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Home My WebLink About0094 GREELY AVENUE qy �Gr�ea r �� , b �. - .. ., 4 f �. � � e, �+ ... - Q � o !� p, d .. e I o �. .. - ., M .. .. p � 'i w a ' e �44i � 9 o .. e � - } S G 0' 4 � o _. t n }/ C - F .. .. _ _ _ � i e. p. r T Commonwealth of Massachusetts Sheet Metal NO t a6-1? Date: Permit# SEP 29 2017 � Estimated Job Cost: $ Q Gt�G. clo Permit Fee: $ T 0� BARNS I ABL Plans Submitted: YES NO Plans Reviewed: YES NO Business License# �� Applicant License# I Business Information: / / Property Owner/Job Location Information: Name: c., Name: , cz/��C►rt, l%�tG�b-2_ Street: J ,�Gv� �r2zor , Street: City/Town: City/Town:C e,)A- Telephone: J7F 2 Telephone: Photo I.D. required/Copy of Photo I.D. attached: YES NO 'Staff Initial J-1 /Ounrestricte'd license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less Residential: 1-2 family � Multi-family Condo/Townhouses Other Commercial: Office - Retail Industrial Educational Institutional Other Square Footage: under 10,000 sq. ft. (�-�over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work: Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: o• p t) e* * c p � T' INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch.112 Yes ❑ If you have checked Yes, indicate the type of coverage by checking the appropriate box below: A liability insurance policy Oa- - Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. . Check One Only Owner Z3' Agent ❑ Signature of Owner or Owner's Agent By checking this box[],I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation:YES NO Progress Inspections Date Comments Final Inspection Date Comments Type of License: By ❑Master Title ❑Master-Restricted City/Town ❑Journeyperson Signature Licensee Permit# ❑Journeyperson-Restricted License Number: _ Fee$ ❑ Check at www.mass.gov/dal Inspector Signature of Permit Approval -� <GOMMONWEALTH OF MASS GHUSETTS <q .COMMONWEALTH OF MASS ACHUSETTS e e e o � e o e o • BOARD OF OARD F SHEET.METAL WORKERS SHEET METAL WORKERS :ISSUES THE FOLLOWING LICENSE AS A ISSUES THE FOLLOWING LICENSE �+ BUSINESS MASTER-UNRESTRICTED' Z MICHAEL J MAGUIRE MICHAELJ MAGUIRE H ATLANTIC REFRIGERATION OF HUDSON'INC 22 MCNEIL CIR r :s wj tub: 9 BONAZZOLIAVENUE HOPKINTON: MA01748 2355 z w .. •: 1.SyY - 5 ,cw_, HUDSON, MA 01749 .; R5/25/2019 270115 8318 06/2812018 61046 f The Commonwealth of Massachusetts Print Form Department of Industrial Accidents Office of Investigations t 600 Washington Street Boston, M4 02111 ' www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Atlantic Refrigeration of Hudson, Inc Address:9 Bonazzoli Ave#25 City/State/Zip:Hudson, MA 01749 Phone#:978-562-7552 Are you an employer? Check the appropriate box: Type of project(required): 1.❑✓ I am a employer with 10 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g• ❑ Demolition workingfor me in an capacity. employees and have workers' � y p ty comp. insurance.$ 9. ✓❑ Building addition [No workers comp. insurance p required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LE] Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Aon Risk Services, Inc of Florida Policy#or Self-ins. Lic.#:WC094184459 Expiration Date:7/20/18 Job Site Address:94 Greely Ave City/State/Zip:Centerville, MA 02672 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 certify under e �ains and penalties ofperjury that the information provided above is true and correct. Si ature: a Date: lag 1';201 Phone#:978-5 2--7552 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#: J 7 ® DATE(MWDD/YYYY) A�o CERTIFICATE OF LIABILITY INSURANCE 06/09/17 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an. ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT Aon Risk Services,Inc of Florida NAME: Aon Risk Services,Inc of Florida 1001 BPHONE FAX Miami,FL FIL 33131-0937 ell Bay Drive,Suite#1100 A/C No Ext:800-743-8130 A/C No):800-522-7514 EMAIL Miami, ADDRESS: ADP.Col.Center@Aon.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: New Hampshire Ins Cc 23841 INSURED ADP TotalSource CO XXI,Inc. INSURER 6 10200 Sunset Drive INSURER C: Miami,FL 33173 ALTERNATE EMPLOYER INSURER D: Allantic Refrigeration Of Hudson Inc 9 Bonazzoli Avenue, INSURER E Hudson,MA 01749 INSURER F: COVERAGES CERTIFICATE NUMBER: 1603849 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. LIMITS SHOWN ARE AS REQUESTED. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LT R INSR WVD MWDD/YYYY MM/DD/YYYY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE 1-1 OCCUR DAMAGE (RENTED PREMISESS Ea occurrence) $ MED EXP(Any oneperson) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑PROJECT LOC PRODUCTS-COMP/OP AGG $ OTHER $ AUTOMOBILE LIABILITY C BINED) GLE LIMIT Ea accident $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEC I I RETENTION$ WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE I ER A ANY PROPRIETORrPARTNERrEXECUTIVE I WC 026166209 MA 7/l/2017 7/1/2018 E.L.EACH ACCIDENT $ 2,000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 2.000,000 If yes,describe under - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT I $ 2,000,000 1 F7 I DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached It more space Is required) All worksite employees working for ATLANTIC REFRIGERATION OF HUDSON INC,paid under ADP TOTALSOURCE,INC.'s payroll,are covered under the above staled policy. ATLANTIC REFRIGERATION OF HUDSON INC is an alternate employer under this policy. CERTIFICATE HOLDER CANCELLATION Atlantic Refrigeration Of Hudson Inc SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 9 Bonazzoli Avenue THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Hudson,MA 01749 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE on e k:{�e�vice�, a11z o f�f r!ociaa ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 1013007 N013007916711011111001000090000000000123458789201708141 r --,MON ATLAN-1 OP ID: R2 AC'OR1: DATE(MM/DDNYYY) `.�- CERTIFICATE OF LIABILITY INSURANCE 10/2112016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. if SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies'may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement s PRODUCER NaAME TA C ,III x T Dennis F.Mur h 5140 D Francis Murphy Ins Agcy Inc ac No:978-567-6436 50 Main Street PHONE 978.568.8711 FAX Hudson, MA 01749 E-MAIL Dennis F.Murphy III x5140 INSURERS AFFORDING COVERAGE NAIC q INSURER A:Selective Ins CO of Southeast 39926 INSURED Atlantic Refrig.of HUdSOn,inc INSURER 6: Michael J.Maguire INSURER c: 9 Bonazzoli Ave Ste 25 Hudson,MA 01749-2857 INSURER D: INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR TYPECFINSURANCE POLICY UM ER DDIYYYYI GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 A X COMMERCIAL GENERAL LIABILITY X S 1826870 10/09/2016 10/0912017 PREMISES Ea occurrence) $ 100,001 CLAIMS-MADE a OCCUR MED EXP(Anyone person) $ 10,00 PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 3,000,00 ' GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OBAGG $ 3,000,00 l POLICY JECTPRO- n LOC $ d AUTOMOBILE LIABILITY I COMBINED SINGLE LIMIT Ea accident $ 1,000,00 1 A ANY AUTO iA 9091064 10109I2016 10/09/2017 BODILY INJURY(Per person)ALL $ AUTOS OWNED SCHEDX AUTOS BODILY BODILY INJURY(Per accident) $ ANON UT05NNED PER ACCIDEAMAGE $ HIRED AUTOS X X UMBRELLA UAB X , OCCUR EACH OCCURRENCE S 1,000,00 A EXCESSUAB CLAIMS-MADE S 1826870. 10109/2016 10/09/2017 AGGREGATE $ 1,000,00 DED FX I RETENTION$ O M $ WORKERS COMPENSATION WC STATU• OTH- AND EMPLOYERS'LIABILITY Y/N R I IER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N/A E.L.EACH ACCIDENT S i(Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ rt yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 10t,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZZ�EDDjREPRESENTATIVE I r�y.�/yt/Ytit/y ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD ' r Town of Barnstable BUlldlil IS!"w".-�: BAR+�BTARI.E, p , ,'a'*` ..• �'.. �, y¢y'`�'," ^'�!•. �p� `� .. 'x� < ,iz; � � �. p �: �? Farp:.: Wherega'Cert�ficaterof;;-0ecu anc". :is Re wired s uldin shall Not�1JeClccu led un#�Ixa Final ins eet�on hasbeen made ` Permit ��. .� y .._:�q� . '� �_ � yea a.::� r •� �� .:��::� �"_ .;x Permit No. B-17-2764 Applicant Name: MAGUIRE,MICHAELJ&KAREN A Approvals Date Issued: 09/06/2017 Current Use: Structure .Permit Type: Building-Addition/Alteration-Residential Expiration Date: 03/06/2018 Foundatio C q ,,r 17 4pu Location: 94 GREELY AVENUE,CENTERVILLE Map/Lot: 245 I145 Zoning District: RD-1 Sheathing: o aZ L7 Owner.on Record: MAGUIRE MICHAELJ&KAREN A Lontractor ame Nick Bowes framing: 1p 6\ 7 'Address: 22 MCNEILCIR Contractorrcense 188628 2 HOPKINTON IVIA 01748 - _... � £st ProJectCost: $20;000:00 Chimney: Description: BUILD 15'X12' BREAKFAST NOOK ADDITION gPermrtfee: $152.00 Insulation: Project Review Req: BUILD 15'X12'BREAKFAST NOOK ADDITION fee Paid: $152.00 Final: Date 9/6/2017 On Plumbing/Gas Rough Plumbing: Building Official final Plumbing: This permit shall be deemed abandoned and invalid unless the work auth-"1 d by this permit is commenced within six months after issuance: Rough Gas: All work authorized by this permit shall conform to the approved applWation and, approved construction documentsfor 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 y laws anel codes. &M . Final Gas: This permit shall be displayed in a location clearly visible from access street or road°and shall be maintained open for Public insp�ectort for the entire duration of the work until the completion of the same. P Am Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the 8uil Ing and fire Off ls�are provided qn ji permit. Service: Minimum of Five Call inspections Required for All Construction Work: 1.Foundation or FootingI NO £ Rough: 2.Sheathing Inspection -r �" 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&.Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth,in MGL c.142A). Fire Department Building plans are to be available on site final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map } Parcel 1 Application # (- Health Division au LOING Date Issued Conservation Division 4ff Application Fee Planning Dept. AUG- 212017 Permit Fee Date Definitive Plan Approved by Planning Board TO WN"0`- Historic - OKH _ Preservation/ Hyannis Project Street ddress �q 4 Chi Village k Owner I r l 10,1 A V � U I Y Address IneNlf 1/Telephone 2 2 / r IT Permit Request 4l t & 2� f�P_4� •�C aaldl drl Square feet: 1 st floor: existing aO-proposed 1 uu 2nd floor: existing U proposed Total new Zoning District kp4, Flood Plain 0 Groundwater Overlay Project Valuation 2�, UtSy Construction Type k.1t9ta 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 ULNo On Old King's Highway: ❑Yes XNo Basement Type: ❑ Full ❑Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq/.ft) Number of Baths: Full: existing new Half: existing t new Number of Bedrooms: Z, existinggnew Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 4 Gas ❑Oil ❑ Electric ❑ Other Central Air: 56,Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes site plan review# Current Use aa t Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER)-- — Name I y10-' � u�� Telephone Number Address L- 1�<<� License# �n' J �� ✓� Home Improvement Contractor# Email Y--C k0� k Worker's Compensation # ALL CONSTRUCTION DE-al RESULTING FR M THIS PROJECT WILL BE TAKEN TO &01L SIGNATURE DATE (Plfq FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED -MAP/ PARCEL NO. ADDRESS VILLAGE 1 :3 OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r Office of Consumer Affairs& Business Regulation-Mass.Gov Page 1 of 1 The Official Website of the Office of Consumer Affairs&Business Regulation(OCABR) Consumer Affairs and Business Regulation Home Consumer Rights and Resources Home Improvement Contracting Home Improvement Contractor Registration'Lookup To search by registration number, enter the registration number in the textbox below and click the' 'Search' button. Search by Registration Number 188628 Search You must click the "Search Registrant" button to search by name or location. Search by Registrant Company name Search by Registrant Last name I City/Town Search Re istrant State ' Zip code Click on the registration number to view complaint history.You can also view arbitration and Guaranty Fund history. The list is current as of Sunday, August 20, 2017: Search Results RESPONSIBLE REGISTRATION EXPIRATION RegistrantName ADDRESS STATUS INDIVIDUAL , NUMBER DATE Nick Bowes Bowes, Nick 188628 202 Rolling Hitch 08/15/2019 Current RD Centerville, MA 02632 ©2012 Commonwealth of Massachusetts. Mass.Gov®is a registered service mark of the Commonwealth of Massachusetts. r https:Hservices.oca.state.ma.us/hic/licenseelist.aspx 8/21/2017 ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): 1 �m"(afs Address: 02 1ll c City/State/Zip: Vl D3 Phone #: Are you an employer? Check the appropriate box: Type of project(required): 1. I am a employer with 4. 1 am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2.) I am a sole proprietor or partner listed on the attached sheet. 7. Remodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' 9. >\' Building addition [No workers' comp. insurance comp. insurance. required.] 5. We are a corporation and its 10. Electrical repairs or additions 3. 1 am a homeowner doing all work officers have exercised their 11. Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12. Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13. Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site 1 information. Insurance Company Name: Policy#or Self-ins.Lie.#: Expiration Date: / Job Site Address: (T__re-le City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a. fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of. Investigations of the DIA for insurance coverage verification. I do hereby certif u t e pains at and penalties of perjury that the information provided above is true and correct. - t Si nure: Date: Phone#: — o 4 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#: s f AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 94 GREELEY AVE ADDITION Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................................................. .................................................110 mph Q WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story).......1 stories <_2 stories Q Roof Pitch ..........................................................................(Fig 2) 10!02:12 MeanRoof Height .....................................................................(Fig 2)...................................................15 ft <_33' Q BuildingWidth,W...............................................................(Fig 3).................................................. 12 ft <_80' Q BuildingLength,L ..............................................................(Fig 3)...................................................15 ft <_80' Q Building Aspect Ratio(L/W) ................................................(Fig 4)......................................................1.25 < 3:1 Q....................................................................................... Nominal Height of Tallest Opening? ...........................................(Fig 4)..................................................V-8"<_6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete............................................:................................................................................. N/A ConcreteMasonry .................................................................... ........................ N/A 2.2 ANCHORAGE TO FOUNDATION1.3 5/8' Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concreteV 1' Bolt Spacing—general ..........................................(Table 4) in� N/A Bolt Spacing from end/joint of plate ............................(Fig 5).........................................12 in. <_6"—12" N/A Bolt Embedment—concrete.........................................(Fig 5)..................................................7 in. >7" Q Bolt Embedment—masonry.........................................(Fig 5).........................................._7_in. >_ 15" N/A PlateWasher................................................................(Fig 5)...............................................>_3"x 3"x'Y4" N/A 3.1 FLOORS Floor framing member spans checked...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6)...................................................._ft:5 12' N/A Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).................................................... ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... ft <_d N/A Floor Bracing at Endwalls...................................................(Fig 9).................. .............................. .......... [� Floor Sheathing Type ........................................................(per 780 CMR Chapter 55) Q Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)...........................3/4 in. Q Floor Sheathing Fastening......................................:...........(Table 2)...........8 d nails at 6 in edge/12 in field Q 4.1 .WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5).........................T-8"ft <_10' Q Non-Loadbearing walls...............:..................:.............(Fig 10 and Table 5).............................18 ft <—20' Q Wall Stud Spacing ...................:. ..................................(Fig 10 and Table 5).....................16 in.<_ 16"o.c. Wall Story Offsets ..........::............................................(Figs 7&8)............................................ ft <_d N/A I c AWC Guide to Wood Construction in High WindAreas: 11O mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-7 ft 8 in. Q Non-Loadbearing walls................................................(Table 5)........................................2x6-18 ft 0 in. [� Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. Q WSPAttic Floor Length.................................::.............(Fig 11)..,.......................................... ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)...................(Fig 11)..............................................15 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).............................................................. N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................................8 ft Q Splice Connection(no. of 16d common nails)..............(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral(no. of 16d common nails).._.............................(Tables 7)..........................:................................... Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Table 8)..............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans .........................................................(Table 9)..........................................3 ft 0 in.s 11' Q Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in.5 11' Full Height Studs (no. of studs)...................................(Table 9)..............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans....................................................:........(Table 9)..........................................8 ft 0 in. <_12' Q Sill Plate Spans...........................................................(Table 9).................................. ft_in. < 12" N/A Full Height Studs(no. of studs)....................................(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously' Minimum Building Dimension,W Nominal Height of Tallest Openingz :........................................................................6'-8":5 68" Q SheathingType..............................................(note 4).........................................................WSP 0 Edge Nail Spacing.........................................(Table 10 or note 4 if less)..............................3 in. Q Field Nail Spacing..........................................(Table 10)............................ .......................12 in. Q Shear Connection (no. of 16d common nails)(Table 10)............................................................4 Q Percent Full-Height Sheathing.......................(Table 10)......................................................26% Q 5%Additional Sheathing for Wall with Opening>6'8".(.................................................. Maximum Building Dimension, L Nominal Height of Tallest Openingz.....................................................................6'-8"s 6'8" Q SheathingType..............................................(note 4).........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less)..............................3 in. Q Field Nail Spacing..........................................(Table 11) . ........12 in. Q Shear Connection (no. of 16d common nails)(Table 11)............................................................4 0 Percent Full-Height Sheathing.......................(Table 11)......................................................17% Q 5%Additional Sheathing for Wall with Opening>6'8.. ................................................... Wall Cladding Ratedfor Wind Speed?................................................................ ...................:............................................ f AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool, see BBRS Website) Q Roof Overhang ................................................... (Figure 19)...............2/3 ft<_smaller of 2'or L/3 �( Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..............................................U=236 plf Lateral.............................................(Table 12)...............................................L=176 plf Q Shear..............:................................ Table 12 ........................... ( ) ....................S=77 plf Q Ridge Strap Connections, if collar ties not used per page 21... (Table 13)................................T= plf N/A Gable Rake Outlooker......................................... (Figure 20).............. ft<_smaller of 2'or L/2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. N/A Lateral(no. of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type....................................................(per 780 CMR Chapters 58 and 59) ............ 1Z Roof Sheathing Thickness........................................... ...............................................5/8 in. >:7/16"WSP 0 Roof Sheathing Fastening............................................(Table 2) 8d 94 GREELEY AVE ADDITON MEETS THIS_CHECKLIST IN IT'S ENTIRETY THEREFORE THE FOLLOWING NOTE APPLIES: 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. Corner 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 percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-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 i AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 -WHEN THIS EDGE REM ON FRMIINGEISEW NAILS AT6"br- 11 11 1•I. 11 II 11 11 11 11 11 11 M 1•I 1 1 11 1 L r 11 I l N I1 11 r{. 1 O Al Il � 11 11 Q 1 II F /i IL m I1 1! 1r 1 I I !t Q 11 it 0 1 -I! Q 11 II 111 1 IL II j u le � i 11 Q - Ir i W ii Z i r ii 11 !I II — NAILSPACINIG PANEt d See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment i AWC Guide to Wood Construction in High WindAreas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 a i 6=N j 1 Q ; .. ; 1 , 71 1 1 1 1 1 110 DD i FRAMING MEMBERS i EDGE KIFERIWEDIATE 1 1 Z ' w 31 MIN. STAGGERED 3• E1 AWL PATTERN PANEL PANEL EDGE DOUBLE NAIL EDGE SPAMG DEIIAL Detail Vertical and Horizontal Nailing for Panel Attachment f Town of Barnsfabk. Re ulatory t er lylees Thor as F.Geiler,Director _ • &, Builds Division Toni Perry, Bt?11ding Commissioner 200 Main Street, Hya�1S,MA 02601 I �,�.tor�.barnstai�le.rla.us Office; 508-862-4038 Fax: 50.8-790-6230 Prop oty Ovmc' r Must complete =d. SiOnVais Sect.oll If Using ABuil&r I, L g r �1�} �t1\� - ,"is Ow,- er of the subject property hereby 2ut4orize I v� e-ykn u!<-'s to act on my behalf, in all matters relative tO.WOrk auihori.zed bytU building permit application for (Adch-ess of Jab) 5i a' ofOFner Date P_rut Name Q;FOFr��5:01�%NER�'b�4?5S101Q f Massachusetts Department of Public Safety ? Board of Building Regulations and Standards License: CS-109980 ---Construction,.Supervisor NICHOLAS BOWES 202 ROLLING HITCH ROAD CENTERVILLE MA 02632 'R I Expiration: o.mrxiis�i�.n.er•,. - 01/2212020 ! Construction Supervisor Restricted to: Unrestricted-Buildings of any use group which contain j less than 35,000 cubic feet(991 cubic meters)of enclosed space. I I a Failure to possess a,current edition of the Massachusetts State Building Coders cause for revocation of this license. i DPS Licensing information visit: WWW.MASS.GOVIDPS° `"ETo Town of Barnstable Building Department - 200 Main Street 9BA M LE, Hyannis, MA 02601 1639• A�� (508) 862-4038 rFo Ma'+ Certificate of Occupancy Application Number: 200806969 CO Number: 20080344 Parcel ID: 245145 CO Issue Date: 06119109 Location: 94 GREELY AVENUE Zoning Classification: RESIDENCE 0-1 DISTRICT Proposed Use: SINGLE FAMILY HOME Village: CENTERVILLE Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Bui ing epa ment Signature Date Signed Butijing �► Application Ref: -. 200806969* BARNSTABLE, Issue Date: 01/16/09. Permit. 9 MASS �A 16g9• a�� Applicant: BAYSIDE BUILDING,INC Permit Number: B 20090081 rF0 MP'l , Proposed Use: SINGLE FAMILY HOME Expiration Date: 07/16/09 Location 94 GREELY AVENUE Zoning District RD-1 Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 245145 Permit Fee$ 1,045.50 Contractor BAYSIDE BUILDING,INC Village CENTERVILLE App Fee$ 50.00 License Num 005645 t Est Construction Cost$ 205,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND EXISTING GARAGE TO LIVING SPACE ADD ANEW 2 CAR GAR WI H .THIS CARD MUST BE KEPT POSTED UNTIL FINAL UNFIN ATTIC,NEW LAUNDRY 1/2 BATH&HALL,NEW PORCH -INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MAGUIRE, MICHAEL 18i BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL. Address: 22 MCNEIL CIR INSPECTION HAS BEEN MADE. HOPKINTON,MA 01748 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO,OCCUPY ANY STREET;ALLY OR SIDEWALK OR A PART TH I R,TEMPORARILY OR PERMANENTLY ENCROACHEMENTS ON PUBLIC PROPERTY',NOT SPECIFICALLY PERMITTED-UNDER THE BUILDING CODE,MUST BE APPROVED BY;THE JURISDICTION. STREET ORALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY.BE OBTAINED. ,D FROM THEEPARTIVIENT OF.PUBLICWORKS. • THE ISSUANCE OF;THIS PERMIT DOES'NOT RELEASETHE APPLICANT,FROM:THE.CONDITIONS OF-ANY APPLICABLE SUBDIVISION`RESTRICTIONS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4. PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS A� Z/C 215t V 3 1 Heating Inspection Approvals Engineering Dept Fire ept �' Board of Health a �-r3 Qa_S O W � �S Ll PROJECT `' � /.� � -W� 1 NAME:— yb L✓4 Smt,f, '/ ADDRESS: 9h� EE�Ly. w/ Yll/�'-�'N• �JTIG b%d 4�t/i✓dee y PERMIT zoogo g�q PERMIT DATE: m/P: LARGE ROLLED PLANS ARE IN: BOX 92, SLOT Data entered in MAPS Program on: BY: a/wnfile�/archive f i 4 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel J Application #ry Health Division Date Issued I Conservation Division Application Fee Planning Dept. `F. Permit Fee 061 Date Definitive Plan Approved by Planning Board Historic,- OKH Preservation/Hyannis V' Project Street`Address �� -'��L 1� /� � Village ZV c / T ,14111wo P0fnr OwnerA4CC#J4& 1( A1i4/ZCd/ 04 d/1F_ Address S ri? Telephone ��_ Vd " .S 4FOP Permit Request FXI5T11t16 4;WRA ,C %(J C/y'/A/e SP,�F4 A?p 1 AIE us a C'f g- 0,O RME �//(�,�f��f5 H D H'77l C R S 0 � Div L.�/.1/b�Y, '/z 9 N-TtfL(- C4061AAO 1W )caA17- AMC// if 125D/N6 it 3q,,X5, F j9RmEfRS f'O�Cff Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District �� ` 1 Flood Plain Groundwater Overlay Project Valuation 5�000 Construction Type OVO75 )r1W M.P_ Lot Size GAS, d 3 a 16 Grandfathered: ❑Yes 10"No If yes, attach supporting documentation. Dwelling Type: Single Family R(' Two Family ❑ Multi-Family (# units) Age of Existing Structure / V61 Historic House: ❑Yes Yo On Old King's Highway: ❑Yes Zlo Basement Type: ❑ Full Crawl ❑Walkout U(Other /j4N1l1-y 2004M - rX4A4F- r- 5L:49 Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new CJ Half: existing new 1 Number of Bedrooms: 3 existing 0 new Total Room Count (not including baths): existing y new First Floor Room Count Heat Type and Fuel: 01 Gas ❑ Oil ❑ Electric ❑ Other Central Air: h9 Yes ❑ No Fireplaces: Existing l New Existing wood/coal stove: ❑Yes ZNo Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ ?3S� Attached garage: ❑ existing new size _Shed: ❑ existing ❑ new size _ Other: _ 1 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ 5t Commercial ❑Yes ErNo If yes, site plan review# Current Use Proposed Use CA) r APPLICANT INFORMATION Ln (BUILDER OR HOMEOWNER) Name ,7� 13U&,�>/A/d lMG Telephone Number 77f- /D 1`a Mdress D )C q s- License # N y Imo. - 0716 Home Improvement Contractor# 1 3 77,6 Worker's Compensation # IV—F 00731f04,_ lU ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO R/ V10 4AA1)S1=1 SIGNATURE DATE ��6X C FOR OFFICIAL USE ONLY `y APPLICATION# DATE ISSUED L, - MAP/PARCEL NO. } ADDRESS VILLAGE F OWNER DATE OF INSPECTION: z } FOUNDATION 2hA? - ti FRAME G 41 -0R')3/2,-?1 to INSULATION FIREPLACE _ ELECTRICAL: ROUGH FINAL t • PLUMBING: ROUGH FINAL ^ GAS: ROUGH FINAL FINAL BUILDING i DATE CLOSED OUT e ASSOCIATION PLAN NO. Board ul'l3uil��nit+f�c�4u�itiods nnt��t:mdanls Construction Supervisor License License: CS .5641, Expiration: 4!19!2010 Tr# 22048 iRestriction: 00 BRIAN T DACEY f_NTEkVIUE, Mi,U' 8i2 C�iuunissioncr i 011-35,000 cf enclosed space Masom•>.only 1G 1 2 Famil}' llomcs Failure to possess a current edition of the Niassaeluisetts state Building Code is cause for rc",acation of this license. � t • Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registration: 113786 Expiration: .7/16/2009 Tr# 131980 Type:.Private Corporation BAYSIDE BUILDING INC ' .... BRIAN DACEY PO BOX 9513 BAYBERRY-SO .y.. ...� CENTERVILLE.MA 02632 Administrator w. ;: ..: .. �i.'• Iq i !{ License or registration valid for individul use only before the expiration date. If found return to: �1: Board of Building Regulations and Standards I . One Ashburton Place Rm 1301 Ai ;:;i Boston,Ma.02108 �a ot'valid without .ture t P. ` is — ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' d ' 600 Washington Street Boston,MA 02111' wlvw.mass.gov/dia ' Workers'Compensation Insurance Affidavit: Builders/Cofttractors/Electrician.s/Plumbers Applicant Information Please Print Legibly Name(Business/Organizatio&hdividual): -A/q y5 /` E NaDIIJ-6 C Address: City/State/Zip: tf'41)FR V 1/t f M# dZ4�ZPhone.#: 221' /(/V() Are you an employer? Check the appropriate box: :Type of project(required):, 4. I am a general contractor and I 1,❑ I am a employer with 6. ❑Now construction . employees(full and/or part-time).* • have hired the sub-contractors l 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 '-svorkin for me in an capacity. employee$ and have workers' g y p ty 9, []Building addition o workers' comp,insurance comp, insurance,1' 5. [] We are a corporation and its 10.❑•Electrical repairs or additions required.] officers have exercised their 11. Plumbing repairs or additions. '3.❑ I am a homeowner doing ill-work . � . g P myself,[No workers'comp. right o£exemption per MGL 12,❑Roof repairs insurance.required.]f c. 152, §1(4), and we have no 13.[]Other_ employees. [No workers comp,insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. f Homeowoers,who'submt this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. . #Contactors that check this box must attached en additional sheet showing the name of the Sub-contractors and state whether ornot those entities have employees. If the sub-contractors have employees,they must providt:their workers'comp.polidy number. I am an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site• information. �} l Insurance Company Nairn: // C•i z)14 / Al�. CU Policy#or Self-ins.Lic,#: 40 7 3110 6 ! J Expiration Date: lob Site Address: R`z t0lgjrE' _'V 40 City/State/Zip: Attach a copy of the workers'compensation policy declaration page'(showing the policy number and expiration date). Failure,to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK•ORDER and a fine of up to$250.00 a day against thq violator. Be advised that a copy of this statement may be forwarded to the.Office of' Investigations of the INA for insurance coverage verification. I do hereby certify under the pains-_afidPMff1Jde perjury that the information provided above is true and correct. Si ature: � !r/ter Date: 12 `(o Id Phone#: i 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): A.Board of Health 2.Building Department 3, City/Town Clerk 4.Electrical Inspector 5,Plumbing Inspector 6. Other Contact Person: Phone#: t .. Y Bayside Building Inc. Certificates of Insurance 2008 Sub Contractor General Liability Workers Comp All Cape Garage Door 6/1/04 6/l/09 6/l/04 6/1/09 Aluminum Products of Cape 8/1.5/04 8/15/09 8/15/04 8/15/09 Baxter Nye Engineering & 8/11/05 8/17/09 8/20/04 8/20/09 Bortolotti Construction 3/7/04 3/7/09 3/7/04 3/7/09 William Campbell 8/26/04 8/26/2009 7/13/04 7/13/09 Cape Cod Marble & Granite 7/l/05 7/l/09 8/16/05 8/16/09 Cape Cod Ready Mix Inc. l/l/07 1/l/09 1/l/07 1/1/09 Cape Concrete Forms 6/5/07 6/5/09 12/7/07 12/7/09 Carpet Barn Inc l/1/06 5/l/09 111105 1/l/09 Casella Waste Management 4/30/08 4/30/09 5/1/08 5/l/09 Robert Chaves 8/13/04 8/13/09 12/17/04 12/17/09 Coy's Brook, Inc 4/24/04 4/24/09 9/21/04 10/1/09 Davids Building & Remodel 01/01/08 1/l/09 6/14/04 8/14/09 D.P. Fuccillo Construction Inc. 10/20/06 10/20/09 10/20/08 10/23/09 Govoni Land Services 5/31/04 6/22/09 7/4/04 6/22/09 Gregoire, Mark 9/18/08 9/18/09 Hill Construction 04/29/07 4/29/09 8/14/04 8/14/09 In Place/DM Design 1/20/04 1/20/09 2/18/04 2/18/09 JAG Cleaning Corp, M&M 5/7/04 4/2/09 8/25/04 5/15/09 Steven Johnson 4/25/04 4/25/09 4/25/04 4/30/09 Kitchen Appliance Mart and 8/12/04 8/12/09 111105 1/1/09 L&M Glass Co, Inc 5/l/04 5/l/09 5/1/04 5/1/09 MAP Insulation 10/l/07 10/1/09 10/1/07 10/1/09 Meagher Construction 6/19/04 9/2/09 6/23/04 6/23/09 Morse's Masonry 3/10/07 3/10/09 Northern Sealcoating 10/1/07 10/l/09 4/l/07 4/l/09 Pro Fence Co., Inc. 3/26/07 3/26/09 3/26/07 3/26/09 Reed, Mel 7/21/04 7/21/09 7/21/04 7/21/09 Rolfe Construction Inc. 7/11/07 7/11/09 Shorey Mfg. 12/1/06 12/1/09 12/1/06 1/l/09 Sullivan Engineering, Inc. 6/26/08 6/26/09 1/28/08 1/28/09 Whiteley, W. Vernon 10/1/04 10/1/09 10/3/04 10/3/09 EF Winslow Plumbing &Heating 12/1/06 12/1/09 1/1/07 1/l/09 1L/1b/2190b 11:137 MIUANI-IU Mr-rM1U r'Hl7t CJbfrJO r, aP13Stkbt ` , RdmflltorYi. er'vio6s . KAM g T' Ptsry; 8 U fng Co=tss►nner ' , , 20Q Mi�a:S;ieet,;�H�aau4s;:Mh Q3601 - . pffice: ,509462 4039 Fax: 508 790-6230. .: '� WinerVIi3;et. Catinp11 a d:5 Ibis Set o If. Usitig A Builder I*bpaizthorize .l` . y. _ _ :'bo'act'onm�behal£, 3n..iLu g attera:x-dat v;e:t6 wotk avtbu=c6by this bath ag.peio*t-4plication:for . ddrasa:eff o1a Off.` I4r;e"1P''�Si�.1"' "; a 0[!.:V•�9`yQ� .. a•eaa .. I Pivat'Nsme I }` .' ° JOB �- TAYLOR DESIGN ASSOC., INC. SHEET NO. ` of P.O. Box 1313 FORESTDALE, MA 02644 CALCULATED BY �Z DATE TEL./FAX: (508) 790-4686 �N OFA CHECKED BY DATE CIX6�T 4� /PVC �n( t K SP�SCALE �1 U; ... 4 2 .............. .. .ca 4 t" '! - Erg GI <....:. �x ._.4�•► 4 `�C.:=).� .._ �Ps.i...rsa . ...... Alt ._ '.............. . ..... ...." . .. : .... :....... .. ... � + ... 3580 . . . �4 ... z..... .... 14-x ...._ ...... Z3.�i 4'7 4.._P .... y � ....... Lf . ..... .... .... ... ° .. 3 ............. ...... .. 33 'c.jc--.. .. . ... . C cl . . t ,.. ............... ....... ,ioB v+ aed RJMM X'�wbl 01T- TAYLOR DESIGN ASSOC., INC. SHEET NO. e' OF P.O. Box 1313 FORESTDALE, MA 02644 CALCULATED BY "f DATE TEL./FAX: (508) 790-4686 ` CHECKED BY DATE c C c. - �I• �`y qw., /a&Lt SCALE .... . l ... .... _. ........ _ ...t > 7 .M .. .......... .. .... '........ 14E-'C` r .... . , . . :. .. .... . . -G __.__...._..:._ _...:__..__...._.... .._......--... a ........ ..... ............ a-.rJ o _ _.. .... _...._ ...... + . . .; . ... . ... s� .1 - /sad VL t JOB ' Z TAIYLOR DESIGN ASSOC., INC. SHEET NO. OF P.O. Box 1313 FORESTDALE, MA 02644 CALCULATED BY C Z DATE �.. L 4-—� TEL./FAX: (508) 790-46.86 � A � /� ` CHECKED BY DATE ( L� C- tG.��.4� /�i►1J `p ( SCALE . . Ceil ....._ .. Q . "� ` R.,... ... �. C .r,. .... 1. .aze '3....r.. t' ... . Z r•.3 . . et.:.. CO.: LraPt,.e.ra/ .o�►Z,� ?.. .. . S 4k . ...... .... ..... ...... _ ...... ....... . f . ` A WC Guide to Wood Construction in High Wind Arens: 110 inph Wind Zone 'Massachusetts Checklist for Cwoinpiiance (7so CMR 5301:2.1.1)1 TOINN OF 8ARNty�' check 1 i BLE. Compliance 1.1 SCOPE - .......::........... r+c ..:r ... ........ 110 mph Wind Speed (3-sec. gust):..............:....... a WindExposure Category....:......................................:........... ...... . ............... ..::.............. Wind Exposure Category................Engineering Required For•:Entire Project.........................................C 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8.in 12 slope-Jvall-be coi sir3P d:a stor 2 stories <_2 stories Roof Pitch .................._.............. (. r . 5 12:12 ' ......................._............... Fi 2")I z�riN............................... :_ MeanRoof Height............................................................:..(Fig 2)... ..................:,,....................... ft. !g 331 Building Width,W .....:......................................:....:......::..(Fig 3)....-....:............:....................... Z''•! ft 5 80' Building Length, L .........................................:.................:.: Fi 3 ft 5 80' i Building Aspect Ratio OW ... ...... ... .. ..... Fi 4 l.�� s 3:1 Nominal Height of Tallest O enin (Fig4 'r: <_6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections.....................(Table 2).. ... .......... :-.......... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5464.1 Concrete........................................... ...................:............ Concrete Masonry................................: ...... x 2.2 ANCHORAGE TO FOUNDATION' 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete onl Bolt Spacing—general :::.............. ... ...::....:......(Table 4).........:::............. ......... ...... in. .. v Bolt Spacing from end/oint of late ....::.::.::. :;...,.(Fig 5 in. <_6" 12" p g j p ........... :.( g ).:. ...::.:........:.::.::........ Bolt Embedment—concrete. ................ :..........L..--(Fig 5).:. .............................................I in. -e 7" f Bolt Embedment—mason V ry...............:....................::.(Fig 5).....:...:............:...:....:.......:-. :� in. z 15„ Y. Plate Washer................... ............... :..:(Fig 5).:............... >_3„x 3"x,/o" a� 3A FLOORS Floor framingmembers ans checked ::......... er 780 CMR Chapter 55 p ..I........_.(p p ) ................................. Maximum Floor Opening Dimension....................:...... ........(Fig 6 ti p 9 ( 9 ) ............................ ..... . . ft<_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,.........'...::.(Fig 7)..:..:.:. ............ .........................._ft :5 d ; Maximum Cantilevered Floor Joists . Supporting Loadbearing Walls or Shearwall........ :::(Fig 8).....:............ - -rc 5 d .y�, Floor Bracing at Endwalls..... ............. ....................:.::.......(Fig:9):.........:.'.:............... .... ..... ......::.. Floor Sheathing Type ...................................... ......(per 780 CMR.Cha ter 55 Floor Sheathing Thickness .:.............. (per 780 CMR Chapter 55 Floor Sheathing Fastening.................................................(Tablet).. d nails at /�:". in edge! .1� in field y 4.1 WALLS Wall Height Loadbearing walls........... . ............. (Fig 10 arid Table 5)........................-._L ft <10' Non-Loadbearing walls... ::...............:...........••--.-.(Fig 10 and Table 5)-- :..............:....... M ft :520' Wall Stud Spacing ........::.................................;.:.........(Fig:10 and Table 5)..........:....... Iw:.in: 5 24"o.c. %. Wall Story Offsets ..................: ...........,.,.'.:......(Figs 7&8).. .:.............,......................,:. X ft 5 d x 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls............ ....................... (Table 5):.:.......... ..... ...2x �? _�ft i in. Non-Loadbearing:walls.....: ....................................:.(Table 5).:........... ...2x r. =ft in. , Gable End Wall Bracing Full.Hei ht Endwall Studs ; 9 : (Fig 10) ............................... ... ..... WSP Attic Floor Length............... ......... ......(Fig 11)............................................ '> ft 111l3: Gypsum Ceiling Length(if WSP not used).....: (Fig.11).............................. f >0.9W: _ and 2 x 4 Continuous Lateral Brace ct 6 ft. o.c. .. (Fig 11)...........:...... .......................................... or 1 x 3 ceiling furring strips cD.16"spacing:rain.with 2:x 4 blocking @ 4 ft. spacing in end joist or truss bays Double Top Plate Splice Length ....... ........ .,.............. (Fig 13 and Table 6) tg Splice Connection(no. of 16d common nails).............(Table 6)............. ......... ...................... ..... . AWC Guide to:Wood Construction in Nigh Wind Areas: ]]0 mph Wind Zone Massachusetts Checklist for Comp iance (7so CMR 5301.2. .1)1 Loadbearing Wall Connections Lateral:(no. of 16d common nails)..........:.............::....(Tables 7).. ............................. Z. i Non-Loadbearing Wall Connections Lateral:(no. of 16d common nails)....._........................(.(Table 8):::::.......... ................................. Load Bearing Wall Openings(record largest opening:but check all-openings_for compliance to Table 9) Header Spans .........:............................................(T able_9).... 7 fit tgi in. <--11' . Sill Plate Spans .- p ...............:..................I.........(Table9)... fi=in. 51t' Full Height Studs (no. of studs)..................................(Table 9)...........-...................I...........I............ _ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans...........................................................(Table 9)................................. "�in: s 12' Sill Plate Spans........................................................:(Table 9). ............................. ft: ; in. <_92" Full Height Studs(no. of studs)..................................(Table 9).......I........ ....... ......................,. J' Exterior Wall Sheathing to.Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height.of Tallest Opening Nominal ..:..............:...... .......-.:.F <_.6'8" .... Sheathing Type.............. .... ......(note 4) .... ................ _ IJ Edge Nail Spacing.......... ..... ........:...... (Table 10 or note 4 if less),..,.......- -.: a in... - Field Nail Spacing...................... ...............(Table 10)- ......................... ........ �Z in. f .. . Shear Connection(no. of 16d common nails)'(T able 10).................... ..4z Percent Full-Height Sheathing Table 10)- .................................................. °lo �•' .5%:Additional Sheathing for Wall.with Opening>6'8'(Design Concepts):................... Maximum Building Dimension, L Nominal Height of Tallest Opening2......... .. ............... ........................................ . s 6'8» r SheathingType............................................(note.4)........................... Edge Nail Spacing..................................::....(Table 11 or note 4 if less)....................--_o in. Field Nail Spacing...................... .:.............(Table 11).....:...:.............:. x- in.. Shear Connection(no. of 16d common nails).(Table 11). ......... .......................a.............. 9 g....:..L.......... ( )............. ....... ....................... .lr to Percent Full=Hei Height Sheathing Table 11` o 5%Additional Sheathing for Wall with Opening >6'8"(Design Concepts):........ Wall Cladding Rated for Wind Speed?..............:............. ......... ......... ..: V= 3.1 (ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool, see BBRS Wetssite) s Roof Overhang ......(Figure 19 x ft s smaller of 2'or L13 ... ...... . - Truss or Rafter Connections.at Loadbearing Walls . :. Proprietary Connectors Uplift......... ............... ....................(Table 12).......................................................U= ?�?A-plf Lateral... ........(Table 12).................. ..............L= s o plf - f Shear.... (Table 12).:.......... ..:::.......... _ Plf j Ridge StrapConnections if collar ties not used er a e 21:.. Table 13 .....:: T= L, Gable Race Outlooker.........................................(Figure 20 X .11 s:smaller:of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls -. Proprietary Connectors Uplift..... ......... (Table 14)............ U i" lb. . Lateral(no..of 16d common nails)::..(Table 14)....:....:. :........ . ...............L >, Ib. ,,f Roof Sheathing Type.............: .............(per 780 CMR Chapters 58 and 59 r, Roof Sheathing Thickness..'. ....:......:.......:....-....:...::........ :c: in. >_7/16":WSP -- Roof Sheathing Fastening............. ........ ...............:(Table 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 loam 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 1.1 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold.Downs per.Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ift..shall be permitted when 5%is added to the.percent full-height sheathing requirements shown in Tattles 10 and 11:. 3. The bottom sill plate in exterior walls shall.be a minimum 2 in. nominal thickness pressure treated.7K2=grade. AWC Guide to Wood Construction'in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7$tl NIR 5301.2.1.1)1 4. a. From Tables 10 and 11 and location of wall sheathing and.Building Aspect Ratio,determine Percent FulkHeight Sheathing and Pail Spacing requirements b. Wood Structural Panels shall be minimum ihickness'of 7/16"and be installed as follows::: i. Panels shall be installed with strength axis parallel to studs. _. ii. All horizontalJoints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top:rnember 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 pariei 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 5. Glazing Protection: a) new house or horizontal addition-require if project is 1 mile or closer to shore(generally, south of Rte.28 or north of me. 6) b)vertical addition-not required unless there is extensive renovation to the first fioor c).replacement windows.7 needs energy conservation compliance only.(chap'93).. . . 6. Wood Frame Construction Manual(WFCM)for 110 MPH, Exposure B maybe obtained from the American Wood Council (AWC)website --%WEN THIS EDGE REM®N1 ' FifrztAlM UM&]NlAIiS. . 09___--PT'____ __ .., .. .. ... .. t u u 1 I rl tl 1 io 1 ' 11 11 1 :11 NO lei dL of 1 .1 /do - (FVIt1Parl� BiEN98E�1$ ® II. �_i . t 69f i i 1 tv Ir C' iia - t1 4 2. 1 1 17 11 1 - - 1 1 it a� IDPl. M STAGGERED {WAN a 1vGl i f' xmLPATrERIN: PdirJEL �AfE1_ v PA9VE2!EWAE 00JME WK®GE S'P'J9MU DE AL See 0atall on:Next Gage Detail Vertical and Horl ontaFPdailing Vertical and Horizontal Nailing., for Panel Attachment for Panel Attachment i 141 Main Street Yarmouthport,MA 02675N Design orthsidePhone: (508)362-2210 (508)362-9802 Fax: (508)362-5269 Associates Email: northside1@comcast.net To: Tyler Rogers, Bayside Building From: Gordon Clark III Phone: 508-771-1040 Date: 12/26/08 Re: R 94 Greely.Ave.,W. Hyannisport: CC: •Attachments• • 2 stamped (24x36) copies of revised A-1 . • 2 stamped (24x36) copies of revised A-7 • 5-(11 x17) copies of revised A-1 • 5 (11x17)copies of revised A-7 • Revised Mass. Check calculations h . REScheck Software Version.4.2.0 Compliance Certificate; 0F:9AR SSTABL 179GH C 29 g Q2 Energy Code: 20061ECC fSdOFC Location: Hyannis,Massachusetts Construction Type: Single Family Project Type: Alteration Heating Degree Days: . . 6137 Climate Zone: S Construction Site: Owner/Agent: Designer/Contractor: Micheal&Karen Maguire Gordon Clark 94 Greely Avenue Northside Design Assoc. West Hyannisport,MA ' 141 Main Street Yarmouth Port,MA 02675 508-362-2210ram . . . Compliance:0.0%Better Than Code Maximum UA:281 Your UA:281 Loom Ceiling 1:Cathedral Ceiling(no attic) 1710 30.0 0.0 58 Wall 1:Wood Frame,16"o.c. 1836 19.0 0.0: 97 Window 1:Metal Frame with Thermal Break:Double Pane with 73 0.330 24 Low-E Door L Solid 14p 0.330 46 Floor 1:All-Wood Joistrrruss:Over Unconditioned Space 1710 30.0 0.0 56 Compliance Statement: The proposed building design described here is consist i the building plans,spec cations,and other calculations submitted with the permit application.The proposed building he an igned to meet the2006 IECC requirements in. REScheckVersion 4.2.0 and to comply with the mandatory requirements ' ted i EScheck Inspection:Checklist. Name-Title gnature d Date Project Title: Report dater 12/23108 Data filename:C.\Program:Files\Check\REScheck\Maguire.rck Page 1 of 3 REScheck Software.Version 41.0 w . Inspection Checklist Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity insulation . Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Metal Frame with Thermal Break:Double Pane with Low=E,U-factor.0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Solid,U-factor.0.330 Comments: Floors: ❑ Floor 1::All-Wood Joistlfruss:Over Unconditioned Space,R-30.0 cavity insulation Comments: :Floor insulation is:installed in permanent contact with the underside of the subfloor decking. :Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage.are sealed. ❑ Recessed lights are either 1)Type 1C rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-fight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50.and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal'envelope requirements. wa Vapor Retarder: ❑ Vapor retarder is installed on the warm-in-winterside of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identifications ❑ Materials and equipment are identified so that compliance can be.determined:.. . ❑ Manufacturer manuals for all installed heating:and cooling equipment and service water heating equipment have been provided. ci Insulation R-values and glazing U-factors are clearly marked on the building:plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the:rated R-value without compressing the insulation. Duct Insulation: 0 Ducts in unconditioned spaces or outside the building are insulated to at least R-8. 0 Ducts in floor trussesabove unconditioned spaces:or.above the:outdoors are insulated to at least R-6. Project Title: Report date:12/23/08 ' Data filename:C:\Program Files\Check\REScheck\Maguire.rck, _ Page 2 of 3 Duct Construction: Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. All joints;seams;and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A orUL 181B. Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts., Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use'Only) . i Project Title: Report date: 12/23/08 Data filename: C:\Program Files\Check\REScheck\Maguire.rck Page 3 of 3 2006 IECC Energy Efficiency Certificate Ceiling I Roof 30.00 Wall 19.00 Floor I Foundation 30.00 Ductwork(unconditioned spaces): Window 0.33 Door 0.33 NA Water Heater: Name: Date: Comments: �_ID• _. .. ..__, DPI¢• A5 f Fffl] o _------__ b I I I i I III CRAWL SPACE n I I1° r oiDrow"fOioAnDN .. III � A • - I I I I � I n �� ——_— III rRP/ID!n DARe• ' I I I / I I rwNDAna+HALL n[wrD < PKAL _____________ I I I DD�[GnDN Fel[IL!roVR EERRYYpp11 pp�L//1IJJTTpp''PT ORryNff - � T I T I I a I I ux+rlNLcue 4y1 y� IXM,TFPONDATION.WALL TO. I I Atlng5 DO NOT BACKPILL WALLn� ® C _ I I ¢L ® ly� `�•'a AT"TTAINED ift DST BTRFNGTN 5 I 'y Ily �tl- PRrnv[n BA • 4��F pj 2y 36 AND BofH TOP{BOTTOPI TpV[R,LG[ b'OC.VdT IMIN BAW-cvT dl SAYI-M M-N OPdllb LTS u�e� OP WALL ARE PROPGRLY •� I I PwNDA�Io.V YIAL Mo i �� L ro igK:'YM1R ♦r @TO€�� k0� 9ERWRED. I I e• 4-O• "I�TLfIW HN[RTTP[roVR � PLAGE]NB REBARB T BIT.JT.PILLER,. I �"'"'LLL°N - u Nor G°I^'maou° EXISTING C/O DITIONa TOP OP HALL{AROU D TOP OlP W/PLIXIBLE - TIKD' C011C. ALL DOOR WINDOW;�OTHEft blg sLEL I -.a'.KTp1 TO RlNW[ c I---ORDTv-RbtlVe . r WALL OPEf11NG9. IKAFLEx N donut cgKRR[BLIB nNG COIKR[T6 BLAB ,T ex4VA PRDPOe[D- f.'r�Gwi.TOR PRDPCem �E� WWF eKi-L/L6P BLAB I I GARAGE • - LLTm NBTc aer Nawc n wu. Y 4'LONG.BLAB I I 'mT T�DI—.�, T w'eTRIP r�re• �dIBTINtl - `�J Z� •g — I ':".• `.. - .. I I DOTING w xeTWAT.LAP ow n eARe' GARAGE - U / MM I'IALL SARe.PRM TMNDRINI ME CARRY DAfiPROOFING— - - '�O ..• ••.'a..:. L'COr1PAGTlD I I R[WORC�Wlee NORIi.MRe ePAC¢O OVER TOP OP r:, PL Ve OC.PRDVIDS pn•Nlt•ANOIDR . - �•��AI PmTIN6 — .' � I eDLTe•A<•D.e.WAx. O W E@E@ T --- I I _ ____ _PI•D1VID1fy�TfiIBF¢�__ _____ 2AT¢ �• POYNOATipi WLL n NTO. 2%4 KEYWAY fF— LIA DRIP LLe,TR4 WATERSTOP'RK' �'�'.;'�:,. { �✓;U:`- TOP a le Nm •+ I/I �RAciDR iD WATDN BY At1ERICAN ,y, I 1 N4 RaDR N :r6,)., •OmR Wp1W09 I I I tWNVATIW` —1 I deT. ¢DDDL . •• ' wdnp. NO,B RE04RS•CLNT. I b __ ________ __ ________ _, I I _ P D I I b•O.C.[V6 T.W MA N : r°uNDATID�i LNLL n!D+n � I I•-- ------------------- rRmT W.LLe mID,L' l0 I L-- ----------- ------- DRDTTOP __ a iD[rDR ZLLI __ WALL¢• z �Z. r7` TYPICAL FOUNDATION S FOOTING - - - "9 L __ J r �-/y w '�' SCALe 1-I/Y I'-p• - B -u TAci°R BIwL - J Q W Z . 'O IPLor C"ro (L QYIo In DIAM 12'GALV.ANCHOR T.SILL - °.TNK�py. - (Z�(n Q N BOLT•4'-0'O.C. Ix DECKING • " O 3 r Q 4K4 P T SILL - Q WW cl ILL SEALER .II - - -1' -1' '-d .. ,n,_ - - Z LL j l4 f FINISH GRADE FILL{TAMP A'-w OR I•/PT SLOPE B li DECK.1DIs7s (lO.. ROUND FOUNDAT'IONI I PROVIDE 12'WIDE BED - - - P S/B•STONE WHERE - - ". ` O pQ o Gvrrefts. sxi P.T.SILL _ - • ��FOUNDATION'PLAN .. - QE WALL KEY - .. 8 sit SEALER O dIeTING wALLo CARRY DAMPPROOFIN6 OVER LL C__-__] WALu TD Be RS•NVD) - - TOP OF PTG. — t - t3 •pE/ pp py7 — II ® PRDPOB[D WALLS _ "�J3�p§�y6�tlT�tl 3'#aY L��C� 4 KEYWAY i= A _ — 7089G•y@�e R4xZ'-°'•ID.O.G. A — 666 99g�C R� NO REBAR9,CONT. —_ — U, � TYPICAL NOTES: - _ � BASEMENT NOTES: 111eI d — — L�C�TR��A�� W¢LR/O GNd lO IRAN IIG WBPoCCTNRI d WL Tp K 9•n 6Um TOP T D[Nm STAdIMG AT WDS M SANS TYP • rp� 3 B '�L PLA. a COIWL�ANv PRNFRdTrO"dCLp9vR¢BY M¢IIIgL �•"'"N<M F[OTnrWNDAT�pI ON lo•g09R��m}NwB. �R BGAD?NINi. B[eTPOGTVRAL DRAWING°mR IOCATIONe W ALL STRLKTv14L CDLWWS. �[ R z�o°r"ibvr°Oi�o�in'a'n•B�[°.¢k N'ny[o�erl' ¢ t edDlNerlue eNAu P°`d'iwre e,.AD NIT[°RfD"'e RwfO""INGMt[2rntRu-`T`Iw '�0-YETB'o`.a P D •eLL. IILLAT��CC p[I��RR55AApp11JNNJNNGG � d°IDNBgAN�YTTn NUCIVR[YOCLOeOrzm Ae MT B[ I"CO"p CT� wL'° TNa�[BMllat I O%TN[CWlTR.1ciG1, Imo• •• N[D RT INwIe 0UD1 PI[OrFGTIM. B UC 1.—COL S TO°¢°N]'COHCRLT D—1 A TN¢Dm16 ' iAUFWSTTO—TO TOOTING S[LaW.—.3'a NUN_'r—PLAT[ NTINT^Dm A N61 PI¢RIB W dbTl fl. [ DIiDp RR°lvDARL D°SSA oL f�"D�F w °Ka e[°dkdW°; " T•.b+vA•BAe[Fui[w[yA• A BO T¢.—ALL GLTw[i— r b�m`I [lr: $D"`I TG°LNo�i w wLL Sa q FOUNDATION SHELF ® FRONT- ORCH �°pTNAr�.pt "MGAca T"`ifnTTPlrgApY ' D[ei'.[.•.b•BwAILG caxan¢w¢n—eAu-1. I•B�` to m 3 P e OReeb ITC°N�AL N"p�RpT[CT d eTlq"Nws6 AND eT"AyCry ¢. Damtp F—JOI¢Te U RK ALL PA—PARTITIONS. OARAG¢ANv aON¢Ra IILNCRO'fOUNDATIONB: • �Oy U� Y m I O' MGDRII Tl'oll OfIeTIN NOOe6. MN° ACvi J0lMelASLAS WLL!RAND e[AH VMI Lp[O.IACT[D TILL �IRNIO[9•n Ci°QItTNugre NDR AL v6 Tv eTY4T IN STRIP�NFGWrING�• IUL l.V raL "UN WL M �IWTI�•�"o_P101LW�R"oT°fLOOIW scALe:l vs'-'- M •'°[ °ITT ANCNgIPWLTe• i Q eNALI a NB AlL dl �!. PAS•S'O.C.VRTIGLLT. ��• Do`°'1DRmLwB°"PIL 'Ir"9e D6[il;�`•°Telli TDR re DAee brr veNrunoN m A-"oPo°.e,rw. T'°I`o bYw COIiM1LAND[aTl"rN"`3e10NBIr.A"pARAnm3na Xe'"� aewG01ie ei GDD¢{G""NDOWDe GR necwNleu) � Q _ i°n°o°'°GI%Teem. w SHALL dnuR¢THAT Au rauND.Lnm WALLS nuNrAIN ' J�xtr"'�TR¢'I raaR. v-a• T-D ss As ln�we°i°DeeRTT.° caatw au1T�° - - .: eD,¢D WIxOw oO11Tr�u°N°W°R 7 �I I 11 LA�DRY ----------. ' PATIO � gb n�R6 IT i 4 e'-d C.D C I a - eDLunNsoNy a GE, pR„ eO I ---------- G ---- �a — RAGE I FAMILY RIM. _12L�11NCT �c zA ,I® �a � �w4 N ftNIRACTOR TD RCttDJ! �LEA � INDICATOR CONTRACTOR TD �OTeN[LVINc. I I WINDOW . I ______ ________ . FAR vD LR 1 zw �aDD.N. �DN I I r I u. DDWN ou •' c Y - • Ir_• 1 - LW6 INDICATlB N!u RAT Q O W Q _ __ __ ' • CartRACTOR TO T OOR<LO. Q WOOD DECK • RVtlJ!IXIlT. IL ® eOatlD WINDOW I TI 1353 0.L _ FIRST FLOOR PLAN WALL KEY 6 ag • O•�19TIND WM�• N RWON�l�N°ROD•IRIOR TOIO�IIO PI1N H WWI. w L$ . - "e' T�L VIRIRY AL lNDIONe � � - . - AeIOR TOCRItC0n1�1e01Ol9 TIu1. CgR�rtgR4�cT°R . � -TNQ AITWTWx DfI T°Nilel�DnIONIII T Nc OR BEDROOM #2 Qs3g �ab1$ gox BEDROOM #3 LOFT �� g$ no gA BATH O z O_U. a J Z ATE ILOR CL4w.HST . O w O Q 2 "- wui � Q NL�� z � OQ 4 (� (:::)SECOND FLOOR PLAN 6B!$ d �� ; cq 4 � Q m - � � ❑ URN I\ I\ G\ " �•�'�� T " r 101 ❑o � n //.1.'....'.I....I.I....I.I....I.I....I.I ............... .................... - - - i/�� /I■\ 'r ■■■■ n■ - - .A: �.Il.a.lnl...nll... : 'i ••"'•'•'. ': a■■ ;:.': en eee ;: I. eee ;. - eee ne w ii ■ J:• ii n� IIII :;.:.:. :::I:..I ...I. I.I.II......I...I.II... �...I.II.....I...I..... ...I.II...I.IL..I.II. ;::;:�:.: :N.:,:: I. 24 ------------- :: em : ..................... ............. 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STORAGE - r - ' _ s I I awn.u•ea. 13 --- LI ioO°I Nuuo"'bT`�olnrn - � - �/ ' i eR I uurlwun evrr S�€a& O eniorN'Io L'Arp GARAGE ..�1.AUNDRY ROOM ENTRY rry a vapwi _ _� Rol - 7 v,Lrea 9.Lnalpa 16 Nc face lava.) r �y� g�E�g •6 .T I e owc e e eLLve.1 .7 - eu n al x E". 7H51� Euco I NUL[o ro. —.—.—�� nanxc e: C-LS.W•r sCnacM1sPRerenT eoLi eeJ ND v wa — — —.—.—.—.— waa — — — _ A — — .n gg�I U 3 CRAWL SPACE ' •a.o. 4 rcwcaere x.a .6 �W a�i g� arwi n CROSS SECTION THRU FAMILY ROOM CROSS SECTION THRU GARAGE zQd SCALE,V4'-t'-0' -w. L7- ECALE,I/4�I'-0' .. - '• 1 R" F1 11 coNTINNOUn Bloc[VeNT '. _ .. _ � - av aloce -_, 7 11 �urieaRD'or lurte�a 6 - - zLLI . caw eNuruwc - Z I—Z Z92 Z>€ b O n p Y� N VW bi� 4 q I l o . . E . . . . Y Y C O p p l 0 W R-w recu.INnuL F p A A A A A p P P A P A P P F A A A N A A A A P A a a z I) 1 7 _ St ��D M JOIOTa _ Gl hLl'INT.wALLe p0 t I` �.RnRreLaRlr,A � TYVIX NAMlwMr 3d9 6pa el�eNwO O�aLlVs:) � ED f��•R�a�y�� GARAGE S 99 Jil I6 R a 'T LL p.Iae 3ayA Ems+ . I�ii —.—.—.— — —C GN CawPAttN lAHD •.T.aan•Ia O.0 ��S3L'��866��1 G CROSS SECTION THRU GARAGE SCALE-1/4�V-0 Q )j CD%PLYWOOD ASPHALT SHINGLE ma•1✓O.C. ... 1l.. '.. z,. y ' .. � 3 ASPHALT RIDGE CAP, a I fJ R-le I L'CO%BHPATNBI4 - - DING TO MTCH IXI6TING - - PIB RG NBUL. .IABB I - ROLL VENT I ' R!O-TT INBUL. - - 'TYVR•NOvseWItAP ' a MIL.PDLY VAPOR BARRIER - - ITRAPPEIG P Ia PL49TER _ ((STRUCTURAL SIZES I _ R CONT.RAFTER VENT 1 VENT BAFFLE / f1AY VART) - Y•Cp%PLTYroOD G` 1G PLYWp BIISFIOOR //. .ROOF SHINGLES To MATC LU!1 NAIL TO JOteTB ANp WAT[F SARR ER HEHBRAN! E%BITIM - _ I • EARRT UP TZX ROH SAVE la' R-Iq FIBERGLAes IN BNIte.4Ee TO MTCN IX TING -_ I ,- IDtl FELT PAPER sUL D/D'CD%PNTWOOD M.POLY VAPOR BARRIER v OVlR RICE(HATER BARRIER // RAFTER VENT RIM JOIST OR OBL.PERIMETER HI - BOTTOM a` a%a P.Y.DILL — , I 5N all BILL SEALER PIN''=R ' CORA-VENT ETRIP VENT :� I PIN' BSpLT 1 4LV.ANCHOR _ W FREIZE O%10 RAFTERS - - € Gi DIDOlG - , ETt SDP FOR TTP.WAIL B . weD O Y BTa+e - - NEae NO cuTTlRe ', a.w RewRB CONT - I e` _ •. . / \TYP.ICAL RIDGE VENT ��YPICAL WALL DETAIL AROUND 4lL OPlNINGB - y_ _ L -IYJ`.I-O• I/]'.I'-O' w V] 5 d' ,\ TOPICAL EAVE DETAIL' J Va I D TYPICAL SILL DETAIL - - _-- - - - I ;} . OOl NO Tee -ABPIULT BHINOLEB - Z W . • 1'CD%DNlATNING TYPICAL ROOF NOTES N O Z CROWN MCULIM L� Lw LL CE rt D WATER b1RFIERN MEMDR.VIE - r Q Q_ cAR ' 'IPOM V[ . _ RAFTER VENT ILL Z �O AL DRIP CODE T____ _______________ _ Q Q w O ASwPWLT P D�O D OJER ICl I NAT.R I—RIlR R N4 ` 1. Z Q w u N FABD A wALVHNUH cvrrER ' :- ..' . ,'. -'.. ,.. ,,... LCC P OHILF.PTp. --- B!A J O��RR - --VENT STRIP VEM DBOARp•CEILUIO 0.V O . c auN MLDG. CROWII MLDG. � ^, - ALUM,curru CROWN MOULD( V TYPN L WALL NOTES • 9#A D 6�gggg T. if 8 TYPICAL RAKE ! CORNICE DETAIL ! Ca\TYPICAL EAVE DETAIL ® PORCH / 1�\EAVE DETAIL ® DORMERS T JBcnte I-vE .I-o I ='IrOT " LEI 1/2'.I'-o• 0 C _ BEAM/STRAP DBL TOP PLATE + # --C BP4(20GA.) . LSTA O EA.RAFTER • +ram DBTANC! TOP PLATE - o 2k STUDS i 16'O.L. . J i e//C RIDVE BEAM .. (9)IOMI 1/2'NAILS NOTE. S 2R STUDS 0 16'O.C. l/./_�.( EACH BIDE OF STUD !RN - BTR-EN NOE —NAND-EN—TIES Or, BTT1 PLATE - ARE LO ee DR]T Ur— �. i Re LacAreD w iuc urPER O — •I 5 -- 4 TW RD OF THE ATTN:SPACE AND _-Lim .• D)IOdA ED WLLBTO RAfETN.DRB YSING L!•N.T.S. .. . RIM JOIST 3 '135 ®u B F SILL"PLATE4� 80�� RPM 4 WOOD STRUCTURAL PANELS SILL PLATE TO TOP PLATE - SEE NAILING SCHEDULE - RAFTER D 16'O.L. 2E STUDS 16'O.C. ' E/9'ANCHOR BOLTS•.BE'O.C. MIN.-T'FYIBEDMENT x U w/9W.1/4-PLATE z p N2.9 ,,I SILL NTO PLATE w/ WOOD STRUCTURAL PANELS I .T.s. - •. TOP PLATE UE. p. � 14 RAFTER-TO PLATE CONNECTION ' o`...,N.T.s. JOINT'DESCRIPTION NurmER of NunaeR or. NAIL ePAcIHG - .. I Z 111 CwtMpJ NAILS " eOF'NAILa - -1 -'LTP41.92' OZ ROOF FRAMING e ..c. _Q D/D'ANCHOR BOLTS 96 O C - F w W EDMENT RAriER Roe wILlD) ]-� '-lod EACH END _ - - w/9k5'RI%4MIN.r B PLATE WASHER - QQ Rln BOARD TO RAFTER(END HAILED 2-I -led [ACH fllD ' - _ .. WALL'FRAMING LATE (6'.TO l2'FROM END DP PLATES) Q ON 4 2Fe UBL TOP F - 15 Lo 0 o co c o nw� P PLATES AT INTeRSECTIONe(FACE NAILED) 4-Iid a-16d AT JO NTS L!N.T.e. STUD TO—(FACE NAILED) ]�Nd ']-led 4.O MP9vN BP4(]O GA.) - V NEADER TO N[AD[R(PACE NA LED) IEE 24 O ALONG eDG[B Z Q W W FLOOR FRAMING - .. a Q (D�Q�Q JDIST TO BILL,TOP Pure OR GIRDER(TOE NAILED) 4-Od 4-lOd eR JOIST B a ING To JOIST((TOE—ED) 2-Ed EACH B ING O BILL TOP M—E(TOE NAILED) D-d algid CACN BLOCK R1 L[DGER STRIP TO SEAM OR--(FACE NAILED) D-lid algid lACN-.T - W 9T ON LEDGER TO BeAn(TO[HALED) 9-6d 9-IOd ER JWBT N[4DER SAND JOIST TO J019T(Wv NAILED) d 9-Ied [Il JOIN - $- BAND JOIST TO ell OR TOP PLATE(TOE WULED) -Iid PULL NET. - FT STRAP ROOF SHEATHING EHM- REFen To WOOD STRUCTURAL PAI4D5 'HD P(144 GA INOOW BIDLL RAFTlRB DR TRusses SPACED UP TO W Dd 1. CDi—PELD PLATE EgQ A yy RAFTERS OR TRUSSES SPACED OVER 6 O.C. tb NNI - 4 EDGLa•FIELD - �� ABL[ENOWALL RARE OR RAKfi TRYBB•u✓e GABL!OVOwANG Bd NM eDGE/e•PIFLD 'ANOiDR BOLTS uV YAE•PLAT[WbN[RH [p f a �[NRDW4LL RAKE OR RAK[TIOlB9 w/ETRVCTURAL Dd lOd e'EDGFJe•FIELD - 2)Iid COnnON !11 Q�fgygl� ABLE EKI•'OWLLL F-E OR RARE T1ev99 u✓LOOtOYT BLOCKS ed NM 4'lOGE/4'FIELD `I AILS 6'O.C. ##�9996J D61IH tlj. 91MP90N Dg OdE1 CC®YYBB CEILING SHEATHING 12 GA.ANC1� -1. PWD(w GA.) 66 aGiS pp yyyy n WALLaOARv Be9�3 5e WALL SHEATHING sNETRUCTU-1.PANELS DS 6PA0[D uP To LI] FIELD I e H 'AND'1la•fN! D PANeLE - ]'EDGLi'FIELD 4- m )5'GYPSUM W ]'l_E/10'FIELD FLOOR SHEATHING , S�UpST,BI HEADERS - m WO IL? RAL.PANEls - r I'OROD L Ed NM EDGE/I'FIELD GR4TER THAN I' Wd led e g ba lc I I �s��O � NE�DeR a D nay � I e�€agQi� I I srniRw°n""r 'I —-—-— Rj OWE di I A - vOlbl MDST�IWWN V To D. TO T.IRo. - TOW-EK I _ S 4- 91 r II T _ r--- ----------- - ---- --• « --� _ r- -� I i; z zw 17' pce e I �- EW,-! -- - - - - I - .I- --i I Y r: - - O- I TYPICAL LVVGLULAM BOLT INGNAILING. k-- ___ ____ _ _________nuts I y4' une � aw�> i z Q KF F1 Hl �tr > >w�,w.>ar a•< SECOND FLOOR FRAMING PLAN #� �6 . >na.. >as w yr>✓n m.n r v wc. - 0 3i n' .. _ g ` 1 uetDea - - 'uunea r wL - B1�5z�6 12 N4DER I �� c NGD[R . - N[4o[R NGDea - __ Pg ' NG eR i. � G 44� II-I�.� II I 1 ��O •B. �4 I��A IIIII�I I GebVM T AY NEAD[R • I - I 2_ to - n _ ------------- III I 1 II ILA� 1 N4[R I w j u IL Olt-r: .« c TYPICAL LVL/GLULAM BOLTINGMAILING - u 'la QW 2 MULTI 1 My'EIFAIt9 - A _ 'O N� LVL N o� { 1 I HILL .ncn . oun.wn.N•os. ... .. � ��ih��ttlY�� ROOF FRAMING PLAN Ito S d g gg krII 5R�� b MULTI b 1/1'8[N'19 9 m YW lob I HARM UP �zS gl ` _ OFAMILY ROOM INTERIOR Z Fa6 O zz >>� Fa W Ow OW an j1 w OQ =o I Z ivy- DINING I I . I I °eggg py gg 6§¢§ggg§§6 999R ®DINING ROOM INTERIOR ELEVATION - OL ROOM INTERIOR ELEVATION - r c w Assessor's map and lot number • ypF THE Sewage Permit number `p ,..... f �P t BAB39TABLE, i House -number r MA86 psi 039. �E0 MA-1 A,- TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATIONFOR PERMIT TO .......&AL� .................................................................................................... Ye TYPE OF CONSTRUCTION ........�� TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to tth-e following information Location ..............................�........ly...........�.� ..................'�tJ,�'S , �J;ih;.n.i,.. /i.ltT Proposed Use ......... e . ......................................... Zoning District .............................Fire District ....C�'`' ��/t/� 5 l /�( Nameof Owner ........:.............................................................Address ... .....................................................5 .7'!H Name of Builder ....... .....................Address 7 Name of Architect .......................................Address ` . Number of Rooms ..................................................................Foundation ...r�J(.....0✓�riTj...��`f.--?-, .ra........................ Exterior ...... .........��..e....:.C:...:?''......................................Roofing .......A.4:5.;n....!r.d...................................................... Floors .Interior ........ ....... .................................................. ....Plumbin ��A��' g , Heating ........ .............................................. ... Fireplace ................... ............................................................Approximate Cost ....... ........................................ Definitive Plan Approved by Planning Board -_______19 r __. Area .......................................... Diagram of Lot and Building with Dimensions Fee .............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH a 3L/ --1 qc- 10 ay I hereby agree to conform to all the Rules and Regulations of the Town of.B,arnstable,;regarding the above construction. w;�.fFt I* Name .........- ., ............................................................. C.A.D. Realty Trust A=245-145 22415 2 No ................. Permit I r ....... sink.................................. --- Location 94 G I��V Avenue P. , ............ ................... .......................... t................... C. A. D. Re'alt Trust Owner ............................... ....y. ........ Type of C 6-nstruction ........Tfram.e................................ . ................................... ................................... Plot ........................... Lot ................................ Permit Granted . August 7 ..........19 80 ............................. Date of Inspection ....................................19 Date ........................19 PERMIT REFUSED ................................................................ 19 ............. Y. ............. ........ ... ...... ........ .......... (?. ............... ........ .............. . .. ............. ........ .......... ........... ........................ . ................................................. ............................................................................... Approved .................................................. 19 ............................................................................... ............................................................................... �s,,� r s map and lot number ......... - . .._..,.., G J "�. �,� PyOF THE TD�o Sewage Permit number . .:`L� ..... ........................ SEPi1C SYSTEM INSTALLEDB i �N-c ' House' number .......... ......................................:....... raga J WITH TITL - i639• 90 ENVIRONMENTAL C `"away TOWN OF MA',RN:STABLE", BUILDIN& INS-PE.CTOR r y . 1. . APPLICATIONFOR PERMIT TO ....... .. ..U.l.:. b.........:......................................................................................... TYPE OF CONSTRUCTION ......;. 48. dYL��....................:..................... ......: ../. ..1...................19.8 JO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information- Location ................... .�. .�.��1 ...........1+��...............`'.......t..��,�i!'!.s.../...s/t7 ... ........................... . .... Proposed Use ........1... !�'?Lt.!. ..................................................... .................... . . . Zoning District ! ................'......Fire District CAA' c,,( Q S ....v(...(G Name .of Owner ... .'.! :.. .........F:�� ,/............................Address .. .°Z...�T�IE ./`1... ..... ............ ...�.�tft,1fA Name of Builder ...... ...... .....................Address ......... ��..................................................... Name of Architect ......... ..............................Address ..........;'e' /•............(............................................................ Number of Rooms ....Foundation ...1=�1.� �ov�Yfl �`�� Exterior .......co.o.o d....; ..................................Roofing ........o#+JA...b-. ........................................................ Floors ....................(d..!� 5 ....................................................Interior ....�. ..Sf.1. .. ...................................... Heating .1. '. ,1..:.`..Lc.............................:................Plumbing .......�� ............................................................ Fireplace ................... .............:...................................... � .. APProximate Cost ....... � ` .r�... Definitive Plan Approved by Planning Board __7�ti_-�___-----------19 __. Area ....... ( ..... : ..:..... Ga Diagram of Lot and Building with Dimensions Fee �f SUBJECT TO APPROVAL OF BOARD OF HEALTH. •� �t cR u -e 4r V,o L( �it�rto D �4 o1qY36 l� ay• • I hereby agree to conform to all the Rules and Regulations of the Town Wrnsblerding the above construction. Name .... ................................... C.A.D. Realty Trust ? G 1 1/2 story ...�2�tl?.... Permit for ............ .............. ....... , :......s g?,�..family.,dwelling..................... Location 9.4...Gxee1.y..A,V.ePM....................... ..'- ....................... Owner ... ... ............ H r Type"of C truction .................f>;atCt�.............. .............................................................................:.. Plot Lot Au st 7 9 80 ✓ x Permit Granted ........... ........................ - • Date of Inspection ................ - :..19 Rv j , -- Date Completed /.-�a..- :19 G, 4L/ / f PERMIT REFUSED r _• ..} • ........................................................ r9 !��` �� .,�1 •�,,.. ?'.. �• ., ram' r �' in .�.��............. .............. 19 I •��...... ............................................................ iiyy�iyy�� I:i f • . -vim ,( 1�. • l , /- �.TOWN OF BARNSTABLE Permit No. _--___---22415 _ Building Inspector cash --- —— 7v0 pb79 OCCUPANCY PERMIT Bond X___-- "No building nor structure shall be erected, and no land', building or structure shall be used for a new, different, changed, or .enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to C.A.D. Realty Trust Address 82 Greely Ave. , West Hyannisport 94 Greel-v Avenue West H annis ort Wiring Inspector ` ction date 00, Plumbing Inspec r Inspection date Gras Inspector Inspection date ✓Engineering Department Inspection date — THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED. BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. C /8-- ........................_......................... 1s__ .......... _ Building Inspector t Fj W9 TOWN OF BARNSTABLE Permit No. .=___-- 22115 1 iaar��an i Building Inspector Cash OCCUPANCY PERMIT Bond "No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to CAA Realty Trust Address 82 Greely Ave-. , Best 11yamisport Ph t rnaly A-,TPni '_ t'Przt- FKranni;annrl- Wiring Inspector 4 J e< Inspection date " J Plumbing Inspector !` �* .Ki'� ° . _Inspection dater Gas Inspector Inspection'"date Engineering Department Inspection date t THIS'PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. I �I 19 { f A { ......................�.�......._............_, ................ .... ......... ...�......._..... _ Building Inspector �� FROM TOWN OF BARNSTABLE BUILDING DEPARTMENT Mr. Francis Lahteine 367- MAIN STREET Town Clerk HYANNIS, MA 02601 Phone: 775-1120 SUBJECT: FOLD HERE DATE February 18, 198 MESSAGE Work has been completed under Building Permit #22415 (C.A.D. Realty Trust). ` -Please release Bond. I DATE REPLY SIGNED N87-RMI RECIPIENT:RETAIN WHITE COPY,RETURN PINK COPY PRINTED IN U.S.A. $' F TO TOWN OF BARNSTABLE-�� I B ILDING DEPARTMENT Hr. Francis Labteine _ 367 MAIN STREET j 4 , fit ClerkHYANNIS, MA 00-60( 1, Phone: 775-1120 SUBJECT: FOLD HERE DATE ` Feb=ry =� ` 'M E S S A G E r 1-..brk Im been wop2eted tinder E .lding,, Pest #22415 (C,A.D. Real 'fit). Please release mod, �. • " SIGNED' t DATE - f REPLY r. 'y y f . SIGNED i Ne7•RMt RECIPIENT:RETAIN WHITE COPY,RETURN PINK COPY PRINTED IN U.S'.A. r Q Q t pL,3K. 3oZ 'h6. G 3 __ ° p� m,la X)= .2o, oCZ 54>,ri. h - - - -_ 7 I �,€q ,ti 0o 0 ae,vey o ter pr ' 5 7— BkC 3117 PC. Za/ NoT�-EZlsy,4�77u,vs J3ftse�D oti A5 SVMGrD DArv�y CERTIFIED PLOT PLAN LOCATION /Y/A/V,,V/5 PP? e- . MASS. FI)VvARD F.- KFti`•, SCALE . ./. .��: .`. DATE .T 47. /4./9Bo CUMAAA-000, :,SASS. 02637 PLAN REFERENCE . . . . . . .SNowN /a.S C,oo9,D, TIZv sT on1 ,4. Pe4,v Av.z . .. TlzvS7- ./tea. .A, M.D .7T2�s7-. . E.I..>r,Cs .3�'. ..�E ESA. . . . . . . . . . . I CERTIFY THAT THE S!�G oa.tsLl4WO SHOWN ON THIS PLAN IS LOCATED ON THE GROUND TA AS SHOWN HEREON AND THAT IT CONFORMS TO THE SETDACK REQUIREMENTS OF THE TOWN OF .11 YAW 4E. . . . . . . WHEN CONSTRUCTED. CI A,D. 7 2k-o S 7- DATE 17t .47. 1 14 PETITIONER: /-A/,4-Av"1.T REGISTERED LAND SURV OR Z.. o� Z �.1 L. . .Z/.io. . ... . TOP OF FOUNDATION s - CONCRETE COVER CONCRETE COVERS n o 4.1 CAST IRON 12"MAX. 12"MAX. PIPE (OR 4°ORANGEBURG(OR EQUIV.) EQUIV.)— MIN. PIPE- MIN. LEACH ° PITCH 1/4"PER.FT. PITCH 1/4"PER.FT PIT PRECAST INVERT � °_ a :.:. LEACHING o EL.A84P... INVERT INVERT o . a `: PIT OR SEPTIC TANK �� DI S.T. /� Zs ° w EQUIV. EL.. . �� . . EL......... ' >_ o INVERT BOX j7Z /G.76 /000. . . . GAL. INVERT �a ;°, ' o; EL. El/� ¢Z INVERT ,. V w w 8: .°. 3/WASOH ED 2 o ! EL.!b.00 w STONE lip PROF1 LE OF GROUND WATER —TABLE— SEWAGE DISPOSAL SYSTEM NO SCALE PQELgj&g &RV SOIL LOG WITNESSED BY DATE fN6 lv/f8o TIME. !�%3o,A?7 /�!'t7iG. M"ie `/ BOARD OF HEALTH TEST HOLE I TEST HOLE 2 ,,q ,�cg'I.CGy�/�4!5: ENGINEER ELEV. ELEV. .l�•9d. . 41444 7i . . s416-50,L 5So,L DESIGN DATA . 3C„ 3C" NUMBER OF BEDROOMS 3. . . . . 4e HETA/�'MzSE y�/�,,�S4r TOTAL ESTIMATED FLOW .33v. . . . GALLONS/DAY — SA�vD SA�vr� BOTTOM LEACHING AREA .7&�47P . SQ.FT. /PIT --- 64- '`��`%.OAD - SIDE LEACHING AREA i8e�s�. SO.FT./ PIT 7C 7Z GARBAGE DISPOSAL . e'.�O IC. (50% AREA INCREASE) TOTAL LEACHING AREA SQ.FT PERCOLATION RATE LOSS 7Z4— 71-/- MIN/INCH LEACHING AREA PER PERCOLATION RATE .Sp. . SQ.FT. NS?.WATER ENCOUNTERED NUMBER OF LEACHING PITS APPROVED . . . . BOARD OF HEALTH G� `S OAooAt<,.SAP&S . . . DATE . . . . . . . THOMAS E.KELLEY CO. �(,, �lo�'�' `'"'""(L AGENT OR INSPECTOR ENGINEERS—SURVEYORS 346 LONG POND DRIVE OF ,UTH YARMOUTH,MASS. EUE y �',�• G/sT D, . .T72e.sr'. PETITIONER 6 1T Town of Barnstable rho Regulatory Services Thomas F.Geiler,Director BARNnABM MAM Building Division 1639. Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 �, Fax: 508-790-6230 PERMIT#,-)6 (0 a y FEE: $ r SHED REGISTRATION 120 square feet or less e.� v e-� Location of shed(address) Village A G QC -A�r� - 7 0 �O Property owner's name Telephone number max, t 0 x Size of Shed Map/Parcel# Si nature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature is required) S PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:121901 I 01/14/2003 11:41 5084214797 B9R SURVEY PAGE 01/02 `a .. f t-? 6+ 19.200 S.F. � reo• &' IV/ �i � � of Akto nas .r k; /,4,j G� O MM E °°TR'"�"T°" P"M ARE IT `� t VM T " AT' MORTGAGE INSPECTION PLAN �� RED LOGtTF.D AFfE EtTNE11 � OOMPLIANCE wmi THE HORIZOW& OtAEt�ISMOMAL REOUIREMWB OF TW LOCAL APPUGBLE ZONACC BYLAWS WHEN CONSTRuam. OR ARE EXEMPT FROM VIQLATId+ ENiDRCEMENT ACTION UNM MASS. C.L. TITLE V14 CH. 40& SECMN 9 UNLESS 0DOMIK NOTED OR SHOWN ABOVE. APPLICANT: tws PLAN ms Km PwA>fm Far avx PI PosEs asLY AND NnT TO BE NO A OO F U MICHAEL & KAREN MAGUIRE Um NSTNOWN. Tft 6 NOT AN II$TRL%0ft SURVEY ND GUARANTEES ARE MADE AS TO TITLE OR OWNERSH11P UM- VMS PLAN IS NOT TO BE USED TO ERECT FEk=. ADDirOM GARA M SHEDS OR ANY OTHER smcnwm. TNLS PIAN 0 no TO BE usm To offm VmK PETDI m 94 GREELY AVENUE SUIDW ooa,awcr PERMITS aR vAeWOES. THM PLAN I& BAM � CuarP o wommilm AND uAY w suoiwr To _ WEST HYANNISPORT, MASSACHUSEM EMMIMs.TIIXINCS, RIMM OF WAY AND our SALES. - BASm UPON IN RNOw1.6DM SWW AND OIFORIAMII. I HEREBY CERTIFY TIKT '. DAy; .AryU� 14. 2003 THE PERMW STRUCTIlIa�S 900 ARE NOT LOCATED SB W TW SPECUL SCALE' I'-SO* FLOOD KOARO ZW9 AS 900 ON FE.MA. MAP 250001 0006 0 DATED 07/02/92 B&R SURVEY, INC. NOTE FLOOD NATARO ZONE HAS BEEP DEMMNM fff SCALE AND IS NDT PROFRSSIONAL LAND SURVEYORS NEmES9wLy ACCURATE. (MTIL OEnteT wg PLANS ARE ISM BY NUD A1�fOR P.O. Box log 4� 60E-�6e.eS�e A VERIIGIL CONTR04 SURVEY 6 PERFORMED. PRECISE EIkvA710Ns cAIe+IDT ee VOIN 1ER. NA 01e95 FAX. sz GARIAM DUD RiP. 3282 1 SS PLAX lif•. 34 91 29 ORAWN ay. 1�A PROJECT W. 03-031 • z FIh➢E� Al - . w.. L[N % •R r r .. _ r rsmsE vpRT ARCHITECTURAL DESIGN .�' IEPRALTSNMbLS. . • v' 9/0-PLYWOOD SHEwiHMb/ ' " ' • • a PAFtecS a tb•ou - P609420-i 9U ' .11.Fld aYtlll#-traDw— • 8%MSAYRDID " OSIEPAIENAO1555 AW6T MOH -_—- I _ RL`m W9RD WAME R2+.PF:nrn¢+ TO AVOI _—_ ATone+loa ease-Eztaeaa wwu- NOTES: - ranvorl i-_Piwre so+P- sus Pwsly swr wu . I RAFf9!/TOP lE JlNCTOltri IYP. 1 FNSNM,@R FIINL - • �`_ I LiPOMEFlTGM E_TT.F..vB - , ,irB PASON/ixI YCO1ID 1-�TIBei - - cawlwuws veR,wb sOw-Tr ' ' ixB FRltg lID.W/13ED nPfiM6 - k i - _ maaw '.I 6�.Rrnarus�+rRwar BREAKFAST NOOK .. - � - .. �, ' DRAWL 5 •� . _ - � 2 LDN DUSTVB a� BY06'CONCRETE WALL . �' 10 MU-VAP RETwFtDBt IOXib'LOHfORV'US FCbTMb . AODrtIOn � - 1 t • PARTIAL REAR ELEVATION scnLE:1/4^;r-0„ f. $'b SECTION "A-A" --- I scnLe:va^=r-o^ - .. O [-r�ve+i¢na+ - - A +•,., , .. i{;i NEW DRAWL SPADE. -1 • § 14410 -• a'.-•— ao vml .-NEW BREAKT NOOK _ IO MLVAETOERa RSETrcwa U � I Ly 1. 10?16'COHIIILICJ"FOORVG ( - 1� I� I wRcllox sOLTs I �.1 Lu - ite!OJE e45TPlG T. CREATE KIESS • - - - i - EXISTING BASEMENT 94 GREEDY AVE r EXISTING KITCHEN o EXISTING MASTER BEDROOM ; _ ., W.HYANNISPORT .. . o •ADDMON T I FOUNDATION PLAN DUE ISSUE, - FEkWIS ' •. - - D17E -DESD811CN . EXISTING RESIDENCE R WALL LEGEND EXISTING BATH _ • PLANS/ELEVATIONS -TO masae mT . - Oc EXISTING LIVING ROOM - ,y Al. FIRST FLOOR PLAN oAn >van < 1 ' 1 24.82 x2 / x 25.08 6.02 0 2 25.02 G �00.29 PROPOSED \Gj> DRIVEWAY \J, C 3 W \ 94 24.95 PROP. GARAGE 25.65 / FIRE PIT AREA EXISTING 5.61 1 W 25.77 25.62 / x O GRAVEL DRIVE r1� 2 26.01 25.79 LOT AREA oo 25,032 SF f .08 �.11 j1 25.14 ✓ / 36.4, � 1 SHED / m / EXIST. ?A 24.98 DECK ! I 30:0. - \ / 5 8 �1b 30.8, EXISTING DWELLING / TOP FNDN. = 26.76 / n, x 24.95 / O S.` � 3� x 26 16 26 N' N �u 125. A f � O 5.90 26 Q 6.06 1� Q c 25.82 26.08 1� i 6.42 PUTTING REEN 25.88 6.16 ST OCKgOf ptVCE 26.1 200-22 3 �k 1 � k� 2 . i G i ' e a 1 i 1 ' ville I Cb 1 L c s a i Z Nantucket I 24.8x 2 Sound x 25.08 Ns, X LOCUS MAP SCALE 1"=2000'f ASSESSORS MAP 245 PARCEL 145 25.02 ° 200 29 IS WITHIN FEMA ZONE C PROPOSED G� SHOWN ON COMMUNITYFLOOD A PANEL #250001 D 4 DRIVEWAY n 3 DATED REV. JULY 2, 1992 Q' E 94 24.95 ZONING SUMMARY \ PROP. GARAGE/ 25.65 FIRE PIT AREA ZONING DISTRICT: RD-1 EXISTING 5.61 xo. GRAVEL DRIVE 25.77 25.62 MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 10' �• 0 26.01 25.79 MIN. REAR SETBACK 10' / LOT AREA MAX. BUILDING HEIGHT 30' 25,032 SF f 25.14 .08 SITE IS LOCATED WITHIN AP DISTRICT 36 4' O. 5.1 1 SHED EXIST. DECK - 24.98 OWNER OF RECORD i 30 0 MICHAEL & KAREN MAGUIRE 94 GREELY AVENUE o.g• EXISTING DWELLING 25 8 LP r'� WEST HYANNISPORT / 3 ' TOP FNDN. = 26.76' i o o \x 24.95 . .4*" REFERENCES J25. x 2 16 N 26.76 3� PDEED BOOK PAGE LAN BOOK 2 16242 2 PAGE 72 6 N ^ �Q 26 � 6.06 5.90 N 25.82 NOTES 6.42 26.08 PUTTING REEN 25.88 ♦ 1. DATUM: APPROX. NGVD (GIS SPOT ELEV.) 6.16 2. SEPTIC SYSTEM SHOWN PER AS-BUILT ON STOOKADe�fNOf FILE WITH THE HEALTH DEPT. 200 22 26.1 43 X� 2 . SITE PLAN OF 94 GREELY AVENUE WEST HYANNISPORT PREPARED FOR off 508-362-4541 faX 50$ 362-98$0 ��: MICHAEL & KAREN MAGUIRE down cape engineering, inc. 0 AUGUST 15, 2008 Cl VIL ENGINEERS L A ND SUR VE YORSIlk 939 Main Street - YARMOUTHPORT, MASS. �� ,� Scale: 1 = 20 DATE DANIEL A. A, PE, PLS 08-186 0 10 20 30 40 50 FEET