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TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map Parcel Permit# j
Health Division (' -282 3 Iq Date Issued
Consvrvation Division Application Fee
Tax CoPlactor Permit Fee R.2 o V
Treasurer
Planning Dept. EXISTING SBM
Date Definitive Plan Approved by Planning Board LIMITED To..Zjp OF BEDROOMS
Historic-OKH Preservation/Hyannis
Project Street Address I!�-/ C i i���G- 4iz
Village
Owner 5ArJDA - 0,n�vR! -1 Address �9666 ?4A14./¢ve
Telephone OR, jje_dPy 7— e%. U6 60,1_ 19,1d r,Zo3-
Permit Request 4-4 -rvn 21 — Nam,) 1,I1A✓�✓S
Square feet: 1 st floor: existing Lo` 6 proposed'160 2nd floor:existing a proposed 57�. Total new 732
Zoning District Flood Plain Groundwater Overlay
Project Valuation$o" !!�64 coO Construction Type lJc� re
Lot Size 17, f9rm Grandfathered: aYes ❑No If yes, attach supporting documentation.
Dwelling Type: Single Family d] Two Family ❑ Multi-Family(#units)
Age of Existing Structure Imo(59-' Historic House: ❑Yes VNo On Old King's Highway: ❑Yes �(No
Basement Type: *Full `Crawl ❑Walkout ❑Other
Basement Finished Area(sq.ft.) �Sz Basement Unfinished Area(sq.ft) f p 4 D
Number of Baths: Full: existing o2 new I Half:existing new
Number of Bedrooms: existing new- O _IwhIh*` 1 i A'd
Total Room Count(not including baths): existing S new_ _ First Floor Room Count 5 2x 5 P'13
Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other
Central Air: ❑Yes No Fireplaces: Existing KI u New Existing wood/coal stove: ❑Yes �A No
Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size
Attached garage:*xisting O new size Shed:❑existing ❑new size Other: 5
Zoning Board of Appeals Authorization ❑ Appeal# Recorded LJ
Commercial ❑Yes ❑ No If yes,site plan review#
Current Use Z054 6► Le 4. Proposed User _ Stl-►�n : -_ _.-
BUILDER INFORMATION
Telephone Number. `rl5-K6
Address License# C S t b 9 S l
Ile19-Ps 02&32- Home Improvement Contractor# - IA- .
- Worker's Compensation# (e co Soo
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �arhSta6�P /err sot- a�j
SIGNATURE DATE
r► I
FOR OFFICIAL USE ONLY
PERMIT NO. + f
DATE ISSUED ~
MAP/PARCEL NO.
ADDRESS - VILLAGE - -
OWNER
DATE OF INSPECTION:
FOUNDATION
FRAME d��
-1511-'tT .
INSULATION pt
FIREPLACE .
4 i
ELECTRICAL: ROUGH FINAL ~ -
PLUMBING: ROUGH tt FINAL
GAS: ROUGH FINAL
FINAL BUILDING
O
rr
DATE CLOSED OUT 4,
co
ASSOCIATION PLAN NO. CZ -
0
ctz •
1
}' The Commonwealth of Massachusetts `
Department of Industrial Accidents
600 Washington Street
Boston,Mass. 02111
Workers' Com ensation Insurance Affidavit-General Businesses
address,
city fer-( I t state: /Nr/� ziu: Z- -phone# 175--/6"oG
work site location(full address): L &XQ yg f/9 4v
❑ I am a sole proprietor and have no one Business Type: ❑Retail❑RestaurantBar/Eating Establishment
working in any capacity. ❑Office❑Sales(including Real Estate,Autos etc.)
❑I am an em toyer with eta 10 es full&par,time). Other
I am an employer providing workers' compensation for my employees working on this job.
C.
coIDl7anVIlame• LTV`f W(c.—�— `•'
�. /�A,
L:
sddr'ess:
bone.#• rjS�tgQC�.
city -p
inyvrance.cot.: w"I-VA.' ::.1 of ow#
I am a sole proprietor and have hired the independent contractors listed below who have the following workers'
compensation polices-
comp n name•
address: '
city phoiie
insurance co. "'
o is
comueny
address
citg•:.': :' phone#: .. .
iiisursnce eo. olicv
Faflure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or
one years'imprisonment as well as civll penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me- I understand that it
copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification.
I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct
Signature , s cl If Date 2--Z
Print name t lA 5 L- W tr�. e�rr.5' S r- Phone# '7 S—/S d-C, —
f
official use only do not write in this area to be completed by city or town official
city or town, permit/license# ❑Building Department
❑Licensing Board
❑check if immediate response is required ❑Selectmen's Office E
❑Health Department
contact person: phone#; ❑Other
(i vDed Sept 20M) - - -
r.
Information and Instructions
Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their
employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract
of hire, express or implied, oral or written.
An employer is defined as an individual,partnership, association,corporation or other legal entity, or any two or more of
the foregoing engaged in a joinf enterprise, and including the legal representatives of a deceased employer, or the receiver or
trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a
dwelling house having not more than three apartrnents and who resides therein, or the occupant of the'dwelling house of
another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or
binding appurtenant thereto shall not because of such employment be deemed to be an employer.
MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal
of a'license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has
not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the
commonwealth nor any of its political subdivisions shall enter into'any contract for the performance of public work until
acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting
authority.
Applicants
Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation. Please
supply company name, address and phone numbers along with a certificate of insurance as all affidavits may be submitted
to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the
affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being
requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are
required to obtain a workers' compensation policy,please call the Department at the number listed below.
City or Towns
Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the
affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please
be sure to fill in the pernrit/license number which will b'e used as a reference number. The affidavits maybe returned to
the Department by mail or FAX unless other arrangements have been made.
The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions,
please do not hesitate to give us a call.
The Department's address,telephone and fax number:
The Commonwealth Of Massachusetts
Department of Industrial Accidents
WIN of Imsffgatlons
600 Washington Street
Boston,Ma. 02111
fax#: (617)727-7749
phone#: (617) 7274900 ext. 406
DOUR'► W LLTAMS CUSTn1� BUTL.DING CO.
P.O. Box 1069, Centerville,Massachusetts 02632-1069
Centerville,Mass 508-775-1500/1-866-524-0070
www.capecodhomebuilder.com e-mail homebuilda@comcast.net
.�..,,, ..
E.OARp OF W f ING REC�UWTIQN�
LlCense C NSTRUCTION SUPERVISOR ,
I�umbe� �\ 016981.
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Tr.hp.. 18047
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IY DOUGLA$L WIL
PO..PDX 1069 /"
4_ s.;e
k CENTERVILLE, MA 025 gcUn
�: 9 p:: 101 over
Fs�T Town of]Barnstable
Regulatory Services
l Thomas F.Geiler,Director
nsass.
94p i679' p�� Building Division
Tom Perry,Building Commissioner
200 Main Street, Hyannis,MA 02601
Fax: 508-790-6230
Office: 508-862-4038 ,
Permit no.
Date
AFFIDAVIT
HOME IMPROVEMENT CONTRACTOR LAW
SUPPLEMENT TO PERMIT APPLICATION
MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion,
improvement,removal,demolition, or construction of an addition to any pre-existing owner-occupied
building containing at least one but not more than four dwelling units or to structures which are adjacent to
such residence or building be done by registered contractors,with certain exceptions,along with other
requirements.
Type of Work: i e ��� Estimated Cost
Address of Work:
Owner's Name:
Date of Application: i12V_
I hereby cerfify that:
Registration is not required for the following reason(s):
Work excluded by law .
❑Job Under$1,000
C]Building not owner-occupied
[]Owner pulling own permit
Notice is hereby given that:
OYMRS PULLING THEIR OWN PERNIIT ORDROYEMEN WORK EALING WITH GO NOT HAVE
CONTRACTORS FOR APPLICABLE HOME IMP
ACCESS TO TM ARBITRATION PROGRAM OR GUARANTY FUND UNDERMGL c.142A.
SIGNED UNDER PENALTIES OF PERJURY
I hereby apply for a permit as the agent of the owner:
to
Contractor Name Regi tration No.
D
OR
Date Owner's Name
Q:famis:homeafFidav
t, To:
Town of Barnstable Building Department February 25,200�,
We the undersigned give pernussion for uudding pernut application to
Doug Williams,DBA,Doug Williams Custom Building Co,Box 1069 Centerville,Mass 02632, 508 775
1500
ci'uuiy cx,Sauiuii iw7cy
114 Centerville Ave,
Craigville
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.CONCRETE COVERS
••! 4"CAST IRON 9 Jneeeos FN.GRigaG" e
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OR SCHEDULE 40 - 4"SCHEDULE 40 P.V.C.(ONLY)P,V.C.PIPE MIN. PIPE-M IN. B MIN. 36"MAX.PITCH 1/4 PERF'f. PITCH 1/4"PER.FT,
LEACHING TRENCH (......REOUIREOI
11111 1 -1 WASHEDTI STONE -
INV
:•! EL..... iNVE T INVERT c o m a ia• n /Za
,•, SEPTIC TANK 1 DIST. `
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INVERT ELJ.Z.(•.L. BOX EL 3 4"-11/2"WASHED STONE .. J.
GAL.. ,..- INVEERRT� INVERT Fi,/S-S7 -
EL/./.:k'�.. FLOWDIFFUSORS INVERT
• •.� 6"CRUSHED STONE EL/t:' { )REQ. EL••'�:.A. .. -
' /S/ /8/ 'r /¢J
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34>: PROF]LE OF
SEWAGE DISPOSAL SYSTEM GR01ND WATER TABLE
SOIL LOG TYPICAL cRoss SECTION
DATE NO SCALE LEACHING TRENCH
? .? .!Rg7. TIME /.%-'b.R!`.�. NO SCALE"-._
. TEST HOLE I TEST HOLE 2 " �•.. Ff✓.Co-./9-00' -
` ELEV.!ZP4a.... ELEV. .......... 'bESiGN" DATA: _
NUMBER OF BEDROOMS i ..'3..... ........ t WASHED MAX. .
9."MIN.
y�i--
7 •e"Jy,,��L7 - T07AL ESTIMATED FLOW ...3.30....GALLONS/DAY
'f �� 81 SwMoYL4sM - BOTTOM.LEACHINO, AREA..`3B¢.R SOFT./TRENCH 22 .: /yr•
f
SIDE LEACHING"AREA....//0,.4....SOFT./TRENCH/A¢.D.. 3/4=11/2"WASH 3a
GARBAGE;DISPOSAL N�-!E.350%AREA INCREASE) NE C Hda.
J?Na. TOTAL LEACHING AREA .. �?�...: SO.FT. ..
9en n
Q/0.35 PERCOLATION RATE .4rF3.?�e .Ir,M,/AC/'PER.INCH
LEACHING AREA PER PERCOLATION RATE 5c.SO.FT/C O,p
R7�J Si1+va A'AT GROUND -WATER TABLE
eL_7.ZZ APPROVED •„•,,,•„BOARD OF HEALTH
/ZZ°..WATER ENCOUNTERED
'- DATE.......
WITNESSED BY. ! AGENT OR INSPECTOR vyTN Or`� 0+4.µi°°`a.•;c
T ?ti yNiN r B - EDYwRD m
.. 4.... BOARD OF HEALTH .�oT . A... Z E
ENGINEER //¢CfiP.LYil1C /E 281 s'
Tl
EDW..... 2RGS. C'PAIGV LLLt c/sna�° e.e,e
PErmoNER PL/iL_--P pooeex �L uND �
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Permit Number
RFScheck Compliance Certificate Checked By/Date
2000 IF;CC;
REScheck Software Version 3.6 Release 2 2005.rck
Data filename: C:\Documents and Settings\Douglas Williams\Desktop\Doug Williams Building\Doorey energy
PROJECT TITLE: 114 Centerville Ave Mr. and Mrs. P. Doorey
CITY: Barnstable
STATE: Massachusetts
HDD: 6137
CONSTRUCTION TYPE: Single Family
WINDOW /WALL RATIO: 0.10
DATE: 03/02/05
DATE OF PLANS: Feb 2005
PROJECT DESCRIPTION:
add second floor aver garage
remodel
nwe siding roof and windows
DES IGNER/CONTRACTOR:
Doug Williams Custom Building Co
box 1069
Centerville, Mass 02632 775-1500
COMPLIANCE: Passes
Maximum UA=290
Your Home UA= 237
18.3%Better Than Code(UA) Gross Glazing
Area or Cavity Cont. or Door
Perimeter R U e R ValueIL-Eaclor UA
35
Ceiling 1: Flat Ceiling or Scissor Truss 992 30.0 0.0 1386 13.0 0.0 398
5
Wall 1: Wood Frame,. 16" o.c. 102 0.290 30
Window 1: Vinyl Frame:Double Pane with Low-E 42 0.350 15
Door 1: Solid 42 0.290 12 ,
Door 2: Glass 47
Floor l: All-Wood Joist/Truss:Ov er Unconditioned Space 992 19.0 0.0 _
Boiler 1: Other(Except Gas-Fired Steam), 92 AFUE
Air Conditioner 1: Electric Central Air, 11 SEER
COMPLIANCE STATEMENT: The proposed building design,described here is consistent with the building plans,
building has been designed to
specifications, and other calculations submitted with the permit application. The proposed
ti
REScheck Inspection Checklist
2000 IECC
REScheck So$ware Version 3.6 Release 2
DATE: 03/02/05
PROJECT TITLE: 114 Centerville Ave Mr. and Mrs. P. Doorey
Bldg.
Dept.
Use
Ceilings:
( ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation
Comments:
Above-Grade Walls:
Wall 1:Wood Frame, 16" o.c., R-13.0 cavity insulation
Comments:
Windows:
( ] 1. Window 1: Vinyl Frame:Double Pane with Low-E,U-fictor: 0.290
For windows without labeled U-factors, describe features:
#Panes Frame Type__Thermal Break? ( ]Yes No
( ]
Comments:
Doors:
( ] 1 1. Door 1: Solid, U-factor: 0.350
Comments:
( ] 2. Door 2: Glass, U-factor: 0.290
Comments:
� Floors:
( ] Floor 1: All-Wood Joist/Truss:over Unconditioned Space, R-19.0 cavity insulation
Comments:
Heating and Cooling Equipment:
( ] 1. Boiler 1: Other(Except Gas-Fired Steam), 92 AFUE or higher
Make and Model Number 11 SEER or higher
( ] 2. Air Conditioner 1: Electric Central Air,
Make and Model Number
Air Leakage:
( ] Joints, penetrations, and all other such openings in the building envelope that are sources of air
leakage must be sealed. riate air-tight assembly
( ] Recessed lights must be 1)Type IC rated, or 2)installed inside an appro p
with a 0.5" clearance from combustible materials. lfnon-IC rated, the fixture must be installed with a
3" clearance from insulation.
� Vapor Retarder:
( ] -in-winter side of all non-vented famed ceilings,walls, and floors.
Required on the warm
Table l: Minimum Insulation Thickness for Circulating Hot Water Pipes.
insulation TI-ucl<ness in Inches by Pine Sizes
ating Runouts Circulating Mains and Runouts
Heated Water Non-Circul
Up to 1" Up t_ -5" 1.5" t_o 2.0" Qv-err
Temperature(F l 1.5 2.0
170-180 0.5 1.0
0.5 0.5 1.0 1.5
140-169 0.5 1.0
100-139 0.5 0.5
Table 2: Minimum Insulation Thickness for HVAC Pipes.
by
Fluid Temp- Insulation Thickness in Inches Pine Sizes
Tunes Rangy 2" Runouts 1" and ess o S-'t-L
piping Syst -
Heating Systems 1.5 1•5 2.0
Low Pressure/Tem 120-
perature 22 -250 1.5
200 0.5 1.0 l.0 1.5
Low Temperature 1.0 1.5 2.0
Steam Condensate(for seed water) Any 1.0.
Cooling Systems 0.5 0.5 0.75 1.0
Chilled Water,Refrigerant, Below
Below 40 1.0 1.0 1.5 1.5
and Brine
NOTES TO FIELD(Building Department Use Only)
I
Materials Identification:
Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
[�] Materials and equipment must be identified so that compliance can be determined.
( � Manufacturer manuals for all installed beating and cooling equipment and service water beating
equipment must be provided eiRciency must be clearly
Insulation R values, glazing U'factors, and hearing and cooling equipment
marked on the building plans or specifications.
Duct Insulation:
Ducts in unconditioned spaces must be insulated to R-5.
Ducts outside the building must be insulated to R-6.5.
Duct Construction:
All joints, seams, and connections must be securely fastened v��ith welds, gaskets, mastics(adhesives),
tics must be rated UL 181A or UL 181B.
mastic-plus-embedded-fabric, or tapes. Tapes and mas
Exception:Continuously welded and locking-type longitudinal joints and seams on ducts
operating at less than 2 in. w.g. (500 Pa).
( �] The HVAC system must provide a means fir balancing air and water systems:
Temperature Controls:
[ for each separate HVAC system. A manual or automatic means to
Thermostats are required
partially restrict or shut of the heating and/or cooling input to each zone or floor shall be provided:
Service Water Heating:
must have a heat trap on both the inlet and outlet unless the
Water heaters with vertical pipe risers
[ or is art of circulating system.
� water heater has an integral heat trap P
[ �] Insulate circulating hot water pipes to the levels in Table 1.
Circulating Hot Water Systems:
' Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
( on/offheater switch and require a cover unless over 20
All heated swimming pools must have an °l0 of the heating energy is from non-depletable sources. Pool pumps require a time clock.
heating and Cooling Piping g Insulation:
[ V� HVAC piping conveying fluids above 105 OF or chilled fluids below 55°F must be insulated to the
J levels in Table 2.
I
meet the 2000 IECC requirements in REScheck Veision 3.6 Release
2(�imerly MECcheck) and to comply with the
mandatory requirements listed in the REScheck Inspection Checklist.
���a-- F�
Builder/Design( Date Z 2
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garage hdr
TJ-BearA6.16WalNumom`0 1MBusi 2 PCs of 1 3/4" x 91/41' 1.9E Microllam® LVL
User.2 SQrM 10:42:33 AM
Page EngfneVemion:1.16.s THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Product Diagram in Conceptual.
LOADS:
Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1'4"
Primary Load Group-Residential-Living Areas(psf):30.0 Live at 100%duration,12.0 Dead
Vertical Loads:
Type Class Live Dead Location Application Comment
Uniform(psf) Floor(1.00) 25.0 12.0 0 To 16' Adds To
Un form(psl) Floor(1.00) 20.0 12.0 0 To 16 Adds To
Unffonn(pff) Floor(1.00) 0.0 10.0 0 To 16'3" Adds To avg=8'
SUPPORTS: S�W6 #,c0c. �
Input rl Vertical Reactions(Ibs) Detail Other
Width Length Live/Dead/UpiMfTotal
1 Stud wall 3.50" 1.5(Y 8121544/0/1356 A3:Rim Board 1 Ply 1 12"x 9 1/4"1.5E TimberStrand®LSL
2 Stud wall 3.50" 1.50" 798/5361011333 A3:Rim Board 1 Ply 1 1/2"x 91/4"1.5E TimberStrandO LSL
-See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3:Rim Board
DESIGN CONTROLS:
Maximum Design Control Control Location
Shear pbs) 1329 -1179 6151 Passed(19%) Rt.end Span 1 under Floor loading
Moment(Ft-Lbs) 5286 5286 11204 Passed(47%) MID Span 1 under Floor loading
Live Load Defl(in) 0.341 0.398 Passed(U560) MID Span 1 under Floor loading
Total Load Defl(n) 0.569 0.796 Passed(L/335) MID Span 1 under Floor loading
-Deflection Criteria:STANDARD(LL:L/480,TL:L240).
-Bracing(Lu):All compression edges(top and bottom)must be braced at 9'2"o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
ADDITIONAL NOTES:
-IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be
accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design bads,and
stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate.
-Not all products are readily available. Check with your supplier or TJ technical representative for product availability.
-THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design methodology was.used for Building Code UBC analyzing the TJ Distribution product listed above. b A.AAAA
-Note:See TJ SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection. �(A OF Mass e'r
MICHELEC.
TUDOR m,�
PROJECT INFORMATION: OPERATOR INFORMATION: C-3 No.34774 in
DOUG WILLIAMS MICHELE TUDOR STRUCTURAL e
XTREME ENGINEERING 9FG/ST���G�
123 COTTONWOOD LANE A 10NAt�,��4
CENTERVILLE,MA 02632.1979
Phone:(508)771-7601
Fax :(508)771-7163
mctudor@comcast.net
Copyright ® 2094 by Trus Joist, a Weyerhaeuser Business
Microllam® is a registered trademark of Trus Joist.
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•� � � 10, gage joist
" '"`.e S"B°S 11 Mr" T " o/c
TJ-Beam®6.16 Serial Number.7004119008
User:2 5A92005 10:13:11 AM
Pagel Fngfne Version:1.16.5 THIS PRODUCTIMETS OR EXCEEDS HE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
1 2
b Zr A
Product Diagram is Conceptual.
LOADS:
Analysis is for a Joist Member.
Primary Load Group-Residential-Living Areas(psf):30.0 Live at 100%duration,12.0 Dead
SUPPORTS:
Input Bearing Vertical Reactions(lbs) Detail Other
Width Length Live/DeadlUplift/Total
1 Stud wall 3.517' 2.25" 440/176/0/616 A3:Rim Board 1'Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board®
2 Stud wall 3.50" 2.25" 440/176/0/616 A3:Rim Board 1 Ply 1 1/4"x 1170 0.8E TJ-Strand Rim Board®
-See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3:Rim Board
DESIGN CONTROLS:
Maximum Design Control Control Location
Shear(Ibs) 604 -600 1705 Passed(35%) Rt.end Span 1 under Floor loading
Vertical Reaction Qbs) 604 604 1202 Passed(50%) Bearing 2 under Floor loading
Moment(Ft-Lbs) . 3261 3261 6180 Passed(53%) MID Span 1 under Floor loading
Live Load Defl(in) 0 0.540 Passed(U594) MID Span 1 under Floor loading
Total Load Defl(in) 0 611 1.079 Passed(U424) MID Span 1 under Floor loading
TJPro 30 Passed Span 1
-Deflection Criteria:STANDAR L:U480, :U240),
-Deflection analysis is based on composite action with single layer of 19/32"Panels(20"Span Rating)GLUED&NAILED wood decking.
-Bracing(Lu):All compression edges(top and bottom)must be braced at 4'5'o1c unless detailed otherwise. Proper attachment and positioning of lateral
tracing is required to achieve member stability.
TJ-Pro RATING SYSTEM
-The TJ-Pro Rating System value provides additional.floor performance information and is based on a GLUED&NAILED 19/32"Panels(20"Span Rating)
decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling-5/8"Direct Applied Gypsum Ceiling,Strapping-
1 x4 Flat. A structural analysis of the deck has not been performed by the program. Comparison Value:1.69
ADDITIONAL NOTES:
-IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be
accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and
stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate.
-Not all products are readily available. Check with your supplier or TJ technical representative for product availability.
-THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above.
-Warning:Span exceeds Residential Specifier's Guide span(U480 table). Strength and stiffness requirements have been met.
PROJECT INFORMATION: OPERATOR INFORMATION: a a
MICHELE TUDOR ���H OF Mgss
XTREME ENGINEERING �p� MICC ELE gCoy
123 COTTONWOOD LANE TUC'.
CENTERVILLE,MA 02632-1979 � No. DOR rn
Phone:(508)771-7601 a SNo.34 UpAL
Fax :(508)771-7163
mctudor@comcast.net p 9gTE�EOCi
Copycight a 2004 by Trus Joist, a Weyerhaeuser Business
TJI4o and TJ-Beam® are registered trademarks of Trus Joist. -
e-[ Joist"',Pro"' and TJ-Pro" are trademarks of Trus Joist. .-
i
g� t � garage CLG
TJ 8.18 Serial Number�0�04;,`Bus 9 1/2" TJI® 230 16" o/c
User.2 SwWr,2 051o:45:51 AM
Pagel Engine VMS=:1.16.5 MEMBER IS INSUFFICIENT DUE TO LOAD
1 ,2
b 22'
Product Diagram is Conceptual.
LOADS:
Analysis is for a Joist Member.
Primary Load Group-Residential-Living Areas%psf):20.0 Live at 100%duration,12.0 Dead
SUPPORTS:
Input Bearing Vertical Reactions(Ibs) Detail Other
Ndth Length Uve/Dead/Uplift/Total
1 Stud wall 3.50" 2.25" 293/176/0/469 A3:Rim Board 1 Ply 1 1/4"x 910 0.8E TJ-Strand Rim Board®
2 Stud wall 3.50" 2.26' 293/176/0/469 A&Rim Board 1 Ply 1 1/4"x 912"0.8E TJ-Strand Rim Board®
-See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3:Rim Board
DESIGN CONTROLS:
Maximum Design Control Control Location
Shear(Ibs) 460 -457 1330 Passed(34%) Rt.end Span 1 under Floor loading
Vertical Reaction(Ibs) 460 460 1157 Passed(40%) Bearing 2 under Floor loading
Moment(Ft-Lbs) 2484 2484 3175 Passed(78%) MID Span 1 under Floor loading
Live Load Defl(in) 0.605 0.540 Failed(U428) MID Span 1 under Floor loading
Total Load Defl(in) 0.968 . 1.079 Passed(L268) MID Span 1 under Floor loading
TJPro 2 — 30 Failed Span 1
-Deflection Criteria:STANDARD(LL•U480,TLL240).
-Deflection analysis is based on composite action with single layer of 19/32"Panels(2("Span Rating)GLUED&NAILED wood decking.
-Bracng(Lu):All compression edges(top and bottom)must be braced'at 3'11"o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
TJ-Pro RATING SYSTEM
-The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32"Panels(2(Y"Span Rating)
decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling-50 Direct Applied Gypsum Ceiling,Strapping-
1 x4 Flat. A structural analysis of the deck has not been performed by the program. Comparison Value:1.37
ADDITIONAL NOTES:
-IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be
accomplished in accordance with TJ product.design criteria and code accepted design values. The specific product application,input design loads,and
stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate.
-Not all products are readily available. Check with your supplier or TJ technical representative for product availability.
-THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. ASH OFMq-Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. y� S
s
Warning:Span exceeds Residential Specfier's Guide span(U480 table). �0 MICHELE
-Live load on portion of joist area is very low. e o C.
TU yNv
DOR
rn
No.34774
PROJECT INFORMATION: OPERATOR INFORMATION: ® STRUCTURgL
DOUG WILLIAMS MICHELE'TUDOR 9�Q/STEPS a
O
XTREME ENGINEERING jONALE�`�G��
123 COTTONWOOD LANE P► vv���
CENTERVILLE,MA 02632-1979
` Phone:(508)771-7601
I Fax :(508)771-7163 (((
mctudor@comcast.net
Copyright ® 2001 by Trus Joist, a Weyerhaeuser Business
TJIQD grid TJ-Beam® are registered trademarks of Trus Joist.
e-r JoistTM,Pro"' and TJ-Pro" are trademarks of Trus Joist.
f
�T clg jst
"
TJ-Beam®8.18 Serial Number.700411900g x awn WI90'v 1 1/2" 11 1/4" 1.4E Solid S SP rucePine Fir#2 @ 16" o/c
User.2 515/200511:10:34 AM
Pagel Engine Version:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
b 22' 1
Product Diagram is Conceptual.
LOADS:
Analysis is for a Joist Member.
Primary Load Group-Residential-Living Areas(psf):20.0 Live at 100%duration,12.0 Dead
SUPPORTS:
Input Bearing Vertical Reactions(Ibs) Detail Other
Width Length Live/Dead/UpliftlTotal
1 Stud wall 3.50" 1.50" 293./176/0/469 By Others-Rim:Rim Board 1 Ply 1 1/2"x 11 1/4"1.5E TimberStrand®LSL
2 Stud wall 3.50" 1.50" 293/176/0/469 By Others-Rim:Rim Board 1 Ply 1 1/2"x 11 1/4"1.5E TimberStrand®LSL
-See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):By Others-Rim:Rim Board
DESIGN CONTROLS:
Maximum Design Control Control Location
Shear(Ibs) 460 -417 788 Passed(53%) Rt.end Span 1 under Floor loading
Vertical Reaction(Ibs) 460 460 956 Passed(48%) Bearing 2 under Floor loading
Moment(Ft-Lbs) 2484 2484 2653 Passed(94%) MID Span 1 under Floor loading
Live Load Defl(in) 0.523 0.540 Passed(U496) MID Span 1 under Floor loading
Total Load Defl(in) 0,836 1.079 Passed(U310) MID Span 1 under Floor loading
-Deflection Criteria:STANDARD(LL:U480,TL:L240).
-Allowable moment was increased for repetitive member usage.
-Bracing(Lu):All compression edges(top and bottom)must be braced at 4'3"olc unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
-The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase.
ADDITIONAL NOTES:
-IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be
accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and
stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate.
-Not all products are readily available. Check with your supplier or TJ technical representative for product availability.
-Solid sawn lumber analysis is in accordance with 1997 NDS methodology and is solely presented for comparison purposes. Program limitations and
assumptions about this analysis are available through the software's Ono ine Help. Trus Joist does not warrant the analysis nor the performance of solid sawn i
lumber matefials.
-Alkwable Stress Design methodology was used for Building Code UBC analyzing the solid sawn lumber material listed above.
-Warning:Span exceeds Residential Specifier's Guide span(U480 table). Strength and stiffness requirements have been met.
-Live load on portion of joist area is very low.
d /gd
PROJECT INFORMATION: OPERATOR INFORMATION: ySH OF MA
FOR: D.WILLIAMS MICHEL'E•TUDOR MICHELE �y
114 CENTERVILLE AVE.,CENTERVILLE XTREME ENGINEERING TUDOR m
123 COTTONWOOD LANE 0o No.34774
CENTERVILLE,MA 02632-1979 d STRUCTURAL
Phone:(508)771-7601
Fax :(508)771-7163 ► C'/STEPS
mctudor@oomcast.net ►► /ONAL q4®
Copyright !> 2004 by Trus Joist, a Weyerhaeuser Business
r
C:\Program Files\Trus Joist\TJ-Beam\Job Files\2005-78wILLIAMSMerp.sms
r
front BM
TJ-Beam6.1aSerialNum��'7� 4 Pcs of.1 3/4":`z 9 1/4" 1.9E MicrollamO LVL
User.2 51&'M5 10 47:53 AM
Pagel Engine Version:1.16.5 THIS-PRO:DU.CT`MEETS,OR EXCEEDS THE SET DESIGN
.CONTROLS.FOR THE'APPLICATION AND LOADS LISTED
Member Slope:OM2 Roof Slope0M2
1 t2
b 17 9"
An d-unensions are horizontal. Product Diagram lul Conceptual.
LOADS:
Analysis is for a Header(Flush Beam)Member. Tributary Load Width:9'
Primary Load Group-Roof(psf):25.0 Live at 125%duration,15.0 Dead
Vertical Loads:
Type Class Live Dead Location Application Comment ...
Uniform(psf) Roof(1.25) 25.0 0.0 0 To 13'9" Adds To drift
SUPPORTS:
Input Bearing Vertical Reactions pbs) Detail Other
Width Length LivelDead/Uplif total
1 Stud mall 3.50" 1.5(r 3094/1051[0/4145 L1:Blocking. 1 Ply 1 3/4"x 91/4"1.9E MicrollarnO LVL
2 Stud wall 3,50" 1,W' 3094/1051/0/4145 1-1:Blocking 1 Ply 1 3/4"x 91/4"1.9E Microllanig LVL
-See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking
DESIGN CONTROLS:
Maximum Design Control Control Location
Shear(Ibs) 4044 -3504 15378 Passed(23%) Rt.end Span 1 under Roof loading
Moment(Ft-Lbs) 13565 13565 28010 Passed(48%) MID.Span 1 under Roof loading
Live Load Deft(in) 0.393 0.447 . Passed(U410) MID Span 1 under Roof loading
Total Load Defl(in) 0.526 0.67.1 Passed(L/300) MID Span 1 under Roof loading
-Deflection Criteria:STANDARD(LI-1/360JI-1240).
-Bracing(Lu):Albcompression edges(top and bottom)must be braced at I V T'olc unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
-Design assumes adequate continuous lateral support of the compression edge:
ADDITIONAL NOTES:
-IMPORTANT! The analysis presented is output from software developed by Trus Joist.(TJ). TJ warrants the sizing of its products by this software will be
accomplished in accordance with TJ product design criteria and code accepted.design values. The specific product application,input design loads,and
stated dimensions have been provided by the software user.,This output has not been.reviewed by a TJ Associate.
-Not all products are readily available. Check with your supplier or TJ technical representative for product availability.
-THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above.
-Note:See TJ SPECIFIERS I BUILDER'S GUIDES for multiple ply connection..
A
THOP
�j�®®
PROJECT INFORMATION: OPERATOR INFORMATION:
p 9�,
FOR: D.WILLIAMS MICHELE Tl1DOR �'�� MICHELE C. yG�
114 CENTERVILLE AVE.,CENTERVILLE XTREME ENGINEERING e o TUDOR
123 COTTONWOOD LANE No.
CENTERVILLE,MA 02632-1979 < �rRUCTU
CTURAL r'
Phone:(508)771-7601 e�,�,��IST-15
Fax :(508)771-7163 G\
ONAL
mctudor@comcast.net e� d
Copyright H 2O04 iiy Trus Joist, a Weyerhaeuser Business •
T7icrollam® is a registered trademark of Trus Joist.
C:\Program Files\Trus Joist\TJ-Beam\Job Files\2005-78wILLIAHS2Brear.sms 7�a
rear BM .
TJ-Bearr�8.16SerialNum��`0U1;` 4 Pcs of 1 314" x 91/2" 1.9E Microtlam® LVL
User,2 5620051041:08 AM
Pagel Engine Version:1.16.5 MEMBER IS INSUFFICIENT DUE TO LOAD
Member Slope:oM2 Roof Slope CA 2
i ,2
b 73•S.. i
AN dimensions are horizontal. Product Diagram is Conceptual.
LOADS:
Analysis is for a Header(Flush Beam)Member. Tributary Load Width:17
Primary Load Group-Roof(psf):25.0 Live at 125%duration,15.0 Dead
Vertical Loads:
Type Class Live mead Location Application Comment
Uniform(psf) Roof(1.25) 25.0 0.0 0 To 13'9" Adds To drift
SUPPORTS:
Input Bearing Vertical Reactions(Ibs) Detail Other
Width Length Uve/Dead/Uplift/Total
1 Stud wall 3.50" 1.84" 4125/1364/0/5489 L1:Blocking 1 Ply 1 314"x 912"1.9E Microllam®LVL
2 Stud wall 3.5(7' 1.84" 4125/1364/0/5489 L1:Blocking 1 Ply 1 3/4"x 912"1.9E Micro!lam®LVL
-See TJ SPECIFIERS/BUILDERS GUIDE for detail(s):L1:Blocking
DESIGN CONTROLS:
Maximum Design Control Control Location
Shear(Ibs) 5356 -4624 15794 Passed(29%) Rt.end Span 1 under Roof loading
Moment(Ft-Lbs) 17964 17964 29437 Passed(61%) MID Span 1 under Roof loading
Live Load Defl(in) 0.485 0.447 Failed(L/332) . MID Span 1 under Roof loading
Total Load Defl(n) 0.645 0.671 Passed(L250) MID Span 1 under Roof loading
-Deflection Criteria:STANDARD(LI-1/360JI-1240).
Bracing(Lu):All compression edges(top and bottom)must be braced at 11'7"o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
-Design assumes adequate continuous lateral support of the compression edge:
ADDITIONAL NOTES:
-IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be
accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and
stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate.
-Not all products are readily available. Check with your supplier or TJ technical representative for product availability.
-THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY!, PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above.
-Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection.
AA
PROJECT INFORMATION: OPERATOR INFORMATION: ��yJH OF
FOR: D.WILLIAMS MICHELE TUDOR MICHELE 9
114 CENTERVILLE AVE.,CENTERVILLE XTREME ENGINEERING ♦� C.
�m
TUDOR
123 COTTONWOOD LANE 0o No.34774
CENTERVILLE,MA 02632-1979 STRUCTURAL s
Phone:(508)771-7601 9 �
Fax :(508)771-7163 s '/STEP���,"
mctudor@oomcast.net ► /OIVAL �a�
�
♦
Copyright 0 2004 by Trus Joist, a Weyerhaeuser Business
Nicrollam® is a registered trademark of Trus Joist.
C:\Program Files\Tnis Joist\TJ-Beam\Job File s\2005-7BwILLIAM52Bfr-ont..sms ��
0 Barnstable Assessing Search Results Page 1 of 3
�r
01111.
Home: Departments:Assessors Division: Property Assessment Search Results
New Search ` s
G New Interactive Maps >>
Owner: 2007 Assessed
Values:
DOOREY,SANDRA M
114 CENTERVILLE AVENUE Appraised Value Assessed Value
Map/Parcel/Parcel Extension Building Value: $ 142,200 $ 142,200
226 /109/ Extra Features: $ 1,800 $ 1,800
Outbuildings: $700 $700
Mailing Address Land Value: $•240,500 $240,500
DOOREY,SANDRA M 1/
otals $385,200 $385,200
P o Box 87 � �,N
W HYANNISPORT, MA.02672
Y
2007 REAL ESTATE Tax Information: Tax Rates: (per$1,000 of valuation)
Community Preservation Act Tax $73.03 Fire District Rates Town
Barnstable-All Classes $2.10 $6.32
C.O.M.M. -All Classes $1.03 Commei
C.O.M.M. FD Tax(Residential) $396.76 Cotuit FD-All Classes $1.34 $5.57
Hyannis-Residential $1.54 Persona
Town Tax(Residential) $2,434.46 Hyannis-Commercial $2.37 $5.57
Hyannis-Personal $2.37 Other R;
W Barnstable-Residential $2.02 Commur
W Barnstable-Commercial $1.69
W Barnstable-Personal $1.69
Total: $2,904.25
Construction Details
4.. Property Sketch & ASI
Building < Property Sketch Leg Ind
Building value $ 142,200 Interior Floors Hardwood
Style Ranch Interior Walls Plastered
Model Residential Heat Fuel Gas
Grade Average Minus Heat Type Hot Air
Stories 1 Story AC Type Central
http://www.town.bamstable.ma.us/assessing/assess06/displayparcelO7map.asp?mappar=226... 6/4/2007
0 Barnstable Assessing Search Results Page 2 of 3
Exterior Walls Vinyl Siding Bedrooms 3 Bedrooms
Roof Structure Gable/Hip Bathrooms 3 Full 4
F> P `
Roof Cover Asph/F GIs/Cmp' living area 2072 M
Replacement Cost $236924 Year Built 1958 ,,,,,,,,',
Depreciation 5 Total Rooms ,
S
Land
CODE 1010 ''
Lot Size(Acres) 0.41
Appraised Value $240,500
AsBuilt Card N/A
Assessed Value $240,500
View Interactive Maps >
Sales History:
Owner: Sale Date Book/Page: Sale Price:
DOOREY, SANDRA M Feb 22 2006 12:OOAM 20759/340 $ 100
DOOREY,SANDRA M&PHILIP S Apr 28 2005 12:OOAM 19765/037 $ 100
DOOREY,SANDRA M Jan 8 1999 12:OOAM 97P1730EP1 $0
STRANIUS, ELSIE G Oct 15 1988 12:OOAM 6489/185 $ 1
STRANIUS, KARL 876/589 $0
Extra Building Features
Code Description Units/SQ ft Appraised Value Assessed Value
SHED Shed 100 $700 $700
FPL Fireplace 1 $ 1,800 $ 1,800
Property Sketch
Legend
BAS First Floor, Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished)
BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished)
CAN Canopy FUS Second Story Living Area UST Utility Area(Unfinished)
(Finished)
FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story
(Unfinished)
FCP Carport GRN Greenhouse UUA Unfinished Utility Attic
FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story
(Unfinished)
FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck
http://www.town.bamstable.ma.us/assessing/assess06/displayparcelO7map.asp?mappar=226... 6/4/2007
r -
Y
Barnstable Assessing Search Results Page 3 of 3
FOP Open or Screened in Porch TQS Three Quarters Story(Finished)
http://www.town.bamstable.ma.us/assessing/assess06/displayparcelO7map.asp?mappar=226... 6/4/2007
Y-C8 Cam' I � `LT�c. - -
( I'11Yd^JILT//
�1' I
IMPORTANT- UPGRADE REQUIRE
SMOKEDETECTO REVIEWED
'STATE BUILDING CODE REQUIRES THE-UPGRADING OF ._.
SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN LE BUILDIN DEPT. DATE
ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED
NOTE: -A SEPARATE PERMIT IS REQUIRED''FOR THE FIRE DEPARTMENT. DATE -
INSTALLATION OF.SMOKE DETECTORS-THE ELECTRICAL
PERMIT DOES NOT SATISFY THIS REQUIREMENT,' BOTH SIGNATURES ARE REQUIRED FOR PERMITT/N0
,
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'�• STNUCTURAL y
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11�-( Cew'Iuu,Ue �-vZ.
e Town of Barnstable
� �8M I3epartment of Health Safety and Environmental Services
,e34
o�• Building Divisi®n
367 Main Street,Hyannis,MA 02601
Office: 508-862.4038
Fax: 508-790-6230
PLAN REVIEW
Owner: r °- Map/Parcel:
Project Address: P �1���4 V �� ve Builder:
The following items were noted on reviewing:
c—
e v'
2
,l
Reviewed by: J/
_ r
Date:
0
drop for
331-3" ,L21-2"
N
drop here for.door 4'opening
8 foot walls here
short work for garage here
• A N
o compact fill here
1l N
O
v
2'area beside old footing 22 x 26 garage
'(�\ 11411 n
V
" 16-9 open
for garage door
.V) 4 drop he
161-00
bolts as required
8'wall on 10"footings in full section
4"concrete floors with 6-mill poly under
off-set wall at pont'A'to allow for framing
prop top of Garage Wall at" B" to 8"above driveway level dril into exsisting block wall and pin and seal
Daug Williams Custom Bm'ldatg Co
revived plan for 114 CentetvOle Ave
Omtervt'l)e 5-2 WEo
i
I ,
oFtHE rq,,, Town of Barnstable
r
Regulatory Services
RARNSrnsLE,
v MASS. g Thomas F. Geiler,Director
Qjp .s6gq ♦0
TF1639 Building Division
Thomas Perry,Building Commissioner
200 Main Street, Hyannis, MA 02601
www.town.barnstable.ma.us
Office: 508-862-4024 Fax: 508-790-6230
March 6, 2007
Ms. Sandra Doorey
2060 Park Avenue
Bridgeport, CT 06601
Re: Illegal Apartment: 114 Centerville Avenue Centerville, MA 02632
Map: 226 Parcel: 109
Our records indicate that your house at the above-referenced location is currently being
used as a multi-family home, which is contrary to Barnstable Zoning Ordinances.
Violation of zoning ordinances is a misdemeanor, conviction for which results in a
criminal record.
You must contact this office within 14 days to either:
• Apply for a building permit to restore the property to a one-family home
• Apply to the Amnesty Program
• Prove that this is a legal multi-family home.
Please contact this office immediately to tell us what direction you wish to take.
Si cer
_ C_�
Linda Edson
Amnesty Zoning Enforcement Officer
Building Department
gfouns:zoning3
_--Parcel Detail Page 1 of 3
W YFI n�
Lagged In As: Tuesday, Ma
r�
Parcel Lookup
Parcellnfo
......... ........_...
Parcel ID 1226-109 Developer LOT 1 &
Lot
Location 114 CENTERVILLE AVENUE Pri Frontage 145
_... __....._r. �.. ....... _. ........__ __.._........_ ._._.._ .. ,. .. v.....
Sec Road;OLD CRAIGVILLE ROAD sec'107
Frontage .
.............. ......... ......... _ ........... ............
village lCENTERVILLE Fire District C-O-MM
3
...................................................... .......... . .............. ............................._............................................................_ _......
sewer Acct. Road Index=0274
Wm.--pW
Interactive ; w I
Map
s �
Owner Info
owner 00OREY, SANDRA M Co-Owner'
.........
Streets j2060 PARK AVE Street2
City;BRIDGEPORT State CT Zip06601 Country
L - _... ....... ........... ............--
Acres,0.41 Use[Single Fam MDL-01 zoning RB Nghbd 0109
_.._. _.._.....
Topography Level Road Paved
Utilities:Public Water,Gas,Septic Location
Construction Info
--
Building
Year r Roof ...... Ext
Built`1958 struct,Gable/Hip wall,Vinyl Siding
Effect 2575 µ W ry .. RoofAsph/F...GIs/Cmp AC Central"..._
Area Cover= Type
nt Bed
style;Ranch wall-Plastered Rooms 3 Bedrooms
_..__.
Model .Residential Int lath 3 Full
Floor L Rooms!
Minus Heat
Grade;Average Hot Air Total
Type, Rooms
http://issgl/Intranet/propdata/ParcelDetail.aspx?ID=15697 3/6/2007
-14Parcel Detail Page 2 of 3
i ----g-P
Heat Fo
und- .................................
Stories 11 Stor Gas
........................................ Fuel --J ation Jypical
Permit History_.. .....y .
Issue Date Purpose Permit# Amount Ins p Date Comrr
5/16/2005 Addition 84148 $200,000 11/7/2005 12:00:00 AM
............- .. I................ ..............-
Visit History _
--
Date Who Purpose
11/7/2005 12:00:00 AM Martin Flynn Call Back Next
12/14/2001 12:00:00 AM Paul Talbot Meas/Listed
Sales History
Line Sale Date Owner Book/Page Sale P
1 2/22/2006 DOOREY, SANDRA M 20759/340
2 4/28/2005 DOOREY, SANDRA M & PHILIP S 19765/037
3 1 8/1999 DOOREY, SANDRA M 97P1730EP1
4 10/15/1988 STRANIUS, ELSIE G 6489/185
5 STRANIUS, KARL 876/589
Assessment History
.......... .................. ................................ ........................................................
Save# Year Building Value XF Value OB Value Land Value Total Parc(
1 2007 $142,200 $1,800 $700 $240,500
2 2006 $112,200 $0 $700 $230,800
3 2005 $103,700 $0 $700 $209,400
4 2004 $84,000 $0 $700 $139,600
5 2003 $79,200 $0 $700 $46,400
6 2002 $74,900 $0 $500 $46,400
7 2001 $74,900 $0 $500 $46,400
8 2000 $71,600 $0 $300 $39,000
9 1999 $71,600 $0 $300 $39,000
10 1998 $71,600 $0 $300 $39,000
11 1997 $75,200 $0 $0 $35,500
12 1996 $75,200 $0 $0 $35,500
http://issql/intranet/propdata/ParcelDetail.aspx?ID=l 5697 3/6/2007
I
'Parcel Detail Page 3 of 3
13 1995 $75,200 $0 $0 $35,500
14 1994 $75;200 $0 $0 $38,300
15 1993 175,200 $0 $0 $38,300
16 1992 $85,700 $0 $0 $42;600
17 1991' $88,200 $0 $0 $56,700
18 1990 $88,200 $0 $0 $56,700
19 1989 $88,200 $0 $0 $56,700
20 1988 $53,500 $0 $0 $25,600
21 1987 $53,500 $0 $0 $25,600
22 1986 $53,500 $0 $0 $25,600
Photos
http://issql/intranet/propdata/ParcelDetail.aspx?ID=15697 3/6/2007
*THE
TOWN OF .BARNSTABLE
BARNSTABLE.
MAO&
2639-
a m BUILDING., INSPkCTOR
�
APPLICATION FOR PERMIT TO ..... T........ .... y.....A..
TYPE OF CONSTRUCTION ..........................
... ... ........... w................ ........
I rn
..............19F,z
TO THE INSPECTOR OF BUILDINGS:
The undersign
hereby applies for a permit according t th following info motion:
....... VIC Location ..... ...........r ...... 400
.........................................
Proposed Use ..........
Zoning District .... ...... . ... lire District .................. ..
.......................................................
44/v
Name of Owner ...... ............. *s..........Address .....W# .............................................
Nameof Builder ............ AJ.9./C.............................Address ....................................................I.................................
Nameof Architect .................... .............................................Address ..................................................................
Number of Rooms ....................... . ....... .....
................... ........................Foundation ....... ..... .............. .
Exierior ....................................................................................Roofing ........ ............A...ov...,4...... 4;9��&s.....
Floors ..........061Lj.c1-.,q e— . L
.............. ....... ....7..................;..........................Interior .....................................................................................
Heating ...................................................................................Plumbing ............................
Fireplace .................................I.................................................Approximate Cost ............... ..............
44)
Definitive Plan Approved by Planning Board ---------------------------------19----------
Diagram of Lot and Building with Dimensions
SUBJECT TO APPROVAL OF BOARD OF HEALTH
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19
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I hereby agree to conform to all the Rules and Regulations of the Town of Bansale reg in above
construction.
........................
Name ... azzl,
3 0-
16268 breezeway
-------------------..-----.. /
'
LocohonL|—/.. ..����_.____.. , |
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-- ............
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Owner ------.=—����!���-------- ' '
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Type of Construction --.. --.----..
!
----.—.—.------------.------..
P|cd ----',---- Lot ----------'
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Permit Granted JU�a J� lq �q � r
------------- .�
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Dote of Inspection lA-----' ( ~-
. Co
mpleted_ ---' . ' .
/ .
� PERMIT-REFUSED '
-----_-----..--------. 19 ^
__________________________
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—_-----------------------..
' �75
---------------------.-----
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Approved ................................................. lg
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........................................................ . .
'
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" drop for,
33'-3" Z_y
N
drop here fow.door 4'opening
8 foot walls here
short work for garage here
c compact fill here b
ww M =
b tV
• 7
2'area beside old footing 22 x 26 garage
ib
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211411 "
AL
16-9 open for garage door
4 drop here
Tr
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16-0"
A '�t .J
bolts as required
8'wall on 10"footings in full section
{�=5'•8"—� 4"concrete floors with 6-mill poly under
off-set wall at pont'A'to allow for framing
Drop top of Garage Wall at" B" to 8"above driveway level dril into exsisting block wall and pin and seal
Doug VVi%MM Custom Doming CO ,
revised.plan for 114 CenfietVd*Ave
Assessor's map and lot number
....... ...... .... .. ..
Sewage Permit number ....ypi .
TH E
TOWN OF BARNSTABLE
MARNSTAUL
S6"UL
INSPECTOR
N 39. BUI�LDI,NTG
APPLICATION FOR PERMIT TO ..................................................................
TYPEOF CONSTRUCTION .........V..... .................................................................... ...............
...X.M./V.....�2............19...1;7�
TO THE INSPECTOR OF BUILDINGS:
The undersigned hereby applies for a permit according to the fol,lowing information:
Location ............ ..........
ProposedUse .... ................. ........................................................................................ .........................
Z--7
ZoningDistrict .....................�6........................................Fire District ............................................
Name of Owner ........Address ..... ..1. .................
Name ......of Builder ...... ...Address ....................................................................................
......................Address ....................................................................................
Name of Architect .........
Numberof Rooms ..................................................................Foundation ..............................................................................
7—
Exierior . ....
Roofing ..............................................
Floors .......
.................... ......................................Interior ....................................................................................
Heating ...................................................................................Plumbing ...... ........
. ............................................
Fireplace ..................................................................................Approximate Cost ....... ........................................
Definitive Plan Approved by Planning Board ------------------------------19---T-- Area ...........
Fee
.................. ........... ...........
Dia r t-12-Z-
SUBJECT TO APPROVAL OF BOARD OF HEALTH
\7
I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above
construction.
Name ...A. .......................
Stranius, Karl
No ....17096 Permit for .....garage
f
Location ............1.1.4...Centervill.e...Ave. �- {
...........................Centervi-11.e...................... y'!
Owner Karl Stranius. . . . .................
..... ........ .. .... ....... .. ..
Type of Construction ..... frame.................... _ r ,�. • r
.� oe
.......................... . ................................................. # f �„ A f
1
Plot ............. ....... Lot ................................
oe
Permit-:Granted 19 74f'
ell
Date of Inspection ...... ...... .......
19
..
Date Completed / /7�
14.
PERMIT REFUSED
�.
......................................................... ..... 19
4.. ....................
............................................................................'s
............................................................................... ,�. 4 - r
f I is
Approved
"1 i
........................ ................................................... -� r t
L�
.................... ......................................................... j aA
t
Assessor's map and lot number R°
�'• b" •>r tit/ �.., z�r Y � ''�/
Sewage Permit number ......��N., �••.••• .••••••• .�
r �
Old " AR.NSTAB]L]E
' y�F THE TOWN
Q ♦O
EMSTLDLE
h
APPLICATION FOR PERMIT TO .... ........ L' �r
TYPE OF CONSTRUCTION .:... ...��.... .f .C�. ..-............... ........ ....... .......... ... . . ..
a.
t.i
{ .y.....1.7. ......19..7y
'..TO THE INSPECTOR OF BUILDINGS:
The undersigned'•hereby•a`ppliesyfor--"a permit-according 46o the' following -inf6irmcitioni
locption �y... t'7G� ���1�! ,�.....: .. . .:..... .......8. '���' .l ..E /.L G i.. l `S..
Proposed Use .... ...
�' /Z1.�. I'/1 Y
... .... .. ..... .. .. ...... ........... .. ...... ..
8 _ -
Zonm Distract Fire District � �T� ..................................................
g ........ ........................ ... .........
Name of Owner .. . Address.
1 ........ ............................................
^.
Name of Builder '........:...�2. �...............................Address .............................. ti
Name of Architect ..:..:..., ..,r ..�"��.........::.....................Address ....... ......... ^ti
... ......
Number of Rooms ........ ..........................Foundation ............ .... .... .....:.... . ...
{
Exlerior .... ........ .... .... . ....... ..... ... .................................Roofing ... .. ... ....
Floors �� . ...�..�/... ...... ........ ............. .. ..... Interior
r ,
Plumbing
Heating ........... ......:. . . ... ...... .. . l�
I
Fireplace`. . ,. .... .. .:. ... ..... ....:: ..::.... ..... .... ... ......Approximate. Cost•. �4
g
Definitive Plan Approved by Plannin Board ____19 _ ' X Area
4_— I�t arid Buil�ti�ig #t Bimensrons _ _ _ -. �J Fee... ... .. ..
SUBJECT TO APPROVAL OF. BOARD OF HEALTH
TICK
i,
#'�
! hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above
;••.construction. f
C _ ter, Name . . ". w �,.,,�!,f: :.:artii:�:Y�i 1...........
jj
-. .. .. ..
377
Stranius, Karl
A=226-109 /
Permit #14=06—
Garage
114 Centerville Ave.
Centerville
May 20, 1974