HomeMy WebLinkAbout0141 TOWER HILL ROAD�,� - � .,.A'�.,. 1.. _ .*�1 .��1..��..r...�._,Ars+. ,�*+ _ .�1�! _ _'L���1-...-- - ---rb'^+..... .y�. .....�:r��..�,_ ,.,R ,,-�.�_.._.._ ,..�.'.`ti. r.�;w...>:'�!�;�
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—— — — — n — _ _ _ _ a o
, .� Town of Barnstable Building
wexsr Post This Card So That 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 Made.4i6sa Permit
JIlJIJI
Where a Certificate of Occupancy is Required,such_Building shall Not be Occupied until a Final Inspection'has been made. p�rm j
1
Permit No. B-20-615 Applicant Name: Alexander Ranney Approvals
Date Issued: 03/10/2020 Current Use: Structure
Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 09/10/2020 Foundation:
Residential Map/Lot: 142-007 Zoning District: RC Sheathing:
Location: 141 TOWER HILL ROAD,OSTERVILLE Contractor Name:"-,ALEXANDER M RANNEY Framing: 1
14 zA
Owner on Record: MARCINKIEWICZ,WILLIAM J&NICOLE Contractor License: CS-088595 2
Address: 29 PHEASANT HOLLOW ROAD _ _.. _ .. _
.� Est. Project Cost: $59,371.00 Chimney:
NATICK,MA 01760 Permit Fee:
t; ` $352.79
Description: Remodel Kitchen and 2nd floor bathroom Insulation:
Fee Paid:, $352.79
1 Final:
Project Review Req: FRAMING PLAN TO BE PROVIDED FOR APPROVAL ONCE �� Date: 3/10/2020
EXACT LAYOUT DETERMINED.
Plumbing/Gas
Rough Plumbing:
`\Building Official
Final Plumbing:
This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced withirrsix 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 st' ctures 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. �-
t fF
-- 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
�2.Sheathing Inspection i _._ _. --` f Rough:
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).
Building plans are to be available on site Fire Department
All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final:
OWt_��
f
®Boise Cascade Triple 1-3/4" X 7-1/4" VERSA-LAM®2.0 3100 SP PASSED
FB01 (Floor Beam)
BC CALL®Member Report Dry 11 span I No cant. April 20,2020 08:34:54
Build 7555
Job name: Marcinkiewucz Residence File name:
Address: 141 Tower Hill Road Description: over dining/kitchen
City,State,Zip: Osterville, MA Specifier:
Builder. Alex Ranney Designer: William Campbell
Code reports: ESR-1040 Company:
0
L L
10-08-00
B1.. B2
Total Horizontal Product Length=10-06-00
Reaction Summary(Down I Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B 1,3-1/2' 2310/0 635/0
B2,3-1/2" 2310/0 635/0
Load Summary Live Dead Snow Wind Roof Tributary
Live
Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125%
0 Self-Weight Unf.Lin.(lb/ft) L 00-00-00 10-06-00 Top 11 00-00-00
1 attic/ceiling Unf.Area(lb/ft?) L 00-00-00 10-06-00 Top 40 10 11-00-00
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 7071 ft-Ibs 56.3% 100% 1 05-03-00
End Shear 2443 Ibs 33.8% 100% 1 00-10-12
Total Load Deflection U313(0.385") 76.7% n\a 1 05-03-00
Live Load Deflection U399(0.302") 90.2% n\a 2 05-03-00
Max Defl. 0.385" 38.5% n\a 1 05-03-00
Span/Depth 16.6
%Allow %Allow
Bearing Supports Dlm.(LxW) Value Support Member Material
B1 Wall/Plate 3-1/2"x 5-1/4" 2945 Ibs Me 21.4% Unspecified
B2 Wall/Plate 3-1/2"x 5-1/4" 2945 Ibs Me 21.4% Unspecified
Notes
Design meets Code minimum(U240)Total load deflection criteria.
Design meets Code minimum(U360)Live load deflection criteria.
Design meets arbitrary(1")Maximum Total load deflection criteria.
Calculations assume member is fully braced.
BC CALCO analysis is based on IBC 2015.
Design based on Dry Service Condition.
User Notes
Per builder-2nd floor loading only
i
Page 1 of 2
®Boise Cascade Ililll- Triple 1-3/4" X 7-1/4" VERSA-LAM®2.0 3100 SP PASSED
FB01 (Floor Beam)
BC CALL®Member Report Dry 11 span I No cant. April 20,2020 08:34:54
Build 7555
Job name: Marcinkiewucz Residence File name:
Address: 141 Tower Hill Road Description: over dining/kitchen
City,State,Zip: Osterville, MA Specifier:
Builder. Alex Ranney Designer: William Campbell
Code reports: ESR-1040 Company:
Connection Diagram: Full Length of Member
�{ b r d
a
C
e
a minimum= 1-1/2" c=4-1/4"
b minimum=4" d=12"
e minimum= 1"
Install screws from both sides,staggering screws by half of the spacing to avoid splitting.
Connectors are:SDS 1/4 x 4-1/2
Disclosure
Use of the Boise Cascade Software Is
subject to the terns of the End User
License Agreement(EULA).
Completeness and accuracy of Input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy,prior to
anyone relying on such output as
evidence of suitability for a particular
application.The output here is based on
building code-accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes.To
obtain Installation Guide or ask
questions,please call(800)232-0788
before Installation.
BC CALCO,BC FRAMER®,AJS-,
ALLJOISTO,BC RIM BOARDTm,BCI®,
BOISE GLULAM-,BC FloorValue®,
VERSA-LAM®,VERSA-RIM PLUS®,
Page 2 of 2
®Boise Cascade Double 1-3/4" x 7-1/4" VERSA-LAM®2.0 3100 SP PASSED
FB02 (Floor Beam)
BC CALL®Member Report Dry 11 span( No cant. April 20,2020 08:47:47
Build 7555
Job name: Marcinkiewucz Residence File name:
Address: 141 Tower Hill Road Description: beam over kitchen/living rms
City,State,Zip: Osterville, MA Specifier:
Builder: Alex Ranney Designer: William Campbell
Code reports: ESR-1040 Company:
0
L L
09-00 00
81
B2
Total Horizontal Product Length=09-00-00
Reaction Summary (Down I Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B 1,3-1/2' 1800/0 483/0
B2,3-1/2" 1800/0 483/0
Load Summary Live Dead Snow Wind Roof Tributary
Live
Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125%
0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 09-00-00 Top 7 00-00-00
1 2nd floor Unf.Area(lb/ftz) L 00-00-00 09-00-00 Top 40 10 10-00-00
Controls Summary value %Allowable Duration Case Location
Pos. Moment 4627 ft-Ibs 55.2% 100% 1 04-06-00
End Shear 1829 Ibs 37.9% 100% 1 00-10-12
Total Load Deflection U375(0.273") 64.0% n\a 1 04-06-00
Live Load Deflection U476(0.216") 75.7% n\a 2 04-06-00
Max Defl. 0.273" 27.3% n\a 1 04-06-00
Span/Depth 14.1
%Allow %Allow
Bearing Supports Dim.(LxW) value Support Member Material
B1 Wall/Plate 3-1/2"x 3-1/2" 2283 Ibs n\a 24.8% Unspecified
B2 Wall/Plate 3-1/2"x 3-1/2" 2283 Ibs n\a 24.8% Unspecified
Notes
Design meets Code minimum(U240)Total load deflection criteria.
Design meets Code minimum(U360)Live load deflection criteria.
Design meets arbitrary(1")Maximum Total load deflection criteria.
Calculations assume member is fully braced.
BC CALC®analysis is based on IBC 2015.
Design based on Dry Service Condition.
User Notes
Per builder-2nd floor loads only
Pagel of 2
®Boise Cascade Double 1-3/4" x 7-1/4" VERSA-LAM®2.0 3100 SP PASSED
FB02(Floor Beam)
BC CALL®Member Report Dry 11 span I No cant. April 20,2020 08:47:47
Build 7555
Job name: Marcinkiewucz Residence File name:
Address: 141 Tower Hill Road Description: beam over kitchen/living rms
City,State,Zip: Osterville, MA Specifier:
Builder. Alex Ranney Designer: William Campbell
Code reports: ESR-1040 Company:
Connection Diagram: Full Length of Member
r�I b d .
a
c
e
a minimum= 1-1/2" c=4-1/4"
b minimum=4" d= 12"
e minimum= 1"
Connectors are:SDS 1/4 x 3-1/2
Disclosure
Use of the Boise Cascade Software is
subjed to the terms of the End User
License Agreement(EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
` expert to assure its adequacy,prior to
anyone relying on such output as
evidence of suitability for a particular
application.The output here is based on
building code-accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes.To
obtain Installation Guide or ask
questions,please call(800)232-0788
before installation.
BC CALCV,BC FRAMER®,AJSTM,
ALLJOISTO,BC RIM BOARDTM,BCI®,
BOISE GLULAMTM,BC FloorVelue®,
VERSA-LAM®,VERSA-RIM PLUS®,
Page 2 of 2
®Boise Cascade llllil= Double 1-3/4" X 7-1/4" VERSA-LAM®2.0 3100 SP PASSED
FB03(Floor Beam)
BC CALL®Member Report Dry 11 span I No cant. April 20,2020 08:55:41
Build 7555
Job name: Marcinkiewucz Residence File name:
Address: 141 Tower Hill Road Description: beam over living rm picking up F1302 pt load
City,State,Zip: Osterville, MA Specifier:
Builder: Alex Ranney Designer: William Campbell
Code reports: ESR-1040 Company:
0
I. L
12-OMO
B1 B2
Total Horizontal Product Length=12-03-00
Reaction Summary(Down/Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
61,3-1/2" 64810 213/0
B2,3-1/2' 1806/0 524/0
Load Summary Live Dead Snow Wind Roof Tributary
Live
Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125%
0 Self-Weight Unf. Lin.(Ib/ft) L 00-00-00 12-03-00 Top 7 00-00-00
1 floor Unf.Area(lb/ftz) L 00-00-00 12-03-00 Top 40 10 01-04-00
2 F602 Conc.Pt. (Ibs) L 09-11-00 09-11-00 Top 1800 483 n\a
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 4700ft-Ibs 56.1% 100% 1 09-11-00
End Shear 2263 Ibs 46.9% 100% 1 11-04-04
Total Load Deflection U308(0.46") 78.0% n\a 1 06-08-01
Live Load Deflection U401 (0.353") 89.8% n\a 2 06-08-01
Max Defl. 0.46" 46.0% Me 1 06-08-01
Span/Depth 19.5
%Allow %Allow
Bearing Supports Dim.(LxW) Value Support Member Material
B1 Wall/Plate 3-1/2"x 3-1/2" 861 Ibs n\a 9.4% Unspecified
B2 Wall/Plate 3-1/2"x 3-1/2" , 2329 Ibs n\a 25.4% Unspecified
Notes
Design meets Code minimum(U240)Total load deflection criteria.
Design meets Code minimum(U360)Live load deflection criteria.
Design meets arbitrary(1")Maximum Total load deflection criteria.
Calculations assume member Is fully braced.
BC CALL®analysis is based on IBC 2015.
Design based on Dry Service Condition.
Connection Diagram: Full Length of Member
b d,"
a
c
e
Page 1 of 2
LOT 7
' s J
s
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1 A
S
o -
9 '
ASS. LOT 5
N88 24'00"E 112. 45' y
tv o co cJ, o
►,. - Iv p 4�
N89 45'55"E a o 0
i
ASS. LOT 7
ASS. LOT 6
ZIN
52-1-  _-
o
/9�5
R
32. 79'
N89 45'50"W
RES. ZONE.- "RC" This MORTGAGE INSPECTION Plan is For FLOOD ZONE.- 'C"
Bank Use Only
TOWN: -OSTERVLUE — REGISTRY OWNER: CARL HAZEN _ —
DEED REF: .-,39� — — _BUYER: �� MBI� _ — _ _ —_—
DATE: �7%E3 _ — PLAN REF: 10 U97 & 8C93 _SCALE:1"= 30=__FT.
I HEREBY CERTIFY TO BLMARD LARGAY F.SQ
------------------THAT THE BUILDING Or X. YANKEE SURVEY
SHOWN. ON THIS PLAN IS LOCATED ON THE GROUND AS <
SHOWN AND THAT ITS POSITION DOES —_—_ CONFORM ?� ' PAUL yam: CONSULTANTS
TO THE ZONING LAW SETBACK REQUIREMENTS OF THE f MER T. N 40B (SUITE 5)
TOWN OF _ —6ARNSTA.BLE_____________AND THAT !U N0.320-a ° INDUSTRY ROAD
IT DOES_NOT— LIE WITHIN THE SPECIAL FLOOD HAZARD ��%.. <r�, �,o �° MARSTONS MILIS, MA. 02648
AREA AS SHOWN ON THE H.U.D. MAP DATED— �J; ��'STER` �, TEL 428—0055
Co it — ane.l 250001 0016 D � ��-- °'�' • �ar+os°?�. FAX 420-5553
___-- THIS PLAN NOT MADE FROM AN TRUMENT
PAUL A. PITH PLS SURVEY NOT TO BE USED FOR FENCES ETC. 11720 KJH
r �(�
Iail � I►�, ��
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tKKE t Town of Barnstable
r
Regulatory Services
a" STABM
AS&Mass. Thomas F.Geiler,Director
M
pra�0� Building Division
Tom Perry,Building Commissioner
200 Main Street,Hyannis,MA 02601
Office: 508-862-4038 Fax: 508-790-6230
May 9, 2006
Rogers and Marney, Inc.
PO BOX 310
Osterville, Ma. 02655
I
I
RE: 141 To_wer_Hill_Rd. Map : 142 Parcel : 007
! D sr
j Dear Mr. Marney:
This letter is in response to your application to build a screened porch at the above
referenced address. Unfortunately,the application must be denied at this time due to an
encroachment into the front set-backs. The above referenced address is located in a RC
district where the set-backs are 20-10-10. Based on the plot plan submitted, the porch
would encroach on the front setback of 20 feet. If you decide that you wish to go forward
with the project you must obtain a variance from the Zoning Board of Appeals. If this
office can be of any further assistance please do not hesitate to call.
Sincerely,
�*effrey L. Lauzon
Local Inspector
I
Q:zoning5
PERMIT PAYMENT RECEIPT
As l TOWN OF BARNSTABL.E .
BUILDING DEPARTMENT
010CoN FoK0-=r 200 MAIN STREEI
HYANNIS, MA 02601
DATE: 05/16/06
i TIME: 08:15
----------------- TOTALS- ---
PERMIT $ PAID 50.00
AMT TENDERED: 50.00
AMT APPLIED: 50.000
CHANGE:
APPLICAI INN Nl1,'I?ER: 20060558
PAYMENT MLy.TH: CHECK
PAYMENT ff�: 034866
r _
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map 1 L4 2 Parcel oog rrrr '� ) Application# 0��06 o0.S S�
Health Division j� ND rzv /&/�6�]
""
Conservation Division ��-+� y 06 ,� ( [C-1) Permit#
4-
Tax Collector Iv Date Issued
Treasurer Application Fee50� o0
Planning Dept. Permit Fee
Date Definitive Plan Approved by Planning Board EXISTING SEP?IC SYSTEM
Historic-OKH Preservation/Hyannis LIMITED TOy2#OF BEDROOMS
Project Street Address l 4 1 10,,�Cr)L
Village 0 STIrt-%lt""-
Owner QA.y C22t� Address 14 1 TO.aQ�*_ V1.k k-%.- 9-D.
Telephone 5oB 42T -Permit Request seems � Po�cH of rtxis~n �"z�
square feet: 1 st floor:existing i 1(.9 proposed 2nd floor:existing S43 proposed Total new
Zoning District Flood Plain Groundwater Overlay
rroject Valuation 20,000,00 Construction Type k,.,oa0
Lot Size .44 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation.
Dwelling Type: Single Family ® Two Family ❑ Multi-Family(#units)
Age of Existing Structure 59 Historic House: ❑Yes Q No On Old King's Highway: ❑Yes ®No
Basement Type: M Full ❑Crawl ❑Walkout ❑Other
Basement Finished Area(sq.ft.) VAt*4C Basement Unfinished Area(sq.ft) 792.5
Number of Baths: Full:existing Z new Half:existing new
Number of Bedrooms: existing 3 new O
Total Room Count(not including baths):existing ? new 0 First Floor Room Count S
Heat Type and Fuel: ld Gas ❑Oil ❑ Electric ❑Other. ►
Central Air: ❑Yes W No Fireplaces: Existing New Existing wood/coal stove: O Yes O.No
_ij J -
Jli
Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new.,,size
Attached garage:®existing ❑new size Shed:❑existing ❑new size Other: �11 r
w r-
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ c
` co
0
Commercial ❑Yes ❑No If yes, site plan review# `
Current Use Proposed Use
BUILDER INFORMATION i*
Name ?,Q1Ga tS A- MA04" . 1 r4c- Telephone Number SOT 42$ - o�
Address _ P.o. 13ox 3%b License# 01 L 1114-
y4S %Ai, 'aPri s-rik�1i L�€ RO. Home Improvement Contractor# 10o134-
OS-r1M%AL_..0 ! ANA. 02.6S5 Worker's Compensation#
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO A34AIIIS"1�4Qc� �
SIGNATURE DATE 4 /S GG
FOR OFFICIAL USE ONLY r '"
PERMIT NO.
DATE ISSUED
MAP/PARCEL NO.
ADDRESS VILLAGE
OWNER
DATE OF INSPECTION:
FOUNDATION
FRAME
INSULATION
r FIREPLACE
ELECTRICAL: ROUGH FINAL
rn i
PLUMBING: ROUGH n u FINAL
Nz
O`
GAS: ROUGH fJ i FINAL
FINAL BUILDING
,r
tr
DATE CLOSED OUT i ,4
ASSOCIATION PLAN NO. s:
i
—_� The Commonwealth ojMassachusetts
Department of Industrial Accidents
. _ Otllce otlayestJvdaus
600 Washington Street _
Boston,Mass. 02111
u Workers' Compensation Insurance Affidavit !
Epp Iic—.3 t:in p tiOn -- +�-• Lease PR le�lblv.:. =::��� 1a: _ ..,�--- 'r
name,
if cation-
ice, i.rtene'-
I am a homeowner performing all work myself.
I am a sole proprietor and have no one working in any capacity
K, - - -
I am an employer providing workers' compensation for my employees working on this job.
Y•" INC.namROGERS MARNE
BOX 310P.O.
address: ..... ..;::. .:• -
•.; OSTERVILLE MA.02655
city:
phone e: •. (508) 428-6106
insurance co rJo2r�Ge�oo� -.. F5y/3�JG !� +S� pore. a l uL 7';8,2
:g I am a,sole proprietor, seneral contractor,or homeowner(circle one) and have hired the contractors listed below wbo have
the following workers compensation polices:
":comoanv name. SEE ATTACHED SHEETS
-ddress
cirv: phone=: —
insurance co nolicv
m any name:
address-
citv: nhone=: --
insurance co policy
..+.tr'ch sddidons['shut if -
Failure to secure coverage as required under Section 25.E of N1GL 152 can lead to the imposirion of erir.•tinaPpeaalties of a fine up to 51.500.00 and/or
one years imprisonment as v.ell as civil penalties in the form of a STOP N'ORK ORDER and a fine or 5100.00 a da%•apinst me. I understand that a
copy of this statement mn. be fon+arded to the once of Investigations of the DIA for coVerag:Verirteation.
1 do herebs•cer„&under t' ins and enalties of pzrjur,•that the inform--rior provided above is t:ze and correct.
Sie M'ARNEY ---
P:-iat o. - SC3t Phcr._ (508) 428-6106
Fr of icial use on!_� do �o: �rise in this area to be eomplc:ed b� eir:or to+�•n o(Ticial
ci r, or to-'n: per;nit.'liccasc= o5uildin.Departacnt
t [jLiccnsing Board
t [+ check if immediat: r:spor.s: is required [,Selectmen's Of
me
CllHealth D^.partme-1
contact persnn: phone X: r-IOtyer Z
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I certify that this pro erty is located CERTIFIED PLOT PLAN
In flood hazard Zone C outside the 500
year flood) as identified by the Depart- LOCATION �i9!U��TAt3�� iosrr��Y�cLN�
ment of Housing and Urban Development(HUD) . ;;"
SCALE . ./ . ..
. .jo'... .DATE
Date.`uc.Z 3 zooms r?, '� �$A PLAN
REFERENCE
w
IL w- . . . . . . . . .. . . . .. . . . . . . . . . .
r
- THE LOCATION OF THE ORIGINAL DWELLING
SHOWN HEREON , EITHER WAS IN COMPLIANCE
I certifyto its title insurance company WITH THE LOCAL APPLICABLE ZONING BYLAWS
p y IN EFFECT WHEN CONSTRUCTED (WITH
that there are no visible encroachments RESPECT TO HORIZONTAL DIMENSIONAL
or. easements except as shown and that this REQUIREMENTS ONLY) ,OR EXEMPT FROM
plan was prepared under my immediate VIOLATION ENFORCEMENT ACTION UNDER M.O.L.
supervision, TITLE VII , CHAPTER 40A, SECTION 7, UNLESS
Rey N Al.7j• �����_ ��-j- OTHERWISE NOTED OR SHOWN HEREON.
`OptHF Tp� To`�-n of Barnstable
N� 0
Rebulatory Services
• BAR.\STABLE.
9 Huss. m Thomas F.Geiler,Director
E0 �'�e Building Division
Tom Perm, Buildin;Commissioner
200 Main Street, Hyannis, NLa 02601
Office: 50S-S62-403S Fax: 50S-790-6230
e Pro • Owner Must Complete and Sin This g P � Sign a s Section If Uslna A
Builder
as Omer of the subject property
hereby authorize ROGERS & MARNEY, INC. to act on my behalf,
in all matters relative to work authorized by this building permit application for (address of
job)
*ICurAof mer Date
Ra%( c-Aoao
Pr'Li_ 'Name
°FSHETp� Town of Barnstable
Regulatory Services
BA.&I s?ABCs. ' Thomas F.Geiler,Director
,fo 3.t Building Division
Tom Perry,Building Commissioner
200 Main Street, Hyannis,MA 02601
Office: 508-862-4038 Fax: 508-790-6230
Permit no.
Date
AFFIDAVIT
HOME IMPROVEMENT CONTRACTOR LAW
SUPPLEMENT TO PERIUT 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: Estimated Cost 't to,000-00
Address of Work: 14 t 4LD OSTe�A+JttlK. y rip. . OZLS�
Owner's Name:
Date of Application:
I hereby certify that:
Registration is not required for the following reasou(s):
❑Work excluded by law
❑Job Under S 1,000
❑Building not owner-occupied
❑Owner puling own persit
Notice is hereby given that:
ONw-MRS PULLING THEIR OW`i PER_INUT OR DEALLti G WITH LIREGISTERED
CONTRACTORS FOR APPLICABLE HOME LbIPROVEi MN-T WORK DO NOT H--k4E
ACCESS TO TFIE ARBITRATION PROGRAM OR GUARANTY FLT-D L�DER,1%.IGL c.142A.
SIGNED L-iJERPENALTI~.S OE PERJURY
I hereby apply for a pe='t as the a?eut of tee 0w_aer.
+/S1pL 20Grc�i y-N1 tw1�`I i�.`C. (oc�1?`F
Da`e Contractor'Narne P.eg;s�a. `ioe N c
OR
Dare Owner's'Name
Q:foms:hcmea`6dav
-Z Board of Building Regula ons and Standards
One Ashburton Place - Room 1301
Boston. Massachusetts 02108
Home Improvement Contractor Registration
Registration: 100134
Type: Private Corporation
Expiration: 6/9/2006
ROGERS & MARNEY, INC.
Charles Rogers
P.O. BOX 310
Osterville, MA 02655
Update Address and return card.Nlark reason for chang
- ElAddress Renewal Ej Employment Lost Card
0PS-CA1 C# SOM-04104-GlO1216
,� �le TJomvreancueall� a�,/Cla�ac%uvetiss
-� 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:
Registration: 100134 Board of Building Regulations and Standards
One Ashburton ce Rm 1301
Expiration:..=.6/92006 Boston,Nfa.0
-Type.=_Private Corporation
ROGERS&MARNEY,INC. :=_=
Charles Rogers
445 WEST BARNSTABLE ROAD
lsterville,MA 02655 Administrator Not valid wi out signature
�Q�h4l�ddli�l��r
License: CONSTRUCTION SUPERVISOR
g� l—'Restdcte
Number: CS 016174
Birthdate::.05/07/1939
Expires:05/07l2006Tr.no: 23796
'00 .
CHARCES D ROGERS_
PO BOX 310
OSTERVILLE, MA 02655
Acting-CdWi mis over
Assessor's Office(1st floor) Map Lot N) Permit#
Conservation Office(4th floor) RS Date Issued 6 —,2
.1
Board of Health(3rd floor)(8:30-9:30/1:00-2:00) Fee pd .
Engineering Dept.(3rd floor) House#1
IKE
Planning Dept.(1st floor/School Admin.Bldg.) 6P, Z,,
ILARNSTABLE.
Definitive Plan Approved by Planning Board 19 ` ��&A . e
TOWN OF BARNSTABLE'f`'
_ Building Permit Applic4tion �� �,Lt►,
Project Street Address 22W_1e4< 8Rd,ZZ O 00
Village 05
Owner p Address
,Telephone
Permit Request
r
-Total 1 Story Area(include 1 story garages&decks) square feet
Total 2 Story Area(total of 1st&2nd stories) square feet
Estimated Project Cost $ ?, QO y
Zoning District /� Flood Plain Water Protection
Lot Size Grandfathered-?
Zoning Board of Appeals Authorization Recorded
Current Use �� Proposed Use 5 _
Construction Type
Commercial Residential L/
Dwelling Type: Single Family Two Family Multi-Family
Age of Existing Structure V& ? Basement Type: Finished
Historic House Unfinished t/.
Old King's Highway '
Number of Baths No.of Bedrooms 3
Total Room Count.(not including baths) 1 First Floor /
Heat Type and Fuel Q2-3 Central Air Fireplaces /
Garage: Detached. Other Detached Structures: Pool
Attached L1_11*_ Barn
None Sheds
Other
Builder Information
Name Telephone Number
Address License#
Home Improvement Contractor#
Worker's Compensation#
NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS
PROPOSED STRUCTURES ON THE LOT.
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
J
SIGNATURE T/11L /�(, DATE
BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S)
-FOR OFFICIAL USE ONLY ,
PERMIT NO. T �3 71Y
DATEISSUED June 2, 1995 h
MAP/PARCEL NO. 142.007
ADDRESS 141 Tower Hill Rd. VILLAGE Osterville, MA '
OWNER Elena Tobin s -
DATE OF INSPECTION:
FOUNDATION
i
FRAME t
INSULATION-
,
FIREPLACEJ
ELECTRICAL: ROUGH FINAL
PLUMBING: ;f6UGH J FINAL
GAS: It UCIH.`. FINAL -
FINAL BUILDING
DATE CLOSED OUT ' " ` y2,lr
J ! f
.:.— Ft
ASSOCIATION PLAN NO.
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! SCALE: APPROVED BY; DRAWN BY \"S
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DATE: µl� �(o REVISED
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DRAWING NUMBER
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