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1990 MAIN ST./RTE 6A(W.BARN.)
�9 90 4 ,T , F l 1 1, 1 e � 1 t •i 3 !h Y U)O �J �. . r { F i 7t1i 5i �,f Town of Barnstable -0, Building t Post This Card So That itRARNWABM is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept MAS& p Posted Until Final Inspection Has Been Made. Permit 16s9.k,'B' �e Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-2768 Applicant Name: Robert Rostocka Approvals Date Issued: 08/26/2019 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 02/26/2020 Foundation: Location: 1990 MAIN ST./RTE 6A(W.BARN.),WEST r_ Map/Lot: 217-015 Zoning District: RF Sheathing: ' Owner on Record: BERRY,DANA A&DEJONKER-BERRY, DEIBRA Contractor Name: ROBERT A ROSTOCKA Framing: 1 Address: 1990 MAIN STREET Contractor License: 113252 2 WEST BARNSTABLE, MA 02668 Est. Project Cost: $4,746.00 Chimney: Description: Insulation&Air Sealing. Permit Fee: $85.00 f Insulation: Project Review Re Fee Paid:j $85.00 1 q� Final: Date: 8/26/2019 Plumbing/Gas Rough Plumbing: 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. 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 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 inspectionn 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 signatures by the Building and Fire Officials are provided on this 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). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: � ►.� Town of Barnstable �. Building ._ w uxxsrwa Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept M"S& Posted U1639. ntil Final Inspection Has Been Made. Permit fWhere a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-193 Applicant Name: CHARLES R CROVO Approvals Date Issued: 02/11/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 08/11/2019 Foundation: _ Location: 1990 MAIN ST./RTE 6A(W.BARN.),WEST r Map/Lot: 217-01S-- - Zoning District: RF Sheathing: Owner on Record: BERRY,DANA A&DEJONKER-BERRY, DEBRA Contractor Name:``,,CHARLES R CROVO Framind)�_i Address: 1990 MAIN STREET Contractor License: 6FA-071165 2 WEST BARNSTABLE, MA 02668 Est. Project Cost: $289,758.25 Chimney: Description: BUILD AN 850 SQ FT ADDITION TO MAIN HOUSE. BATHEROOM, �� Permit Fee: $ 1,527.77 LIVING ROOM, KITCHEN. REMOVE EXISTING DOOR AND FRAME TO Insulation _ aY- FRONT LEFT BEDROOM. ROOM TO BE USED AS AN OFFICE i Fee Paid: S 1,527.77 Date: 2/11/2019 Final: Project Review Req: Approved Plans must be on site for inspections Plumbing/Gas Rough Plumbing: %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. 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 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. +� r - - - Electrical 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:, lr Service: 1.Foundation or Footing 1 �' 2.Sheathing Inspection Rough: J.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 Final: S.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 Wprk 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: .J QQ IKE 11 Application Number........... I.�.... I..1.�.................. BUILDING DEPT 1►sA89. �, Permit Fee... ..J. ��. ..(.1................Other Fee........................ s6. JAN 22 2019 TOWN OF BADNSTABLE Total Fee Paid............................................................... ...... T F BARNSTABLE Permit Approval by... OWN O ..... ................. ...... .. .... .�... BUILDING PERMIT all...................Parcel........�.!...................... APPLICATION Section 1 — Owner's Information and Project Location eS� . Project Address 1990 Main Street Village Barnstable Owners Name Dana&Deb Berry Owners Legal Address 1990 Main Street I, City Barnstable State MA Zip 02668 Owners Cell # 614-905-7475 E-mail d-berry1l comcast.net 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 ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment D Sprinkler System IfAddition ❑ Retaining wall ❑ . Solar ❑ Renovation ❑ Pool ❑ Insulation Other—Specify Section 4 - Work Description Attached new construction addition. Add new foundation and build 850 Sq/ft to include 1 floor, bathroom, living room, kitchen and attached entry to existing house. 7 z�.;s11;i� c.� a �:rnu4z 4c F;r;,:i} j-A3 �b'w�t�i,6l. -.�a `nz T---A-A. 11/1 C/nAl0 f Application Number.................................................... Section 5—Detail Cost of Proposed Construction 289,758.25 Square Footage of Project 850 sf Age of Structure 51 yrs Dig Safe Number # Of Bedrooms Existing 4 Total#Of Bedrooms (proposed) 4 110 MPH Wind Zone Compliance Method ❑ MA Checklist RfWFCM Checklist ❑ Design Section 6—Project Specifics Wiring ❑ Oil Tank Storage MSmoke Detectors eplumbing iW Gas ❑ Fire Suppression . Heating System ❑ Masonry Chimney MAdd/relocate bedroom I Water Supply Public ❑ Private Sewage Disposal ❑ Municipal On Site Historic approved 12/12/18 All Historic District ❑ Hyannis Historic District Old Kings'Highway Debris Disposal Facility: S&J South Dennis MA 02660 I am using a crane ❑ Yes dpNo Section 7—Flood Zone Flood Zone Designation _ Within or adjacent to a wetland, coastal bank?' Yes ❑ No 9 Section 8—Zoning Information % Zoning District RF Proposed Use Lot Area Sq.Ft. 1.3 acres Total Frontage Percentage of Lot Coverage #of Dwelling Units(on site) 1 Setbacks Front Yard Required 30 Proposed Rear Yard Required 15 Proposed �8 Side Yard Required 15 Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes No Application Number................... Section 9= Construction Supervisor Name Charles Crovo Telephone Number 774-316-4802 Address PO BOX 1858 City N. Eastham State MA Zip 02675 License Number CSFA-071165 License Type CSFA Expiration Date 12/20/2019 Contractors Email blowney@capeassociates.com Cell # 774-316-4802 I understand my resp ibilities under the rules and regulations for Licensed'Construction Supervisor in accordance with 780 . CMR the Mass ch a State Building Code. I understand the construction inspection procedures,specific inspections and documentati r q 0 CMR e Town of Barnstable.Attach a copy of your license. Signature Date Section 10—Home Improvement Contractor Name Cape Associates Telephone Number 508-255-1770 Address PO BOX 1858 City N. Eastham State -MA Zip 02651 Registration Number 100110 Expiration Date 06/08/2020 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 b 780 C e Town of Barnstable.Attach a copy of your H.I.C... Signature Date_ 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. Signature Date "PLIC-A-NT SIGNATURE Signature - Date -Print Name Brendan Lowney Telephone Number 774-316-4802 E-mail permit to: blowney@capassociates.com I 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) see attached Signature of Owner date Print Name r 1 Cape Cod Insulation,Inc. Estimate 18 Reardon Circle Print Date:0110912019 Page I of 2 Estimate#: 201313.00 South Yarmouth,MA 02664 Date: 01/03/2019 P: 508-775-1214 Terms: Net 30 PO#: F:508-778-5735 Plan ID: HOUSE E: Sales Rep: John G Cassidy W: www.capecodinsulation.com Phone#: 508-775-1214 Email: johncassidy@capecodinsulation.com capecodinsulation.com Customer Name: Job Name: Cape Associates 11 River Pine Circle Charlie Crovo P.O.Box 1858 11 River Pine Circle North Eastham,MA 02651 Harwich,MA 02645 ap@capeassociates.com ap@capeassociates.com P:(508)255-1770(Orl; F:508-240-1473 (Orl) P:(508)255-1770(Orl'A: F:508-240-1473 (Or[) biescriptioni GARAGE PACKAGE: Package Accepted(please circle one): YES / NO Attic Roofline w/5.7"R38 nominal fill Closed Cell Spray Foam Insulation Walls Exterior w/5.5"R24 nominal fill Open Cell Spray Foam Insulation Walls Exterior .v/4mil Polyethylene Vapor Barrier Caulk studs Garage Ceiling w/6.7"R30 nominal fill Agribalance Spray Foam Insulation Upgrade: Garage Ceiling w/4.5"R30 nominal fill Closed Cell Spray Foam Insulation + $'1610.00 Initial: First Floor Rim Joist w/3"R20 nominal fill Closed Cell Spray Foam Insulation Garage Wall w/5.5"R24 nominal fill Open Cell Spray Foam Insulation Vapor Barrier Paint applied over attic wall spray foam Stairwell w/5.5inch R21 Kraft Faced Batts Installed (16 OC) I did not include any spray applied thermal barrier because it will be covered with sheet rock. GARAGE PACKAGE TOTAL: $10,650.00 (Package Is Included In Total) i GUTTER PACKAGE: Package Accepted(please circle one): YES / NO WHITE 20 Downspouts Installed WHITE 5"K-Style Seamless Aluminium Gutters 5"Canadian Bar Hanger Installed on 5"K Style Gutter 5"Outside Strip Style Mitres Installed on 5"K Style Gutter Pipe Cleats Installed-on-20 Downspouts `GUTTER PACKAGE TOTAL: $1,160.00 (Package Is Included In Total) t '3C� A f Cape Cod Insulation,Inc. Estimate Print Date:0110912019 Page 2 0 2 18 Reardon Circle Estimate#: 201313.00 South Yarmouth,MA 02664 Date: 01/03/2019 '�► 'f,_z ~`' P: 508-775-1214 Terms: Net 30 PO#: F: 508-778-5735 Plan ID: HOUSE E: Sales Rep: John G Cassidy W:www.capecodinsulation.com Phone#: 508-775-1214 Email: johncassidy@capecodinsulation.com capecodinsulation.com Customer Name: Job Name: Cape Associates 1 l River Pine Circle Charlie Crovo P.O.Box 1858 11 River Pine Circle North Eastham,MA 02651 Harwich,MA 02645 ap@capeassociates.com ap@capeassociates.com P:(508)255-1770(Orl; F:508-2404473 (Orl) P:(508)255-1770(Orl'A: F:508-240-1473 (Orl) Thank you for your business! CCI Cape Cod Insulation Inc.expects all areas being insulated to be broom clean and free of debris,prior to work commencing.It is the responsibility of the customer to heat the building to at least 50 degrees to avoid foam shrinkage.Spray foam insulation cannot be installed when the exterior surface temperature is below 32 degrees. When installing spray foam insulation, it is imperative that you consult with your HVAC contractor as CCI is not responsible for improperly sized HVAC units and the damage that may occur. Customer is responsible for removing or covering anything that you don't want covered with overspray. CCI in not responsible for the damage that may occur from overspray. `It is recommended that house be evacuated for 24 hours after the spraying of foam insulation.CCI is not responsible for any health issues due to inhalation of spray foam insulation. 'No other trades can work on-site while Cape Cod Insulation,Inc is Spraying foam products.Respirators are required while foam products are being sprayed. Cape Cod Insulation,Inc.is fully protected by Worker's Compensation,Liability and Automobile Insurance.Materials are guaranteed by the Manufacturer and CCI's workmanship is guaranteed for 1 year. All agreements are contingent upon strikes,accidents or delays beyond our control. Terms:Payment is due within 30 days of invoice.Payment can be made by Cash or Check. Any checks returned for insufficient funds are subject to a $25.00 service fee.Payments not received within 30 days are subject to 1.5%monthly finance charge.In the event that payment is not received within 60 days of the invoice your account will be turned over to our Attorney for collection.All collection costs,including attorney fees,incurred by CCI will with be charged to customer. Note:this proposal may be withdrawn if not accepted within 30 days. Sales Rep Date Acceptance of Proposal:CCI is authorized to do the work as specified. Customer Signature Date AUTHORIZED SALES SIGNATURE DATE Subtotal: $11,810.00 GrandTotal: $11,810.00 SIGNATURE PRINT NAME DATE m- Document A101 TM 2017 0 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum AGREEMENT made as of the Twenty Seventh day of December in the year 2018 ADDITIONS AND DELETIONS: (In words,indicate day,month and year.) The author of this document has BETWEEN the Owner: added information needed for Its completion.The author may also (Name;legal Status,address and other information) have revised the text of the original Albert and Lillian McCarthy AIA standard form.An Additions and Deletions Report that notes added 18 Giles Street Information as well as revisions to Methuen,MA 01844 the standard form text is available from the author and should be reviewed.A vertical line In the left Dana Berry&Debra Dejonker-Bevy(as Owners of Record) margin of this document Indicates 1990 Main Street where the author has added Barnstable,MA 02669 necessary Information and where the author has added to or deleted from the original AIA text. and the Contractor: This document has important legal (Nance,legal stalits,address and other ii jonnation) consequences.Consultation with an Cape Associates,Inc.Builders attorney is encouraged with respect to its completion or modification. P:O.Box 1858 North Eastham,MA 02651 The parties should complete 508-255-1770 A101 TM'-2017,Exhibit A,Insurance and Bonds,contemporaneously with for the following Project: this Agreement.AIA Document A20111-'-2017,General Conditions (Nance, location and detailed description} of the Contract for Construction,Is Berry Addition adopted in this document by reference.Do not use with other 1990 Main Street general conditions unless this Barnstable,MA 02668 document is modified. The Architect: (Name,legal status,address and other information) The Owner and Contractor agree as follows. AIA Document A101TM—2017.Copyright @ 1915,1918,1925,1937.1951,1958,1961,1963.1967.1974,1977,1987,1991,1997,2007 and 2017 by The 1 Init. American Institute of Architects.All rights reserved.WARNING:This AIA`e Document Is pr6tactad by U.S.Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIM;Document,or any portion of It;may result In severe civil and criminal penalties,and will be I prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 16:03:36 ET on 12/27/2018 under order No. 2218600679,which expires on 0212212019,and is not for resale. (MADA48) User Notes: I Y. Contractor's Detailed Estimate,dated 12/22/18,5 pages. This Agreement entered into as of the day and year first written above. OWNER(Signature) CONT ACTVin-e)Albert&Lillian McCarthy Dana Barry&Debra Richar M. ce President Deionker-Berty (Printed nanre and title) (Printed name and title) A C-CALl-H Y r j �oVu ACOwntY . Din► 6 rya-c�-y . J) t jLA DCJ a IkA r..e*.-B61L L7 Init AIA Document A101'°-2017,Copy9ght©1915,1918,1925.1937.1951,1958,1961,'1963.1967,1974,1977.1987,1891.1997,2007and 2017 by The American Institute of Architects.All rl hts reserved.WARNING:This AlAs Document Is protected by U,S.copyright law and International Trestles. S Unauthorized reproduction ondistribution of this AlA6 Document,or any portlon of It,may result in severe civil antl;drlminal penalties, will.by 1 prosecuted to the maximum exlent possible under the law.This document was produced by AIA software at 16:03:36 ET on 12/2712018 under Order No. 2218600679'which expires on 02/2212019,and is not for resale. (3B9ADA48) User Notes: CAPEASS-01 ZHELLWIG DATE(MMIDDNYYY) CERTIFICATE OF LIABILITY INSURANCE 01/02/2019 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(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). PRODUCER NA COME:NTACT Rogers&Gray Insurance Agency,Inc. HONE Ezq:(800)553-1801 FAX,No):(877)816-2156 434 Rte 134 South Dennis,MA 02660 ADD DRIE§S:mail@rogersgray.com INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:Arbella Protection Insurance Company, Inc. 41360 INSURED INSURER B:New Hampshire Employers Insurance Com an 13083 Cape Associates,Inc. INSURER C: P.O.Box 1858 INSURER D: North Eastham,MA 02651 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 LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER IMMIDDIYYYYI LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR 8500066794 01/01/2019 01/0112020 DAMAGETORENTED 300,000 MISES 4ycurren J_ S MED EXP(Any one arson S 15,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY[X]jpp ECT- ❑LOC PRODUCTS-COMPIOPAGG S 2,000,000 OTHER: S ED A AUTOMOBILE LIABILITY (Ea ac tlen SINGLE LIMIT S 1,000,000 ANY AUTO 1020060911 01/01/2019 01/01/2020 BODILY INJURY(Perperson) $ OWNED SCHEDULED AUTOS ONLY Ix AUTOS p BODILY INJURY Per accident $ X AUTOS ONLY AUTOS ONLY PeOr acEclLe, AMAGE S S A X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 7,000,000 EXCESSLIAa CLAIMS-MADE 4600066798 01/01/2019 01/01/2020 AGGREGATE $ 7,000,000 DED I X IRETENTION$ 10,000 $ B WORKERS COMPENSATION STATUTE ERH _ AND EMPLOYERS'LIAB I LITY YIN ECC60040009182019A 01/01/2019 01/01/2020 500,000 ANY PROPRIETORIPARTNERIEXECUTIVE N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD t Commonwealth of Massachusetts W Division of Professional Licensure Board of Building Regulations and Standards Construction,Supervisor 1 & 2 Family CSFA-071165 Expires: 12/20/2019 i CHARLES R CROVO y 46 HATHAWAY RD. OSTERVILLE MA 02666 a Commissioner r Office of Consumer Affairs and Business Regulation One Ashburton Place - Suite 1301 Boston, Massachusetts 02108 Horne Improvement Contractor Registration Type: Corporation CAPE ASSOCIATES, INC. Registration: 100110 PO BOX 1858, Expiration: 06/08/2020 N.EASTHAM,MA 02651 Update Address and Return Card. SCA 1 0 20M-05/1�77 r`.�/re V'i+7�[9�[aN[i+BCeII/t C��llidJf7C✓/udCIIA Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for Individual use only TYPE:Corporation before the expiration date. If found return to: Registration Expiration Office of Consumer Affairs and Business Regulation 100110 06/08/2020 One Ashburton Place-Suite 1301 CAPE ASSOCIATES,INC. Boston,MA 02108 MATTHEW H.COLE `2 CGQ --- 345 MASSASOIT RD U EASTHAM,MA 02642 Undersecretary of valid without signature BOOKA�PAGE E� I HEREBY CERTIFY THAT I NAVE CONFORMED I HEREBY CERTIFY THAT THE PROPERTY `os RTTH RULES A D REGULATIONS OF THE LINES SHOWN ON THIS PLAN ARE THE z, RE I T S OF E S IN PREPARING THIS PL411. LINES DIVIDING EXISTING OVERSHIPS, AND'c, z• a HAAYSTHE ARE THOSE OF PUBLIC OF THE STREOR PRIVATE o AND DATE'3'72'l� STREETS OR WAYS ALREADY ESTABLISHED, �^ AEG&&W MD S VEYOR ANO'THAT NO NEW LINES FOR THE DIVISION OF EXISTING OWNERSHIPS OR FOR NEW WAS a� ARE SHORT. i I 'A Sq�gE� I DATZ,'J'X2'13 y{AI)' Z&V"mil 217-050-1 REGISTERED LAND UR ZYOR �+ . - L y4' SEE PLAN i 2A IYANOUGH BK. 290, PG. 24 217-049 ROAD- & BK. 382, PG. 36 I ; SEE PLAN LOCUS/S SHOWN ON THE BARNSTABLE I _ BK. 267, PG. 47 FOR REGISTRY USE ATLAS AS PARCEL 015 ON SHEET 217.. •"- 11ROPi.'R7'Y LIAW I'f:R I PLAA'IM. 267, PC.. •17 I � PROPERTY LINE PER � PLAN DK 382• PC. 36 I o T6'a240'E I - 1 NN � o • 46.86' �I a N g7.32 144.tT m v w - I o _ lb� 2127-017 W I. MD. FL ` J DECK Zq � 2 STO Y V I in DW&G e C Y ; BRICK M CD O F CONC STEPS �n SEE PLAN GS WALK R BK 220, PG. 105 1 i ®J0J3/2 i o -" N o r 0.05' PAVED y I PARKING �, o m V J . b H lZ a 2: I 217-015 1 A= 54,267 SQ. FT-i I =1.246 AC.z& o SM. 2127-016 �> I p i £ND. N `� 2 flol3 1 N 0 DRAINAGE EASEMENT e o \ AT OR NEAR'STA. 200t06 of SEE BK 420, PG $81 ' & PLAN BK 15, PC. 7-F2, H DWALL MHB FND. 1i ,1 (CENTER OF `- BACK OSED) 60.85' A'00'.�20• 159.94'- N - -- - STREET pUT 199.09' ---O.17' -:7`� ,�� MAIN yyAy LAy -- - - -�5 eo79p0_1910 STATE VARIABLE WIDTH) —s 82'37'i2' (PUBLIC y SIDEWALK 40"F' Y- A'84 10 1 - 10&05' , 10:6� OF PLAN OF LAND .1419 C M WEST BARNSTABLE NIIALAY MADE F'OR No.187180 pFol„e D41VA A, BERRY GRAPHIC SCALE 3 22.13 DEBRA A DFJ®NA FR BERR Y Fm ■DRILL HOLE IN CONCRETE MONUMENT FOUND UNLESS OTHERK7SE INDICATED SCALE- 1"30' MARCH 21. 2013 ni eeer) SLADE ASSOCIATES IM, REGISTERED LAND SURVEYORS t inch a 30 it. •DRILL MOLE IN STONE WALL FND. 10 PINE POINT RD.. WELLPLEET, MA 02667 PLAN�72013-29 r BOOK 6 PAGE 71 E I HEREBY CERTIFY THAT 1 HAVE CONFORMED 1 HEREBY CERTIFY THAT THE PROPERTY 5 87TH j1F,RM S AyD REGULATIONS OF THE LINES SHOWN ON THIS PLAN ARE THE z RE I T l7S OF E S IN PREPARING THIS PLAN. LINES DIVIDING EXISTING OWNERSHIPS, > s AND THE LINE'S OF THE STREETS AND N o DAT63-&-a WAYS ARE THOSE OF PUBLIC OR PRIVATE STREETS OR WAYS ALREADY ESTABLISHED,REOISMEZI LAND S VEYOR AND•THAT NO NEF LINES FOR THE DIVISION OF EXISTING OWNERSHIPS OR FOR NEW WAYS ARE SHOWN. r $T WEET 3 )dAi� DATE. REGISTERED LAND UR 217-050-1 YOR 1 ' SEE PLAN t 2A p IYANOUGH BK. 290, PC. 24 217-049 ' ROAD' & I . BK. 382, PC. 35 ; SEE PLAN LOCUS IS SHOWN ON THE BARNSTA8IE 1 BK. 267 PC 47 FOR REGISTRY USE ATLAS AS PARCEL 015 ON SHEET 217, _ - PROPERTY LIAAl PF,R I PIMA'1Nf. 267, PC. 47 I � PROPERTY LINE.PER - MAN OK 382 PG. 36 o / � NNy6•a2�0'E \ _ o � _ a6.85• �I m Ny gT,32 144.t7 w ZND, FL Y'A 2127-017 W DECK 'O T. Z° Q h 2 STO Y �j I y HD. FR V yBRICK M C3 yO CONC. STEPS �� SEE PLAN O C7`L I WALK BK 220, PG. 105 tL is ` b 1 ®iol3/2 0 .a o r" 0.05, oC PAVED Y y PARIO 1,NC No n m N ! 217-015 1 A= 54,287 SQ. FT - 2 j =1.246 AC.t 1 SIN. 2127-016 — 2 ? a 1101311 any w c ` V DRAINAGE EASEMENT `\ AT OR NEAR"SM. 200+08 M SEE BK 420. PG. 581 I & PLAN BK 15, PG. 7-12. 1 CONC. HEADWALL M.H.B. END. ' (CENTER OF BACK USED) 60.65' `• o j- L 20'E STREET _ \99.09 0.,7 7�;-w ArAI ST REET LAYOUT � - _ WA Y = =- - �s ep2g00 STATE WIDTN) SDAVZO �__--�.rS -.._1(pUBLIC - VARIABLE 50: PLAN OF LAND 181. OF IN CNIM WEST BARNSTABLE LAY MADE F'O P2 No,28718 Fo/ATE ' IDAIVA Al BERRY GRAPHIC SCALE (✓ 3 22 13 IID71EBR A A p ONAFR I�IE11 R Y ■DRILL HOLE IN CONCRETE MONUMENT (1N FEET) FOUND UNLESS OTHERWISE INDICATED SCALE 1"30' MARCH 21, 2013 SLADE ASSOCIATES INC, REGISTERED LAND SURVEYORS I Ines a 30 tt •DRILL HOLE 1N STONE WALL FND. 10 PINE POINT RD., WELLFLEET, MA 02667 • PLAN g2011-29 . • ) C� yy� 1 \ •1 C�c C�01 �-�o u c 1 ��, sec►� � i l � „ are Barnstable Bld YYI� Dept. S�c a ZGAC00 M ' r601 APPI'oved by: . F a� 3 � Permit C. C s/Ay Ljq, � SMOKE DETECTORS REVIEWED QA N;�TABLE UILDING DEPT. 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Cl X Z n �s"j, -Nz,D a L a � o CD z oc 1 vzo teo O ND Am Rrn: z rn c _ X Q - 3 _ a ZO a � n 8QZn zN r w sz:N 7 Na � D �mZN a p Xz QQ11 0 p < �ZSI 4N rn� x -A D.. . zz .n KS _ , Cape Associates,Inc.2019 m E m y o y Berry-McCarthy Addition � A l O 0 � I s C. Building Section 1990 Main St Cape Associates,Inc. y I BW DERS r, um 0 ' z West Barnstable,MA PROPUaYMMAGUABrr p SUMCES 9 rANM j , _ , . , , � / ��_ ^�, �����ne . ~^ ' y`O�������no,-C -0 CME 530 .2.14.1)� [� .� Check Compliance 1.1 SCOPE ...................................... ---11Omph Wind Speed ---------------------- 8 WindExposure Category.................................................................. ............................................................. 1.3APPLCAB|LITY / 2a�hou _--- Number nf8�hnu --------------------', ':^,---------_____ ��� Roof P8ch ------------------------' ______� MeonRuoHa�hd --------------------'(`�2)Roof Height (F�3) -� -_-- 8uUd�gV�d�.VV--------------------- --��----' ---� 8uUd�QLeng�. L. ---------------V�Q3>------------. --_- -�� (Fig --__________ ____ Aspect ---'------------ ---� R G�^ � Building~ ' ' '"="�"2 (F�4> ---'�z��-= NomimdHe�hufToUeoOr~..� ----��------- -----_-_____ � 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2'1 FOUNDATION Foundation Walls meeting requirements of78OCIVIR54O41 . � ___________�____�___ Cnnuna�----�'------�'-----'��----' ' � ConcreteMasonry .................................................................... ................................................................ 22ANCHORAGE TOFOUNDAT�NW `� � 5/8 Anchor Bolts imbedded or50^ Proprietary Mechanical Anchors alternative /n concrete only" ounSpodno-general ---------'.----(Table 4)--------- Z���- --- BoUGpadnQfuonend��ntofp�� ----' -'--'(F�5)------------����.x`. ^" - `2 Bolt Embedment-concrete.........................................(Fig 5q......-_-_______ Bolt Embedment masonry ----'�`�5}-----------_--' -- ,.. = ,' `- --------- �3^x3^x%r �~^----- ' V�Q5} ----------� ---' P��VVoshe -----------__________ _____� 3'1 FLOORS spans �er78OCK8RChop�, ---------- F�urf�m�gmem�aopa -� --------' �}%�e12orU2urV�2 | Kxa�mumFbmrOpening D�mn�on-----------'(`�O)..........................�~�-, Wall Open�go�as*mn�fmmEmehorVVoU ��s)---------_-__. Full � Maximum Floor Joist Setbacks _ � �d Supporting Loodbeo�ngVVoUsorShoanwaU-----.(F�7)-----------------� Maximum Cantilevered Floor Joists -- M �d SupporUngLoadbaahngVVa\�orSheonwaU-----.(F�8)---------__- Floor Bracing --------------'�ig90----_---_--___--_______ --� � 7OOC�RChu�er��-----� F�orSheo�ingType ------------------'�(per 70OCK8 --__ F�nrShen�ingTh�kneso ---�-------------. -' -'--- - odga/ F�orSheo�ingFas�n�g----------------',".e+_^_, __. _ ___ ' 4.1 WALLS Wall �u �iD � y1� ' y�g1Oan�Tobe��---------~__ Loodbeohng*mxy ----------------' � ��J -- (Fig --'. --- � | N��LoadbaohngwmU»---------------- ------ /L i��� � ^O.C. | V`� 1OondTob���------��_ - �* Wall Stud ------------------' � y� � ~ V�ga7&O>--------------'-�_ VVaUS��Oooe� ------------------� 4.2 EXTE0ORVVALLS' Wood Studs (Table � � _~_ in. Loodbeohngmm\|u------------------ -� in . �ab�5) 2 � �^ hnQ « 4 _-_-_-- . � Non-Loadbea i Gable End Wall Bracing'��End�oUS�dn r� /w ------------------ - --- ruoH fteW/3 vvor Attic Floor Length................................................ j ��C����»*«« used) -----'U�Q1 }------------- ~ --- � ---- Gypsum Ceiling Length (if WSP not 't;nuous Lateral Brace @ 8 ft. uc. ' (Fig 11).............................. .............................. ' ' ----`�.� �� ��- ����a�.------------------'�*�� } ---- . . '� - ~ / -^��� . � 4P�jc COD 6F C e V1 Loadbearing Wall Connections Lateral (no.of endnailed 16d common nails)........ .....(Table 7)............................................... ........ 7, Non-Loadbeafing Wall Connections _Z_ Lateral (no.of endnailed 16d common nails)...............(Table 8)........................................................ - — Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ............I...........................................(Table 9)..................................—ft—in. :5 11' — SillPlate Spans ........................................................(Table 9)..................................—ft—in. 5 11' — Full Height Studs (no. of studs)...................................(Table 9)........................................................— Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9)..................................—ft—in. s 12' — SillPlate Spans...........................................................(Table 9)..................................—ft—in. 5 12" — Full Height Studs(no.of studs)....................................(Table 9)........................................................— Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 S-f Minimum Building Dimension,W . 2 — -e 6'8" Nominal Height of Tallest Opening ............................................................................6 6 - SheathingType..............................................(note 4)...................................................... vv�f Edge Nail Spacing.........................................(Table 10 or note 4 if less)......................... 3 i n. FieldNail Spacing..........................................(Table 10)................................................. Shear Connection(no.of 16d common nails)(Table 10).................................. ....... -2j % Percent Full-Height Sheathing......... .............(Table 10).................................................... '_ ,6 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts)....................... Maximum Building Dimension, L . 2 -= IS z-1 1 :5 6'8" Nominal Height of Tallest Opening .......................................................................�L SheathingType..............................................(note 4)............................................... ...... Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ in. FieldNail Spacing............... ..........................(Table 11).................................................12 Shear Connection(no.of 16d common nails)(Table 11)....................................................... Percent Full-Height Sheathing.......................(Table 11)...................................................?1L% .t 6 5%Additional Sheathing for Wall with Opening >6'8"(Design Concepts)....I................. Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ 5.1 ROOFS Roof framing member spans checked? .......................(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang ................................................... (Figure 19).......... ft s smaller of 2' or U3 Truss or Rafter Connections at Loadbearing Walls 5mw Proprietary Connectors Uplift................................................(Table 12)............................................U� Lateral.............................................(Table 12).....................:.......................L= Shear...............................................(Table 12)............................................S= Ridge�Strap Connections, if collar ties not used per page 21..... (Table 13)..............................T= Gable Rake Ouflooker......................................... (Figure 20)............ ft s smaller of 2' or U2 Truss or Rafter Connections at Non-Loadbearing Walls T_ Proprietary Connectors lb. Uplift................................................(Table 14)................... lb. Lateral (no.of 16d common nails)...(Table 14)......................... ......... . L Roof Sheathing Type...................................................(per 780 CIVIR Chapters 58 n�'59).................. in 2:7/16"YVSP Roof Sheathing Thickness........................................... .................... .7 (T P77 able 2 ... .... Roof Sheathing Fastening ........................................... ).-Wd-0 Notes: 1. This checklist must be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CIVIR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not require�d per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure-17 e. Corner Stud Hold Downs per Figure 18a 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness. pressure treated#2-grade. IWO 3 13 0 FESSI 1 8d �t�� vJSP ��ta • � i t I ' INS�Rt�FiDtR't�, tD�� I . I I i �f��irJ�lN C� �DN11t3 G � I I d�>✓�1h r (lP !A> `L�r 7yt7 to i S1a ' � 8 i m all . -- _ - - - --V -vT ,it mig, S P ATTACHMENT RIOT 'fo SGAL E - - T-OR VERT. mo Ao m Z. hno'co mw NOTES: Wood Structural Panels shall be mininntm thickness of 7/16-and be installed as follows: i. Panels shall be installed with s.,r ngrh axis parallel to studs. ii. All horizontal joindshall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top memberpf the double top plate. iv. On two story construction,upper panels shall be attached to the top mernber of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower pa:.el shall be made to band joist and lower attachment made to lowest plate at first floor framing- Y. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment I' - j i�i i�i I•� I � i � I I'•' �'' !'� 4 i 1 c' I I.F i• i I WOOD s't`RocToiL,14I. mkmu VIgP eAfAT4time WSP ATTACHMENT Nol 10 SGAI.L 409. 1 G L ®R 1ZQWTAL A,TTAg CH M BNT GENERAL NOTES AND MATERIAL SPECIFICATIONS: R '( estdential IRC Construction) SK-1 FOUNDATIONS I.All workmanship to conform to the requirements of the ylassachusetts State Building Code, latest edition. 2. For site location and grading information,see Site Plan, by others. 3. Assumed net allowable soil bearing capacity;q=3000 psf, for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength, Pc=3000'psi,3/4"aggregate,.designed per American Concrete Institute Code, latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min.5/8"diameter, etc.). 12" long,w/2-1/2"hook spaced per Code Checklist,or in concrete piers w/Simpson ABU-series base; SPACED 2'o/c for slab-on-grade construction(i.e.Garage, Basement walkout. b.) All walls to have min.244 top horizontal,2"clear,to prevent shrinkage cracks c.) All walls longer than 25' shall have vertical'cont ro)joint with waterstopping between wall FRAMING joint. FRAMING 1.All workmanship to conform to the requirements of the Massachusetts State Building Code;latest edition. 2. Structural Design Loads Dead Loads:Actual Weight of Building Components Live Loads:Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=40 psf Wind Load : Criteria used for 110 MPH. Exposure B or C as noted per plans 3. Structural Steel- (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams: use E70xx electrodes. Alternatively,field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.Timber Framing: a.All new timber framing:Spruce-Pine-Fir No.2 with Fb=1000psi, E=1,300,000 psi;or better. b.Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c. Laminated Veneer Lumber:All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi, E=1,900 ksi, Fv=285 psi,Fc_per=750 psi. Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9F ES with Fb=2900 psi, E=1,900 ksi, Fv=285 psi,Fc_per-750 psi, Fc_par--2900 psi. Vote that Microllam and Parallam may be used interchangeably. I. Deflection Criteria: L/480 Live Load, L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for a 5.Metal Connectors: pproval prior to materials purchasing. As manufactured by Simpson Strong-Tie Co.shall he handled and installed per manufacturer requirements,with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 16"o/c: Rafter to Ridge Plate: Collar ties min. I x6 a 16"o/c at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 4`o/c: CS-1411-48"centered at band joist t 6.Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise. Bolt holes in wood shall be 1/32" larger than bolt diameter. Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion of job. 7. Blocking: a.Blocking shall be solid blocking,2x minimum,and full depth of member. b. Stud Walls:provide blocking at 8'-0"o/c,maximum height. Comers to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-I0d toenails ea.end,or 2-16d end-nails ea. End d. New Framing:Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges;attach plywood edges to this blocking 8.Nailing Schedule: v All nailing shall be in accordance with the WFCM Table 3.1 unless noted herein specifically. Multiple Studs 16d C 12"staggered a.All nails shall be common wire nails. b.Sub-bore where;nails tend to split wood. 9. Headers less than 4'-0", use 2-2x6;all others per MA State Building Code. . � , �+� ,�b Q�y, ^�^ ^\ Perr /-`~r,~:` ' ~°/~' �- ^' / "'"-~7'/ �� ` D� +�^ y`Ol� �����I7��� (�Q �������.Z.!.�)' - �� �� Check Compliance 11 SCOPE' 110 mph Wind�p�op gust) ..-----------' ----------- --' __-- B __-- VWndExposure Category.................................................................. .......................................... 1.2 APPLICABILITY / stories 5 2�ohao -_-- NumberofS�hon --------------------', �~/ --------'`_�__ ��� RnoPdcU ------------------------' _-_-_�� ~,� . ��� Mean Roof _____����� _ � (F�3) -' ---' 8uUd�gV�d�.VV--------------------- ---___' --��� BuUd�gLenQ�.L. ---------------(�g3)- ----------- -�� /A---------------' ' ---� Building ~ ' Aspect Ratio- ' ) ��g4) ----�zzs��"" ---' ! Nomim�H�gh\ofTaUaoDpanmg' ----------- -----------' 1.3 FRAMING CONNECTIONS | General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of780CKAR54O41 Cunon» _______________ �-----------------------_�_..___________________ Cunon�eMasonry ---------------------- . 2� A0�H�R��E�� FOUNDAT%�N`� 50^Anchor Bolts imbedded or5/8^Proprietary Mechanical Anchors alternative m concrete only oonGpa�nQ-gonone\ --------------�'""'"°/----------. ��ti - ---' Bolt from d4o�tofp�� ----' ----.(Figo)------------.u���'"'� =" - '~ ----~ o�ga V`�5) -------- - --- BobEmbedmen -non -------------' --____ (Fig -------' - "`� = '^ ---- Bo�Embedment-moson�-------------' _______ _��rx3,x�� P��VVauhe --------_____________y�g5>_______________ 31 FLOORSFloor framing member spans checked (per 78OCKARChapter ---------- -__- Maximum Floor O �QDimans�n-----------'r'y"/--------'�~�_-- - - -- - �/2 _--- FuUHo�|tvVaU ,--Studs sx Floor Openings less than 2'from Exterior Wall (Fig 5)........................................ maximum Floor Joist Setbacks _ � �� SupportingLoodbna�ngVVa|�mSheonwa||-----.<F�7>----------_------� Maximum Cantilevered Floor Joists _ � �� Supp��ngLoodbeahngVVoUsorSheanwaU-----.(F�8)-----_--___-_____� Floor Bracing --------------'(�Q9)---------------`------- ---- �� ' --� �e 7B0CK�RCho�er�A-----� Floor Sheathing --'-------------'~~ Floor Sheathing Thickness .................................................(per .-_ --��'___� �' � / Floor Shoa�ingFas��ng----------------'�ab�2)'_u_.naUu��_& medge 1& mfield _--_ 4.1 WALLS VVaU Height woUo -----'�� 1OandTobo --------�4D ft � 1� L0000ean"y ------------- OandTab� � ��I '' 0�Q1 �� ___� N��LoodbeahnQwmUo---------------- "�� '~~~ ------ /L i��� . ^nu V�g1DondTob�5)------1+z_- �* - ---' Wall Stud ------------------' 8 �d . ��o7&8>--------------'-�- ---- VVoU ���unse� ------------------' 4.2 EXTER|ORmuunS` Wood Studs Loadboa -- in | hnQwmUs------------------'(Table ----------x^_�� in. | Non- �___________-----�abo5>----------�«-QL�g�«-x�� � ---- Gable End Wall Bracing' FuUHn�hEndwo|S�dn--------------'<F� 1[�-----------------�_.___ _ �� 11) -' '`e,°^ --- VVSPA�cF�oLong� ------ _____________ nvu ---------- (Fig ' �cU�VV ``~ Attic Floor �^^ (if �� 11) ------------'f�L�� --_' Gypsum Ceiling Length """" ------� - 2 x 4 Continuous Lateral Brace @8 ft. o,c. ' (Fig 11).............................. .............................. _ �� ���' ALL =' �� c�� ��_���-���.--�yv °-� .... ' ---- � ____. a.................................................. --'�=� / /�� --- �, �� -~~ /��./ 7� � | ' � � � , (�- �J� . ''�� /��D ��\ � 1�-i� _- � / ^ . ' ' - Loadbearing Wall Connections Non-Loadbeaeing Wall Connections -2- Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Exterior Wall Sheathing to Resist Uplift and Shear SimultaneousIV4 f 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... 5%Additional Sheathing for Wall with Opening >6'8" (Design Concepts).......... 6 Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ ---- | 5.1 ROOFS ' Roo hnminOmember spans checked? -------'(For Ra#emuse AVVCS YV nTuu. oneB8R8ebuho Roo Roof f Overhang ----------------- (Fk]uno1Q)---.k2~ fts smaller nf2' cxU3 Truss or Rafter Connections auLoadbearingWalls Proprietary Connectors Uplift---------------- 12)------------' u= Late�\---------------�ab� 12)------':------- Shear -----p�b� 12>--------------' ----------' T= ��^c���/��__ � Rid Strap Connections, �odmo�esm�used �r 21 ([ob�1a) . . ------. . Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors upou --------------`'"=~ '-/------1�-�------ - --~- --- -- L=___�� Lateral (no.of18d common naUo - ----.�------- RmfGheathingTypo-----------'l----.(per 78UCK4R Chapters 5o 59) ----' Ron Shea�inQTh�kneoo--------------. -----.n � � �� ' ---' R�fShoa�ingFodaning --------------.Pab�2)'���� A�'w^-.. ��/«zc�����f�e�+^ Notes: /. This 780 CK8R53U1.2.1.1 Item 1- If the checklist is met in its entirety then the following metal straps and hold downs are not raquir6d per the VVFCxx11O mph Guide: | a Steel Straps per Figure 5 � b 2O Gage E8ropoperF\gune11 - Uplift_ Straps. - ure 14 d. All Straps per Figure 17 e. CnmmrS�dH�dDowns per F�uve18a 2. Exception: Opening heights of upho8ft.shall ba permitted when 5&io added to the percent full-height sheathing requirements shown\n Tables 1U and 11. 3 ThaboMnmaiU��o\no�ehorwo\|oohoUbeominimum2in� nomino|\hicknaue. p�so neo�o*z��,eoe � IWO ~3 13 � 9 j I s l bd NnILy W5? �0152FL 00 1 � � ������`FlY• �►�N1b�t GYP.-�� ( j I I I r�ll � I li I I I tp MIN, PANF-L �0DrsE. vP VLP ATTACHMENT 0 40T To 5CGA1 E To% SI T• �,mb `Aomz. hmamwr NOTES: Wood Structural Panels shall be minirratm thickness of 7116"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints'shall occur over and be nailed to framing. iii. On single story construction,panels shall be Attached to bottom p!a=and top rnemberpf the double top plate. iv. On two story construction,upper panels shall be attached to the too member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower ataachment made to lowest plate at first floor framing. Y. HorizantaJ nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Pawl A echrnent oN �rRJ►t'�tWC-� o- I I- I ;�i � i• -c4 i k. i WOOD sluovOR-AL nhmsL W�gP gri��AT tN� WSP ATTACHMENT 907 TO SCGAI.L i G I GA L ®R IZQWTA►L i GENERAL NOTES AND MATERIAL SPECIFICATIONS: (Residential IRC Construction) SK-1 FOUNDATIONS I.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity;q=3000 psf, for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength, fc=3000 psi,3/4"aggregate;.designed per American Concrete Institute Code, latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min.5/8"diameter, 12" long, w/2-1/2"hook spaced per Code Checklist,or in concrete piers w/Simpson ABU-series base; SPACED 2'o/c for slab-on-grade construction(i.e.Garage,Basement walkout. etc.). b.) All walls to have min.294 top horizontal.2"c1tar,to prevent shrinkage cracks c.) All walls longer than 25' shall have vertical'controljoint with waterstopping between wall joint. FRAMING 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. Structural Design Loads' Dead Loads:Actual Weight of Building Components Live Loads:Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf - Decks and Balconies=40 psf Wind Load: Criteria used for 110 MPH Exposure B or C as noted per plans 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 9/16"diameter. 1/2"diameter;punched holes: b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams: use E70xx electrodes. Alternatively,field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.Timber Framing: a.All new timber framing:Spruce-Pine-Fir No.2 with Fb=I000psi, E=1,300,000 psi,or better. b. Pressure treated timber(P.T.): Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c.Laminated Veneer Lumber:All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi, Fv=285 psi,Fc_per=750 psi. Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9F ES with Fb=2900 psi,E=1,900 ksi, Fv=285 psi,Fc_per-750 psi, Fc_par--2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. Deflection Criteria: L/480 Live Load, L/360 Total Load 2. Optional: Provide shopdrawingsubmittal of engineered lumbers stems for a 5.Metal Connectors: g Y approval prior to materials purchasing. holes filled,with the size nail as specified by mfgr.or herein. As manufactured by Simpson Strong-Tie Co. shall he handled and installed per manufacturer requirements;with all nail a. Rafter to Ridge Beam: Simpson LSSU-series.or Simpson Straps over top of plywood.spaced 16"o/c: Rafter to Ridge Plate: Collar ties min. I x6 a 16"o/c at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 4'o/c: CS-14R-48"centered at band joist 6.Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise. Bolt holes in wood shall be 1/32" larger than bolt diameter. Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion ofjob. 7. Blocking: a. Blocking shall be solid blocking,2x minimum,and full depth of member. b.Stud Walls:provide blocking at 8'-0"o/c,maximum height. Corners to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. c. Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-10d toenails ea.end,or 2-16d end-nails ea. End d. New Framing:Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges;attach plywood edges to this blocking 8.Nailing Schedule: All nailing shall be in accordance with the WFCM Table 3.1 unless noted herein specifically. Multiple Studs 16d C 12"staggered a.All nails shall be common wire nails. b.Sub-bore where;nails tend to split wood. 9. Headers less than 4'-0", use 2-2x6;all others per MA State Building Code. � ' ►,� _ Town of Barnstable Building _ *-,,. Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept : .xxrrarrwete. � _ , NAB& Posted Until Final Inspection Has Been Made. 163P ,� Permit Ma+• Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-193 Applicant Name: charles crovoT Approvals Date Issued: 02/11/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 08/11/2019 Foundation: Location: 1990 MAIN ST./RTE 6A(W.BARN.),WEST Map/Lot: 217-01S Zoning District: RF Sheathing: Owner on Record: BERRY, DANA A&DEJONKER-BERRY, DEBRA Contractor Name` RICHARD M BRYANT Framing: 1 Address: 1990 MAIN STREET Contractor License: CS-082435 2 WEST BARNSTABLE, MA 02668 _I \ Est. Project Cost: $289,758.25 Chimney: Description: BUILD AN 850 SQ FT ADDITION TO MAIN HOUSE. BATHEROOM, �� Permit Fee: $ 1,562.77 LIVING ROOM, KITCHEN. REMOVE EXISTING DOOR AND FRAME TO i Insulation: Fee Paid:' $ 1,562.77 FRONT LEFT BEDROOM. ROOM TO BE USED AS AN OFFICE, J' 1 change of CSL on 3/13/2019 _ ,...�J Date: f 2/11/2019 Final: To Richard Bryant g Plumbin /Gas Project Review Req: Approved Plans must be on site for inspections `� Rough Plumbing: { 4\,,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. All work authorized by this permit shall conform to the approved application and the'approved construction documents for which this pprmit 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. a Electrical 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:" Service: 1.Foundation or Footing 2.Sheathing Inspection - _ Rough: 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 Final: �TNE Town of Barnstable Building Department Services ' sn MAS& E. ' Brian Florence,CBO , i6M Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us 1 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, Dana & Debra Delonker-Berry ,as Owner of the subject property hereby authorize Richard Bryant to act on my behalf, in all matters relative to work authorized by this building permit application for: 1990 Main St West Barnstable (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all.final inspections are performed and accepted. Signature d Owner Signa o plicant Dc e) gIC e py Richard Bryant Print Name Print Name 3-6-19 Date Q:FORMS:O WNERPERMISS IONPOOLS Rev:08/16/17 • a a .3 J,�� �SME Town of Barnstable V Building Department Services wy 4, • tARNsTAsm t Brian Florence,CBO 1699. Building Commissioner �M 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF CHANGE OF LICENSED CONSTRUCTION SUPERVISOR I, Dana & Debra Dejonker-Berry , owner of property located at 1990 Main St, West Barnstable , hereby certify that Charles Crovo is no longer Construction Supervisor listed on the application for the project under construction as authorized by building permit# B-19-193 , issued on February l lth, 2019 I understand that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. 3-- � PkOPE R DATE 4 Q:WP;FORMS;PROPERTYOWNERREMOVINGCONTRACTOR.DOC BU���liv� 'VAR Division of PirofessloGaliLfeensure oF�T TOVVIV and of Building.Fteguliati,a pis arvd S-6nd rds, . ot vii RII-CHARD M' Y 63 CRANBERRY LANK c Ili - omimissioner' ' - c� .Q N Town of Barnstable Building AS Post This Card So That it is Visible From`the Street-Approved Plans Must be Retained on Job and this Card Must be Kept BAP-AMAM Posted Uritil Final Inspection Has Been Made. Permit 1639• � Permit jljj Mo.+• Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been-made. Permit No. B-19-95 Applicant Name: Robert Bourque Approvals Date Issued: 01/15/2019 Current Use: Structure Permit Type: Building-Sheet Metal-Residential Expiration Date: 07/15/2019 Foundation: Location: 1990 MAIN ST./RTE 6A(W.BARN.),WEST r Map/Lot: 217-015 Zoning District: RF Sheathing: Owner on Record: BERRY,DANA A&DEJONKER-BERRY, DEBRA Contractor Name: ROBERT G BOURQUE Framing: 1 t �- Address: 1990 MAIN STREET Contractor License: 6435 2 WEST BARNSTABLE, MA 02668 Est. Project Cost: $6,000.00 Chimney: Description: SHEET METAL SUPPLY AND RETURN AIR DISTRIBUTION SYSTEM '_. Permit Fee: $85.00 Insulation: Fee Paid:` $85.00 Project Review Req: Documentation per 2015 IECC should lie on site for, Final: inspection and copy left with Owners Manual _ Date: 1/15/2019 Plumbing/Gas Rough Plumbing: \Building Official yy Final Plumbing: Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months 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. 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 b inspection e en duration o_e maintained open for public ition for the dtif the work until the completion of the same. -_ '�'- .- 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:l _. ` 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. Final: Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT f - Town,of Barnstable Regulatory'Services. Thomas F.Geiler,Director M`'H`.�'g Building Division 6 ►`� . Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax:"508-790-6230 . PERMIT# d'�0 1 ` (0 I . . FEE: $ SHED REGISTRATION 200 square feet or less PA�� Location of shed(address) Village Property owner's name Telephone number Size of She Map/Parcel# Signature Date Hyannis Main Street Waterfront Historic District? 0 Old King's Highway Historic District Commission jurisdiction? If-over 120 square feet,you must file with Old King's Highway NJ Conservation Commission(signature is required) =~ Sign off hours for Conservation 8:00-9:30 &3:30-4:30 -A :TH PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OFE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE'APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:05201 i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,ALL 02111 UV www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Address: 315 M pSsAsot-r City/State/Zip: M 0 24 S I Phone#: /")r?o Are fou an employer?Check the appropriate box: Type of project(required): 1. I am a employer with 100 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 g, ❑Demolition workingfor me in an capacity. employees and have workers' Y P tY• 9. ❑ Building addition [No workers' comp. insurance comp. insurance.t 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 I LF1 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑Other 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: 1 �/� L--- (� Policy#or Self-ins.Lic.#: fo(Jyy' (0J �601� �6)� Expiration Date: OkiL13 Job Site Address: / �` d INI N TF City/State/Zip: (S;t LgW;j AQa 14A Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration ate). 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 iiir4psurwice vera a verification. I do hereby certify unde t i d Ides of perjury that the information provided above is true and correct Sip-nature: Date: Z J Phone#: V'' —7 7 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#: 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 in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or 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 andjf necessary,supply sub-contractor(s)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 Officials Please be sure that the affidavit is complete and printed legibly. The Department.has provided a space at the bottom of the affidavit for you to fill out in the event the-Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple 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 burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax#617-727-7749 www.mass.gov/dia I Client#:43203 CAPEASS DATE(MMIDD/YYW) ACORDTM CERTIFICATE OF LIABILITY INSURANCE 1/22/2013 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). CONTACT Donna White PRODUCER NAME: Rogers&Gray Ins. -So. Dennis PA/CHONE No. o Ext A/C No)' 877-816-2156 434 Route 134 ADORIess: mail@rogersgray.com South Dennis, MA 02660-1601 INSURER(S)AFFORDING COVERAGE NAIC# 508 398-7980 INSURER A NGM Insurance Company 14788 INSURED INSURER B A.I.M. Mutual Insurance 33758 Cape Associates, Inc. INSURERC: P.0. Box 1858 INSURER D North Eastham, MA 02651 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MMIDD/YYYY MM/DD/YYYY A GENERAL LIABILITY MSO41163 1/01/2013 01/01/201 EACH OCCURRENCE $1 000 000 PREMISES Ea occur°nce $50 000 X COMMERCIAL GENERAL LIABILITY CLAIMS-MADE �OCCUR MED EXP(Any one person) $5 0O0 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 PRODUCTS-COMP/OPAGG $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: $ X POLICY PRO- LOC COMBINED SINGLE LIMIT A AUTOMOBILE LIABILITY M9041163 1/01/2013 01/01/201 Ea accident $1,000,000 BODILY INJURY(Per person) $ ANY AUTO ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS PROPERTY DAMAGE $ NON OWNED Per accident X HIRED AUTOS X AUTOS $ A �( UMBRELLA LIAB OCCUR CU041163 1/01/2013 01/01/201 EACH OCCURRENCE $SOOOOOO AGGREGATE $5 000 000 EXCESS LIAB CLAIMS-MADE DED X RETENTION$10000 WC STATU- OTH- B WORKERS COMPENSATION WMZ8006570012012 8/24/2012 08/24/2013 X AND EMPLOYERS'LIABILITY YIN E.L.EACH ACCIDENT s500 OOO ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N N/A E.L.DISEASE-EA EMPLOYEE $5OO 000 (Mandatory in NH) II yes,describe under E.L.DISEASE-POLICY LIMIT s500,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE ©198 -2010 ACORD CORPORATION.All rights reserved. n r•non 4 Innn nrp rpnictarpd marks of ACORD i Office of Consumer Affai and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement-Contractor Registration Registration: 100110 Type: Supplement Card Expiration: 6/9/2014 CAPE ASSOCIATES, INC. - RICHARD BRYANT 345 Massasoit Rd N. Eastham, MA 02651 Update Address and return card.Mark reason for change. Address El Renewal Ej Employment Lost Card 0PS-CA1 it 50M-04/04-G101216p ��ie -Varn��zorzcueal� o�✓�ao:Jac�ccQel�s Office of Consumer Affairs&Business Regulation License or registration valid for individul use only Vp OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation Registratiow, 100110 Type: 10 Park Plaza-Suite 5170 r Expirations=6%9%20.14_.., Supplement Card Boston,MA 0 16 CAPE ASSOCIATES .IN.C.= .. RICHARD BRYANT-` PO Box 1858 N.Eastham, MA 02651 -" Undersecretary Not lid without signature Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-082435 RICHARD M BRYANT 125 KETTLE HOLE RD EASTHAM MA 026�2 Expiration Commissioner 05/08/2014 I 0 z j� jr, "Kiings E[i District Committee Barnstable Old. ghway Historic 200 Main Street,Hyannis,MA 02601,TEL: 508-862-4787 Fax 508-862-4784 BARMARLJ4 APPLICATION, CERTIFICATE OF APPROPRIATENESS Application is hereby made,with five(5)complete sets,for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470,Acts and Resolves of Massachusetts, 1973,for proposed work as described below and on plans,drawings,or photographs accompanying this application for: Check all categoties that apply; 1. Buildiniz construction: El New El Addition El 2. Type of Building: El House El Garage/barn Shed El commercial 11 Other 3. Exterior Paintima, roo El fi ew roof El color/material change, of trim, siding,window, door' 4. Sign El'.New Sip El Existing Sign EfRepainting Existing Sign Structure: El Fence El Wall El Flagpole El Retaining wall El Tennis court El other 6. Pool El Swimming El Other man-made pool El Solar panels El other Type or Print Legibly: Date NOTE A H appfications must be signed by the current owner L.1 Owner(print): L&M i 0 A -,/)�-1-6�JKa- ]YRZY14el*ephone#: Address of Proposed Work: )Tq6 JAJ VWagek)P3- BAW Map Lot# 21/7 L,,91 Mailing Address(if different) Owner's Signature Description of Proposed Work: Give particulars of work to be done: &/�P A&J Agent or Contractor(print): 9,5,42�A7155- _L Alt— Telephone#: ISZ,95'—45r5 6jfT14P6X7 kty Address: 2oS -r) R A Contractor/Agent' signature: For committee use only. This Certificate is hereby AP"I"OVE D 7VDENEE 00, Date* Members signatures RECErVED MAR 2 0 2013 7 GRQWTH MANAGEMENT APPROVED APR 10 2013 Town of Barnstable Old King's Highway Committee Q.-lBoards and Commissions101d Kings HighwaylOKHApplicationslOKK 2011 Cerl Appropriateness.doc J" 4 MID 'g T -g OY��PRIATENESS'SPEC SHEET Maio' sq��i 5 co, le"'s Foundation Type: (Max. 12"exposed)(material-brick/cement other) Siding Type: Clapboard_ shingle other Material: red cedar white cedar other Color: Chimney Material: M LA Color: Roof Material: (make&style) Color: q(v,.Jl RoofPitch(s): (7/12minimum) s or new buildings, major additions) (pecify on plansf Window and door trim material: wood other material, specify Size of cornerboards size of casings(I X 4 min.) color Rakes Ist member 2d member IY3Depth of overhang Y.LAIA)& Window: (make/model) rn nal "114 color (Provide window schedule on planfor new bui 'ngs' major A ' 'ons) Window grills (please check all that apply_.- true divided lights_ exterior glued grills grills between glass removable interior None Door style and make: 4 7tU-C�n material F-1 B(S-�(A S.5 Color: W 9 17 Garage Door, Style Size of opening Material Color Shutter Type/Style/Material: t�1&- Color: Gutter Type/Material: 6dg�m)nLc� Color: j!�) Deck -material: wood-WA other material, specify Color. Skylight,type/make/model/: material Color: Size: Sign size: 4'6 _____Type/Materials� Color: RECEIVED Fence Type(max 6' Style 4,11A material: Color: MAR 2 0 7013' Retaining wall: Material: T d'Fa Lighting, freestanding -/,//n on building illuminating sign OT11ER INFORMATION: THE ATTACHED CHECK LIST MUST BE COMPLETED AND SUBMITTED Please provide samples of paint colors,manufacturers brochure of windows,doors,garage door,fences,Imp posts etc Signed: (plan prepar6r) Print Name APPROVED APR 0 2013 2 Q.-Waards and Commissions101d Kings HighwaylOKHApp.finafionslOKff 2011 Cert Appropriateness.doc Town ot Barnstable Old Kin way Co= Town of Bamstable Geographic Information System March 19,2013' 21704 #65 217650003 G+� 217052 21#494 #60, c� #40 217050004217474 #� #47 -277049 N t217050001 217019VW0 eta #46 ® #2040 217017 a #29 r 217018 p #2026 217060002 217054#2022 217016 01990 217016 #19N 217013 #1956 2UO36 #0 217614 #1�970 MA1�5T r gtE C A 216017 #2021 216078 216035 #ZOOS #1934 21603900W2,,,p. #1971 #1999 216040 2160390 11" 0 55 Feet #i95i #1955 DISCLAIMERS:This map Is for planning purposes only. II Is not adequate for tagal Map:217 Parcel:015 Selected Parcel boundary detertnbmUon ct regulatory Imarpretagon. Enlargements beyond a stele of Owner:BERRY,DANA A&DEJONKER- Total Assessed Value:5390300 V-10W may not meet established map accuracy standards.The parcel llnes on Nis map Owner. Acreage:1.30 acres Abutters " W E re a only graphk reprasentatlons of Assessors tax parcels. They are not true property 9 : boundaries and do not represent accurate relationships to ptryslcW features on the map Location:1990 MAIN SURTE 6A(W.BARN.) such as building locations. Buffer t dr P'l .. ......... 8CEIVED, ..... 1-M U 10 13. . ....... AR KAm�' IGA WAM N .......... ------ ............ (0 ell 7 .... ..... ... LL ...... ....... .......... ttj CD! J o ----------- ............ ........... ---------- lzt) ...... ........... ........... ............ ......... .. ..... -:- APPROVED ....... .......... APR- 1 o 2013 TOwn-W.BE rnstable Old Kipg%Highway 47 i C6mm ttee: If : i i i i I : i 1 I I ..1 .1 _ I r , i e i I ! I -I r i 1 I ' i i i i' : I : ! I I i 1 ' I I I I I f : : i 1 i .i.• i : .. . ......_.._.. _L. ._.. .. i : I I I I 1 i i i • : : I i , i i i I : I ' I •; r : : I t t I 1 , : i ApR10 I W�°t d �� mitt I i r , I i i I : i i I r : i o.. trj oj TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map jf - Parcel'- 1913 Application # 22 Health..Division = ' Date Issued Conservation Division_ Application Fee V Planning Dept. - Permit Fee Z Date Definitive Plan Approved by Planning Board' Historic - OKH Preservation/ Hyannis Project Street Address 1 g,91) //X/-y fl, - - Village 662kJ3� li Owner .9A/G59 � /2/ lG�l / ,% Address /�9/S /yoi��S/; /,�J y�'o/, Oi03 /fZ4. Telephone �S`D6-2lY 7235 Permit Request 21��l.4GE ltiy�pDv✓�� /4u),V% OGP.-, S L/b/ /Lt/UIgl�46 ✓zd Pvi�r�v�S Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay A, Project Valuation )10 v Construction Type. Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family .❑ Two Family ❑ Multi-Family(# units) ` Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes U No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new V Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove:,U Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑existing I?'new ze_ © Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ '- Commercial ❑Yes ❑ No If yes, site plan review# .�, r Current Use Proposed Use C:' APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 6V& A611 L. Telephone Number U- Address /?11), lddse� 1� License %02A'lSIASZd IX 2" 1) Home Improvement Contractor# J Worker's Compensation # AYeL Z6001 Hi d/ Z01 b ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 3 /�'// j r ` i FOR OFFICIAL USE ONLY I APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER ' I ? DATE OF INSPECTION: FOUNDATION r - FRAME I` d(o. vLk. z__z z r + INSULATION cv 12 c FIREPLACE ELECTRICAL: ROUGH FINAL - - PLUMBING: ROUGH FINAL ' GAS: ROUGH FINAL , G I -FINAL BUILDING �r 0�� �� 6 toA R � DATE CLOSED OUT ASSOCIATION PLAN NO. n The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 ivmv.massgov/din Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization&dividual)_ GAi°1f Aa S o L14 M�(, IV(-, Address: 0g 6,66X /6,S'8 City/State/Zip: /l•,1�A51h�i'-+ /�1�� Phone 4- Are you an employer:'Check the appropriate boa: T of project(required): ui 4. I am a general contractor and I Type e J ( e9 �= 1.�I am a employer with ❑ g 6_ �New construction employees(full andlor part-time).: have hired the subcontractors 2.❑ I am a sole proprietor,or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees TMese sub-contractors have g_ ❑Demolition working for me in any capacity. employees and have workers 9. Building addition [No workers'comp.insurance comp-insurance.l required-] 5. ❑ We.are a corporation and its ME]Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself[No workers'comp. right of exemption per MGL 12.❑Roofrepairs insurance required.]'s c. 152,§1(4),and we.have no employees_[No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 mast also fill out the section below showing their workers'compensation policy information- I Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors mast submit a new affidavit indicating such- ?Contractors that check this box must attached an additional sheet showing the name of the sub-comactars and state whether or not those entities have employees. If the subcontractors bare employees,they must pmride their workers'comp.policy number. I am an employer that is prmadirig nrorkers'compensation insurance for it v employees. Be6ty is the policy and job site information. Insurance Company Name: 6'-S4)1 /.dS. Policy#or Self-ins.Lit:.#: /f CC ZGU®/Fi 6 d/ZO/O Expiration Date: "Z V'// Job Site Address: /,P po AV IO S City/StatelZip: A.) 'JUV0_5%443Ld 4 '- Attach a copy of the workers'compensation polio 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$1,560.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine. of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do Hereby certify rid the poi s and penalties of pedtiry tit at the inf r m oation pror-zded abov h e is ue a►td correct Si t re: L. Date: Phone#: Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License h Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: I Client#:43203 CAP EASS �CO.RD_ CERTIFICATE OF LIABILITY INSURANCE 08/242010' PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Rogers&Gray Ins.-So. Dennis ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 434 Route 134 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 1601 South Dennis, MA 02660-1601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: National Grange Insurance Co. Cape Associates, Inc. INSURERB: A.I.M. Mutual Insurance P.O. BOX 1858 INSURER C: North Eastham, MA 02651 INSURERD: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRLTR NSUd R TYPE OF INSURANCE POLICY NUMBER PDATEYIYEIIWOO/YY ECTIVE POLICY MMID /YY EXPIRATION LIMITS A GENERAL LIABILITY MSO41163 01101/10 01/01/11 EACH OCCURRENCE S1 000 000 X COMMERCIAL GENERAL LIABILITY DPR"MIS GEES(Ea TO RENTED no S$O OOO CLAIMS MADE a OCCUR MED EXP Any one person) S$000 X PC Ded:250 PERSONAL&ACV INJURY S1000000 GENERAL AGGREGATE 52 000 000 GEN•L AGGREGATE LIMIT APPLIES PER: PRODUCTS•COMPIOP AGG S2 000,000 POLICY PRO LOG JECT A AUTOMOBILE LIABILITY M9041163 01/01/10 01/01/11' COMBINED SINGLE LIMIT ANY AUTO (Ea accident) S1,000,000 ALL OWNED AUTOS BODILY INJURY S (Per person) X SCHEDULED AUTOS X HIRED AUTOS BODILY INJURY (Per accident) S X NON-OWNED AUTOS X Drive Other Car PROPERTY DAMAGE (Per accident) S GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S ANY AUTO '- OTHER THAN EA ACC S AUTO ONLY: AGG S A EXCESSIUMBRELLA LIABILITY CU041163 01/01/10 01/01/11 EACH OCCURRENCE s3,000,000 X OCCUR CIAIMS MADE AGGREGATE s3,000,000 S DEDUCTIBLE S X RETENTION $10000 S B .WORKERS COMPENSATION AND MCC2000186012010 08/24/10 08/24/11 X V,RysTATU• OTH• EMPLOYERS'LIABILITY E.L.EACH ACCIDENT S500,000 ANY PROPRIETORIPARTNFRIEXFCUTIVE ' OFFICERIMEMBER EXCLUDED? E.L.DISEASE•EA EMPLOYEE S500,000 It yes,describe under SPECIAL PROVISIONS Delm E.L.DISEASE.POLICY LIMIT s500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OFTHE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL __UL DAYS WRITTEN 200 Main Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO 00 SO SHALL Hyannis, MA 02601 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE b ACORD 25(2001/08)1 of 2 #S561691MS6168 MEE O ACORD CORPORATION 1988 1HEr°``y Barnstable Old Kings Highway Historic District Committee 200 Main Street, Hyannis, MA 02601 JEL:, 508)862-4787 Fax 508-862-4784 MRNSTABM y MASS• q rF°'""t� APPLICATION, CERTIFICATE OF APPROPRIATENESS Application is hereby made,with four(4)complete sets,for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470,Acts and Resolves of Massachusetts, 1973,for proposed work as described below and on plans,drawings,or photographs accompanying this application for. Check all categories that apply; I. Building construction: ❑ New ❑ Addition IN Alteration 2. Type of Building: 9 House ❑ Garage/barn ❑ Shed ❑ Commercial ❑ Other 3. Exterior Painting, roof ❑ new roof IM color/material change, of trim, siding, window, door 4. Sign : ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign 5. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Retaining wall ❑ tennis court ❑ Other 6.. Pool ❑ swimming ❑ Other man-made pool Type or Print Legibly: Date: . Address of proposed work: House# 1,19,26) Street: /,,e r1 �, Village .0?/-AZ4( ,,60f Assessors Map Lot# ;7 Description of Proposed Work: Give particulars of work to be done: RJ3�044Q-g AU— APPROVED EB0 9 20fl 12AA"&Ae k- �« l J✓J1 Town of Barnstable JV 4 20015 SN1/064-_ ;eee Committee Way , g._eennt•.or Contractor(print): It) U— 9 j,,]i/5'r Telephone#: / 0 ?e C— 9 9 o Address: Contractor/Agent' signature: NOTE All applications must be signed by the c ent owner Owner(print): jgA/rQ Telephone#: Owners mailing address: �2,20 Sl. /.tJ ,(�sn/'c�rI�STi <'l�S z�, 0 za, % Owner's signature: For committee use only. This Certificate is her by O + DENIED Z1 ti I t\ ate Members signat re JAN202011 ny on ap ro TOWN OF BARNSTABLEH;S:;GR1r PRE + RVATION `f �� �l6114 � �� Oa, 4DA of .Q,k,�C, �C ��G�.-f Q. v0�n.�D�J� -�t`�v`� �E �GtV`i��t. '� ��c�,. 'u?,v._c�.a�►J . - - 1 Q:I GMD-Groups101d King;Highway10KH New AppIOKH Cert Appropriateness 07doc f Town of Barnstable Old King's Highway Regional Historic District Committee CERTIFICATE OF APPROPRIATENESS SPEC SHEET Please submit 4 copies Foundation Type: (Max. 18"exposed)(material-brick/cement,other) Siding Type material: Color. Chimney Material: Color: Roof Material: (make&style) Color: e,'o, Trim material Ay 4.%G/Y e!!�k/STIIU �Gy�/r�1 Color: A 2&10Qf Roof Pitch: (7/12 minimum) Window: (make/model)XaiJ„'i. .�GldQ material I.11A, Z color size(s): AJ 3 6 f A'a- j 6 2✓0 21 4610 s Door style and make: 7GS%AVIV.4fl ) material Color: Garage Door, Style IV1 aterial Color Shutter Type/Material: Al GColor: Gutter Type/Material: �V 2 0 201A Color: Decks: material N �7 Size Color: ��ToVvNIO BAT ION RnA Skylight tYPe/make/mode l/: Color: Size: Sign size: Type/Materials: Fence Type(max 6' ) Style . material: C81df FEBQ%j rut- Retaining wall: Material: --table Toa K 0 9,s H�9hwaY Lighting, freestanding on building ill�ru gn Please provide samples of paint colors and manufacturers brochure of style of windows,doors,garage door, fences,lamp posts etc ADDITIONAL INFORMATION: Signed: (plan preparer) print name A11U_ .(4./)9 tel.no. Location of application: /'y fQ . Street no. /V,,�s-2�'! Street Village /i, 2 Q:IGMD-Groups101d Kings HighwaylOKHHewApplOKHCenAppropriateness 07.doc w y kn q•. t a s '..� `_ . iI ram. .y ✓� �- s ` r `�, ,r•,. y4�, K. :�. yt M p• • ` � i � l F/I���. � ��- •J• Y - ♦,may I LandmarkTM-Designer-Residential-Roofing-CertainTeed Page 1 of 1 tQ SHRRE ; l5+ close 77 it _"��" 'i T13 V, # _ F '.tl� f t �., [. '# dim �+''� r•,n _^ ' 4y} Due to va tion i .90'_ Y ' ri seen here ay n actual P t co CertainTe d con ,' A Or jU la OVe IeW J � •�t � �p ��Y�.. L�'� �# � TTkTr. [ � •� MS7 ?�� y��9{L'C �t�J Lan ma ati a� r�. 4 Dura le,b Qr a Man ctu instal tion �, �rL , ,. , pC� C� � OdC� D JAN 2 0 2011 TOWN OF BARNSTABLE HISTORIC PRESERVATION http://www.certainteed.com/products/roofingtesidential/designer/308747 1/20/2011 Thera-Tru T' ors:2 Panel 1/2 Lite:5132 Page I of 2 IRL I N p� Door Details = Fiberglass Entry Door Systems: Smooth-Star About this entry door system This entry door system is available with different features. The table below breaks down the various product options by } size and available features. You should work with an authorized Therma-Tru dealer and/or your builder to determine'the best option for your home based on environment and region of the country. i i Door 2 Panel 1/2 Lite Style IDs Available Sizes Features _.................................................................................................. S132 2'10"x 6'8" 2'8"x 6'8" T&x 6'8" Get the look of fine painted wood and the - - - strength of steel with a front door from the Smooth-Star Entry Door Collection. It's an Finish Option: Paintable excellent value in a fiberglass entry door, made .of rugged compression-molded fiberglass with deep detailed panels.This design createsLIM beautiful shadows and contours on your door's surface. y This perfectly stylish yet rugged fiberglass front door resists the dents and dings from day-to-day Installation traffic, and will never rust or corrode. Instructions . ..............................................................................................................................................................................._-....-........... Where to buy D Click to locate an authorized JAN 2 0 2011 - - ' Therma-Tru dealer near you. TOWN OF BARNSTABLE HISTORIC PRESERVATION Internal Blinds Glass Internal Blinds Features Internal Blind Features: Internal blinds offer light control and privacy. Our Internal blinds also come with a built-in tilt feature. The glass used with our internal blinds, insulated clear glass, is tempered and double-paned. http://www.thermatru.com/products/doordetaii/styleiddetaf'aspx?quotesessionid=session-id-fl031b25-6fc8-4a8a-980f-fa3d105f... 11/11/2010 t u • _ DGC� C� JAN 2 0 2011 EXISTINCs EXISTINCx— TTOWN OF BARNSTABLE EXISTINCs — -- HISTORIC PRESERVATION ❑ ® NEW PROPOSED FRONT ELEVATION 01 WITH NO GRILLES om�® W FE8 � pie 8 ga�� may EXISTING �OdK�95Nt9e EXISTINGs _ O� GOO ®FIF bpi NEW pP� �Q PROPOSED FRONT ELEVATION M2 WITH NO CsRILLE ®J JOB ADDRESS DESIGN DATE REVISION DRAWN BT PEE WALE BUILDER Cl/1/J�1990 ` o G®� ✓B Des tgns BERRY RESIDENCE WINDOW REPLACEMENT OI-04-II • JB �w� CAPE ASSOCIATES 1990 MAIN STREET ,. as •At�. �•� n.�.•�„ .LL /5pB1494-9534 k "�. °: WEST BARNSTABLE MA $I _ �y � ...=tea ,�,ew m ��� ��� � _ ��•�«..�„.,,..: cl: 40 OF �J R•S. .r � o D JAN202011 - I LE TOWN OF BARNS-ro"' XISTINCs HISTORIC PRESERVATION APPROVE® FEB 0 9 2011 EXISTING LEFT ELEVATION WITH NO GRILLES Town of Barnstable Old Kings Highway Committee X15TINCz L+ � V IF— Y V •� EXISTING REAR ELEVATION WITH NO GRILLES EXISTING RIGHT ELEVATI6Wl1lITN0NO GRILLES p.' JOB ADDRESS DESIGN pp���// // /�J/ Jf �c �// DATE REVISION DRAWN BY PP.E SCALE BUILDER BERRY RESIDENCE (..,y(, w"I'amo 015vC= ma �a com J.8 Designs WINDOW REPLACEMENT OI-04-II « JB �oF� 14.4I " GAPE ASSOCIATES IggO MAIN STREET 43f 3534 WEST BARNSTABLE MA �I u _� a•_-.a* �.n* •�• y�• �_. �* _• �.��_ • a o i Project:Berry page Rich Cape Associates Location:Window Header , / Combination Roof And Floor Beam R [2009 International Building Code(2005 NDS)] 345 Massasoit Road (2)1.75 IN x 7.25 IN x 8.0 FT Eastham,MA 02642 Versa-Lam 3100 Fb-Boise Cascade Section Adequate By:9.0% StruCalc Version 8.0.101.0 2/18/2011 10:19:25 AM Controlling Factor.Deflection CAUTIONS 'Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.24 IN U396 Dead Load 0.12 in Total Load 0.37 IN U262 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 2340 lb 2340 lb Dead Load 1200 lb 1200 lb Total Load 3540 lb 3540 lb Bearing Length 1.35 in 1.35 in .BEAM DATA Center Span Length 8 ft - - - - -- Unbraced Length-Top 0 ft ee Roof Pitch 0 :12 Floor Duration Factor 1.00 Roof Duration Factor 1.15 Notch Depth 0.00 ROOF LOADING MATERIAL PROPERTIES Side 1 Side 2 Roof Live Load RLL= 25 psf 25 psf ed Versa-Lam 3100 Fb-Boise Cascade Roof Dead Load RDL= 15 psf 15 psf Base Values Ad"ust Bending Stress: Fb= 3100 psi Fb'= 3770 psi Roof Tributary Width RTW= 13 ft 0 ft Cd=1.15 CF=1.06 FLOOR LOADING Shear Stress: Fv= 285 psi Fv'= 328 psi Side 1 Side 2 Cd-1.15 Floor Live Load FLL= 40 psf 40 psf Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Floor Dead Load FDL= 15 psf 15 psf Comp.--to Grain: Fc---= 750 psi Fc- L'= 750 psi _Floor Tributary Width FTW= 6.5 ft 0 ft Controlling Moment: 7079 ft-lb L Wall Load WALL= 0 plf 4.0 ft from left support BEAM LOADING Created by combining all dead and live loads. Roof Uniform Live Load: wL-roof= 325 plf Controlling Shear: 3044 Ib Roof Uniform Dead Load: wD-roof= 195 plf At a distance d from support. Floor Uniform Live Load: wL-floor= 260 plf Created by combining all dead and live loads. Floor Uniform Dead Load: wD-floor= 98 plf Beam Self Weight: BSW= 7 plf Comparisons with required sections: Read Provided Combined Uniform Live Load: wL= 585 plf Section Modulus: 22.53 in3 30.66 in3 Combined Uniform Dead Load: wD= 300 plf Area(Shear): 13.93 in2 25.38 in2 Combined Uniform Total Load: wT= 885 plf Moment of Inertia(deflection): 101.92 in4 111.15 in4 Controlling Total Design Load: wT-cont= 885 plf Moment: 7079 ft-lb 9634 ft-lb Shear: 3044lb 55441b NOTES Project:Berry use Location:Window Header Rich / Combination Roof And Floor Beam i Cape Associates 345 Massasoit Road [2009 International Building Code(2005 NDS)] IC � (2)1.75 IN x 7.25 IN x 8.0 FT Eastham,MA 02642 Versa-Lam 3100 Fb<Boise Cascade Section Adequate By:9.0% StruCalc Version 8.0.101.0 2/18/2011 10:19:27 AM Controlling Factor.Deflection VMD DIAGRAM 4000 3W Ibs @ 0 ft 2000 Shear(Ibs) 0 -2000 -4000 J540 Ibs @ 8 ft 8000 7079 ftabs @ 4 ft 4000 i M ment(ftdb) i 0 -0000 1 -8000 -0.4 -0.2 D flection(in) 0 0.2 0.4 0.367in@oft i 8ft — _.�._._.._-.....�. ...no-. . OTI 60 J i VIuwcactttrietts-Dcpart{nent of Public 5:tfct" Board ot`Suildin�-,Re tua:uitl St:ti,ii::rds lation „ �_ ' Construction.Supervisor License _ License: CS 14985 - Restricted to: 00 • MICHAEL H COLE PO sox 1858 ` N EASTHAM,MA 02651 + • �`��� --xpiration: 2l21l2012 {�,mnn�ivnc� Tr--: 15349 - E ' Reid to: 00• 00- Unrestricted - 1G-1 2 Fstaiiy$omes .possess•a w went cdi Fullare to tion of the maspchweth smre Building Code t ' is cause for.*rmcatiun of this license.. der to_ www•Mnss.Gov1.DPS I wadwoea Ne. -eo1mqno4u,( Office oTConsl:tmer Affairs and . usiness Regulation 1.0 Pat.],,, Plaza. Suite 51.70 r_ Boston, Massachusetts 02l 1.6 T=Tome Improvement Contractor Registration '=l Registration: 100110 Type: Private Corporation Expiration: 6/9/2012 Trtt 297673 sr CAPE ASSOCIATES, INC. MICHAEL COLE ,�. PO Box 1858 t N. Eastham, MA 02651 Update Address and recur❑ card. Kirk reason for change. = Address Renewal Employment (_ lost Card nPS-CAI is SOM•04104•GIO1216 f ��� '(��rt�rro�ecurri�l�. n/,'..lltte�tec�tttalld UI'Iice of Consumer:\I'fArs.S lidsiness Regidaliml L:iccnsc or registration valid for individul use only ?'.f�l.; ,I;A HOME IMPROVEMENT CONTRACTOR before the expiration date. IT found return to: Registration: 100110 Type Office of Consumer Affairs and Business Regulation a��� yJ Expiration: 6/9/2012 Private Corporation t0 , 1'arl:Plaza-Suilc 5.170 ,,,•: ; Boston,NIA 02116 CAPE ASSOCIATES,INC. MICHAEL COLE 345 Massasoit Rd O u- ,Fh•.v___— _�_ u_ _._ ._.__...___,.__.�..,.__ N.Eastham,MA 02651 Uudcrsecrerary Not valid without signature r i BARNSPABUF. s 639. Town of Barnstable Regulatory Services Thomas F.Geiler,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, 04 N- 1-q lq�m�/ ,as Owner of the subject property hereby authorize G G//,g /� G, to act on my behalf, in all matters relative to work authorized by this building permit application for: AM) I'150,Ix ST (Address of Job) Signature of Owner Date Print Name If Property.Owner is a lying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\decollik\AppData\Local\MicrosoR\Windows\Temporary Intemet Files\Content.Outlook\DDV87AAZ\EXPPESS.doc Revised 072110 BAHJ STOLE MAa& 1639, TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION .19 cs TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for o permit according to the following information: Location ...LA L>..c:!fr.Hftss Proposed Use . Zoning District 1?..^...!^Fire District Name of Owner Address Qt. Name of Builder ...L'.-lVAW.fll^.A .1.2.o;;.icf/^•Address Nome of Architect Address Number of Rooms .Foundation Exierlor Roofing Floors Interior Heating //ffi.y /T-Plumbing .. Fireplace Approximate Cost Difinitive Plan Approved by Planning Board 19 Diagram of Lot and Building with Dimensions S^Y lC> • "Iv""{ f Sf^ /2.^ 6-/9 hereby agree to conform to all the Rules and Regulations of the Town of Barnstoble regarding the above construction. Q 'Rleker,Idnwood D« No Permit for storage sh^ •ma Location . Jterns Owner Type of Construction Plot Lot Permit Gronted 19 ^ Dote of Inspection 19 ^ Dote Completed 19 PERMIT REFUSED 19 Approved 19 ;;CAiNO KH i,-- -ij >'fAMILY RM;sio'mi'.s*:L:-'v^..Mi i4^2*ti4'.«»"{ r ;"V 9-iu«»^vi ii >i.:V.N3fi« i i'-.C'Kl' •'''f/l V.cligifZ-L.i^< |2c>*ci rsr-.^•i.2.,32'='- e-o-^/A/c. A&cM/rscJT 3t'-C'=P"j .•»22'-0' LLLni rh^ ML ZSiJ '• V BEDRM l2'.3*ilJ'-8" BCDRM tf-S'ilt* GARAGC 2»-7't2l'.2* A 36 fiwj.A>c,e "-48^ FIRST FLOOR eCO RM lO'id-Z C I C G^RM 11-4*1 (I Cjl-L <i so^ SECOND FLOOR •- Four Bedrooms-*in"3u-S«^T TOWN OF BARNSTABLE BUILDING INSPECTOR -c V\,oo s ^ APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION SgPt C TO THE INSPECTOR OF BUILDINGS: Ttremndersigned hereby applies for o permit according to the following information; Location ^.1^.. Proposed Use Zoning District Fire District .19,n Nome of Address ...^ Address Architect Address Number of Rooms ^Foundation .T?^..'rf/r?;.?r.D.....TT Exterior ^Roofing .^..?..M..fr..(,j Floors )iv.L??.^.!P.Interior . Heating f^.fr:..?:.^.'.Plumbing "Fireptece "Tr..7r.7T^.7^..^r7n777r....T Approximate Cost Difinitive Plan Approved by Planning Board 19 /i/or-' Diagram of Lot and Building with Dimensions /S'ot Nome of Builder Nome of loo: I 6.0 t M.A w /^*r ^ 'L t LOT'L ^,A A/^5 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstcble regarding the obove construction. Ricker,Ldnwood D, 0-5 No Permit for I 5j?igle family dvelling-gara^a [ifiW Location . V West Barnstable Owner Type of Construction Plot Lot Permit Granted 19^7 Date of Inspection /Vay-.^c» Dote Completed /.^."....^.STTl....19,^ PERMIT REFUSED .b:i.£-.);'..i....i.«.1.31^?.19 ^^.|^..^.,....(.M^.... Approved 19 \ jSyu fio V'f€-^ (2'<P/ if' 0"S^