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. ►. Town of Barnstable Building
s Post.This Card SorThat it is Visible From the Street Approved!Plans Must be Retained on Job and this Card,Must be Kept
'"" Posted Until Final Inspection Has Been Matle A
,6,� , ., Permit
Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made
,_.. .
Permit No. "$-16-32 Applicant Name: -KYLE J MCDEVITT Map/Lot: 192 241
Date Issued: 01/28/2616 Current Use: Zoning District: RC
Permit,Type: Addition/Alteration-Residential ^ "Expiration Date: 07/28/2016_ Contractor Name: KYLE J MCDEVITT
Location: 364`, a WHITE-OAK TRAIL;CENTERVILLE Est. Project Cost $90,000.00 Contractor License : 099060
Owner on Record: FENNER FRANK H JR&BARBARA 1 TRS Permit Fee $509:00
Fee Paid: $509.00
Address: PO BOX 130'
CENTERVILLE, MA,02632 - i Date 1/28/2016
Description: . Extend Gable 16'Convert existmg,1/2 bath into full bath �o
Project Review Req /
Building Official
This permit shall be deemed abandoned and invalid unless the work a6ihodi6d by this permit is cornmenced w.!thi'n 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 R
•.,
All construction,alterations and changes of use of any building and structures shalFbe incompliance with the local zoning by laws and codes. a
Y This permit shall be displayed in a location clearly visible from access street or road shall be maintained open for public inspection for the entire duration of the work until the completion of the same:.
The Certificate of Occupancy will not be issued until all applicable signatures by the,Building and Fire Officials are provided on this permit. y
Minimum of Five Call In. Required for All Construction Work
1.Foundation or Footing
2:Sheathing Inspection
3.'All Fireplaces must be inspected at the throat level before firestflue lining is,installed r s w
- ; .
4.Wiring&Plumbing Inspections to be completed prior to frame Inspection 4
..
5.Prior to Covering Structural Members'(Frame Inspection) t
6.Insulation K
7.Final Inspection before Occupancy
Where applicable,separate permits are-required for Electrical,Plumbing,and Mechanical Installations. w
Work shall not proceed until the Inspector has approved.the various stages of construction. `
"Person•s contracting with unregistered contractors do not have access to the guaranty fund (as set forth-in MGL c.142A).
Building plans'.are to be available on site
ISSUED RECIPIENT
All Permit Cards are the property of the APPLICANT-
:J TOWN OIL'BARNSTABLE BUILDING PERMIT APPLICATION
Map jq�. Parcel i, Application #
� Cdi
Health Division a� �.�� !� Date Issued
Conservation Division ZO,�, �� Application Fee 50.
oo
Planning Dept. �'9.p� ®� Permit Fee '15q V
Date Definitive Plan Approved by Planning Board
l - S
Historic - OKH _ Preservation/ Hyannis F
Project Street Address 6� 6)krrll- OAK li2RTL
Village (2Zn6-E1Zt/TL1_1"
Owner 1: lAVK At. f E/Nhl&Z 2 o Address A 30 61wi-0A<'VA _
Telephone 5DR-7z::�®0164/
Permit Request 6Y: ,-ry6 C A&6 A'. CcarVearpT.s1TAt6
ZNfO $ebkocm < C w,-ItP EaS+Irl6 RoEbA mW3 .Ynrfo oP oF{IC'g sPhce 9u/C/1S�,D oe��NCN6 Na Less TITAN
e flLaer. Au-
Square feet: 1st floor: existing proposed*V16 2nd floor: existing i,Q proposed+'/`l Total new _
Zoning District 4im Flood Plain Groundwater Overlay
Project Valuation 0 Construction Type
Lot Size Grandfathered: ❑Yes .® No If yes, attach supporting documentation.
Dwelling Type: Single Family 0 Two Family ❑ Multi-Family(# units)
Age of Existing Structure 361,0,QS. Historic House: ❑Yes ®°No On Old King's Highway: ❑Yes X No
Basement Type: A Full ❑ Crawl ❑Walkout ❑ Other
Basement Finished Area (sq.ft.). .19� Basement Unfinished Area (sq.ft) 9e036
Number of Baths: Full: existing_ new J- Half: existing new
Number of Bedrooms: existing inew
Total Room Count (not including baths): existing 8 new First Floor Room Count q
Heat Type and Fuel: JW Gas ❑Oil ❑ Electric ❑ Other
Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: IN Yes ❑ No
Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_
Attached garage: X existing ❑ new size _Shed:J8 existing ❑ new size °r&Other:
Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑
Commercial ❑Yes N No If yes, site plan review#
Current Use SrN64E EamrLy DwELtxwb Proposed Use srV4�c- mTe-2- Di eal-V6
APPLICANT INFORMATION
(BUILDER OR HOMEOWNER)
Name KJ IP'bivrrr F5gxL ?u&&b' Telephone Number SCAS A Z37--9'dZ6
Address 90, '2bx Sill License# CS-099060
0_8NTE VrcLE MA , OZ63Z Home Improvement Contractor#
Email 1�TMC bEyTr@ Co►nCAsi. 467' Worker's Compensation #
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE DATE
- cx
` FOR OFFICIAL USE ONLY
' APPLICATION #
A
•s
` -.DATE ISSUED
MAP/PARCEL NO. '!
1 i e
ADDRESS i VILLAGE
1
OWNER `
1 '
DATE OF INSPECTION:
"= FOUNDATION =
1 i
FRAME �'� �A 14
INSULATION
1
i
FIREPLACE
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL
FINAL BUILDING
i
x DATE CLOSED OUT r '
ASSOCIATION PLAN NO.
1
Town of Barnstable
y
Regulatory Services
r� MASS
Richard V.S=14 Director
Building Division
Tomrerry,Euildmg Commissioner
200 Main Stteei;Hyannis,MA 02601
www town barest-able-emus
Office: 508-862-4038ag: 508-790-6230
Property Owner Must
}. Complete and Sign Tbiis 'Section
If Us7naABuilder ,
I, G'"rt�k (7 e.V1 we r Jr , as Owner of the subject property
hereby authc,riTP 1G1-FT � c�cvc7 �, ra to act on my behalf,
in all matters relative to work authorized bythis building permit application for- .
v
(Address of Job)
'-Poolfences`and alarms are the responsibilk)rof tlie,applicant Pools
are not to'be filled or uldzed before fence is installed and all final "
inspections.are performed and accepted.
S432�= of Owner . S o Appfiran
PaIIr Name Pant Name
aw
Dare
QTORIa:owNEPERMEsIor>Poors
Town,of Damstable
Regulatory Services
r am. Richard V.Scab,Director
� �� $�dIIlg DT47SIUI1k ,
« zszr •�* Tom Perry,Building Commissioner
F �a� 200 Main Sized Hy=nis,MA 02601
� Eo www.town.barnstableana.us
Office: 508-862-4038 Fag.: 508-790-6230
HOMMOW M LICENSE ox
Plcase Print
PATE:
JOB L0CAn0K-
namc bo phonc# wm3cplionc#
CURRENT NfA=CT ADDRESS:
city/town aP coda
The current exemption for`homeowners"was extffnded to incl• e owner-occrMied dweltinas of six units or less and to allow
Homeowners to engage an individual for hire.-who does aotposse�s@s a license,provided tbat$ie owner acts as supervisor.
DEFINrrCON O� HOMEOWNER
P arson(s)who owns a parcel of land on which helshe resides or I to reside,ou which there is,or is intended to be,a one or two-
family dwelling, attached or detached structures accessory to such us to
farm structures. A person who constzucts more than one
home in a two-year period shall notbe considered,ahomeowner. "homeowner'shall submit to the Building Official on a forth
acceptable to the BmZdiag Official,thathe/she shall be onsible r suchwork erfoinuedui&rthebu>Z " errni (Section
109.1.1)
The undersigned`,horaeownef'assumes responmIflity for comp " ce with th State Building Code and other applicable codes,
bylaws,rules and regulations- -
The Im&rsigned"homeowner"certifies that helshe u n the Town ofB Ie Building DepartmentTrTiniinumt inspection
procedures anal requ remments andthathe;ao wHl comply said procedures and cnfs.
signature ofAomcowncr
Approval ofBnUcr=9Official _
Note: Zhree f�nily dwellings containing 3 ,000 cubic feet or larger wii lbe required to rely with the State Building Code
Section f27.0 Canstmctinn Control
• $oNMow�'s MWTIOx
The Code states that: 'Any homeowz r performing work for which a building permit is " ed shall be exempt
from the provisions of this section(Section 10 -Licensing of constriction Supervisors);provided that if the homeowner
engages a persom(s)for hire to do such wor such Homeowner shall act as supervisor."
Many homeowners who use his mption are unaware that they are asmn ing the response of a supervisor
(see Appendix Q,Rrdes&Regulations fo Licensing Construction Supervisors,Section 2-I5) This lack of'awareness often
results in serious problems,particular, when the homeowner hires unlicensed persons- In this case,our Board cannot
proceed against the=licensed person as it would with a licensed Supervisor_ The homeowner acting as Supervisor is
ultimately responsible.
To ensure that the homeowner is fully aware of his/her responsffiilitles,many communities require,as part of the
permit application.,that the homeowner certify that helshe understands the r esponsiibilitt'es of a Supervisor. On the Iast page
of this issue is a form currently used by.several towns. You may care t amend and adopt such a formlcerEffiCafion for use in
your community.
Q-lY7PFII.FSIFOR�?„T�dmg p�itfo�sl�FHFSS.doo '
Revised 06131.3
S
Town of-Barnstable ,
Regulatory. Services
uaxsra Th cm as F, Gel]er,Dirext r ,
BaUding Division
ThomaspErry,-CB0,nuEdibg Comm.issi0nEr .
200 Main Street, Tay.annis,MA 02601
' ' www.town.barnstablt.ma..us -
Oi�i ca: 308-862035 ' Fax: 308-790-b230-
.PLAN REVIEW . ..
Owner: FEN1V `� Map/Parcel: I9:L oZ�1
1
Project Address ,3L,�/ A=E Oak : BII.ilder: 1G�Gi/�TT
TRAu
fihe i'oHowing items were 12otsd on raAawing: ;
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S� oob mac_ . -4r
- QSAL PIT - USE. locao G,p,l_. 2� , � Per. ji!
--'UM WALL A ZEA
TANK '7
PV � ,b� V
So 4r l .o - s.PD. '
Torr,&L 'C>ESI6W = 425 37
E� . ..
ToTA L t��►t..�( Few = 330 6.PD.
t=-1ZCI LQT10 M{►J 02 LESS, ,,'
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TEST (( I zq ha Tom1701
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ATYC Oiiide td T-Yood Com-fraction zil f{islt frind k-eas:110;rlph Whid Zorie•
Massachusetts Checklist for Com ance(78o ch�nzb3or-?.r.i)` -
Chcck
t.i .SCOPE - _ ' .. - Compliance_
Wind Speed(3-sec, gust)..........__..:.:....__..._._._._ °
.......:......._.._.-••-----•--.._._:-------....-----.....:.-------._....110 mph
Wind,Exposure Category----•----------------•- ----..._.._--• -- ..............••--•.... - ...............
-........
Wind Exposure Cate o
�P 9 rY-•••••••-••-----Engineenng Re cared For Er�fire Pro Project
• 12 APPLtCAB[LCiY
q. 1 ............................0
Number of Stories(a roof which exceeds 6 in 12 slope shall be-considered'a story)_2
Roaf Pitch.................................. stories 5 2 stories
--__-----•----•---•---••---•----•••- ,�2 <1212
Mean Roof Height' - - 7
.............••---•----•--_--=-(F 2)g -...----._......_••---=•-••-• , Zf ff
Building Width W................................. -
Building Leng h-,L ..._...-.......
......._----------_ -----_---- F 3
Building Aspect Ratio(L/W) ................................. ........(Fig 4)---------......... ......:.... . . - °'• -<3:1
Nominal Height of Tallest DpeningZ r
__..._........(Fig 4).............----------------------__:.-_____C
1-3 FRAMING CONNECTIDNS
General compliance with framing c�nnectians__....._,.__._.__.(Table2)_________._...
2.1 FOUNDATION r
Foundation Walls meeting requirements of 780 CMR 5404.1
ConCT-ete............:............:..............•--........:...._........................................................I
.............
Concrete Masonry.......................-......................-............._........................................
22 ANCHORAGE TO FOLJNDATIONt1' _
5/8`Anchor Bolts-Imbedded or 5/8"Proprietary Mechanical Anchors as an'alternative in concrete only
Bolt S acin enerai (Table 4) /
Bolt Spacing from end(oint of plate............-...............(Fg 5)-_---_••---.•-,-_:---....:
Bolt Embedment-concrete.........._..._..._____-_.............(Fig
5)..._.._......
---__-----•--- -- ��...............................-...rin• T'
Bog Embedment-masonry------•--•...._•...:..............._...--•(Fg 5)----•- n_
PlateWasher..:__-___.:---•----------•-----•--------------- -----------(Fig 5)....... --------- ----- '3'x 3`x%'
3.1 FLOORS
Floor•framing member spans checked-:-----___________________----(per 780 CMR Chapter 55)_____.___-,-___--____ -
Maximum Floor Opening'Dimension__•_____________________________•-_(Fig 6)............ -
_.....................—ft-12, A
Full Height Wall Studs at Floor Openings less than 2`from Exterior Wall(Fig 6)...:.....................
Mbximrsm.Floor Joist Setbacks41
Suppoi-fing Loadbearing Waifs or Sheanvall___- (Fig /-
Maximum Canflievered Floor Joists ( g - __.-._�__.__._.________.....ft s d
5ypporiing Loadbearing Walls•or Sheatwall________________(Fig 8).._..___,___...__._. c c d
_ -- •••-- •.._---Z
Floor Bracing at Endv�afls...................:.........______.....----,--_.-- g 9).,._:---_,__--
Floor Sheathing Type '.:.---.___.._.__._..._..---,--,;--------------------
(per 7B0 CMR Chapter 55) .............._...
-••-
ti
Floor Sheathing Thickness.........................._------_.____.:-----(per 76d GMR chapter 55)_. 31-i
- -._..._._. n_
Floor Sheathing Fastening_............................................:..(Table 2) t d nails at in edge!'L in field
4.1 WALLS
Wall Height
Loadbearing walls..........._.__:_._�._:__;----•-- ------------(Fig 10 and Table 5)_....______,_,------•_,•�'d�"$ I a..
Non-Loadbearing walls............................... ._..(Fig 10 and Table 5).....____-•-- ' ft'S 20'
_
Wall Stud Spacing ..................................--...............(Fig i0 and Table 5) in.<24'oz-
Wan Story Offsets -------------------------:..(Figs 7&8)- - s
------•-•--_::�ft d
42 EXTERr OR-[rIrALLS' t
Wood Studs
Loadbearing Walls--- (Table�)_-••.. ...................2x�
_..............._...._.._.... .._-- -...... --2-ft_in.
Non-Loadbearing.walls................................................(Table s)..............................
Gable End Wall Bracing
Full Heisht Endwall Studs_.._.___....._.__._. (Fig 10).......:...............•--=---
WSP-Attic Floor Length,_. Fi 1 i-----------------••-•---....,_._.� ( 9 )------ ---•-----•--...__._:._._ ft�Wl3-
Gypsum Ceiling Length(if WSP not used)..................:(Fig 11)..,__-___._.._..._.__. . >_7.0.9W
2 .
and 2 x 4 Continuous Lateral Brace @ 6 ft o.c .. . 2 -
(Fg 11)._......................................
br 1 x 3 callling furring strips @ 16"spacing mil.with 2 x 4 blocking @ 4 ft.spacing in end joist ortTusstlbays
Double TE)p Plat$
Splice Length -_--- .:..,_:._....__..__._..._....._....,_ (Fig 13 and Table 6)..........z...................... -,-ft
Splice Connecfion (no,of 16d common nails)--'.........(Table 6).._.__:_...:-_._...__,__. �`
-
ATVC wide to [Mood Construcr`iorl ut High Wind Areas: 110 fi'k I� �id Zorte
AlassAchusetts Checklist for ComplianCe(790 CA-1115_30l.z.l.l)i
Loadbearing Wall Connections
Lateral (no.of 16d common nails)..............._......._......._.(Tables T).........
Nan-Loadbearing Wall Connections
Lateral(no-of 16d common nails)._---------------------..(Table 8}_.__.....__..,•---.---.--•--._.-------__._...__._.. 2
Load Bearing Wall-Ope'nings(record largest opening but check all openings for coniprrance to Table 9)
Header Spans ...............---_--...-----------•---_-----••-----•(Table 9).--_......_......__.._._.._....eft. a in.51i' ✓
Sill Plate Spans' ...............:........................._:__........_.(Table s).......... ..:._._.._.._:. ft 6 in.-<1i'
Full Height Studs (no.of studs)-----------------__---------,-....(Table 9)...................._...............------------- 2,
Non-L.aad Bearing Wall Openings (record largest opening Wit check all openings for compliance to Table 9)
HeaderSpans---------------------------------------------------.........(Table 9)................_.........._.... tt in.512'
SillPlate Spans..............._..._.-----:.__....._..__.--------------.(Table 9)-----------------------....... 2, ft�; in.512"
Full Height Studs(no.of studs)...__--------------_.__..__...(Table 9)----------.--.._._.----.__------_---------
._..._._.. Z ✓
Exterior Wali Sheathing to Resist Uplift and Shear Sfmuftaneously4
Minimum Building Dimension, W �
Nominal Height of Tallest Opening Z ..................................:................ __.. �E°Er
- ._...._
Sheathing Type-------------------------------------------(note 4)----:..............w-- --�--•-- -----•:• '/
Edge Nail Spacing----------- -------_--___ (Table 10 or note 4 if less)--_------------._-_._-_ 6 in.
Feld Nail Spacing.........................-...............(Table 1D)-------------------•--_----------•----•------ in. a/
Shear Connection(no.of i6d common nails)(Table 10) ...... ....:.......................................... .
Percent Full-Height Sheathing.......................(Table 10)-----.----.--.-------_-----------------..__.__.. °!o
5%Additional Sheathing for Wall with Opening>S B8'(Design Concepts)-•------------------ �
h4aximum.Building Dimension, L
Nominal Height of Tallest Opening7._.._............. 6 B`
...._..q6
Sheathing Type........................................•.....(note 4)------•-------_-------_-_-------------------
� _az
Edge Nail Sparing........................._....._------- able 11 or note 4 if less ----------------------- 6 in. ✓
Feld Nai[S aan able i 1 ---------•-— -_--------------------- 1.2- in.
Shear Connection(no. of 16d common nails)(fable 11.).........................----_---------------.:_-_-. m.
Percent Full-Height Sheathing----------__._-__....(Table 11)------------------•---..--.--------------. %
5%Additional Sheathing for Wall with*Opening>6'8'(Design-Concepts)-----------------L.
Wall Cladding
Ratedfor Wind Speed?----------------------------------------------------------------------...._--- - -- - `ye '
6.1 ROOFS
Roof framing member spans checked?..........._....------(For Ratters use AWC Span Toot,see B.BRS Website)
ft 5
19 �P smaller of 2'or L13 ✓
Roof Overhang .----•------•--•---------••---------------------- (Figure )•-•-...... • .
Truss or Rafter Connections at Loadbearing Waifs
Proprietary Connectors
Uprttt........................-............_--•(Table 12} --_... - - --U=363 pff
Lateral.........................-------------------(Table 12)---------•----- _._..._._.__�..---L�ptf
Shear-------------------------------------------(Table 12)..................................:------S= 7�IT.
}ridge Strap Connections,if collar ties not used per page 21... (Table 13).....................-......-T= plf
Gable Rake Outlooker_-....•.......-.:..:....:......._----.(Figure 2D)..-_..-,-...._ft s smaller of 2'or t12
Truss or Rafter Connections at Non-Lnadbearing Walls
Proprietary Connectors
Uplift_...._......__..::...._.._.__.-------Fable 14 -
Lateral(no.of 16d common nails)--.(Table 14)---------------------------------------L� lb. -
e - -__........------------------------(per TBD.CMR Chapters 5B and 59)_ri�.�.t.V Dom
. Roof Sheathing Type •
Roof Sheathing Thickness...............----------___------------------__._.._.__.---_-_---_---.. l=2 in.>:7116`lIvSP
• Roof Sheathing Fastening........................................(Table 2) .�.:_.
Notes:
1. This checkCst shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of
78D GMR53D12.i.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not
required per the WFCM 110 mph Guide:
a. Steel Straps per Fgure 5
IS. 2b Gage Straps per Figure 11
c. Uplift Straps per Figure 14
d_ All Straps per Figure 17
e. Comer Stud Hold Downs per Figure 1 Ba and Figure 113b
Exceptlor:Opening heights of up to•8 fL shall be permitted when 5%is added to the percent futk-height sheathing
requirements shown in Tables 10 and 11.
The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated 924rade.
JENNI FER SMITH
R.O. BOX 504
COTUI T, MA 02635,
(508) 737-3875
March 26, 2003
Mr. Tom Perry, Commissioner
Building Division
200 Main Street
Hyannis, MA 02601
Dear Mr. Perry,
I am contacting you on the advice of Gary Brown. My elderly father lives in
Centerville on White Oak Trail. The gentleman that owns the property behind
him (Judge David Goldman of Riverview Lane, Centerville) erected a fence on
his own property about ten years ago. He has never performed any maintenance
on this fence and it is currently falling to pieces. My father has contacted Judge
Goldman regarding the condition of the fence, as it is quite an eyesore to my
family's property. Mr. Goldman was not responsive and stated that he had no
intentions of fixing the fence or removing the broken pieces.
I had asked Gary Brown how we could take some action in this matter and he
suggested I contact you. I am hoping you can "point me in the right direction" on
how to handle this situation. Please contact me at the above address or phone
number or via email me at jackamamyaol.com with any suggestions.
Thank you in advance for your help in this matter.
Sincerely,
Jennifer L. Smith
� S ('
1
OFiME 1p� Town of Barnstable *Permit
Expires 6 months from issue date
`+ rvices Fee °�
HAMSMBLE, Regulatory Se
vim' Thomas F. Geller,Director
X PRESS PERMIT
lED MA'1 Building Division J�-31��- -
Tom Perry, Building Commissioner OCT 3 0 2002
200 Main Street, Hyannis,MA 02601 Q—
Office: 508-862-4038 TOWN OF BARNSTABLE
Fax: 508-790-6230
EXPRESS PERNHT APPLICATION - RESIDENTIAL ONLY
Not Valid without Red X Press Imprint
Map/parcel Number /z7z--2g� �J
Prope Address _7 7
Value of Work �f��� C'�d
Residential
Owner's Name&Address
Contractor's Name /� _����. / Telephone Number
Home Improvement Contractor License#(if applicable)
9{ »...._
Construction Supervisor's License#(if applicable)
❑Workman's Compensation Insurance
Che
I am a sole proprietor ;�
❑ I am the Homeowner r a r�
❑ I have Worker's Compensation Insurance
Insurance Company Name
Workman's Comp.Policy#
Permit R;Z-roof(stripping
k box)
old shingles) All construction debris will be taken to
❑Re-roof(not stripping. Going over existing layers of roofl
❑ Re-side
❑ Replacement Windows. U-Value (maximum.44)
❑ Other(specify)
*Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc.
Signature
Q:Forms:expmtrg
Revised121901
Assessor's map and lot 'number .... ... .... ....
a; SEPTIC SYSTEM MUSTBE
7� INSTALLED IN CCi�APUA��C
I�tSTA E
Sewage Permit number .........}... ....-'` . . .:.............. WITH ARTICLE II STATE. '
F : SANITARY CODE ANE) ►C3`�i�
�Q�oFTHEpo�o TOWN OF BAR I'Vs�° ��LE
f o +
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EA ASTABLE.
"6 9 ��� DUIL�D.IHG"� ' INSPECTOR
�D YPY a'
APPLICATION FOR PERMIT TO ...�.5.�. -t ..io. T......... ........ .......................
TYPE OF CONSTRUCTION .. .� .G.: . ....... ..C.....4.. ........!!!.. ...... .1'.'.Ut. !'1.r�.......
.................�� �- .........19�.
TO THE INSPECTOR OF BUILDINGS:
The undersigned hereby applies for a permit according to the following information: �j^
Location .���..� ........6.3......�..I� L. .. .o..A.�...........!..!`-' .1.. .......... .`! ./..4e.f.+-4f.1..�!..U.....................
ProposedUse .... ....Le.... .A.v1t., 1..1...................................................................................................................
Zoning District .................. ..................................Fire District ......C• d...........................................................
Name of 0' r G
II t�..�...I.C ....... 4�.jk14i,s.......................Address ......5 0�...... Q. !C?../..s1. ... /.Uff..��`�il,!} 6 j
t
Nameof Builder ................ ..................................................Address ....................................................................................
Name of Architect. .....................................................:............Address
Number of Rooms
..................................................................Foundation ................ ....V all
Exterior ...... . .Roofing 4A.z /
Floors ....0.A.K....................................................................Interior ...1 .. �.i .�. .1''...7 v �— .....................
.... .... ... .. ..........
Heating .. . .....w.!�./. .............:.................... ........Plumbing �V
.... ..... ............................................................................
Fireplace ......y. ..j..............................................................Approximate Cost .... .............................�...........
Definitive Plan Approved by Planning Board ________________________________19________ . Area .....!.. .r ..Sr ....:...... L
Diagram of Lot and Building with Dimensions Fee ��..
SUBJECT TO APPROVAL OF BOARD, OF HEALTH
t ill hereby agree to conform to all the Rules and Regulations of the'Town f Barnsta above
construction.
Nam ..................... ..... .... ..... ....... .........................
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Burke Homes
20924
'I"Isingle family dwelling
Centerville
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PERMIT REFUSED
.19
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TOWN OF BARNSTABLE Permit No. ___20024
IWL Building Inspector
� �swSTwc Cash --------- .
OCCUPANCY PERMIT Bond
"No building nor structure shall be erected, and no land, building or structure shall be
used for a new, different, changed, or enlarked use without a Building Permit therefor
first having been obtained from the Building Inspector. No building shall be occupied until a
certificate of occupancy has been issued by the Building Inspector."
i
Issued to Burke Homes Address 52 Thornton Dr. Hyannis
Lot 53 White Oak Trail, Centerville
Wiring Inspector , „ram Inspection date
Plumbing Inspector Inspection date o
Gas Inspector 1 f Inspection date
Engineering Department %t% � /; '`ra' Inspection date �'f i'7
THIS PERMIT WILL NOT BE VALID,.AND THE BUILDING SHALL NOT BE,- OCCUPIED UNTIL
SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN
REQUIREMENTS. jJ
19 __ ......................... Building...Inspector
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cna<<xc,Pro�racnks E -,(c •7. � .
-. �Rec�dor a191 S3 �
SMOKE DETECTORS REVIEWED I
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VTVE'BU 1ING DEPT. DATE I.
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FIRE DEPARTMENT DATE
BOTH SIGNATURES ARE REQUIRED FOR PERMITTING
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P 0 B.1277 Ccntercilk CIA 02632 PhoWFAX(5"426.8952
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u9'--L-T+ 10 Box 1277 Centerrilk M 02632 Pl.Wfikk(508),128.8952
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P 0 8"1271 Cmte dk MA 02632 Ph_/FAX.(5"42B 8952
.amo„,wer:1heAmencan lmtiWre ofArthrum,ira Barmn Susw ofarchxecv,
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Glass G or H wind resistant self sealing
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as�hait shingles meeting ASTrI C 7158
- iIover manufacturer approved ovcd 20 I I i I I -
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asphalt Impregnated felt uncerlayment u I h r
�_.. or Ice and Water Shield 24"wide at eaves. I I —
'5/8'T4G wood sheathin sta geed I I I i' .:�{ '! I 1 11 — I� I4 f I
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ram-� �. , ,. ,:.,,\ „/�'=�fr9:iy _t.. !=:✓7.-it1::_.3L. i I - l i� II � II j I �I Itll � , $Ifl U!I. - (�i'j-� I
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balloon framing of studs into floorjoists
lapped to create moment connection w/
(5)1 Od nails l 1114 etI —
Twinned joists(parallel w/1%s"gap)w/
{j Solid blocking over posts and intermediate 1 I I I
spar ijt4japping joists in center.,5ee Plans 1
Sold tpcY�tn9 as fire stop
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Floor Construction ll II
Hardwood flooring over rosin paper
on 3/4"plywood sheathing,OR t
ri carpeting over 5/8"flooring —
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undo II II
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L_ 2 x 10 5PF joistsrp i 6"o.c.
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5/8"galvanized anchor bolts p 32"o,c.
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w/3"x3"x'/"galvanized steel washers _ _• ;
2 x G pressure treated sill on
non-cellulose sill sealer continuous --
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poured concrete foundation wall w/
2-#5 top rebars-continuous
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Footing Detail see Foundation Plan
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