HomeMy WebLinkAbout0075 MERIDIAN WAY 1 7
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TOWN OF BARNSTABLE BUILDJNG PERMIT APPLICATION
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-Aap - 2 Jai Parcel ,lfl . `� Permit# 7
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Heaft Division 0 ' 2 M Date Issued
Conservation Division �> � �" 401WO &*t/ &v Application Fee
w ,y��v
Tax Collector "7 / Permit Fee
Treasurer N �� O6�w
P
OLO, jr-, ANT 3ttW OBTAIN A BE�BB
Planning Dept. I s S S NG DIMON UMON. $9�0
Date Def' (t' Ian Approved by P nng �ard Af U 2 e c-c 2 �-
IZ o �Lo
Historic- l�� Preservation/Hyannis
Project Street Address - IS- n4n d CL%L,4 D,--j Ion -7 1, ?a -7 3.?_S,12. �4
Village 6 ,I.Cr k2it- 0d1AQC
Owner AIZ cle doh,,A�ac, r'ye5 4,p,� Address 2'R lyLt eb sk ,
Telephone .SD� - ` ?-?-
Permit Request NeLt) x.�f r� �� r zv c.�
Square feet: 1st floor: existing proposed /L`f� 2nd floor: existing proposed Tot9ew oR2_.o I
Zoning District Flood Plain /+/o Groundwater Overlay /oT o&) T 7sc it, 7z
Project Valuation f`ZO e Construction Type UJnnd SR;
Lot Size ,39 Or sv Grandfathered: Elle's ❑No If yes, attach supporting rfia mentationn.
�- ��ccs► �JSS'Cs'.5�a� �hr4 G id��j rt�
Dwelling Type: Single Family Two Family ❑ Multi-Family(#units)
Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highw O'Yes ❑No
Basement Type: 0 II ❑Crawl ❑Walkout ❑Other
Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) lZ yo
Number of Baths: Full: existing new Z_ Half:existing new
Number of Bedrooms: existing new
Total Room Count(not including baths): existing new 7 First Floor Room Count
Heat Type and Fuel: ❑Gas ❑Oil Electric ❑Other
Central Air: ❑Yes El"N"o Fireplaces: Existing New vowe Existing wood/coal stove: ❑Yes @—
Detached garage:❑existing ❑new size y�lf Pool:❑existing ❑new size.w/ Barn:❑existing ❑new size
Attached garage:❑existing ❑new size A,1W Shed:❑existing ❑new size Other:
Zoning Board of Appeals Authorization ❑ Appeal# &1z Recorded❑
Commercial ❑Yes ❑ No If yes,site plan review# /sz
Current Use �/�� Proposed Use a-k-Ap
BUILDER INFORMATION
Name .'�,[�,ez,an �� f�� Telephone Number Sn� LI2y° Va 2�
Address ZZ� /2'?ef/ Si- Af- License# OS OZ y7 yo
C)/7�1G Home Improvement Contractor#
Worker's Compensation#
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE DATE C1120141,
FOR OFFICIAL USE ONLY
PERMIT NO.
DATE ISSUED
MAP/PARCEL'NO.
ADDRESS VILLAGE
OWNER -
DATE OF INSPECTION:
FOUNDATION' /�O/� ?���0 p /� P✓t
FRAME
3
INSULATION ,,g/A/ S
FIREPLACE
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGU c, FINAL "
Er
GAS: ROUGQ 12 FINAL
FINAL BUILDING
G
ewe
' DATE CLOSED OUT. `t tc
ASSOCIATION PLAN NO. `
I
i
`f64 N OF BARNSTABLE
CERTIFICATE OF OCCUPANCY
PARCEL ID 319 012 GEOBASE ID 23393
ADDRESS 75 MERIDIAN WAY PHONE
;BARN-�TABLE ZIP -
I
LOT 6 LOTS BLOCK LOT SIZE
DBA DEVELOPMENT DISTRICT BA
PERMIT 83229 DESCRIPTION CERTIFICATE OF OCCUPANCY
PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY
CONTRACTORS: PROPERTY OWNER Department of
ARCHITECTS: h.
Regulatory Services
TOTAL FEES: $25.00
BOND $.00 p�F
CONSTRUCTION COSTS $.00
756 CERTIFICATE OF OCCUPANCY 1 PRIVATE 01111
*
* BAMSTABL E,
MAKS.
BUIIT IN D i SON
BY
DATE ISSUED 04/06/2005 EXPIRATION DATE
i
THE FOLLOWING
IS/ARE THE BEST
IMAGES FROM POOR
QUALITY ORIGINALS)
I M ^C&L
DATA
ilrtl ; ' tx: F , J
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i 1� t
,
..• - I t tr
I)eparttnent of
Regulatory Services
ID
D rFD �
BUILDING-DIVISION
r P.
1 BY i
,
TH;S PERM T CONVEYS.NO RIGHT TO-OCCUERMANENI
PY_AN'CA STREET,PERMITTED.UNDDR HE BEWALK UILDING D NG CODEANY PART T�tUS T BE AIP°ROVEDTEMPORARILY
B ORARI UROS P T ON.STR
f, CROACHMENTS'ON PUBLIC PROPERTY,NOT.SPECIF
.ti ALLEY GRADES AS WELL AS DEPTH AND tOCATION.OF.PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC.WORKS.THE ISSUANCEI
?' PERMIT.DOES NOT,RELEASE THE,APPLICANT FROM THE"CONDITIONS OF ANY APPLICABLE SUBDIVISION'RESTRICTIONS
r <"
MINIMUM OF•FOUR:CALL INSPECTIONS REQUIRED APPROVED,PLANS MUST BE RETAINED ON JOB AND WHERE, APPLICABLE, SEPAF
FOR ALL CONSTRUCTION WORK: THIS CARD KEPT POSTED UNTIL FINAL'INSPECTION,
PERMI-TS ARE;REQUIRED,
n I.FOUNDATIONS OR FOOTINGS' HAS BEEN MADE..WNERE A CERTIFICATE_OF-0CCU ;ELECTRICAL,PLUMBING AND M
• 1 2..PRIOR TO COVERING STRUCTURAL MEMBERS PANCY IS REQUIRED; SUCH,BUILDING?SHALL NOT BE '• ANICAL INSTALLATIONS„_
(READY TO LATH).
i OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE.
3.INSULATION. /
t r 4.FINAL INSPECTION BEFORE OCCUPANCY. `
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al. : t
`.PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPRQVi
i BUILDING'INSPECTION APPROVALS 4,_F
/� ''`. l ,�� `��� .
f S'� 2 M / Ile,Fl�
/
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ENGINEERING_DEPAR T
'f 3 EATING INSPECTION APPROVALS //
r �,aft
y' BOARD OF HEAL H
' 2e Lid
'CS
SITE PLAN REVIEW APPROVAL
_r OTHER`. 14) .
,
• Gtl ��e' 4 ,
ATE
NS
NDIC
FVA
K SHALL NOT PROCEED UNTIL PE
STRUCT ON WORK RMIT ILL OIS NOT STARTED WITHIN SIX, CARD CALL AND VOID IF.CON7 N
O ME NU BE-IARRANG DOI
NSPECTOR HAS APPROVED THE
OUS STAGES�OF CONSTRUC MONTHS OF DATE THE PERMIT IS ISSUED AS ION PHONE OR WRITTEN NO
. NOTED ABOVE.
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oFt r Town of Barnstable
Regulatory Services
BARNSTABLE. : Thomas F.Geiler,Director
MASS.
1639. ,•0� Building Division
tFD MA'I
Tom Perry,Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-862-4038 Fax: 508-790-6230
HOMEOWNER LICENSE EXEMPTION A
` Please Print
DATE:_ &Z ZZ �-
JOB LOCATION: Z__O J Qcic4/4,7 9/Y�S �jf� 01 �---
number pp street village 7
"HOMEOWNER": �I.�/'�.Q✓1 /L
name home phone# work phone#
CURRENT MAILING ADDRESS: fl// S'f�c_r-
> 4/Yrs,(-ca, Di-7 VC
city/town state zip code
The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and
to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as
supervisor.
DEFINITION OF HOMEOWNER
Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to
be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A
person who constructs more than one home in a two-year period shall not be considered a homeowner. Such
"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be
responsible for all such work performed under the building permit (Section 109.1.1)
The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other
applicable codes,bylaws,rules and regulations.
The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department
minimum inspection procedures and requirements and that he/she will comply with said procedures and
requirements.
Signature o Homeowner
Approval of Building Official
Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the
State Building Code Section 127.0 Construction Control. .
HOMEOWNER'S EXEMPTION
The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions
of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such
work,that such Homeowner shall act as supervisor."
Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,
Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly
when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed 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 responsibilities,many communities require,as part of the permit application,
that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by
several towns. You may care t amend and adopt such a form/certification for use in your community.
Q:forms:homeexempt
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VARE FOOTAGE OF ALL E 'z'EOg 'LS`
3. SQVARBFOOTAGE OF ALL QtAZuIG"
�4. % GLAZING AREA(03 DIV BY#2)
5 SELECT PACY.AaETin�Q
TAR MORE ypLYED METHp17 s oD c)?M I-
a EKERC}Y I3EQLTIREMENTB
oTE ARE AVAIL�LL, ASK U9 FoR
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Affidavit of Substantial Financial Interest
1, ���,P�n�a� �I lP of Its�av� W64 617(f , on oath
depose and state as follows:
1. 1 am an applicant for a building permit for the property located at Map .3f9 , Parcel
__L2, The address of the property is (-
2. 1 have /� % legal or equitable interest in the real property which is the
subject of the building permit application which is identified in paragraph 1 above.
3. Within in the last twelve months from todaoy's date, which is � o z , the
following individuals or entities have had a 1 /o or greater legal or equitable interest in
the real property which is the subject of the building permit application which is
identified in paragraph 1 above:
Name Address
L+L��� �s 1 fUO Axe-(CG_-c a,,r 1
4. Within the last twelve months, from today's date,which is , I have had
:a 1% or greater legal or equitable interest in the following properties which have been
the subject of a building permit application:
MapiParcel .Address
5. Within this calendar year, I have submitted building permit applications for
property in which I have a 1% or greater legal or equitable interest.
6. Within the last ten days, I have submitted building permit applications for
property in which 1 have a 1% or greater legal or equitable interest.
7. Within this month, l have submitted building permit applications for property in
which I have a 1% legal or equitable interest.
8. Within this month, I have received building permits for property in which I have
a 1% legal or equitable interest.
Signed under the pains and penalties of perjury,.this.2-4 day of q , 200Y
2001-o050/affin 1
nn nTTERY/AFFIDAVIT
RESIDENTIAL BUILDING PERMIT FFIES
APPLICATION FEE Q,
New Buildings,Additions $50.00
Alterations/Renovations $25.00
Building Permit Amendment $25.00
FEE VALUE WORF:SHEET
NEW LrMG'SPACE
a� Z square feet x$961sq.foot=
�U�SZ x.0031=
plus from below(if applicable)
pL,TERA,TION S/RENO VATI ON S OF EXISTING SPACE
feet x$64/sq•foot= x.0031=
plus from below(lf applicable)
ACCESSORY STRUCTURE>120 sq.1t
>120 sf-500 sf $35.00 '
>500 sf-750 sf 50.00
>750 sf-1000 sf 75.00
>1000 sf-1500 sf 100.00
>1500 sf-Same as aew building permit: x.0031=
square feet x$961sq.foot=
STAND ALONE PERMITS
x$30.00=
Open Porch (number)
_x$30.00=
Deck (number
Fireplace/Chimney x$25.00=
(nUMb01)
Inground Swimming Pool
$60.00 '
Above Ground Swimming Pool
$25.00
00 '
Relocation/Moving $150.
(plus above if applicable) permit Fee
-2
projcost
B0 - BC CALC®2003 DESIGN REPORT- US Friday,January 30,200412:56
-e c<
Triple 1 3/4" x 14" VERSA-LAIN®3100 SP File Name: BC CALC Project:F1303
Job Name: Westhaver Res. Description:
Address: Lot 75 Meridin Way Specifier: Botello Lumber Co.Inc.
C-ity,State,Zip:Barnstable,Ma. Designer Same
Customer: Chip Westhaver Company:
Code reports: ICBO 5512,NER 629 Misc:
Standard Load-4T psf 1 10 psf Tributary 15-0D-W
Am
BO B1
5400 lbs LL 5400 lbs LL
1536 lbs DL 1536 lbs DL
Total Horizontal Length-1.8-00-00
General Data Load Summary
Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur.
S Standard Load Unf.Area Left 00-00-00 18-00-00 Live 40 psf 15-00-00 100%
Member Type: Floor Beam Dead 10 psf 15-00-00 90%
Number of Spans: 1
Left Cantilever: No Controls Summary
Right Cantilever. No Control Type Value %Allowable Duration. Load Case Span Location
Moment 31212 ft Ibs 71.7% 100% 2 1-Internal
Slope: 0/12 Neg.Moment 0 ft Ibs n/a 100%
Tributary: 15-00-00 End Shear 6037 lbs 42.5% 100% 2 1-Left
Total Load Dell. L285(0.758") 84.2% 2 1
Live Load Defl. U366(0.59-) 98.4% 2 1
Live Load: 40 psf Max Defl. 0.758" 75.8% 2 1
Dead Load: 10 psf Notes
Partition Load: 10 psf Design meets Code minimum(L240)Total load deflection criteria.
Duration: 100 Design meets Code minimum(L/360)Live load deflection criteria.
Disclosure Design meets arbitrary(1")Mabmum toad deflection criteria.
Minimum bearing length for BO is 1-12".
The completeness and accuracy of Minimum bearing length for B1 is 1-12".
the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+12 min.end bearing+12 intermediate bearing
who would rely on the output as
evidence of suitability for a Connection Diagram
particular application. The output Nailing schedule applies to both sides of the member.
above is based upon building Member has no side loads.
code-accepted design properties
and analysis methods. Installation Connectors are:16d Sinker Nails
of BOISE engineered wood
products must be in accordance a=2"
witty the current Installation Guide d
and the applicable building codes. b=3" a
To obtain an Installation Guide or if c-5" o
e 3" 0
you have any questions,please call =
(800)232-0788 before beginning - I-L
product installation. 0
BC CALCO,BC FRAMER®,BCI®, o o •
BC RIM BOARD-,BC OSB RIM e
BOARD-,BOISE GLULAMTM,
VERSA-LAW,VERSA-RIM®, b
VERSA-RIM PLUS®,.
VERSA-STRANDT-,
VERSA-STUDS,ALLJOISTO and
AJSTM are trademarks of
Boise Cascade Corporation.
Page 1 of 1
BC CALC®2003 DESIGN REPORT- US Friday,January 30,200414:06
Duadl6uple 1 3/4" x 14"VERSA-LAM®3100 SP File Name: BC CALC Project:FB02
Job Name: Westhaver Res. Description:
%ddress: Lot,7S Meridin Way Specifier. Botello Lumber Co.Inc.
'ity,State,Zip:Barnstable,Ma. Designer: Same
.ustomer: .Chip Westhaver Company:
:ode reports: ICBO 5512,NER 629 Misc:
3
2
1
LT
Standard Load-40 psf l 10 psf Tnt utary 15 0400
BO B1
10313 Ibs LL 10313 Ibs LL
3360 Ibs DL 3360 lbs DL
Total Horizontal Length-12-06-60
3eneral Data Load Summary
✓ersion: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur.
S Standard Load Unf.Area Left 00-00-00 . 12-06-00 Live 40 psf 15-00-00 100%
Member Type: Floor Beam Dead 10 psf 15-00-00 90%
Number of Spans: 1 1 Wall load. Unf.Lin. Left 00-00-00 124)600 Live 0 plf n/a 100%
:eft Cantilever: No Dead 60 ptf n/a 90%
Right Cantilever: No 2 2nd floor load. Unf.Lin. Left 00-00-00. 12-06-00 Live 600 plf n/a 100%
Dead 150 plf n/a 90%
31ope: 0/12 3 attic load. Unf.Lin. Left 00-00-00 12-06-00 Live 450 plf n/a 100%
Tributary: 15-00-00 Dead 150 plf n/a 90%
Controls Summary
Control Type Value %Allowable Duration Load Case Span Location
Live Load: 40 psf Moment 42726 ft-Ibs 73.6% 100% 2 1-Internal
Dead Load: 10 psf Neg.Moment 0 ft-Ibs n/a 100%
Partition Load: 0 psf End Shear 11120 Ibs 58.1% 100°/ 2 1-Left
Duration: 100 Total Load Dell. U400(0.375") 60.1% 2 1
Live Load Defl. LJ530(0283-) 67.9% 2 1
Disclosure Max Defl. 0.375" 37.5% 2 1
The completeness and accuracy of
the input must be verified by anyone Notes
Nho would rely on the output as Design meets Code minimum(1J240)Total load deflection criteria.
evidence of suitability for a Design meets Code minimum(L/360)Live load deflection criteria.
particular application. The output Design meets arbitrary(1")Maximum load deflection criteria.
above is based upon building . Minimum bearing length for BO is 2-1/4".
Dode-accepted design properties Minimum bearing length for B1 is 2-1/4".
and analysis methods. Installation Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+12 intermediate bearing
of BOISE engineered wood
products must be in accordance Connection Diagram
nd o the current Installation Guide
e
and Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each side.
To obtain an Installation Guide or a the applicable building codes
Bolts are assumed to be Grade 5 or higher.
you have any questions;please call Member has no side loads.
(800)232-0788 before beginning Connectors are:V2 in.Staggered Through Bolt
product installation.
BC CALC®,BC FRAMER®,BCW' a=2" bJ d
BC RIM BOARD'" BC OSB RIM b c "
BOARD-,BOISE GLULAMTM; =10 �—
VERSA-LAMM),VERSA-RIM®, d=24" a
VERSA-RIM PLUS®,
VERSA-STRAND-,
VERSA-STUD®,ALLJOISTO and
AJSTM are trademarks of G
Boise Cascade Corporation.
Page 1 of 1
BC CALC®2003.DESIGN REPORT- US Friday,January 30,200414:06
M��qA"
/4 1't
luadrvple 1 3/4" x 14"VERSA-LAM®3100 SP File Name: Chip Westhaver,Westhaver Res.:FB01
ob Name: Westhaver Res. Description:
address: Lot 75 Meridn Way Specifier: Botello Lumber Co.Inc.
Sty,State,Zip:Barnstable,Ma. Designer: Same
:ustomer: Chip Westhaver Company-
:ode reports: ICBO 5512,NER 629 Misc:
Standard Load-40 psf 110 psf Tributary 15-MM
03
x 1 _.:'•tea'' ._.•
18-00-O0 A16 08-00-00
BO B1 B2
1.465 Ibs LL 11104 Ibs LL 2215►bs LL
1297 Ibs DL 3286 lbs DL 33 Ibs DL
Total Horizontal Length-26-00-00
3eneral Data Load Summary
'ersion: US Imperial ID Description Load Type Ref. Star End Type Value Trib. Dur.
S Standard Load Unt Area Left 00400-00 26400-00 Live 40 psf 15-00-00 100%
tember Type: Floor Beam Dead 10 psf 15-00-00 90%
lumber of Spans: 2
.eft Cantilever: No Controls Summary
tight Cantilever: No Control Type Value %Allowable Duration Load Case Span Location
Moment 23716 ft4bs 40.8% 100% 2 2-Left
lope: 0/12 Neg.Moment -23716 ft Ibs 40.8% 100% 2 1-Right
'ributary: 15-00-00 End Shear 4855 Ibs 25.6% 100% 4 1-Left
Cont Shear 7408 Ibs 39.1% 100% 2 1-Right
Uplift 20701bs n/a 4 2-Right
Total Load Defl. L/646(0.334-) 37.1% 4 1.
ive Load: 40 psf Lire Load Defl.. L/826(0.261") 43.6% 4 1
)ead Load: 10 psf Total Neg.Defl. -0.044" .8.9% 4 2
'artition Load: 0 psf Max Defl. 0.334" 33.4% 4 1
luration: 100
)isclosure Cautions .
'he completeness and accuracy of UpI.i t of 2070 Ibs found at span 2-Right.
ie input must be verified by anyone Notes
rho would-rely on the output as vidence of suitability fora Design meets Code minimum(L/240)Total load deflection criteria.
meets Code minimum
articular application. The output Design (L/360)Live load deflection criteria.
bove is based upon building Design meets arbitrary(1")Mabmum load deflection criteria.
ode acce ted design properties Minimum bearing length for BO is 1-12".
P Minimum bearing length for B1.is 3".
rid analysis methods. Installation Minimum bearing length for B2 is 1-12".
roducls
f uctsOISE engineered wood Entered/Displayed Horizontal S must be in accordance Pan Len gth(s)=Clear Span+12 min.end bearing+12 intermediate bearing
rich the current Installation Guide Connection Diagram
nd the applicable building o Beams des. Bs 7 inches wide will be assumed to be either to loaded on loaded from each side.
o obtain an Installation Guide or if ig
ou have any questions,please call are assumed to be Grade 5 or higher.
ty�or equally
`
300)232-0788 before beginning Member has no side!Dads.
roduct installation. Connectors are:1/2 in.Staggered Through Bolt
IC CALC®,BC FRAMER®,BCI9,
tG RIM'BOARDTM BC OSB RIM a=2" b d
;0ARDTM,BOISE GLULAMTM =22-1/2"c �—
'ERSA-LAM®,VERSA-RIM®, d=10" 8
`ERSA-RIM PLUS®,
7_RSA-STRANDTM,
ERSA-STUDO,ALLJOISTO and
,JSTM are trademarks of
bise Cascade Corporation. C
•
'age 1 of 1
CALL US DIRECT AT: � y CALL US DIRECT AT
lelivery (508)'477-5868 CON T RAC T O R D I V I S I O N Toll Free (800) 834-3132
ales (508) 477-6575 CONTRACTOR DIVISION FAX 508 477-4279
Bowdoin Road, Mashpee, MA 02649 ( )
Mailing Address: P.O. Box V, OVte it MA p�655
SAD TO: .CASH AC�-��J: CASH-0B0
INVOICE #: 040509254210
DATE: 05/27/04
TIME: 07:33:02
SHIP TO: CHIP WESTHAVER SALES ID: JASON T
LOT 75 MERIDIN WAY DELIVERY: 06/27/04
BARNSTABLE RATE:
508-%2-7112 QUOTE
1000-19 PAGE 1 .
--------------------------------------------------------------------------------
**QUOTE************.***GUOTE**************GWTE**
** EXPIRATION DATE - 06/27/04 **
*ATE***************OUOTE**************QUOTE**
ITEM QTY U/M DESCRIPTION U-PRC PER NET ANT
---
QUOTE ID: CHIP WESTHAVER
**MODULE A.1ST DECK - 01/31/04**
FSS 3 ROLL FOAM SILL SEAL 50 FT ROLL 2.937 ROLL 8.81 .
2616 9 PC 2X6 KD SPRUCE #2+BTR 16 FT. 8.93 PC 80.33
2616PT 9 PC 2=161 _111 PRES.TREATED .2 12.390 PC 111.51
LVL1428 6-EACH 14" X 281.1-AMINATED BEAM 137.240 EACH 823.44
81-C 3 EACH 3-1/2XBv LALLYCOLUMN W/2-PLATE 21.500 EACH 64.50
SLUS21OZ 66 EACH 2X10 Z-MAZ JOISTHANGAR 0/CTN 0.810 EACH 53.46
SLUS2102Z 4 EACH 2X10 Z-MAX DBLE.JOISTHAN ER 25 1.520 EACH 6.08
21016 60 PC 2X10 KD SPRUCE #2+BTR 16 FT. 16.505 PC 990.30
21010 14 PC 2X10.KD SPRUCE #2+BTR 10 FT. 10.317 PC 144.44
34FTG 40 PC 3/4 T&G EXT.UL PLYWOOD 34.442 PC 1377.68
7412701562 10 EA 29 OZ. LUPXR LOCK CONS/ADHESI 2.790 EA 27.90
21012 9 PC . 2X10 KD SPRUCE #2+BTR 12 FT. 12.376 PC 111.38
2108 3 PC . 2X10 KD SPRUCE #2+BTR 8 FT. 8.246 PC 24.74
21.216 3 PC 2X12 KD SPRUCE #2+BTR 16 FT. 20.527 PC 61.58
**MODULE A.IST DECK TOTAL $3886.15**
**MODULE B.1ST WALL - 01/31/04**
248 225 PC 2X4 KD SPRUCE STUD 8 FT. 3.100 PC 697.50
2416 30 PC 2X4 KD SPRUCE #2+BTR 16 FT. 6.414 PC 192.42
248 175 PC 2X4 KD SPRUCE STUD 8 FT. 3.100 PC 542.50
2416 24 PC 2X4 KD SPRUCE #2+BTR 16 FT. 6.414 PC 153.94
268 12 PC 2X6 KD SPRUCE STUD 8 FT. 4.153 PC 49.84
1816RS 15 PC 1X8 R.S. SPRUCE GREEN 16, 6.370 PC 95.55
12CD 40 PC 1/2"'CDX PLYSCORE 4X8 21.792 PC 871.68
210i2 20 PC 2X10 KD SPRUCE #2+BTR 12 FT. 12.376 PC 247.52
1312 7 BNDL 1X3 STRAPPING .12 FT. 13.593 BNDL 95.15
138 2 MDL 1X3 STRAPPING 8 FT. 9.062 M 18.12
Fax us your orders 24 hours a day
CALLUS DIRECT AT: CALL US DIRECT AT:
-' -----
)elivery (508) 477-5868 C O N T R AG T O R D I V I S 10 N Toll Free (800) 834-3132
CONTRACTOR DIVISION
ales (508) 477-6575 508 FAX
Bowdoin Road, Mashpee,MA 02649 ( ) 47 -7 4279
SOLD TO: CASH Mailing Address: P.O. Box V,Os ivl9JM&ffif6
INVOICE #: 040509254210
DATE: 05/27/04
TIME: 07:33:02
-SHIP TO: CHIP WESTHAVER SALES ID: JASON T
LOT 75 MERIDIN WAY DELIVERY: 06/27/04
BARNSTABLE ROM:
508-%2-7112 * QUOTE
1000-19 PAGE 2
EXPIRATION DATE - 06/27/04
ITEM QTY U/M DESCRIPTION U-PRC PER NET AMT
21216 6 PC 2X12 KD SPRUCE #2+BTR 16 FT. 20.527 PC 123.16
**MODULE B.iST WALL TOTAL $3087.38**
**MODULE C.2141) DECK - 01/31/04**
21016 60 PC 2X10 KD SPRUCE #2+BTR 16 FT. 16.505 PC 990.30
34FTG 32 PC 3/4 T&G EXT.UL PLYWOOD 34.442 PC 1102.14
7412701562 8 EA 29 OZ. LUMBER LOCK CONS/ADHESI 2.790 EA 22.32
21012 9 PC 2X10 KD SPRUCE #2+BTR 12 FT. 12.376 PC 111.38
LVL1420 3 EACH 14" X 20' LAMINATED BEAM 98.030 EACH 294.09
SLUiS21OZ 34 EACH 2X10 Z-MAZ JOISTHANGAR 50/CTN 0.810 EACH. 27.54
SLUS2102Z 2 EACH 2X10 Z-MAX DBLE.JOISTHANGER 25 1.520 EACH 3.04
**MODULE C.2141) DECK TOTAL $2550.81**
**MODULE D.2ND WALL - 01/31/04**
248 225 PC 2X4 KD SPRUCE STUD 8 FT. 3.100 PC 697.50
2416 24 PC 2X4 KD SPRUCE #2+BTR 16 FT. 6.414 PC 153.94
1312 7 BNDL 1X3 STRAPPING 12 FT. 13.593 BNDL 95.15
21012 20 PC 2X10 KD SPRUCE #2+BTR 12 FT. 12.376 PC 247.52
248 175 PC 2X4 KD SPRUCE STUD 8 FT. 3.100 PC 542.50
2416 21 PC 2X4 KD SPRUCE #2+BTR 16 FT. 6.414 PC 134.69
12CD 46 PC 1/2" CDX PLYSCORE 4X8 81.792 PC 1002.43
268 12 PC 2X6 KD SPRUCE STUD 8 FT. 4.153 PC 49.84
21020 5 PC. 2X10 KI) SPR CE #2+BTR 20 FT. 20.364 PC 101.82
F 1818 5 EACH 3/4"X 7 114"X 181PVC/AZEK TRIM 39.350 EACH 1%.75
PVC1618 3 EACH 3/41X 5 1/2"X 181FVC/AZEK TRIM 30.200 EACH 90.60
TO BE RIPPED TO 3"
PVC1518 5 EACH 3/4"X 4 1/2"X 181PVC/AZEK TRIM 24.710 EACH 123.55
1816RS 16 PC 1X8 R.S. %1WCE GREEN 16' 6.370 PC 101.92
Fax us your orders 24 hours a day
G AWE
CALL US DIRECT AT: ���� CALL US DIRECT AT:
)elivery (508) 477-5868 CONTRACTOR DIVISION Toll Free (800) 834-3132
,ales (508) 477-6575 CONTRACTOR DIVISION FAX (508) 477-4279
Bowdoin Road, Mashpee, MA 02649
Mailing Address: P.O. Box V,Os������yyil�L MA 0265555
SOLD TO: CASH ACCT �tT: CASH-000
INVOICE #: 040509254210
DATE: 05/27/04
TIME: 07:33:02
SHIP TO: CHIP WESTHAVER SALES ID: JASON T
LOT 75 MERIDIN WAY DELIVERY: 06/27/04
BARNSTABLE RATE: .
5W%2-7112 * QUOTE
ION-19 - PAGE 3
**QUOTE***************QUOTE**************MMTE**
** EXPIRATION DATE - 06/27/04 **
*************ATE**************MTE**
ITEM QTY U/M DESCRIPTION U-MC PER NET AMT
**MODULE D.2ND WALL TOTAL $3j38.21**
**MODULE E. CEILING - 01/31/04**
21016 45 PC 2X10 KD.SPRUCE #2+BTR 16 FT. 16.505 PC 742.73
288 25 PC 2X8 KD 94MM #2+BTR 8 FT. 5.700 PC 142.50
2816 30 PC 2X8 KD STRUCE #2+BTR 10 FT. 7.260 PG 217.80
21212 3 PC 2X12 KD SPRITE #2+BTR 12 FT. 15.410 PC 46.23
21012 2 PC 2X10 KD SPRUCE #2+BTR 12 FT. 12.376 PC 24.75
58CD 65 PC 5/8", CDX PLYSCORE 4X8 27.542 PC 1790.23
**MODULE E. CEILING TOTAL $2%4.24**
**MODULE F EXT TRIM - 03/25/04**
PVC1818 1 EACH 3/4"X 7 1/411X 187PVC/AZEK TRIM 39.YjO EACH 39.35
PVC1518 1 EACH 3/4"X 4 1/2"X 181PVC/AZEK TRIM 24.710 EACH 24.71
PVC1418 i EACH 3/4"X 3 1/2"X 181PVC/AZEK TRIM 19.220 EACH 19.22
TO BE RIPPED TO 3"
PVC1818 12 EACH 3/4"X 7 1/4"X 181PVC/AZEK TRIM 39.350 EACH 472.20
PVC11018 12 EACH 3/4"X 9 1/4"X 18'PdJC/AZEK TRIM 50.330 EACH 603.96
PVC1418 34 EACH 3/4"X 3 1/2"X 181PVC/AZEK TRIM 19.220 EACH ' 653.48
**MODULE F EXT TRIM. TOTAL $1812.92**
**MODULE G.ROOFCOV . - 01/31/04**
GAFT36C 63 BNDL GAF TIMBERLINE 30 CHARCOAL 15.310 WX 964.53
25 YR ARCH. 3 BNDL/SQ.
GAFRSC 9 Ma GAF ROYAL SOVEREIGN CHARCOAL 11.410 RNDL 102.69
25 YR.. 3 TAR 3 BNDLE/SQ.
15AF 5 ROLL 15# ASPHALT FELT 432 S.F. 11.271 ROLL 56.36
Fax us your orders 24 hours a day
I Nr
CALL US DIRECT AT: �jy CALL US DIRECT AT:
)elivery (508) 477-5868 C O N T R A C T O R.D 1 V I S 10 N Toll Free (800) 834-3132
ales (508) 477-6575 CONTRACTOR DIVISION FAX 508 477-4279
Bowdoin Road, Mashpee,MA 02649 ( )
SOLD TO: CASH Mailing Address: P.O. Box V,Os yi1 01W
INVOICE #: 04050925A210
DATE: 05/27/04
TIME: 07:33:02
SHIP TO: CHIP WESTHAVER SALES ID: JASON T
LOT 75 MERIDIN WAY DELIVERY: 06/27/04
BARNtSTABLE RATE:
508-%2-7112 * (MOTE
INO-19 PAGE 4
** EXPIRATION DATE - 06/27/04 **
ITEM QTY U/M DESCRIPTION U-PRC PER NET AMT
VDE 17 PC VENTED DRIPEDGE 8"X101M/F 20/C 12.956 PC 220.15
MILL FINISH 10FT.
20RV 2 ROLL 20'XIB.5" COBRA RIDGE VENT 36.400 ROLL 72.80
57SF 100 PC 5X7 ALUM STP FL%M (100 PC/BD 0.101 PC 10.10
8LF 2 ROLL 8" LEAD FLASHING FULL ROLL 56.000 ROLL 112.00
APPROX. 30 LNFT. PER ROLL
APPROX. 50 LBS. PER ROLL
IKOICE 4 ROLL ICE & WATER SHIELD/ 2 SO. ROLL 47.600 ROLL 190.40
GRANULAR SURFACED
**MODULE G.ROOFCOV TOTAL #1729.03**
**MODULE H.SIDEWALL - 01/31/04**
IWJC16 26 BNDL,1/2 X 6 PFJ CLAPBOARD 16' (10 124.440 BNDL 3235.44
EXTRACTIVE BLEEDING&MILDEW ARE
NOT PAINT/STAIN/WOOD DEFECTS 8
ARE NOT COVERED BY ANY WARRANTY
EXPRESSED OR IMPLIED
16CLRR _ 56 BNDL 16"CLR.R+R WHITE CEDAR SHNG 28.957 BI4DL 1621.59
4 BNDLES PER SQUARE
NORTHWEST/SBC/
9TY100 3 ROLL 9X180 TYVEK 89.510 ROLL 268.53
3448WC 45 PC 3/4"X 48"ALUMINUM DRIP CAP 0.650 PC 29.25
MILL FINISH/100 PCS PER BOX
**MODULE H.SIDEWALL TOTAL $5154.81**
**MODULE I.MISC. - 01/31/04**
CC108 6 EACH 10"X8' COLUMN (CAPS ADDITIONAL '118.230 EACH 709.38
CCB10 6 EACH 10" CAPS 8 BASE 39.890 EACH 239.34
Fax us your orders 24 hours a day
III
AL
CALL US DIRECT AT: _ ��y CALL US DIRECT AT
).elivery (508) 477-5868 C O N T R A C TO F 7171 S 10 N Toll Free (800) 834-3132
gales (508) 477-6575 CONTRACTOR DIVISION
Bowdoin Road, Mashpee,MA 02649 FAX (508) 477-4279
SOLD TO: CASH Mailing Address: P.O. Box V,Os WW
INVOICE #: 04 609254210
DATE: 05/27/04
TIME: 07:33:02
SHIP TO: CHIP WESTHAVER SALES ID: JASON T
LOT 75 MERIDIN WAY DELIVERY: 06/27/04
BARNSTABLE ROUTE:
508-962-7112 * QUOTE
1OW19 FEE 5
#* EXPIRATION DATE - 06/27/04
**QUOTE************** TE**************QUOTE**
ITEM QTY U/M DESCRIPTION U-PRC PER NET AMT
**MODULE I.MISC.. TOTAL $948.72**
**MODULE J.EXT DY. - 01/31/04**
2816PT 4 PC 2XBX16' If 1 PRES.TREATED .25 18.690 PC 74.76
2812PT 2 PC 2X8X121# 1 PR'ES.TRESTED .25 13.290 PC 26.58
288PT 1 PC 2X8X8' If i PRES.TREATED .25 8.890 PC 8.69
2812PT 12 PC 2X8X121# 1 FRES.TRESTED .25 13.290 PC 159.48
288PT 14 PC 2X8X8' # 1 PRES.TREATED .25 8.890 PC 124.46
2816PT 4 PC 2XBX16' # 1 PRES.TREATED .25 18.690 PC 74.76
2812PT P PC 2X8X121# 1 PRES.TRESTED .25 13.290 PC 26.58
288PT 1 PC 2X8X8' # 1 FRES.TREATED .25 8.890 PC 8.89
448PT 6 PC 4X4X8 #1 P.T. NON-ARSENIC .25 8.790 PC 52.74
PRESSURE TREATED S.Y.FINE
SPL 39 EACH 5/4X6X16 GRAY WEATHERFsEST 38.940 EACH 1518.66
HUG RERMAPORCH STANDARD RAILING
SPL 3 EACH 12' PVC TOP RAIL 24.450 EACH 73.35
SFI. 2 EACH 8' TOP RAIL 16.250 EACH 32.50
SPL 3 EACH 12' PVC BOTTOM RAIL 33.779 EACH 101.31
SPL 2 EACH 8' PVC BOTTOM RAIL 22.550 EACH 45.10
SPL. 3 EACH 12' ALUMINUM TOP RAIL INSERT 42.200 EACH 126.60
SPL 2 EACH 8' ALUMINUM TOP RAIL INSERT 28.150 EACH 56.30
SPL 3 EACH 12' ALUMINUM BOTTOM INSERT 42.200 EACH 126.60
SPL 2 EACH 8' ALUMINUM BOTTOM INSERT 28.150 EACH 56.30
SPL 125 EACH 1-1/4 SQUARE PVC 36" BALUSTERS 4.910 EACH 613.75
SPL 5 EACH COLUMN CONNECTOR HDWE KIT 4.F5@ EACH 21.25
SCPS4 7 EACH 4X4 COMPOSITE PLASTIC POST/STA 1.9`.,0 EACH 13.65
25/CTN
Fax us your orders 24 hours a day
CALL US DIRECT AT y CALL US DIRECT AT:
)elivery (508) 477-5868 CONTRACTOR DIVISION Toll Free (800) 834-3132
;ales (508) 477-6575 CONTRACTOR DIVISION FAX (508) 477-4279
Bowdoin Road, Mashpee,MA 02649
SOLD TO: CASH Mailing Address: P.O. Box V,Os Wg,JMNffi6
INVOICE #: 04059W54210
DATE: 05/27/04
TIME: 07:33:02
SHIFT TO: CHIP WESTHAVER SALES ID: JASON T
LOT 75 MERIDIN WAY DELIVERY: 06/27/04
BARNSTABLE ROUTE:
508-%2-7112 * QUOTE
1000-19 PAGE 6
**QUOTE***************QUOTE**************QWTE**
** EXPIRATION DATE - 06/27/04 .
ITEM QTY U/M DESCRIPTION U-PRC PER NET ANT
CT1212 2 PC 12" CONSTRUCTION CORE TUBE 12 13.440 PC 26.88
10611 CONCRETE MIX PER FT.
212MT 2 PC 2X12X12' # 1 PRES.TREATED .25 22.390 PC 44.78
SLUS28Z 75 EACH 2X8 Z-MAX JOISTHANGAR 50/CTH 0.710 EACH 53.25
0812104 35 EA GALV HX LAGS 1/2X6 25 0.883 EA 30.91
0811012 35 EA 1/2" GALV FLAT WASHER - 0.160 EA 5.69
**MODULE J.EXT DK TOTAL $3503.93"
**MODULE K.EXT PORN - 01/31/04**
268 28 PC 2X6 KD SPRUCE STUD 8 FT. 4.153 PC - 116.28
2610 6 PC 2X6 KD SPRUCE #2+BTR 10 FT. 5.771 PC 34.63
21216 4 PC 2X12 KD SPRUCE #2+BTR 16 FT. 20:527 PC 82.11
21212 6 PC 2X12 KD SPRUCE #2+BTR 12 FT. 15.410 PC 92.46
PVC161BECB 56 PC 1X6X18' EDGE R CENTERBEAD 35.740 PC 2061.44
PVC1618 4 EACH 3/4"X 5 1/2"X 1WPVC/AZEK TRIM 30.200 EACH 120.80
PVC11218 8 EACH 3/4"X 11 1/41118'PVC/AZEK TRIM 60.940 EACH 487.52
**MODULE K.EXT Pf TOTAL . $2935.24**
**MODULE LINT TRIM - 01/31/04**
FLUSH SOLID CORE BIRCH 1-3/8"
4-9/16 CLEAR PINE D/R JAMB
3-1/2" CLEAR PINE FLAT CASINIG
BRIGHT BRASS HINtGES
SINGLE BORE
SOD 1 EACH #1 3068 LH 184.700 EACH 184.70
SOD i EACH #2 3068 LH 184.700 EACH 184.70
SOD 1 EACH #3 6068 DBL W/BALL CATCH 336.560 EACH 336.56
SOD 1 EACH #4 3068 RH 184.700 EACH 184.70
Fax us your orders 24 hours a day
IL
ff-
//-
CALL US DIRECT AT: _ �y CALL US DIRECT AT:
)elivery (508) 477-5868 CONTRACTOR DIVISION Toll Free (800) 834-3132
'ales (508) 477-6575 CONTRACTOR DIVISION FAX (508) 477-4279
Bowdoin Road, Mashpee, MA 02649
SOLD TO: CASH 'K.1 CAS'F�
Mailing Address: P.O. Box V,Oskgy ALMA 0?65�5
INVOICE #: 04[50TL'j4210
DATE: 05/27/04
TIME: 07:33:02
SHIP TO: CHIP WESTHAVER SALES ID: JASON T
LOT 75.MERIDIN WAY DELIVERY: 06/27/04
BARNSTABLE ROUTE:
508-%2-7112 * QUOTE
1000-19 PAGE 7
* EXPIRATION DATE - 06/27/94
ITEM OTY U/M DESCRIPTION U-PRC PER NET AMT
SOD i EACH #5 2668 LH 180.020 EACH 180.02
SOD I EACH #6 2068 RH 178.200 EACH 178.20'
SOD i EACH #7 2868 LH 181.910 EACH 181.91
SOD 1 EACH #8 2868 LH 181.910 EACH 181.91
SOD 1 EACH #9 5468 DBL W/BALL CATCH 330.860 EACH 330.86
SOD i EACH #10 3068 RH 184.700 EACH 184.70
SOD 1 EACH #11 5468 DILL W/BALL CATCHES 33&860 EACH 330.86
SOD 1 EACH #12 2868 LH 181.910 EACH 181.91
SOD 1 EACH #13 5068 DBL W/BALL CATCH 327.160 EACH 327.16
SOD 1 EACH #14 3068 RH 184.700 EACH 184.70
4315698822 4 EA F10 PLY.605 BOXED PASSAGE SET 13.690 EA 54.76
4315698848 4 EA F40 PLY 605 BOXED PRIVACY SET 16.460 EA 65.84
4315698849 2 EA F40-PL-05X25 FAXED BATHROOM SE 19.090 EA 38.18
58677 6 EA KNOB DUMMY PLYMOUTH US3 6.790 EA 40.74
11216SP 6 PC 1X12 SELECT PINE 16' 58.000 PC 348.00
8453 112 LNFT 11/16"X1-1/8" BASE MOLDING WM1 0.392 LNFT 43.90
6-16',2-8'
1108SP 13 PC 1X10 SELECT PINE 8' 22.100 PC 287.30
8052 204 LNFT 3/4" X 3/4" COVE/SCOTIA GP WM9 0.280 LNFT 57.12
28-51,4-16'
188SP 1 PC IX8 SELECT PINE 8' 16.700 PC 16.70.
522ON 20 LNFT 3/41IX5-1/2" OAK NOSING 4.540 LNFT 90.80
3/4' 1/8'
SPL . 28 EACH 3/4XII=I/2X4'.OAK RTRN TREAD 29.750 EACH 833.00
C404OBT 1 EACH C4040 BEECH BALLTOP 47"NEWEL C 33.800 EACH 33.86
COFFMAN
C4042BT 1 EA C4042 BEECH BALLTOP 53"NEWEL C 44.980 EA 44.98
C501531 7 EACH 3111PRIME BALU9-1.251IX7"BASE-CO 3.820 EACH 26.74
Fax us your orders 24 hours a day
ii�
CALL US DIRECT AT F-RA.
��y CALL US DIRECT AT:
)elivery (508) 477-5868 C 0 T 0 R D I V I S 10 N Toll Free (800) 834-3132
►ales (508) 477-6575 CONTRACTOR DIVISION FAX (508
Bowdoin Road, Mashpee, MA 02649 ) 477-4279
SOLD TO: CASH Mailing Address: P.O. Box V,OSPHRJMM-
INVOICE #: 040509254210
DATE: 05/27/04
TIME: 07:33:02
SHIP TO: CHIP WESTHAVER SALES ID: JASON T
LOT 75 MERIDIN WAY DELIVERY: 06/27/04
BARNSTABLE RATE:
508-962-7112 * [MOTE
1000-19 PAGE 8
** EXPIRATION DATE - 06/27/04 #*
**CUOTE***************RUOTE*******x******QWTE**
ITEM OTY U/M DESCRIPTION U-PRC PER NET PAT
C501534 7 EACH 34"PRIME BALUS-1.2511X7°BASE-CO 4.220 EACH 29.54
C501536 10 EACH 3611PRIME BALUS-1.25"X7"BASE-CO 4.470 EACH 44.70
C73370 2 EACH C7337 OAK OVAL ROSETTE 4"X5.5" 9.270 EACH 18.54
COFFMAN
SPL 6 EACH C6016 8' BENDING BEECH RAIL 1.42.880 EACH 857.28
3-4 WEEK LEAD -TIME
7412701562 8 EA 29 OZ. LUMBER LOCK CONS/ADHESI 2.790 EA 22.32
55166 6 EA SP059A3 HANDfiAIL BRACKET 2.090 EA 12.54
1410SP 65 PC 1X4 SELECT PINE 10' 10.437 PC 678.41
1610SP 75 PC 1X6 SELECT PINE 10' 16.2550 PC 1218.75
**MODULE L.INT TRIM TOTAL $8016.83**
**MODULE M.WINDOWS - 01/31/04**
SOANDERSEN .1 EACH ANDERSEN WINDOW PACKAGE 11420.110 EACH 11420.11
PLEASE NOTE iii�ii►fii
.... ..... . ..... ... .
WINDOW SIZES ARE SLIGHTLY LARGER
THAN THOSE SPECIFIED ON PLAN
MUST BE VERIFIED BEFORE ORDERING
ID# 5000
VAN 1 COST *** ANDERSEN VAN PRICING *** 0.000 COST .00
4-6 WEEK LEAD TIME FROM TIME
OF ORDER-
SOANDERSEN 8 EACH 2817 BASEMENT WNDWS W/SCREENS 92.450 EACH 739.60
**MODULE M.WINDOWS TOTAL $12159.71**
Fax us your orders 24 hours a day
CALL US DIRECT AT: y CALL US DIRECT AT:
7.
)elivery (508) 477-5868 CONTRACTOR DIVISION Toll Free (800) 834-3132
'ales (508) 477-6575 CONTRACTOR DIVISION FAX (508) 477-4279
Bowdoin Road, Mashpee, MA 02649
SOLD TO: CASH Mailing Address: P.O. Box V,OsM��MCA�m%
INVOICE 4: 040`.,09254210
DATE: 05/27/04
TIME: 07:33:02
SNIP TO: CHIP WESTHAVER SALES ID: JASON T
LOT 75 MERIDIN WAY DELIVERY: 06/27/04
BARNSTABLE ROUTE:
508-%2-7112 * QUOTE
1000-19 RAGE 9
** EXPIRATION DATE - 06/27/04
ITEM OTY U/M DESCRIPTION U-RRC PER NET AMT
**MODULE N.DOORS - 01/31/04**
THERMA-TRU CLASSIC CRAFT
ENTRY.DOORS
4-9/16 PRIMED WOOD JAMB
W/FRAME SAVER, DAY. ADJ SILL
DOUBLE BORE, NO CASING
XXXXXX XXX
SOD 1 EACH 3068 CC60 W/2-12" 2125SL 1745.740 EACH 1745.74
W/19M TRANSOM ABOVE
XXXXXXXXXXXXXXX) XXXXXXXXXXXXXX
DOUBLE DOORS W/OAK GRILLES
W/OAK ASTRGAL, AND MULTI-FOINT
LOCKING SYSTEM, HEIRLOOM SET
CC-102/102 BOTH ACTIVE PANELS .
SOD 2 EACH 6068 LHAR. 2101.409 EACH 4202.80
XXXXXXXMXXX
THERMA-TRU FIBER-CLASSIC
ENTRY DOOR
4-9/16 PRIMED .WOOD .JAMB W/FRAME
SAVER, OAK ADJ SILL, DOUBLE BORE
NO CASING
SOD 2 EACH 3068 LN FC-23 431.290 EACH 862.58
XXXXXXXXXXXX
STORM AND SCREEN RATIO DOOR
SOD 1 EACH 3068 NO. 11 W/STD SASH 281.580 EACH 281.58
DiA 1 COST SINCE ARCHITECTURAL BLUEPRINTS 0.000 COST .00
Fax us your orders 24 hours a day
G iff III
CALL US DIRECT AT- CALL US DIRECT AT
►elivery (508) 477-5868 CONTRACTOR DIVISION Toll Free (800) 834-3132
;ales (508) 477-6575 CONTRACTOR DIVISION FAX (508) 477-4279
Bowdoin Road, Mashpee, MA 02649
SOLD TO.- CASH Mailing Address: P.O. Box V,Os %MNf6
INVOICE #: 040`'JM54210
DATE: 05/27/04
TIME: 07:33:02
SHIP TO: CHIP WESTHAVER SALES ID: JASON T
LOT 75 MERIDIN WAY DELIVERY: 06/27/04
BARNSTABLE RATE:
.508-rA2-7112 * OUOTE
1000-19 PAGE 10
- --------------------------------
----------
**(1UOTE***************QOTE**
* EXPIRATION DATE - 06/27/04
**G TOTE********** "CMTE**************GWT.E**
ITEM OTY U/M DESCRIPTION U-PRC PER NET ANT
ARE SUBJECT TO INTERPRETATION.
WE ASK. THAT YOU PLEASE CHECK
OVER YOUR QUOTE/ESTIMATE.
DIB . 1 COST WE WILL NOT BE HELD RESPON- 0.000 COST .00
SIBLE FOR EITHER ERRORS OF
OMISSION OR [ ITITIES OF
MATERIALS.
THANK YOU.
SOP1 1 COST ***** SPECIAL ORDER GOODS 0.000 COST .00
CANNOT BE RETURNED. APPROVED
RETURNS.WILL HAVE A HANDLING
CHARGE AND MUST BE ACCOMPANIED
BY SALES SLIP.
SOP2 1 COST NO ITEMS MAY BE RETURNED AFTER 0.000 COST .00
30 DAYS FROM DATE OF INVOICE.
PRICES 1 COST PRICES DOTED SUBJECT TO 0.000 COST .00
ACCEPTANCE WITHIN 10 DAYS.
PRICES GOOD FOR 30 DAYS
AFTER DATE OF ACCEPTANCE.
AFTER 30 DAYS PRICES \
PRICES2 1 COST ARE SUBJECT TO REQUOTE 0.000 COST .00
ACCEPTED BY
DATE
**MODULE N.DOORS TOTAL $7092.70**
SUB TOTAL 59380.68
MA 5.000% SALES TAX 2%9.03
TOTAL 62349.71
Fax us your orders 24 hours a day
Andersen. Andersen Windows - Abbreviated Quote Report EAn
§� Project Name: CHIP WESTHAVEN - LOT75
�"��A
Quote#: 5000 Print Date: 03/25/2004 Quote Date: 02/02/2004 iQ Version: i 4.0 Page 2 Of 3
Dealer: Customer:
Billing
Address:
Phone: Fax:
Sales Rep: Bill Contact:
Item Qtv Item Size(Operation) Location Unit Price Ext. Price
0005 1 244DH3t.)56-244DH3056-244DH3056-244DH3056 I+ 1203.18 x 1203.18
(AA-AA-AA-AA)
RO Size= 12' 0" W x 5' 6" H Unit Size= 1V 11 1/2" W x 5' 5 1/2" H
Composite Unit. White/Clear Pine.Low E G1ass.Finelight Grilles-BetlNeen-tlie-Glass. Mulling Location: Shop (Warehouse). Mill Type: Narro« Mull,
Mull Priority Vertical
Insect Screen. White
0007 2 244DH3056-3 (AAAAAA) $ 893.38 $ 1786.76
RO Size=9' 0" W x 5' 6" H Unit Size=8' 11 1/2" W x 5' 5 1/2" H
Unit. 4 9/16" Frame Depth. White/Clear Pine..Loiv E Glass . Finelight Grilles-Betiveen-the-Glass.Colon-ial. 3 W2H. White/White. 3/4"
Insect Screen. White
0008 4 244GW4050 (AS) S 309.47 1237.88
RO Size=4' 0" W x 5' 0" H Unit Size= 3' 11 1/2" W x 4' 11 1/2" H
Unit. 4 9/16" France Depth. White/Clear Pine.Lmv E Glass . Finelight Grilles-Between-the-Glass. Colonial. 2W4H. White/Wlute. 3/4"
Insect Screen. White
Subtotal $ 11420.11
Total Load Factor Misc. Taxable $ 0.00
Customer Signature 9.856 Tax (0.000%)
Misc. Non Taxable
Grand Total —
Andersen Andersen Windows - Abbreviated Quote Report Andersen
' T Project Name: CHIP WESTHAVEN - LOT75 'W
Quote#: 5000 Print Date: 03/25/2004 Quote Date: 02/02/2004 iQ Version: iQ4.0 Page ` 3 Of 3 _
Dealer: Customer:
Billing
Address:
Phone: Fax:
Sales Rep: Bill Contact:
Item Qty Item Size(Operation) Location _ Unit Price _Ext. Price
Dealer Signature
Project Comments:
NOTE SIZE ON GLIDING WINDOW
Andersen_I Andersen Windows - Abbreviated Quote Report Andersen
Project Name: CHIP WESTHAVEN - LOT75W j
- Quote#; 5000 Print Date: 03/25/2004 Quote Date: 02/02/2004 iQ Version: iQ4.0 Page _^ 1 Of 3
Dealer: Customer:
Billing
Address:
Phone: Fax:
Sales Rep: Bill Contact:
Item Qty Item Size(Operation) Location Unit Price Eat. Price
0001 9 244DH3056 (AA) 273.76 2463.84
RO Size= 3' 0" W x 5' 6" H Unit Size= 2' 11 1/2" W x 5' 5 1/2" H
Unit. 4 9/16" France Depth. Wliite/Clear Pine. Low E Glass . Finelight Grilles-Between-the-Glass. Colonial. ;W2H. White/White. 1/4"
Insect Screen. White
0002 5 244DH3056-2 (AAAA) 583.57 F 2917.85
RO Size=6' 0" W s 5' 6" H Unit Size=5' 11 1/2" W s 5' 5 1/2" H
Unit. 4 9/16" Frame Depth. White/Clear Pine.Low E Glass . Finelight Grilles-Between-the-Glass. Colonial. ;W2H. White/White. 1/4"
Insect Screen. White
0003 4 244DH3040 (AA) S 231.55 x 926.20
RO Size=3' 0" W x 4' 0" H Unit Size= 2' 11 1/2" W x 3' 11 1/2" H
Unit. 4 9/16" Frame Depth. Whte/Clear Pine. Low E Glass . Finelight Grilles-Between-the-Glass. Colonial. IW2H. White/Wliite. 3/4"
Insect Screen. White
0004 1 CTC3 (F) 884.411) l+ 884.40
RO Size—G 0 3/8 W t 3 2 3/4 H Un
it Size=5' 11 7/8" W x 3' 2 1/4" H
— Unit. White/Clear Pine. High Performance Glass. Finelight Grilles-Between-the-Glass. Sunburst. 6 Lites. White/White. 3/4"
iP, Extension Jamb. ArclVSill. 4 9/16".Maple
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BARNSTABLE LAND COURT REGISTRY DISTRICT JOHN F. MEADE, REGISTER
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J.1791'7
466774
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WE, RALPH WARING and HILDA E. WARING, husband and rife as tenants by the entire r:,
both
of Barnstable, Barnstable County. 11assachwattt..
in cwAidastion of ONE HUNDRED FIFTY-EIGHT THOUSAND and 00/100 (SIS8,G06.00) iriLLAic_
grant to WALTER R. NhGLE and BARBARA A. NAGLE. husband and rife as tenants
the entirety, both
of 319 Pleasant Street (P.O. Box 142).
Marshfield Hills, Plymouth County, Massachusetts 02051
with glWlsim taHmatmlm
the hmd in Barnstable(Pillage), Barnstable County, Massachusetts, together with
the buildings thereon, bounded and described as follows:
NORTHERLY by Lot 79, eighty-nine and 23/100 (89.23) feet;
EASTERLY by a Way, seventy (70) feet;
SOUTHERLY by Lot 83, seventy-nine and 90/100 (79.90) feet; and
WESTERLY by a portion of Lots 80 and 78, seventy and 63/100 (70.63) feet.
Said land is shorn as LOT 81 on plan hereinafter mentioned.
EASTERLY by a Way. seventy-six and 80/100 (76.80) feet;
SOUTHERLY by Lot 85. sixty-nine and 25/100 (69.25) feet;
WESTERLY by Lot 82 and by a portion of Lot 80, ninety-two and 40/100 (92.40) feet;
and
WRTHERLY by Lot 81. seventy-nine and 90/100 (79.90) feet.
Said land is shorn as LOT 83 on said plan.
All of said boundaries are determined by the Court to be located as show
on plan 17933-A (Sheet 2) dated August 1939 drawn by Whitney i Bassett, Engineers,
as modified and approved by the Court and filed in the Land Registration Office at
Boston, a copy of a portion of which is filed in Barnstable County Registry of Deeds
in Land Registration Book 54. Page 54 with Certificate of Title No. $591 and said
land is shown thereon as LOTS 81 and 83.
So such of said land as is included within the limits of the Way shown on
said plan is subject to the rights of all persons lawfully entitled thereto in and
over the same.
There is appurtnenat to said land the right to use the private Beach and
Ways shown on said clan in commas with others entitled thereto.
Said land is subject to rights as set forth in a stipulation between the
petitioner in this case and Edgar R. Bigelow et al filed with the papers in this
case on May 5. 1942 and :Pei" Document No. 19.185 Barnstable Registry District inso-
far as the same are noa In force and applicable.
There is reserved to Barnstable Bay. Inc. the right to install and main-
tain all public utilities in, over and upon the Ways sham on said plan including
the right to grant easements to public service corporations for the installation
of such public utilities. _.__... ...
For our title. see Certificate of Title No. 31734, Barnstable Registry
District of the Land Court.
7
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BARNSTABLE LAND COURT REGISTRY DISTRICT JOHN F. MEADE, REGISTER
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159371.
I
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it
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I
FRANK VIEIRA,ET UX
t TO
HERBERT G. CARROLL, ET UX
i
II QUTTCLnIM DEED
RPIj�5t q,n;3��lcf
t 1972
PHILIP Ai, BOUDREAU
MICHAEL D. O'NE1L
Attorneys at/arc
Hyannis, Mass. 02601
I
f
J __-..... ... ._.. _ -...._ .. t... _ .Y... ...- ..r. •.as..s_rY....•f.'OP'Ytiv.Wr�M Y��.�.tMr.
WE, FRANK VIEIRA and FLAREFCE Er VIEIRA, husband and
(wife, as tenants by the entirety, both of Barnstable, Barnstable
County, Massachusetts, for consideration paid, grant to HERBERT G.
CARROLL and MARY C. CARROLL, husband and wife, as tenants by the
entirety, both of Bayberry Lane, Cummaquid, Barnstable County,
,
Massachusetts, with QUITCLAIM COVENANTS, that certain parcel of
land situate in Barnstable village, Barnstable County, Massachu-
` setts, bounded and described as follows:
�INORTHEASTERLY by Lot 185, as shown on plan hereinafter mentioned, '
Eighty-nine and 65/100 (89.65) feet;
! SOUTHEASTERLY by Lot 79 and a portion of Lot 81, as shown on said
plan, Eighty-seven and 47/100 (87.47) feet;
! SOUTHWESTERLY by Lot 80, as shown on said plan, Eighty-two and
43/100 (82.43) feet; and
NORTHWESTERLY by Second way, a public way, as shown on said plan,
i Eighty-seven and 17/100 (87.17) feet.
i I All of said boundaries are determined by the Court to
i I
1be located as shown on plan 17933E, dated April 13, 1962, drawn
I' by Stacey Engineering Co., as modified and approved by the Court
fl
land filed in the Land Registration Office at Boston, a copy of
, which said plan is filed in the Barnstable County Registry of
Deeds, Land Registration Book 1411 Page J�� , with Certifi-
cate of Title Not<;P1 3,9�_ and said land is shown thereon as
LOT 186.
!I
For our title see Certificate of Title No. 21432, Land
IRegistration Book 161, Page 52 and Certificate of Title No. 27616,
; Land Registration Book 214, Page 76.
Is
I The consideration for the within '
�. $100.00• premises is less than
i IWITNESS our hands and seals this _1/ day of May,
it 1972. -
Frank Vieira !
i
1° D ✓�
I' Florence E. Vieira
�I
COMMONWEALTH OF MASSACHUSETTS
Barnstable: ss May 1972
Then personally appeared the above named Frank Vieira
1: and acknowledged the foregoing instrument to be his free act and
deed, before me I
is
Notary Public
li My commission expires: .AOG , tl /y7jj
�I
ij
,cam.. .. ' .. ....... .. D •y-...,.t.... ..
-l:.uiy...a.._ ..,••.;.r,nlei.y... ..�• •,Q-."` m'�.--'�"rs-Cc.m,i4vq!'r-.tac'-r,�: Ta+#s,,�!!�+J1�11i`e�s
�'F�t:y; `tigaprre.ry+V+•'.i..4: +..� WL�a•4::,n•+.• .,•,..i:...._e .. .r+' '.tp, tr ti, �•�,,L.
cay...r<: .•r tou r..v.Fyka�.
BARNSTABLE LAND COURT REGISTRY DISTRICT JOHN F. MEADE, REGISTER
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6 i
BARNSTABLE BAY INC. a corporation duly organized
under the Is" of the Commonwealth of Massachusetts and 'having
a principal place of business at Dennis %Barnstable County, Massa-
chusetts, for consideration paid-, Rrants to SILVANO A. ".1PUTORRT
..iLLian a. ii0"aivnni, ausoana ana wine as tenants by the
vjtLli'ety, both of 32 Union dtreet, Natick, Middlesex County,
Massachusetts, with QUITCLAIM COVENANTS, the land in Barnstable,
Barnstable County, Massachusetts, bounded and described as follows
SOUTHEASTERLY by a way One Hundred Sixty and 00/100 (160.00)
feet;
SOUTHWESTERLY by Lot 81, Eighty-nine and 23/100 (89.23) feet
NORTHWESTERLY by Lots 78, 76 and 74, One Hundred Sixty-one
and 41/1nn (14i.r{1) Peet 3»d
NORTHEASTERLY by Lot 73, One Hundred Ten and 55/100 (110.557
feet.
All of said boundaries are determined by the Land
Court to be located as shown on Land Court Plan 17933-A (Sheet 2)
filed with the Land Court at Boston, copy of which is filed �.n
Barnstable County Registry of Deeds ana d said premises are shown
thereon as LOTS 75, 77 and 79.
areed
an easement innfavorvofdescribed Cape & VineyardeElectricnCo panyuandcNewo
England Telephone do Telegraph Company dated April 21, 1947, being
Document No. 19747 and an easement in favor of Barnstable Fire
District dated July 11, 1950, being Document No. 27776.
So much of the above described lots as are included
within the limits of Bay View Road and the ways as shown on said
plan are subject to the rights of all persons lawfully entitled
thereto in and over the same; so much of the above described lots
as are included within the area marked "Bathing Beach* as shown
on said plan are subject to the rights of all persons lawfully
entitled thereto in and over the same.
Said land is subject to a stipulation between Elisa-
beth J. Cobb and Edgar R. Bigelow et al and subject also to the
rights of the County of Barnstable to set meridian stones as set
out in a deed of Loring Crocker to the County of Barnstable record
ed in Book 106, Page $0.
There is granted as appurtenant to the above describe
lots a right of way over Bay View Road and the ways as shown oa
plan in common with the grantor and all, others now cr hereafter'la
fully entitled thereto, reserving to the Grantor a right of way
over so such of said lots as by implication of law lies within the
lim#4 of._tiba. waya ag shown on said plan; reserving also to the
Grantor the right to install and maintain all public utilities in
Bay View Road and the ways as shown on said plan, and to grant
ATTp�11tT AT u�
au ruM�nuT
HT"IM TVµ
f
easements to
oaintenance or such pubile utilltles.
There is granted as. appurtenant to the above deaerib-
' ed lots the rignt to use yuatainlg sea00 4* b 4owst on "!-; phut its
common with the Grantor and all others now or hereafter lawfully
entitled thereto.
Tqg A Te pp-�rQed-premises we conveyed subject to
- aYI sasementia and rdatrF ct ona of record and the zoning and build-
ing laws of the Town of Barnstable.
For the Grantor's title see to Lot 75 and 79 see
Land Court Certificate of Title,No. 12397 filed in the Land Reg-
istration Office at Barnstable in Registration Book 86 Page 17
=d for title to Let 77 see Lzrd Caur't Cdrti.icaLc of Title Nc.
17520 filed in the Land Registration Office at Barnstable in
Registration Book 126, Page 100.
IN WITNESS WHEREOF Barnstable Bay Inc. has caused its
corporate seal to be hereto affixed and these presents to be
signed acknowledged and delivered in its name and behalf by M
itzn�" Jews troul, its 'Measurer, heroine fitly'-Mhortzed this 1��y_.Ofy 1955.
-Co: ,�.
BARNSTABLE BAY INC
Ssn: `7 By: 1 •
�. as er
•�����,. COMMONWEALTH OF MASSACHUSETTS
.' BARNSTABLE as. May t? , 1955
Then personally appeared M. James Sproul, Treasurer
as aforesaid, and acknowledged the foregoing instrument to be the
free act and deed of Barnstable Bay Inc.,
autary rubile
My Commission Expires: 71 Ili/ �I
WHO F.SMITH
i
a"Mur a+aan
W.-M Mas1L
f -
i
T
�{-5,0 15 3
�i
i
'All 119414 loll
AVfT I,!9O BARNSTABLE BAY INC.
+oow�33rAu- �10.:, SILYANO A. RELCHIO,RRI ST UX
� a.�Q o.,t t�•Q 1752C�
` 1�397r�
1�
DEED
VM TM was OF
MMURY R.GMffH
Arrown.�nL�w
NTANNI&MAW
I0rr1 N Clya W a f4 lks:r May HP—k Mn►
1
a _
BARNSTABLE COUNTY
REGISTRY OF DEEDS
A TRUE COPY,ATTEST
TER
BARNSTABLE LAND COURT REGISTRY DISTRICT JOHN F. MEADE, REGISTER
LC425RP: Land Court copy request Delivery: Pickup
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------------------------- -----------------------------------------------------
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r
BARNSTABLE BAY INC., a corporation duly organized
under the laws of the Commonwealth of Massachusetts and having
a principal place of business at Dennis, Barnstable County, Massa-
chusetts, for consideration paid, grants to SILVANO A. MELCHIORRI
and LILLIAN E. MELCHIORRI, husband and wife as tenants by the
entirety, both of 32 Union Street, Natick, Middlesex County,
Massachusetts, with QUITCLAIM COVENANTS, the land in Barnstable,
Barnstable County, Massachusetts, bounded and described as follows
EASTERLY by a way, One Hundred Sixty-two and 70/100
(162.70) feet;
SOUTHERLY by Lot ?5, One Hundred Ten and 55/100
(110.55 feet;
WESTERLY by Lot 74, 9eventy-six and 86/100 (76.86)
feet; and
NORTHEASTERLY by a curved line forming the intersection
of two ways, Fifty-nine and 84/100 (59.84)
feet.
All of said boundaries are determined by the Land
Court to be located as shown on I-and Court Plan 17933-A (Sheet 2)
filed with the Land Court at Boston, a copy of which is filed in
Barnstable County Registry of Deeds and said premises are shown
thereon as LOTS 71. 72. and 73.
The above described premises are conveyed subject to
an easement in favor of Cape do Vineyard Electric Company and New
England Telephone do Telegraph Company dated April 21, 1947, being
1 Document No. 19747 and an easement in favor of Barnstable Fire
District dated July 11, 1950, being Document No. 27776.
So much of the above described lot as is included
within the limits of Bay View Road and the ways as shown on said
plan is subject to the rights of all persons lawfully entitled
thereto in and over the same; so much of the above described lot
as is included within the area marked "Bathing Beach" as shown on
said plan, is subject to the rights of all persons lawfully entit-
led thereto in and over the same.
Said land is subject to a stipulation between Eliza-
beth J. Cobb and Edgar R. Bigelow et al and subject also to the
rights of the County of Barnstable to set meridian stones as set
out in a deed of Loring Crocker to the County of Barnstable re-
corded in Book 106, Page 80.
There is granted as appurtenant to the above describ-
ed lot a right of way over Bay View Road and the ways as shown on
said plan in common with the Grantor and all others now or here-
after lawfully entitled thereto; reserving to the Grantor a right
of way over so much of said lot as by implication of law lies
�Rr F.erne
AttoAMcr AT LAN
.ANNIs.%AS$.
1
within the limits of the way as shown on said plan; reserving also
to the Grantor the right to install and maintain all public utilit
ies in Bay View Road and the ways as shown on said plan, and to
grant easements to public service corporations for the installatio
and maintenance of such public utilities.
There is granted as appurtenant to the above describ-
ed lot the right to use "Bathing Beach" as shown on :aid plan in
common with the Grantor and all others now or hereafter lawfully
entitled thereto.
The above described premises are conveyed subject to
all easements and restrictions of record and the zoning and build-
ing laws of the Town of Barnstable.
For the Grantor's title to Lots 71 and 73 see Land
Court Certificate of Title No. 17520 filed in the Land Regis-
tration Office at Barnstable in Registration Book 128 , Page 100
For title to Lot 72 see Land Court Certificate of Title No. 12397
filed in said registry in Book 86, Page 17.
IN WITNESS WHEREOF Barnstable Bay Inc. has caused
its corporate seal to be hereto affixed and these presents to be ;
signed, acknowledged and delivered in its name and bgh?pP%b1( X
James Sproul, its Treasurer, hereunto duly author��KIn ,sa ;�
day of March 1955.
BARNSTABLE BAYf j - -•�
By:
Treasdr-or"
COWNWEALTH OF VASSACHUSETTS
BARNSTABLE as. March :3,,�i, 1955
Then personally appeared M. James Sproul, Treasurer
as aforesaid, and acknowledged the foregoing instrument to be the
free act and deed of Barnstable Bay Inc.,
Before me, (/ ^ ,7
Notary Public
My Commi sio E res.
;-U-fk 7)7, ; loci.
0 `r Gg
Elm
W�
HENRY F.SMITH
Anenn AT Li.
t
■i►■OI■.■im.
-1
.i
BARNSTABLE BAY INC.
TO
SILVANO A. NELCHIORRI ET UX
I
�s
DEED
S
f
BEC61WED FOR FE(.ISINATION
•AT--.�.._,. O'CLOCK -0S0 --.M
CAYL
~ u1����t.1.1AtnIW11Y0oK1�►�
K+F-f�o�. C� �j"►S�o�
........... or
HENRY F. SMITH
An..M,..A,.L.w
NVANNIS,MASS.
-� P.i.bj e.rip,C.m tit F I,k Pau,lfp...µ lf..
f�
17131.
BAR14STABLE
REGISTRY OF DEEDS
A TRUE COPY,ATTEST
JOHN F.MEADE,REGISTER '
I ..
r -
BARNSTABLE LAND COURT REGISTRY DISTRICT JOHN F. MEADE, REGISTER
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i
e
i.,
• •I
I ,
i
1M
We, HAROLD A. BRUFFEE and GRACE T. BRUPFF.F, husband and
wife, as joint tenants and not as tenants in common and not
as tenants by the entirety, both of North Billerica, Middlesex
County, Massachusetts, for consideration paid, grant to
FRANK VIEIRA and FLORF.NCE E. VIEIRA, husband and wife, as tenants
by-the-entirety, both of 4l Magnus Avenue, Somerville, Middlesex
County, Massachusetts, with QUITCLAIM COVENANTS, two certain
parcels of land situate in Barnstable (Village), Barnstable
County, Massachusetts, bounded and described as follows:
PARCEL 1:
westerly by A 1Way, sixty-n
...ine and 91/100 (69.91) feet;
_ .�• , . _ �..- • .•4 •'..r bf Yr.wb M--• M�•.w \II R�
Northerly by Lot 74, ninety-four and 43/100 (94.43) feet;
Easterly by a portion of Lot 75 and by Lot 77, seventy
and 16/100 (70.16) feet; and
Southerly by Lot 78, eighty-eight and 64/100 (88.64) feet.
f All of said boundaries are determined by the Court to be
located as shown on plan 17933-A (Sheet 2) dated August 1939,
drawn by Whitney & Bassett, Engineers, as modified and approved
by the Court, and filed in the Land Registration Office at
Boston, a coFy of abortion of which is filed in Barnstable
County Registry of Deeds in Land Registration Book 54, Page 54
with Certificate of Title NO. 8594, and said land is shown
thereon as LOT T 76.
For title to Parcel 1, reference is made to Certificate
of Title No. 16518 filed in the Barnstable County Registry of
Deeds in Land Registration Book 120, Page 58.
PARCEL 2:
Northwesterly by a Way, one hundred seventeen and 10/100
(1]7.10) feet;
Page 1
'Z1`...:� '•► •� ;`r- 1- _�l-i '1�s� t►�' A.,� � '7933-2
- _ ..w.,;.,..., ._._...........�_...-..o..,,.....,a.ak�l-.t 1, .: = ._` •...n'.•.+AS+rw.. '.�. ••2•WlM!! .,M4=•^A��
Ala
- ',a-.r�. .
..+--....+....... •.ti.a.r.�-., .,o....r..}v.ww 'Y ?MM' .~' S'31.•',''iJ.
1�..•P...1�/.,G•II....�I W.1lI��INMw,.11►�.I�A
i:Gri.�jii'itii•�ir,•...��'i 'rAiHii:�� �•.. . .. ,.,... .
'Y 4
l
L..
. � -__c31, --�•�'�^v.•:Y:.__ ^a.�f+n'1t.'__. "'.r:.'i.diliAAiNfiF74R 3^!+,Mail%4�fMr.1-='.. _ �_f`.' �'=��_i�__'i.+e✓'u :CIi+JRC
southeasterly by Lots 72, 73 and a portion of Lot 756
one hundred five and 36/100 (105.3 5 feet;
Southerly by Lot 76, ninety-four and 43/100 (94.43)
feet; and
---i
_.� Westerly by a curved line forming the lunation of
two ways on a Radius of 38.56 feet,
thirty-three and 52/100 (33.52) feet.
� All
of said boundaries are deteneined by the Court to be
Ji located as shorn on plan 17933-A (sheet 2) dated August 1939,
1 drawn by Whitney & Bassett,-Engineers, as modified and approved
by the Court, and filed -in the Land Registration Office at Bos ton
a copy of a portion of which is filed in Barnstable County
Registry of Deeds in Land Registration Book 54, Page 54 with
Certificate of Title No. 8594 and said land is shown thereon as
LOT
For title to Parcel 2, reference is made to Certificate
of Title No. 16517 filed in the Barnstable County Registry of
Deeds in Lard Registration Book 120, Page 57.
So much of the land herein registered as is included within
u1Q ]bktj•gf the ways shown on said plan is subjeot to the rights
of all persona lawfully entitled thereto in and over the same.
There is appurtenant to said.lapd the right to use the
private ways and road shown orl said plan and the right to use
the bathing beach in common with others entitled thereto.
Said land is subject to rights as set forth in Stipulation
filed on May 5, 1942 shown as Document No. 19,185.
There is reserved to Barnstable Bay Inc. the right to
install and maintain all public utilities in, over and upon
j Page 2
La
.. 1, .{,: +p.i1(i.4..:�ti._ ..•Lid. ::y- ! yv,?^ t'
01.
1
li
. the ways shown on said plan including the right to grant
easements to public service corporations for the installatiou
and maintenance of such public utilities.
�t The above premises are also conveyed subject to all easements
4 and takings of record.
WITNESS our hands and seals this 13th day of January, 1958.
IT
..1 The Gomr►onuaslth at 446844husstt_a .
Barnstable, as. January 13, 1958.
Then personally appeared the above-named HAROLD A. BRUFFEE
and acknowledged the foregoing instrument to be his free act
and deed, before me
Rotary PubtlW
My commission expires c(•16.6o.
Coll
l55 - - ---
i
. I
t
Page 3
.._.w.er.M.�w`.«�=:1.7+:,�i�:�i i�iSi'�wiiii•�"�• '�_,
I
I I
I
I i
�t I,, Inwrl ern• i HAROLD A. a^M;" TF acid
`-j to
16 5i7
FRANK VIf•IRA and
FLORFNCE F. VIF.IRA
I
� I
1� (:.MTc Alh: DFRT)
I
/AOY TNI Oi•iCs OF
DANIEL F. SULLIVAN
,+ sear.a.aaes•,a+r
l.. r••4 .•rill
BARNSTABLE COUNTY
REGISTRY OF DEEDS
A TRUE COPY,ATTEST
REGISTER
E L=S9
sE� 9
AL
i
1 AL
A
Jk
! `
N +* �
�
N LOT AREA
33,306 SFt
4�3,
CONC. y�
25 �'f FOUND.
N
h
JOB # 03-276
FOUNDATION PL 0 T PLAN
FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT ONLY PREPARED FOR:
LOCATION : \75 MERIDIAN WAY BARNSTABLE, MA
SCALE : 1" = 50' DATE : JULY 22, 2004 CHIP & PATRICIA
REFERENCE : LOTS 71-73,75,77,79 LCP 17933 A WEST
ASSESSOR' MAP 319 PARCEL 12 �koFMASS
I HEREBY CERTIFY THAT THE STRUCTURE
SHOWN ON THIS PLAN IS LOCATED ON THE _ TIMOTHY 9pyG
GROUND AS SHOWN HEREON. H. m
on 506-362-4MI o COVELL y
fmc 5a6 362-9M 0 No.38035 �
down cape engineering, ina
CIVEL ENGINEERS 4DATE
—I-AM SURVEYORs RE LAND SURVEYOR
939 main.sL yamwA, ma 02675
n r
LAW OFFICES OF
THEOD®RE lie SCHILLING, PeCe
1550 FALMOUTH ROAD,SUITE 10 CENTERVILLE,MA 02632
TELEPHONE: (508) 775-0700; FAX: (508) 775-0792
www.lawcapecod.com EMAIL: law@cape.com
June 3, 2004
Mr. Thomas Perry,
Building Commissioner
Town of Barnstable
200 Main Street
Hyannis, Ma 02601
RE: 75 Meridian Way, Barnstable, MA 02630
Barnstable Assessors Map: 319,Parcel 12
Dear Tom:
I have been asked by Chipman Westhaver and Patricia Westhaver to review the title to
the above-captioned property. Although it is shown as one lot on Assessor's Map 319, Parcel
12, it is in fact made up of six (6) lots being Lots: 71, 72, 73, 75, 77 and 79 on Land Court Plan
17933-A (Sheet 2), a copy of which I have enclosed and color coded for your review. This
property was owned by Silvano A. Melchiorri and Lillian E. Melchiorri, under two (2)
Certificates of Titles; Certificate No. 17570 dated March 25, 1955 and Certificate No. 18130
dated August 2, 1955.
On April 2, 2004, Silvano A. Melchiorri and Lillian E. Melchiorri conveyed all of the
land contained in the above two (2) certificates to Chipman Westhaver and Patricia Westhaver
by Certificate of Title No. 172559. As you can see from review of the plan, the property is
abutted by two ways and Lots: 74, 76, 78 and 81. I have reviewed the title to those lots abutting
locus and find that they were never in the name of Silvano A. Melchiorri and Lillian E.
Melchiorri from 1955 to April 2, 2004 and, presently, Chipman Westhaver and Patricia
Westhaver do not own any adjoining land.
I is then my opinion based on an examination of title that locus has been held in separate
owners p prior zoni to the present time and constitutes in my opinion, a single buildable
lot.
Very ly o
T od Al
T S/smr
closure
cc: Chipman Westhaver& atricia Westhaver
A?Building Commissioner Ulter.doe
Doc: ,c'W 03-03-2003 1 1 :04
Ctf*.1681415
BARh1OOLE LMD CWR7 RES157RY
LIFE ESTATE
I,Frederick J. Tirrell of Barnstable,Barnstable County,Massachusetts for
consideration paid of One Hundred($100.00)Dollars grant to Julie F. Tirrell of Second
Way, Barnstable, Barnstable County. Massachusetts,a life estate in land situated in
.4� Barnstable in the C unty of Barnstable and Commonwealth of Massachusetts, bounded
and described as fo lows:
t�~ WESTERLY: by Third Avenue,ninety-five and 65/100(95.65)feet;
NORTHERLY: by Lot 186,eighty-two and 42/100(82.42)feet;
EASTERLY: by a portion of Lots 81 and 83,ninety-five and 98/100(95.98)feet;
and
SOUTHERLY: by Lot 190, seventy-four and 501100(74.50)feet.
All of said boundaries are determined by the Court to be located as shown on
subdivision plan 1 933-G dated March 17, 1969,drawn by Robert G. McGlone,
Surveyor,and filed in the Land Registration Office at Boston,a copy of which is filed in
Barnstable County Registry of Deeds in Land Registration Book 351 Page 54 with
Certificate of Title o. 44244 and said land is shown thereon as Lot 189.
So much of said land as included with the limits of Third Avenue shown on said
plan is subject to the rights of all lawfully entitled thereto in and over the same.
1
There is appurtenant to said land the right to use the private ways and road shown
on said plan and the right to use the bathing beach in common with others entitled
thereto.
CSaid land is subject to rights as set forth in a Stipulation between the petitioner in
this case and Edgar R. Bigelow et at filed with the papers in this case on May 5, 1942
being Document No. 19, 185,so far as now in force and applicable.
There is reserved to Barnstable Bay Inc.the right to install and maintain all public
utilities in,over and upon the ways shown on said plan including the right to grant
easements to public service corporations for the installation and maintenance of such
Q� public utilities.
Said land is subject to the rights granted in an easement given to the Cape&
Vineyard Electric Company et at,dated April 21, 1947 being document No. 19,747,
Said land is subject to the rights granted in two easements to the Barnstable Fire
District,both dated July 11, 1950,being Document Nos. 27,775 and 27,776.
Said land is subject to a taking of Third Avenue by the Town of Barnstable,dated
March 18, 1955 being Document No. 43,562.
For my Title see Certificate of Title No. 144,873 recorded June 23, 1997.
Executed as a sealed instrument this k9d day of 2003.
A5E TI R LL
COMMONWEALTH OF MASSACHUSETTS
ss Date: nay. .3 o200.3
Then personally appeared the above named Frederick J. Tirrell and acknowledged
the foregoing instrument to be his free act and deed,before me.
Notary Public
My Commission Exp.
c:
BARNSTAaLL�
REGISTRY OF-
A TRUE COPY,ATT;.
rk s=•—
JOHN F.MEADE,R_FGf.>'
BARNSTABLE REGISTRY OF DEEDS
Page 1 cf 3
QUITCLAIM DEED
•
Silvano A. Melchiorri and Lillian E. Melchiorri, both
of Natick, Middlesex County, Massachusetts,
for consideration paid, and in full consideration of Nominal [less
than $100 . 00] (GIFT)
0 grant to Chipman Westhaver and Patricia Westhaver,
M
N husband and wife as tenants by the entirety,
0
of 288 Mill Street, Holliston, MA 01746
E
with QUITCLAIM COVENANTS
ro
Parcel One:
[ The land with the buildings thereon in Barnstable (Village) ,
b Barnstable County, Massachusetts, bounded and described as
cm follows :
3 WESTERLY by a portion of Lot 74, 76 . 86 feet;
c NORTHWESTERLY by a Way, 127 .46 feet;
ro
NORTHEASTERLY by the junction of said Way and another Way on a
Radius of 24 . 06 feet, 59 . 84 feet;
v
LO
E
EASTERLY by a Way, 162 . 70 feet; and
SOUTHERLY by Lot 75, 110 . 55 feet .
u�
ro All of said boundaries are determined by the Court to be located
as shown on plan 17933-A (Sheet 2) dated August 1939, drawn by
v Whitney & Bassett, Engineers, as modified and approved by the
< Court, and filed in the Land Registration Office at Boston, a copy
>4 of a portion of which is filed in Barnstable County Registry of
Deeds in Land Registration Book 54, Page 54 with Certificate of
Title No. 8594, and said land is shown thereon as Lots 71, 72 and
0 73 .
W
a' Parcel Two:
The land with the buildings thereon in Barnstable (Village) ,
Barnstable County, Massachusetts, bounded and described as
follows :
SOUTHEASTERLY by a Way, 160 feet;
SOUTHWESTERLY by Lot 81, 89 .23 feet;
• NORTHWESTERLY by a portion of Lot 78, by Lot 76 and by a portion
of Lot 74, 161 .41 feet; and
Page 2 of 3
NORTHEASTERLY by Lot 73 , 110 .55 feet .
• All of said boundaries are determined by the Court to be located
as shown on plan 17933-A (Sheet 2) dated August 1939, drawn by
Whitney & Bassett, Engineers, as modified and approved by the
Court, and filed in the Land Registration Office at Boston, a copy
of a portion of which is filed in Barnstable County Registry of
Deeds in Land Registration Book 54, Page 54 with Certificate of
Title No. 8594, and said land is shown thereon as Lots 75, 77 and
79
So much of the land herein registered as is included within the
limits of the Way shown on said plan is subject to the rights of
all persons lawfully entitled thereto in and over the same.
• There is appurtenant to said land the right to use the private
ways and road shown on said plan and the right to use the bathing
beach in common with others entitled thereto.
Said land is subject to rights as set forth in a stipulation
between the petitioner in this case and Edgar R. Bigelow et al
filed with the papers in this Case on May 5, 1942, and being
Document No. 19, 185, insofar as the same are in force and
applicable.
There is reserved to Barnstable Bay, Inc. , the right to install
and maintain all public utilities in, over and upon the Ways shown
• on said plan including the right to grant easements to public
service corporations for the installation and maintenance of such
public utilities .
Said land is subject also to the building and zoning laws of the
Town of Barnstable.
The premises are conveyed subject to Easement to Cape & Vineyard
Electric Co dated April 24, 1947, and filed as Document No. 19747 .
The premises are conveyed subject to Easement to Barnstable Fire
District dated July 11, 1950, and filed as Document No. 27775 .
For title see Certificate of Title No. 17570 filed with said Land
Registry District in Registration Book 129, Page 30, and see
Certificate of Title No. 18130 filed with said Land Registry
District in Registration Book 133 , Page 110 .
Property Address : 75 Meridian Way, Barnstable, MA 02630
Executed as a sealed instrument this l day of 2004 .
• Silvano A. Meldhiorr i-2--
i lian E. Melc iorri
>`. Page 3 of 3
Middlesex, ss . COMMONWEALTH OF MASSACHUSETTS
On this day of 2004 , before me,
the undersigned notary public, personally appeared SILVANO A.
MELCHIORRI and LILLIAN E. MELCHIORRI, to me personally known to be
the persons whose names are signed on the preceding or attached
document, and acknowledged to me that they signed it voluntarily
for its stated purpose.
aU ON. �: `.:�:; ',. Not ry Public
MY commission xpir
•
•
Continua /Ride Vents SMO 0E DETECTORS O.K.
S- 9
1 1 I BARNSTABLB IBUILDINa DEPT.
S' Pitch (asphalt archtechual shingtes)
{y
4,ll -_ Continuo s Soffit Vents
Mabec Wood Shingles
._Y
.
T ... :...... 9 ..�..,. ._ I
I
7 3/4' Pitch L, i
7 Pit
3 t_ _ 1 i ,j% ( _ -�1 4' ch
4
12'-4 I
S
f �
( g
14T
ri i
H IIH
L I
1'
3 3'
32,_6//
34/_0//
2'
75 Meridian Way
Front Elevation 1/4" = 1' 0" Rev. 1 4/26/04
Lot 75
Meridian Way
Arnstalale, Ma.
Tel. 508-429-4021
k
Continuous Ridge Vents
8' Pitch (asphatt archtechuat shingles)
F1 I
4,�j ---, T G?ontinuous Soffit Vents
_ij, s �
TI
Mabec Wood Shingles
Tij
t83
4 i f
Fill
Lry,"JI-rLIA
J._ S 7 3/4' Pitch
LLIJJLl
7 4
( r
1
77 @
i E -IF
LLJ
... .. _ f1-, ._ . „_
I I t !
. _ _ _ #,r],s i 1
_......- ........ .. ........ I 1. .. ,......k,-f ...........t � l_ _ .. ..1........9...i 6.....-H....J p . .. [._. .... I _ _ d ... 1 i...�..�....L...,_,.i...t. ..._.,
€ LLLLii 1 1 11 i 1 i il
11
Bulk Head t...x..£ k.. .� .�.___....... y d..f_...q_..
(
Foundc tion one foot above finish grade.
34'-0" `
75 Meridian Way
1/4" = l` 0"
Patr1r.1a and Chip We thaver
Rear Elevation Rev. 1 4/26/04
Lot 75
Meridian Way
Barnstable. Ma.
Tel. 508-429-4021
_
8' Pitch (asphalt archtechual shingles)
_ ..:__..
_.::: _: _
10 10
Wood Clad oard Siding
_... ....... __ .� m.... -�._ .. -_... - _.._ _._.....- .
_.._
............�_.....,....,..........,. ...'�....... .__........ _.. ..-.µme :-...._.�.� I___ --__.." _.»._......�_. �.,....�. ,..,,.........:......._. ..�rv��r..-..,...._..._..,........_...._....._..
Foundation one foot above finish grade. 75 Meridian w a y
Patricia and Chip Westhayer
Rev. 1 4/26/04
3 0' JLot 75
_ Meridian Wa
Tel. 508-429-4021
Left Side Elevation 1/4" = 1' 0"
Continuous Ridge Vent
.-----,_._
8' Pitch (asphalt archtechual shingles)
_ .--. . _..._.._. .._. ._...__ _.. ._...
Continuous Soffit Vents
3 0'
� � •--- —�--- -�— Wood Glad Board Siding
ry
........_ .._ .... ....._........._....._._.... _ _ ..._. _.._._ ._.. _...__
45 �� _- T
----------------------- -�� _ Continuous Soffit Vents
.... .................... ._................... ...�.;-._ ........._.--.......
__
LI-55 '
2 0'--)
30 75 Meridian Way
6
f Rev, 4/26
3Lot 75
e 1 /04
Meridlan Way
Right Side Elevation s 1/4" = 1' 0" Tel. 508-429-4021
2"X6" Partition for
�4�� 14 —10" 12� 3'-10"
Will
- -7� — Rough Open Unit Size
2'-11 1 2"W 5'-5 1 i Ref. 2 9 A Single Window 13'-0"W 5'-6"H / - /2"H
-- -�'� -1 1 2 1 2 B Double Window
5'-6"H
F-]Formers Porch
6 — Dish C Triple Window 9'-0"W 5'-6"H 18'-11 1 2W 5-5 1 2 H
1 _ 1 Washe� 1 �" D Single Window both,kit,3rd fl. 13'-0`W 4'-0"H 2'-11 1/2''W 3'-11 1/2"H
— 4 2 __i _..._. ._. 16 —14 �J) Archmow =6: ,_ _0 3/8"W 3'-2 3/4"H 5'- 11 7,78 W 3-2 1 4
0 F Porch Sliding Windows 4'-0"W 5'-0'H 3'-11 1/2W 4'-11 1/21-1
G 2nd Fl. Four Window €
Bed Room _ °- 3 Kitchen Room 12'-0'W 5'-6"H11-11 1/2"W 5-5 1/2"H
Bath Room H Kit French Door
75 1/4"W 82 1/2"H 74 9/16"W 82`H
I Porch Fnt French Door 75 1/2"W 82 1/2H 74 9/16"W 82"H
J Rear Porch Door 37 5 8 W 82`H
1 > 1 If 138 1/2"W 82 1/2"H / "
10 —51
11 —0 2 (F) K Drive.Side Door
38 1/2"W 82 1/2"H 37 5/8"W 82"H
7777771
L Fmt Door w/sideLTS/Trans. 65 i 2"W 96"H 164 5/8-W 95 1/2"W
Screen Porch , M I
� ) 0 Stair Treads 10" - 8" Risers 1
2X8" Beam P Vaulted Ceilings 12' above
30, _ Across/Voulted Ceiling 2nd floor
Left E ide SD Smoke Detector
Enter nce
2'—g4" 1 ,
7'-6"
�H) (F)
Bed Room Living Room
12'-24„
1 „ ) (0) "
12 —02 12'-42[ 3 —10 17'-94" 5 4
—2„
6'—4 '
10'—7'$
FM
(L)
-6)1--J
18,_1 „
6' Farmers Porch 2 8,
75 Meridian Way
Patricia and Chip ftsthaver
Meridian
4 -0" a Mn
First Floor Layout 1 /4" = 1 ' 0" Tel, 508=A29-4021
2"Xti" Partition for „
�--�j Plumbing Ch se -- 1 —4
Rough Open Unit Size
Nc
A Single Window 3'-0"W 5'-6"H 2'-11 1/2"W 5'-5 1/2"H
r ---�,,,� —3 B Double Window I I
6'-0"W 5'-6"H — —
I I I C Triple Window 9'-0"W 5'-6"H 8—11 1 2W 5 5 1 2 H
)—� D Single Window bath,kit,3rd fl. 3'-0"W 4'-0"H 2'-11 1 2"W 3'-11 1/2"H
7'_g r
10'-2—" '-82" 167-1 —" Arch mow 11 7 8 3-2 4
1 1 1 6'-0 3/8"W 3'-2 3/4"H ��
4 � 2 4 F Porch Sliding Windows
l 14'-0"W 5'-0"H 3'-11 1/2W 4'-11 1/2H
11 ' 83" r-- — G 2nd Fl. Four Window 112'-0"W 5'-6"H 111-11 1/2"W 5'-5 1/2"H
4 }
H Kit French Door 175 1/4"W 82 1/2"H #74 9/16 W 82"H
i I Porch Fnt French Door82 1 2H 174 9/16 W 82"H
Bed Room Bath Room -- J Rear Porch Door 38 1/2"W 82 1/2"H 37 5/8"W 82"H
K Drive Side Door
j38 1/2"W 82 1/2"H (37 5/8"W 82"H
i
L Frnt Door w/sideLTS/Trans 165 1 2"W 96"H 64 5/8"W 95 1/2"W
Family Room Vaulted Ceiling M
(P)
O Stair Treads 10" — 8" Risers
Porch Roof P Vaulted Ceilings 12' above
Left Side 2nd floor
Enterance
30 Roof ) SO Smoke Detector
i 1 r
E
2'—11 " $ Above
ga 1 ,
Y
1 2'-1 4rr
12'-34" 3 —10 17'-94"
( ) ed Room (0)
All
7r-5„
__._To"-Unfinished Attic
3 —2
17'— 0"
28'-11 " Porch Roof 75 Meridian Way
Patricia and Chip Wes hover
Lot 75
Meridian Way
Rnrnntehie Mn
34,-0r,
Tei, 508-429-4021
Second Floor Layout 1 f 4" 1 ' 0"
Rough Open Unit Size
A Single Window 3'-0"W 5'-6"H 2'-11 1/2"W 5'-5 1/2"H
8 Double Window V-0"W 5'-6"H i 5'-11 17W 5'-
C Triple Window 9'-0'W 5'-6"H 8—11 1 2W 5—5 172 H
D Single Window both,kit,3rd fl. 3'—O'W 4'-0"H f 2'-11 1/2"W 3'-11 1/2"H
i
16'—11 t Archin ow 6'-0 3/8"W 3'-2 3/4"H — 1 8 W — i 4
4 F Porch Sliding Windows d4'
1 -0"W 5'—O"H 3'-11 1/2W 4'-11 1/21-1
G 2nd Fl. Four Window 12'-0"W 5'-6"H 1 11-11 1/2"W 5'-5 1/2"H
H Kit French Door 75 1/4"W 82 1/2"H �74 9/16"W 82"H
I Porch Fnt French Door 175 1/2"W 82 1/21-1 74 9/16"W 82"H
J Rear Porch Door 1
38 1/2"W 82 1/2"H 37 5/8"W 82"H
K Drive Side Door
Unfinished Attic Space Family Room Vaulted Ceiling 38 1/2"W 82 1/2"H 37 5/8"W 82"H
(P) L Fmt Door w/sideLTS 65 1/2"W 96"H 64 5/8"W 95 1/2"W
M {
Left Side O Stair Trends 10" — B" Risers {
Enterance !
Roof P Vaulted Ceilings 12' above ?
30 2nd floor
SD Smoke Detector
1 '
1 '
(0)
12'-44 -3 -10 17'-94"
io Unflnished Attic
Y 75 Meridian Way
Porch Roof
Patricia and Chip Westhaver
_Lnt 75
Meridian Way
BamctnblP Mn.
34'-0"
Tel, 505-429=4021
Third Floor Layout 1 /4 = 1 ' 00'
3„
Farmers Porch Roof
Family Room
7' 7 16'—1 9„
8 1 16
31e T&G Plywood Glued
to Floor Joist. Main House
10 -51
20' 30'
2 X 10KO Spruce #2+BTR
Screen Porch Roof
Unfin ed A is Sp e
7,_6,,
fr�tt Family Room Vaulted
3l1' i _._ i i ._i ec�in i:Walir low f i1 i..i.:E i_... i.i i i_w Ceiling 2X6 16"O.C. Family
Left Side Room Ceiling at Vaulted
Enteranc Roof
Area is 12' from
Finished Floor.
17'-9 „
12'-01
1 1 „
Use Joist Hangers on
4 Stair Opening
Family Room
Farmers Porch Roof
75 Meridian Way
Patricia
33'
34'-0„ e •a a
Bacn-strihi. Mn
2'
Th ir(l FI nnr I r7 wni +t
1 /4') — n"
Box for Plumbing Joist Hangers
eq fired by Code
11;�F5;Z�---F
Farmers Porch Roof — -
3„ 7 1 16
g 1
3/4" T&G Plywood Glued
to Floor Joist. Main House
Bed F c am
10'-52 Both oorr
Floor Joist 2x1O KD Spruce #2+BTR
Screen Porch Roof
For ly Ro
"
7,—6 20,_043„
3 0 — — earn Required For Open Liv itch on 1st Floor
I L .. 11 ___I I B�tiring_IWolll i J I II i_i (l ml I I_I �,„ I I �_� Laminoted Beam q P
Left Sid r FBO3 3/ 1 3/4" x 14" LVI.
Enteranc Roof 30
,
36'
3�
1 ^ Joist Hangers Required
Bed F c am
12'-0�"
2
1 =— 1 't Use Joist Hangers on
4
Stair Opening
—3 5'-61 „
4
Laminated Board for Box Frame
of Main House and Screen Porch
-LL
Farmers Porch Roof
75 Meridian Way
33' 1 ,_1
Patriciaa
Meridian
IP Mn
34,_0„ led. .508- -
2'
Second Floor Layout
1 f4„ — 1 , 01)
h
Uua iut riununny UUML 11unyesla
Required by Code 3»
Composite Board Decking
3 — "
37 2" X 8" Pressure Treated Box Frame
and or Joist on Farmers Porch
1 IP
— " 7 16 1
1 1
3/4" T&G Plywood Glued
to Floor Joist. Main House and
ed R m Kit Ro Formers Porch
10'—5110 Both oom
20' 30' 36'
Scree Porct
Pressure Treated 2" X 6" Sills
where in Canta with Concrete
7'-6„
30' Left Side Laminated Main Beam 4/ 1 3/4 X 14"LVL
Enteranc
,
Joist Hangers Required in Main House
and Scre orch
4 4
ed R m Livinc Roorr
2Xi0 KD Spruce #2+BTR 10'
12'-02"
5 —3
Use Joist Hangers on
Farmer Porch Joist and
Stoic Ope�
Composite Board Decking
6 Fai ners orch
2" X 8" Pressure Treated Box Frame
and Floor Joist on Farmers Porch
75 Meridian Way
33' Pgtrirla and Chip Westhmter
34'-0„
Meridiana
RarmOnhiw AAn,
2' TeI• Da-42�-4021
First Floor Layout . 1 /4" — 1 ' 0"
Section 'E'
2'W X 111' Footings
( , CA) Q (A) 10' X 8' Concrete Wall for
(C) (A) Main House and Screen Porch
Farmers Porch (C) 10 a 1/
_ 1D"4„
3,
Section 'D'
Beam Pockeol
oo
i
A) 2 0' 3 0'
oo
Section 'D' Section 'D'
Beam Pocket Beam Pocket
0"
i
o
(G)
_._..... _. _._.. _ .. ._ .___....._ .._.... _.. mm._. _ __ _...... _ _ _ Section F r .. _.__ Scton •
3 0 (� ) a 2' Bell (One Pour)
- �..__ _w.. - _ _a_- __-_ -. _ ..__._ _ _.. ..,. _. —. _ _ ..... ..._. — ._ ._
10'W X 5'H Concrete Round Pillars for
Farmer Porch
lo
12,_6„ __ 18`
1D"�
Continuous Laminated Beam
4/ 1-3/4' X 14' LVL
(A)
i
1 '
(A) )
(C) L2 r—J
f
A Basement Windows 2'-8 5/8' H X I'-B'W
(C) B Butk Head Opening 3'-6' X to Footing
C 4' Perimeter Drain / Stone Base
o D Beam Pocket
E 8' Walt Section See Detait
CA) )
G 31W X 12'D Cont. Footle
(C) H Lan, Main Beam 4/ 1 3/4 X 14' LVL
I Weatherproof Found. up to V Below Grade
(C) 35 —1"
SO Smoke Detector
Farmers Porch
1 All 75Meridian Way
Rev.1 4/26/04
Lot 75
3 r_c rr Meridian Wa
o / Tel. 508-429-4021
34'-0„
Foundation Plan 1/4" = 1' 0#
Contlnuou Ridge Vents
1' X 8' Collar Ties @32' O.C.
8• PI h (asphalt archtechuat shingles)
Unfinished Attic
A Single Windows
B 2' X 8' Roof Rafters @ 16' O.0
5/8 CDX Plywood Sheathing
3/4' T&G Plywood Glued to C 2' X 8' Porch Floor Joist @ 16' O.0
Joist CB D All Watts 2' X 4' Studs @ 16' O.0
)
E 2X10 KD Spruce #2 BTR
F Foundation 1'-0' above Finished Grade
R-30 Batt. Insulation. 6 Porch &-0' above
(E) Vapor Barrier. Low E Anderson Windows and Therma Thru Doors,
I Continuous Ridge Vent
Continuous Soffit Vents
I'
1/2, CDX Plywood Sheating '— "
(A) ��r Waits
' ° Rlation Vapor Barrier
7 3/4' Pitch
5-1/2' Pitch
3/4' T&G Plywood Glued to (E) (B)
Floor Joist
Continuous Soffit Vents
c;
10'-10"
(A) !µ( 7'-6"
R-30 Batt.
3/4' T&G Plywood Glued to ,.. _,. 8 (E) (C) „ Bo tsII X8'0L 1ACchor
Floor Joist
Finishe IC, 1,
Grade Q L-CF) 2' X 6' Pressure Treated
Slit
5'—6„ (G) with C t. Seat
b ,
a
Laminated Beam 4/ 1 3/4' X 14' c
LVL
Joist Hangers Requir ° Damp Proof Exterior of
L Foundation up to 1'-0'
from Top
I —9
7, r
� 7
0
Re-Bar as Requir d 75 Meridian W Q
Patricia and Chlo Westhaver 1,
,
Rev.0 3/1/04
Met 75 Wn
Tel. 508-429-4021
tom'—a
fief t Side Structural 1/4" = 1 0"
f 4-5/8" Pitch
o 4
Screen Porch
i
8" Pitch (asphalt arehteehua shingles)
, I
Left Side i
Enteronce o �'— 31)
may— z Continuous Ridge Vents
7 3/4" Pitch
I '
J O'
2" X 92" Ridge Board
c Rafters O
5 8 CDX Plywood ood Sheathing
8" Pith (asphalt orchtte hualshingles) D
�—
4' �
'
Pitch
I
3
I
Continuous Soffit Vents
o II
4-0" Pitch Z �-"�-
4" 4-5/8' Piton
Porch Roof
... ._-. _ _.._ _ .._ 75 Meridian Way
--P—Qtricla and Chip s
33' �
Rornetah1po•mn
342-0„ Tel. 508-42 -
2'
Roof Layout 1 /4' 1 , 'p"
i,
F r
t "� t
Revisions
yry } R
Barnstfi([/Ki Harbor 3/12/04 ADD WETLAND LINE SHOWN AS
"WETLAND BY ARTICLE 27" �`.'
LOCUS - RELOCATE HOUSE, GARAGE, '`
rr . DRIVE & GRADING. ' s 4 t€ +�
>? t �°�#
t
+
O 4 1
- .ter ((cr` a•}tY i'' i �fi� � 04it.
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t tF ,yy
LOCUS MAP Ix k
off. 508-362-4541 + sc � fk ` T
I A:
fax 508 362- S88O `� 5 ��
�}sg A xqJ�.a
NOT TO SCALE #
do wn cape engineering, kidk
ASSESSORS MAP 319 PARCEL 12 CIVIL ENGINEERS:
LAND SURVEYORS , }
A.
ZONING SUMMARY 939 main st, yormouth ma 0267 +!R
ZONING DISTRICT: R8 RESIDENTIAL DISTRICT
SUBCONTRACT SERVICES FOR: y� �
MIN. LOT SIZE 43,560 S.F. SURVEY & ENGINEERING SUPERVISION '
_ - -- MIN. LOT FRONTAGE 20' fxl ;A t d
\ MIN. FRONT SETBACK 20 It ils �
NIF MIN. SIDE SETBACK 10' Project Title....
Frank Viero
Map 319 Parcel 1 \ MIN. REAR SETBACK 10' __•.
N WF A 15
Herbert Carroll M Q R2
/ 520
Mop 319 Parcel 137 �16 WF A 16 \ o� 0 4
3B• r '
-� Al — _ �'� S NOTES: y ;, A� ti ' [
. �
Fens 28 . /.• /
�.•
1. THE EXISTING CONDITIONS SHOWN HEREON ARE 75
WF A13
e o I f--_---12 ! �. "F Az y 4 THE RESULT OF AN ON-THE-GROUND SURVEY
a N ��� WETLAND BY ! .i - PERFORMED BY DOWNCAPE ENGINEERING INC., ON Meridianfi `s
WETLAND BY
o —13 ARTICLE 27 CH. 131 SEC. 40 ` �� DECEMBER 19, 2003.
Al
� 5►•� �, —14— •� wFA1 Way
1 2. ELEVATIONSARE BASED ON N.G.V.D.
#6
-BULKHEAD Wr
AJ - C 3. SITE IS LOCATED WITHIN F.E.M.A. ZONE 8 AS ',
69.0� l
`i SHOWN ON COMMUNITY-PANEL 250001 0001 D, MAP41
16.0'- G✓,a S3' SHOWER PORCH " ''' \
REVISED DULY 2, 1992. Barnstable,�W All
}
PROPOSED o' � h 4. ALL
EXISTING UTILITIES SHALL BE VERIFIED AND
50.
24' x 24' PROPOSE{) t i Ik.S
.. , r .v..
GARAGE DWELLING ,
MARKED PRIOR TO ANY EXCAVATION. MA '
,
TI
F.F. ELEV. L0 , O ED
f-v�iv/C� 4 r p I PROPOSED UTILITIES iv bt IN;a i.YLL�u .
f J,
Io I UNDERGROUND AND TO BE COORDINATED WITH k �� Wit,
WF
rb "1 ram' # I s �Iz . 1Ga
N Lots Totai ,
/F I o 1 — _ APPROPRIATE UTILITY COMPANIES wf'
Walter & Barbara Nogle y I �. \
Area=33,306t Sq. Ft. I I II �. _
Mop 319 Parcel 11 -
PROPOSED C�7VERED PORCH � ��' ! •' wF A10
�j'rlias Or !: - 6. REMOVE SLASH & DEBRIS FROM WETLAND BUFFER h �,
6r�►ss v - 0.76 Acres ! & PLANT WITH NATIVE COMPATIBLE SHRUBS & x ' '
"i LIT
(23,816 Ft. Upland)
S9 GRASSES
pr► (9,490 Sq. Ft. Wetta�d)
re- �. Of- As .� r 7. VISTA PRUNING TO BE DONE IN CONSULTATION
�c37ti 644Wt,l 5 1� •• ems.:.____... Limtit of wet/ad
9 f Ured Or
WF A
v� i �� -� -,..,.._....____... ,._... —...�...___ ,�` ►u WITH CONSERVATION AGENT. Prepared
P F
6rgt4 1 - `�o,� 8. FOUNDATION DESIGN & FOUNDATION DRAINAGE TO
1
PROPOSED SPLIT RAIL
_�� _ � BE DESIGNED 8Y OTHERS.
Fraer%�} p Chipman & Patricia
S � rnPROPOSED SEINER & WIRE BACKED FENCE
9. CONTRACTOR SHALL BE RESPONSIBLE FOR We$thaver �`� 4` "z'
t[ 4
CONNECTION OBTAINING SEWER CONNECTION PERMIT.
--- -- - -- _—� C ci
} + r y +
Approx. Existing Ln Edge Of Povement �.- sti
---- , 20 Rnscally Rabbit Road
S
S Marstons Mills, MA 02648
Sewer Stub (5.5' Veep) S S
Sewer Monhole--�
lnvs6.23* MeridianWay
A. M. Wilson Associates Inc. $I gar
JS
508 420 9792 t FAX 420 9795
At
Drawing Title "
"4 *$
L
Wetlands
{}'2 1g i 1 9 8
Permit
= Es
0A
J-larµ
t � t
M ki
Scale: 1"= 20'
�y 7tlk+�t �Q4�4
ZNOF 0 lU 20 30 40 50 FEET
ARNE Date Feb. 4, 2004 p ,+
H. Drawing No. �
OJALA CO3 Design A.M.W. * i,
q No.26348 ' A'r
Ix
�o Chick ��FI1
� fi
p
fs�sXo
q,
Drawn J.V.8, _ �rrr ' � -1°}Fr•'
Job. No. 2.1349.00 4[
s
Last Rev. 3/12,/04 of 1 b�� �
DCE JOB N0. 03-276 1.,
Was w ;l tMnr uttvrr J
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