB 0263711 4.225KW dk Fee Paid $85.00 Final: 13 Panels Date : ' 10/18/2017 Project Review Req: i =�� Plumbing/Gas _> Rough Plumbing: Building Official Final Plumbing: h Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six mon r i ths aftessuance. Rough All work authorized b this permit shall conform to the approved a li anon and them roved construction documents for wbch this permit has been ranted. Y P PP _ PP PP P g Final Gas: All construction,alterations and changes of use of any building and structures shall,be in compliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for p., '-i sn pe&i'i' for the entire duration of the work until the completion of the same. V y� Electrical ? - Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided.on this permit. Minimum of Five Call Inspections Required for All Construction Work. m '' Rough: I 1.Foundation or Footing ; _, l 2.Sheathing Inspection ` Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health 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. Final: . "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT i Town of Barnstable b e �REGEIP�T ^-a { t1AkNbTA) B 200 Main.Street, Hyannis MA 02601 508-862-4 38 163 , Y 0K . Application for Building Permit ' Application No: TB-17-3490 Date Recieved; 10/9/2017 70 _ -- Job Location: 547 MAIN STREET(CENT.),CENTERVILLE a Permit For: Building-Solar Panel-Residential w M Contractor's Name: SOLAR CITY CORPORATION State Lic. No: 168572 Address: 3055 CLEARVIEW WAY, SAN MATEO, CA Applicant Phone: (508)640-5839 94402 (Home)Owner's Name: ONEILL,SUELLEN TR Phone: (781)883-6243 (Home)Owner's Address: 33 POND AVE UNIT 607, BROOKLINE,MA 02146 Work Description: Install solar electric panels on roof of existing house with any upgrades,when applicable,specified by Design; To be interconnected with home electrical system. JB-0263711 4.225KW 13 Panels Total Value Of Work To Be Performed: $6,000.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker.before. he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). - - I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Nathan Tissot 10/9/2017 (508)640-13" Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $6,QQQ,QQ. Date Paid € Amount Paid Check#or CC# Pay Type Total Permit Fee: $85.00 10/9/2017 _$35 oo �t�c XXXX-)OM Credit Card ... _ 5477 .,.. , _. ._,� .• .M ,w w.-..47 Total Permit Fee Paid: $85.00 10/9/2017 ( $50.00 1 XXXX-XXXX-XXXX Credit Card 1 5477 .,, .,,,syae;,;�a..- �b%:�i ,�...., ✓F.,,.,,:ate' ,�`,�H,,,. � �. �zz, � Date: January 10th, 2018 To: Barnstable Building Department �(�o From: Tesla Energy dba SolarCity Corporation ✓ �A RE: 547 Main St(Hyannis) BP: B-17-3490 System Size: 13 Panels @ 4.225 kW Revised Size: 15 Panels @ 4.875.kW Our Job No.: JB-0263711 Note: ° Attached are the revised plans &calcs for our solar i.nstallation located at 547 Main St. Since the permit issued, two (2) panels has been added, and the location of the array has changed. We would greatly appreciate the revised plans be added as a modification to our permits. System Size: 15 modules @ 4.875 kw-DC. Please contact me directly with any questions/concerns. Nathan Tissot Permit Coordinator Direct Line: (508) 640-5389 ntissot@tesla.com . r Version#71.3-TBD January 9,2018 RE: CERTIFICATION LETTER Of Project/Job#0263711 Project Address: O'Neill Residence VAUAAMA• 547 Main St "REDW Jt. Barnstable,MA 02632 _ 3 fft 5OW c, AHJ Barnstable Town/City - SC Office South Shore Design Criteria: Ilk -Applicable Codes=MA Res.Code,8th Edition/IEBC,ASCE 7-05,and 2005 NDS -Risk Category=II -Wind Speed=110 mph,Exposure Category C,Partially/Fully Enclosed Method ` -Ground Snow Load=30 psf -MP1A:4x6 @ 57"OC,Roof DL=13.5 psf,Roof LUSL=21 psf(Non-PV),Roof LUSL=12.3 psf(PV) -MP1 B:4x6 @ 57"OC,Roof DL=13.5 psf,Roof LUSL=21 psf(Non-PV),Roof LUSL=12.3 psf(PV) -MP6A:2x10 @ 16"OC,Roof DL=15 psf,Roof LUSL=21 psf(Non-PV),Roof LUSL=21 psf(PV) -MP6B:4x4 @ 26"OC,Roof DL=13.5 psf,Roof LUSL=21 psf(Non-PV),Roof LUSL=21 psf(PV) Note: Per IBC 1613.1; Seismic check is not required because Ss=0.19069<0.4g and Seismic Design Category(SDC)=B<D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from Tesla. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation,I certify that the alteration to the existing structure by installation of the PV system meets the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally,I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all re fquirements set forth by the referenced codes for loading. The PV assembly hardware specifications are contained in the plans/docs submitted for approval. Digitally signed William A. Eldredge, PE Professional Engineer by William T: 888.765.2489 x58636 Eldredge email: weldredge@tesla.com Date: 2018.01 .09. 1.9:49:16 -05'00' T Tesla,Inc. 1 = 5 L- R 3055 Cleaivieev'-,Vay.Sar,1Sa?eo.CA.94402 p 650 638 10126 f 650 638 1029 Version#71.3-TBD HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-_Landsca e,Modules'StandoffSpecifications,, Hardware X-X Spacing X-X Cantilever. Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1A 57" 24" 41" NA Staggered 65.7% MP1B 57" 24" 41" NA Staggered 65.7% MP6A 64" 24" 41" NA Staggered 66.9% MP613 52" 24" 41" NA Staggered 54.3% Portrait Hardware-Portrait Modules'Standoff S ecifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1A 0 62" NA Staggered MP1 B 0 62" NA Staggered MP6A 48" 191, 62" NA Staggered 75.8% MP613 52" 19" 62" NA Staggered 82.1% l Structure Mounting Plane Framing ,: Qualification.Results Type Spacing Pitch Member Evaluation Results MP1A Finished Attic 57"O.C. 35' Member Impact Check OK M131 B Finished Attic 57"O.C. 35' Member Impact Check OK MP6A Vaulted Ceiling 16"O.C. 21' Member Analysis OK MP66 Vaulted Ceiling 26"O.C. 21° Member Analysis OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IEBC and the IBC. Tesla,Inc. T =. 5 L n 3055 Uoarview Way,S2^Nat30 CA" 94402 p 650 638 1028 f 650 638 102b i STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1A Member Properties Summary M P1 A Horizontal Member Spans Rafter Properties Overhang 0.66 ft Actual W 4.00" Roof System Properties .. Span�1, „x 1339 ft�' J tActual Dµ, �-6.00 m Number of Spans w/o Overhang) 1 Span 2 Nominal No Roofing Material ° Comp Roof ,:," Span 3 ?." ,1 , A(in"2)1 '" _24.00 p, Re-Roof No San 4 Sx in.13 24.00 PI ood Sheathing t q� Nod;.. . San 5 4 '1�U 4 , Ix in^4 V V '�"1 72.00' Board Sheathing Solid-Sheathing Total Rake Span 17.64 ft TL Defl'n Limit 120 Vaulted Ceiling -'.Yes,'" fRtl .. PV'1 Start , ', 2;25 ft= r, Wood Species V SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 5.17 ft Wood Grade #2 Rafter Slope "" .'35°, a PV:2 Start "8:00 ft `° Fb(psi), =` 875" Rafter Spacing 57"O.C. PV 2 End 13.75 ft Fv(psi) 135 Top Lat Bracing "` "1 Full' _ I PV.3 Start , "_` "A E(psi) 11,400,000 ,' Bot Lat Bracing Full PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 9/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.22 16.5 psf 16.5 psf PV Dead Load = d ,PV-DC �.: � 3.0 psf: ,� "�;x 1.22 . 2 a. :� x 3.7:psf p, g a Roof Live Load RLL 20.0 psf x 0.78 15.5 psf <LLISL�'Z 30:0 psf •x 0.7 1 x 0 4� " #` 21:0 psf YE F 12.3 psf Live/Snow Load . _ .�„ Total Load(Governing LC TL 37.5 psf 32.4 psf Notes: 1. ps=Cs`pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-21 2. pf=0.7(Ce)(Ct)(IS)pg; Ce 0.9,Ct=1.1,IS 1.0 Member Analysis Results Summary GoverningAnalysis Pre-PV Load s Post-PV Net Im act Result Gravibf Loading Check 37.5 32.4 -13% Pass J ZEP HARD.WARE,DESIGN CALCULATIONS7M.P11 Mounting Plane Information Roofing Material Comp Roof s Roof Slope 35' Framing Type/Direction _— _ — Y-Y Rafters PV System Type SolarCity SleekMountTM --- Zep Sys�'temgType __ s ZS-Comp -- - Standoff Attachment Hardware Comp Mount SRV S amm� Vents No Wind Design Criteria Design Code IBC 2009 ASCE 7-05 Wind Design1Method Partially/Fully Enclosed od Meth _ Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category - C Section 6.5.6.3 _ ._ _ ,. Roof Style Gable Roof Fig.6-11 B/C/D-14A/B Mean Roof Height :: h g. .25 ft ti Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 p - CO;- Section t Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance'Faotor ,` t 7— ;1> 77 a fie.. tt : .1.0, ,,Table 6-1. Velocity Pressure qh qh=0.00256(Kz)(Kzt)(Kd)(V"2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GCp(Up) -0.95 Fig.6-11 B/C/D-1 4A/B Ext. Pressure Coefficient(Down)' 7 GCp(Down) -0 88" 7,° `, Fig16-11B/C/D-14A/B Design Wind Pressure p p=qh (GCp) Equation 6-22 Wind Pressure Up p„ -23.7 psf Wind Pressure Down down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 57" 41" Max Allowable Cantilever =Landscape 24'' Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 16 sf PV Assembly Dead Load . W-PV 3.0 psf Net Wind Uplift at Standoff T-actuate- 360�1bs Uplift Capacity of Standoff T-allow 548 Ibs Standoff.Demand/Ca acit . DCR I 65.7% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 0 62" Max Allowable Cantilever Portrait _ -- DNA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 0 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff rt. T-actual• O Ibs Uplift Capacity of Standoff T-allow 548 Ibs Standoff Demand/Capacity DCR 0.0%. f STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK -MP1B Member Properties Summary M P1 B Horizontal Member Spans Rafter Properties Overhang 0.66 ft Actual W 4.00" Roof System Properties >., Span 13.80 ft ,;Actual'D •6:00 Number of Spans w/o Overhang) 1 Span 2 Nominal No Roofing Material Comp Roof ` Span 3 _ A(in"2) 24.00 _ Re-Roof No San 4 Sx(in."3 24.00 Plywood Sheathing -# ;!Noy sA S p an 5Jk E,4, ,1,2, A Ix in"4 T_ 72.00U Board Sheathing Solid-Sheathing Total Rake Span 17.65.ft TL Defl'n Limit 120 Vaulted Ceiling Yes' PV 1 Start °: 5.08 ft ' :WWood Species__ SPF_. Ceiling Finish 1/2"Gypsum Board PV 1 End 13.75 ft Wood Grade #2 Rafter Sloe 135'9. �� .w APV,2 Start: :. �Fb si .' Z. 875 Rafter Spacing 57"O.C. PV 2 End Fv(psi) 135 Top Lat Bracing _ -Full -PV 3 Start` YY rE(psi).- Y_ 1,400,000 Bot Lat Bracing Full PV 3 End E-min si 510,000 Member Loading Summary Roof Pitch 9/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.22 16.5 psf 16.5 psf PV Dead Load PV-DL 3.0 psf .. z r x 1:22 . . Hg °K 3.7psf .- ;;. Roof Live Load RILL 20.0 psf x 0.78 15.5 psf Live/Snow1oad d 17 `�'LDSL'Z V 30.0 psf ' '' "z 0:7 l k0.41 21.0'psf s m `12:3 psf Total Load(GoverningLC TL 37.5 sf 32.4 sf Notes: 1. ps=Cs`pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(C0(IS)pg; Ce 0.9,Ct=1.1,IS=1.0 Member Analysis Results Summary _ Governing Analysis Pre-PV Load s Post-PV' Net Impact Result Gravity Loading Check 37.5 32.4 -13% Pass 1 ' ZEP HARDWARE_DE$IGN_CALCULATIONS�ME B Mounting Plane Information Roofing` Material_. y m .-- Comp':Roof Roof Slope 35° Framing jypeL Direction Y Y = ,4 . t» • _ I, _- Rafters , PV System Type SolarCity SleekMountTM Zep S_ystem_Type ZS Comp Standoff Attachment Hardware Comp Mount SRV Spanning Vents: r� ae a =` _' 4�_ � : No Wind Design Criteria Design Code IBC 2009 ASCE 7-05 Wind Design Method ._ a ; Partially/Fully Enclosed Method Basic Wind Speed V 110 mph Fig. 6-1 Exp_osu a Category C Section 6.5:6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B _ 25.f Section 6,2h9MeantRoof Height ,t ; . _ o-, � Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor - ?' K _ + .1.00 -Ij - Section 6.57_1 - Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor n1 P: I„, a. s ,.t 10 Table 6-1 ,. Velocity Pressure qh qh=0.00256(Kz)(Kzt)(Kd)(VA 2)(1) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GCp(Up) -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down- GCp(Down) ", 0.88 Fig.6-11B/C/D-14AIB Design Wind Pressure p p=qh (GCp) Equation 6-22 Wind Pressure Up p„ -23.7 psf Wind Pressure Down p down 21.8 psf ALLO AW BLE STANDOFF SPACINGS - X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 57" 41" Max Allowable Cantileve ' =Landsc r ape„ NAB-J Standoff Configuration Landscape Staggered Max Standoff_Tributa Area z Trib. � W �.16 sf x —ry - -- - a -- - - PV Assembly Dead Load W-PV 3 0 psf Net Wind Uplift at Standoff: .. T-actual 3601bs Uplift Capacity of Standoff T-allow 5481 bs Standoff Demand/Ca acitDCR~ 65�7%'` X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 0 62" Max Allowable Cantilever Portrait NA Standoff Confi uration Portrait Staggered Max Standoff Tributary`Area `' Tnb J 0 sf PV Assembly Dead Load W-PV 3.0 psf Net Wmd Uplift of Standoffs T—actual 0`Ibs, Uplift Capacity of Standoff T-allow 548 Ibs Stand Demand/Ca acit" ., °'DCRDCRn 0.0% r I STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP6A Member Properties Summary M P6A Horizontal Member Spans Rafter Properties Overhang 0.66 ft Actual W 1.50" Roof System Properties "'Span 1 :x"' 6.75 W` Actual D 9.25" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material _ - -'Comp Roof 'Span"3 "" A(in"2) "" 13.88 Re-Roof No San 4 Sx in."3 21.39 Plywood SheathingNo ..: . ...,S an`5 Mom„ ,. -& in"4 98.93 Board Sheathing Solid-Sheathing Total Rake Span 7.94 ft TL Defl'n Limit 180 Vaulted`Ceilin Yes '- PV 1 Start "" `" 1.25 ft'� ' Wood Species- SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 5.58 ft Wood Grade #2 Rafter Sloe 210 `` PV 2 Start *' F.b(psi) 875 Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 Top Lat Bracing "" _ Full '"':" PV 3 Start E(psi) 1,400,000 Bot Lat Bracing Full PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 5/12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 15.0 psf x 1.07 16.1 psf 16.1 psf PV Dead Load PV-DL 3.0 psf x 1.07 ,. 3.2 p sf Roof Live Load RLL 20.0 psf x 0.98 19.5 psf Live/Snow Load LL/SL''2 30.0 sf x 0.7,rl x 0:7, 21 0 sf 21.0 sf, P P P , Total Load(Governing LC TL 37.1 psf 40.3 psf Notes: 1. ps=Cs'pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2) 2.pf=0.7(Ce)(Ct)(IS)p9; Ce 0.9,Ct=1.1,IS 1.0 Member Analysis Results Summary Governing Analysis Max Moment @ Location Capacity DCR - Result + Bending Stress(psi) 166.4 4.0 ft 1,272.9 13% Pass 1 4 ZEP_HARDWARE DESIGN CALCULATIONS-MP6A Mounting Plane,Information Com ,Roof a r ro« # RoofingMaterial Comp ,Roof Slope , 21° framing Type/Direction; _ Y-Y Rafters PV System Type SolarCity SleekMountTM -- Ze'p System Type ----- ZS Comp Standoff Attachment Hardware Comp Mount SRV 8 anning_Vents M, - No Wind Design Criteria Design Code IBC 2009 ASCE 7-05 Wind Design Method , n Partially/Fully_Enclosed Method Basic Wind Speed V 110 mph Fig. 6-1 — �-® Exposure'Category=h° � �5- ,°� n� X Section 6.5.6.3 w C < Roof Style Gable Roof Fig.6-11 B/C/D-14A/B Mean Roof Hei ht` . :, hY .. .�. ,. 25 1: Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 ---S ---i6 T— Topographic Factor K 1.00 Section 6.5:7' Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1:0= Table 6-1 Velocity Pressure qh qh=0.00256(Kz)(Kzt)(Kd)(VA 2)(1) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GCp((Up) -0.88 Fig.6-11B/C/D-14A/B Ext:Pressure Coefficient Down ''�-- GCp(Down) x 'S 0.45 4 Fig.6-118/C/D-14A/B Desi n Wind Pressure p p=qh (GCp) Equation 6-22 Wind Pressure Up Rum -21.8 psf Wind Pressure Down P(downi 11.2 psf LLOWABLE�STANDOFF SPACINGS - X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 41" Max Allowable Cantilever Landscape - 24'T NA Standoff Configuration Landscape Staggered Max Stan dofffTrib_utar Area:, Trib 18 sf _ PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual. x. n. a -366 lbs Uplift Capacity of Standoff T-allow 548 Ibs Stand ff Demand/Ca acit -v ` - -__�._. - � - r. ;E: DCR � . 77, 777 777 66.9%7., . _{ 7 X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48 62" Max Allowable Cantilever rPortrait , ;, 19' '�' M DIVA Standoff Configuration Portrait Staggered Max Standoff Tribtatary'Area" Tnb -t, 21jsf _ s PV Assembly Dead Load W-PV 3.0 psf Net Wind 11P lift at Standoff` T-actual" -416 Ibs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Ca acit DCR 758% L$TRUCTURE ANALYSIS_- LOADING SUMMARY AND MEMBER CHECK - MP6B Member Properties Summary M P6B Horizontal Member Spans Rafter Properties Overhang 0.66 ft Actual W 3.50" Roof System Properties Span 1 6.75 ft m, Actual D 3.50T' . Number of Spans w/o Overhang) 1 Span 2 Nominal Yes RoofingMaterial Comp Roof. .',Span 3 ,, {in'2 } 12.25r P P_ �.� A ) Re-Roof No San 4 Sx(in.A3 7.15 Plywood Sheathing .. No 4 A0,Span 5 u,4 a .4r 20 3V PiAx(in A4 ' '12.511` If 3' Board Sheathing Solid-Sheathing Total Rake Span 7.94 ft TL Defl'n Limit 180 Vaulted Ceiling Yes "TPV,VStart. `"a " `` 1�25 ft-' .k Wood S ecies' SPFh Ceiling Finish 1/2"Gypsum Board PV 1 End 5.58 ft Wood Grade #2 Rafter Sloe T 21 'PV 2 Start - m Fb(psi) 875 Rafter Spacing 26"O.C. PV 2 End Fv(psi) 135 Top Lat Bracing Full PV 3 Start E' si ` 1,400,000 = Bot Lat Bracing Full PV 3 End E-min (psi) 510,000 Member Loading Summary Roof Pitch 5112 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.07 14.5 psf 14.5 psf PV Dead Load" PV-DL 3.0 psf`- x J.07.3 3:2 psf ; Roof Live Load RLL 20.0 psf x 0.98 19.5 psf Live/Snow Load ; YLL/SL',, , - 30.0 psf a r x 0.7, 1 x 0.7, 21 0,psf� 21 0 psf, Total Load(Governing LC TL 35.5 psf 38.7 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(C.)(Ct)(IS)pg; Ce 0.9,Ct=1.1,IS 1.0 Member Analysis Results,Summary Governing Analysis Max Moment @ Location Capacity DCR Result + Bending Stress(psi) 776.6 4.0 ft 1,509.4 51% Pass ZEP HARDWARE_DESIGN CALCULATIONS- MP6B Mounting Plane Information Roofing: Material _ :Comp Roof. W5 Roof Slope 21° Framing Type/,Direction r Y-Y Rafters PV System Type SolarCity SleekMountIm Z P SYs� tTYPe , ° :ZS:Comp, « Standoff Attachment Hardware Comp Mount SRV . -No Spanning Vents — " Wind Design Criteria Design Code IBC 2009 ASCE 7-05 Wind'Desi n Method Partial) /Full Enclosed Method Basic Wind Speed V 110 mph Fig.6-1 E osure Cate o ,. Sectio .-.- - C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B MeantRoofHei ht� i.z., - -1 * ,. 1,4 h -..,1 .. 25 ft., ection 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 TopographicFactor " . _ K� =_ 1 00 -_- _ Section 6.5.7 t Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance Factor,41 = I: ,h �.� 1:0, ,, �. Table 6-1, Velocity Pressure qh qh=0.00256(Kz)(Kzt)(Kd)(VA 2)(1) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GCp(Up) -0.88 Fig.6-11B/C/D-14A/B Ezt.'Pressure"Coefficient Down GCp"(Down) 4 6 ,wih z�0.45, g„ Fig.6-11B/C/D-14A/B Design Wind Pressure p p=qh (GCp) Equation 6-22 Wind Pressure Up p„ -21.8 psf Wind Pressure Down down 11.2 psf ALLOWABLE-STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 52" 41" Max Allowable Cantilever Landscapes 24'` DNA Standoff Confi uration Landscape Staggered Max Standoff Tributary Area Lw$ ' ° ' � x :. J ,. - _ x Tnb 15 sf .: PV Assembly Dead Load W-PV �3.0 psf Net Wind;Uplift at Standoff; _ T-actual 298'Ibs Uplift Capacity of Standoff T-allow 548 Ibs Standoff.Demand/Ca acit DCR, M.. 54.3O/ X-Direction Y-Direction Max Allowable Standoff.Spacing Portrait 52" 62" Max_ax Alloable Cantile_ver'' ' ' Poitraif ;ry Standoff fig i uration Portrait Staggered Max Standoff_�Tributary.Area _ Trib �_ 22 sf PV Assembly Dead Load W-PV 3.0 psf et Wind Uplift at Standoff 1 x 1 T actual4501bs� Uplift Capacity of Standoff T-allow 548 Ibs Standoff De and/Ca acit DCR - 82.1%:." ®� Sly fig r ram, Town of Barnstable *Permit 0 Expir 6 months fi ue date Regulatory Services Fe • BARNSTABLK « v� ass. Richard V.Scali,Director i639. IT Building Division . Tom Perry,CBO,Building Commissioner 200 Main Street,Hyannis,MA 02601 SEP 2 2014 www.town.barnstable.ma.us Office: 508-862-4038 7k � EXPRESS PERMIT APPLICATION - RESIDENTTQ � L Not Valid without Red X-Press Imprint Map/parcel Number .a7 0 O Property Address jW yof"f/,�l residential Value of Work$ ,�-O�j,(I� Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address�/�. ��i k On E=iy //�0 Contractor's Name ,��jy�cfit�{ e1— Gu c ew evf1:! - Lv. Telephone Number .1�jd_S7 ya is— �J'700 /^b Home Improvement Contractor License#(if applicable) `ate yam Email: Construction Supervisor's License#(if applicable) C S 0700 $6 ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner [-)`have Worker's Compensation Insurance Insurance Company Name Workman's Comp. Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windo s/doors/sliders.U-Value (maximum.35)#of windows � �lr�Ct'' !✓�( ®�✓ .F'c7olVT [�a2CfF #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 must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is required. SIGNATURE:. Gy Q:\WPFILESTORMS\ uildmg permit forms\EXPRESS.doc Revised 061313 Yhe CommarnfwaI&o,f Massachuseffs 1-71 'epurtnrent a,f hu&s1rkd,4ccideuts- QKwe-of fimes6gadons 600 WashirigtQnStreet Boston,. 02-UI wn-w masmgoTMia QrkEi-s' Compensafi€anInsurancs A_ffidavit:Bixilders/Contra.ctors/Elechicians[Kumbers AppEcant lufarmation Please Priat Legibly Name( �1O>•�tti�afioultndividuaq_ f-'��7.4L-�� C-�/G G�i��/:�6, Address.- P-0 Zd X t 1 4 d - Gity/Sta1!1Zip- C,5 rG 12V GCS= 4 2�53-Phone S G'` c $'—. c(qo,p tyre you an eiuployer?Check the apgr pn to bt Type of gxoiect(rtquu-ed}: e 4. [ I=a oeal contmctar and 1 1.El 1 am a .player with � 6_ ❑New employees(full and/or part-time)* have hirrod th-e sub contl cfors. 2_El asn a sore pmpr etor orparfner- lis-fed on the attached sheet 7_ ❑Rrmadeling ship and have nn employees sul c--ntrxctors have g_ ❑Demolitica wcr3an mein an• c c_i r_ emplca yeses and have woA-ers' Y � t3 9_ ❑Building addition !7Vo arorl ers' comp_rn¢at,�„ce cc _insurance I r e; i C i 5_❑ ,e are a corlsoration and its 1{3_❑Electrical rr ;rs or additions of r`c hates exercised their II-❑Plambin airs of additions 3`.❑ Lam a homc�-�nez doing all tvorl: g� nr_ £ o tvorlmn, rght.of e3'=ptiouper MGL � comp- 12_❑- �of repaiis c 152_ , l 2n p-no ix�cttrsasare fIX1IltS8d_J� �1 �and we 1�_❑O�Iet" I��G-�" employees_[No workers' romp_instaaam required.j 1Any sppldcrat thxt Ched'zs box-,I=st slso fM o'u£the Secdva below s-% ,F ihea wo-Ers,comae icn:;oa pRlkF 9 gumwauers ergo s D T—,,t this sMd%V ff m&cltn—_tn2y are sziag:U nark Eo.tbta hire outside rontzacmrs umst saba�it a �a�d�>it��Pilch tCtF t mCrurS fa-t ch—CA this bcx must ati achad aA addlitan%I shei"t th?name_caf&e suk-omk-3�xr d StrtP` bpatiC{t?E2tot tIM&Z have amphrye�_ If tha.snb-contmctam bye mpIoyeu,thty musi pm-nae tip work--s'comp-policy a=bez a air srrtg Loy r-fhatisgrasridirrg rvori;Frs'c o P Te tisrlivtt iruttrar€cs far r>tdr ewpLoye . Reton is thep ECY and job site infarmation- Insurance GompamfName: 1 Icy or Self Lim (lei—fG Expiration Lute: QZf 4 l :- Job Sites A-ddress:_.5�Y- ' 01,iri.yT Cib,,'StatL-rz p: W 4 Attadx a copy of the-workers'compensation policy dtdarstioaq Babe(showing the policy it-amber zad expiration dxte). Failure to Se=e cap eLage as requiredundue Sectioa 25 k of-MGL c 152 can lead to the unpositioa ofcrimifial peng ies of a fine up to$1,50G.00 andlor one-y ear imluivonment as weU as civil peaalfies in$ie foxy of a STOP WORK ORDER-and a fine of up.to$250-0-0 a-day against the:violator_ Be advised that a c4Ty of this statement maybe forwarded to the Office of lm-estig ttons of Vae DIA for fiLR ,ce coverage veriEcatiou- I da hereby eerti under thspmn andpenaUTss ofpnfxry:that the information prewidgd a&n e Es b-us and correct Simatum: ' Bate: J t3,f TriuL use an Ty. Ell trot writg in fh&Area,:a be cuA7.pieted by or town of5'ciaL City or"Town: Pern]Rff icen_se iv m Essuing Authority{circle oney- 1.Board.of Health 2.Budding Department I CityfFo-?m Clerk 4.Electrical bispertor S.Plumbing Inspector .6.Other Ctzsz�cr Femon: Phone 9: 6 Information and Instructions Massachusetts Gene-ral Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto this stat►itte, an emplayee 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 - dwellin house of another who employs ersons to do maintenance construction or repair work on.such dwelling house g gP _ P or on the grounds or building appur tenant:hereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also omits that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to opera.te a business or to construct buildings in the commonwealth;or an.y applicant who has not produced acceptable evidence of compliance orlF_h the insurance.coverage required." Additionally,MGL chapter 152, §25C(7)sta-tes"Neither the corn monwea h rior any of its political s.ibdiv-,sions sh?-)1 enter into any contract for the per-iormanoe of public work until acceptable evidence of compli.a_:oce v i�h the in_sua2nce requirements of this chapter have been presented to the contracting autbority Applicants — Please,ill out the workers' compensation affidavit completely,by checking the boxes that apply to your situa on and,if necessary,supply sub-coatractor(s)nLn=(s), address(es)and phone n _be,-(s)along with then cerb:nc`e(s) of insurance. Limited Liability Companies(LLC) or Limited Liability Pai-bat hips(I.LP)vrrithno employees ocher-�aa3 the members or partners,are not to carry workers' compensation ns?range_ If zn LLC or LLP does have employees, a policy is required. De advised that this affidavit may be S.:buaift d fo the Deparu-__ent of indu_lmial Accidents for confirmation o insLaancP coverage. AIso be sure to sign an.d date the aiE5d2- t. 'Ilic aZdav�t sho mid 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 gave any questions regarding time law or if you are required to obt ii a workers' compensation policy,please call Department at time number listed below- :)eir.insured companies sa.c ld enter tie r self-insurance license number on the appropriate at City or Town Officials Please be sure that toe al,idavit is complete and printed legibly. The Depar;n ent has proFZded a space at the bottom of the affidavit for you to n71 outm, tHe event the Office of Investigations has to contact you regarding L applicant Please be sure to fill in the permit/hictnst number which will be used as a refs,-ence number. In add tion,an ap, plicant that must submit multiple permii/i?cense applications in any given year,need only submit one af-adavit mdlcanng cu rent policy information (if necessary) and ur_der"Job Site Address"the applicant should v,rrite"all locations in _(city or town)."A copy of the affidavit tlai has b-n officially stamped or marked�by tie city or town may be pro��ided to ire applicant as proof that a valid affidrvit is oa file for future permits or Lcenses- A new affidavit mast be;filled out each year_Where a home owner or citizen is obtain fig a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NTOT required to complete this affidal t. The Office of Investigations would Nice to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a c`I The Department's address,telephone and fax number: Tbh;�-. Eonmamyffan of lvsassacausf--- Dl� artamt cif InAastdal;A Qc clr=�is OffiQe of luyesti t;iaali 600 Washzngtaa Stxt t Ttl,4 6177217-49-Q0 W 406 or 1-M-N-Lk�SAFE Revised 4-24-07 Fax 617-27- 1491 7,,- w �.Taass-gov a Rightfax N2-1 3/17/2014 8: 17 : 57 AM PAGE 2/002 Fax Server DATE(MM/DD/YYYY) (CERTIFICATE OF LIABILITY INSURANCE T. IFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.OWJ THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. IS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER{S),AUTHORIZEd REPRESENTATIVE 'P O UCE T E C T FIC E O DE . IMPORTANT:If the certlficate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require and endorsement. A statement on this certificate does not certiflcate holder In lieu of such endorsements. confer rights to the PRODUCER CONTACT NAME: MURRAY&MACDONALD INS PHONE FAX 550 MACARTHUR BLVD (A/C,No,Ext): (A/C,No): BOURNE,MA 02532 E-MAIL ADDRESS: 75NHN INSURER(S)AFFORDING COVERAGE NAIC 11 INSURED INSURER A: HARTFORD UNDERWRITERS INSURANCE COMPANY KENDALL&WELCH CONSTRUCTION INC INSURER B: INSURER C: PO BOX 490 INSURER D: OSTERVILLE,MA 02655 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 MAYBE 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. WSR ADD SUB - POLICY EFF DATE POLICY EXP DATE LTR TYPE OF INSURANCE L R POLICY NUMBER (MM\DD\YYYY) (MMDD\YYYY) LIMITS GENERAL LIABILITY ACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY CLAIMS MADE 1:1 OCCUR. DAMAGE TO RENTED $ PREMISES(Ea occurrence) ED EXP(Anyone person) $ rGENVL AGGREGATE LIMIT APPLIES PER: PERSONAL&ADV INJURY $ ENERAL AGGREGATE $ POLICY PROJECT LOC PRODUCTS-COMP/OP AGG $ AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE $ LIMIT(Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULE AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ A WORKER'S COMPENSATION AND WC STATUTORY OTHER . EMPLOYER'S LIABILITY Y/N UB-5033P435-14 02/06/2014 02/06/2015 X LIMITS ANY PROPERITOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N/A El E.L.EACH ACCIDENT $ 500,000 (Mandatory It yes,describe under In E.L.DISEASE-EA EMPLOYEE $ 500,000 nd DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERA'nONS/LOCATIONS/VEHICLES/RESTRICTIONS/SPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE, CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 200 MAIN ST BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS'/, AUTHORIZED REPRESENTATIVE HYANNIS,MA 02601 ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 1988-2010 ACORD CORPbfA fits reserved. THE ro Town of Barnstable Regulatory Services �H" MASS. Richard V.Scali,Director i639' " Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 mm.town.b arnstable.ma.us Office: 508-862-4038 n Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, i+ R/171 j5; 0S�`'��7-r�il/V 0 , as Owner of the subject property hereby authorize t�: iVDAZ 4 4,�6Ze-y-J �o BSI,Ca to act on my behalf, in all matters relative to work authorized by this building permit application for. (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. ign e of er nature of Applicant Print Name Pnnt Name ate r a QTORMS:O WNERPERMISSIONPOOLS Town of Barnstable Regulatory Services ��oF TOiyy Richard V.Scali,Director ' Building Division t - RRxsz'asrE ' Tom Perry,Building Commissioner '$ z53� 200 Main Street, Hyannis,MA 02601 .DEED µA,t A www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: - number suet village "HOMEOWI�IER": 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 ,, Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is infended 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 persons)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. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 061313 �+ Massachusetts-Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-070086 DAMON L KENDOL ; 48 KOMPASS DR= ;, s FALMOUTH Male 02536< Expiration Commissioner 11/21/2014 Office of Consumer Affairs and Business Regulation 10 Park.Plaza Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration F ac r Registration: 128405 / J Type: Partnership' r, w Expiration: 4/5/2015 Tr# 240091 KENDALL & WELCH CONSTRUCTION DAMON KENDALL t P.O. BOX 490 OSTERVILLE, MA 02655 s 7 Update Address and return card.Mark reason for change. sCA 1 0 20M-05/11 Address Renewal Employment n Lost Card Office of Consumer Affairs&Business Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration 128405 Type: Office.of Consumer Affairs and Business Regulation .`Expiration 4/.5%2015-a Partnership '10 Park Plaza-Suite 5170 rlR _` / Boston,MA 02116 KENDALL&WELCH CONST�RUCTj ION "UN ff DAMON KENDALL " { 1, 54 KOMPASS DR. FALMOUTH,MA 02536 �A`� Undersecretary Not valid without signature W, ess�is Office(1st floor) Map ao / Parcel 0 1 rmit# Conservation Office(4th floor)(8:30-9:30/1:00- 2:00) gf'DYAID1ate Issued Board of Health(3rd floor)(8:15-9:30/1:00-4:45) /�'��`/�' ia9t, /�! � Iro Engineering Dept.(3rd floor) House# ,� SEPTIC SYS ' BE -- '19 BISTALLE IN Ic WITH TITLE 5 COY TOWN OF BARNSTA ONIVIE L c !�t-7 �jBuilding-Permit Application Project. = ddress - / �"l' �' VillagC C�M,�U V t lk 3 1i ^' c�W► � Owner �C /✓e _ / �-y Address Telephone C Permit Request �� t G rdll , '�lo e lo ©v� a e rQ I s o r First Floor 1050 square feet Second Floor square feet Estimated Project Cost $ fvr �D Zoning District Flood Plain Water Protection Lot Size Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use Proposed Use Construction Type CAR F0Lkfd6+Tt bnJ W aT b PRAft Commercial Residential Dwelling Type: Single Family v Two Family Multi-Family Age of Existing StructureA Basement Type: Finished Historic House Unfinished Old King's Highway Number of Baths No.of Bedrooms 7 re-e— Total Room Count(not including baths) First Floor �. Heat Type and Fuel Central Air Fireplaces &71- Garage: Detached Other Detached Structures: Pool Attached Barn None Sheds Other Builder Information 7 C C Name 5�e-r / "l 1 �`✓ &d Telephone Number 17/ 1- J Address 33 S",,iot License# -S 0 0 ®�h'r V A Home Improvement Contractor# ©� Worker's Compensation#d✓C-!O 000a511 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION D RIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO L1low- bleIl1L SIGNATURE DATE BUILDING PERMIT DENIED FOR THE F LOWING REASON(S) FOR OFFICIAL USE ONLY `"ERMIT NO. - - — . Y DATE ISSUED - t MAP/PARCEL NO. ' , ADDRESS - - — VILLAGE OWNER �- ..� • �' S t' y 1 � � �, • - s � - _ -,. •` DATE OF INSPECTION: 17 FOUNDATION FRAME INSULATION I —, FIREPLACE ,` � 4 � ' 1 • ' e M - � F , ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH ; . ! FINAL GAS: ROU H.-* -- FINAL FINAL BUILDING �QJ�✓ ®/��/% p� = e t =t ! ''' �",��.. F"4 .. # .( } ''F • i a. _ �. c: fit.:.- t / 4 � ' r- - T � • DATE CLOSED OUT ASSOCIATION PLAN NO.. r r `OF,HE 10j,�• The Town of Barnstable O� BAR E.MASS. • Department of Health Safety and Environmental Services MASS. s67q. �0 "fEo 39. Building Division 367 Main Street,Hyannis, MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection T 1::�W Location �j \14 -C y t Ll t Permit Number ' Z-Z Z- g Owner \J\( , , k- FLN C)'�' Builder �� `KX m-'LD C One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: 2 0 Fi-aa 12 Please call: 508-790-6227 for reeinspection. Inspected by , tea lS Date C� `oFTNE'°� The Town of Barnstable BARNSTABLE.g Department of Health Safety and Environmental Services MASS. t63q' �0 Building Division 367 Main Street,Hyannis, MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection a�A P � `- Location S 4"�' U 1'� i Permit Number Owner � i w�1�n�� Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: la" 0,C ' J S� f��t-P Vet S��►�,��.� 1�� U� Yq- 1 - t Please call: 508-790-6227 for reeinspection. Inspected by Date �C - 9 6P • Z The Town of Barnstable ¢,P Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508 790-6227 Ralph Ctossea ftx 508775-3344 Building Commissiont For office use only Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c 142A requires that the"reconstruction,alterations,renovation,repair,modernization,eonvemon, imprweme:tt,.removal, demolition, or construction of an addition to any pm-adsting owner 0ccupied building containing at least one but not more than four dwelling units or to suuctnres which are adjacent to such residence or building be done by registered aoatractors,with certain=options,along with other requirements. Type of Work: ki�G'� P Est Cost W Address of Work: l �G '► S�. Gw O%mer.Name: �- �� 1l N► Date of Permit Application: �2 ® � I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under S1,000 Building not oama-ooeupied ow=palling awn permit Notice is hereby sh•err that: CONTRACTORS OWNERS PULLING THm OWN PERMIT OR DEALING WIZHiTNREG15TE1tF.D FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE .ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PEVJURY s I hcrcby apply for a permit as the agent of the,owner. Date Conuaeror name Registration No. C' i zed L, 5, 0D51 a OR �' - Owner's name "� -.a:x;�, ,ir ,�,n,�'r� ;W •.Y-�Ye:t -rr., �:3`�z,�.� ��„�' t.�•.x �.+.�.,, �'�,y".q"- y� �,� "�� -��,';�'x��'�"`�.-. s,�� ..,�•� �t .�: s;:ar ,t� t"�,.j., "'s�'*e� :�}. ... cq `e'�_$ �"`�•�""'.. " ...', � a'�'-.�C�.�r�� r�*��.-�:�r� �,r � ,�F�`�w.„za� �:'� '-t.:i`' ,�sc:. _5u _ + ' �� 4. 4, 1'r'•�> i E `�;Y L. >rnr -i.. -'._ __ ....,yx,-.�.r- wna „,. „" 7r..,h.+. '�:•,.�.. r. '' P __.. �.0 � .' � ',,tc-or ,.d. ham. #.r s €+ , ,s,•— •4T F My ""' «.+�k'•-'x ..--...-',�„Uq„x,,tea•-��---.�..,,f,71' ,�'a,S"'.5r H ,�.,_•.a. �-- s ' �L 'LY� '*ri+»'"+.W� M "N r^ti ��,�l�s's"�,.a'a"'x�"1 bt '"" T ��•n.��y��,�..-s &�"�a��,�� Y?3`„��5..�`a ��`,€"�A'S� z _,�.� ''" �;-' TO: O j4tt r'e tt'-q ctivi— FA x w �rnLk � G lo c� 20 Assessor's odioe (.1st floor): C THE Assessor's ►l1ai CV- lot number ... 5,�. .... JE ..�........ Q�o� Tort Board of Health (3rd floor): d� o� Sewage Permit number ................. . ......................... .......... • ��.T. Z HAHIIS LE. • Engineering Department (3rd floor): ° rasa House number �j U ° i639' APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TYPE OF CONSTRUCTION ....� .. ......��r l��..................................................................... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ............5 ......... c� u........5 C. ........................................................ ProposedUse .......:. ..(.... ........................................................................................................................................................... � ZoningDistrict ......... ...... .......t.........................................Fire District .................�..................................................... Name of Owner �� .,?'........W..:.....Address ...�?.. / � f'�✓.I. J 1 ......................................... Nameof Builder f./....,...Address.. .....IZ. .�.. . ...... ........J . .................................................................................... Nameof Architect .. ��`....I`........ .. ..... .®.............( .....Address .................................................................................... Numberof Rooms ..................................................................Foundation ..... ....1..o.. .................................................. Exlerior ...L.^ .. .. ......................................................Roofing ... .�..{r, 1. .. ././..� .. ... Floors ..( . . ....................................................Interior ................................................................................... Heating ..................................................................................Plumbing ...................,,- ...... ................................................. Fireplace .....................`.............................................................Approximate Cost ........... .../.L:.✓...0.................................... Definitive Plan Approved by Planning Board ________________________________19______ . Area { .( ............. Diagram of Lot and Building with Dimensions Fee . ... r...` .! ................... SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Ba stab regarding the/above construction. / Name ..... .....(. .............. ........................... Co struction Supervisor's License ... L . ..1...... LaFLAMBOY, W. i No .... permit for ...Bui.ld„Stor.,ag.Q Over Garacge/ Single.....FammJ,.-Jy,.Awel:�ing 547 Main Street• `Location .................................................:.............. ..........Centerville Owner ......W....LaFlamboY............................ Type of Construction .....Frame....................... ............................................................................... Plot ............................ Lot ................................ Permit Granted ..Sept................ ........19 88 y Date of Inspection ....................................19 'Date Completed t Parcel Detail _ 3p' ti�� I0 Page 1 of 6 13 G ao, to 677 f N- Logged In As Parcel �e�C� Monday,August 20 2018 Nancy Larned Parcel Lookup Parcel Info Parcel ID F207-051 Developer Lot SLOT 1 A Location F547 MAIN STREET(Cq Pri Frontage i56..... .... , Sec Road CHURCH HILL ROAD nx sec Frontage @84 „ Village Centerville Fire District Town sewer exists at this address NO_-- e.._ l Road Index 5950 �f Asbuilt Septic Scan: Interactive Map k V' 207051_1 Owner Info owner ONEILL, SUELLEN TR Own noer HIGH PLAIN TRUST > streets 33 POND AVE UNIT Street2 I acy''BROOKLINE �,.�_. � scare AMA �zip ie02 41 6 .w.., .._.,�� +country Land Info .. ........ ........ ... . .... ....... ........ .... ....... Acres 0-37 - — 1 Use##ngle Fam MDL-01 -] Zoning SPLIT RD-1;RC-2,RC Nghbd[0 0,„ �.. . — -- � Topography ,A, Road Utilities �„�I Location I Construction Info _.._ . �_._...,_........ ----------- Building 1 of 1 Year . ,,89,»,�,�,�, - Roof w.,,., Ex< Built 1890 Struct Gablekp wall Vinyl Sidingp� Living �2714 cover Asph/F GIs/Cmp Type ENO K .w ..—� a....,.. . ., Style,Conventional wall Plastered Rooms[3 edrooms FH.... ,.,,,, Model Residential Ior Hardwood Bath 1 Full-1 Half � Floor Rooms Grade average Plus Heat Hot Air Total ?Rooms . Type Rooms stories 2 Stories Heat Gas Found 'Md Fuel ation r ixe cross q4220 Area Permit History ` Issue Date Purpose Permit# Amount Insp Date Comments 11/27/2017 SidNVind/Roof/Door 17-4072 $4,190 4/17/2018 Remove existing shingle 12:00:00 roof to roof deck, install ice AM and water barrier 6'from eaves, 9' in valleys and 3' in http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=14534 8/20/2018 Parcel Detail Page 2 of 6 from rake edges and around penetrations, remaining exposed area of deck to be covered by synthetic underlayment. Install drip edge and starter Install solar electric panels on roof of existing house with any upgrades, when 4/17/2018 applicable, specified by 10/18/2017 Solar Panel-Res 17-3490 $6,000 12:00:00 Design; To be AM interconnected with home electrical system. JB- 0263711 4.225KW 13 Panels Remove 1 layer of comp 4/17/2018 shingles, install new under- 10/11/2017 Sid/Wind/Roof/Door 17-3489 $3,080 12:00:00 layment and comp shingles AM Size of tear off: 9 squares Dumpster Size: 10 Yarder Location: DRIVEWAY 6/30/2015 1/6/2015 Generator 201500057 12:00:00 AM 6/30/2015 9/2/2014 New Windows 201405779 $3,200 12:00:00 NEW WINDOW/SIDING AM 8/5/1997 12/1/1995 Addition 12229 $18,000 12:00:00 CE ADD'N AM 3/15/1991 9/1/1988 Addition B32304 $6,700 12:00:00 CE ADD'N AM - Visit History Date Who Purpose 7/19/2018 12:00:00 AM Susan Ricci CALL BACK 12/5/2016 12:00:00 AM Robin Benjamin In Office Review 8/5/1997 12.00:00 AM Lloyd Kurtz Meas/Listed-Interior Access ......... .................... ......... Sales History Line Sale Date Owner Book/Page Sale Price 1 8/31/2006 ONEILL, SUELLEN TR 21314/247 $100 2 8/31/2006 ONEILL, SUELLEN 21314/224 $434,500 3 6/1/1976 LAFLAMBOY, WAYNE L & BEVERLY 2347/6 $0 Assessment History _.._.,._.....M_...... .................._.______._�.m._. .�.�_,._„ ___...._ Save Year Building XF Value OB Value Land Value Total Parcel # Value Value 1 2018 $161,900 $33,400 $24,600 $249,300 $469,200 2 2017 $159,400 $33,800 $19,600 $249,300 $462,100 http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=14534 8/20/2018 Parcel Detail Page 3 of 6 3 2016 $159,400 $33,800 $19,600 $251,300 $464,100 4 2015 $187,200 $36,000 $20,700 $243,900 $487,800 5 2014 $187,200 $36,000 $21,200 $243,900 $488,300 6 2013 $187,200 $36,000 $21,700 $243,900 $488,800 7 2012 $185,100 $34,800 $19,900 $243,900 $483,700 8 2011 $244,100 $9,800 $17,200 $243,900 $515,000 9 2010 $244,100 $9,800 $17,800 $249,200 $520,900 10 2009 $341,000 $7,700 $13,300 $357,100 $719,100 11 2008 $306,400 $7,700 $13,300 $364,600 $692,000 13 2007 $315,500 $7,700 $13,300 $364,600 $701,100 14 2006 $266,300 $7,700 $13,800 $343,500 $631,300 15 2005 $227,300 $7,200 $14,300 $308,300 $557,100 16 2004 $184,900 $7,200 $14,500 $171,300 $377,900 17 2003 $193,100 $7,200 $15,000 $69,800 $285,100 18 2002 $193,100 $7,200 $15,000 $69,800 $285,100 19 2001 $193,100 $7,700 $15,000 $69,800 $285,600 20 2000 $151,200 $7,500 $15,800 $58,500 $233,000 21 1999 $151,200 $7,500 $13,300 $58,500 $230,500 22 1998 $151,200 $7,500 $13,300 $58,500 $230,500 23 1997 $156,600 $0 $0 $55,100 $219,600 24 1996 $156,600 $0 $0 $55,100 $219,600 25 1995 $156,600 $0 $0 $55,100 $219,600 26 1994 $150,300 $0 $0 $55,700 $214,900 27 1993 $150,300 $0 $0 $55,700 $214,900 28 1992 $171,200 $0 $0 $61,900 $243,200 29 1991 $177,700 $0 $0 $103,200 $297,200 30 1990 $177,700 $0 $0 $103,200 $297,200 31 1989 $177,700 $0 $0 $103,200 $286,500 32 1988 $126,400 $0 $0 $36,600 $174,100 33 1987 $126,400 $0 $0 $36,600 $174,100 34 1986 $126,400 $0 $0 $36,600 $174,100 Photos http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=14534 8/20/2018 Parcel Detail Page 4 of 6 Y fi j ;i / r M„ k3 � g 7 s 0.� F w w, http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=14534 8/20/2018 Parcel Detail Page 5 of 6 c F J M-11 s WARM J x 1, k 4 x C' r'^ Sf/s �{1�• k� http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=14534 8/20/2018 f Parcel Detail Page 6 of 6 Y. i - a f http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=14534 8/20/2018 ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE - 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. ' BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING i• DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE. ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A. SIGN WILL BE PROVIDED WARNING OF THE "IJ1c®�� GALV GALVANIZED HAZARDS PER ART. 690.17. �.. \ GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE ®��) GND GROUND MUL-TIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY �, JA�z j HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. r Of4/ Z®,g ImpCURRENT AT MAX POWER COMPLY WITH ART.E250.97, 250.92(B). II CURRENT 6. CIRCUITS s GROUNDR 250V TO SHALL _. ��Fe��nlS c SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR ; S kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC - LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). F ' MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. ,r NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION` HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. h `' S STAINLESS STEEL STC STANDARD TESTING CONDITIONS t TYP TYPICAL _ I UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER F'Voc VOLTAGE AT OPEN CIRCUIT VICINITY MAP INDEX m W WATT Sheet 1 3R NEMA 3R, RAINTIGHT COVER SHEET ° . '�� Sheet 2 SITE PLAN w _ Sheet 3 STRUCTURAL VIEWS . ' Sheet 4 STRUCTURAL VIEWS LICENSE GENEp A L NOTES. + Sheet 5 THREE LINE DIAGRAM R/-� � � Cutsheets'Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION • " ELEC 1136 MR OF THE MA STATE BUILDING CODE. g. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH " THE 2017 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MO DULE,GROUNDING METHOD: ZEP SOLAR REV BY DATE COMMENTS Barnstable Town City - REV A NAME DATE COMMENTS UTILITY: Eversource Energy — South Shore • ` ` NSTAR—Commonwealth Electric) ) CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER PREMISE OWNER: DESCRIPTION: DESIGN: JB-0263711 00 +' T = .5 L n CONTAINED SHALL NOT BE USED FOR THE SUELLEN O NEILL 4.875 KW PV ARRAY Adam Wasserzug , BENEFIT OF ANYONE EXCEPT TESLA INC., NORISOLAREDGE MOUNTING SYSTEM: MAIN SHALL IT.BE DISCLOSED IN WHOLE OR IN 547 M AI N ST.' .• PART TO OTHERS OUTSIDE THE RECIPIENTS ZS Comp V4 w Flashing—Insert ORGANIZATION, EXCEPT IN CONNECTION NTH MODULES: BARNSTABLE, .MA 02632 THE SALE AND USE OF THE RESPECTIVE (15) SolarClty Standard #SC325 PAGE NAME: SHEET: REV DATE TESLA EQUIPMENT, WITHOUT THE WRITTEN INVERTER: - z PERMISSION OF TESLA INC. # SE380OA—USOOOSNR2 COVER SHEET 1 b 1/9/2018 PITCH: 35 ARRAY PITCH:35 MP1 AZIMUTH:98 ARRAY AZIMUTH:98 MATERIAL: Comp Shingle STORY: 2 Stories AC • 0 MO Inv D , PITCH: 25 ARRAY PITCH:25 m MP4 AZIMUTH: 186 ARRAY AZIMUTH: 186 a B H G MATERIAL: Comp Shingle STORY: 2 Stories STRUCTU E PITCH: 21 ARRAY PITCH:21 MP6 AZIMUTH:6 ARRAY AZIMUTH:6 STRUCT RE MATERIAL: Comp Shingle STORY: 2 Stones Front Of House LEGEND � (E) UTILITY METER & WARNING LABEL /6 �,Id A INVERTER W/ INTEGRATED DC DISCO h� & WARNING LABELS o © DC DISCONNECT & WARNING LABELS AC DISCONNECT & WARNING LABELS 0 DC JUNCTION/COMBINER BOX & LABELS E DISTRIBUTION PANEL & LABELS. Lc LOAD CENTER & WARNING LABELS O DEDICATED.PV SYSTEM METER OFM RSD RAPID SHUTDOWN 1ARtklAMA 0 STANDOFF LOCATIONS EUDREM i (E) DRIVEWAY CONDUIT RUN ON EXTERIOR '��► GATE/FENCE CONDUIT RUN ON INTERIOR �►� Di itall si ned — O HEAT PRODUCING VENTS ARE RED g Y g r, b William L� ;� INTERIOR EQUIPMENT IS DASHED Eldredge 547 Main St L` Date:2018.01.09 SITE PLAN N 19:49:52-05'00' Scale: 1/8" = 1' E STAMPED &SIGNED. w FOR STRUCTURAL ONLY 0 1' 8 16' WOMMA s J B-0 2 63 711 O O PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL= THE INFORMATION HEREIN JOB NUMBER: , _ CONTAINED SHALL NOT BE USED FOR THE SUELLEN O NEILL 4.875 KW PV ARRAY Adam Wasserzug T 5 L n BENEFIT OF ANYONE EXCEPT TESLA INC., NOR MOUNTING SYSTEM: SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 547 MAIN ST PART TO OTHERS OUTSIDE THE RECIPIENTS MODUIEs BARNSTABLE, MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (15) SolarCity Standard #SC325 PAGE NAME MEET: REV DATE TESLA EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PERMISSION OF TESLA INC. SOLAREDGE # SE380OA—USOOOSNR2 SITE PLAN 2 b 1/9/2018 ,. S 1 S1 13'-9" - _ 3 _ 1 '-10" (E) LBW '. s , (E) LBW A SIDE VIEW OF MP1A NT5 - SIDE VIEW OF MP1B NTS ' B , _ MP1A X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 57" 24" 41" 0' STAGGERED MP16 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES PORTRAIT 0" 0" 62" 01. LANDSCAPE 57" 24" 41" , 0" STAGGERED ROOF AZI 98 PITCH 35 PORTRAIT 0" '0" 62" 0" RAFTER 4"x6"@ 57"OC ARRAY AZI 98 PITCH 35 STORIES:2 ' RAFTER 4"x6"@ 57"OC ROOF AZI 98 PITH 35 STORIES: 2 C.J. 3-1/2"x6-1/4"@57"OC Comp Shingle-Solid Sheathing • ARRAY AZI 98 PITCH 35 X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. C.J. 3-1/2"x6-1/4"@57."OC Comp Shingle Solid Sheathing X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS-THE PV. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. i t!i OF S 1 (� S 1 , p WW.IAMA. 6' g' (E) LBW (E) LBW SIDE VIEW OF MP6A NTS STAMPED &S��NEo SIDE VIEW OF MP6B NTS x � � FOR STRUCTURJa1L ONLY Lll MP6A X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP6B X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64° 24" 41° 0" STAGGERED LANDSCAPE 52" 24 41" 0" STAGGERED ' PORTRAIT 48" 19". 62" 0" PORTRAIT 5211 19° 6211 0» ROOF AZI 6 PITCH 21 ROOF AZI 6 PITCH 21 RAFTER STORIES:4x4 26 OC 2 . RAFTER 2X10 @ 16 OC ARRAY AZI 6 PITCH 21 STORIES. 2 @ ARRAY AZI -6 PITCH 21 ; Comp Shingle -Solid Sheathing Comp Shingle- Solid Sheathing X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. , J B-0 2 6 3 711 O O PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: , CONTAINED SHALL NOT BE USED FOR THE SUELLEN O NEILL 4.875 KW PV ARRAY Adam Wasserzug BENEFIT OF ANYONE EXCEPT TESLA INC., NOR MOUNTING SYSTEM T = 5 L n SHALL IT BE DISCLOSED IN WHOLE OR IN 547 MAIN ST PART TO OTHERS OUTSIDE THE RECIPIENT'S ZS Comp V4 wFlashing—Insert ORGANIZATION. EXCEPT IN CONNECTION WITH MODULES BARNSTABLE, MA 02632 ` THE SALE AND USE OF THE RESPECTIVE (15) SolarCity Standard #SC325 TESLA EQUIPMENT. WITHOUT THE WRITTEN INVERTER: - PAGE NAME:- SHEET: REV DATE PERMISSION OF TESLA INC. SOLAREDGE # SE380OA—USOOOSNR2 STRUCTURAL VIEWS 3 b 1/9/2018 PV MODULE 5/16"x1.5" BOLT WITH 5/16" FLAT WASHER INSTALLATION ORDER ZEP LEVELING FOOT LOCATE RAFTER, MARK HOLE _ ZEP ARRAY SKIRT (1) LOCATION, AND DRILL PILOT HOLE. --------- --- ------ ZEP MOUNTING BLOCK (4) ATTACH FLASHING INSERT TO ZEP FLASHING INSERT (2) MOUNTING BLOCK AND ATTACH (3) TO RAFTER USING LAG SCREW. (E) COMP. SHINGLE (1) INJECT SEALANT INTO FLASHING (E) ROOF DECKING (2) (3) INSERT PORT, WHICH SPREADS SEALANT EVENLY`OVER THE 5/16" DIA STAINLESS ROOF PENETRATION. STEEL LAG SCREW LOWEST MODULE SUBSEQUENT MODULES (2-1/2" EMBED, MIN) INSTALL LEVELING FOOT ON TOP (4) OF MOUNTING BLOCK & SECURELY FASTEN WITH BOLT. • (E) RAFTER J 1 � cowp STAMPED &SIGNED FOR STRUCTURAL ONLY J B-0263711 0 0 Pf MISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: ' Adam WOSS2fZU CONTAINED SHALL NOT BE USED FOR THE SUELLEN. 0 NEILL 4.875 KW PV ARRAY g T 5 L n BENEFlT OF ANYONE EXCEPT 1ESLA INC., NOR MOUNTING SYSTEM SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp-V4 w Flashing—Insert 547 MAIN ST PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES BARNSTABLE, MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (15) SolarCity Standard #SC325 I PAGE NAME: MEET: REV.. DATE TESLA EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PERMISSION OF TESLA INC. SOLAREDGE SE3800A-USOOOSNR2 STRUCTURAL VIEWS 4 b 1/9/2018 GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS . LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number: QOC32UF Inv 1: .DC Ungrounded INV 1 —(1)SOLAREDGE ## SE380OA-USOOOSNR2 LABEL: A —(15)SolarCity Standard #SC325 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:2260202 Inverter; 380OW, 240V, 97.57.; w/Unifed Disco and ZB,RGM,AFCI PV Module; 325W, 306.5 PTC, 40MM, Blk Frm, Wht Backsheet, MC4, 600v ZEP, ELEC.1136 MR Overhead Service Entrance µ INV 2 Voc: 69.6 Vpmax: 57.6 INV 3 Isc AND Imp ARE SHOWN IN'THE DC STRINGS IDENTIFIER �E 125A MAIN SERVICE PANEL E; 100A/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER—HAMMER ` 10OA/2P Disconnect 2 SOLAREDGE SE3800A-US000SNR2 (E) LOADS A ' Li 240V . ~— L2 2OA/2P ---- GND EGC/ _ _ DC+ DC+ - - - - ffA ------------------------------- --- - GEC TN DG - .. DG MP 1&6: 1X1S -- _I GND __ EGC---—-----------—---- - EGC — --- —————————-—--—————— t� N EGC/GEC z l , e• _ GEC •TO 120/240V I I...• r SINGLE PHASE UTILITY SERVICE 1 f - J ; r r PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN • ` Voc* _' MAX VOC AT MIN TEMP n POI (1)SQUARE D B Q0220 PV BACKFEED BREAKER A (1)CUTLER-HAMMER �DG221UR6 /� PV (15)SOLAREDGE 4 P400-5NM4MZM D� Breaker, A 2P, 2 Spaces, Plug-On Disconnect; 30A, 24OVac, Non-Fusible, NEMA 3R „ Power9ox 0ptimizer,400W, ZEP -(2)Gro qd ROQ -(1)CUTLER- AMMER#DG030NB ` 5r8 x B, Copper Ground�Neutral d; 30A, General Duty(DG) F *A Gnd (1)AWG#6, Solid Bare Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE 1 AWG #10, THWN-2, Block (2)AWG #10, PV Wire 600V Black Voc* 500 VDC Isc 15 ADC O (1)AWG#10, THWN-2, Red O (1)AWG#6,Solid Bare Copper EGC Vmp =350 VDC Imp=13.75 ADC �L(1,)AWG�10, 1HWN-2; White NEUTRAL Vmp =240 VAC s Imp=16 AAC j (1)Conduit Kit;.3/4'.EMT. F . . . . . . .-.(!)AN#8,.THWN-2,.Green . . EGC/GEC-(1)Conduit.Kit;.3/4",EMT. J B—0 2 6 3 711 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: ' Adam Wasserzu CONTAINED SHALL NOT BE USED FOR THE SUELLEN 0 NEILL 4.875 KW PV ARRAY - g T 5 L n BENEFIT OF ANYONE EXCEPT TESLA INC., NOR MOUNTING SYSTEM:, SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp-V4 W Flashing-Insert 547 MAIN ST PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 02632 THE SALE AND USE OF THE RESPECTIVE (15) SolarCity Standard #SC325 PAGE NAME: SHEET: REV: DATEI TESLA EQUIPMENT, WITHOUT THE WRITTEN IN_ SERTER:OLA GE` ` VERTER: PERMISSION OF TESLA INC SE380OA-US000SNR2 THREE LINE DIAGRAM 5 b /s/2ois J - CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: UTILITY SERVICE r-1 rL-17 � - LJ L, i I � LJ tLF —I 4I I INVERTER AND DC DISCONNECT _ AC DISCONNECT r--------------------------� I SOLAR PHOTOVOLTAIC ARRAYS) I L--------------------- J PHOTOVOLTAIC BACK-FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 J B-0 2 6 3 711 00 PREMISE OWNER: DESCRIPTION: DESIaJ: CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: ' Adam WaSSefZU CONTAINED SHALL NOT BE USED FOR THE SUELLEN 0 NEILL 4.875 KW PV ARRAY g �' L �..� BENEFIT OF ANYONE EXCEPT TESLA INC., NOR MOUNTING SYSTEM: SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 547 MAIN ST PART TO OTHERS OUTSIDE THE RECIPIENTS Moou1>s BARNSTABLE, MA 02632 . ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (15) SolarClty Standard #SC325 PAGE NAME: SHEET: REV: DATE - TESLA EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PERMISSION of TESLA INC. SOLAREDGE # SE380OA—USOOOSNR2 SITE PLAN PLACARD 6 b 1/9/2018 1 - o e o •e O Label Location: Label Location: Label Location: (C)(CB)(JB) a (AC)(POI) NO (DC) (INV) 4 Per Code: Per Code:" fa o Per Code: NEC 690.31,G.3 Asia NEC 690.17.ENEC 690.35(F)Label Location: o 0 0 TO BE USED WHEN (DC)(INV) -o • e • e a INVERTER ISp 0 Per Code: UNGROUNDED `r NEC 690.14.C.2 s Label Location; Label Location: - o 0 0 (INV) (DC)(INV) o . T11 1-1 s Per Code: ° e l Per Code: .o CEC 690.56(C) ® o NEC 690.53 4 e e k k r Label Location: s . . m (POI) e Per Code: r e NEC 690.64.B:7 Label Location: r o o ® oe • r (DC) (INV) Per Code: •` • ; , NEC 690.5(C) . 0 a0 . • • r1 x. Label Location: Wr ® (D)(POI) Per Code: ti NEC 690.64.13.4 r „ Label Location: Per Code: x •o a - o NEC 690.17(4) r _ Gi o :o -�� • a �. f Label Location: . e e e �� • ^ - • 7 ® "`. (POI) - o- -o o r "• -o o - 0 0690.64.113.4 Per Code: -�,�`.� • �, � e o o ° � NEC Label Location: f 0 0 0 0` o (POI) _ Label Location: Per Coder . - o AC : AC Disconnect . O ©, O (AC)(POI) ( C D Per Code: •, eo 0 0 NEC 690.17.4; NEC 690.54 , NEC 690.14.C.2 :o • o•o • (CB): Combiner Box • . ;-o 0 0- . - (D): Distribution Panel ' (DC): DC Disconnect (IC): Interior Run Conduit Label Location: •.O, o •- - - - (INV): Inverter With Integrated DC Disconnect (AC)(POI) • (LC): Load Center Per Code: (M): Utility Meter �n NEC 690.54 Q7 (POI): Point of Interconnection f Label Set - Y so I a r Single Phase Inverters for North America s o La r=oo 16 c o v SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ SE7600A-US/SE10000A-US/SE11400A-US SE3000A-US SE380OA-US SE5000A-US SE6000A-US -SE7600A-US -SE10000A-US SE11400A-Us iOUTPUT 9980 @ 208V SolarEdge Single Phase Inverters X Nominal AC Power Output 3000 3800 5000 6000 7600 10000-@2AOV 11... VA tl� 5400 @ 208V 10800 @ 208V - Max AC Power Output 3300 4150 6000 8350 12000 - VA ....... ........ ......... ..450.@24oV...... ........... ._ .... �zaov. ...... .. 109 For North America � ,�, AC Output Voltage Min:Nom.Max!') �. 183-208-229 Vac SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ .Outp.... ......Min.-........ ...... ................ ................................................ .................................. ............................. AC Output Voltage Min:Nom:Max!') SE760OA-US/SE10000A-US/SE1140OA-US ACFreq encyMiac ....................................... ... ............ . ........................... .................. ........... -. AC Frequency Min:Nom:Max.(') 59.3-60 60.5 Hz ..M. a.x.Continuous Output Current...... .....12........I......16......I.. 240y.........I 2........ ...............I...42 @ 240V...I......47.............A..... GFDI Threshold 1 A - Utility Monitoring Islandmg Protection Country Configurable Thresholds Yes Yes 3-INPUT Maximum DC Power STC 4050 5100 6750 5100 10250 13500 15350 W ... ..... ... ...... ) .... ..... .... ......... ........... .... . .... .. .. ......... ........ ....... ..... .. `• Transformer-less,Ungrounded Yes C ...................................... ....................._................................................... ..Max Input Voltage ....... ..... ....500... .. .. ..... ....... ........ ... Vdc... .. .................................... .. #3`wa�Ca bJ fir• Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc ........................................... . ...... ... ........ ......... ...6 ... .............. ...... ....•.�....._- _ 165 @ 208V 33 @ 208V #+'A�aJ2a N�\FCI Max.Input Current(" 9.5 13 18 23 jI 34.5 Adc -' „�.,,�,.,•� ........................ :................. .................)...............I.15.5,(a1,240y..1................L...............1..30;5 @ 240y............................... Max.Input Short Circuit Current 45 Adc ........................................... ................................................. ..................................... ................................ Reverse-Polarity Protection- Yes ......................o.-cti-o ............ ........... .. .....................................................Y..... .. ....................................... ......... r- Ground-Fault Isolation Detection 600ku Sensitivity ........................................... ................ ................ ...... ... ... ... ... .. .... .... .. .... .. ... Maximum Inverter Efficient 97.7. 98.2 983 98.3 9895.. •98• •�• Y - 97 @208V•• 97@208V CEC Weighted Efficiency 97.5 98 I 97.5 ...... •••97.5 .. •.••97.5........ •• . ..... . 98 .2AOy........:......... .......... .....97;5@240V.. ............................. . ...................................... . ......... . ..... ........ . ' � �•�-.- ",� •� Nighttime Power Consumption <2.5 <4 W .; _ errs�ty tADDITIONALFEATURES r •n, I t ",. y a 4 Supported Communication Interfaces RS485;RS232,Ethernet,ZigBee(optional) r _" N �^ r "ter.ns: a.�h< z ..3`.a"-• Revenue Grade Data,ANSI C12.1 .. ...................................... ...........Optional(')............................ .................... ......... Rapid Shutdown NEC 2014 and %- - Automatic Rapid Shutdown upon AC Grid Disconnect(') 2017690.12 MANDARD COMPLIANCE, - s ;. 7 3: .+.it a LL _,- a'. �:�-' .rYPp:•: . '3' -"P `,y ,K.,-. t'^x E ^' ,"r Safet UL1741,UL1741 SA,UL169913 CSA C22 2 Canadian AFC)accordin to T I L M-0.7 - Grid Connection Standards IEEE1547,Rule 21,Rule 14.(HI).. .................... ...... ............. ......................... .. . .. .... ... ........ ...... ....... ....... �, ,�.. -...r..-?-^.--,*:r..--'� �� J�'� ,�"`•aer � �'r::",. a '- .�`�` :_ Emissions ..... class _• IINSTALLATIONSPECIFICATIONS "18 v FCC p art15 51 `+-• — �-— -^ - a�`. ' ,_• r. AC output conduit size/AWG range 3/4"minimum/16 6 AWG 3/4 minimum/8 3 AWG - - .... ... ..... .... ....................... .............. .. .. ......... DC inputcondwt size/pofstrings/•• 3/4"minimum/1-3 strings/ •• t ^sKa.. • - ' ^' "- 3/4"minimum/1-2 strings/16 6 AWG rang?.......... .. ................................................................................ .... 14.6 AWG .... ........... —t;. .. - t rgv'4,ex, �,-z; -•�y .... e, s with a Switch . Dimension 'thS fety ... .. 30.5 x 12.5 x 7.2/775 x 315 x 184 305x 125x 10.5./.. ...in./.. .. ..... ........ .... .... ............... ........775 x 315x 2¢q........ .inn? .. • ' ` r i •- Weight with SafetySwitch 51:2/23.2 54.7 24.7 88 4/40 1 Ib k .........� - .x ......................................... ....... ... ...........I... ......_................. ..... ...... .............. ......... Natural 4 r s v convection - _ Cooling Natural Convection and internal Fans(user replaceable) fan(user Thebest choice for SolarEdge enabled systems ........................................... ................................................................... .rep(ageab(e).................................................. Noise <25 <50 dBA ..................................... ................................................................. Superior efficiency(98%) - .,Ran .................................... ge,,,,,,,,,,,,,,,,,,,, , -13 to+140/-25to+60(-40to+60 version available°) °F/'C Integrated arc fault protection and rapid shutdown for NEC 2014 and 2017,per article 690.11 and 690.12 Protection Rating Specifically designed to work with power optimizers Min:Max.Operating Temperature .•....yEMA 3R ........ .....•........ Isi For other regional settings please contact SolarEdge support UL1741 SA certified,for CPUC Rule 21 grid compliance (,,Anghero,rrent source maybe used;the inverter wuuimt t•nputcurrent to the values stated. Small,lightweight and easy to install outdoors or indoors on provided bracket isi Revenue grade inverter P/N:SEvorxA-USOOONNR2(for 760OW inverter.SE7600A-U5002NNR2). M 40version P/N:SE)osxxA-US000NNU4(for76DOW inverse 5E7600A-Us002NNU4). i P/Ns SEx A-USOxxxux have Manual Rapid Shutdown for NEC 2014 compliance(NEC 2017 compliance with outdoor installation( Built-in module-level monitoring Internet connection through Ethernet or Wireless r 1 �� N u:d`- t. t`El'j. ,q rr., '' .. �. ,}fi.� s:,s✓' ',:€=µ' Fixed voltage inverter for longer strings - - Optional—revenue grade data,ANSI C12.1 < USA-CANADA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THENETHERLANDS-UK-ISRAEL-TURKEY-SOUTH.AFRICA-BULGARIA Www.solaredge.us sty � 1 - , ''�SolarClty ZepSolar Next-Level PV Mounting Technology y; SolarOty Zep Solar Next-Level PV Mounting Technology r ZS Comp Components ^ : µ for composition shingle'roofs f Mounting Block Array Skirt Interlock Part No.850-1633 Part No.850-1608 or 500-0113 Part No.850-1388 or 850-1613 Listed to UL 2703. e Listed to UL 2703 Listed to UL 2703 A , o .r y r 1 Flashing Insert Grip Ground Zep V2 Part No,850-1628 Part No.850-1606 or 850-1421 Part,No.850-1511 1 Listed to UL 2703 Listed to UL 2703 Listed to UL 467 and UL 2703 Description ~ / PV mounting solution for composition shingle roofs � 0 Works with all Zep Compatible Modules amo, Auto-bonding UL-listed hardware creates structural and electrical bond • ZS Comp has a UL 1703 Class"A"Fire Rating when installed using modules from I ` any manufacturer certified as"Type 1"or"Type 2^ . Captured Washer Lag End Cap DC Wire Clip LISTED Part No.850-1631-001 Part No. Part No.850-1509 _ Specifications 850-1631-002 (L)850-1586 or 850-1460 Listed to UL 1565 850-1631-008 (R)850-1588 or850-1467 t Designed for pitched roofs 850-1631-004` Installs in portrait and landscape orientations • ZS Comp supports module wind uplift and snow load pressures to.50 psf per UL 2703 - Wind tunnel report to ASCE 7-05 and 7-10 standards • ZS Comp grounding products are UL listed to UL 2703 and UL 467 ` • ZS Comp bonding products are UL listed to UL 2703 • Engineered for spans up to 72"and cantilevers up to 24" j Zep wire management products listed to UL 1565 for wire positioning devices Leveling Foot Part No.850-1397 zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zap Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. _ responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. Document#800-1839-001 Rev D Dale last exported:April 29,2016 11:22 AM Document#800-1839-001 Rev D ,Date last exported:April 29,2016 11:22 AM - t so l a r 0 : 2N SolarEdge Power Optimizer - Zep CompatibleT"" solara Module Add On For North America P400 ZEP S o I a r E d g e Power Optimizer — M P300-ZEP(for 60-cell PV modules) P400-ZEP(for 72&96-cell modules)v ,. y TM *� Rated Input DC power(') 300 400 W Ze Compatible Module Add-On r Absolute Maximum input Voltage p p �I, „^�{r, '��• . ..: P g 48 80 Vdc temperature) .. ............................................................. ............................................... ....................•.......................... ............ ng nge 48 For North America P300=ZEP, P400-ZEP r p MPPTOp.r .. ..Ra...... ....... .... ................ ........ .................. ..................8.80.................... Vdc..... s' „ Maximum Short Circuit Current(Isc) .. ... ......... .10.................... ................. .10.1 Adc ... .._...... . . .............. .. C7;) Maximum DC Input Current 12.5 12:63 Adc ............................................................... ......................................... .. .. ......................................... .. ..... `_ Maximum Efficiency 99.5 % .... ............................................................ ............................................................................I.................. .. .. .. ..... . _ „ ® Weighted Efficiency..... ..................9.............. ........ ...... .. ...... ` s 'if W Overvoltage Category •..................... II O DURING UTPUT OPERATION-(POWER'OPTIMIZER CONNECTED TO OPERATING INVERTER) < -w Maximum Output Current 15 Adc ...................................................................................... .......................... .............. .................................. ..... .. ..... Maximum Output Voltage 60 Vdc W )OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) ` Safety Output Voltage per Power Optimizer 1 Vdc )STANDARD COMPLIANCE' EMC FCC Partly Class B,IEC61000-6-2,IEC61000-6-3 ................................................................. ............................................................................................... .............. Safety IEC62109-1(class II safety),UL1741 ............................................... ............................. ..................... ............. .............. �x RoHS Yes (INSTALLATION SPECIFICATIONS 4- � Maximum Allowed 5ystemVoltage.. . ...... ... ......... .....?n00 ...... ....... .......................... ..... ..... Vdc..... 0ri `ems ,;, Dimensions including mounting bracket (WzLxH) 128 x 196 x 27.5/s x 7.71 x 1.08 128 x 196 x 35/5 x 7.71 x 1.37 mm/in ................................................... Dimensions excluding mounting bracket (WxLxH) 128 x 152 x 27.5/5 x 5.97 x 1.08 mm/in ........... .. ..... .. .............. .............. ............................................... ... x85.97 x 1. lm -;• _ F Fx Weight(including cables and mounting bracket) 720/1:6 5 840/1.937 kg/lb .......... ..... ..... .... a a •;a? Input Connector .. .MC4 Compatible........ .......................... ..... ..... T ,wFe' T Output Connector Double Insulated;MC4 Compatible c "3r" U, ......................................... ............................................... .. • : ,,,, x 7a „ x Y Output Wire Length ..0:95/3.0 I.............. .. 1.2/3.9 m/ft Operating Temperature Range 40 +85/-40-+185................................. .C.�.F.... r .............. ................ ..... .. 4 _e• e{; r g x x= 4Y"r Protection Rating IP68 NEMA 6P f 4. -s�.,;A' a.,fl',�'+ +�'',x..�+;�.2 .�'a fa'"t, .;^ L+` .6',' m•'.�`,�m ,fk�«"w„rw' > ... ................ .................. ... .......... ................ _ ................... ......... Relative Humidity................ ........................... .............. ........................... .............0..100 ............ ..... .... RZt`t R t d SFC power f the module.Module of up t +5%power tolerance allowed. �'.�.�� ,� t �' `� � t� �`�"� � •�� `",s*r � .',fit': :: . �.: ,� PV SYSTEM DESIGN USING A " f"SINGLE PHASE V•'- _"_' THREE PHASE "-�'THREE PHASE - SINGLE PHASE m =•=- �- 7•<,. $OLAREDGE.INVE.RTER(Z)< HD WAVE 208V 480V Minimum String Length(Power Optimizers) 8 10 18 ........................................................... ................................................... ......................... ............I............ ....... ...... Maxim Compatible with Zep Groove framed modules. u.m.Po nglength(Poweroptimizer5) zs zs so 5700(6000 with Maximum Power per String 5250 6000 12750 W — Certified Zep CompatibleTM bracket — Mitigates all types of module mismatch losses,from 5E7600H-1 IS) — Attaches to module frame without screws-reduces on-roof manufacturing tolerance to partial shading Parallel Strings of Different Lengths or Orientations labor and mounting costs — Flexible system design for maximum space utilization .............................................. Yes Ir For detailed string sizing information refer to:hnp://www.solaredge.mm/sites/default/files/string_sizing_na.pdf. - - Power optimizer equipment grounded through the bracket — Next generation maintenance with module-level monitoring M — Up to 25%more energy — Module-level voltage shutdown for installer and firefighter z — Superior efficiency(99.5%) safety a s u a . USA-CANADA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-UK-ISRAEL-TURKEY-HUNGARY-BELGIUM-ROMANIA-BULGARIA WWW.SOIa redge.Us" m ze SC325 SolarCity ELECTRICAL AND MECHANICAL CHARACTERISTICS ore Ow Mer, ELECTRICAL DATA MECHANICAL DATA Max.power(Pmax)[W] 325 B < ~n~ Weight Max.power voltage(Vmp)IV] 57.6 B' 42.99lbs Max.power current(Imp)[A] 5.65 Dimensions 5 ess panels . _ Open circuit voltage(Voc)[V] 69.6 62.6"/41.5"/1.57" ' Short circuit current(Isc)[A] 6.03 connector . Max.over current rating[A] 15 I MC4 Power tolerance[%]" +5/-0 A A, Frame color Max.system voltage[V] 600 Black Solar Panel efficiency[%] 19.4 o Wind and snow load SO Ibs/ft2(2400 Pa) Note:Standard Test Conditions:Air mass 1:5;Irradiance=1000W/m2;cell temp.25°C ' P 'Maximum power at delivery.For limited warranty conditions,please check Fire Type '• ^, UL 1703 Type 2 our limited warranty document. .. TEMPERATURE CHARACTERISTICS I _ - Temperature(NOCT)[°C] -44 0.2 unit:Inches(mm) — — ¢ l Temp.coefficient of Pmax[%/°C] 0.29 Temp.coefficient of Voc[%/°C] -0.25 m 9 j Temp.coefficient of Isc[%/°C] 0.03 ® „i I_ I M1 ,r AT NOCT (NORMAL OPERATING CONDITIONS) ;r e 6 I m i Max.power(Pmax)[W] 246.0 ae,ssi :t - - Max.power voltage(Vmp)[VI _ 54.2 0.32(8) Section A-A' I Max.power current(Imp)[A] 4.54 y •', Open circuit voltage(Voc)IV] 66.0 4' Short circuit current(Isc)[A] 4.85 O t - Note:Normal Operating Cell Temp.:Air mass 1.5;Irradiance=800W/m° - as.az c9ss� Air temperature 20°C;wind speed 1 m/s — 30pz tos)- ol With a sunlight to electricity More power per panel F AT LOW IRRADIANCE (20%) l Section B-B' Our 325W panel generates 20%more power than a standard Max.power(Pmax)[w] 62.0 conversion efficiency of over 19.4% 270W panel.A Max.power voltage(Vmp)[V] 55.7 - Max.power current(Imp)[A] 1.11 DEPENDENCE ON IRRADIANCE " the panel ranks amongst the More energy every year Open circuit voltage(Voc)[V] 65.1 7O0 f More year) energy(kWh)compared to other panels as the Short-circuit current(Isc)CA] ,.2, Y 9Y Y perform highest in the industry. That means better-in the heat. Note:Low irradiance:Air mass LS irradiance=200VJ/m';cell temp- 6.00 ooOW/m= =25°Cvv 1' our panels can harvest more Outstanding durability s.00. I I With more than.20 additional tests performed beyond what°is LIMITED Power output: ,O years(90%of Pmin) f , energy from the sun, which means 25 ears(80%of Pmin) 4.00. WARRANTY - g 600w/n,= _ currently mandated,these panels far exceed industry standards. y �` Workmanship: 15 years it takes fewer of our panels to More layers,more power d 3.00 power your home" Plus, they Manufactured by Panasonic for SolarCity,the panel uses MATERIALS Cell material: 5 inch photovoltaic cells zoo — Heterojunction cell technology,which adds.a layer of thin film silicon Glass material: AR coated tempered glass . - 200W/m' II i on top of high efficiency cyrstalline silicon. Frame materials: Black anodized aluminium generate more power output Connectors type: MC4 1 E 1 I � _. .. during the hottest times of the day, Leading warranty o.00 Our panels rank among the best in warranty coverage,, o _ ,o 20 30 40 so 60 70 Be 0 CAUTION! Please read the installation manual carefully Voltage(V) even in warmer climates. with workmanship that extends to 15 years. before using the products. RO,5 Panels are manufactured by Panasonic to the specification of SolarCity.Panels are only warranted by Panasonic C ^ /�E.■ ,EC61>30-, �O� C E _ if the panels are included in a PV system sold by SolarCity or Tesla.SolarCity and Tesla make no warranties J,OI/��l '�y solarcity.com �Ea,L,rO3-2 "l lHTEO �.<,.� p,.,,, a v solarcity.com related to the panels,which are sold as-is.SolarCity will handle any warranty claims on behalf of any purchaser. BUILDER TO CONFIRM ALL d- CONDITIONS E o 0 AND DIMENSIONS ON 51TE > o y o � � Note: These plans are for the sole purpose and � o s � use of Gapizzi Home Improvement and are not Ea to be distributed or used for construction other o z ca than by Gapizzi Home Improvement. x I v Q � V Z (EXISTING) Ca I FRONT ELEVATION { (EXISTING BEYOND) 4:12 PITCH Z EXI5TIN67 AND PROPOSED z _� (EXISTING) 3 zs N to Z i F 'n REAR ELEVATION Date: 1-5-19 5tr Notes: 2-12-19 row,�AR�,z 2�� ?. Barnstable Bld Dept. idc ApprMed by: Permit#• [9- 7 51MP50N LS ? LEFT 51DE ELEVATION �J aT M �. ELEVATION5 scale: 1/4-1-0 0 BUILDER TO CONFIRM ALL v CONDITIONS E AND DIMENSIONS ON 5ITE o n E Note: These plans are for the sole purpose and o s use of Gapizzi Home Improvement and are not .N to be distributed or used for construction other o z than by Gapizzi Home Improvement. N .3 > V v P.TAX6 POSTS TYP. 8 1 ; O APRON I - - - - - - - <:- — — — — — — — SIMPSON 5052.5 TYP EACH NO J 8"POURED GONG WALLS ON 20"X 8"DEEP FOOTINGS \ o @ 48"BELOW GRADE AC4 CAPS TYP.2 13-2X10'ABOVE n I I \ I 95/0 501L GOMPACTING REG'D TYP. 2 00, IMN 9 I I LU528-3 o CARPORT (EXISTING) — z SLAB ON GRADE : ry I I 4�� SLAB ON GRADE _ (EXISTING) ry r m I PITCH J I I I I I Q cXv CTR/5LA8 Iz"gN sam MEN . � � t , • � � �' I ,.- I' � r WOOD AT EACH HGR I O I I ( SOLID Q I \ L CCQ46SDS2.5 \ r b!. (TYP. 4) \ � I I - 2/2X10TOCORNERS I \ ` - - - - - - - - - - - - - - I � — - - - - - 11--5-19 5tr Notes. _ _ 2-19 SIMPSON ECCL/R LiI APRONE - - - - - - - - - 21EA. CORNER TYP. a 1 q 2��p� s4oy 2 - p MICHEL cm 2'b:i 1 V-2 3/4" 2'-2" CUDI LO 0 No.34774 A u STRUCTURAL FLOOR PLAN scale: 1/4=1-0 FOUNDATION PLAN scale: 1/4=1-D 2/18/19 STRUCT. ONLY BUILDER TO.GONFIRM ALL CONDITIONS E E AND DIMEN51ON5 ON SITE Note: These plans are for the sole purpose and E o s use of Gapizzi Home Improvement and are not Eo� a 'a to be distributed or used for construction other o Z than by Gapizzi Home Improvement. z -Ln IT 2: " . N -3 RIDGE STRAPS o L5TA1 b OR 2X4 COLLAR TIES V v RAKES,TRIM, FASCIA,SOFFIT ti TO BE AZEK PVC YVGORTEX FASTENERS O «,. MATCH EXISTING _ 2X10 RAFTERS 16"Or, 2X6 CEILING JOISTS 4:12 PITCH' 1/2"ZIP-5Y5 5HTHNG ASPHALT 5HINGLE5 OVER 2X12 RIDGE BD 15#FELT,30 YEAR TO MATCH EXISTING Q w AT GABLE YVALL: YVG SHINGLES OVER AMOYVRAP 3/2X10 2X4 KD STUD FRAMED Y�lALL, 16 OG Q IY � w/N"5IMP50N A35 T&B AT EACH STUD �— LU26 { PVG BEADBOARD 5-1/2' THIS VIEW GEILING 4„X 6"PT POSTS ANCHOR TO GONG Y-ALL 1/2" Z SIMPSON G046 Q a 4"GONG SLAB ON G _ � r — Ln b"GONG YVALL.ON 20"X b" — v DEEP FOOTINGS YVKEYYVAY - 3 AT 4b"BELOYV GRADE N tN of Mass��ti Date: MICHELE ism 1-5-19 z CUDILO 5tr Notes: o No'34774 A. SECTION Cad PROP05ED ADDITION scale: 1/4=1-0 " STRUCTURAL 2-12-19 gFGt$T�f{cQ 2/18/19 STRUCT. ONLY V BUILDER TO CONFIRM ALL GONDITION5 C,4 E 10 AND DIMEN51ON5 ON 51TE L �, a u� E Note: These plans are for the sole purpose and E o use of Gapizzi Home Improvement and are not N E N N Q to be distributed or used for construction other o z v than by Gapizzi Home Improvement. _ 4X6 PT TYPVJ Z = AG-4 GAPS O 51MP50N EGCL/R GAPS TYP 2'-6 2'-2,. 30' 1- ' — fY. APRON -- — - = - - SIMP50N-646 SDS 2.5 TYP EACH ND y ? N I I LU528 3 i ° I CARPORT (EXISTING) 5LAB ON GRADE PITCH Ii w mGTR/5LAB I '' E SOLID WOOD AT EACH HGR PT 2X8 JOISTS 16 Or, #{' Ln DECKING:5/4 X 6 RADIUS EDGE PTYELLOW PINE I q) v 51MP50N 646 SD5 2.5 I I . I - ate: 2/2X10 TO CORNERS, tr Notes: sass -12-19 I I APRON � lans of Prop. NEW LANDING, - 36"HT @ RAILING overed Porch BALU5TER5 2'_6" 11'-2 3/4" 7-7 STEPS AND ROOF 51,00 3-19 4X6 PT P05T5 SIMP50N 646 505 2.5 UP FLOOR PLAN scale: 1/4=1-0 40 I 6:12 PITCH BUILDER TO CONFIRM ALL '3� ►n ASPHALT I ROOFING, MATCH EXISTING 1z I GONDITION5 E cv E AND DIMEN5ION5 ON 51TE o 0 0 CL z I I Note: These plans are for the sole purpose and o ° use of Gapizzi Home Improvement and are not N N to be distributed or used for construction other o z I I than by Gapizzi Home Improvement. z " N � - EXI5TING FOUNDATION" I I v v - - - - - - - - - - - - - - - - - - - - - - -- I L3 T- IY- - _ - - - _ - - - _ — v 1— W Q 6068 r O W < .-lLd (2)BIGFOOT SONOTUBES v @ 45"BELOW GRADE — — — — — — GONG PAD AT >III II m STAIR BOTTOM , L— — — — — — — 50NOTUBE LAYOUT scale: 1 /4=1 -0 FRONT ELEVATION scale: 1 /4=1 -0 PROP05ED GOVERED LANDING PROP05ED GOVERED LANDING _} O N in in RAIL MIN.36"ABOVE DECK SURFACEZu N N 1 2X8 PT LEDGER WITH 4Xb PT P05T LEDGER LOCK TO 2"X 2"BALUSTERS HOUSE FRAME E 5"or,MIN.� (EXISTING) Date: GALV JOIST HANGER @ EACH -rJ-19 JOIST L 2/2X10 o m PERIMETER 5tr Notes: JOISTS ' -12-19 2X85 @ 16 OG 1'-0"KNEES (2)LEDGERLOK 2 PLATES#4 lans of Prop. 2-2 X 10 FT BEAM r overed Porch GALV POST TO BM CONNECTOR HURRICANE CLIP J +: 6 X 6 PT POST AGH J015T f GALV P05T BASE - " 12"VIA 50NOTUDE @48" BELOW GRADE C: N, 5/9"X10"J_BOLT SIDE ELEVATION scale: 1 /4=1 -0 . " DECK DETAIL scale ,/4"= V-o" - 'PROP05ED COVERED LANDING •