Loading...
HomeMy WebLinkAbout0081 QUAIL LANE �i ��� .k . . l i� .� . 1. Town of Barnstable Building Post This�Card So That rt�s Uis�bleFrom fhe Street Approved Plans Must be Reta�ned�on Job and-this Card Must be Kept g • 1!►IWSI'ABd.E. "w*i:.,�, � �T` ��� t 4 ��$�. s :,x � 1� � 6 " PostedUntl Final tnspect�on Hates Been Made „ � F � 4 a °� VUhere a Certificate?of Occ nanc �s Re urred such Buldin shall Notbe„Occu pied until`a'F�n`allnspection hays been made Permit p.,� � ,...�5. g. �.,.,...,i, �..;:..� ... y,,,„�,; ..a..a�,...._,.x.. ' ai �..,...........,,.. .`e.,..<.3 Permit No. B-18-965 Applicant Name: EJ Jaxtimer Approvals Date Issued: 04/18/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration-Date: 10/18/2018 Foundation: Residential Map/Lot 287-108 Zoning District: RF-1 Sheathing: Location: 81 QUAIL LANE, HYANNIS x Contractor'Name %ERNESTJJAXTIMER Framing: 1 Owner on Record: DRISCOLL JANE Contractor.License CS 003251 2 Address: PO BOX 133 Est Protect Cost: $40,000.00 Chimney: HYANNIS PORT, MA 02647 �'` Pernit Fgee r : $254.00 Insulation: Description: Finish stairway to second floor using white oak treads hdApainted FeePaid v $254.00 risers. i . ' Date 4/18/2018 Final: cp � f Main Room- Install beadboard Thigh in Main room and stairway Install 2 1/4"white oak flooring with.3 coats offmist / Plumbing/Gas Bathroom -Add small closet in bath behind shower1nstalle3/8 underlayment and tile floor. Rough Plumbing: Building Official Project Review Req: GAME ROOM ONLY AS IDENTIFIED IN SUBMITTED PLANS: NOk �f`� Final Plumbing: SLEEPING. €. Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by`�this permit is commenced within six months after issuance. Final Gas: All work authorized by this permit shall conform to the approved application and theapproved construction documents;for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by laws a d codes. Electrical �` r �� . This permit shall be displayed in a location clearly visible from access street or-Toad and?khall be maintained open for public inspection for the entire duration of the work until the completion of the same. Service: The Certificate of Occupancy will not be issued until all applicable signatures by t�heB Idingantl Fir Offic als are provided on this permit. Rough: Minimum of Five Call Inspections Required for All Construction Work: Final' 1.Foundation or Footing 2.Sheathing Inspection Low Voltage Rough: 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 Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Health 7.Final Inspection before Occupancy Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: 01��i✓� C/'��rtc- Sir Date: April 5, 2018 To: Building File RE: Un-permitted work Address: 81 Quail Lane, Hyannis Originator: Jeff Contact: Complaint: Inspection of permitted work revealed un-permitted'work Enforcement Process Steps ® 1. Initiate local investigation: Jeff ® 2. Document/enter into system Yes ® 3. Contact ® 4. owner Jane Driscoll 5. Seek access to subject property 6. Seek administrative warrant(if necessary) NA 7. Notify state authorities of findings NA ® 8. Document conclusion OPEN 13 9.' Referred Property Property is developed with a CC style dwelling containing 4 bedrooms-3 baths(1950)on 0.8 acres located in the RF-1 zone. History- On Feb.27,2018,Jeff performed an inspection for permit#13-2012-04952 (2 car garage with unfinished 2"d floor). During this inspection he found the 2"d floor to be finished. The contractor was advised to obtain a permit ASAP. On April 3,2018,Jeff made a courtesy call to prompt the contractor.Subsequently, an application was submitted but the application and plans are not consistent with the work that was completed without the necessary permits. I � ' 04/03/2018 Email Update from Jeff: An outline of the services conducted at the above address: 1) February 27,2018 I conducted an inspection for permit 8-2012-04952(description reads construct new two car garage with unfinished second floor)and observed above the garage a second floor bedroom and a door directly at the base of the stairway leading to the second floor. 2) Spoke with the contractor for permit 8-2012-04952 (E.J.Jaxtimer)and explained to him the need for a building permit for the finished space above the garage. we also discussed the lack of a landing at the base of the stairway leading to the second floor finished space. He assured me he would be in to apply for a building permit promptly. The timing of this conversation was within a week after the inspection. 3) Spoke with the contractor again on April 3, 2018 and informed him a notice of violation would be sent out tomorrow if he did not submit an application. Town of Barnstable �-9-17 Uilding " � � x' '` "' „ " .' h er ** �`: �' � `�, p... :aye a ".. .• .a 2�• »c '° e' :..�. Post This Card So Thanitis Visible From�ihe°Stteet-uA coved:P..lans Must be>Retamed on Job and fhis Card;Must;,be Kept �BARN'3TABS.6. ,. iz�•�• + � '.•.,^�:� .> ';•. ' �•. ,`?,''�'�. s �' t Pp �. .. �. as z' '.: � a S' . •MAW Posted Where a Certificatee of Occupancy�s�Requ red,such�Bu�ldmg sF all Not be Occupied u a mal Inspection=has been made . Permit Permit N.O. I B-19-276 Applicant Name: Russell Cazeault Approvals Date Issued: 01/218/2019 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 07/28/2019 Foundation: Location: 81 QUAIL LANE, HYANNIS Map/Lot: 287-108 Zoning District: RF-1 Sheathing: Owner on Record: DRISCOLL,JANEContractor Narne s,. PAUL J.CAZEAULT&SONS INC. Framing: 1 4 qa Address: PO BOX 133 Contractor Lic nse. 103714 2 HYANNIS PORT, MA 02647 z EstProJect Cost: $ 15,075.00 Chimney: Description: Remove existing asphalt shingles on the entire roof, I]nstaIl:new � Per nit Fee: $76.88 asphalt shingles. . i Insulation: ( Fee Paid $76.88 Project.Review Req: z 3 � Date 1/28/2019 Final: )r `' Plumbing/Gas s Rough Plumbing: (u FtlBuilding Official Final Plumbing: Rough Gas: This permit shall be deemed abandoned and invalid unless the work author ed by this permit is commenced within six monthsafter 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 avid codes. This permit shall be displayed in a location clearly visible from access street or road' d shall be maintained open for pub inspection for the entire duration of the work until the completion of the same. Electrical � r'' Service: The Certificate of Occupancy will not be issued until all applicable signatures=bythe Building and Fire Officials are"provided�on this permit. Minimum of Five Call Inspections Required for All Construction Work v; 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 fi Town of Barnstable Building Department Services Brian Florence, CBO DST T Building Commissioner BARNS!'ABLE. 200 Main Street, Hyannis, MA 02601 Rt i:CNS N'l15•W"'RiVWY•rtLSi NRYSJBIE 1639-3014 www.town.barnstable.ma.us 575 Office: 508-862-4038 Fax: 508-790-6230 Notice of Building Code Violation(s) and Order to Cease, Desist and Abate: Ernest J Jaxtimer and all persons having notice of this order: As construction supervisor on record of the property located at 81 Quail Lane, Hyannis,Ma., Assessors Map 287 Parcel 108 and known as residential structure,you are hereby notified that you are in violation of 780 CMR,the Massachusetts State Building Code Chapter 1 Section R105.1, Chapter 3 Section R311.7.6 and are ORDERED this date 4/2/2018 to: CEASE AND DESIST all _ functions associated with the following violation(s)on or at the above mentioned premises: Summary of Violation: On 2/27/2018 I observed a violation of 780 CMR of the Massachusetts State Building Code Chapter 1 Section 105.1 Specifically,the finish of the second floor above a garage without the benefit of a building permit and proper approvals and no landing installed at the bottom of the stairway to said floor. Summary of Action to Abate Violation: In order to abate this violation and to avoid further enforcement action by this office, commence within 30 days upon receipt of this notice the following action: commence with obtaining the proper approvals and permits. And, if aggrieved by this notice and order;to show cause as to why you should not be required abate the violation in this notice,you may file a Notice of Appeal(specifying the grounds thereof) with the State Building Code Appeals Board within(45)days of the receipt of this order and in accordance with MGL c. 143 § 100. If, at the expiration of the time allowed,action to abate this violation has not commenced, further action as the law requires may be taken. By Order, WeL. uzon Chief Local Inspector (508) 862-4034 Jeffrey.lauzon@town.barnstable.ma.us COTUIT BAY ,pssiGN , LLC HOME BUILDING IDESIG~N*{.' STEVE COOK 43 Brewster Road Mashpee, MA 02649 508-274-1166 steve@cotuitbaydesign.com www.cotuitbaydesign.com 6/20/2018 To: Town of Barnstable Brian Florence, Building Commissioner o 200 Main Street Hyannis, MA o NO v � Re: 81 Quail Lane t Hyannisport, MA y �- rn designed a new garage with a game room above for this residence in 2012. Sometime in the past six years a door was added at the bottom of the stairs to the second floor game room in violation of section (R 311.7.5 landings for stairways) based on the IRC 2009 Building Code. Per section (104.11 alternative materials, design, and methods of construction and equipment) in the IRC2015 Building Code,.1 am proposing to add a sign in the ., stairway stating "caution no landing ". The hall at the bottom of the stair is over 36"wide and the stair width is 40"per the plan. Please contact me if there are any questions or concerns regarding this issue. Steven Cook Project Designer Cotuit Bay Design, LLC BLDG DEPT. 200 MAIN ST. HYANNIS,MA.02601 Ernest j jaxtimer 48 Rosary Lane Hyannis, Ma. 02601 Town of Barnstable @ Building Department Services, Brian Florence, CBO Building Commissioner BARNSTABLE 200 Main Street ..Hyannis, MA 02601 ""°� 2014 N'i DNS M.LS I:i?LFV1111'191T PfKhSA811' ��� � � 1639.2014 - www.town.barnstable.ma.us 575 Office: 508-862-4038 : Fax: 508-790-6230 Notice of Building Code Violation(s) and Order to Cease,Desist and Abate: Ernest J Jaxtimer and all persons having notice of this order: As construction supervisor on record of the property located:at 81 Quail Lane, Hyannis, Ma.; Assessors Map 287 Parcel 108 and known as residential structure,you are hereby notified that you - _ are in violationof 780-CMR the'Massachusetfs State Building Code Chapter 1 Section R105.1, Chapter 3 Section R311.7.6 and are ORDERED this date 4/2/2018 to: CEASE AND DESIST all functions associated with the following violation(s)on or at the above mentioned premises.` Summary of Violation: On 2/27/2018 I observed a violation of 780,CMR of the Massachusetts State Building Code Chapter 1 Section 105.1 Specifically,the finish of the second floor above a garage without the benefit of a building permit and proper approvals and no landing installed of the bottom of the stairway to said floor. Summary of Action to Abate Violation: In order to abate this violation-and to avoid further enforcement action by this office, commence within 30 days upon receipt of this notice theTollowing action:commence with obtaining the proper approvals and permits. And, if aggrieved by this notice and order;to show"cause as to why you should not be required abate the violation in this notice,you may file a Notice of Appeal(specifying the grounds thereof) with the State Building Code Appeals Board within.(45)days of the receipt of this.order and in accordance with MGL c. 143 § 100. If, at the expiration of the time allowed,action to abate this violation has not commenced, further action as the law requires may be taken. By Order, RfrefL. Lauzon Chief Local Inspector (508) 862-4034 Jeffrey.lauzon@town.barnstable.ma.us r 1z71� � t_ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application #o(!rif Health Division A Date Issued 5)- Conservation;Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 0 � Viilaae (_I'Q(E✓7 Owner bPj0,C0(t' Address kA6M l S Telephone Permit Request ar to a#F/tt/- gdrig4 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sgft) --a lm...6•' Number of Baths: Full: existing new Half: existing new a Number of Bedrooms: existing _new - to Total Room Count (not including baths): existing _new First Floor Room Count 59 Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ® Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stoVIR ❑Nes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ,� •CJCi Y- Ull Telephone Number Address 4 9 License # 00801's- i )tjv 660 1 _S "0- 0'2LO I Home Improvement Contractor# i /v a g Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WI. BE TAKEN TO � y SIGNATURE ®ATE �lolIn _ i L � t FOR OFFICIAL USE ONLY P APPLICATION# Y ,DATE ISSUED- i;,wi°L ¢t MAP/FPARCEL NO...=, 'ADDRESS VILLAGE k OWNER i k DATE OF INSPECTION: Me FOUNDATION. a � eC)t t FRAME I '���" b�C- j �'L ,l E 4 t INSULATION I ti t FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL G ROUGH FINAL -: FINAL BUILDING f DATE CLOSED OUT h ASSOCIATION PLAN NO. Y' i 4 The Commonwealth ofMassachusetts 1 0 Department of Industrial Accidents q..,._ Office of Investigations 600 Washington Street Boston, MA 02111 -ti www.in ass.g,ov/diva Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le0bly Name (Business/Organization/Individual): '•J. v Address: G — City/State/Zip: ff"k"5 Mt� 02&0 /,Phone#: (6-02) -7'7 -0 • Are you an employer? eck the appropriate box: 'Type of project(required): ►1. 1 am a employer with a0 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition working for me in any capacity. employees and have workers' comp.insurance.$ 9. ❑Building addition [No workers, comp. insurance p required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions officers have exercised their I L Plumbing repairs or additions 3.❑ I am a homeowner doing all work ❑ g p 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' I 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. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If.the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below.is the policy and job site information. QQ Insurance Company.Name: p � P4ZW1_?®?L( 1A1 E c Policy#or Self ins.Lic.#: A Expiration Date: / U( _ Job Site Address: City/State/Zip: &,mtil-sArt d 26 y Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby c er tlae pains and enalties of perjury that the information provided above is true and correct. Sienature: Date: Ql Phone#: Official use only. Do not write in this area, to be completed by city or town official City or Town:. Permit/License# Issuing Authority(circle one): 1.Board of health 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: 1^ ' 1 ® - DATE(MMIDDIYYYY) A�oRo CERTIFICATE OF LIABILITY INSURANCE 1/25/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: Erica H.O'Connor HART INSURANCE AGENCY,INC. PHONE (508)759-7326 FAXc No (508)759-7366 243 MAIN STREET a PO BOX 700 ADDRESS: BUZZARDS BAY,MA 025320700 INSURE S AFFORDING COVERAGE NAIC# INSURER A: ARBELLA PROTECTION INS CO 41360. INSURED EJ Jaxtimer Builder,Inc INSURERB: ARBELLA PROTECTION INS CO 41360 48 Rosary Lane' ARBELLA PROTECTION INS CO 41360 Hyannis,MA 02601 INSURER C INsuRERD: ARBELLA INDEMNITY INSURANCE COMPANY 1 10017 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. ILTRR ADDL SUBR POLICY EFF POLICY EXP LIMITS TYPE OF INSURANCE POLICY NUMBER MMIDDIYYYY MMIDDMfYY 00 A GENERAL LIABILITY 8500042039 01101/2012 01/01/2013 EACH OCCURRENCE $ 1000, DAMAGE TO RENTED 300000 COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ CLAIMS-MADE V OCCUR MED EXP(Any one person) $ 5000 PERSONAL&ADV INJURY $ 1000000 GENERAL AGGREGATE $ 2000000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2000000 POLICY PRO- MLOC $ i B AUTOMOBILE LIABILITY 21662400004 01/01/2012 01/01/2013 EOaamidentSINGLELIMIT 1000000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS R . -AUTOS Per accident $ C UMBRELLALIAB OCCUR 4600042040 01/01/2012 01/01/2013 EACHOCCURRENCE $ 2.000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 2,000,000 DED RETENTION$ $ D WORKERS COMPENSATION 0053890111 01/01/2012 01/01/2013 wcSTIAT MIU OTH- AND EMPLOYERS'LIABILITY. Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED?(Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ SOO,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ l DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more apace Is required) CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED,POLICIES BE CANCELLED BEFORE 200 MAIN STREET THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN HYANNIS,MA 02601 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE , - ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD f e Office.of Consumer Affairs and Vusness Regulation y vgj �: 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Cflr tractor Registration Registration: 110609 = .l Type: Private Corporation Expiration: 11/3/2012 Tr# 205399 E J JAXTIMER, BUILDER, INC. ERNEST JAXTIMER 4.8 ROSARY LN. fk HYANNIS MA 02601 r` Update Address and return card.Mark reason for change. El Address 0 Renewal R Employment E] -Lost Card DPS-CA1 v 50M-04/04-G101216 1 - ................... . 4 Office off o!me'er ?ea6irf `Ps i�sines✓ss e;u anon License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 110609 Type: Office of Consumer Affairs and Business Regulation V 6 10 Park Plaza-.Suite 5170 Expiration: `4372012 Private Corporation — _ Boston,MA 02116 Wo E TIMER, Bt7fLi { f •� ERNEST JAXTIMER^ _= , 48 ROSARY LTJ HYANNIS; MA 02601` . �J_ Undersecretary Not valid without signature ffib Massachusetts -Department of Public Safety Board of Building Regulations and Standards C'un..struction Super\isur License: CS-003251 yy1i ,4. ERNEST J JAhTMR �. 48 ROSARY 1LANE ® a HYANNIS MA 02gof !A r� I i . :. J.�..•- ��a4\':" Expiration 1 Commissioner 01/14/2014 y + =ARMABIA • ,19. 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 ,,as Owner of the subject property hereby authorize QJ X (�, CJ�-t to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Sign re of Owner Date t _ Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the. reverse side. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\DDV87AAZ\EXPRESS.doc Revised 072110 UA I C -14YA"15 PA 'A WC Guide to Wood lro:ist4 in Ifigh Wind Areas:110 mph Wind Zone Massachusetts Checl st for Compliance(780 CAM 5301.2.1.1)1. Q Check Compliance 1.1 SCOPE ' Wind Speed(3-sec.gust)....... ....... ....:...................................•--:.... 110 mph ✓. Wind Exposure Category..............................•---•---•-••....... ... 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) �tories <_2 stories RoofPitch......................:.:......:...........................................(Fig.2) ............................................. f_�-_<12:12'. Li Mean Roof Height - ._.... , ,_ ......_(Fig 2):..............................•--•-• /eft <_33° BuildingWidth,W-...............................................................(Fig 3).................:.:.. .:......................?zft <_80' Building Length.L..............••-••-•-••-......................................(Fig 3)................................................. Uft 5.80' z/ Building Aspect Ratio(LNV) .. ....... .........I....... ...:(Fig 4).......................................... 1.25-<3:1 v Nominal Height of Tallest Opening2 (Fig 4) ..�t$y_<618. ✓ 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(fable 2)............................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404-1 Concrete............................................................ •/ Concrete Masonry - . ...................................................... 2.2 ANCHORAGE TO FOUNDATION'j3 518"Anchor Bolts imbedded or 518"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general.............. (Table 4)................................................ 45 in. Bolt Spacing from endfjoint of plate..............................(Fig 5) ..:......................... in < 12" --/• Bolt Embedment-concrete...:............:.................:..... (Fig 5).........,.:................. ............ in >_r Bolt Embedment-masonry.........................................(Fig 5)•.... ...................................... O in.>_15" ✓' PlateWasher................................................................(Fig 5).................................::...........>_3"x 3"_x Y4' —sf 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)................ ��. -Maximum Floor Opening Dimension..............................:....(Fig 6).........................-•--.....................�<_12' ✓' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall I ft <_d PPo . 9 9 ................(Fig 7)..............:..:..........,..................... Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall..............::(Fig 8)......................................................oft <_d t/ Floor,Bracing at Endwalls.::.................::....................:.::...----(Fig 9)............................................................. Floor Sheathing Type ............ .(per 780 CMR Chapter 55).......... Floor Sheathing Thickness ..................................................._(per 780 CMR Chapter 55).......... ......... V9t in. Floor Sheathing Fastening..... .......... ......... ................(fable 2).. d nails at in edge/Winfield. '4.1 WALLS Wall.Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... 9 ft :519 r� Non-Loadbearing walls................................................(Fig 10 and Table 5)............................�ft 5 20' Wall.Stud.Spacing ........................................................(Fig 10.and Table 5)................... in.<-24'o.c. Wall.Story Offsets ........................................................(Figs 7&8).............:.............................. 1�ft 5 d e� 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls................:............................... (Table 5).............. .........................2x 6--Zit 4 in. ✓ Non-Loadbearing walls......................................:. . (Table 5)............. - t� Gable End Wall Bracing' Full Height Endwall Studs................................:............(Fig 10)................ ....:..: .... WSP Attic Floor Length...................... ...•••......••••.........(Fig 11)......................................... ft>_W/3 —tom Gypsum.Ceiling Length(f WSP not used)...................(Fig 11)...................:................:........eft>_0.91W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11)............................................................... or 1 x 3 ceiling furring strips @ 16'spacing min.with 2 x 4 blocking @ 4 ft spacing in end joist or truss bays_A� Double Top Plate Splice Length ........ ................................ (Fig"13 and Table 6)............. ....................... Zft JL' Splice Connection(no.of 16d common nails)...... ...... (fable 6)........................................................... �/ v E� 1ott� P�J>AzL AWC Guide to Food Construction in high Wind Areas:11 D mph Wind Zone Massachusetts Checkfist for Compfia lice(780 CMR 5301.2.1.1)1 Loadbearing Wall.Connections Lateral no.of 16d common nails ............................... Non-Loadbearing Wail Connections Lateral(no.of 16d common nails)...------------- (T )------------------ able 8 ................---._..............-•----•-•----.... 2— Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ...................... •----................ •--•-•....(Table 9).................................. lcft O in.<_11' bf Sill Plate.Spans ............................(Table 9)..........................:....... I Loft C-in._<11. 0 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) Header Spans.............................................................(Table 9)..............................:... L ft 6 in.<_12' ✓' Sill Plate Spans.........:................. -...... ._: .............(fable 9) --•••-•---•------............ Z ft G in.<_12° ✓' . Full Height Studs(no.of studs)....................................(Table 9)....................................................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W d Nominal Height of Tallest Opening2: .:. .........................................:. ...... .. 4p5 6'8" Sheathing Type..........................................::..(note 4).....................................................WSp .✓ Edge Nail Spacing.........................................(Table 10 or note 4 if less).......................: in. Field Nail Spacing..........................................(Table 10).......--•-•------................... Z in: .✓ Shear Connection(no.of 16d common nails),(Table 10).. ::.....:........... .... ....:..•.::.............. 4 1 Percent Full-Height Sheathing....................:..(Table 10)fc le ...................._% 5%Additional Sheathing for Wall with Opening>6'8'(Design-Concepts).................... Maximum Building Dimension,L Nominal Height of Tallest Opening2-- ......... .. .....: ..................... ..6TIS 6'8 Sheathing Type.,,............................................(note 4).. Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ 3:.in.. Field Nail Spacing.....:...:...:_ .......(fable 11)................. ................... tZ in. ------------ Shear Connection(no.of 16d common nails)(Table 11):. -•.......................... ...................---•-�{ t., Percent Full-Height Sheathing.......................(Table 11)pew.C..lf� m*.........:..:........._% ✓' 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Wall Cladding Rated for Wind Speed?............... ................................................ ............................................................... ✓ - 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) ✓ Roof Overhang. ...................................................(Figure 19) ............. .�ft smaller of 2'orU3 Truss or Rafter.Connections.at Loadbearing Walls . Proprietary Connectors Uprrft...............................................-_ .(Table 12).............................................U=Z01 plf Lateral'...................................:.........(Table 12)...............................................L=I Ir a plf Shear:......:.......:.:........................:....(Table 12)............................................S---7'7 plf —tom Ridge Strap Connections;if collar ties not used per page 21.._ (fable 13).................................T=14plf Gable Rake Oubooker......................................:...(Figure 20) ..............�ft<_smaller of 2'or L12 �✓' Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift,...............................................(Table 14)..........-.................................U=447 lb. Lateral(no.of 16d common nails)..:(fable 14)................ .....L= G lb. _A Roof Sheathing Type.................. ................ (per 780 CMR Chapters 58 and 59).....:...... Roof Sheathing Thickness........................... ..........:.................................. in.>_7/16"V S J� Roof Sheathing Fastening............................................(fable 2).. .................... ✓ Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checklist is met in its entirety then the following metal straps and hold downs are not required 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.. .Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall.be permitted when 5%is.added to the peircenf 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. Zlz3l�z . AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 4. .. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Fuil-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall.be minimum thickness of 7/16"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 plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top 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 attachment made to lowest plate at first floor framing. v. 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 -tlMr+IS rME Rrs cna Lwad k%Ls AT6b,c. - Y 94 - - ' tt rl it 41 n n u .■1 N - ait W ■1 If 4L - 4! - �.- ■■ _ - 1■ 11 S DOUBLEIDGE u 11 ll r tt t NAIL.SPAciW-1 See DaWl on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC wide to .Wood Construction in High Wind Areas:110 mph Wnd Zone ' Massachusetts Check fist for ComphaMe.(180 CMR 5301Z.1.1)' Q a mm MMEMSUS ;I I 1 EDGEERMEDME STAGC: 3'MNA NAfC PAT MN PAUM PAfO-EDGE DOUfflE NAdEDGE S VWM OE7AL Detail Vertical and Horizontal Nailing for Panel.Attachment Deciduous Tree Jane Driscoll 81 Quail Lane -' Hyonnisport MA 02647.- - r l (40'. Wide Private �Ilay) JUa. L=148.79f y R7=280-00 zt CB/DH Y Fnd f 45 7' Lot 3 34,732±SF ' til e 34,7 Proposed 2 Sty Addition Cobblesto;e_s f `� �J� n Bit ,StoneCli J, t` Approx Septic as Per TOB os—Built Cord e AC l� r #81 O Uni[ O i.� 1 112 S ty w/f 50.7' Dwelling, ', r `V O AC U lit c- 5_ _ s:• TOWN OF BARNSTABLE BUI.LDII G PERMIT APPLICATION Map Parcel) _ Permit# Health Division Ja o� �G Date Issued 4 Conservation Division Z / Z-Vd Z -- Application Fee Tax Collector Permit Fee Treasurer � Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address c'�I �)(�a� L �9 �✓�1- Village (21 Q i— Owner o �„✓ /.�? ) ,lia.��- %� c�i c c {.L Address 01 ��g�j&tg, Telephone 3'40 g — d Permit Request 9 o � /, / Square feet: 1st floor: existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation LYo o Construction Type Lot Size Grandfathered: 0 Yes ❑ No If yes, attach supporting fficumentatu. , Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) CD Age of Existing Structure .3 a d s Historic House: ❑Yes Q<oo On Old King's Highwa : ❑Yew, 0 © r" Basement Type: ❑Full a'Grawl ❑Walkout ❑Other x1 Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing 3 new Half: existing new Number of Bedrooms: existing T new Total Room Count(not including baths): existing `/ new First Floor Room Count .� Heat Type and Fuel: Q'Gas 0 Oil ❑ Electric ❑Other Central Air: Yes ❑No Fireplaces: Existing New Existing wood/coal stove: 0 Yes Cl No Detached garage:❑existing O new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial 0 Yes ❑No If yes,site plan review# Current Use Proposed Use ! BUILDER INFORMATION CName A ti P 0&.s c_ A L, V j Telephone Number O GAddress / ri , /� �,� License# V 7 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE .2-`f X, z FOR OFFICIAL USE ONLY PERMIT NO. ' DATE�ISSUED ; MAP/PARCEL NO. Illy L ADDRESS ' - VILLAGE _OWNER DATE OF INSPECTION: FOUNDATION FRAME w INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: . ROUGH FINAL GAS: ROUGH FINAL . FINAL BUILDING l i t , DATE CLOSED OUT ASSOCIATION PLAN'NO. The Commonwealth of Massachusetts Department of Industrial Accidents == Office ORIU stigOPHS . t 600 Washington Street Boston,Mass. 02111 Workers' Co m ensation Insurance Affidavit name �� h ✓ !� ✓2�v� A n��' �/ S c a Z �-- O location• l 1 rAL 4-4 jk/4— city phone 6 Y—7 J am homeowner performing all work myself. ❑ I am a sole prc rietor and have no one working in an capacity ; %MMM %% I am an em to er roviding workers' compensation for my employees working on this job. cc►nt an::name.:..::;; >?:; ::: atldr .city �nsur:anee:.co;<::<::>.;z::;::>:>:;:>:::<;>;:::;;<:>:<:::<::;:;;•::;>:<;:s>:::;.;.>.::;;>:::; :»...,::.... •. _ ::..:. . ..: oh ❑ I am a sole proprietor, general contractor, or homeowner(circle one) and have hired the contractors listed below who have the following workers' compensation polices: gig an.;:name::::. ;.,.. :::::::::::.•:::.::::::::::::::; "dot ::.:.::. :.::. an`(�, ii:•i::'<L•X:�:;: :<< n . :...... ;c an:::natnOwosso=: ED :::::.....:::•...............,..:.:::.:..::::.....:...::.........:.:::::•:::::::......::.................:.:::::::::::::::. .............:,...........................:...:..................................... . ion oil #.... . Failure to secure coverage as required under Section Ri of MGL 152 can lead to the imposition of criminal penalties of a fine up to s1,500.00 mad/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIAL for coverage verification I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Signature Date Priest name -,:Jr—eg t �i )� / C o l_ L� Phone# .S U 8' ?J� 5 6 official use only do not write in this area to be completed by city or town official city or town: permit/license is ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: Phone#; ❑Other (wised 9/95 PJA) v Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", 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 section 25 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,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 in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits 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. City or Towns 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 perinit/license number which will be used as a reference number. The affidavits may be returned"tn the Department by.mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you 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 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 i of acme Reot'!Aauce Certificate _ issum OY ��UCAV�T�N Date treated or I No. Tent & Canvas manufcctined CO a 2910 S. Alameda Street o 2.. F-337 Los Angeles, CA 90058 (213) 234-4060 This is to certify that the materials described on the reverse side herof have been Rome- retardant treatird+ o[: A� jnonflammable). 86o MAC N { ADDRESS FOR �� eT'MA 0 5ri9 +- ciT1l STAB Certification is hereby made thats (Check "a" or "b") (a) The articles described on the reverse side of this Certificate have been treated with a flamo-retardant chemical approved and registered by the State.. Fire Marshal and that the application of said chemical was .done in conformance with the laws of the State of California and the-Rules and Regulations of the State Fire Marshal._ Nameof chemical used...............................................................Chem. Reg. No............................. ' Methodof application....................................................:................................................................... a (b) The articles described on the reverse side hereof are made from a flame-resistant fabric or material registered and approved by the State Fire Marshal for such use. Trade name of flame-resistant fabric or material used................X2 R Vi ny! _Reg. No...F:337 The Flame Retardant Process Used . Will Not Be Removed by Washing (will w wtll not) David Bradley` ! B -Tom Shapiro - President Name of Applicator-or production Superintendent � y Title PLEASE NOTE: The Massachusetts State Code requires a permit for tent installation.. Please conta rt your local building department with this certificate for your event. • TOWN OF BARNSTABLE BUILDING PERMIT I PARCEL ID 287 108 GEOBASE ID 19055 ' ADDRESS 81 QUAIL LANE PHONE - HYANNISPORT Zip - LOT 3 %OCK LOT I ZE _ DBA DEVELOPMENT DISTRICT HY PERMIT 28227 DESCRIPTION 11'X17' DEN/EXT ..NE&KIT-/2ND FLOOR B-R. PERMIT TYPE BADDI TITLE BUILDING PERM ADDITION , CONTRACTORS: n �„ �^fi�.'.�v,i "r' -T-n.. �hT�' Department of Health, Safety ARCHITECTS: Md�irb and Environmental Services TOTAL-FEES._. BOND $.00 ----- - ------ -- -- - -- - � - CONSTRUCTION COSTS $100,000.00 434 RESID ADD/ALT/CONV 1 PRIVATE P1 PE&►IiNSI'ABLE. # MASS. 1639. y BUILDI G D• VISL03 By I DATE ISSUED 01/09/1998 EXPIRATION -DATE . _TOW jq OE INSTBLF? d t, r - B ILDING. PERMIT PARCEL ID "L8?' 108 e :. GROBASE ID 19055 ,ADDRESS' 81- ,QUAIL LANE,. l " RYANN I SPORT . ' ZIP- LOCK . - f/• - Loa. SIZE DISTRICT 21LOT D[R DEVELOPMENT PERMIT 28227 DESCRIPTION 11'X!7' DEN/RX'T'. . IN�l qq I T / Nb FLOOR .SNR_ � PERMIT TYPE. BADDI TITLE. BUILDING rtr .CONTRR .CI'ORs ,., � ,. ;Department of Health, Safety ARC141T1;Cr.CS: /�?40 Y_ 141 and Environmental Services 0 fr1HL S 10-0 BONS $.00HE CONS RUCT ION COSTS • $100 :00o�0 RESIN 'ADD/ALT* Q V 1 PRIVATE BARNSTABLE. s j ,•BUILDI ISI �T . BY DATE. -ISSUED 01/09/.1998 `.xPIRATiON, °DA".�"E ' THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER.TEMPORARILY OR PERMANENTLY.EN- ' CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,.MUST BE APPROVED BY THE JURISDICTION.'STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT.DOES NOT RELEASE THE APPLICANT FROM�THE'CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS 'ARE-..REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS, HAS BEEN MADE.WHERE A CERTIFICATE OF.000U ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTIONAPPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: :- SITE PLAN REVIEW APPROVAL E WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON,THIS " THE INSPECTOR HAS APPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC MONTHS OF DATE THE PERMIT IS ISSUED:AS 'TELEPHONE OR WRITTENN"OTIFICA- TION. NOTED ABOVE. TION. BUILDING PERMIT ate" 45 r. ` TOW OF BARNSTABLEBUILDING PERMIT �t ' PARCEL" ID 287 108 UE0BASE-ID ,_ 1.90.5.�.._ e j 81 QUAIL LANE PRO ADDRRPS HYANN I SPO'R'T ZIP - L BLOCK LOT SIZE _. D. A DBVETQPMENT_' DISTRICT 11Y� PERMIT 28227 DESCRIPTibN ;ti.` r, ��.DEN/-f;XT.D NE&KIT./2ND FLUOR B.R- PERMIT `C5, BA�JDT 'l'ITl 'BUILDINWwT ADDITION CONTRACTORS,- MOGAN, FRANCI S L. , J.R. fi. Department of Health, Safety 'ARCHITECTS: ,- a nd�Environmental Services TOTAL FEES: 4k tNE BOND $.0 CONS'RUCTIgN COSTS $100,000..00 434 RESIT ADD/ALT/'CONV i� PRIVATE; KI*RP��� ; �►ss. FD M1`►I� BUILDING DI ISIO,P41/ BY DATE ISSUED 01/09/1998 EXPIRATION' DATE Y THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE-SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: . APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY'IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2. 1 A 3 1 HEATING INSPECTION AptbVALS ENGINEERING DEPARTMENT I i 2 /B-'1.3BO RD OF HEALTH - a� D OTHER: SITE DAN REVIEW APPROVAL Ste° I I i0 WORK SHAL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPEC OR HAS APPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. r �V 'Tay Engineering Dept.(3rd floor) Map �� Parcel /d Permit# 2� House# Date Issued / 9CD Board of Health(3rd floor)(8:15 - 9:30/1:00-4:30) C17 lC6.AW/Z�/��/�'7 Fee - 4 Conservation Office(4th floor)(8:30- 9:30/1:00 2:00) Planning Dept. (1st floor/School Admin. Bldg.) INSTAL MST BE Definitive Plan Approved by Planning Board 19 PLIANCE 5 ENVIRO ODE AND 0 TOWN OF BARNSTABLE TOWN ' ' A'TIONS Building Permit Application Project Street Address 81 Quail Lane t Village Hyannis Owner Mr. & Mrs. John Driscoll Address 81 Quail Lane, Hyannis Port Telephone ' 775-7980 Permit Request Construct new 11 x 17' den Extend existing dining room and kitchen Add a second floor bedroom First Floor 518 sq. f t. square feet Second Floor 834 sq.f t square feet Construction Type Wood Residential Estimated Project Cost $ 100,000. 00 Zoning District RFl Flood Plain No Water Protection No Lot Size .80 acre Grandfathered ❑Yes Cij No Dwelling Type: Single Family f Two Family ❑ Multi-Family(#units) Age of Existing Structure �, �,�G_ Historic House ❑Yes ®No On Old King's Highway ❑Yes ❑No Basement Type: ❑Full ®Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) N/A Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing 2 New l Half: Existing 0 New 0 No.of Bedrooms: Existing 3 New 1 Total Room Count(not including baths): Existing R New A First Floor Room Count 8 Heat Type and Fuel: ❑Gas El Oil ❑Electric ❑Other FHW Central Air ❑Yes ®No Fireplaces: Existing 1 New 1 Existing wood/coal stove ❑Yes ❑No Garage: L3 Detached(size) 1 car Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Residential Proposed Use Residential Builder Information Name E. J. Jaxt imer, Builder, Inc. Telephone Number 778-4,9ir Address 48 Rosary Lane, Hyannis License# - [}�(,V-7/ Home Improvement Contractor# — l epo-7 t_, C, Jz-,� WUA, Worker's Compensation# WC97-695028 US -73�i�!!J/,f!S� NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DE RIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Maco 's Dumpster SIGNATURE DATE BUILDING PERM DENIED FOR THE FOLLOWING REASON(S) FOR OFFICIAL USE ONLY i PERMIT NO. DATE ISSUED MAP/PARCEL NO. r ~ ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION -. FRAME , INSULATION / FIREPLACE ELECTRICAL: ROUGH FINAL t ' PLUMBING: ROUGH FINAL GAS:` i.4. ROUGH FINAL S FINAL BUILDING DATE CLOSED .s' ASSOCIATION14f�1'N4 R 7. ....._ .-e... .. ! i2:,"..i ..{ 4 '1. !'•ti4iW Y, 44�Y 'i-•.;.e'.nA 4 4 42 .Y i� N. - '. TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 287 108 GEOBASE ID 19055 ADDRESS 81 QUAIL LANE PHONE HYANNISPORT ZIP - LOT 3 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY : PERMIT 28227 DESCRIPTION 11"X17' DEN/EXT.DINE&KIT./2ND FLOOR B.R. PERMIT TYPE BADDI TITLE BUILDING PERMIT ADDITION CONTRACTORS: E.J.JAXTIMER, BUILDER, INC. ARCHITECTS: Department of Health, Safety and Environmental Services .. TOTAL FEES: - $310.00 ' BOND $.00 CONSTRUCTION COSTS $100,000.00 434 RESID ADD/ALT/CONV 1 PRIVATE P Q * BARNSTABM *' MASS. i639. A� BUIL j BY DATE ISSUED 01/09/1998 EXPIRATION DATE ' C U DEPARTMENT OF PUBLIC SAFETY F. i CONSTRUCTION SUPERVISOR LICENSE h� Number Expires: . -- Restricted°To:-` 00 E FRANCIS E.'M06AN Uj.N...v 74 ��'u✓ ;� 442 BAY LN CENTERVILLE. MA 02632 ly kHONEIMPROVEMENT CONTRACTOR Regiatratlon ;100i ' ` ;_lW66e 'PRIVATE '• �"� N,�, �. . CORPORATION. - , FxPtratlon �� ; , f O6/23/ON 48H� 4,r r INC.x . x'; -FrartGS E Mo art e � 8 74-7 ADMINISTRATOR f 4� Bay EBne w t .j•� • • Tile Cunrnrumt•ctt11/t 1 f.,vasraclru ells Dc partntent of brdustrial Accidents • :'~'�t'� ! suesal/oyest/gallods • �'.� � '_:�+` 61111 Maxitiu,ton Street Bu ton.Jfa= 92111 41orkcrs, Compensation Insurance Affidavit d�nlic•rnt information •� Pic•tse• Nr1Mt iv ells nhnn.e I am a homeowner performing all wort:myself. I am a sole proprietor and have no one working in any capacity C1 I am an emplover providing workers' compensation for my empiovees working on this job. m v G Gi ' t Ir f• ��Z ��� /ram vita �� � wllC,. �t �/C nfinnc•th 7. 7 � ���� ina�nnM rn ° l +1e_e rntlin•>s ,J k /�✓" .G 1 am a soic proprietor,general contractor,or homeowner(circle one)and have hired the conrmaors listed below who h:. the following workers' compensation polies: m snr nrttnc• cit a rtfinne N• infurTnMrn nnlira•ft T �•rr _ mnana• n�tne•• ltlrt•ff• rira nfirtrtt!1h ' four r ii e! -- Attach additional sheet if necessary �- �r .._...--.—►•+ _•-= -••• -• r.-..:...:.�. Faiiure to secure euver2ce as required under Section 3A of INGL 133 t3a lead to the tmposltiOA of ClinttOa)penaluo OC a 1'ute op IOSI30l1.U11 andrYr nor rears'imprisonment as well as civic penaities in the form of a STOP«•ORK ORDER and a fine ofSI00.00 a day apian tilt I understand that a COP)'of this statement mad be forwarded to the Olncc of Investications of the DIA for cotersae verification. /do herchr cerrift•antler the pains and penalties o(perjuq r1tat the infornwrion prot ided above is trite and Carrecz Sicaanur Date 3 /�/F-7 ones: 7 ;2-7UL ) Print name �e mciai use univ do not write in this arcs to be compieted by city or town official een reitv y or town- pemittlise tl rttludding Department 4 QLIcensing board L 0 thee!:if immediate response is required pseieetmen's CIMCC t- . Qileaith Department contact person• phone p• r'►Uthes�� .ter Information and Instructions Massachusetts General Laws chapter I52 section 25 requires all emplovers to provide workers comPcnsation for employees. As quoted from the "fa��".an emphorce is defined as every person in the service of :mciihcr under Inv contract of hire, express or implied. oral or%vrincn. An einph rcr is defined as an individual. partnership. association. corporation or other legal entity. or any two or ,,-, : the Curcaoing cns:a;_cd 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. Hove:cr owner of a dwelling house having not more than three apartments and who resides therein.or the occupant of the dwcllinu house of another who cmplm-s persons to do maintenance, construction or repair wort: on such dwclIim_ or on the__rounds or building appurtenant thereto shall not because of such employment be deemed to be an empic% MGL chapter 152 sectirnt =5 also states that e,%•cry state or local licensing ngency sliall witliltuld the issuance or reneival of a license or permit to operate a business or to construct buildings in the commonwealth Car any applicant u•lto leas not produced acceptable evidence of compliance~with the insurance coverage required. Additionally, itcitlter the commonwealth nor any of its political subdivisions shall enter into any contract for the perfonance of public work until acceptable evidence of compliance with the insurance requirements of this cltact�- r been presented to the contracting authority. Applica.-as Please fill in the workers' compensation affidavit completely, by checking the box that applies to year situation :.nc suppl. inks company names. address and phone numbers as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sibs and date the affidavit. The 1 `" :yit should be returned to tite cin•or town that the application for the permit or license is being requested. not a Department of Industrial Accidents. Should you have anv questions regarding the "law"or if;you are reeu;re to e'-:aiit a workers' compensation po)ic}. please call the Department at the number listed below. Cin• or'towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottorr. the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding :lie =plicant. P', be sure to f:l in the permit/license number which will be used as a reference number. The affidavits may be returnee the Department by mail or FAX unless other arrangements have been made. Tlie Office of Investigations would like to thank you in advance for you cooperation and should you have an,. questic -:ease do not hesitate to anve us a coil. The Department's address. telephone and fax number. m The Commonwealth Of Massachusetts Department of Industrial Accidents f' ... office:of Investigations 1 ,, 600 Washington Street Boston,Ma. 02111 fax #: (G 17) 7 27-"749 �. Jof�n P. Jr. , &. Jane A. Driscoll JA Z<�. q - � Rya S ) Mmm 190 i•CURTIFY THAT THIS PLAN WAS -PREPARED 1' i t t i� n =c n r KENNETH I'WibC0RbANCEi1= 1TH THE CO1,...10N.klV ., T � g, _-OF MASSACHUSETTS 'PROGEDURAL AND AhlDER6O14 H No. 312W TECHNICAL. STANDARDS FOR-THE PRACTI( s C1S1ta�o 6F LAND SURVEYING 250 CMR 6,05 AND WI' f t t.O THE SFECII=1CA71ON SHEET ATTACHED HE( / � x mz Nam Z nE aG r W H Y ^ N o❑ Z�N r' o � o z n z r r — ' \yy Z mI A m N Ll n Z z^^ H El d N z A Z D Z Z �m . m I �I 1 � 1 - i j Ravi slons --- - - DRISCOLL RENOVATION -- �� ,��i�Altl����Itl�fl�n►lll�� , HYANNISPORT,MA ------- -- DANA WEEDER DESIGN ----_. 1 4 7 S it a r m a n S I- C a in b r I C p a, 1.1 A 0 2 1 4 0 ---- --- 6 1.'7.4 07.0004 1 a 1 . 01 7.4 97.55 1 3 lax y � _ t Or ❑r"i 2 f1 co P - >L nL A �Z DAm r3 I'm ry aL rn� � W r \ O tj m Z ' 1) C u m N N e m� 13 < a Z 0' p•-p• n H i� 2x X r'1 o rq D o o ny ny _ D X '•I M N _Om 1 t1A r N o L1 n 4 an Lo Do D D LZi o � n x 3 t f'1 O _ .2 rZ to -O C ❑ N N C c m r'1 i m {{ A A m A D xx r N rn ❑ n D A 7 C n m 1 _ I 1 1 a I 1 _ R av151011s 11 _ DRISCOLL RENOVATION HYANNISPORT,MA `-- DANA WEEDER DESIGN 1 4 7 S 1 e r m e n 11. Ca ni U r 1 0 0 a, M A 0 2 14 0 4.0 ------ 5 1 7.4 9 7.0 0 0 4 1 e 1 6 1 7.4 9 7.5 5 1 3 1 a■ � n - �mV 0 � a n oO NNK .. n wC m Ca _ o� W w I I LN z �, - GN - O I I n A O O n N z Frl D A no z m Li — r. F n r- if II � '� II11111116II £� . H III IIIIIIIII D.D_ z n O N; � m m nn c m r� 7 A NN O A j m z nA ° F R a Is Ions DRISCOLL RENOVATION HYANNISPORT,MA - DANA WEEDER DESIGN -----. 147 Sharman S1. Came Tla0e, MA 02140 --'— 617.497.0004 1 a 1 617.497.5513 lax z rr 2 X 12 RIDGE . 2 X 10 RAFTER - Alm @ 16' _. I .. 3! c — EL.21'-0' 3-2 X 12 LVL BEAM - �� TOP OF ROOF 2 % 10 SHED DORMER 2 X 10 SHED DORMER RAFTER 2 16' o.c. - RAFTER @ 16' o.C. 4 �+ EL. 16'-9 1/2' 2 X IO.CEILING JOIST @ 16' o T.D. PLATE - - - - - W E a W m 2.x 10 RAFTER MASTER BEDROOM Q = Y � _ ._ T.f•.PLATE �! � � ELA..8'-0' T 'PLATE x . n LIVING ROOM TA. 1ST FLOOR • EXISTING 2 X 10 FLOOR JOIST @ 16' O.C. VARIES EXISTING BEAM ' F INISHEC GRADE •,. EXISTING .. CRAWLSPACE EXISTING SONOTUBE , ALL NEW EXTERIOR WALLS ' a TO BE CONSTRUCTED , OF 2 x 6 STUDS it'-7 :/a• 11'-: ' ALL NEW FOUNDATION WALLS ' TO BE a'-0' BELOW GRADE Z g _ W � 4 LIVING/MASTERBEDROOM SECTION o 0 Ln z � a p x a m m -i m _ cQ Nmr O u mz I- m ry NIA • CQ of if r t I - � H m iE D E Z da H zoo -Ti 0 3 d r! f np 1 � y ❑ D �Z Im D L m y � 'Dr � Cl \ z ' - n r ry i D f om mm aym --i ' Z^ox x = Cly Zy 09y A C 3 f m En n ❑ am mNi � �m z D X a m y m v1 3-1 Z Z 'y a N r P , Cy O Uy y ti l -i on n f0 ❑ -� 1 a o I O D rid x o ni " ' I\ ❑M Nu N n� o a n O rs m t �y m nL d 0 fl a V1510115 - DRISCOLL RENOVATION HYANNISPORT,MA _ DANA WEEDER DESIGN 1 .T ------ 1 4 7 S h o r m a n S 1. C a n1 b r l d p e, M A 0 2 1 1 0 ----"" 61 7.407.0004 161 617.497.5513 lax N-�a� z A ❑ o r n� 0 0 r -- _ v •� v `e r rz - - on _ A n D ❑ uf2 llm s 0� E^ nC ti \ 1 J G�IC(J N o Z�N ~ F9 z DAx M N z m n �1K 2 z - m z 1 - I F9 _ I 1 �H Z z D x EZ tiN rm w E n o D O - m Ravl sloes DRISCOLL RENOVATION Alt ._��Iftli�ft�n1111�� ' HYANNISPORT,MA ---------- _____ DANA WEEDER DESIGN -------- 1-17 S herman S 1. Ca nib rl dpe, MA 021 40 - -"--"-- 017.497.00041 8 1 . 617.497.55101 ev f - � < b mm m2 m y ?t mot n -� NK A ❑o td �`❑ D A f'Ib ❑GCp T f❑ �oA E aC � mz I I � m O C 3 y C3 tJ p m j � p z m - D f e, o,_a• • r CIO _ (-7 H O m 1 N N I n K ny ny a x L7 y r N Z ' CDq fo m D 0 r C3 n A 1 rz ro y - 1 � c o � a , m ry o p 3 _ ))) z— m y r� ry t� DZ y ❑ 3 m D a r 1 � DRISCOLL RENOVATION nfltlll�� HYANNISPORT,MA ----- ' DANA WEEDER DESIGN j ----- 1 4 7'S 1,a r m a n S 1. C a 111 0 11 0 0 a, M A 0 2 1 4 0 617.407.0004 lei' 617.497.5513 lax r L a7 O Nmr- D D 'p IU mNx to mac m nD n£ iG i W e. e \ I — LN Z m m ~o n� A N, m Fri n o Z r m rN o m m FTI E7 Q I I I I I I I I I I 1 1 < A • z rX tj Y VI • ' O 0 3 y NN I• A m g o r A A O � N °o .. A - I 1 1 n ; , f /i _ •� _ .. a '. ... � 2 �9 .. H a 161o06 oDRISCOLL RENOVATION HYANNISPORT,MA -------- ___-_ DANA WEEDER DESIGN ----- 14 7 Sherman S1. Camhrld 0 a, MA 02140 ----- 6 1 7.4 07.0004 101 6 1 7.4 97.551 3 1a v A �❑rll ' Ex�_ ❑� '� ri � ri � p yy mz eInco C� aC } oa r F ? r n N j Pb ((f( H D m n A O I7 3 m J r ) P D 1 VVV...///1 n Ll � n I 16 O µ n O lml C I t m DN N x 9 x N Px HIn N Ej N = t , R a Is Ions ------ . DRISCOLL RENOVATION HYANNISPORT,MA DANA WEEDER DESIGN -----.- 1 4 7 Shurman S1. Ga InLrld0 a, MA 02140 - ------ 017.407.00041a1 6 17.4 97.5513 lax i y 11 brn - D N m2 cpm 2 i cn W H ]2 A 0 - L yp r£-m mm oA £ u L m D E3n it O � o m 0 3 tj 9 np Zn m D~ A m VI oZn rN Frl �Z Dm n m m m £x r ` 0 H Kr III I ` L m • r r I fff er m D Ou�1X DN% -1 y Z f TH , A KA m y m o tj x 3 N Zn �v Ni A - ` - .- n O m, m m N �m z D ti N N m N m 0 m Z A � Cn I x ' Dq � A tL I yx ry x rm .Dz O o D -1 _ A LjoArn r ! 3 D nA Y - 1 1 A a m mm t- r N - u m D Z m }mn " m A o o R'a v 1 5 1 o Us - oDRISCOLL RENOVATION ��1ll�flR�►lllli..l. HYANNISPORT,MA -------- _-_-_ DANA WEEDER DESIGN . -------- 1 a 7 St-or.'" S1. CawUrlapa, MA 02110 "----- --U 1 7.4 0 1.0 0 0 4 1 a 1 'ti 1 7.4 S 1.5 5 1 3 lax I` D � 22'-S• c 11 V) N 0 x T 7j�� Ay Q 2 ( aZ a0 _ I �QI � r N D D z i O D n_ z 3 z �Z < :❑ n v cx ❑ ay ; C ri C n B A B ruo-- O y z I • , a o An I I <x nn ah o n za t'1 A Z� Z-. DD � Z� -- R a v I a I 0 11 5 DRISCOLL RENOVATION - A'I# Ali/!l�l1�Q►lllll , HYANNISPORT,MA DANA WEEDER DESIGN ---- ---- 1•f% Sharman S1-. Ca Ill hrl00 a, MA 02140 407.00041 a 1 517.407.55131 ax a 1 00 m OD ^;o I. Z y O n D x D 'Tl Q r o 0 o ry r. D Z ' ❑ a , O D x c Z fU f. i D NQ B t f Lj k O A Y m ^C N t7 j A Yt k k • { t R 5 v I s I o n s DRIS60LL RENOVATION ---- --- -14 itiwn"l HYANNISPORT,MA DANA WEEDER DESIGN --- .-- 14 7 Sharman S1. Ca III rld0 a. MA 02140 -- --- 017.497.00041a1 617.497.5513 tax tz Z` n m n n ooQ t C C C35 - II 0 0 0 � o D o Q Z i I i Q 0 ® r Q m Z N m ® I 1 , - R a v I s Ions ` DRISCOLL RENOVATION _ r_ _.- �� ��Altl���I1l�A�Q111�1■ 3i HYANNISPORT,MA ----------------- DANA WEEDER DESIGN Sharman S 1. C a n1 b r i d 0 a, M A 0 2 1 4 0 . ----- ----' 011.497.00041 a1 017.497.55131 ax e co u V) ` .; z n z n n .� � ❑ A 3 tt -'I A 0 A A Z O -p ' O Z ttlEB m m 4 z m A \ 2 ❑ Z A ❑ Z � n i H a VIS 10115 .n .. ..I . DRISCOLL RENOVATION A Alt!* Atll�fl�l1��u�■ HYANNISPORT,MA --- -- DANA WEEDER DESIGN -----. —�-_ %.I / S h e r m a n St. Cam 5 1 1 d 0 0, M A 0 2 1 4 0 • - ------ -— 61 -1.407.00041a 1 617.497.55131 az OD � � _ � o x � N = Ei o D � s Y z O m O Z m 0 1 DDZ Z Z Z • - Z-- I ® eo z m - z b O Z .. R avl Slon6 DRISCOLL RENOVATION. y HYANNISPORT,MA I DANA WEEDER DESIGN .e 14 7 S It a r m a n S 1. C a m A 0 2 1 4 0 p7.0001 ,al 517.4 p7.551J lax , i 4 a. P \` ,�•� Z '03M C C C in II (n A ~y m a Z •-� i e m n I 0 � A m D _ • 0 m m 1 ... I �o mo t Imp �T Z^ �N AmA Z A I R a V IS IO n5 DRISCOLL RENOVATION - -- _ = l 1 �►�IIl1 nHn� HYANNISPORT,MA -------------- __ DANA WEEDER DESIGN i ----- -. 14 7 Sherman St. Cambridge. MA 0 2 1 4 0 ------ -- G 1 7.4 U 7.0 0 0 4 1 e I 6 1 7.4 0 7.5 5 1 3 1 e rf ' � E W mM co In op w oO Z a A Z CO D 0. 0 0 � t Z N O ` Z DRISCOLL RENOVATION JAHA-2, 11�t1�Q HYANNISPORT,MA -- ----- _... DANA WEEDER DESIGN Sperm an SI. Ca III O rldpa, MA 02140 - --- I a 1 6 1 7.4 97.5513 1ax `i } -E FP nP 6$P 6P 9� F 6P pP P 1 n 4 fl q 11 8§ I R N 90 n q .. v my 47 0 (� co co i o❑ o O i Z o f z d 1 n � I tJ o I O � t• r v 3 ' O - Z n' NN fU ra � M a I ' i � f I p D 1 ❑ i I P u F' 1 -_ 11 6 V I S 1 0 11 6 - DRISCOLL RENOVATION HYANNISPORT,MA --------------- ____—___ DANA WEEDER DESIGN ---. -- 1 4 7 S 11 a r m a n S I. C a m 6 r I 0 p 6, M A 0 2 1 4 0 --- —`-` 617.407.00041 a 1 6 17.407.65101 a 4• - r o ^ D � . 22'-5' m� o N Cn O x N T 0 z r- ro D Z o I uo I D 0 0 D Z I , 3. A Z r _❑ n p� A D <x = r C �n C B a A B 3 n D , x r... ❑r� z C raAi _ - R e v I s I o n s .. DRISCOLL RENOVATION ' HYANNISPORT,MA d,t" ���� � DANA WEEDER DESIGN ---- —�- 147 Sharman SI. CamLrldoo. MA02140 -- -- fi 17. 407.0004 lei 017.407.55101ax r i r C� Oo z OF�l o d D nT i D � O 0 0 0 r D ❑ El t '_ o� O k 4 or { ❑ zA z f 1 v B 4a B ; 11� , o A ' D O r ~ O A A ,1 fla Vla lone Rn 111 DRISCOLL RENOVATION �dltl���/ll�fi HYANNISPORT,MA —' ——" ' DANA WEEDER DESIGN - ---------- 1 4 7 S 11 a r m a n S 1. C a n1 b r l d 0 a, M A 0 2 1 4 0 - -- — 617.407.0004 lei 617.407.65101 a x - mz o o t � D f I { O 0 k z o m . R) N ® t m rg ® i ® 1 f -DRISCOLL RENOVATION &t aft -- HYANNISPORT,MA T---------- _...____.—_ DANA WEEDER DESIGN I a 7 Sherman St. Cambridge. M A 0 2 1 4 0 , '•,•. _ ---- - --- 817.497.000.4 lei 617.4 9 1.55131 a ri CD n o m r c o i a z � r ❑ ma n O < A •A 2 D z s ❑o p a f Z � z p 0 FH bd m r I m ® + o® } • x - Z Z < gO A ❑ Z A ❑ Z _ - Rev1510ns - DRISCOLL RENOVATION -- - -- HYANNISPORT,MA —__ DANA WEEDER DESIGN ---- .— 14 7 Sbetmen S1. Can1b11d0e, MA 02140 - ------ -- 617.497.00041al 617.497.55131e= ti r _ m o xe N ; r N M H z n D o i z I F o m ® i z m t e. DZ Z oym o ti s z m ip z • n RevIsions F DRISCOLL RENOVATION_ l!!� 11I1f1�n/l��3i , HYANNISPORT,MA _—_. _ DANA WEEDER DESIGN 1 4 7 S h a r m a n S 1. Cam U r l d p a, M A 0 2 1 4 0 e .. ---- --- 0 1 7.4 9 7.0 0 0 4 1 0 l a 1 7.4 9 7.5 5 1 3 1 a w, z _ z mm cA x c � i �V) 0 O A r � 3 D A D O Z r m m o o HN ni o _ O n -- - Ravl slons =_ DRISCOLL RENOVATION HYANNISPORT,MA t1AifAa, jr,*,Id1llJl I --- ----- DANA WEEDER DESIGN , --- --- 14 77 Sherman Sl. Oa nlhrld0 a, MA 02140 _ I ---- -- 6 17.407.0 O O41 a 1 617.407.55131 at a 1 _L C t^- X tl t 7 .m f'l � CO f'l { 1 p 1 r OQ' O0 1 Z A Z A I I 1 0 o I � N A A O Z a y Z • w ' ant a. .. . f � - • .. �DRISCOLL RENOVATION HYANNISPORT,MA ----------------- ___...._. DANA WEEDER DESIGN --- -- 14 7 Sherman S1. Ca in rld e. MA 02140- --"— --- 617.407.0004 1 a 1 617.497.5513 1ax T a _ h'i' pr ggi" pr 8 r _� h• C r �� ®� FW Rg Fa B4 '� :y F9 F? 'ik �4 a R , co .(""7 --I n 6o o� j Z. t7 C7 o I ! I a x o O p <> �, Z fU 0 I i s { 0 3 0 � g Fw ^k . fl a t/15 10 n S' a , DRISCOLL RENOVATION ki HYANNISPORT,MA -------- ------- __..._ __--._ DANA WEEDER DESIGN , ---- .— 14 7 S ha r m a n S I. C a In h r l d 0 a, M A 0 2 1 4 0 --'--'— --- GI7.407.00041e1 tit7.487.551.3 1aY - �s THE r, lARYSiABrE The Town ®f Barnstable MAM Department of. Health Safety and Environmental Services TEnr " Building Division 367 Main Street,Hyannis MA 02601 Office: 508 790-6227 ph Crosson Fax: 508 7757g344. Building Commissioner For office use only Permit no. Date AFFIDAVIT HOhfE IMPROVEMENTCONTRACTOR 4V SUPPLEMENT TO PERNUT APPLICA ON MGL c. 142A requires that the`reconstruction,alterations, renrn2ti repair, modernization,conversion, improvement, removal, demolition, or construction of an additi to any pre-existing owner occupied building containing at least one but not more than four dwelling is or to structures which are adjacent to such residence or building be done by registered contracto ,with certain exceptions, along with other requirements. Type of Work: Remodel/Addition Est Cost $100,000.00 Address of Work: 81 Quail Lane yannis Port Owner Name: Mr.. & Mrs. John riseol l Date of Permit Application: 12/1 /97 1 I herd•certify that: Registration is not required for th follo&ing reason(s): 3�! Work cxcluded by law Job under S 1,000 Building not ov zmcr-occupied Owner pulling own permit wntirx-.is hrrehv given tha, OWNERS PULLING IR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE ONE IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PR OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER P NALTIES OF PERJURY I hereby apply for permit as the ent of the owner: 12/11/ E. Jaxtimer, Builder, Inc. 110609 Date Contractor name Registration No. Date Owner's name �- ' .....�_ .__.___._.:..�_..,...�+:..._�...ri._>�-._-ti..•�•.w.a�:.•���•ai•;vti��tiLiv.�c..�.zv:.���wv,•tuuia:...i.�`.�vu� The Commonwealth OfMassacliusetts - Depahnient of Industrial Accidents ®ice®f1ffYest 9,?f19Bs 600 Washington Street . MAP PARCEL Boston,Mass. 02111 •Workers' Compensation Insurance Affidavit E.J. Jaxtimer, Builder, Inc. �h name: 48 Rosary Lane. location* city Hyannis, MA 02601. /,hnc (508)778-4911 I am a homeowner performing all work myself. ri I am a sole proprietor and have no one working in any capacity .,:... :..is.. .., ® I am an employer providtng workers' compensation for my employees%vorkin on this job. E J Jaxt me�C; Hu i Lc1er, Inc nary I<7rte O260U. :.:`: n .t: 5a$ 778 49IF :.::.. tnsnPaiice co<.,l;asternSi1r 1tyn�ta>;ar�Ce Go WC97 695428 p ltc _ [ Mo I am a sole 3,r pri.,tor,gtoneral contractor,or homeow•iaer(circl arre)and have 1,a1,-,d the con*acts ! . +.:j� .':. w who have the folIowLng workers'.=om-PnsaRion polices: �sttr n amcx :.:... r'•dressEm + . . .. . .:U r e t o ....... ra -... company.itaaiie re citvi ,a. Failure to secure coverage as required under&ection SA of MGL 152 can lead to the imposition of criminal penalties of a tine up to S1,500.00 and/or' one years''itr prisonment as well as civil penalties in v.for'm of a STOP WORK ORDER and a fine of S100.00 a day against me. I understand that a copy of this statement may be forwarded to the OfI a of Investigations'of the DIA for coverage verification. I do hereby certify un th ains and penalt es of perjury that the information provided above is true and correct. Signature • Date Zit f 7 Print name E• - Jaxtimer, Bu lder, Inc. Phone# 778-4911 official use only do net write in th' area to be completed by city or town official i city or town: perrrit/license k nBuilding Department + Licensing Board <. ❑check if immediate response i required oselectmen's office Health Department' contact person: hone 4 - P —Other (revised 3/95 P1A) - ° ' 40742 DEPARTMENT OF PUBLIC SAFETY 40742 ONE ASHBURTON PLACE , RM 1301 BOSTON , MA 02108-1618 CONSTRUC ON SUPERVISOR LICENSE Number: Expires: Restricted To: zi 0 � A v .r` ERNEST J JAXTIMER D.e`:tach bottom, fold sign on 48 ROSARY LANE back, and laminate license card. HYANNIS , MA 02601 w7W,, ` Keep top for receipt and change ,* of address notification. `^C — )� • I a HOME IMPROVEMENT- .CONTRACTORS REGISTRATIONv I C; ,: Board of E3uildiri9 Regulations and Standards One Ashburton Place - Room 1301 c Boston , ,Massachusetts 02108 I HOME IMPROVEMENT CONTRACTOR -L----- ---- - -- Registration 110609 Expiration 11/03/98 Type — PRIVATE CORPORATION HOME IMPROVEMENT CONTRACTOR 3 Registration 110609 , E J JAXTIMER , BUILDER, INC . 6 . Type , PRIVATEXORPORATION f ERNEST J . JAXTIMER „ I o Expiration' .— 11/03/98 f" I 48 ROSARY LN HYANNIS MA 02601 E J JAXTIMER,,BUILDER, INC. RN�ST. J. JAXTIMER ADMINISTRATOR ROSARY LNr;... +' �" HYANNIS MA42601 ASSESSORS REF: ZONE: RF-1 Map 287, Parcel 108 a x Area-(min.) 43,560 SF Frontage (min) 20' OVERLAY DISTRICT: ` Width (min) 125' I Setbacks: AP - Aquifer Protection. District Front 30' q Side 15' 0 Rear 15' FLOOD ZONE: Zone C , Community Panel No. t ' #250001 0008 DExAw � Z LEGEND: July 2, 1992 FKk i a£ ayr �s �. .. ��c+ t� �k"�^>` Iron Pipe � �� ,, ElCB/DH PREPARED FOR: a � y, Deciduous Tree Jane Driscoll 81 Quail .Lane LOCat1017 Map. . Hyannispart MA 02647 1"=2,000±' L(40' Wlde i Private Way) aneNote: The structures shown hereon L 148•7g were located by conventional F�2800Q '1 �r surveying methods on or between 10/JAN/12 and 1 13/SEP/12. i CBnd" a l� u 11 i y II '1 II it o II 86.9'il m it Lot 3 34,732±SF �+�f /� it Scot o9e i r r New Concrete r - Foundation r _ 0 0 bleeto�ers����—JOr ^ ,---- -- f e o� Bit rF �' Stoll s. �J 10.6' O C II 11 r� 1 L i1 Approx Septic os Per % a q�J i\t TOB os—Built Cord :... AC ^ ^ Unit 1 112 Sty w/f Dwelling � T 1 Zc\�a� Stone Unit i Patio 1 CB/DH t Fnd Stone .� RI.CHARD R . wall _ L'NEUREUX ` 34312 `o o �► .. j O _ W 61 p m IP Fnd t ce/D" 116.22' 1'Fnd N 81.02'21 E i •- 137.93 N/F Judith P Brand Trs 0 15 30 45 60 FEET Sheet # Title: Dwg ## CatpeSuwC7112G1 Parker R Plot Plan At 81 Quail Lane Scope 1=30 1 OF 1 7 e655 Osterville MA 02655 (508)420-3994 (508)420-3995 fax BARNSTABLE, (Hyannisport) MASS. Date copesurv@copecod.net 1 71 SEP112 ZONE: ASSESSORS REF.: f RF-1 Map 287, Parcel 108 h . Areo .(min.) 43,560 SF n �' Frontage (min) 20' OVERLAY DISTRICT:. �A Width (min) 125' Setbacks: AP — Aquifer Protection District Fron t 30' £ ea q Side 15 Rear 15' FLOOD ZONE:- Zone C Community.Panel No. #250001 0008 D LEGEND: July 2' 1992 � x ® Iron Pipe o CBIDH PREPARED FOR: Deciduous Tree Jane Driscoll Location Map: 81 Quail Lane I Hyonnisport MA 02647 1"=.2,000±, u (40' Wide{ Private Way) aneNote: ()U The structures shown hereon were located by conventional R--2B0.00 'I r surveying methods on or between 10/JAN/12 and 13/SEP/12. i cBn�H II II �� II ll � II ll O II Lot 3 ll 34,732±SF �f u SGoto9e New Concrete Foundation to ne, o � torte 0 O eon Bit ,��•�A rr,, i' k h rr�/ P'Sn / s. _ yr 10.6' � x, c I t r 1 i Z i IA rox Septic c asP r i a �1 �\ TOB as—Built Card AC �p #81 -IN Unit. M 1 112 Sty w/f cV Dwelling _ tic\� AC J Unit Stone Patio 1 4 ce/DH Fnd Stone �,♦ WailRICHARD R.''+'p ,, , , � 'L'HEUREt1X ! $ 'NO 34312; a V) J w M p 0 O m IP Fnd CB/DH 116.22 11 E I'Fnd N g1.02'21 137.93' N/F Judith P Brand Trs 0 15 J0 45 60 FEET Sheet # Title: Dwg # CapeSury C711.2G1 rk r R Plot Plan.At.81 Quail Lane Scale 1=30" 1 OF 7 a e Rood Osterville MA 02655 (508)42073994 (508)420-3995 fax BARNSTABLE, (Hyannisport) MASS. Date ID copesurv@copecod.net 1 7/SEP/1 2 ASSESSORS REF. ZONE: RF-1 Map 287, Parcel 108 Area (min.) 43,560 SF Frontage (min) 20' OVERLAY DISTRICT: Width ,(min) 125' Setbacks AP Aquifer. Protection District0P `Fr on t30 9 (Slde._FUIn e� Y �rA ;Rear 1'5D FLOOD ZONE. Zone C ` I FP HYANIVI Community Panel No. >,o✓ � r i r x #250001 0008 D LEGEND: July 2, 1992 - S. * r r, # Iron Pipe o Ce DFi i PREPARED FOR. ,; ,. , Y � Deciduous Tree Jane Driscoll Location Map. 81 Quail Lane 1"=2,000±' Hyannisport MA 02647 Y (40' Wide Private Way) Lan � Note: a1 The structures shown hereon L 148.7g were located by conventional W28000 , surveying methods on or between 10/JAN/12 and it �' �_ 13/SEP/12. i cenDH I II Lot 3 86.9�� m i'I -77 =� 34, 732±SF Go r } New Concrete u Foundation Ems- 0 Cdbb�esto�es%'(1Je 2 o aW ,_—___=_ ne o� Bit D ��_ .ter, // I Cld.— O _ i / !t t Approx Septic as Per � a TOB os—Built Cord .•' .:, O AC #81 o�O Unit o 1 1/2 Sty w/f c� ,� tY// f Dwelling ? Zc\\ AC J Unit Stone Patio CBIDH tN WINS Fn d Stone wan ;"'RICHpRD l HEUREUX ' w qt rn p 0 0 J IP Fnd 6 CB/DH 11 .22' /Fnd N 81,02'21" E 137.93' N/F Judith P Brand Trs 0 15 30 45 60 FEET Sheet # Title: Dwg # GapeSury C7112G1 Plot Plan At 81 Quad Lane Sole „ 7 Parker Road 1=30 OF Osterville MA 02655 BARNSTABLE, (Myannisport) MASS. Dote ' (508)420-3994 (508)420-3995 fax � copesurv@copecod.net 1 71SEP112 28'-0" v •. a _------� 45 LINE OF ACCESS HATCH FOR IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS I I BALCONY I A I B ANDE EN CRAWLSPACE CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION ABOVE A4 I STORMWATCH A4 FWH296BAL EXIST. EXIST. EXIST.' EXIST. TABLE 402.1.1 (MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) FENESTRATION SKYLIGHT I CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE I I U y0 I 0.35 0.60 38 20 30 10113 10(2 FT-DEEP) 10113 § b I I I I I I I ti61CL S NOTES: I I I I I I i l :�Ll 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS, L L IL I 1 J 1 2.10/13 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL EXIST- B © EXIST. 3.REFER TO IECC 2009 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS NSERT FAMILY ROOM 1 FIRE i i §r WINDOW SCHEDULE NEW RA DOOR RATED NEW p TYPEMANUFACTURER'S UNIT ROUGH OPENING REMARKS MUDROOMi GARAGE ® ---t—I EXIST. A ANDERSEN TW1842 T-10 1/8"x 4'-4 7/8" DOUBLEHUNG STORMWATCH ANDERSEN - 8 (s conic.SLAB STORMWATCH " " TW2446 2'-6 1/8"x 4'-8 7/8" DOUBLEHUNG STORMWATCH PITCH z'TO O.H.DOOR FVVH296SAL C T V2442 2'-6 1/8"x4'-4 7/8" DOUBLEHUNG STORMWATCH W16 x 6 WWF EMBEDDED = g W D TW24310 2'-6 1/8"x 4'-0 7/8" DOUBLEHUNG STORMWATCH b m -- TEMPERED EXIST. o KITCHEN 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS A WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS 4 tq COVERED W 2.ANDERSEN 400 SERIES STORMWATCH WINDOWS WHITE EXTERIOR W/HIGH PROFILE EXTERIOR 7 ENTRY &INTERIOR GRILLES.LOW-E HP 4 GLAZING W/TRU-SCENE SCREENS&STANDARD HARDWARE 16'0'x 7'0" .H.DOOR Wl ELECTRIC OPENER .R---.- O r 4 b CONC. 28'-St APRON B EXIST. 2'-V A 2o3t B A4 YA4BALCONY a-z z-io" s'-o lrr z-0" 1'-10' 3'-9" 2'S (SEE PROVIDED HDE HOLDDOWN (SEE PROVIDED DETAILS) ANDERSEN 20'-0" 8'0' F1NG6068L C STORMWATCH [EMPERED1 C C TEMPERED FIRST FLOOR PL OKE pETECTO�SVGAWI N. REVIEWED HALF WALL LEGEND: � ¢BARNSTAB E BUILDING DEPT. NEW EXISTING WALLS D TE �j wETBAR BATH camCONSTRUCTION TO BE REROOM NEW CONSTRUCTION FIRE DEPARTMENT DATE C (VAULTED\NG) BOTHSIGNATURES ARE REQU/AEDFOR PEq/y/TTjN �c11 VENT FAN 2'6°x 6'8'wl OUTSIDE TRANSOM SMOKE DETECTORAeovECAR80N MPNO�(IDE ALARfv1S r— 9°——— ©CARBON MONOXIDE DETECTOR MUSTS€1N OXIDE p AR I LIN. ®HEAT DETECTOR MASSACK§E-7$(U c') ACCESS PANEL b 4 i7 § D I D I D 5-T 2'-10' 2'-10' S-2' SECOND FLOOR PLAN 2 A (SHE r B A4 (SHED DORMER) A4 THE OES"'NER SHALL BE NOTIFIED IF ANY ERRORS OR OMISSIONS ARE FOUND QY SCALE : DRAWING NO.: COTUIT BAY DESIGN, LLC NEW ADDITION FOR: THESE CONSORA'AING THE SUTOSTARTOF 43 BREWSTER ROAD �NSTRRESION IBLEFRTHECNTENTTOR 1!4"= 1'-0" WILL BE RESPONSIBLE FOR THE CONTENT MASHPEE yMA. 02649 NSIGN THESE ORAWIHE ERRORS OR UCTION OWSSI COMMENCES WITHOUT NOTIFYING THE JA N E D R I S C O L L THESE RAWIMS ARE ERRORLELY FO THE S DATE : lAl PH. (508)274-1166 THESE OWNER NOTED ANY THE USE FAX (50$) 539-9402 81 QUAIL LANE HYANNISP®RT, .MA OF OWNER RN0IED AM•OTHER USE OF THESE DRAWINGS REOUIRES THE WRITTEN 2/23/2012 CONSENT OF THE OESIGN�Ji UNO°Jt THE ACT OF IOTURAL COPYPoGHf PROTECTION t l I —EXTEND EXIST BRICK NEW CONT.RIDGE VENT I CHIMNEY TO 3'O' ABOVE RDIGE NEW ASPHALT ROOF SHINGLES TO MATCH TOP OF PLATE EXISTING NEW AZEK1 z4 WINDOW &DOOR TRIM W1 Z'SILL NEW CRICKET NEW SHUTTERS USE MID-AMERICA HARBORVIEW DR ATLANTIC PVC. 12 MATCH EXIST.COLOR - EXIST. 12 NEW AZEK FASCIA, FRIEZE&SOFFIT EXIST BOARDS TO MATCH SECOND FLOOR EXISTING SIZES SUBFLOOR TOP OF PLATE NEW AZEK CORNER BOARDS TO MATCH i B EXISTING SIZE " 'I NEW W C.SHINGLE SIDING&STAIN TO m MATCH EXISTING TOP OF FOUND.- AZEK D m izI D.H. NEWE O. z7TP CARRIAGE VERIFY . !�RONT ELEVATION DOOR TRIM M R`8 ALL DETAILS W I� 1 OWNER PRIOR TO ORDER PLACEMENT. b i; 12 12 TOP OF PLATE NEW CRICKET 12 ® ® ® ® 12I NEW AZEK DECKING 12 8 RAILINGS,VERIFY 'LN COLORSW/OWNER EXISi. A N - �, IT F SECOND R.00R SUBFLOOR TOP OF PLATE i ao TOP OF FOUND. X EXIST. EOF E HOUSE REAR ELEVATION LEFT ELEVATION EXIST. COTU(T BAY DESIGN, LLC NEW ADDITION FOR• THEOEDRAW11 SHALL BRTOSTAR IF ANYSCALE : �wavv�rv�too.: ERRORS OR OMISSIONS ARE FOUNOON THESE RUCTION PRIORTOSTARTOF WILLCS9RESPONSIBLE1JSFUORnTHE°DGONi OR 1/4" 43 BREWSTER ROAD IN THESE ORAW1NOSIF GUtDTRUu^RON MASHPEE,MA. 02649 JA N E D R I S C O L L COMMENCES W 7NOUT NOTIFY"* O7 0 OMTHE MA (508 274-1166 OESIC.NRAVANG ANY ERRORS ORFORTONS DATE THESE DRAWINGS ARE SOLELY FORT USE 81 QUAIL LANE HYANNISPORT, MA ACTo 'TOFOF THE TEDESI AN-OTNERUSE OF FAX(50 ) 539-9402 7HESEDRAWiNGSREQUIRESTIEWRITTEN 2/23/2012 CONSENT OF THE OESIONER UV0.�RTHE MCHITECTURAL COPYRIGHT PROTECTION l r 28'-(r r 28.3' , 2'-3' T-6• 16-0' 3•4r 7.7" 2'-0" 7_4" 10'DIA.CONCRETE ( A SONOTUBES TO 4'0' B A4 BELOW GRADE.USE A4 I SIMPSON CSI6 STRAPS FROM SIMPSON ZMAX FIRST FLOOR STUDS ACROSS ABU44 POST BASE NOTE:UNDERPIN BEAM TO ECOND FLOOR STUDS 2-P.T.2xWs EXIST.FOUNDATION WALLS AS REQUIRED g A4 P.T.2x 8's 16 o.c, b VERIFY IN FIELD b P.T.2x 8's 16°'`' A4 z•-D' +2 VOUND. 3KZJ HEADER 3 3-1 314"x 11 7/B'LVL K HEADER 3 --- _______ _ CC�� - -——— —— DROP TOP OF FOUND. I I i I I AT DOOR I I I 11-,13/4I'x 1, 11,L I I b I o 2K,2J — ° 8"CONCRETE I ( (o ACCESS HATCH FOR FOUWALLSATION I CRAWLSPACE I I I b I B"x Is'CONC. NEW I I N 2(2J —FOI I Va'SELOW GARAGE I GRADE OW F N W (V N I I (5"CONC.SLAB i ICRAWLSPACE EXIST. NEW11 7/B"I-JOISTS@16'o.c. 1i PITCH 2'TO O.H.DOOR b F F W/6x6W✓YF EMBEDDED i (2"CONC SLAB) CRAWLSPACE (DIRT FLOOR) NOTE:DROP TOP OF NEW FOUNDATION I I TO MATCH NEW SUBFLOOR W/THE I EXISTING SUBFLOOR, ERIFY IN FIELD I I EXIST.LL TO FOUND. 2KZJ N IF REQUIRED), I I (VERIFY CONDIITION AIN 2K,2J FRONT IN THE FIELD) PE INGS x ANCHOR BOLT 2K,2J 3.2xB P.T.2 x B's @ 16 o c HEADER I I DROP TOP OF FOUND. AT O H DOOR ADICHOR BOLT I I Iibn I I ---- K2J 5 _ 3.1314'x912 LV1 t? I ———————————— COPTC 3-1 3/4"x 14'LVL CONT.HEADER APRON 10"DIA CONCRETE P.T 2 x 10 LEDGER BOARD LAG BOLTED TO SIMPSON LSTA24 STRAPS 3IMPSON LSTA24 STRAPS SONOTUBES TO 47 SOLID BLOCKING W/(2)LEDGERLOK BOLTS PER PORTAL WALL DETAIL IER PORTAL WALL DETAIL B BELOW GRADE.USE 16"o.c.W/ZMAX JOISTS HANGERS A A4 SIMPSON ZMAX ABU44 POST BASE A g A4 A4 A4 SIMPSON STH014 HOLDDOWN STRAP PER PORTAL WALL DETAIL 1'-9' - 20'JJ' B SECOND FLOOR FRAMING PLAN FOUNDATION/FRAMING PLAN APPLY CAULK OR TAPE AT ALL SHEATHING SEAMS AND THE TYVEK VAPOR BARRIER INSTALL 518'ANCHOR BOLTS AT 4S o.e.MAX PLYWOOD/OSB PERCENTAGE PER WFCM 110 MPH EXPOSURE B GUIDE,, iS � - W/SIMPSON BPS 518-3 BEARING PLATES 6' 9' PLACE BOLTS WITHIN 6.15"OF EACH - CORNER AND TO A 6'MINIMUM DEPTH APPLY CAULK OR APPLY CAULK OR ADHESIVE UNDER BLDG.DIMENSION BLDG.SIDE REQUIRED% PROPOSED S° b I i ADHESIVE WHERE PLATE W FIRST FLOOR LEFT SIDE 60% _O " I 0 INDICATED W FIRST FLOOR RIGHT SIDE 6D% 1001/6 to W SECOND FLOOR LEFT SIDE 26% 86% -- 45'o.c W SECOND FLOOR RIGHT SIDE 26% 100% - c z P.T.2x 6SILLW/SEALER L FIRST FLOOR FRONT 17% 17% NOTE A3 g L FIRST FLOOR REAR 17% B9% m L SECOND FLOOR FRONT 36% 53% Q L SECOND FLOOR REAR 36% 49% NOTES: NAILING&12"FIELD NAILING SPACING ON ALL WALLS DETAIL AT FIRST FLOOR 2.1 25 ASPECT RATIO ANCHOR BOLT DETAIL NOTE: 3.USE APA WOOD NARROW WALL FRAMING DETAILAT O.H.DOOR WALLS ALSO APPLY ADHESIVE UNDER WALL &PLYWOOD FLOORING AS SHOWN IN THIS DETAIL FOR THE SECOND FLOOR FRAMING THE DESIGNER SWALL EE NOTIFIED IFANY ERRORS OR OMISSIONSARE FOUI.DON SCALE : DRAWING NO.: EaF--<" COTUIT BAY DESIGN, LLC NEW ADDITION FOR: CONSTRUCTION TH BRTOSTARN CONSTRUCTION THE FOR THE CO OR .1/411= 1 1-011 WI THESEBE DRAWINGS I CO THRUCTIOCONTENT I l! 43 BREWSTER ROAD COMMENCES THESE WTHOUT CO>SIRUCRON HE DEIGNEROANYE U7 NOTR OMISSIONS MASHPEE MA. 02649 JANE DRISCOLL THESEDROFAMERRDRLELYFO THEE DATE : �� $) 1 OF THE Ol'NER NOTTEEDD6�OTHER USES PH. (508 274-1966 THESE ORAWWS REWIRES THE.WRITTEN / FAX(50 ) 639-9402 81 QUAIL LANE HYAN N I S P O RT, MA ARMTE TURAL DESIG1GH PROTECTION 2/23/20 1 2 ARCHITET OF COPYRIGHT PNOER THE r 12 2-0' A 26-6' 1 Q3.5 A4 (SHED DORMER) ` 1 2x 6's@16 O.C. B \ \ A4 2 x i s @ 'D.C. TOP OF PLATE I C 12 NEW \\\\ 12� BATH MATCH EXISTING \ SECOND FLOOR �l- EAVE HEIGHT SUBFLOOR \ 3.1 3l4'x912' 11 7/8"1.JOISTS @ 1G'o.c. TOP OF PLATE LVL BEAM 4 x 6 POST UP 4 x 6 POST UP TO RIDGE FROM TO RIDGE FROM HEADER HEADER AZEK BEAD BOARD 2 x 12 RIDGE BOARD ♦ Z CEILING z 2-1 3/4"x 16"LVL RID --. - - NEW _ _ 2 x 10 RIDGE BC D - 3-1 314"x 9 i? 2-1 3/4"x 9 1!Z' / - _ o P T.2 x 6s @ 16"o.c. _ LVL HEADER W/ LVL HEADER W/ M U DROOM (3)2 z 6 STUDS (3)2 x 4 STUDS AZEK DECKING ~ UNDER EACH END UNDER EACH EN 2-P.T.2 x tas DOWN TO FOUND DOWN T FOUND FIRST FLOOR BELOW BELOW Wl AZEK FASCIA FIRSTSUBF FLOOR " - TOP OF FOUND. 2 x 10's 16"o.. NEW 1D"DIA.CONCRETE CRAWLSPACE SONOTUBES TO 47 + BELOW GRADE.USE 2'CONC.SLAB § ih SIMPSON ZMAX O ABU44 POST BASE i b § o SOLID BL CK NG LEDGEWBOEDGD R LAGUK BOL STO 16"oc.W/ZMAX JOISTS HANGERS AT BOTH ENDS B SECTION @ MUDROOM A q A4 B RIDGE VENT A4 2.4r NEW ROOF CONST. 12 (SHED DORMER) .2 x 12 ROOF RAFTERS @ 16'o.c —3.5 8'-0" -5/8"COX PLYWOOD ROOF SHEATHING 2z 6's @ 16"o.c. -ASPHALT ROOF SHINGLES 20'-0" —^,_._.."_._T.._ --.....�...._..._...._._... --... __ __ ._:15LB.FELT PAPER-.._.—.,..-_- . __._ ---_4 I _ ./-/---__ ._.\ --,-� -10"HI-R BATT INSULATION ROOF FRAMING PLAN III SLOPED CEILINGS(R=TB) / /TYP 1/2 GYP.BOARD`\ `\ TOP OF PLATE •11"BATT INSULATION / / ON 1 x 3 STRAPPING \ @ FLAT CEILINGS(RIB) / / @ 16'o.a \` CONT.SOFFIT -2-1 3/4"x 1S"LVL RIDGEBEAM / / \ `\ VENTS NOTES: SIMPSON H 2.5 HURRICANE CUPS AT ALL RAFTER ENDS 1.) ALL ROOF RAFTERS TO BE 2 x 12's ICE/WATER SHIELD AT BOTTOM Q / / NEW \ \ UNLESS OTHERWISE NOTED 3'0`OF ROOF \ \ -PROP-A VENT BETWEEN RAFTERS 12 / GAMEROOM P.T.2x S's@16"o.c. rq 2.) USE SIMPSON H2.5 HURRICANE CLIPS WIND WASH BARRIERS \ \ AT ALL RAFTERS ENDS -ALUMINUM DRIP EDGE 12 \ \ AZEK DECKNG& 3.)VERIFY GUTTER TYPE/LAYOUT / SUBFLOOR-GLUED&NAILED \\ RAILINGS W/OWNERS MATCH EXISTING \ SECOND FLOOR EAVE HEIGHT - SUBFLOOR -a46886 11 7/8"1-JOISTS @ 1S"o.c. TOP OF PLATE 3-1 3/4"x 14" TYPICAL ASPHALT MULTI.LVL HEADER Ill-BATT. 6.0" NEW WALL CONST. ROOF SHINGLES INSULATION(R=38) 5/8"FIRECODE GYP.BD. S t; ON t x 3 STRAPPING @ 16' 1 2 x 6 STUDS @ 16"o.c. w 5/8"CDX PLYWOOD SHEATHING F D.C.IN GARAGE 2 1/2'PLYWOOD SHEATHING ,j z 2 x 12 RAFTERS 15A FELT PAPER N 3 6"(R=20)BATT INSULATION = ♦ NEW 4 11T GYPSUM BOARD y MIND SIMPSON H 25 HURRICANE CUPS czi S.W.C.SHINGLE SIDING 9 �- GARAGE 6 TYPAR EXTERIOR VAPOR BARRIER = -x BARRIER H �� 3'0"WIDE ICEAVATER SHIED r � o F 7.6 MIL POLY INTERIOR VAPOR BARRIER ALUMINUM DRIP EDGE (5"CONC.SLAB FASCIA,SOFFIT.&FRIEZE PITCH Z'TO O.H DOOR p.T.2 z 6 SILL W!SEALER v m 1 x 3 STRAPPING W/ BOARDS TO MATCH EXISTING W/6 x 6 W WF EMBEDDED 1/2'GYPSUM BOARD TOP OF FOUND. _ __-_`__ _ N TOP OF FOUND TYP.2 x 6 WALLS W CONCRETE FOUNDWALLS ATION 6 DETAIL AT ROOF SECTION @ GARAGE A4 x 18"CONC. FOOTINGS TO SCALE:1/2"=V-0" 4.0"BELOW GRADE THE ERRORSION ONUSSI.L BE NOTIFIEDFOUND ON SCALE : DRAWING NO.: ERRORS A ON9S PRIG ARE FOUND ON COTUIT BAY DESIGN, LLC ADDITION FOR: THESEORAVANGSPRI SMOMART OF T VA LSRERESPONSIBLE OR THE Cfl� 11411= 1'-01I 43 BREWSTER ROAD INTHESE DRAWNGS IFCONSTRUCIION PH. (50 ) ,4-1 02649 JA N E D R I S C O L L COMMENCES WITHOUTNOTIFYINGSOLELY TI- PH. (508 274-1166 DESIGNER OF hW ERRORS DR OIdISSxN15 THESE pRAVANGS ARE SOIELY FOR TIE USE DATE 81 QUAIL LANE HYANNISP RT, MA CO OF EW�4RE TEDDES:ANY UNERUSE OF A4 FAX(50 ) 539-9402 T/ESEDRAVANGSREOUIRESTHEWRITTFN 2/23/2012 CONSENT OF THE DESIGNER UNOFR T!E ARCHITECTURAL WPYPoGHTPROTECTION NAILING SCHEDULE NOTES: 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS ROOF FRAMING &DIMENSIONS IN THE FIELD I, BLOCKINGTO RAFTER(TOE NAILED) 2-8d 2-l9d EACH END 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, RIM BOARD TO RAFTER(END NAILED) 2-16d 3-16d EACH END WALL FRAMING DETAILS,&FINISHES IN THE FIELD WITH OWNER TOP PLATES AT INTERSEC71ONS(FACE NAILED) 4-16a 5-16d AT JOINTS 3. ROUGH OPENING HEAD HEIGHT OF WINDOWS AT STUD TO STUD(FACE"LED) 2-16d 2-16d 24"D.C. HEADER TO HEADER(FACE NAILED) 16d 16d 1 ET o.c.ALONG EDGES FIRST FLOOR TO BE 6'-8"ABOVE SUBFLOOR FLOOR FRAMING: 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-Bd 4-10d PER JOIST STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 BLOCK BLOCKIINGTO JOISTS(TOE NAILED) 3-1E 2-16d EACH END NG 70 SILL OR TOP PLATE(TOE NAILED) 3-16d 4-t6tl EACH BLOCK 5•) ALL AZEK TRIM TO BE PAINTED WHITE&ALL JOINTS/NAIL HOLES SEALED. LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST 6.) 110 MPH EXPOSURE B WIND ZONE,1.25 ASPECT RATIO 1 BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PERJOIST 1 BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16d 3-16d PER FOOT 7.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING ROOF SHEATHING. WOOD STRUCTURAL PANELS(PLYWOOD) B•) ALL LVL LUMBER/BEAMS TO BE 1.9e U480 LOAD,VERIFY ALL SHOWN RAFTERS OR TRUSSES SPACED UP TO 1s"D.D. 6d 10d B'EDGEl6"FIELD RAFTERS OR TRUSSES SPACED OVER 16'D.c. Bd 10d 4"EDGE/4'FIELD SIZES WITH LUMBER SUPPLIER GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d lod 6"EDGE/6'FIELD 9.) SEE CERTIFIED PLOT PLAN DEVELOPED BY CAPESURV FOR ALL GABLE END WALL RAKE OR RAKE TRUSS Bd 10d 6"EDGE/E'FIELD W/STRUCTURAL OUTLOOKERS PROPOSED&EXISTING DETAILS GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS Bd - 10d 4"EDGE/4"FIELD 10.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL CEILING SHEATHING. SIMPSON COMPONENTS GYPSUMWALLBOARD 5d COOLERS — 7 EDGE/ID'FIELD 11. ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS WALL SHEATHING. WOOD STRUCTURAL PANELS(PLYWOOD) TO BE 3000 PSI STUDS SPACED UP TO 24"o.0. 8d 10d 3"EDGE/12'FIELD 1 P2"8 25r "FIBERBOARD PANELS Sd — 3"EDGE/6'FIELD 12•)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE 1/2"GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/i O"FIELD DURING FRAMING CONSTRUCTION FLOOR SHEATHING: 13.) THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" WOOD STRUCTURAL PANELS(PLYWOOD) &WITHIN ONE MILE OF IJANTUCKET SOUND PER STATE OF GREATER TER THANTHICKNESS Ba _F_10d 6"EDGElW FIELFIELD GREATER THAN THIChTJESS tOd 16d - 8"EDGE/G FIELD MASSACHUSETTS WIND SPEED MAPS 14.) GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE IMPACT GLAZING VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS W/OWNERS PRIOR TO START OF CONSTRUCTION 15.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE to RD®OARD 16.)ALL WINDOWS&DOORS TO HAVE SILL PANS&ICEIWATER SHIELD FLASHING LSL RINSOARD SIHEATNDHG F31.LER DDUIILE TOP PLATE B'RET11IIEm }}}}}} (7)-1 3/4 x 14'LVL HEADER }}}}}} i}}}}} {.}}}♦♦ L.STA2{SERA. T LLfAN SfRRIP n (INSIDE FALL O'VA+-L1 BltOE FAQ v VALL) HEADER TO Q)2x6 14 HEADIR TD FASTEN UP PLATE TIE HEADER WIN . (PD ROVS 13F 16U SI{QR NAILS AT Y DL t FASTEN SHEATHING TD HEADER VITH Rd mWW tR GALVANQEp Dm(NAILS IN 3'(AID PATTO N AS •• SH13"" lm A 3'ELM IN ALL MANING ETHOS,IIDCKING AND SDLS)TIP. 44 cm-2x6 2x6 FRAMING PAN A PANEL SPLICE II F 1F2 PANEL MIR THANE rS F KID- HEIGHT . AND OCGF ALL. EL'OSMALL KNAILED ED WALL. 3 16d SINKERS SWILL 9S'STID7CRv., PANEL SHEATHING RE NNLED VI711/3)16d SINO3T5 NIL E'10.116'PLATE VASUM STNDL{ HDLDOVN HULDOWN • , 9Y DMA ANCHOR RdT .va• '•A ) (J'NIN ENDEONCIM O.H. DOOR DETAIL SIDE ELEVATION NO SCALE THE ERRORS OR IOR.OWSSILLRENO IREDFOUND 0" SCALE : DRAWING NO.: COTUIT BAY DESIGN, LLC NEW ADDITION FOR: RTI°��`°CONIT THESE DRAYAN IS PRIOR 70 START OF WLLBERESPCONSTRUCTION SHEBUILDRH CONTRACTOR 1/411 11-011 WILL BE DMAIVISIRLEF ONST CONTENT 43 BREWSTER ROAD IN THESE DRANINOSIF COTIMN THE JANE DRISCOLL ODNNENGESVASA lT nOLELFO THE �� MASHPEE,MA. 02649 THESE OROFAWAWORS ROMI OMISSIONS USE PH. (508)274-1166 OF THE OMER ERNE ERRORS OTHER ON5 FAX(508)539-9402 81 QUAIL LANE HYAN N I S FQRT, MA �o ONTFTHE TESIGNMUHER1T E0F 22/232012 THESE DRAVAnGS RE°URES THE W W TTEN CONSENT OF THE DES1GnER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION FOR- N o co po