HomeMy WebLinkAbout0050 OAK STREET (CENT./W.BARN) o O
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TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map 3p&rcgl do Permit#:A`�^ �
Health Division CMa
Conservation Division 1�1��U 1ryf - Yfa`'' slows ��k'�N"'T ' °f ,J;,,!s, Application Fee
Tax Collector i A Permit Fee
Treasurer 4
!SE.PC-'SYSTE E
Planning Dept. 11%15i LU[)IN COMP - "C
Date Definitive Plan ApWoveby Plann' g Board OU4— ^^' WITH TITLE 6 9
ENVIRONMENTAL C AI��<
Historic ' r ' j Y
I2 ation/H annis TOWN REGUL TI
Project Street Address o �� 3
Village 6ik_A�ryi��,o
Owner P i /if Address zyask
Telephone 2 i��
Permit Request /, i i �."
- 3 r ors 147
cv
Square feet: 1st floor: existing proposed ' .2nd floor: existing proposed 1h1/6 Total new
Zoning District Z2S Flood Plain vod1 z Groundwater Overlay
Project Valuation Z<:;,�20 az)o Construction Type
Lot Size G1 900 Sl-- Grandfathered: B'Yes ❑No If yes, attach supporting documentation.
Dwelling Type: Single Family U," Two Family ❑ Multi-Family(#units)
Age of Existing Structure /O Historic House: U.Yes O'I�lo On Old King's Highway: ❑Yes @-No
Basement Type: Er Full ❑Crawl ❑Walkout ❑Other
Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft)
Number of Baths: Full: existing new o? Half:existing new
Number of Bedrooms: existing new
Total Room Count(not including baths): existing new First Floor Room Count y
Heat Type and Fuel: 41rGas ❑Oil ❑ Electric ❑Other
Central Air: Ua/Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No
Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size
Attached garage:❑existing U new sized Shed:❑existing ❑new size Other:
Zoning Board of Appeals Authorization ❑ Appeal# JO&_f 76 Recorded
Commercial ❑Yes &i4o If yes, site plan review# l
Current Use Proposed Use
BUILDER INFORMATION
Name e r Telephone Number �/77
Address &rho✓W.D S 622= nr License#
ryIa-S k Prcaf_o 6 !�d �'( / Home Improvement Contractor# 137117
Worker's Compensation# 77� fY .1—H? =1
ALL CONSTRUCTION 9EBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO 7Xjlyhufr
Of312 / i o5�
SIGNATURE DATE ''-'
FOR OFFICIAL USE ONLY $
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A
PERMIT NO.
-r
DATE ISSUED
►f tea
MAP/•.PARCEL NO.
ADDRESS' VILLAGE i
OWNER
DATE OF INSPECTION:
FOUNDATION —�Z—(/�t ��� 2
FRAME — — u�� ;{'�' F— r
Y
INSULATION l /— 1 Z— (1 S
FIREPLACE a
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL '
GAS: ROUGH . ti FINAL ,
FINAL BUILDING
DATE CL;O l;ED OUT ? '
ASSOCIA. ON PLAN,N01 r
TOWN OF BARNSTABLE
CERTIFICATE OF OCCUPANCY
PARCEL ID 173 029 GEOBASE ID 10346
ADDRESS 50 OAK STREET PHONE
CENTERVILLE -ZIP -
LOT BLOCK v _. LOT SIZE
DBA DEVELOPMENT DISTRICT CO
PERMIT 83277 DESCRIPTION SIN FAM FOUR BDRM/#745114
I` PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY
CONTRACTORS: Department of
ARCHITECTS: Regulatory.Services
TOTAL FEES: $25.00
BOND $.00 �tNE
CONSTRUCTION COSTS $.00
756 CERTIFICATE OF OCCUPANCY 1 PRIVATE
» BARNSTABLE, +
I MAss.
039.
s I� IS�N
BY
DATE ISSUED 04/07/2005. EXPIRATION DATE /
L ' - — —�
TOWN OF BAR STABLE
.ti:. BUILDING PERMIT C, v 83 72- `7 `1
M PARCEL t9 173 029 GEOBASE ID 10348
RDDRESS 50 OAK STREET PHONE c
CENTERVILLE SIP -
--
.. ::WT BLOCK LOT SIZE ,
"l7BA DEVELOPMENT , DISTRICT CO
PERMIT 74514 DESCRIPTION SIN FAM/4 BBDRM;ZBA #2003-76
PERMIT TYPE BUILD '.TITLE NEW RESIDENTIAL BLDG PMT
CONTRACTORS: QUIGLEY, JAMES Department of
ARCHITECTS:
Regulatory Services
TOTAL FEES: $892.09
BOND $.00 �TME 1
CONSTRUCTION COSTS $244,224.00 4n
101 SINGLE FAM HOME DETACHED 1 PRIVATE €'*0x��
* BARNSTABLE,
MASS,
1 39. 1
BUIL-DINNG�DIVISION
DATE 1SSUED 02/'04/2004 EXPIRATION DATE
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THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN-
CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR
ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS
PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS.
MINIMUM OF FOUR CALL INSPECTIONS REQUIRED
FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE
1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR
2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH-
(READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS.
3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE.
4.FINAL INSPECTION BEFORE OCCUPANCY.
® ® o ® ® m
BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS
2 2 2
IZ>T��N ors -�v
11gle 0/
3 1 EA iNG INSP N APPROVALS ENGINEERING DEPARTMENT
2 HEAI nrd \�
VAT 0
OTHER: SIT PLAN REVIEW APPROVAL
Rok kLS'FO_
WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS
THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY
VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA-
TION. NOTED ABOVE. TION.
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_ The Commonwealth of Massachusetts
. _ T Department of Industrial Accidents
- Office eflnyestigadans .
' 600 Washington Street
Boston,Mass. 02111
Workers' Co:! ensation Insurance Affidavit
name:
location:
city a5 c7�x phone# 622
❑ •I am a homeowner performing all work myself
❑ lam a sole r rietor and have no one worldn in ca achy
' workers' com ensation for my employees worlung•on this job. •' � '
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Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to s1,5oo.0o and/or
one years,imprisonment as well as civil penalties in the form of a STOP WORK ORDtR and a fine of 5100.00 a day against me. I mndersfsmd that a'
copy of this statement maybe forwarded to the Office of Investigations of the DIA for coverage verification.
I do hereby-certi hepains and-penalties-of-perjury thaf-the-informartion-pr-auiderLabnve islcue and coirer�
Date
Signature11.r .. •�•• '. ' � "� .'`t 77 ��' !6
Print / 'Phone#_�
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official we only do not write in this area to be completed by city or town official
pernit%license# CIBuilding Department
city or town: ❑Licensing Board
❑Selectmen's Office
❑checkif immediate response is required ❑HealthDeparttnent
❑Other
contact person:
phone#;
t..N,.tf 9/95 P7PJ .. ..•. .. ,
.Information and Instructions
Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their
:Of
ees. As quoted from the"la ", an employee is.defined as every person in the service of another under any contract
of hir ress or implied, oral or en.
An emp yer is defined as an individual, artnership, association; corporation or°other legal entity, or any two.
or more of
the foregc�{�g,engaged in a point enterpriseL
and including the legal representatives of a deceased employer, of the receiver or
ee of a!individual,partnership, assoon or other legal entity, employing employers. However the owner.of atrust e d e house of. • r the occu ant of thore than thrertments and who:resides therein, o pdwelling house having not m another who a loys persons to do maintce, construction or repair work on such dwelling house r on the grounds or
building appurt ant thereto'shall not becalse of such employment be deemed to bean employer. 1
MGL chapter 152 s ction 25 also states th a�l every state or. local licensing agency' shall with �ld>the°issuance or renewal
of a license or.pe to operate a busines or to construct buildings in the commonwe for any�applicant who has
not produced accept le,evidence of compHance with the insurance coverage requir Additionally;neither the
commonwealth-nor an of its political",. ' 'ons shall enter into any contract forAhe erformance of public work until
acceptable evidence of 'mpliance:with the ance requirements of this.chapter ,ve been presented to the contracting
authority. ,, ,.. a •. _
t
Applicants
Please fill in the workers' comp ti oava itu
fff ` ° c pletely,by the the box that applies to your sation and:
supplying company names, addres d phon numb rs along with c cate of insurance as all affidavits may be
submitted to the Department of ldustn cads for confirm of insurance coverage. Also be sure to sign and
date the affidavit. The affida should b e the o� wn that the application for the pen�iit or license is
being requested,not the Dep ' en<t of ci hvuld you have any questions regarding the`haw"of if you
• ` ' cpmp .atiog po ,ple a1I tt e~D,e iaitirierit ifihe number•listed below.:
are required,to obtain a wo ,
City or.Towns
l pro-A4ed a ace at the bottom o tie
Please be sure that the vit is c lute and p�ted legibl The DeparEm p � space , ._
affidavit for you to fillhe in the even the Office of In6stigati has to contact yo egarding the applicant. Pl seA
bei whiclwilLb used as a efeieace nuni�er. davits ri�ay 1i'e'rtE! .
be sure tv fill is the•per dulicense riu :: ..
the Departme" by mail d'r`FAX unless otheekkang, Have be= made.
'g would like to tl ou in advance for you c operation and should yo have anyguestions, .
The Office of investigations w Y , �.. , .
please do not hesitate to give pus a'call.
//
The Department's address,telephone and fax number:
+ The'Commonwealth Of Massachusetts
Department of Industrial Accidents
Otflce of iniestigatlons
600 Washington Street
jBoston,Ma. 02111
fax ff: (617) 727.7749
phone#: (617) 727-4900 ext. 406, 409 or 375
RESIDENTIAL BUILDING PERMIT FEES
APPLICATION FEE
New Buildings,Additions $50.00 �S
Alterations/Renovations $25.00
Building Permit Amendment $2.5.00
FEE VALUE WORKSHEET
NEW LIVING SPACE p Q Q
3 2 square feet x$96/sq.foot= 2 2 - 2 x.0031=
plus from below(if applicable)
ALTERATIONS/RENOVATIONS OF EXISTING SPACE .
square feet x$64/sq.foot= x.0031=
plus from below(if applicable)
GARAGES(attached&detached)
�square feet x$32/sq.ft.= 1 (J 2 x.0031= \� .
ACCESSORY STRUCTURE>120 sq.ft. G 2
>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.0031=
STAND ALONE PERMITS
Open Porch �_x$30.00= 3 V
(number)
„ Deck - x$30.00
(number)
.. 6V
Fireplace/Chimney �_x$25.00= 5
Y (number)
Inground Swimming Pool $60.00
Above Ground Swimming Pool $25.00
Relocation/Moving $150.00
(plus above if applicable)
Permit Fee
r
✓f� r��?y�z �a d���� 00-35,000 cf enclosed space
BOgRD OF BUILDING REGULATIONS (MGL CA 12 S.lioL)
{ 1A-Masonry only
Vk eti License: CONSTRUCTION SUPERVISOR 1G-1 8 2 Family Homes
' Failure to possess a'cuirent edition of the
Number`--CC 043084
4 Massachusetts State Building Code
{ Bjrthdate: 09/09/1963 is cause for revocation of this license.
Expires:d9/09/2664 Ti.no: 1844
d
Re4tr1cted::0()
JAMES J QUIGLEY
384 MONOMOSCOY,.;,RD'. (��� �
MASHPEE, MA 02649 DIG SAFE CALL CENTER: (888)344-7233
Administrator
MAScheck COMPLIADICE _— -----
Massachusetts' Ene,c;_% Code ( rmit ,
MAScheck Software -Version 2.01
}; Ch=cked by/Date
----------�
CITY: Barnstable
STATE: Massachi:S=----s
HDD: 6137
CONSTRUCTTO i T.,1_�. _ _ Fami _ Detarl-i
HEATING SYSTEM TYPE: ,_ther (Non-Electric ResisEance)
DATE: 1-9-1980
DATE OF PLANS: 7\16 02
TITLE: JIM QUIGLE'r
PROJECT INFORMATION:
50 OAK ST
CENTERVILLE
COMPANY INFORMi `-TIO-Ni
MAP INS. CO.
COMPLT 1\JCE: =AU_=_
Required UA = :97
Your Home = 350
-rsa :br ,., Ca.._t
Perimeter R-Value R-Value U-Value U==_
CEILINGS 1020 30.0 0.0 36
WALLS: (mood Frame, 16 O.C. 2250 13 .0 0.0 185
GLAZING: Windows or Doors 228 0.320 73
DOORS -1 0.350 7
FLOORS: Over Unccndit oned, Space 1020 19.') 0.0 '8
HVAC EQUIPMEN'T': lurnazce, 80.0 --=UE
-------------------------------------------------------------------------------
COMPLTI-\IC_ �. :-TE'v'I=1`lT 'T'he propused ;i.iildl!?C( dl-sicfn described
consistent ith c__= rr ilding plans, speci__Ca�ioDn and ocher ,alculations
submitted With the 1----ml-c The nroLGSed building has' been
designed to meet the requirements of the massachuseccS Energy Code.
The heating load -Gr this building, and the cOolincf load iL appropriate,
has been determined Using the applicable Standard Jesian Conditions round
in the Code. The ":VAC c_uipment =elected to neat Cool the l.'uilding
sha11 be no greater than _2,5% or the design load a =spec_-_ed in
Sections 780CMR. 1310 and J4.^-.
Builder/Designer---------- __________ Date- ----____--
V� 1
MAScheck •II\TSPtC'r�IOPd C'HECR:LIST
Massachusetts Energy Code - -
MAScheck Soft-ware -version 2 .01
JIM QUIGLEY
DATE: 1-9-1980
Bldg. l
Dept.
Use
CETi.Ti\1CS:
[ l 1. -_-30
�.GT!�ac!t_ -_Cat tGn
------- ----------------------------
fn7A L S
[ ] I 1. :^lood Frame, 16 "C --1-
Comment-_/.i-0caC_o:!
---------------- ---------------------
WINDOWS =yiD GL _SS DOORS:
[ ] 1. U-value: 0.32
For ;,aindo,,vs without labeled U-values, describe features:
s Panes-_--- Frame Tvo ---- Thermal Break? [ Yes [ ] No
CO_l?mcnCsi .c,caLicn-_- ---------_-------------
DOORS:
[ ] 1. U-value: 0.
Comment LOCatinn
FLOORS:
[ ] I 1. Over Unconditioned Space, R-19 -
Comments;Locatlon----_--_------ --------- -
HVAC EQUIPi,?ENT:
[ ] 1. Furnace, 80.0 -'FUE or higher
Make and Model -Number
AIR_
[ ] I Joints, penet-'ations, and all Other such ocenincs in the building.
enveinpe t_r_at are -sources- of air l=2kage must ba sealed. When
installed -n i-,he building envelope, recessed lighting fixtures
shall of the 011o-,�;_ng re-qui'ements:
1. T"pipe IC sated, m.dnUfc.0 turd with no ene CYatlOiiS bct+:icen the
- inside-of the recessed '-lYtLiYe and Ce_1 2?Cf cavi-v and sea led or
gasketed Fo prev-=nt air leakage- -ntc, the ur,Condlti,_,ned Space.
2. Type IC rated, in a_cordancc -..ir_r Standard -STIv[ E _t with no
more than 2.0 cfm 10.944 L/s) air movement from th'e�the
conditioned Space to the ceiling `a.-it". The lighting f_;?ture
shall h_v-- been tested at 75 or 1.57 lbs/`--t2 pressure
difierenCe and shall be labeled.
VAPOR: R.ET___RDE.F.:
[ ] I Recfu_red on the side of al" nrn-ti=ritcCt _ram=rl
ilalls, and f i ours. _
MATERT7 F,S _D=iN;TIFIC TION:
[ ] Materials and equipment must be identified se- that compliance can
be determined. Manufacturer manuals for rall -installed heating
and cooling ="uipment and service :vc.tcr he-ating equipment must be
Provided. Insulation P.-values, glazing and '-eating
equipment efficiencv must be clearl-;% :narked on the building plans
or Specificat.i Ons.
I
I ,
DUCT TNSUT__^_T.-,nI:
( ] DUCLs shall ;mac ___sulaL-ea per Table J7L 4. _.
I ,
{ DUCT CONSTRUCTION:
[ ] I AI! accessible joints, s_ams, and connections of supply and return
duct,raork lccat d Outsid-e conditioned space, including stud bads or
J01sc cavltics/spaces used to transport air, shall be sealect
using mastic -:net fibrous backing tape -installed according to the
manufacturer's installation instructions. Hesh cape may be
omitted: rJ_ier= gaps are less than I/S. inch. Ducc tape is not
permi 'T'tted. h e H-\1- v.0 s' e_sLm i dl r!Ust provi - a m e a n s for 1a,banCing
air and water systems.
TEMPEF_='!'U=`- COIiT'_G'S
( ] I T'h. rmOst are _ cIU_Ye': =O_ __Cr =epar __-gem. = mdnUal
or au Lomat__ _..cans co _p
M==L_aI 1-v res Lr i c t or _...!t oL= L' i---nCf.
and/or cooling input to each zone or floor s1,alI be p_rov-'ded.
I
HV=C EQUIPMENIT SIZING:
( l I Rated output capacity of the heating%cooling -Lem
not areater than 125% of the design load specifiedc
in Sections 780CMF. 1310 and 114.4.
I
[ SWIMMING POOLS
All heated swimming pools must have an on;off ['seater switch and
reaU_re- a co-.rer Unless 20% Of the hear ina -__erdv _ from
non-der sources. =vol pumps Y=QUirc a time Clock.
I
( HV C PTPII�LG 1h1SUL TION:
HV-,C plping c onve v i ng f:Iu ds above 1_'0 F or c`!i1 l ed =luJ ds
below 55 7",--mat be lnsulacc-d tO the LolloGilna lc't -
I .
=- - C.TZES tin!. 1
HE_ T1-N0 S'-S'T'EMS: TEMP (F) 2" RUNGUTS 0-1' 1.25-2 2.5-4"
Low pressureltemp. 201-250 1.0 1.5 1.5 2.0
Low temperature 120-200 0.5 1.0 1.0 1.5
St.am condensate an'_;' 1.0 1.0 1.5 2 .0
COOLING S'v_'S'TEMS;
Chilled ,,rater or 4_0-55 0.5. C. 0.75 1.0
refrigerant blow ^-_0 '_.0 1.0 1.5 1.
( ] I CIF..CUi_-TIINIG HOT' 1-TER. SYSTEMS
Insulac.- __rculatincf hot Tiater plpes to tn= __�l i owing level c (i n )
PTPE. ST7-S (in. )
1�JON-C TF:CUL,T I-?`•IG CIRCUL-'T'TDIG M-,Ii\1S & RUNOUTS
HEaT•ED Wn TEF. "T'EI'rIP (F) RUNOUTS 0-1' I 0-1.2�" 1.5-2 .0" 2.0+
170-180 0.5 1 1.0 1.5 2 .0
140-160 0.5 1.0 1.5
100-130 0.5 l 0.5 0.5 1.0
----NOTES TO FIELD ;Euildina Department Use O l,,')-------------------------
The Town of Barnstable
WP p�
:^BARYSTABLE.
MSS. a, Department of Health Safety and Environmental Services
1039•'�4e
rEo►�� Building Division
367 Main Street,Hyannis,MA 02601
ze: 508-862-4038
508-790-6230
PLAID REV W
Owner: Map/Parcel: r o 2
Project Address: Q U Builder:
� I
The following items were noted on reviewing:
C-) Y i
]Do-0VI Je /l7 S. ��� v�a l�l (Jd�rc� Qv� cl (4 o
�r d v� 2 YY1 c
c2,
Reviewed by:
-A
Date:
r
BC CALCO 2003 DESIGN REPORT-US Tuesday,February 10,2004 07:55
Double 1 3/4" x 14" VERSA-LAM@ 3100 SP File Name: Jim Quigley,oak St.:F601
Job Name: Oak St. Description:
Address: Oak St. Specifier: Botello Lumber Co.Inc.
City,State,Zip:Marstons Mills,Ma. Designer: Devlin
Customer: Jim Quigley Company:
Code reports: ICBO 5512,NER 629 Misc:
2
1
Standard Load-40 psf 110 psf Tributary 1
roi
x
BO B1
5493 Ibs LL 5493 Ibs LL
2040 Ibs DL 2040 Ibs DL
Total Horizontal Length-13-00-00
General Data Load Summary
Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur.
S Standard Load Unf.Area Left 00-00-00 13-00-00 Live 40 psf 13-00-00 100%
Member Type: Floor Beam - Dead 10 psf 13-00-00 1
Number of Spans: 1 1 wall load. Unf.Lin. Left 00-00-00 13-00-00 Live 0 plf n/a 1000
Left Cantilever: No Dead 40 plf n/a 90%
Right Cantilever: No 2 ceiling load. Unf.Lin. Left 00-00-00 13-00-00 Live 325 plf n/a 100%
Dead 130 plf " n/a 900/0.
Slope: 0/12
Tributary: 13-00-00 Controls Summary
Control Type . Value %Allowable Duration Load Case Span Location
Moment 24479 ft-lbs 84.3% 100% 2 1-Internal
Neg.Moment 0 ft-Ibs n/a 100%
Live Load: 40 psf End Shear 6180 Ibs 65.2% 100% 2 1-Left
Dead Load: 10 psf Total Load Defl. L/335(0.465") 71.6% 2 1
Partition Load: 0 psf Live Load Defl. U460(0.339-) 78.3% 2 1
Duration: 100 Max Defl. 0.465" 46.5% - 2 1
Disclosure Notes
The completeness and accuracy of Design meets Code minimum(L240)Total load deflection criteria.
the input must be verified by anyone Design meets Code minimum(L/360)Live load deflection criteria.
who would rely on the output as Design meets arbitrary(1")Mabmum load deflection criteria.
evidence of suitability for a Minimum bearing length for BO is 2-1/2".
particular application. The output Minimum bearing length for 81 is 2-12".
above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+12 min.end bearing+12 intermediate bearing
code-accepted design properties
and analysis methods. Installation Connection Diagram
of BOISE engineered wood Member has no side loads.
products must be in accordance
with the current Installation Guide Connectors are:16d Sinker Nails
and the applicable building codes.
To obtain an Installation Guide or if a=2"
you have any questions,please call b=3" d
(800)232-0788 before beginning c=5"
product installation. d=12" a
BC CALCS,BC FRAMER®,BCI®, T—
C
BC RIM BOARD- BC OSB RIM
BOARD*",BOISE GLULAMTM', • • •
VERSA LAM®,VERSA-RIM®,
VERSA-RIM PLUS@,
VERSA-STRAND- • • .
VERSA-STUDS,ALLJOISTS and 8
AJSTm are trademarks of 4 b
Boise Cascade Corporation.
Job: J., Quigley Steel Code: AISC 9th Ed.
SPAN INFORMATION: Steel Carrying Beam-Garage
Beam Size (User Selected) = WQ Fy = 36. 0 ksi
Total Beam Length (ft) = 24 .00
. Top Flange Not Braced By Decking
LOADS: Self Weight = 0 . 050 k/ft
Line Loads (k/ft) :
Distl Dist2 DLl DL2 Pre DL1 Pre DL2 LL1• LL2
0. 00 24 .00 0.240 0 .240 . 0. 000 0. 000 0.360 0. 360
SHEAR: Max V (kips) = 7 . 80 fv (ksi.) = 1 . 73 Fv 14 . 40
MOMENTS:
Span Cond Moment @ Lb Cb Tension Flange Comp Flange
kip-ft ft , ft fb Fb fb Fb
Center Max + 46. 8 12 . 0 24 . 0 1 .00 8 . 68 21 . 60 8 . 68 .17 . 68
Controlling 46 .8 12 . 0 24 . 0 1 . 00 --- - 8 . 68 17 . 68
REACTIONS (kips) : Left Right
DL reaction 3 . 48 3. 48
Max + LL reaction 4 . 32 4 .32=
Max + total reaction 7 . 80 7 . 80
DEFLECTIONS:
Dead load (in) at 12 :00 ft = -0. i89 L/D = 1520
Live load (in) at 12 . 00 ft = -0.235 L/D = 12.24
Total load (in) at 12 . 00 ft = 0. 425 L/D = 678
30 P5F =.
2opsF
TRIB,= L2
5 PAN
(30)(12-9- 360 FI-F
(20)029 = 24o F'LF" .
I
CW i o x 3 9 ^N c? w I o x 4 5 60 TH FA I L- 81f,ND I NG 579E55)
rI0 WI0 BEAM 15 6OFFIG1EN'r,
SoLu-rinN A W12 x 50 ( Sxx - 64:71N3� CNOFIi�sq�®ta
dlz 3 Z RICHARO
V SE A W I¢ x 3$ (5xx = 54.�0 �rl ) �p STRU:;RU'R-
d O
A r ,yam
RICHARD J., BERTRAND, RE.
Consulting Engineer
Civil —Structural
84 ST. LAWRENCE ST 45000"w
1471'A.J iJLYL-li"i Y L • v .i.0 liuu L'i i:i'j A..C"il
Job.: J. Quigley = Steel Code: AISC 9th Ed.
Beam Size = W: ._a.0
Span information (f.t) :, Steel Carrying Beam-Garage r
Length = 24 .00, Left Support at 0 . 00, Right Support at 24 . 00
W1 W2
Load Dist DL , LL+ LL- Max Tot
W1 0. 00 0.290 0. 360 0. 000 0. 650
W2 24 . 00 0.290 0.360 0. 000 0. 650
. f
r
RAMSBEAM V2. 0 - Shear, Moment, and Deflection Diagrams
Job:. J. Quigley Steel Code: AISC 9th Ed.
Span information: Steel Carrying Beam=Garage
Total Beam Length (ft) = 24. 00
8
0
f
-8 - k
47
f ..
f +.
f
S
2 '
i
0
0.0 WN
-0.5 >-
Max DL Shear = 3.48 kips
Max Shear 7 . 80 kips
Max Pos Moment = 46. 80 kip-ft
@ = 12 .00 ft
DUNNING & KIRRANE, L.L.P.
COUNSELORS AT LAW
MICHAEL A.DUNNING* SHELLBACK PLACE EMAIL ADDRESS
KEVIN M.KIRRANE 133 ROUTE 28 dunkir@cape.com
ELIZABETH A.McNICHOLS BOX 560
BRIAN F.GARNER MASHPEE,MA 02649 WEB SITE
dunningkirrane.com
SEAN P.EARLY 508-477-6500
RICHARD J.REILLY,JR. FAX 508-477-5697 *Also admitted Illinois Bar
kkirrane( cape.com
!1 nnn
ivi 1
urcl-I 10, 200.
Mr. Thomas Perry,
Barnstable Building Inspector
367 Main Street
Hyannis, MA 02601
Re: 50 Oak Street
Centerville t -
Dear Mr. Perry:
Please be advised that I represent Mr. James Quigley, the owner of premises situated at
50 Oak Street, Centerville, Massachusetts.
Mr. Quigley desires to remove an existing conforming structure on the lot and replace it
with another conforming structure. It is Mr. Quigley's belief that he must apply for Zoning
Relief, from the toning Board of Appeals, to remove and replace the existing conforming
structure on this lot.
It ism understanding that the lot and structure are situated in the RF Zoning District.
Y g g
Since the lot contains 29,900 square feet, it would qualify as pre-existing non-conforming. I
have reviewed the various provisions of Section 4-4 of the Zoning By-Law and find no section,
which specifically addresses this type of situation. I believe a reasonable argument can be made
for the removal and reconstruction of this single family residential dwelling, as a matter of right,
since both the existing dwelling to be raised and the new dwelling (to be constructed) will
conform to t.current Zoning set back requirements. 2 ,
73
>CAi �.
I
Page 2
James Quigley
March 10, 2003
I have enclosed a copy of the proposed building site plan, which also shows the location
of the existing structure, which our client seeks to remove. It would be appreciated if you could
get back to me with your thoughts in this regard and if it is your conclusion that Special Permit
Relief is required we will take the appropriate steps to apply for said Relief.
Very t ly you
Kevin M. Kirrane
KMK/amb
Enclosure
Cc: James Quigley
w:\dk7\winword\town letters\bamstable\building inspector.doc
_ - 13 MIN.
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PVC OR CAS
GAS BAFFLE
1500 GALLON.
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PRECAST CONCRETE
BSMT.FLR. H-10 REINFORCED
ELEV. 70.5
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INSTALL ON COMPACTED LEVEL BA
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C 1� PARCEL 29\
11 xSE so.50.
o� 29,900 SF' : \
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MAS
MAWL
BAItiIdfAB[E,
1T 3 Alt 22 PH 3- 10
Town of Barnstable
Zoning Board of Appeals
Decision and Notice .
Appeal 2003-76—Quigley
Special Permit Findings-MGL Chapter 40A, Section 6
demolition and reconstruction of a single-family dwelling on an undersized non-conforming lot
Summary: Granted With Conditions
Petitioner: James Quigley
Property Address: 50 Oak Street,Centerville,MA
Assessor's Map/Parcel: Map 173,Parcel 029
Zoning: Residential F Zoning District
Relief.Requested&Background:
The subject property is a 0.69-acre lot located at 50 Oak Street in Centerville. The property is within the
Residence F Zoning District and the Resource Protection Overlay District that today requires all new lots to be a
minimum of two acres. According to the Assessor's record,the dwelling was built in 1900. It is a one-story,
two-bedroom single-family dwelling of 682 sq.ft. of living area.
w In Appeal 76 of 2003,the applicant is seeking to demolish the existing structure on the undersized lot and
a reconstruct a larger structure in compliance to the required setback of the district. The Zoning Ordinance is
silent on the issue of reconstruction of dwellings on non-conforming lots. The Courts have required the Board
w to determine whether the new dwelling is a"reconstruction" as that term is used in the"second except"clause
z of the first sentence of MGL C h.40A,Section 6. The Court has ruled that the reconstruction may be allowed if
the Board finds that:The proposed new dwelling does not intensify the alleged nonconformity and,if it does
intensify the nonconformity,the proposed new dwelling would not be substantially more detrimental to the
wneighborhood than the former dwelling.
x
Cn Procedural&Hearing Summary:
x This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of App�lls on April 24,
0 2003. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters
o in accordance with MGL Chapter 40A The.hearing was opened June 4,2003 and continued to July 9,2003,at
which time the Board found to grant the appeal with conditions. At the June 4th continuance only four of the
original five-member board were present and the applicant agreed to go forward with that four-member board.
w Board Members deciding.this appeal were,Gail Nightingale,Richard Boy,Jeremy Gilmore and Chairman Daniel
QM. Creedon III. Attorney Kevin M.Kitrane represented the applicant who was also present during the hearing.
Mr.Kirrane presented photos of neighborhood dwellings to show that the proposed new structure would be
W. similar in size and compatible with the neighborhood. He stated that the demolition and rebuilding of the new
a dwelling would be an improvement to the neighborhood. The existing structure is an old deteriorated building
CD of about 700 sq.ft. and the new would be a two-story single-family dwelling of 2,350 sq.ft.of living area. The
0' structure would only cover 6.26% of the 30,000 sq.ft.lot and would conform to today's setback requirements. A
new Title 5 on-site septic system would replace the old cesspool.
1
He stated that an application would be made to the Historic Comrission to assure the demolition abided with
the General Ordinances!of the Town,Article XLIX—Protection of Historic Properties,the"demolition delay
ordinance."
The Board asked about standing,noting that the applicant is James Quigley and the owner is identified as SMT
Realty Trust. Mr.Kirrane stated that Mr. Quigley is the builder. The Chairman noted that the applicant,the
person to whom the permit is to be issued,must be the owner of the property or a person with an interest in it the applicant must have standing. Mr.Kirrane stated that the trustee of the trust will convey the property to Mr.
Quigley and then the permit can be issued to Mr. Quigley.
Public comment was requested and no one spoke in favor or in opposition to the request.
The Board determined that the appeal will be continued to July 9,2003 to allow the applicant to properly
establish standing. At that continuance,Mr.Kirrane submitted a copy of Deed recorded at the Barnstable
Registry of Deeds on July07,2003 in Book 17214 Page 182 that conveyed the property to James Quigley from
the SMT Realty Trust,Richard S.Dubin Trustee. Upon receipt of that document the Board determined that the
applicant had standing.
Findings of Fact:
At the hearing of July09,2003,the Board unanimously made the following findings of fact:
1. Appeal 2003-76 is that of James Quigley seeking a Special Permit in accordance with Sections 4-4.3 Non-
Conforming Building Used as a Single or Two-Family Residence and findings under MGL Chapter 40A
Section 6 for the demolition and reconstruction of a single-familydwelling on an undersized lot. The
property is shown on Assessor's Map 173,Parcel 029 addressed 50 Oak Street,Centerville,MA in a
Residential F Zoning District.
2. The subject property is a 0.69-acre lot located at 50 Oak Street in Centerville just north east of the
intersection with Race Lane. The property is within the Residence F Zoning District and the Resource
Protection Overlay District that today requires all new lots to be a minimum of two acres in size. According
to the Assessor's record,the dwelling was originally built in 1900. It is a one-story,two-bedroom single-
familydwelling of 682 sq.ft. of living area.
3. In Appeal 76 of 2003 the applicant seeks to demolish the existing structure on the undersized lot and
reconstruct a larger structure in compliance to the required setback of the district. Demolition and
reconstruction requires a finding under MGL Chapter 40A section 6 to permit the demolition of the existing
structure and reconstruction of a new dwelling.
4. According to plans presented the new dwelling is to be a two-story,four-bedroom structure estimated to be
2,352 sq.ft. of living area. The entire gross area of the structure including the garage and covered porch is
estimated at 3,044 sq.ft. A 12 by 12 foot open-air deck is also being proposed. Total lot coverage by
structures is estimated at 6.26% of the lot area.
5. The Assessor's record indicates that the existing structure is over 75 years old. If so,it is subject to the
Historic Commission demolition delay ordinance (General Ordinance Article XLIX—Protection of Historic
Properties).
6. According to the application submitted,the applicant is a James Quigley.Mr. Quigley has provided the
Board with a deed to the property to establish that he has standing to be before the Board and is owner of
the property.
2
r
7. In accordance with MGL Chapter 40A,Section 6,the proposed new dwelling does not intensify the alleged
nonconformitynovis it substantially more detrimental to the neighborhood than the former dwelling.
Decision:
Based on the findings of fact,a motion was duly made and seconded to grant the appeal to permit the
demolition and reconstruction with expansion of a single familydwelling on an undersized non-conforming lot.
The reconstruction shall eliminate all structure nonconformities and the new building shall conform to the
required setbacks and is subject to the following conditions:
1. The dwelling shall be located and site improved as shown on a plan entitled"Proposed Sewage Disposal
System prepared for James Quigley House No. 50 Oak St.Centerville,Mass." dated August 16,2002 and
drawn by Cape&Islands Engineering.
2. The dwelling shall be built substantiallyin conformance to plans presented to the Board entitled"Quigley
Builders" as drawn byDevin Custom Designs,and two sheets. Sheet Al showing proposed elevations and
Sheet A3 showing proposed floor plans.
3. The principal structure shall be limited in that it shall not exceed that area represented in the above cited
plan that.is estimated of 2;352 sq.ft of living area. The total number of bedrooms shall not exceed four
The basement areas shall not be finished as livable area.
4. Demolition and reconstruction shall comply with all Health Divisions regulations without variance and shall
comply with all building codes.
5. This permit is subject to the Historic Commission demolition delay ordinance (General Ordinance Article
44-Protection of Historic Properties). No building permit shall be issued until that process is completed.
The vote was as follows:
AYE: Gail Nightingale,Richard L.Boy,Jeremy Gilmore and Daniel M.Creedon
NAY: None
Ordered:
Special Permit 2003-76 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,shaL 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 must be filed in the office of the Town Clerk.
e=��el M.Creedon III,Chairman Date gigned
I,Linda Hutchenrider,Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby_certifythat
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 off'Le of the Town Clerk
-�
Signed and sealed this `day o undef h 'Pains and,penalties of Perjury.
Linda Hutchenrider,Town Clerk
3 +
I
Proof of Publication
e
TOWN OF BARNSTABLE ZONING BOARD OF APPEALS
NOTICE OF PUBLIC HEARING UNDER THE ZONING ORDIidANCE
JUNE 4, 2003
To ai persons intc,es'.-ei'in,or aFc-ted by tie,-70a+nc u0at:'cf A,C.:iea15 UfIdE(ver;.+:.:fi
'Chapter .0A. ,the Genera, I < 0� the h q-
1 .C.`.-J r,v..wit and ni'
a'n_n 3mpiltE \h.ErcrC,,,C;,:are he'"eCy ?IeC t�,t�
7 10 P.M. Kilduff Appeal 2003-73
ja ie B.Kil-junfhas applied for a Family Apartn.e t Sper-ial pe,rnit in accordance lalh Section
,f!e tamiiy apartment s to be deve.pped Mthin the existing sing ra ni1v
d tiell ng. e propert- shown on.Assessor's fAaa G'22.Parcel DFis addressed 4
'Na' .Cotuit VI n Fees r es,ec uno^c
y a Residential F �n,ng✓•s,nct.
7 20 P.M. Nickerson
Appeal 2003 74
l ielboarne Y. Nickerson has a'pp)ie4 C a Fam y Apa irner4 JU c ai Perrrl.t in a C ,a,_.
th Section 3-1.1(3)'D), The famirr apartment ,s i ;E de.e,nf,es abo✓e.thE x,=;ir.c
datachgd garage 1p atEc.on the �opE t ,.,� rc er+o � I Parcel 142 addressed 13 This Way.G>tervii e.V.A in E.i.;e:t,a Z n,raq c?i<i.n
7:30 P.M. HesLnga Appeal 2003.75
Steven and Lynn Heslinga havE applied`o. �p ca•re> t jlr;i.:� rer fvi C'ar pA
Section E fen the iemofition and reco = ruction of a sirp.c fam"ti d e','ir g pr,an un•dErs,zed
lot. The property:s.shown on.Atsessorrs flap 299. as enc-e;.s_d 16112.'+ r;;ic
oad.Earnstahie.'4A in a Res:deln ia!F-2 Zant y Distnct
7:45 P.M. Quigley Appeal 2003.76
James Quiglev has applied for a Special Perm;=, in a,cc-rdarce with Sectio s 4-4.3 ^
CorIfor tuna Buidinq User+as a Single or Tw FamiF✓ResldrncE ..d fir:d. Jnce Chapter 4 Al Section E for the demci rti Gin and r = !fL L
ECpn„tr'1 ttpri G•( ,ingiE-tnr',,:;-;'�`rt. ,.:Or.
a..undersi Fj In' The pr pert is shown cn Assessor
r .; y s l✓au t r ,.Parcel-02ti a-aa-esised
SG fJa4 Street.Center✓ille.MA in a!;es:de tiai F dung District.
8 00 P.M. Bone Hill Farm LLC Appeal 2003 77
Bone Hit"Farm,LLC has appealed tot'
Zoning Board of L�.p,eajs the decision o;the BAdirig
Cr`mm:ss/nCpr tnat an existing structure w li require zoning relief,6 legalize udder 24 , iS
cunt--;ued non.,on 4 m:ng location or,a nev,&✓Created lot The structu e 's a residential
dwelling that does oot r.onf4:,�t0 the required front .�' t'uC ttJ'e nag been 1
on a 4.57-acre lot. in March of 2,0G3. an Approval':Not Fiequired plan.,end4rsea by the
Planning Board,dreaded the lot into three separate lots acid tfle dwelling is now on a new lot
that is 1.38-acres in size. The Buiidinv Commissioner has communicated"to the ecrllcatt
that zoning relief is necessary to legalize the structure on that new lot. The pr .c•e ly:is s;own
as Lot 1 or,a Plan presented for the division of the lot that is Assessor's Map 336 Parcei
050 and addressed 56 Bone Mill Road.Sarrista ie.tJ„-,in t. c
F-2 Zoning Districts.
8 00 P.M. Bone Hill Farm, LLC Appeal 2003 78
Boric Hill Farm LLC has applied fora Variance to Sections .. 11 3(5))and 3-slit{ 1&jj, 1 Fie,utat, ns Mi-,imum Front ward Setts 4 :G rnit
located. 18.4` an Ex=,,n str i:iu tc re i r s.
eet from the front lot iine where he Z r„ Otdinance rest e a set aCr G1
3r! EF' -lie pr;yper-1 is s o-ri as Loi 1 on a Pian o-eserteC fcir the of isi<; CF ifiE
-:,_. ,5 S._.p =l�Aap 3 C Pace!,0!5 'an a Jgre ss ed S6 J E H,, Flo e4.r,s:able. ?\fl,�- ^.theFie_,deraia r and Res-dential F-2 Zoning District
8 15 P.M. Abraham Petroleum Inc. Appeal 2003.79
A _,t:am Pe roleum Inc has applied for a Spec al Pe"'!In acco••aa=ceIt Se'-t.ion 3.3 12
fo a drive,n`acil:'ties and,if required, Special Penr.uts jnfer Sert+O;;4 4',2i A:t-ra;lc,rl or
Ypanslon in Pre-EY.1<tinf!NC ,_(�,pnlr:^ri.T Buidin'p�S, -.Ct Jrcl�Ot L.Seteas S-n7ie or i'.,_0
Family ies:dence and Sect J,a-2.1 G reduction o ra mar.,F•eyu,-emer,ts., ne
proposing tp redevet�p the site with a riew--as station, retail* t. e r
apa ment units. ,he propertyis show en Asses= _A,.i p 3 r ,- `4p a t ,.,p
a 9 as Parceis 226-i ar 226-
2 addressed 147 8 !49 North.Street. Hyann;5 t l .,^.a?-i 6,friess D,stnct.
8:15 P.M. Abraham Petroleum, Inc.y Appeal 2003-80
Abraham Petroleum, ir.c. has p e iG SE runt 3 2'!)r 1) A
applied or a --�ananc
—Section 3-2 r J). Conditao,s `or 1:4ut Fanvly E,';.h7 avanr e .=i T
E r-
proper ,n, [, ede•efop the site vv th a new O&S station. retail store_ Coffee sho,p and two
a,.,a:ment T:e property is shrJ on ssEsso:'s V, r
at 309 as 1-arE's.
a••>d essed ;c; 8 149�Nprtr:Street. , p
P «b . and 126.
Yar s tJ� 2 r: :' ss
/, �e Public u ea ing iv be f ell i 5a is a, -v a i ,.,> f- Street
rnG-i7 ni. Gro GIOrar VJE ,p ay, iu e 4 2."-1 Pp.rt -.
rE'. Ft.eu 8C t 19 plan , iJ(C S,i �' be
Sli&et. Hvartnis, f✓A-
�Janiei lets �r�P.r L;H.air:ia r;. �I
'iE,�.,2 rr•Staf;12 Pai:':o( ✓Jar•l r+I.
N,iay 36 a^G'PJ,a.,.•23, 200
Abutters Within 300 Feet. of Map 173 Parcel 029
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 Assessor's database November 2002.
Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country
173005 EPSTEIN,LESTER S P O BOX 555 MANSFIELD MA 10!48 USA
173006 IGOLDMAN,RICHARD M PO BOX 701 CENTERVILLE MA 02632 USA /
173007001. NOLAN,ROBERT L JUDITH L NOLAN 40 OAK ST W BARNSTABLE MA 02668 USA
1173007002 �NOLAN,ROBERT L JUDITH L NOLAN 40 OAK.' W BARNSTABLE MA 02668 USA
173007003 rOLAN,ROBERT L JUDITH L NOLAN 40 OAK ST W BARNSTABLE A 102!!::� USA
173008 BURLINGAME,RONALD R& BURLINGAME,CHRISTINE D 58 OAK STREET W BARNSTABLE MA 102668 JUSA
173009 HAZELTON,CHARLES H & HAZELTON,HELEN B P O BOX 204 CENTERVILLE IMA 102632 USA
173010 ROYCE,JAMES A&BETTINA U 72 OAK ST W BARNSTABLE A 102668 JUSA /.
173011 DWYER,DANIEL A&DEBRA A 86 OAK ST W BARNSTABLE MA 102168
173016009 IGUERTIN,ELIZABETH G 25 HYDE PARK CENTERVILLE MA 102632
IRD /
1173016010 1HANABURY,DOROTHEA F 21 HYDE PARK CENTERVILLE MA 02632 USA
173016011 IFINNEGAN,BARBARA C TR THE 9 HYDE PARK REAL ESTATE TR 9 HYDE PARK CENTERVILLE MA 102632 USA /
RD
1173017 IDEVAUGHAN,BOBBY 1&ELSA V 49 OAK ST WEST BARNSTABLE IMA 102668 JUSA
173018 DEVAUGHAN,ELSA V 49 OAK ST W BARNSTABLE MA r668
173019 KORKUCH,WILLIAM TR KUCH,KASMIR&KORKUCH, 1154 OLD CENTERVILLE MA 102632 USA f
WILLIAM TR STAGE RD
173029 JDAVIS,L E&RICHARDSON,D H C/O GILBERT C WOOD 730 BEARSES HYANNIS MA 02601 USA
RS WAY
173078 IREED,MELVIN K&VIRGINIA M REED REAL ESTATE TRUST 159 DONEGAL CENTERVILLE MA �02632 USA l
RS ICIR
Wednesday,May 14,2003 Page 1 of 2
Mappar Ownerl Owner2 Address i Address 2 City State Zip Country
173079 TRACY,BRADFORD W 19 GREAT HILL W BARNSTABLE MA 02668 USA ��
DR
174001001 IBARNSTABLE,TOWN OF(CON) 367 MAIN ST HYANNIS MA 02601 USA /.
Wednesday,May 14,2003
Page 2 of 2
Bk. .., 17214 P9182 :077799
QUITCLAIM DEED '
RICHARD S. DUBIN, TRUSTEE OF THE S.M.T REALTY TRUST;under a
Declaration of Trust dated May 11, 1990,recorded as Document No. 500304.
In consideration of ONE DOLLAR and 00/100 ($1.00).PAID.
Grant to JAMES QUIGLEY,
With QUITCLAIM COVENANTS
The land with buildings thereon in Barnstable (West),.Barnstable County, Massachusetts,
bounded and described as follows:
Beginning at the Southeast corner of the herein conveyed premises, it being the house lot
of Anthony and Lillian Amaral;
Thence Northerly by the Easterly line of said house lot and in a continuation of said
Easterly line, a distance of Three Hundred (300.00) feet;
Thence Westerly, One Hundred (100:00) feet;
Thence Southerly by the remaining land of Mary Amaral, Three Hundred (300.00) feet to
oak Street; and
Thence Easterly by said Oak Street, One Hundred (100.0.0) feet to the point of beginning.
The above described premises are conveyed subject to any takings, easements, rights,
restrictions or reservations or record insofar as the same are in force and applicable.
For title see Deed in Book 7160, Page 139.
PROPERTY ADDRESS: 50 Oak Street, Centerville, MA'02632.
f
r
Executed as a sealed instrument this)"day of July, 2003.
Richard S. Dubin, Trustee
COMMONWEALTH OF MASSACHUSETTS
Barnstable, ss: July ,2003
Then personally appeared the above named Richard S. Dubin, Trustee as aforesaid and
acknowledged the foregoing instrument to be his free act and deed, before me,
- .- - N ar,� blic ;� G' `��C? rri 1 t�
My commission expires:(:/it /�
HARNSFABLE,
M,NSS. 01
vo , ,b 9, e� 230 South Street
\Eo P"i Hyannis, Massach use tts�';�`0 Oii
M ail-I��s i; ?R_�
, a ;;.T,
TO1411 017 BARDS I'Alil,l,
Notice of Intent to Demolish or Moved n H stor ct Building/Structure
Print in Ink
1 . Date of Application:
2. Building/Structure Address: 6
���- f-• ( P���Cr�� �i�c'
.3. Assessor's Map and Lot Number:
4. Is bui ldi ng/s true ture located in a local or regional historic d.istricti Y N
If yes, Protection .of Historic Properties Bylaw does not apply and it is not
necessary. to complete the .remainder of this form.
5. Is building/structure listed on the National Register of Historic Places or
pending listing on the National Register of _Historic .Placest Y, N
6. How old is the building/structureii ,�G�S Are hite c tujal,style of building/structure,
describe if not known t
Is this building structure associa ed with one or more historic events or persons)
name and description ,rC--)-0
7. Type of Building/Structure and. Proposed Work: j�d 4 1-7C 61 q
G
C, ,e l e, lzlo AW el
8. Zoning District: ���� -
Fire District:
9. Applicant's Name: vi- e _ -- Tel— 11
Address:
10. Owner' s Name: Tel. 1!
Address:
11, Contractor: j�e��-,-�_-._ Tel. 1!
Address:
1 . Material of Building/Structure: : cs�
13, How is' Building/Structure Occupied : (/ C��r,` No. of Stories: I
14. .
Explanation of the proposed use Co be made ul' the site: �
i
Q.
Diagram of Lot and Building/Structure wi.Lh Dimensions :
M � �
Nk--o.
CRITERIA FOR. EVALUATION OF NATIONAL REGISTER NOMINATIONS :
The National Register is a list of historic places which are
"significant" cultural. resources . What , exactly , is "significance"?
It is the quality in American history , architecture , grchaeolo
engineering and culture which is present in districts, sites , gY ,
buildings , structures', and objects that possess integrity of
location, desi
• gn , setting , materials , workmanship , feeling and
association , and :
A . that are associated wit
h events that have made a
si nifica nt - con g tribution to the broad patterns of
our history ; or
1) . thaa t:• re associated with the lives of persons. significant
in :;out•, past ; or
i� . that embody the distinctive characteristics of a type ,
erio �'
p f , or method of construct
ion ,tion
, or that represent
the work of a master , or' that possess high artistic
t
values g
, or that represent
p esent a significant and distin ui —
able ' entity whose components may la g sh
y lack individu
al
distinction ; or
D that have yielded , or may be likely to field infor
Y mation
important in prehistory or history .
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No o FOUNDATION
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PLAN OF LAND
LOCATED IN
CENTERVILLE,MASS.
PREPARED FOR
"I certify that the foundation shown on DAME S UIGL,E�
this plan is as it actually exists on the Q
ground and that it conforms to the town of
Barn..... � gregul 'onsregarding_`� DATE:APR.2 ,2004 SCALE: 1" = 30'
of FILE: 392BA OAK ST 50
_ _ _ _ _ _ — _ R• DAVK.)
C!ANIC:_s Z CAPE & ISLANDS ENGINEERING
date:Apr.,2004 SANK!<,
flood oakst ec[non hazard) 2IST 800 FALMOUTH ROAD SUITE 301 C
oakst FGISTER`�U Q MASHPEE,MASS.02649 �[508 477-7272
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PLAN OF LAND
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7cert fy that the foundation shown on PREPARED FOR AD
this plan is as it actually exists on the JAME S QUIGLEY
ground and that it jown of
Barnstable zoni ;ems DATE:MAY 11 2004 SCALE:1" = 301
and setbacks. ,
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PREPARED FOR
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FILE: 392BA OAK ST 50
CAPE & ISLANDS ENGINEERING
800 FALMO UTH R OAD,SUITE 301C
MASHPEE,MASS•02649 [5081477--7272