HomeMy WebLinkAbout0035 TRINITY PLACE „�
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Town of Barnstable Building
MRIMA [Post This Card So That it is Vis�ble.From,the Street Approved Plans Must be Retained on Job and-this Card Must be Kept
WA
Posted Until Final Inspection Has Been IVlade irermit
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Where'a_Certificat e of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made
Permit No. B-19-987 Applicant Name: James Curley Approvals
Date Issued: 03/28/2019 Current Use: Structure
Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 09/28/2019 Foundation:
Location: 35 TRINITY PLACE,CENTERVILLE Map/Lot. 248-010 Zoning District: RC Sheathing:
Owner on Record: OBRIEN,SHIRLEY A TR Contractor'Name i-JAMES P CURLEY Framing: 1
Address: 35 TRINITY PL � Contractor Lcense CSSL-099138 2
CENTERVILLE, MA 02632 , Est Project Cost: $4,300.00 Chimney:
i
Permit Fee:
roof shingles. 35:00
Strip and re-roof 12 square of asphalt oo $
Description: S p g
P q
P Insulation.
Fee Paid: $35.00
Project Review Req: Final:
Date. 3 28 2019
Plumbing/Gas
Rh Plumbing:
Rough g
Building Official Final Plumbing:
This permit shall be deemed abandoned and invalid unless the work authorized by this permit is.commenced within`six months`after issuance.
All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough.Gas:
All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes.
This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for,public inspection for the entire duration of the Final Gas:
work until the completion of the same.
Electrical
The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit.
Minimum of Five Call Inspections Required for All Construction Work: ." Service:
1.Foundation or Footing
,. Rough:
2.Sheathing Inspection -„--
3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final:
4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection
5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough:
6.Insulation
7.Final Inspection before Occupancy Low Voltage Final:
Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health
Work shall not proceed until the Inspector has approved the various stages of construction.
Final:
"Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A).
-Fire Department
Building plans are to be available on site
All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT �lNL=. -JE Final:
Cape Save Inc.
7-D Huntington Avenue
South Yarmouth, MA 02664 -
Tel: 508-398-0398 Fag: 508-398-0399
I
4/13/18
Brian Florence CBO
Town of Barnstable
Building Division
200 Main St. :a
Hyannis,MA 02601 `' CD
x,
RE: Insulation Permit 18-243
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1 rn
Dear Mr. Florence:
This affidavit is to certify that all work completed for 35 Trinity Place, Centerville has been
inspected by a third party Certified Building Performance Institute(BPI)Inspector.
All work performed meets or exceeds Federal and State Requirements.
Sincerely,
William McCluskey
-I
Town of Barnstable
` 200 Main Street, Hyannis MA 02601 508-862-4038
Application for Building Permit
Application No: TB-18-243 Date Recieved: 1/25/2018
Job Location: 35 TRINITY PLACE,CENTERVILLE
Permit For: Building-Insulation- Residential
Contractor's Name: WILLIAM J MCCLUSKEY State Lic. No: CSSL-102776
Address: West Yarmouth, MA 02673 Applicant Phone: (508) 398-0398
(Home)Owner's Name: OBRIEN,JOSEPH& SHIRLEY Phone: (508)775-0004
(Home)Owner's Address: 35 TIUMTY PL, CENTERVILLE,MA 02632
Work Description: Add R-37 cellulose and R-19 fiberglass to the attic.Add R-19 fiberglass and 2" rigid insulation to the
basement. Dense pack the walls with R-13 cellulose.Air seal the attic plane and basement with expanding
foam. General weatherization. t--4 --f
O
O va
Total Value Of Work To Be Performed: $5,000.00Cn
Structure Size: 0.00 0.00 0.491
w
Width Depth Total Area
I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before
he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568).
I understand that pursuant to 31-275 C.G.S.;officers of a corporation and partners in a partnership may elect to be excluded from coverage by
filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to
accept coverage.
I hereby certify that I am the owner of the property which is the subjectof this application or the authorized agent of the property owner and have
been authorized to make this application. Iunderstand that when a permit is issued,it.is a permit to proceed and grants no right to violate the
Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and
specifications. All information contained within is true and accurate to the best of my knowledge and belief.
All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24
hours in advance.
Signed: William McCluskey 1/25/2018 (508)398-0398
Applicant Date Telephone No.
Estimated Construction Costs/Permit Fees
Total Project Cost : $5,000.00 Date Paid Amount Paid Check#or CC# Pay Type
Total Permit Fee: $85.00 1i25n018 $35.00 1XXXX-xioac-roc- Credit Card
0299
Total Permit Fee Paid: $85.00 1/25/2018 $50.00 XXXX-XXXX-XXXX-, Credit Card
1 0299
-
_ `
f '
Town of Barnstable *Permit#
Expires 6 months fram issue date
,r. PERMIT, Regulatory Services Fee
' Thomas F.Geiler,Director .
NV) � s g Buildin Division
�K, 6111�`6
��� OF BARNS` ABLE. . Tom Perry,CBO, Building Commissioner
200 Main Street,Hyannis,MA 02601
www.town.barnstable,ma.us
Office: 508-862AO38
- Fax: 508-790-62 30 -
EXPRESS PEPAUT APPLICATION - RESMENT AL ONLY
Not Valid without Red X-Press Imprint
Map/parcel Number
Property Address ��✓ �I r��y� Flue ` ��.I �
[Residential Value of Work •.�lJ Minimum fee of$25,00 for work under$6000.00
Owner's Name&Address
3G I-t(ot-W P1 ac e, aMe-N I �1
Contractor's Name �lM°"L-� ' I Telephone Number -1 9 0
{{
Home Improvement.Contractor License#(if applicable)
Construction Supervisor's License#(if applicable) j O J
❑Workman's Compensation Insurance
ChSpk one: '
am a sole proprietor
❑ I am the Homeowner
El I have Worker's Compensation Insurance
Insurance Company Name
Worktnan's Comp.Policy#
Copy of Insurance Compliance Certificate must be on file.
Permit Request(check box)
[�Re-roof(stripping old shingles) All construction debris will be taken to
❑Re-roof(not stripping, Going over' existing layers of rood
❑ Re-side
❑ Replacement Windows/doors/sliders. U-Value, (maximum.44)
*Where required: Issuance of this permit does not exempt compliance with'other town department regulations,i. .Historic,Conservation,etc.
***Note:• Property O t si perty Owner Letter of Permission.
copy of e Ho e I prove ent Contractors License is required.
SIGNATURE: _
Q:Forms:expmtrg
Revise061306
� `ofYHE, o Town of Barnstable:
Regulatory Services
$ BARNSTABLE, +'
r$ -AIA
9 Thomas F. Geller,Director
ATFD �A Building DI-vision
Tom Perry, Building Commissioner
200 Main Street, Hyannis,MA 02601
WTVV-town.b arnstable.ma.us
office: 508-862-403 8.. .
Fax: 50B=790-5230
Propey Owner Must
Complete and Sign TM Sectori
If Using A Builder
as Owner.of the subject ro e
-�^ P P rty .
herebyauthorize
to act on m
. y behalf,
in all matters relative to work authorized by this building permit application for:
ZGT(ihl Plae
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(Ad
ss of Jo )
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Signature of r
Date
girl-� Q"�ro� ,. •
Q:FOKMS:OWNFMERMlS SJON
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The COMM onwearth ofMassachusetts
.Department of Industr1alAecidents
Office afInvestigations
600 FVashington Street
Boston,AM 02111
' www.m ass.gov/dra .
Workers' Compensation Xusur�mce.Affidavit: Builders/Contractor
s/Elecfricians/PIumbers
• A licant Information �"p Please Print Le 'bI
Name (Business/Organization/hdividual):2. �
Address: ,lJ V�7�• .�J 1
,
City/State/Zip: n�s, ,V ►�" oau Q I Phone.#: -I O
F
employer? Check the appropriate
pp priate box: .
T e
employer with 4. ❑ I am a general contractor and I of protect(required).•
ees (full and/or part.time).* have hired the s'ub-contractors 6• El New construction'sole proprietor or partner- listed on the•attached sheef7. ❑Remodeling
d have no employees These sub-contractors have
Demolition
g forme in any capacity. employees andhave workers'rkers' comp.insurance comp.insurance.#' 4• ❑Building addition
d.] 5. ❑ We.are a corporation and its 10.[]Electrical repairs or additions
'3.❑ I am a homeowner doing all work officers have exercised their 11.• Plumbing
_ ❑ g repairs or additions
myself [No workers comp. right of exemption per MGL
eP
insurance required-]t c. 152, §1(4),and we have no 12• toof repairs
employees. [No workers' -•13.❑ Other
comp.insurance required.]
*Any applicant that checks box#1 must also fin out the section below sbowing their workers'compensation policy information.
t Homeowners who submit this affidavit indicating they Oro doing all work and tbcn hire outside contractors must submit anew affidavit indicating such.
tContractors that check this box must attached an additionalslard sbowing the niunc of the sub-contractors and state whether ornot those entities have
employees. If the sub-contra
ctors have eorployccs,they must providt:their workers'comp.policy number.
I am an employer that is provlding workers'compensation insurance for my employees
information. BelaW is the.policy and job site "Insurance Company Name.-
Policy#/or Self-iris.Lic.#: Expiration Date:.
Job Site Address: City/State/Zip.
Attach a copy of the workers' Compensation.policy declaration page(showing the policy number and e
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of c 'r�penalties puratron date),
fine lip to S 1,500.00 and/or one-year imprisonment, as well as civil penalties mi the form off a STOP WORK ORDER and a of
of up to$250.00 a day against the violator. Be advised'that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance covers e verification.
I do h ' :rude he p ns•an ern ties ofperjury that the information provide ab p vers true and colrect.
Ste 1 ture: , G 10
a - Date: '
Phone #: --
Official use only. Do not write in this area,Yb be completed by clty ar town official
City or Town: Permit/I icense#
Issuing Authority(circle one):
J.Board of Health 2.$uiIdingDepartment 3. City/Toym Clerk 4.Electricallnspector 5.Plumbing Inspector
6."O they
Contact Person: Phone#:
i� Bea�o�1�(�t�"nQ�egu a io�a� dffiles r
License or registration valid for individul use only
HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to:
Board of Building Regulations and Standards
Registration: 124310 One Ashburton Place Rm 1301
Expiration: 6/1/2011 Tr# 284683
Boston,
Type: Individual Ma.02108
James Curley'
James Curley
287 Fuller Rd.
Centerville,MA 02632 Administrator - alid without signature
. - D Public Safety
Nlatitiachusett5 Department of Ph,
Board of Building Relrulations and Standards �.
Construction Supervisor Specialty.License
` Licenser CS SL 99138 K�
Restricted.to: 'RF,WS'
x JAMES CURLEY
287 FULLER ROAD
CENTERVILLE,:M_A 02632) I'
i
do n: 1/28/2 1
o
'Expiration: 0 2
F, ... Commissioner Tr#: 99138
s
Board of Building Regulations and Standards License or registration valid for individul use only .
HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to:
Regis t_rationr_a_24310
Board of Building Regulations arfd-Standard-s----`---
Expiration 5%1/2009 Tr# 130873 One Ashburton Place Rm 1301
_r-Type vidual Boston,Ma.:02109
James Curley =_
James Curley = _ }
287 Fuller Rd.
Centerville, MA 02632 Administrator Not'Valid without ure
_ t
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map 2� Parcel 10 Permit# i
Health Division P
a o CG�� Date Issue A0 L
Conservation Division � � 4JC6__ Fee Z . ,S�b
Tax Collector d u
Application Fee '
Treasurer
Planning Dept. Y ING SEPTIC SYSTEM
Checke ir� y it
LIMITED T® iz�i
Date Definitive Plan Approved by Planning Board Approved By
Historic-OKH Preservation/Hyannis Wo 1'r
Project Street Address .3�J 7r I L A01 ;I
Village �pa75,ru► L 1".0 /
Ownerrr�irTy 4�ck �1Dmi � rus7 Address l�'lnPil+/ �� � �nr flr'Uf[L'p
Telephone v O.2 '�1 = C)Q 0 q
Permit Request 9,q y'a m e 13 ry ez w-A p c.
Square feet: 1st floor: existing--I; proposed 2nd floor: existing _ Proposed Total new�rA;t�e
Valuation oning District Flood Plain Groundwater Overlay
Construction Type p nd1
Lot Size bLz Grandfathered: AYes ❑ No If yes, attach supposing docamentatio0n. µ
Dwelling Type: Single Family Two Family. ❑ Multi-Family(#units)
Age of Existing Structure Historic House: ❑Yes No On Old King's High'ay: ❑Xe's No
Basement Type: %Full ❑Crawl ❑Walkout ❑Other
Basement Finished Area(sq.ft.) �V�� Basement Unfinished Area(sq.ft) v n'
Number of Baths: Full: existing new Half:existing N-)-e new --
r Number of Bedrooms: existing new N
Total Room Count(not including baths): existing new First Floor Room Count,�_q- I ;
Heat Type and Fuel: ❑Gas Oil ❑Electric ❑Other
Central Air: ❑Yes )l No- Fireplaces: Existing off_ New Existing wood/coal stove:`❑Yes No
Detached garage:)9 existing ❑new size d Pool:❑existing ❑new size Barn:❑existing ❑new size
\ttached garage:❑existing 'd new size 06 Shed:❑existing ❑new size Other:
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑
Commercial ❑Yes ANo If yes, site plan review#
Current Use Proposed Use i
Wka4,,L 0_0 Ck
`BUILDER INFORMATION UU ,
r
Name C' Telephone Number
y
Address q Pic Air S License# ( 7
M1.
Home Improvement Contractor# L2 9 u '
rJ.s 1 �)�PN pa,,S Worker's Compensation
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE DATE
FOR OFFICIAL USE ONLY
,r. 6
r �
i
PERMIT NO.
DATE ISSUED '
MAP/PARCEL NO. `. `< ' q _•
ADDRESS -' _ VILLAGE i
OWNER ,
DATE OF INSPECTION: -
FOUNDATION lam\ 2-1,3
FRAME LS' COI�t1(@
INSULATION O �SY3)64
3
FIREPLACE
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL, -
GAS: ROUGH FINAL "
FINAL BUILDING
r
DATE CLOSED OUT _
ASSOCIATION PLAN NO. t
i r ' •
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BAAWrAB14
Town of Barnstable
Zoning Board of Appeals.
Decision and Notice
Appeal 2005-111 Trinity Place Nominee Trust
Variance-Section 240.13 E Bulk Regulations-Front,Rear& Side Yard Setback Requirements
Seeks to build an attached garage,breezeway,and deck partly within the required setbacks.
Petitioner:' -Shirley A. O'Brien,Trustee of the Trinity Place Nominee Trust
Property Address: 35 Trinity Place,Centerville,MA
Assessor's Map/Parcel: Map 248,Parcel 010 and a portion of Parcel 011
Zoning: Residential C Zoning District
Background &Relief Requested:
In Appeal 2005-111, the applicant is seeking to expand an existing single-family dwelling with an.addition
of an attached 676 sq.ft. two-car garage,224 sq.ft. breezeway and an open air deck of 196 sq.ft. The
proposed location of the structures infringe into the required 20-foot front and 10-foot side yard setbacks.
• The garage structure is to be situated 18.75 feet from the front property line and 5.25 feet from the rear
property line. An infringement of L25 feet into the front yard and 4.75 feet to the rear yard setback.
• The breezeway is located 5.90 feet from the side property line. An infringement of 4.01 feet.
The deck, which is an extension of the existing deck, infringes 4.01 feet.
The applicant, Shirley A. O'Brien,Trustee of the Trinity Place Nominee Trust,who owns the property has
requested a bulk variance to the required front, side and rear yard setback for the district to permit the
structure to be added to the home.
Procedural&Hearing Summary:
This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on
October 18, 2005 A public hearing before the Zoning Board of Appeals was duly advertised and notice
sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened November 30,2005, at
which time the Board found to grant the variance subject to the conditions herein. Board Members deciding
this appeal were,Daniel M. Creedon, Randolph Childs,James R.Hatfield,Jeremy Gilmore, and Gail
Nightingale,Chairman
'Attomey John R. Alger represented the.applicant Shirley A.O'Brien,.as Trustee of the Trinity Place. `
Nominee Trust who was also present'at the hearing. Mr.Alger cited the proposed expansion would.be a
minor infringement into the required setbacks..He clarified that the property is zoned Residence C.and that
the required front yard setback is.20 feet and the side and rear yard setback requirement is 10 feet.
Mr. Alger stated.that the reasoning.for the variance lies in the configuration of the lot as an"L"shaped lot.
He noted the lot was increased in area by the grant of a prior Variance 2004-156. There is no.more option to
increase the size of the lotand the applicant now seeks to develop:an attached garage.
Mr.Alger noted that the proposed expansion would only be a'one-story structure-and not out of character
from the existing structure and not intrusive to the neighborhood. He cited that some 13 letters from all of
the abutters were submitted in.support of the granting of the variance. Mr. Alger reviewed the area to be.
added and"summarized the variance conditions as being the shape of the lot and the existing location of the
dwelling on that lot.
Public comment was requested and no one spoke in favor or in opposition to the request.:The Chairman
noted that letters of support had been entered into the file from;. Margot&David Carey, 249 Pine Street,
and own of Lot 2 Trinity Place,Shirley A.O'Brien,.35 Trinity Place,Mary K. O'Brien,44 Headwaters
Road, Steven and Barbara O'Brien,263 Pine Street,Robert C. O'Brien, 54 Headwaters Road,Stephen B.
O'Brien,Jr.Pres, O'Brien's Insurance Agency, Joseph M.and Elizabeth J. O'Brien,65 Trinity Place,Kevin
and Kelly O'Brien, 64 Trinity Place,Lois A. and Robert F.:Cross,III,76.Headwaters Road,Timothy and
Kathleen Flaherty,54 TririityPlace,Elaine J. Childs,214 Pine Street,Beverly T.Joyce,71 Childs Street;
Anne S.Bwel, 283 Pine Street, and Mark T.O'Brien,Lot No. 6 Trinity Place.
Findings of Fact-
At the hearing of November 30,2005,the Board unanimously made the following.findings of fact:
1. Appeal 2005-111 is that of Shirley A. O'Brien,Trustee of the Trinity Place Nominee Trust, seeking a
Variance for property located as shown on Assessor's Map 248 as Parcel 010 and a portion.of Parcel
011, addressed 35 Trinity Place, Centerville,MA 02632 in a Residence:C-1 Zoning District. The
variance is being requested to Section 240-13 E Bulk Regulations-Front,Rear&Side Yard Setback
Requirements. The applicant is seeking to build an attached.26' x 26' garage with a 14' x 16'
breezeway and 14' x 14' deck to the existing single-family dwelling and requests relief from the
required setbacks.
2. The applicant is seeking to expand the dwelling with additions. The location of which infringe into the
required 20-foot front-and 10-foot side yard setbrackas 'The garage structure is to be situated-lam 8 75`feet from the front property line on Trinity Place and-5)25,feet from the rear property line. An.infringement
of 1.25 feet into the required front yard setback and+4'75-feet into the rear yard setback. The breezeway
is located 5.99 feet from the side property line. An infringement of 4.01 feet.The deck, The
an
extension of the existing deck;-aligns with the breezeway and it too infringes 4.01 feet.
3. In consideration for the.Variance,unique conditions in the shape of the lot exist that affect the locus but
not the zoning district in which it is located. A literal enforcement-of the provisions of the Zoning
Ordinance would.involve substantial hardship, to the petitioner as that land area recently added to the lot
would be unusable.
4. This relief may be granted without substantial detriment to the public good or neighborhood and without
nullifying or substantially derogating from the intent,or purpose of the Zoning Ordinance.
Decision:
Based'on the findings of fact,a motion was duly made and seconded to grant the variance to Section 240-13
E Bulk Regulations to-perrn t an-attached 26'x 26' two-car garage-witha-l4' x-16'-breezeway-and 141x_14'
`deck:to•be-added_o-the=existing_dwellm Jmfr-ingirig-into'the_requiredTfront, side:ana ar_yard-setbacl s
subject to all of the following conditions.
1. The location of the additions shall be as shown on the proposed site plan submitted to the Board and
entitled"Certified Plot Plan located in Barnstable(Centerville)", dated WagW17,2005 asdrawn liy
._
c_Edward-Kelly,Professional-Land-•Surveyor.
2. The addition to the existing structure shall be as presented to the Board in plans entitled O'Brien
Residence 35 Trinity Place Centerville,.MA"as drawn by.Quality Construction Corp,dated 11/21/05
and consisting of 4 sheets. .
3. The existing deck and proposed deck expansion shall not enclosed nor converted to habitable area.
4. This addition shall be considered full build-out of the subject lot. There shall be no further expansion of
the structures located on the property without permission from this Board:
5. Construction shall comply with all applicable Building,health and fire code regulations:
6. During all stages of construction, all vehicles,equipment and materials associated with the construction
shall be required to-be located on-site. At no time will any parking, storage or construction materials or.
items be permitted on neighboring property without permission of the property owner nor shall it be
permitted in the right-of4ay of Trinity Place except as required for utility,landscaping and paving.
7 All mechanical equipment%air_conditioners,electri g'erierat rs,etc[)shall.be-located so as.tto.c_onform.to`
the required setbacks for the district and screened from neighboring homes and the public right-of-way.
J
8.. This decision must be recorded at the registry of deeds and a copy of that recorded document submitted
to the Zoning Board of Appeals Office and to the Building Division before any demolition or building
permit is issued. The relief authorized must be executed within one year of the grant of this permit.The vote was as follows:
AYE: Randolph Childs,James R. Hatfield,Jeremy Gilmore, Daniel M. Creedon, Gail Nightingale
NAY: None
Ordered:
Variance 2005-111 is granted with conditions. This decision must be recorded at the Registry of Deeds for
it to be in effect. The relief authorized by this decision mustbe exercised in one year. Appeals of this
decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty(20)days after the.
date of the filing of this decision, a copy of.which mu t be,filed in the office of the Town Clerk.
P
G l C.Nightingale.Chairm4
Date Signed
I,.Linda Hutchenrider, Clerk of the Town of Barnstable,Barnstable County,Massachusetts,'ne_reby certify
that twenty.(20)days have elapsed since the Zoning Board of Appeals filed this decision ard.that no-appeal_;
of the decision has been.filed ink e of of the Town Clerk. .
t1-
Signed and sealed this day O" un er' the pains an penalties of perjury..
Linda Hutchenrider,Town Clerk
3
f a
.Proofi of Publicati
on,
TOWN OF BARNSTABLE ZONING BOARD OF APPEALS
NOTICE OF PUBLIC HEARING UNDER THE ZONING
ORDINANCE
NOVEMBER 30, 2005
.To all persons interested in, or affected by the Zoning Board of Appeals under Section .
11,of Chapter 40A of the General Laws of the Commonwealth of Massachusetts,and all
amendments thereto you are hereby notified that:
7:00 P.M.Trinity Place Nominee Trust
Appeal 2005-11,1
Shirley A.O'Brien,Trustee of the Trinity Place Nominee Trust,has applied for a Variance to
Section 240-13 E Bulk Regulations—Front,Rear&Side Yard Setback Requirements.The
applicant is seeking.to build an attached 26'x 26'garage with a 14'x 16'breezeway and
14'x 14'deck to the existing single-family dwelling and requests relief from the required
setbacks.
The subject property is located as shown on Assessor's Map 248 as Parcel 010 and a
portion of Parcel 011.addressed 35 Trinity Place;Centerville,MA 02632 in a:Residence
C-1 Zoning District.
7:15 P.M.Giatrelis Appeals 2004-126 Anew
Stephen J Giatrelis and John D.Giatrelis have petitioned the Zoning Board of Appeals for
a Variance to Section 3.1.1(5)Bulk Regulations,Minimum Lot Area,Minimum Lot Width,
Minimum Side Yard Setback,and Minimum Front Yard Setback to permit the reconstruction
of an existing single-family dwelling on a pre-existing non-conforming lot.The property is
shown on Assessor's.Map 266 as Parcel 00.3. addressed 9i Ocean Drive,West-Ryan-
nisport,MA in a Residence D-1 Zoning District.
7.15 P.M.Giatrelis - Appeals 2004.127 Anew
Stephen J Giatrelis and John D.Giatrelis-have applied to the Zoning Board.otAppeals for
a Special Permit pursuant to Section 4-4.3(2)Nonconforming Buildings or Structures Used
as a Single and Two-Family Residences toallow for substantial remodeling/redevelopment
of a single-family dwelling on a non-conforming lot.The remodeling/redevelopment will not
conform to the requirements of the district in terms of side and rear setbacks.The prope rty
is shown on Assessor's Map 266 as Parcel 003, st Hyan
addressed 91 Ocean Drive,We
nisport,MA in a Residence D-1 Zoning District.
7:15 P.M.Giatrelis Appeal 2004-128 Anew
Stephen J Giatrelis and John D.Giatrelis have applied to the Zoning Board of Appeals,for
Special Permit Findings under MGL Chapter 40A,Section 6 to permit the reconstruction
of an existing 5-bedroom non-conforming single-family dwelling on anon-conforming lot.
The property is shown on Assessor's Map 266 as Parcel 003,address non- Ocean Drive,
West P.M.Sport MA in a Residence D-1 Zoning District.
7:30 P.M.Stewart -Appeal 2005.112 .
Sheldon F. Stew
art
art has ap
plied
i ed for
p aVariance
Front Yard Setback.The applicant seeks a va ance to Iion con tru0ct a single a almily residence
property is located as shown on Assessors Map 19
17.5 feet from Shootflying.Hill Road where a thirty-foot setback is required.The subject
3 as Parcel 076,addressed 19 Johnson
Lane,Centerville,MA in a Residence D-1 Zoning District.
7:45 P.M. Brooks Appeal 2005-115
Terrance M. and Janet L.Brooks have applied for a Special Permit pursuant to.Section
2.40-91 H(2)Nonconforming Lot.,The applicant seeks to demolisfi and rebuild a new single
family dwelling on a pre-existing,nonconforming lot.Thesubjectlishan re is locatedasshown
on.Assessor's Map 319 as Parcel 044 and addressed 15 Harbor View Road,Barnst -
MA in a Residence B Zoning District. able,
These Public Hearings will be hel
MA, Hearing R d at the Bamstable Town Hall,367 Main Street,Hyannis,
oom,2nd Floor,Wednesday,November 30, 2005. Plans and applications
may be reviewed at the.Planning Division,Zoning Board of Appeals Office,Town Offices,.
200 Main Street,Hyannis,MA. i
Gail Nightingale,Chairman. .
Zoning Board of Appeals
The Barnstable Patriot
November 11 and November 18,2005
Mappar . Ownerl Owner2 Address 1 Address 2 City State Zip Country
229102 WILLIAMS,DOUGLAS L&NANCY 222 PINE ST CENTERVILLE H MA 02632
229124. WILLIAMS,NANCY H TR %WILLIAMS,DOUGLAS L TR 222 PINE ST CENTERVILLE MA 02632
248003001 GOMES,GARY.A&JANE B 223 PINE ST CENTERVILLE �MA �01632 USA
248003002 SHIPMAN,MICHAEL J&ELOGY M 213 HINCKLEY HYANNIS MA �02601
` RD _
248003003 EWING,THOMAS R I ®INA 241 PINE CENTERVILLE MA �02632 USA
STREET
248005, CAREY,DAVID R&MARGOT O TR S 229 NOBSCOT ISUDBURY MA 01776 USA
RD a
248006 OBRIEN,SHIRLEY A TR TINITY PLACE NOMINEE TRUST 35 TRINITY PL CENTERVILLE MA 02632
248008 OBRIEN,JOSEP H M JR& 7r —RIEN,ELIZABETH J 65 TRINTY CENTERVILLE MA �02632 JUSA
PLACE _
248009 �CAREY,DAVID R TR CAREY REALTY TRUST 229 NOBSCOT �SUDBURY MA 01776 USA
RD
248010 JOBRIEN,SHIRLEY A TR TRINITY PLACE NOMINEE TRUST 35 TRINITY PL CENTERVILLE MA 102632
248011 OBRIEN'S CENT INS CO P O BOX 610 CENTERVILLE MA. 02632. USA
2412 �OBRIEN,STEPHEN B&BARBARA 263 PINE ST CENTERVILL80E �MA �02632:; USA
7 .
248013 CHILDS,ELAINE J 214 PINE ST CENTERVILLE �MA �02632 USA
248014 RIXON,JEFFREY H& RIXON,M J TAYLOR 8 CHILDS CENTERVILLE MA IQ2632 USA
STREET
2480I5 SCOVIL,DAMES S&DIANE R 20 CHILDS ST CENTERVILLE MA �02632 USA
248016 FLANSBURG,CHARLES M& FLANSBURG,BEVERLY D 53 MONROE RD E DOUGLAS MA �01516 USA
248241 MAREGNI,KAREN P O BOX 434 CENTERVILLE JMA 102632 USA
248279 OBRIEN,MARK T 35 TRINITY PL CENTERVILLE �MA 102632 JUSA
-48- FLAHERTY,TIMOTHY J& 54 TRINITY PL CENTERVILLE MA 102632
KATHLEEN A
248281 OBRIEN,KEVIN R&KELLY A 64 TRINITY CENTERVILLE �MA �02632 USA
PLACE
Thursday,November 10,2005 ------ Page 2 of 3
Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country
229102 WILLIAMS,DOUGLAS L&NANCY 222 PINE ST CENTERVILLE �MA 02632
LI
229124 WILLIAMS,NANCY H TR. %WILLIAMS,DOUGLAS L TR 222 PINE ST CENTERVILLE MA 02632
248003001 �GOMES,GARY A&JANE B 223 PINE ST CENTERVILLE NIA 02632 USA
241113102 SHIPMAN,MICHAEL J&ELOGY M 1213 HINCKLEY HYANNIS MA 02601
RD
248003,003 JEWING,THOMAS R L SR®INA 241 PINE CENTERVILLE MA 02632 USA
STREET
248005 CAREY,DAVID R&MAR GOT O TRS 229 NOBSCOT SUDBURY A�MA776 USA
RD
248006, OBRIEN,SHIRLEY A TR TINITY PLACE NOMINEE TRUST 35 TRINITY PL CENTERVILLE .. MA 02632 .
248008 �OBRIEN,JOSEPH M JR& OBRIEN,ELIZABETH J 65 TRINTY CENTERVILLE MA 02632
PLACE
248009 ICAREY,DAVID R TR CAREY REALTY TRUST 229 NOBSCOT ISUDBURY MA �01116 ' USA
RD
248010`: OBRIEN,SHIRLEY A TR` TRINITY PLACE NOMINEE TRUST 35 TRINITY PL CENTERVILLE IMA 02632
1248011 JOBRIEN'S CENT INS CO P O BOX 610 CENTERVILLE MA 102632::]USA
248012 JOBRIEN,STEPHEN B&BARBARA 263 PINE ST CENTERVILLE MA 02632 USA
24,8013` CHILDS,ELAINE J 214 PINE ST CENTERVILLE MA 162632 USA
248014 RIXON,JEFFREY H& RIXON,M J TAYLOR 8 CHILDS CENTERVILLE �MA 02632 USA
- STREET
248015 SCOVIL,JAMES S&DIAN&R 20 CHILDS ST . CENTERVILLE IMA . 02632 USA
248016 FLANSBURG,CHARLES M& FLANSBURG,BEVERLY D . 53 MONROE RD E DOUGLAS MA. 01516 USA
248241 MAREGM,KAREN P O BOX 434 CENTERVILLE MA 02632 USA
248279 OBRIEN,MARK T 35 TRINITY PL CENTERVILLE MA 02632 USA
248280 FLAHERTY,TIMOTHY J& 54 TRINITY PL CENTERVILLE MA 02632
�KATHLEEN A
781 OBRIEN,KEVIN R&KELLY A 64 TRINITY CENTERVILLE MA 02632 USA
PLACE
Thursday,November 10,2005 ----- Page 2 of 3
v,
z �
. - eXISfm HOI15E I 1E01011V ADDITION _
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TITLE PAGE NOT TO SCALE aa, , . CAP Pc51 ns
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FOl&d MON PLAN
6.
8: iMPUKiANT
9• 1 my l-JqTPllr.TIQMTHAT INCREASES LIVING SPACE
10, :IpnNn 1200 S0.Fr..PER LEVEL MAY REQUIRE THE
_ — . •� II. INSTALLATION OF ADDITIONAL SMO DATE OF FINAL 15511E
W — 12.. c
OYD PO HpERIg
. FWPO%P uArna °""""'"°'°°"�°"'O'°"' 13. 11/21/09
I;Tnmcc n T C70R5-THE ELECTRICAL 12/5/05
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19.
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QUA Ll 1 1
�BTR rSI DENCE MAM 6Y CAIO
CONSTRUTON CORP PLACE M5 1GN5
MAKaM (508) 7-5760 NIILEMA. wm..o�desp�sbn yy�r ddesq�s.bc
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a QUALITY O'BRIEN RESIDENCE - MViNVY dAYM. CA
6 o o CONSTRUCTION CORP. 35 TRRT= PLACE (508) &4w4 PF516N5
x MAM OZ Jf (508)"737-6006 CENTERynix.MA. wuw addcsq�s.b2 �ergldesgs.b¢
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EXISTING 1N1N4 ROOM
EXISTING _ EXISNJG BEDROOM
VIAIH
EXI5TMG BEDROOM EXISTING EX15TM FAMILY ROOM -
BEDROOM
$ - - DATE OF
----------- _ __ ______ - FMAL VAE
m
11/21/05
- 12/5/05
5CALE UNLE55
NOW
LNFERWISE
1/411 . I,
EXISTING 2ND FLOOR PLAN EXISTING 1ST FLOOR PLAN
a 1I 1I a
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QUALITY O'BRIEN RESIDENCE - �"�"�' YM CPO
CONSTRUCTION CORP. 35 TBJNITY PLACE csoe) a-a44 b�51GN5
`�.` MAW 6WW (506) 15-1-6006 CENTERVII.LE.MA. »ww.r ddesens.b¢ ��14sq.sb¢
r r 2 C
RESIDENTIAL BUILDING PERMIT FEES
APPLICATION FEE ,
New Buildings $100.00
Residential Addition $50.00
Alterations/Renovatiom $50.00
Building Permit Amendment $25.00
+ +E VALUE WORKSHEET
NEW LIVING SPACE
square feet x$96/sq.foot= C c`� x.0041- O-
plus from below(if applicable)
ALTERATIONSMENOVATIONS OF EXISTING SPACE
square feet x$64/sq.foot— x.0041=
plus frombelow(if applicable)
GARAGES(attached&detached)
square feet x$32/sq•ftr_ _I Co �_
ACCESSORY STRTJCTURE>120.sq.ft. t
>120 sf-500 sf $35.00
>500 sf-750 sf 50.00
>750 sf- 1000 sf 75.00
>1000 sf-1500 sf 100.00
>1500 sf-Same as new building permit:
square feet x$96/sq.foot= x.0041=
STAND ALONE PERWrS
Open Torch x$30.00=
(number)
D
x$30.00=
(number)
Fireplace/Chimney x$25.00=
• (number) •
Inground Swimming Pool $60.00
Above Ground Swimming Pool S25.00
Relocation/Moving $150.00
(plus above if applicable) Permit Fee l Z:j
Prolcost
Rev:063004
Department of Fndustriai Accidents
Of,face.of Investigations' ' .
E 600 Washington Street
< Boston,MA 02111
.�' wwiw.mas&gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/lElectricians/Plumabers
AVIVAI ant information Please Print Lesdbly
Name (Business/organizationft&viduaD: oer , l�7rn411
Address• . �p
City/State/Zip: p e r.' js 0?�6-41 Phone#:�
Are you an employer? Check the,appropriate boa:. Type of project(required):-
am a-emmployer with 4. I am a general contractor and I ' 6. ❑New construction
employees(fta and/or part-time).* have hired the sub-contractors
2.❑ I am a sole proprietor or pm ner-
listed on the attached sheet # 7. ❑ Remodeling
ship and have no employees 'These sub-contra�lrss have 8. ❑ Demolition
working forme in any*capacity. workers' comp.insurance. g. Building addition
o wo k�' comp, insurance 5. ❑ We are a corporation and its
e officers have exercised their 10.❑Electrical repairs or.additions
• required.]
ri t of ex lion er MGL 1l•❑ Phunbing repass or,additions
3.❑ I am a homeowner doing all work .� �P P ,
myself-[No workers' comp. c. 152,§1(4), and we have no 12.0 Roof repairs
fi=ant emnployees.� o workers''
ce r aired ❑
] comp.insurance required.] 13. Other
+Any applicant that checks boa#1 must also min out the section below showing their workers'compensation policy infomoation: '6 '
t Homeowners who submit this affidavit indicating they we doing all work and then hire outside contractors must submit a new affidavit indicating such.
tcontractors that check this box must attached as additional sheet showing the name of the sub-contractors and their workers'comp.policy information.
I am an employer that is providing workers compensation insurance for my employees. Below is the policy and job site
information. '
Inswance•CompanyName: 1 /r7 NsldrY�AIC�� CZ2—
Policy#or Self-ins.Lis#: Wn� PI PII �U. ExPirationDate:T`"� ,
Job Site Address: fra f7 el'e,`E' City/State/Zip:C e rVt ,�m,4- E
Attach a copy of the workers' compensation policy declaration page(showing the policy number and-emdpirationm date).
Failure to.secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminalpenalties of a
fine u' to$.1,500,.00 and/or one-year imprisonment, as well as civil penalties in le form of a STOP'VORK ORDER and a fine
of u.P to$250.00 a day against the violator. $e 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 the fiain4andpenahies of perjury that the information provided above/is true and correct.
Si stare: Date,..C� ZE
Phone#
,
Of fIcial use only. Do not write in this area,to be completed.by city,or town offic!gL
City or Town: PermitUcense#
Issuing Authority(circle.one):
1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6,Other
Contact Person: Phone#:
information and Instructions
Massachusetts General Laws chapter 152 tequires all employers to provide workers' compensation for their employees. ,
p�uant to this statute, an employee is defined as"...every person in the service of another under a�contract of hire,
express or implied,oral or written."
' « , association,ggrporation or other legal entity,or any two or more
An emp Y r.:
arbpersl�ip . .
to er is defined as::an indM4.0 l,•:P .
of the foregoing•engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the
receiver or trustee of an individual,partnership, association or other legal entity,employing employees. HOW.VV.er14C-
owner of a dwelling hous a having not more than three apartments and who resides therein,or.the occupant of the
dwelling house of another who employs persons to do maintenance,construction or repair woikvu such dwelling house
or on the grounds or binding appurtenant thereto shall not because of such employment be deemed to be an employer."
MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the Issuance or
-renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any
applicant who has not produced acceptable evidence-of compliance with the insurance coverage required."
Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its'political subdivisions shall
into any contract for the performance of public work until acceptable,evidence of compliance with the insurance
enter requirements of this chapter have been presented to the contracting authority."
Applicants
Please fill out.the workers' co4ensation affidavit completely,by checking the boxes that apply to your situation and,if
necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certifieate(s)of
insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(L•LP)with no employees other than the
members orpartaers; are not required to carry workers'�c'omp�a ion insurance. If an LLC or LLP be submitted to the Department ofoes have
Industrial
employees,a policy is requit d
d e • Be advised that this Y
Accidents for confirmation of irowi mce coverage. Also be sure to sign and date the affidavit. The affidavit should
be returned to the city or town that the application for the permit or license is being requested,not the Department of
s regarding the law or if you are required to obtain a workers'
Industrial Accidents. Should you have any question
compensationpolicy,please call the Department at the number listed below, Self-insured companies should enter their.,
self-insurance license number on the appropriate lime.
City or Town Officials .
Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom
of the affidavit for you to 0 out in the event the office of Investigations has to contact you regarding the applicant
Please be sure'to fill in the Permit/license number which will beused ar,need only c submit oneer. In affi indicating addition, an oumrent
that must submit multiple permit/license applications in any giveny y
policy information(if necessary)and under"Job Site Address"'th'e applicant should write"all locations in (city or
+° �p3'
A of the.-affidavit that has been officially stamped or marked by the city or town may be provided to the
town).
applicant as proof that•a valid affidavit is-on file for;future permits•or'licenses..A new aflidavitmust be filled out each
en is obtaining a license or permit not related to any business or commercial venture
year.Where a home owner or citiz
(i.e. a dog license or peanit to burn leaves etc.)said person is NOT required to complete this affidavit
The Office of Investigations would like to thank you in advance for your cogpeiation and should you have any questions,
please do not hesitate t0 give us a call.
The Department's address,telephone and.fax number:
The Commonwealth of Massachusetts .
Department of Indust ial Accidents
�. Office of hvestigattons .
600-Washington•$ reet� -
`r: Boston,MA 02111
Tel.#617-727-4900 ext 40.6 or•1-,877-MASSAFE
Fax#617-727M49
Revised 5-26.05 www,m,ass.gov/din
�THE, , Town of Barnstable
Regulatory Services
s FLU ' Thomas F.Geller,Director
'°rfD NtA'� Building Division
Tom Perry, Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-862-4038 Fax: 508-790-6230
Property O�;mer Must
Complete and Sign This Section
If Using A Builder
�� c-e DM 1 NItt I ri1ir
I -Tr, N�j�`(' as Owner of the subject property
hereby authorize ?�' _ �'�N� to act on mp behalf
in all matters relative to work authorized by this building permit application for:
Je r V I
(Address of Job)
Sign, of Owner Date
Print Name
Q Q 7
i
Q:FORMS:OVJNMERMIS SION
1 �
a. Town of Barnstable
Regulatory Services
st►s Thomas F.Geiler,Director
Building Division
Tom Perry,Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508 86 2-4038 Fax: 508-790-6230
Permit no.
Date
AFFIDAVIT
HOME IMPROVEMENT CONTRACTOR LAW
SUPPLEMENT TO PERMIT APPLICATION
MGL c.142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion,
improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied
building containing at least one but not more than,four dwelling units or to structures which are adjacent to
such residence or building be done by registered contractors,with certain exceptions,along with other
requirements. �\
Type-of Work: pfc',N �i�/�� 1 J 1 A Estimated Cost v
v
Address of Work:
J`� r
Owner's Name: y-i G P
T /
Date of Application: S" ee
I hereby certify that:
Registration is not required for the following reason(s):
ElWork excluded by law
❑Job Under$1,000
[]Building not owner-occupied
❑Owner pulling own permit
Notice is hereby given that:
OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH.UNREGISTERED
CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE
ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A.
SIGNED UNDER PENALTIES OF PERJURY
I hereby pply for a permit as the agent of the owner:
Date Contractor Name Registration No.
OR
Date Owner's Name
Q:forms:homeaffidav
y
........,.. ._-.. .. .. .......... .. ......,.....
............. ..... .. .., .......,....., ........ ... ..... ,... .. ..
��ie '�ammurru a�.�/f/laaaac6euaeLl3
Board of Building Regulations and Standards License or registration valid for individul use only
HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to:
R ra io
Board of Building Regulations and Standards
i Exp+ration "g/g/2007� One Ashburton Place Run1301
Boston,Ma.02108
Type ;Individual
Mark D.Grant
}
Mark Grant
39 Pleasant St
E.Dennis,MA 02641 Administrator Not valid without signatu
w
rw
Board of Building Repulations
One Ashburton Place, m 1301
Boston, Ma„ 02108-1618
License:...CONSTRUCTION SU Birthdate: 09/21/1963
Number:CS 063172 Expires:09/21/2007 ' Restricted To: 00
9 1 q
MARK D GRANT r
PO BOX 8/39 PLEASANT ST ti N
E DENNIS, MA 02641 j
Y I y
` Tr.no: 6629.0
Keep top for receipt and change of address notification.
DPS-CAI 0 50M-04/05-PC8698
Permit Number
MECcheck Compliance Report
Massachusetts Energy Code
MECcheck Software Version 3.2 Release lb Checked By/Date .
TITLE: O'Brien Residence
CITY: Barnstable
STATE: Massachusetts
HDD: 6137
CONSTRUCTION TYPE: 1 or 2 Family,Detached
HEATING SYSTEM TYPE: Other(Non-Electric Resistance)
DATE: 04/28/06
DATE OF PLANS: 12/08/2005
PROJECT INFORMATION:
addition
35 Trmity Place
Centerville,MA
COMPANY INFORMATION:
Quality Construction
PO Box 8
East_Dennis,MA 02641
NOTES:
Prepared by: Summit Insulation Co., Inc.
P.O. Box 1337
Harwich,MA 02645
COMPLIANCE:Passes
Maximum UA=71
Your Home=71
0.0%Better Than Code
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor UA
Ceiling 1: Cathedral Ceiling(no attic) I 2523.8.0� 0.0 7
Wall 1:Wood Frame, 16" o.c. 414 13.0 0.0 24
Window 1: Wood Frame,Double Pane with Low-E 22 0.340 7
Window 2: Wood Frame,Double Pane with Low-E 24 0.330 8
Door 1: Glass 40 0.320 13
Door 2: Solid 18 0.080 1
Door 3: Solid 18 0.230 4
Floor 1: All-Wood Joist/Truss,Over Unconditioned Space 224 30.0 0.0 7
Boiler 1: Other(Exept Gas-Fired Steam), 82.2 AFUE
i'
COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,
specifications,and other calculations submitted with the permit application. The proposed building has been designed
to meet the Massachusetts Energy Code requirements in MECcheck Version 3.2 Release lb. #
The heating load for this building,and the cooling load if appropriate,has been determined using the applicable
Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no
greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4.
Builder/Designer Date
MECcheck Inspection Checklist
Massachusetts Energy Code
MECcheck Software Version 3.2 Release lb
DATE: 04/28/06
TITLE: O'Brien Residence
Bldg.
�
Dept.
Use
Ceilings:
[ ] 1. Ceiling 1: Cathedral Ceiling(no attic),R-38.0 cavity insulation
Comments:
Above-Grade Walls:
[ ] 1. Wall 1: Wood Frame, 16" o.c.,R-13.0 cavity insulation
Comments:
Windows:
[ ] 1. Window 1: Wood Frame,Double Pane with Low-E,U-factor: 0.340
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? [ ]Yes [ ]No
Comments:
[ ] 2. Window 2: Wood Frame,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:
Doors:
[ ] 1. Door 1: Glass,U-factor: 0.320
#Panes Frame Type Thermal Break? [ ] Yes [ ]No
Comments:
[ ] 2. Door 2: Solid,U-factor: 0.080
Comments:
[ ] 3. Door 3: Solid,U-factor: 0.230
Comments:
Floors:
[ ] 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-30.0 cavity insulation
Comments:
Heating and Cooling Equipment:
[ ] 1. Boiler 1: Other(Exept Gas-Fired Steam), 82.2 AFUE or higher
Make and Model Number
Air Leakage:
[ ] Joints,penetrations, and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] When installed in the building envelope,recessed lighting fixtures
shall meet one of the following requirements:
I. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture
and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space.
2. Type IC rated, in accordance with Standard ASTM E 283,with no more than 2.0 cfin(0.944
Us)air movement from the the conditioned space to the ceiling cavity. The lighting fixture
shall have been tested at 75 PA or 1.57 ibs/ft2 pressure difference and shall be labeled.
Vapor Retarder:
[ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
Materials Identification:
[ ] Materials and equipment must be identified so that compliance can be determined.
[ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment must be provided.
[ ] Insulation R-values,glazing U-values,and heating equipment efficiency must be clearly marked on
the building plans or specifications.
Duct Insulation:
[ ] Ducts shall be insulated per Table J4.4.7.1.
Duct Construction:
[ ] All accessible joints,seams,and connections of supply and return ductwork located outside
conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed
using mastic and fibrous backing tape installed according to the manufacturer's installation
instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted.
[ ] The HVAC system must provide a means for balancing air and water systems.
Temperature Controls:
[ ] Thermostats are required 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 shall be provided.
Heating and Cooling Equipment Sizing:
[ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as
specified in Sections 780CMR 1310 and J4.4.
Circulating Hot Water Systems:
[ ] Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
[ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20%
of the heating energy is from non-depletable sources. Pool pumps require a time clock.
j Heating and Cooling Piping Insulation:
[ ] HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the
levels in Table 2.
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature(F) Up to 1 Up to 1.25 1.5 to 2.0 Over 2
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range F 2"Runouts 1" and Less 1.25"to 2" 2.5"to 4"
Heating Systems
Low Pressure/Temperature 201-250 1:0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 _ 1.0 L5 2.0
Cooling Systems -
Chilled Water,Refrigerant,, 40-55 6.5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
w
NOTES TO FIELD(Building Department Use Only)
MLucnecx"mptiaecc imcpVcL
" Massachusetts Energy Code
MBCcheck Software Version 3.2 Release lb Checked ByJDate
TITLE:O'Brien Residence
CITY:Barnstable
STATE:Massachusetts
}TDD:6137
CONSTRUCTIQ14:"TYPl3: 1 or.2 Farnily,:Dewhed
HEATING SYSTEM TYPE:Other(Non-Electric Resistance)
DATE: 12/08705. `
DATE OF PLANS:.12/08/2005
PROJECT INFORMATION:-
addition
35,Trinity Place
Centerville;MA.,.
COMPANY INFORMATION:
Quality Constnectiori
P O.hoz E -
East Dennis,MA 02641`
NOTES: .
Prepared by:Summit Insulation Co.,Inc
P.O.Box 1337
Harwich,MA 02645
COMPLIANCE:Passes
Maximum UA=72
Your Houle F'12
0,0%..Better Than Code
Gross Glazhg
Area or `' Cavity Cont. or D,)or
lrimeter R Value, -v er UA
Ceiling 1:Cathedral Ceiling(no attic) 252 0 0.0 9
0
Wall 1: Wood Frame, 16"o.c, 414 0 0 0 . 22
Window l Wood Frame,Double Pena with q:t E. 22 U 35i) :8
Window 2:Wood Frame,Double:Pane with ow 1r -:24 0.330 8
Door l: Glass 40.:. 0.321 " 13
0.081) 1
Door 2. Solid; 18>
Door3 Solid :18" 0:233 4?
'-Floor 1.Ali-Wood Joist/Truss,OvOr Unconslitaoned`Space 224 30.0 0.0 7
Bailer 1:Other(Exec Gas-Fired-Steam),83 AFUE
COMPLIANCE STATEMENT: The proposed building design►described here is consistent with the building plans,
specifications,aid other calculations submitted with the permit application. The proposed building ha>been designed
to meet the Massachusetts Energy Code requirements in MECeheck Version 3.2 Release jb.. .
f
.12/08/2005 08:10 5084308146 SUMMIT INSULATION CO PAGE 02
The heating load for this building,and•the eoc ling load if appropriate,has been determined using the applicable
Star+dard Design Conditions found in the Code_ The I'IVAC equipment selected to heat or cool the building shall be no
F.'. greater than:125%ofthe design load as specified in Sections 780C1v1R 1310 and 14.4.
9uilderlDesigtter Date _-
12/OB/2005 08:10 5084308146 SUMMIT INSULATION CO PAGE 03
MECcheck Inspection Checkliat
Memachusetts Energy Code
MECcheck Software Version 3.2 Release I
DATE: 12/08/05
TITLE'O'Brien Residence
Bid
8
Use
°I
I Ceilings:
1, .: Ceiling I;Cathedral Ceiling(ao attic),R-30.0 cavity insulation;.
Comments:
I Above-Grade Wells:
( ] 1. Wall 1:Wood Frame, 16"o.c.,R-15-0 cavity insulation
I
Comments:
Windows:
Window l:Wood Frame,Doable Pane with Low-E,U-factor 6 350
For windows without labeled U-factors,describe features:
N Panes Frame Type_ Thermal Break?[ ]-Yes[ ]No
( Comments: —
] I 2. Window 2:Wood Fram,Do able Pane with Low-E,U-factor 0330
For windows without labeled U-factors,describe features
! #Panes Frame;=Type Thermal Break?[ 1 Yes:[ ).No
j Comments: —
I lours:
[ J I 1. Door 1 Glassy U factor.0.320
( #•Panes Frame Type_ Thermal Break?[ ]:Yes[ ]No
I Continents:::
( ] I 2, Door 2:Solid,U-factor:0.080
Comments --
[ ] 3, Door 3 Solid,U-factor: 0.230
I Comments" —
I
] I 1. Floor 1. All-Wood Jtiist/Tres,s,Over Unconditioned Space,R 30.0 cavity insulation
Comments: —
{ Heating and it.ling t.q'idpoiant:
[ l I I. Boiler 1:Other(Exept Gas-fired Steam),83 AFUE or higher Y -
j Make and-lvlodel Number_
I Air Leakage
[ J Joints,penetrations,and all other such openings in the building envelope that are iources of s it
leakage must be sealed,
[ ] 1 When installed))the.building envelope,recessed lighting fixtures*. _ ..
shall meet one bf-dw following miuirements:
I 1. Type is rated,manufacturk-with,no penetrations between the inside of the recessed fixture
and ceiling cavity and:seaW or guketed to prevent air leakage into the unconditioned.space.
2. Type 1C rated,in accordance;with Standard A,STM E 283,with no more than,2.0 cfm(0.944
.;2/08/2005 08:10 5084300146 SUMMIT INSULATION 00 PAGE 04
Us)air movement from,the thre conditioned space to the ceiling cavity. The lighting fixture
I shall have beer!tested,at 75 P)i or 1.57 lbs/it2 preisure difference and shall be labeled.
II
I. Vapor Retarder:
[ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
Materials ideatilleation:
[ ] I Materials and equipment must be identified so that compliance can be determined.
[ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heatir.g
equipment must be provided.
[ ] I Insulation R values,glazing V-valuss,and heating equipment efficiency must be clearly marked on
the building plans or specifications.
I
Duct Insulation;
[ J I Ducts shall be insulated per Table J4.4.7.1,
Duct Construction:
[ ] I All accessible jo1m,seams,and connections of supply and return ductwork located outside
conditioned space,including stud bays or joist cavitiesispaces used to transport air,shall be sealed
using!mastic and fibrous backing tape installed according to the manufacturer's installation
instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted.
[ ] I The HVAC system must provide a means for balancing air and water systems.
1
Temperature Controls:
[ ] I Thermostats are required for each separate HVAC system. A manual or automatic means to
I partially restrict or shut off the healing and/or cooling input to each zone or floor shall be provided.
Heating and Cooling Equipment Sizing:
Rated output[ capacity of the heatin&ooling system is not greater than 125%of the design load as J I specified in Sections 780CMR 1310 and J4.4.
I
I Circulating Hot Water Systems:
Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
[ J I All heated swimming pools roust have an on/off heater switch and require a cover unless over 20%
I of the heating energy is from non4 e:pletable sources. !Pool pumps require a time clock.
I Heating and Cooling Piping]insulation:
mu
st be insulated to the
[ ] I HVAC piping conveying fluids above 120°F or chilled fluids below 55°F nn .
levels in Table 2.
;2/08/2005 08:10 5084308146 SUMMIT INSULATION CO PAGE 05
Table 1: Minimum Insulation Thickness for Clrcm1ating Hot Water Pipes.
Ill1glati .i Thicknc3l in Inches by Pipe Sizes
Heated Water Eton-CircujAjWg-j;unouts Circulating_Mains and R-►nuts
Temperature(F) Up to I" up to "to 2.0" Over T!
170.180 0.5 K(' 1.5 2.0
140.160 0.5 0.4; 1.0 1.5
100.130 0.5 0.-'; 0.5 1.0
Table 2: Minimum Insulation Thickness foi"HPAC Pipes.
Fluid Temp. Insulliji2a Thickness in Inches by Pine She
Piv,ng_system Dues Rs nee(F) 2 Runotits V and Less to 2 2.5 tQ 4
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water,Reliigerant, 40-55 0.5 0.5 0.75 1.0
and Brine l3rlow 40 1.0 1.0 1.5 1.5
NOTES TO FIELD(Building Department Ilse Only) .
;: D Acox�„ CERTIFICATE OF LIABILITY INSURANCE OP ID ATEIMbYDD/YYW}
PRODUCERT-A 07 OS
THIS CERTIFICAT&18 ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFER$NO RIGHTS UPON THE CERTIFICATE
Zoward J. McGrath Ynaurance "OLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR
P"O. Box 1093 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Dpnnia MA 02638
P40ne: 508-386-2454 Sax:508-385-5991 INSURERS AFFORDING COVERAGE NAIC0
INOUItED _....
INSURERA: $88ex Insurance CO
INSURER B,
Mark D grant INBURERCI
POSoxS
F Dennis MA '02641 IN$URERO:
INSURER E:._...
COVERAGES
THE POLICIES OF INSURANCE LISTED 9ELONI HAVE.BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING
OY 41AY PERTAIN•THE INSURANCE AFFORDED BY HE POLICIES DESCRIBED HCT OR OTHER EREIN S SUBJECT TO AMENT WITH LL THE TO icRMS,EXCLUSIONS AND CONDITIONS OF SUCH
90LICIE$.AGGREGATE LIMITS SNOV/N MAY HAVE F ICATE MAY BE ISSUED OR
BEEN REDUCED BY PAID CLAIMS.
INS
LTR b ._ '""'pC b0LIC'YLYaDFA1f —NSR TYPEOF INSURANCE POLICYNUMBIR DA ! DATE MMlDO LIMITS
GENEROLuaBIUTv OCCJRRENCE $ 500000
A; X COMMERCIAL GENERAL LIABILITY 3CS9752 0' ET�RE1cgurw-
11/07/OS 1/G7%06 PR 1sEsccacocuro�cel s 50000
I — CLAIMS MADE FT OCCUR M EXP(Ary one person) S 1000
_.._ RSONALB ACV INJURY 8500000
gENERALAGGREGATE $1000000
GEMLAGGREGATELIMIT APPLIES PER: PRODUCYS-LOMPIOPAGG S1000000
POLICY jes- LOC
AUTOMOBILE LIABILITY
ANY AUTO COMBINED SINGLE LIMIT. S
(a=Idenq
ALL OWNFO AUTOS _ •--
i
SC SODILYINJURY S
t IEDULED AUTOS (Porpersw
HIRED AUTOS
NON-06WEDAUTOS i {FOerDIaedtlNRURY !
— PROPERTY DAMAGE S
- I (P�fr iCC�dent}
GARAGE LIABILITY AUTO ONLY•CAACCIDEN'rAN $
ANY AUTO I EA ACC S
NLY: AGO 6
EXCESSIL81B4ELIALIABILiTY EACHOCCURRENCE S
OCCUR U CLAIMS MADE AGGREGATE E
E
DEDUCTIBLE .
6
•—
S
WORKCRS COMPENSATION ANO
EMPLOYERS'LIABILITY TORY LIMITSy— E"
ANY PROPRIETOR(PARYMEWEXECUTIVE - L'^L.EACH ACCIDENT j
OFF!CERIMEMBER EXCLUDEO't E.L.DISEASE-EA EMPLCYEEJ S -
It yyeess aeaYDe under
bPECN1L PROVISIONS Cdve OTHER C.L.DISEASE-POLICY IIMiT S
i
DEOCRIPTION OF OPERATIONS I LOCATIONS I VEHICLE$!EXCLUSIONS ADOED BY ENDOR69MEN7 I SPECIAL PROVISIONS - -
CERTIFICATE HOLDER CANCELLATION
TRINIPL SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF,THE ISSUING INSURER VdLL ENDEAVOR TO[NAIL 10 DAYS wRrITGN
Trinity place Nominee Trust
NOTICE TO THE CERTIFICATE HOLDER NAMED TOTNE LEFT.BUT FAILURE TODOSOISHALL
Shirley O'Brien, trustee
35 Trinity Place IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER.ITS AGENTS OR
Centerville KA 02632 REPRESENJATIVIES,
ALfTH E DD ATIVE
E nee AgenMI
ACORD 2$(2001/08) 0 ACORD CORPORATION 1988
TO 3!Dvd 33NV2JnSNI HiVb90W C3 1669986809 86:TT 00OZ/LO/ZT
............................... ......... ................. .......
................................
..........................
...............................
... ......... ......... ..................... .................. ........
. ................ ............... . ............... .....................
...............................................
....................
ISSUE DATE(MM/DD/YY)
..................................
. . ..........................
........................
T..IE
C
.. .... . .......... ......
............. ................................................................ 12/06/05
................................ ................................................................
......................................................................
............................................................................ .......
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND
CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE
PRESIDENTIAL INSURANCE AGENCY DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE
1368 ROUTE 134 POLICIES BELOW.
PO BOX 1510 COMPANIES AFFORDING COVERAGE
EAST DENNIS MA 02641
COMPANY
A
LETTER Aim Insurance Company
COMPANY
B
INSURED LETTER
MARK GRANT COMPANY c
D/B/A QUALITY CONSTRUCTION LETTER
P.O.BOX 8 COMPANY D
BAST DENNIS MA 02641 LETTER
COMPANY E
V LETTER
.............................I....... ........ .....................................__..............
ZO
........................................ ......................................................................................................................
................................... .................***.............................. ......... ...................................................................................................... ..........................
..... ....................................... ....... ............. .............. ..........-Z AAASS"' ....... ............... .......... ...
............
........... ....................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.
CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION
LTR DATE(MM/DD/YY) DATE(MM/DD/YY) LIMITS
GENERAL LIABILITY GENERAL AGGREGATE $
COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. $
........ CLAIMS MADE OCCUR. PERSONAL&ADV.INJURY $
OWNER'S&CONTRACTOR'S PROT. EACH OCCURRENCE $
FIRE DAMAGE(Any one fire) $
MED.EXPENSE(Anyoneperson) $
AUTOMOBILE LIABILITY COMBINED SINGLE $
ANY AUTO LIMIT
ALL OWNED AUTOS BODILY INJURY $
SCHEDULED AUTOS (Per person)
HIRED AUTOS BODILY INJURY
NON-OWNED AUTOS (Per accident) $
RGARAGE LIABILITY PROPERTY DAMAGE $
EXCESS LIABILITY EACH OCCURRENCE $
UMBRELLA FORM AGGREGATE $
.................
11....................... ... ....... ....................... .........''I'll...... .......
......................................... ........................ ............ ......... ......I'll......11......................................
........... ................. ....... ........ ......11.........
OTHER THAN UMBRELLA FORM ...........
.......................... .........
A x I STATUTORY LIMITS
....... ....
WORKER'S COMPENSATION VWC6007067012005 4/16/05 4/16/06 EACH ACCIDENT $ 100,000
AND DISEASE--POLICY LIMIT $ 500,000
EMPLOYERS'LIABILITY DISEASE--EACH EMPLOYEE 1$ 100,000
OTHER
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS
CARPENTRY
..... .........
..................................... ..............
..............................
............... ....... .................... ... ...
............. A . .......
-C .......
..........
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
Trinity Place Nominee Trust
MAIL to DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
Shirley A O'Brien Trustee LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR
35 Trinity Place LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES.
Centerville MA 02632 AUTHORIZED REPRESENTATIVE
. ........... ......................................
................... ..........
................ . ... ...........................................
..............
.............. ..
...........
A*O.. .130":
... ................
..........................ki 0.110 ........... ..
f
Multi-Span Floor Beamf 2003 International Building Code(01 NDS))Ver:6.00.7
By:Jay Malaspino,CAD Designs on: 12-05-2005:2:33:38 PM
Proiect:Graft obnen-Location:rear deck girder
Summary-
(3) 1.5 IN x 7.251N x 14.0 FT(7+7}/#2-Southern Pine-Wet Use
Section Adequate By: 1.0.1% Controlling Factor: Section Modulus/Depth Required 6.91 In
*Laminations are to be fully connected to provide uniform transfer of loads to all members
Center Span Deflections:
Dead Load:' DLD-Center 0.01 IN
Live Load: LLD-Center= 0.09 IN=U949
Total Load: TLD-Center- 0.10 IN=U857
Right Span Deflections:
Dead Load: DLD-Right= 0.01 IN
Live Load: LLD-Right= 0.09 IN=U949
Total Load: TLD-Right= 0.10 IN=U857
Center Span Left End Reactions(Support A):
Live Load: 'LL-Rxn-A= 1470 LB
Dead Load: DL-Rxn-A= 231 LB
Total Load: TL-Rxn-A= 1701 LB
Design For Uplift Loads(includes Uplift Factor of Safety) R_xn-Amin= -56 LB
Bearing Length Required(Beam only,support capacity not checked): BL-A 1.00 IN
Center Span Right End Reactions(Support B):
Live Load: LL-Rxn-B= 4200 LB
Dead Load: DL-Rxn-B= 769 LB
Total Load: TL-Rxn-B= 4969 LB
Bearing Length Required(Beam only,support capacity not checked): BL-B= 2.92 IN
Right End Reactions(Support C):
Live Load: LL-Rxn-C= 1470 LB
Dead Load: DL-Rxn-C= 231 LB
Total Load: TL-Rxn-C= 1701 LB
Desiqn For Uplift Loads(Includes Uplift Factor of Safety) Rxn-C-min= -56 LB
Bearing Length Required(Beam only,support capacity not checked): BL-C= 1.00 IN
Dead Load Uplift F.S.: FS= 1.5
Beam Data:
Center Span Length: L2= 7.0 FT
Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT
Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 7.0 FT
Right Span Length: 0= t 7.0 FT
= Right Span Unbraced Length-Top of Beam: Lu3-Top= 0.0 FT
Right Span Unbraced Lenqth-Bottom of Beam: Lu3-Bottom= 7.0 FT
Live Load Deflect.Criteria: U 360
Total Load Deflect. Criteria: U 240
Center Span Loading:
Uniform Load:
Floor Live Load: FLL-2= 60.0 PSF
Floor Dead Load: FDL-2= 10.0 PSF
Floor Tributary Width Side One: Trib-1-2= 6.0 FT
Floor Tributary Width Side Two: Trib-2-2= 2.0 FT
Beam Self Weight: BSW= 8 PLF
Wall Load: Wall-2= 0 PLF
Total Live Load: wL-2= 480 PLF
Total Dead Load: wD-2= 80 PLF
wT-2= 568 PLF
Total Load: i
Right Span Loading:
Uniform Load:
Floor Live Load: FLL-3= 60.0 PSF
Floor Dead Load: FDL-3= 10.0 PSF
Floor Tributary Width Side One: Trib-1-3= 6.0 FT
Floor Tributary Width Side Two: Trib-2-3= 2.0 FT
Beam Self Weight: BSW= 8 -PLF
Wall Load: Wall-3= 0 PLF
Total Live Load: wL-3= 480 PLF
Total Dead Load: wD-3= 80 PLF
Total Load: wT-3= 568 PLF
Properties For:#2-Southern Pine
Bending Stress: Fb= 1200 PSI
Shear Stress: Fv= 175 PSI
Modulus of Elasticity: E= 1600000 PSI
Stress Perpendicular to Grain: Fc_perp= 565 PSI
Adjusted Properties
Fb'(Compression Face in Tension): Fb'= 1166 PSI
Adjustment Factors:Cd=1.00 Cm=0.85 CI=0.99 Cf=1.00 Cr-1.15
FV: FV= 170 PSI
1.Adjustment Factors:Cd=1.00 Cm=0.97
E�: E'= 1440000 PSI
Adjustment Factors: Cm=0.90
W
Page:2
Multi-Span Floor Beam(2003 International Building Code(01 NDS)1 Ver:6.00.7
BY:Jav Malaspino,CAD Designs on: 12-05-2005:2:33:38 PM
Project:Grant obrien-Location:rear decK girder
Fc'_perp: Fc'_perp= 379 PSI
Adiustment Factors: Cm=0.67
Design Requirements:
Controlling Moment: M= -3479 FT-LB
Over right support of span 2(Center Span)
Critical moment created by combining all dead loads and live loads on span(s)2,3
Controlling Shear: V= 2167 LB
At a distance d from right support of span 2(Center Span)
Critical shear created by combining all dead loads and live loads on span(s)2,3
Comparisons With Required Sections:
Section Modulus(Moment): Sreq= 35.80 IN3
S= 39.42 IN3
Area(Shear): Areq= 19.15 IN2
A= 32.63 IN2
Moment of Inertia(Deflection): Ireq= 54.22 IN4
1= 142.90 IN4
e
Multi-Span Floor Beam[2003 International Building Code(01 NDS)J Ver:6.00.7
By:Jay Malaspino,CAD Designs on: 12-05-2005
Project:Grant obrien-Location: rear deck girder
Summary:
(3) 1.5 IN x 7.25 IN x 14.0 FT(7+7)/#2-Southern Pine--Wet Use
Section Adequate By: 10.1% Controlling Factor:Section Modulus/Depth Required 6.91 In
LOADING DIAGRAM
A B C
Center Span =7 ft Right Span =7 ft
Reactions
Live Load Dead Load Total Load Uplift Load
A 1470 Lb 231 Lb 1701 Lb -56 Lb
B 4200 Lb 769 Lb 4969 Lb 0 Lb
C 1470 Lb 231 Lb 1701 Lb -56 Lb
Center Span
Uniform Loading
Live Load Dead Load Self Weight Total Load
W 480 Plf 80 Plf 8 Plf 568 Plf
Right Span
Uniform Loading
Live Load Dead Load Self Weight Total Load
W 480 Plf 80 Plf 8 Plf 568 Plf
CD
Roof Beam[2003 International Building Code(01 NDS)1 Ver:6.00.7
By:Jay Malaspino,CAD Designs on: 12-05-2005:2:33:27 PM
Project:GRANT OBRIEN-Location:front porch roof girder
Summary:
(2) 1.75 IN x 9.5 IN x 13.71 FT /Versa-Lam 3100 Fb SP-Boise Cascade
Section Adequate By:•74.1% Controlling Factor:Moment of Inertia/Depth Required 7.9 In.
"Section may not be readily available.
•Laminations are to be fully connected to provide uniform transfer of loads to all members
Deflections:
Dead Load: DLD= 0.21 IN
Live Load: LLD= 0.32 IN=U518
Total Load: TLD= 0.53 IN=U313
Reactions(Each End):
Live Load: LL-Rxn= 1371 LB
Dead Load: DL-Rxn= 894 LB
Total Load: TL-Rxn= 2265 LB
Bearing Length Required(Beam only,support capacity not checked): BL 0.76 IN
Beam Data:
Span: L= 13.71 FT
Maximum Unbraced Span: Lu= 0.0 FT
Pitch Of Roof: RP= 0 : 12
Live Load Deflect.Criteria: U 240
Total Load Deflect.Criteria: U 180
Roof Loading:
Roof Live Load-Side One: LL1 25.0 PSF
Roof Dead Load-Side One: DL1= 15.0 PSF
Tributary Width-Side One: TW1= 8.0 FT
Roof Live Load-Side Two: LL2= 25.0 PSF
Roof Dead Load-Side Two: DL2= 15.0 PSF
Tributary Width-Side Two: TW2= 0.0 FT
Roof Duration Factor: Cd= 1.15
Beam Self Weight: BSW= 10 PLF
Slope/Pitch Adjusted Lengths and Loads:
Adjusted Beam Length: Ladi= 13.71 FT
Beam Uniform Live Load: wL= 200 PLF
Beam Uniform Dead Load: wD_adi= 130 PLF
Total Uniform Load: wT= 330 - PLF,
Properties For:Versa-Lam 3100 Fb SP-Boise Cascade"
Bending Stress: Fb= 3100 PSI
Shear Stress: Fv= 290 PSI
Modulus of Elasticity: E= 2000000 PSI
Stress Perpendicular to Grain: Fc_perp= 850 PSI
Adjusted Properties
Fb'(Tension): Fb'= 3659 PSI
Adjustment Factors:Cd=1.15 Cf=1.03
Fv': FV= 334 PSI
Adjustment Factors:Cd=1.15 _
Design Requirements:
Controlling Moment: M= 7763 FT-LB
6.855 ft from left support
Critical moment created by combining all dead and live loads.
Controlling Shear: V= 2038 LB
At a distance d from support.
Critical shear created by combining all dead and live loads.
Comparisons With Required Sections:
Section Modulus(Moment): Sreq= 25.46 IN3
S= 52.65 IN3
Area(Shear): Areq= 9.17 IN2
A= 33.25 IN2
Moment of Inertia(Deflection): Ireq= 143.65 IN4
I= 250.07 IN4
Roof Beam[2003 International Building Code(01 NDS)]Ver:6.00.7
Byi Jay Malaspino,CAD Designs on: 12-05-2005
Project:GRANT OBRIEN-Location:front porch roof girder
Summary:
(2) 1.75 IN x 9.5 IN x 13:71 FT /Versa-Lam 3100 Fb SP-Boise Cascade
Section Adequate By:74.1% Controlling Factor: Moment of Inertia/Depth Required 7.9 In
LOADING DIAGRAM
� W
A B
Span =13.71 ft
Reactions
Live Load Dead Load Total Load Uplift Load
A 1371 Lb 894 Lb 2265 Lb 0 Lb
B 1371 Lb 894 Lb 2265 Lb 0 Lb
Span
Uniform Loading
Live Load Dead Load Self Weight Total Load
W 200 Plf 120 PIf 10 Plf 330 Plf
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Multi-Span Floor Beam[2003 International Building Code(01 NDS))Ver:6.00.7
Bv:Jay Malaspino,CAD Designs on: 12-05-2005:2:33:58 PM
Proiect:GRANT OBRIEN-Location:front porch deck girder
Summary:
(2) 1.5 IN x 7.25 IN x 13.7 FT(6.8+6.8)/#2-Southern Pine-Wet Use,
Section Adequate By:.31.9% Controlling Factor:Section Modulus/Depth Required 6.31 In
*Laminations are to be fully connected to provide uniform transfer of loads to all members
Center Span Deflections:
Dead Load: DLD-Center- 0.01 IN
Live Load: LLD-Center- , 0.06 IN=U1350
Total Load: TLD-Center- 0.07 IN=U1216
Right Span Deflections:
Dead Load: DLD-Riqht= 0.01 IN
Live Load: LLD-Right-- 0.06 IN=U1350
Total Load: TLD-Right= 0.07 IN=U1216
Center Span Left End Reactions(Support A):
Live Load: LL-Rxn-A= 719 LB
Dead Load: DL-Rxn-A= 116 LB
Total Load: TL-Rxn-A= 836 LB
Design For Uplift Loads(Includes Uplift Factor of Safety) Rxn-Amin= -25 LB
Bearing Length Required(Beam only,support capacity not checked): BL-A= 0.74 IN
Center Span Right End Reactions(Support B):
Live Load: LL-Rxn-B= 2055 LB
Dead Load: DL-Rxn-B= 388 LB
Total Load: TL-Rxn-B= 2443 LB
Bearing Length Required(Beam only,support capacity not checked): BL-B= 2.15 IN
Right End Reactions(Support C):
Live Load: LL-Rxn-C= 719 LB
Dead Load: DL-Rxn-C= 116 - LB
Total Load: TL-Rxn-C= 836 LB
Design For Uplift Loads(Includes Uplift Factor of Safety) Rxn-C-min= -25 LB
Bearing Length Required(Beam only,support capacity not checked): BL-C= 0.74 IN •
Dead Load Uplift F.S.: FS= 1.5
Beam Data:
Center Span Length: L2= 6.85 FT
Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT
Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 6.85 FT
Right Span Length: L3= 6.85 FT
Right Span Unbraced Length-Top of Beam: Lu3-Top= 0.0 FT
Right Span Unbraced Length-Bottom of Beam: Lu3-Bottom= 6.85 FT
Live Load Deflect.Criteria: L/ 360 '
Total Load Deflect. Criteria: U 240
Center Span Loading:
Uniform Load:
Floor Live Load: FLL-2= 60.0 PSF
e Floor Dead Load: FDL-2= 10.0 PSF
Floor Tributary Width Side One: Trib-1-2= 4.0 FT
Floor Tributary Width Side Two: Trib-2-2= 0.0 FT
Beam Self Weight: BSW= 5 PLF
Wall Load: Wall-2= 0 PLF
Total Live Load: wL-2= 240 PLF
Total Dead Load: wD-2= 40 PLF
Total Load: wT-2= 285 PLF
Right Span Loading:
Uniform Load:
Floor Live Load: FLL-3= 60.0 PSF
Floor Dead Load: FDL-3= 10.0 PSF"
Floor Tributary Width Side One: Tdb-1-3 4.0 FT
Floor Tributary Width Side Two: Trib-2-3= 0.0 FT
Beam Self Weight: BSW= 5 PLF`
Wall Load: Wall-3= 0 PLF
Total Live Load: wL-3= 240 PLF
Total Dead Load: wD-3= 40 PLF
Total Load: wT-3= 285 PLF
Properties For:#2-Southern Pine
Bending Stress: ' Fb= 1200 PSI .
Shear Stress: Fv= 175 PSI
Modulus of Elasticitv: E= 1600000 PSI
Stress Perpendicular to Grain: Fc_perp= 565 PSI
Adjusted Properties
Fb'(Compression Face in Tension): Fb'= 1007 'PSI
Adjustment Factors:Cd=1.00 Cm=0.85 CI=0.99 Cf=1.00
FV: Fv'= 170 PSI
Adjustment Factors:Cd=1.00 Cm=0.97
E': E'= 1440000 PSI
Adjustment Factors: Cm=0.90
Page:2
Multi-Span Floor Beam(2003 International Building Code(01 NDS)1 Ver.6.00.7
By:Jay Malaspino,CAD Designs on: 12-05,2005:2:33:58 PM
Project:GRANT OBRIEN-Location:front porch deck girder
Fc'_perp: Fc'_perp= 379 PSI
Adiustment Factors: Cm=0.67
Design Requirements:
Controlling Moment: M= -1673 FT-LB
Over right support of span 2(Center Span)
Critical moment created by combining all dead loads and live loads on span(s)2,3
Controlling Shear: V= 1065 LB
At a distance d from left support of span 3'(Right Span)
Critical shear created by combining all dead loads and live loads on span(s)2,3
Comparisons With Required Sections:
Section Modulus(Moment): Sreq= 19.93 IN3
S= 26.28 1N3
Area(Shear): Areq= 9.41 IN2
A= 21.75 IN2
Moment of Inertia(Deflection): Ireq= 25.40 IN4
I= 95.27 IN4
Multi-Span Floor Beam[2003 International Building Code(01 NDS))Ver:6.00.7
By:Jay Malaspino,CAD Designs on: 12-05-2005
Project:GRANT OBRIEN-Location:front porch deck girder
Summary:
(2) 1.51Nx7.251Nx 13.7 FT 6.8+6.8 /#2-Southern Pine-Wet Use
( )
Section
Adequate By:31.9% Controlling Factor:Section Modulus/Depth Required 6.31 In
LOADING DIAGRAM
W �*
A B s C
Center Span =6.85 ft Right Span =6.85 ft
Reactions
Live Load Dead Load Total Load Uplift Load
A 719 Lb 116 Lb 836 Lb -25 Lb
B 2055 Lb 388 Lb 2443 Lb 0 Lb
C 719 Lb 116 Lb 836 Lb -25 Lb
Center Span -
Uniform Loading
Live Load Dead Load Self Weight Total Load
W 240 Plf 40 Plf 5 Plf 285 Plf
Right Span
Uniform Loading
Live Load Dead Load Self Weight Total Load
W 240 Plf 40 Plf 5 Plf 285 Pit
The Town of Barnstable
Department of Health Safe and Enviro nt�� Serv����
Building Division
367 main street,Hyannis,MA 02601
ic : SW8624038
Fax: 508.7".6230
PLAN
Owner'. MaPIParce
Proj=t AcsY��S. :.
„�r- '?
Address: - Builder_
The following Items were noted On seva itag,
Aa — oyA
Reviewed by:
Date. �—
C �
LAW OFFICES OF
JOHN R. ALGER P.C.
ATTORNEY AT LAW ��� D
5 PARKER ROAD
P. O. BOX 449
OSTERVILLE, MA 02655-044S
/ A P,'4e S r
TELEPHONE(SOS)428$5S4 FAX(r..+-.08)420-3162
August 19 2004
g" 3s �L-
Mr. Thomas Perry G ✓
Building Commissioner
Town of Barnstable
Building Division
200 Main Street
Hyannis, MA 02601
Dear Mr. Perry:
Robin suggested that I write you and explain what it is that Stephen O'Brien and O'Brien
Centerville Insurance is trying to accomplish.
Currently O'Brien Centerville Insurance Company owns Parcel 11 on Map 248. Parcel 12
adjoining it on the west is owned by Stephen and Barbara O'Brien and parcel 10 adjoining it on the south
is owned by Shirley O'Brien, Trustee. Recently Jay O'Brien retired from Centerville Insurance Agency
which is now owned entirely, I believe, by Stephen. In order to separate the business from the residence
they propose to take the*back 50'x60' section along Trinity Place and add it to the Shirley O'Brien parcel
so that Shirley would have land enough to construct a garage. Adjoining that would be a 50'x90' piece
which would be added to the parcel owned by Stephen and Barbara O'Brien which would give them
access from Trinity Place and the ability to construct a garage on their property at some date if they so
desire. There would remain a single parcel, 50'x 150', which would be the parcel that would be non-
conforming business. In other words, the business parcel would be reduced but the other two parcels,
which are non-conforming,would be increased in size.
Since there is no construction and only the conveyance of vacant land, I believe it was Art
Traczyk's feeling that.you might waive the necessity of Site Plan Review. The proposed petition will not
affect the business in any way nor its parking nor any other feature.
Very truly yours,
JRA/bt /07
Enclosure
c.c. Ms.-Robin Giangregorio
Mr..Arthur Traczyk
Mr'Stephen.O'Brien
. t
LAW OFFICES OF
JOHN R. AUGER, P.C.
ATTORNEY AT LAW
5 PARKER ROAD
P. O. BOX 449
OSTERVILLE, MA 02655-044S
TELEPHONE(SOB)428-B594 FAX(5013)420-3162
January 5, 2006
Thomas Perry, CBO
Building Commissioner
Town of Barnstable
Building Division
200 Main Street
Hyannis, MA 02601
RE: Shirley A. O'Brien, Trustee of the Trinity Place Nominee Trust;
35 Trinity P1a�Ccnterville,IVIA_0263-2-5
Map 248, Parcel 010 and a portion of 011
Dear Mr. Perry:
In accordance with the Zoning Board of Appeals Decision regarding the above-
referenced matter, I enclose herewith a copy of the Notice as recorded with the
Barnstable County Registry of Deeds.
Very truly yours,
(ami
JRA/cmv
Enclosure
Bk 206383 P9173 —w-604
e31-1 4-2110 02 55p.
BARNSr"
Town of Barnstable
Zoning Board of Appeals
Decision and Notice
Appeal 2005-111 -Trinity Place Nominee Trust
Variance-Section 240-13 E Bulk Regulations—Front,,Rear &Side Yard Setback Requirements
,Seeks to build an attached garage,breezeway,and deck partly within the required setbacks.
Petitioner: ShirI�y A. O'Brien,Trustee of the Trinity Place Nominee Trust
Property Address: 35 Trinity Place,Centerville,MA
Assessor's Map/Parcel: Map 248,Parcel 010 and a portion of Parcel 011
Zoning: Residential C Zoning District
Background &Relief Requested:
In Appeal 2005-111, the applicant is seeking to expand an existing single-family dwelling with an addition
of an attached 616 sq.ft. two-car garage,224 sq.ft.breezeway.and an open air deck of 196 sq.ft. The
proposed location of the structures infringe into the required 20-foot front and 10=foot side yard setbacks.
The garage structure is to be situated 18.75 feet from the front property line and 5.25 feet from the rear
property line. An infringement of 1.25 feet into the front yard and 4.75 feet to the rear yard setback.
• The breezeway is located 5.99 feet from the side property line. An infringement of 4.01 feet.
The deck,which is an extension of the existing deck,infringes 4.01 feet. .
The applicant, Shirley A. O'Brien,Trustee of the Trinity Place Nominee Trust,who owns the property has
requested a bulk variance to tl e required front, side and rear yard setback for the district to permit the
structure to be added to the home.
Procedural &Hearing Summary:
This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on
October 18, 20.05 . A public hearing before the Zoning Board of Appeals was duly advertised and notice
sent to all abutters in accordance with MGL Chapter 40A.'The hearing was opened November 30, 2005, at
Which time the Board found to grant the variance subject to the conditions herein. Board Members deciding
this appeal were,Daniel M. Creedon,Randolph Childs,James R. Hatfield,Jeremy Gilmore, and Gail
Nightingale, Chairman .
Attorney John R..Alger represented the applicant ShirleyA. O'Brien, as Trustee of the Trinity Place
Nominee Trust who was also present at hearing. Mr. Alger cited the proposed expansion would be a
minor infringement into the required setbacks. He clarified that the property is zoned Residence C and that
the required front yard setback is 20 feet and the side and rear y4d setback requirement is 10 feet.
Mr. Alger stated that the reasoning for the variance lies in the configuration of the lot as an "L"shaped lot.
He noted the lot was increased in area by the grant of a prior Variance 2004-156. There is no more option to
increase the size of the lot and the applicant now, seeks to develop an attached garage.
Mr.Alger noted that the proposed expansion'would only be a one-story structure and not out of character
from the existing structure and not intrusive to the neighborhood. He cited that some 13 letters from all of
the abutters were submitted in support of the granting of the variance. Mr. Alger reviewed the area to be
added and summarized the variance conditions as being the shape of the lot and the existing location of the
dwelling on that lot.
Public comment was requested and no one spoke in favor or in opposition to the request. The Chairman
noted that letters of support had been entered into the file from; Margot&•David Carey, 249 Pine Street,
and own of Lot 2 Trinity Place, Shirley A. O'Brien,35 Trinity Place,Mary K. O'Brien,44 Headwaters
Road,-Steven and Barbara O'Brien,263 Pine Street,Robert C. O'Brien, 54 Headwaters Road, Stephen B.
O'Brien,Jr. Pres, O'Brien's Insurance Agency,Joseph M. and Elizabeth J. O'Brien, 65 Trinity Place,Kevin
and Kelly O'Brien,.64 Trinity Place,Lois A. and Robert F. Cross,111,76 Headwaters Road,Timothy and
Kathleen Flaherty,54 Trinity Place,Elaine J. Childs, 214 Pine Street,Beverly T. Joyce,71 Childs Street,
Anne S.Brazel, 283 Pine Street, and Mark T.O'Brien,Lot No. 6 Trinity Place.
Findings of Fact:
At the hearing of November 30,2005, the Board unanimously made the following.findings of fact:
1. Appeal 2005-111 is that of Shirley A. O'Brien,Trustee of the Trinity Place Nominee Trust, seeking a
Variance for property located as shown on Assessor's Map 248 as Parcel 010 and a portion of Parcel
011, addressed 35 Trinity Place, Centerville,'MA 02632 in a Residence C-1 Zoning District. The
variance is being'requested to Section 240-13 E Bulk Regulations—Front,Rear&Side Yard Setback
Requirements. The applicant.is seeking to build an attached 26' x 26' garage with a 14' x 16'
breezeway and 14' x 14' deck to the existing single-family dwelling and requests relief from the
required setbacks.
2. The applicant is seeking to expand the dwelling with additions. The location of which infringe into the
required 20-foot front and 10-foot side yard setbacks. The garage structure is to be situated 18.75 feet
from the front property line on Trinity Place and 5.25 feet from the rear property line. An.infringement
of 1.25 feet into the required front yard setback and 4.75 feet into the rear yard setback. The breezeway
is located 5.99 feet from the side property line. An infringement of 4.01 feet. The deck,which is an
extension of the existing deck ,:aligns with the breezeway and it too infringes 4.01 feet.
3. In consideration for the Variance,unique conditions in the shape of the lot exist that affect the locus but
not the zoning district in.which it is located. A literal enforcement-of the provisions of the Zoning
Ordinance would involve substantial hardship,to the petitioner as that land area recently added,to the lot
would be unusable.
4. This relief may be granted without substantial detriment to the public good or neighborhood and without
nullifying or substantially derogating from the intent or purpose of the Zoning Ordinance.
Decision:
Based on the findings of fact, a motion was duly made and seconded to grant the variance to Section 240-13
E Bulk Regulations to permit an attached 26' x 26' two-car garage with a 14' x 16' breezeway and 14' x 14'
deck to be added to the existing dwelling infringing into the required front, side and rear yard setbacks
subject to all of the following conditions.
} 2
t ,
1. The location of the additions shall be as shown on the proposed site plan submitted to the Board.and
entitled"Certified Plot Plan located in Barnstable(Centerville)", dated August 17,2005 as drawn by
Edward Kelly,Professional Land Surveyor.
2. The addition to the existing structure shall be as presented to the Board in plans entitled O'Brien
Residence 35 Trinity Place Centerville,MA"as drawn by Quality Construction Corp,dated 11/21/05
and consisting of 4 sheets. - :-
3. The existing deck and proposed deck expansion shall not be enclosed nor converted to habitable area.
4. This addition shall be considered full build-out of the subject lot. There shall be no further expansion of
the structures located on the property without permission from this Board.
5. Construction shall comply with all applicable Building,health--and fire.code regulations.
6. During All stages of construction, all vehicles, equipment and materials associated with the construction
shall be required to be located on-site. At no time will any parking,storage or construction materials or
items be permitted on neighboring property without permission of the property owner nor shall it be
permitted in the right-of way of Trinity Place except as required for utility,landscaping and paving.
7. All mechanical equipment(air conditioners;electric generators,etc.) shall be located so as to conform to
the required setbacks for the district and screened from neighboring homes and the public right-of-way.
8. This decision must be recorded at the registry of deeds and a copy of that recorded document submitted
to the Zoning Board of Appeals Office and to the Building Division before any demolition or building
permit is issued. The relief authorized must be executed within one year of the grant of this permit.
The vote was as follows: '
AYE: Randolph Childs,James R. Hatfield,Jeremy Gilmore, Daniel M. Creedon, Gail Nightingale
NAY: None
Ordered:
Variance 2005-111 is granted with conditions. This decision must be recorded at the Registry of Deeds for
it to be in effect. The relief authorized by this decision.must be exercised in one year. Appeals of this
decision,if any, shall be made pursuant to MGL Chapter 40A,Section 17, within twenty(20)days after the
date
��of the filing of thus decision, a copy of which must be,file�the office of the Town Clerk.
4" #/1-3 A
G 1 C.Nightingale, Chairmk,� Date Signed
I, inda Hutchenrider, Clerk of the Town of Barnstable,Barnstable County,Massachusetts,here-by certify .
that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal.
of the decision has been filed in the office,of the Town Clerk.
;L d .
Signed and sealed this day t 0 0 61X,
un •er t/h pains an penalties of perjury.
Linda Hutchenrider, Town Clerk
3
,
ProOf of Publ ci t on
TOWN OF BARNSTABLE .ZONING BOARD OF APPEALS
NOTICE OF PUBLIC HEARING UNDER THE ZONING
ORDINANCE
NOVEMBER 30, 2005
To all persons interested in, or affected by the Zoning Board of Appeals under Section
11,of Chapter 40A of the General Laws of the Commonwealth of Massachusetts,and all
amendments thereto you are hereby notified that:
7:00 P.M.Trinity Place Nominee Trust
Appeal ,1
Shirley A.O'Brien,Trustee of the Trinity Place Nominee Trust,has
a pl ed2005-11 for a Variance to
Section 240-13 E Bulk Regulations—Front,Rear&Side Yard Setback Requirements.The
applicant is seeking to build an attached 26'x 26'garage with a 14'x 16'breezeway and
14'x 14'deck to the existing single-family dwelling and requests relief from the required
setbacks:
The subject property is located as shown on Assessor's Map 248 as Parcel 010 and a
portion of Parcel 011.addressed 35 Trinity Place;Centerville,MA 02632 in a Residence
C-1 Zoning District.
7:15 P.M.Giatrelis Appeals 2004.126 Anew
Stephen J Giatrelis and John D.Giatrelis have petitioned the Zoning Board of Appeals for
a Variance to Section 3.1.1(5)Bulk Regulations,Minimum Lot Area,Minimum Lot Width,
Minimum Side Yard Setback,and Minimum Front Yard Setback to permit the reconstruction
of an existing single-family dwelling on a pre-existing non-conforming lot.The property is
shown on Assessor's-Map 266 as Parcel 003, addressed 91 Ocean Drive, West
nisport,MA in a Residence D-1 Zoning District. Hyan-
7.15 P.M.Giatrelis Appeals 2004-127 Anew
Stephen J Giatrelis and John D.Giatrelis have applied to the Zoning Board of Appeals for
a Special Permit pursuant to Section 4-4.3(2)Nonconforming Buildings or Structures Used
as a.Single and Two-Family Residences to allow for substantial remodeling/redevelopment
of a single-family dwelling on a non-conforming lot.The remodeling/redevelopment will not
conform to the requirements of the district in terms of side and rear setbacks.The property
is shown on Assessor's Map 266 as Parcel 003 addressed 91 Ocean nisport,MA in a Residence D-1 Zoning District., Drive,West Hyan-
7:15 P.M.Giateelis Appeal 2004-128 Anew
Stephen J Giatrelis and John D.Giatrelis have applied to the Zoning Board of Appeals,for .
Special Permit.Findings under MGL Chapter 40A,Section 6 to permit the reconstruction
of an existing 5-bedroom non,conforming single-family dwelling on anon-conforming lot.
The property is shown on Assessor's Map 266 as Parcel 003,addressed 91 Ocean Drive,
West Hyannisport,MA in Residence D-1 Zoning District.
7:30 P.M.Stewart Appeal 2005-112
Sheldon F.Stewart has.applied for a Variance to Section 240-211 (E)Bulk Regulations;
Front Yard Setback.The applicant seeks a variance to construct a single-family residence
17.5 feet from Shoo tflying Hill Road where a thirty-foot setback is required.The subject
property is located as shown on Assessor's Map 193 as Parcel 076,addressed 19 Johnson
Lane,Centerville,MA in a Residence D-1 Zoning District.
7:45 P.M.Brooks Appeal 2005-115
Terrance M.and Janet L.Brooks have applied for a Special Permit pursuant to Section
2.40-91 H(2)Nonconforming Lot:The applicant seeks to demolish and rebuild a new single
familydwelling on a pre-existing,rionconforrning lot.The subject property is located as shown
on Assessor's Map 319 as Parcel 044 and addressed 15 Harbor View Road,Barnstable,
MA in a Residence B Zoning District.
These Public Hearings will be held at the Barnstable Town Hall,367 Main Street,Hyannis'
MA,Hearing Room, 2nd Floor,Wednesday, November 30,2005.Plans and applications
may be reviewed at the.Planning Division,Zoning Board of Appeals Office,Town Offices,
I 200 Main Street,Hyannis,MA. ,
Gall Nightingale,Chairman
Zoning Board of Appeals
The Barnstable Patriot
November 11 and November 18,2005
Zoning Board of Appeals (ZBA) Abutter List for Map 248 Parcels 010 and 011
Abutters=Parties of Interest-those directly opposite subject lot on any public/private street/way and abutters to abutters. Notification of all properties within 300'
ring of the subject lot.
r '
This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this list,is responsible
for ensuring the correct notification of abutters. Owner and address data taken from the Town of Barnstable Assessor's database on 114912005
Mappar. Ownerl Owner2 Address 1 Address 2 City State Zip Country
228040 THOMAS,HOWARD A&NANCY J %THOMAS,HOWARD A&NANCY J 248 PINE ST CENTERVILLE TRS MA 02632 JUSA
228041 WILLIAMS,DOUGLAS L&NANCY. 222 PINE ST CENTERVILLE MA. �02632.
H
228042. CROSS,ROBERT F&LOIS A 76 CENTERVILLE IMA �02632 USA
HEADWATERS
RD. :
228043001 OBRIEN,MARY K 44 CENTERVILLE MA 02632 USA
HEADWATERS .
RD
228043002 OBRIEN,ROBERT C. P O BOX 610 CENTERVILLE' MA 02632 USA
228043/03 OBRIEN,MARY K. 44 CENTERVILLE �MA 102(32 USA
HEADWATERS
RD
228045 BRAZEL,"ANNE S 283 PINE ST T �02632J USA
228046002 JCOGGFSHALL,ROBERT&LU ANN 39 CENTERVILLE IMA 102(32 USA
E HEADWATERS -
RD
228148 PORKKA,O PAULINE . PO BOX 29 HYANNIS IMA IM01 USA
rl149 FRANK,SCOTT M&MARILDA D 271 PINE ST CENTERVILLE MA �02632
228179 CROSS,ROBERT III& " ' C/O CROSS,ELIZABETH L 47 CENTERVILLE MA 02632
�DRINKWATER,J HEADWATERS
RD
228180 PETERS,GEORGE A&ANNA J 27 BIGNEY AVE BROCKTON �MA 102301 USA
228181 HART,MARGARET J 77 CENTERVILLE IMA 102632
HEADWATERS
RD
229052" BARNSTABLE,TOWN OF(CON) CONSERVATION COMMISSION 367 MAIN HYANNIS MA 112601 ]USA
STREET
Thursday,November 10,2005 Page 1 of 3
Mappar. Ownerl Owner2 Address 1 . Address 2 City State Zip Country '
229102 WILLIAMS,DOUGLAS L&NANCY �222PINEH ST CENTERVILLE MA 02632
229124 WILLIAMS,NANCY H TR %WILLIAMS,DOUGLAS L TR 222 PINE ST CENTERVILLE' MA 02632
248003001 GOMES,GARY A&LANE B.. 223 PINE ST CENTERVILLE MA 02632 USA
248003002 SHIPMAN,MICHAEL J&ELOGY M 213 HINCKLEY HYANNIS MA 02601
RD
2490030.03 EWING,THOMAS R L SR®INA 241 PINE CENTERVILLE MA 02632 USA
STREET
248005 CAREY,DAVID R&MARGOT O TRS 229 NOBSCOT SUDBURY MA 01776 USA
RD ;
248006 OBRIEN,SHIRLEY A TR TINITY PLACE NOMINEE TRUST 35 TRINITY PL CENTERVILLE 7 MA 02632
248008 OBRIEN,JOSEPH M JR& OBRIEN,ELIZABETH J 165 TRINTY CENTERVILLE MA 02632 USA
PLACE
248009 CAREY,DAVID R TR CAREY REALTY TRUST 229 NOBSCOT SUDBURY MA �01776 USA
RD
248010 OBRIEN,SHIRLEY A TR TRINITY PLACE NOMINEE TRUST . 35 TRINITY PL CENTERVILLE MA 02632
248011v OBRIEN'S CENT INS CO P O BOX 610 CENTERVILLE 141A 02632 USA
248012 OBRIEN,STEPHEN B&BARBARA 263 PINE ST CENTERVILLE MA 02632 USA
248013 CHILDS,ELAINE J 214 PINE ST, CENTERVILLE MA 02632 USA
248014 RIXON,JEFFREY H& RIXON,M J TAYLOR 8 CHILDS CENTERVILLE MA 02632 USA
STREET
248015 SCOVIL,JAMES S&DIANE R . 20 CHILDS ST CENTERVILLE MA 02632 USA
48016 . FLANSBURG,CHARLES M& FLANSBURG,BEVERLY D 53 MONROE RD E DOUGLAS MA 01516 USA'
248241 MAREGNI,KAREN P 0 BOX 434 CENTERVILLE MA 02632 USA
248279 OBRIEN,MARK T 35 TRINITY PL CENTERVILLE. MA 02632 USA
248280 �FLAHERTY,TIMOTHY J 8c 54 TRINITY PL CENTERVILLE MA 02632
KATHLEEN A
248281.. OBRIEN,KEVIN R&KELLY A 64 TRINITY CENTERVILLE MA 02632 USA ..
PLACE
Thursday,November 10,2005 ------ Page 2 of 3
1Viappar Ownerl Owner2 Address 1 Address 2 City State Zip Country 1
248286 VIEIRA,MARIO D&MARIANGELAT '
24 ALBERTI CENTERVILLE MA 02632
WAY
248287 NICHOLS„JOSEPHWE M 20 ALBERTI CENTERVILLE MA 02632
248288 COMMITO,ALBERT J&ANNE L 26 GLENDALE MELROSE IMIA �02176 USA
AVE
248289 DENT;JOHN W& FRENCH,SARA B ALBERTI CENTERVILLE MA 102632 USA
028AY
248290 �DELANEY,KERRY P.&MAUREEN 26 ALBERTI CENTERVILLE MA 02632 USA
WAY
249001 HRINGER,SUSI C/O FLEET PRIVATE CLIENTS GROUP 86 WILLOW ST YARMOUTHPORT MA 02675 USA
249010 COX,MICHAEL&CHERISE IP 0 BOX 130030 1HANOVERST BOSTON MA 02113 USA
STATION
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