HomeMy WebLinkAbout0176 SHELL LANE 176Mu
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Town of Barnstable Buildi
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t rsrn�u� ; Post This Card So That it is Visible From the Street-Approved'Plans,:Must be Retained on Job and this Card Must be Kept,M MN MA " )Posted Until Final Inspection Has Been Made. Permit
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Where a Certificate of Occupancy is.Required,such Building,shall Not be Occupied until a Final Inspection has been-made . p
Permit NO. B-19-488 Applicant Name: Richard Benoit Approvals
Date Issued: 02/26/2019 Current Use: Structure
Permit Type: Building-Pool-Inground Expiration Date: 08/26/2019 Foundation: '
Location: 176 SHELL LANE,COTUIT _Map/Lot: 019-086 Zoning District: RF Sheathing:
Owner on Record: BREW, FRANCES V Contractor Name: RICHARD E BENOIT Framing: 1
Address: 176 SHELL LANE Contractor License: C&'056174 2
a
COTUIT, MA 02635-3331 f+ .
Est. Project Cost: $65,000.00 'Chimney:
Description: 16'X 36' In ground Gunite pool with pool complientfence,: `!. Permit Fee: $ 175.00
ix Insulation:
f a
Project Review Req: ,. Fee Paid $ 175.00 r
Final:
Date:
71,
Plumbing/Gas
Rough Plumbing:
g g
r `Building Official Final Plumbing:
This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within`six months afterissuance.
All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas:
All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes.
This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas:
work until the completion of the same.
_* Electrical
The Certificate of Occupancy will not be issued until all applicable signtures by the Building and fire Officials are provided on this permit.
Minimum of Five Call Inspections Required for All Construction Work: Service:
1.Foundation or Footing y Rough:
2.Sheathing Inspection
3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final:
4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection
S.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough:
6.Insulation
7.Final Inspection before Occupancy
Low Voltage Final:
Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health
Work shall not proceed until the Inspector has approved the various stages of construction.
Final:
"Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A).
Fire Department
Building plans are to be available on site / � Final:
All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT ? g
O / '
; .• TOWN OF W&TABLE
BUILD
PERMIT
PARCEL ID 01.9 086 GEOBASE, I D 67 ;
ADDRESS 176 SHELL LANE PHONE
COTUIT ZIP -
LOT 9 + 1.0 BLOCK LOT. SIZE
yDBA { DEVELOPMEk DISTRICT CT
RM ( I DESCRIPTION IIO ET �AREI IT TYPE BULDRTT LDA
CON".RACTORS: BAYSIDE BUILDING, INC Department of
ARCk�ITECTS: Regulatory Services
TOTAL.,&'EEQ- $2,385.91
CONSTRUCTION COSTS $520,892.00
101. SINGLE EAM HOME DETACHED 1 PRIVATE ;'�sntuvsinB>IE,
BU IN D ISION'
Wes.: ... By :
DATE ISSUED 10/12/2005 EXPIRATION DATE
THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR,SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN'
CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR
ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS
PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS.
MINIMUM OF FOUR CALL INSPECTIONS REQUIRED
FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON,J .1 AND" WHERE APPLICABLE, SEPARATE
THIS CARD KEPT POSTED UNTIL FINAL INSPECTION
1.FOUNDATIONS OR FOOTINGS -, PERMITS ARE REQUIRED FOR
2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE'OF OCCU-.,. 'ELECTRICAL,PLUMBING AND MECH-
(READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS.
3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE.
4.FINAL INSPECTION BEFORE OCCUPANCY.
POST THIS CADD SO IT IS VISIBLE FROM STREET
i
i
BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECT�R�ICAL INSPECTION APPROVALS
l
F
7 1 1 HEATING INSPECT ON PPROVALS ENGINEERING DEPARTMENT
2 BPARP OF HEALTH SBe rnd
1s 06 duos-- y8/
OTHER: SITE PLAN REVIEW APPROVAL
�. z
m SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS .
'ECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR-BY
"9TAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA-
NOTED ABOVE. TION.
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BUILDING
PERMIT .
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Town of Barnstable
Building Department - 200 Main Street
BARNSTABLE,S& * Hyannis, MA 02601
9 M16!359.ASS. (508) 862-4038
Certificate of Occupancy
Application 87487 CO Number: 20060029
Parcel ID: 019086 CO Issue Date: 05/25106
Location: 176 SHELL LANE Zoning Classification: RESIDENCE F DISTRICT
Owner: BREW, LAURETTE ALLENE TR Proposed Use:
23343 BLUE WATER CIR - #13109
BOCA BATON, FL 33433
Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00
CERTIFICATE OF OCCUPANCY RES
Comments:
z6 �� 06
Building Department Signature Date Signed
Application & Permit to Install Fire Alarm System
To: Head of the Fire Department:
Application is hereby made in accordance with the provisions of Chapter 148, and regulations made under authority
thereof to install for the person or persons and at the location named herein, certain equipment for a fire alarm system.
This application is made with full knowledge of the current requirements of the regulations governing such installations,
which will be made in-compliance therewith. The installation of said system shall conform to plans presented for review by
the Fire Department having jurisdiction.
Permit No.
PROPERTY INFORMATION
Property Address: 1-7(. .cWt L.Aoj E' Co4u►-f Map: Parcel:
Number Street Village
Fire District: ❑ Barnstable ❑ COMM J2f'Cotuit ❑ Hyannis ❑ West Barnstable Use Group:
Name: RAM} 0 e— ❑ Owner 4K901der
Address: Alec [ �, �d Phone:
,��// FIRE ALARM INFORMATION
Check One: Mew System ❑ Repair/ Update To Existing System ❑ Required Upgrade To Current Code
Manufacturer Make/Model: SSA'~U 3 Z--' 4Battery ❑ 110 volt A'•EACP
Type(s) To Be Installed:41!'Photoelectric ❑ Ionization ❑Other
Quantity To Be Installed: -� Basement -'&1 st Floor S 2"d Floor _3rd Floor Other
Initiation Devices: 2—Heats _ Pull Stations _Duct Smoke(s) Other:
Activation Devices: _ Horns _Strobes _ Magnetic Release Elevator Recall Other:
INSTALLER INFORMATION
Installer Name: -T7 Q- �S-' C C�' /�/ /
Mailing Address: pc-) &2' y- f 6 (5
City, State, Zip: /A� 13W dZ'Z'-�>Phone:
Certification # C— ❑ Class A ❑ Class B JZK.lass C Q<Zss D .Expires: 06) 7
Inspection Contact Name & Phone(s): s
OFFICE USE ONLY
'Application Date: Taken By: Permit/Applic. Rec'd: #Plans Rec'd:
Plans Reviewed By: C TO 1V D 2 Q Date: /6 -rr-('0 S ❑ Approved ❑ Incomplete
Comments: �e(A de-le-c�ov-S J fd --X-o 6o JcL Q treq dd&d 1-40fp
I have inspected the above installation and found it to be I have provided accurate information for the above
in accordance with the information and plans provided application and will install this system in accordance with
with this application. applicable laws and regulations.
Fire Department Date Instiller / Date
See Reverse Side For Installation—Inspection Checklist White-FD Original Yellow-FD Permit Pink—Installer
FIRE ALARM INSTALLATION & INSPECTION CHECKLIST
Note: All installations shall conform with 780 CMR 3603.16 and installed and maintained in accordance with
3603.16, manufacturers instructions and listing criteria and otherwise shall be installed and maintained in
accordance with Chapter 2 of NFPA 72 and 527 CMR 12.00. This checklist is based on typical installations
only. If and when unusual or special installation circumstances are presented, consult the fire department.
❑ All devices and equipment compatible for the ❑ Photoelectric detectors: Required if located
.purposes intended. (3603.16.2) within 20 ft. of a kitchen or bathroom (with tub or
shower). (3603.16.11)
❑ Power for single and multiple station smoke
detectors: Shall be supplied from permanently ❑ Maintenance: Owner supplied with
wired connection to an AC power source. AC manufacturer's operating instructions so they
powered detectors shall be on a single branch may meet their obligation to maintain the
circuit which also provides service to habitable system. (3603.16.12)
spaces that may be occupied. Power source shall
be on the supply side, ahead of any switches. ❑ Upgrade: Entire building has been upgraded with
(3603.16.5) addition or creation of one or more sleeping
rooms. (3603.16.13)
❑ Power for low voltage systems: Shall include a
listed control unit with automatic detectors and ❑ Detectors secured and attached, in working
occupant notification powered from a order with any protective packaging removed.
permanently wired AC primary power source. AC
power shall be supplied either from a dedicated ❑ Detectors mounted on walls shall be no more
branch circuit or the un-switched portion of a than 12" but no less than 4" from ceiling or
branch circuit also used for the power and lighting adjoining wall.
of habitable spaces. (3603.16.6)
❑ Detectors mounted on a ceiling shall not be
❑ Secondary electrical power: Shall be provided by closer than 4"from wall (NFPA). Recommended:
monitored batteries for 110 volt and low voltage Mount detectors 2-3 ft. from wall.
household fire warning systems. (3603.16.7)
❑ Detectors not closer than three (3)feet from:
❑ Activation: Activation of one detector causes the Paddle fans (measured at tip of closest fan
alarm in all required smoke detectors in the blade), Supply vents for HVAC units (measured
unit/dwelling to sound. (3603.16.8) from edge of grill), and bathroom doors.
❑ Signal Intensity: Required alarm sounding ❑ Fuse panel clearly marked to determine
devices shall be 85 dBA at ten feet, those in compliance with 3603.16.5 and 3603.16.5.
bedrooms shall be 75 dBA at ten feet.
(3603.16.9) ❑ Detectors shall not be located in "dead air"
spaces, shall be mounted on slope of peaked
❑ Required Locations: (3603.16.10) ceilings three (3)feet from highest point, not on
1. Immediate vicinity of bedrooms*. sidewall. If ceiling at peak is flat, detector shall
2. In all bedrooms. be mounted on this surface. Refer to NFPA for more
3. In each story including basements and cellars but information.
not crawl spaces and uninhabitable attics.
4. One for each 1200 sq. ft. of living space or part Additional Requirements:'
thereof. ❑ House Number Posted in accordance with Town
5. Split level homes -smoke detector installed in of Barnstable Regulations.
upper level unless intervening door is in place, 1. Arabic numerals, contrasting color.
then one shall be installed on each level.
6. Not required in bedrooms where an automatic 2. House number visible from street.
sprinkler system is present. 3. If numbers not visible from street, must be
posted at driveway entrance or as needed.
*Immediate vicinity shall mean within 20ft. (measured
on a flat, unobstructed ceiling)from doorway of room(s)
containing smoke detectors.
Barnstable C.O.M.M. Cotuit Hyannis West Barnstable
(508)362-3312 Phone (508)790-2380 Phone (508)428-2210 Phone (508)775-1300 Phone Phone(508)362-3241
(508)362-8444 Fax (508)790-2385 Fax (508)428-0202 Fax (508)778-6448 Fax (508)362-3683 Fax
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION'O/YLo
Map 19 Parcel E(p J Permit#
Health Division Date Issued
Conservation Division _ 71 Oe 9191,0 YI%MAJ Application Fee 7- 7S'
Tax Collector jbj!�=yyl Permit Fee
Treasurer
PC-r'-brt IT INS SEPTIC SYSTEM MUST BE
`7`{-�/ TALLf` ! '%U?�P
Planning Dept. /� ,_IANCElr,r i�.
ENVIR0�1PfEirl i ;, c:
Date Definitive Plan Approved b l2elvation/Hyannis
ning Board �M AND
,,�Q ` —6
TOWN REGULATIONS Historic `J�J /c) l c0
74 2--6<�
Project Street Address 7 LL ,I oVF-
Village
Owner cif/ Address 645641nedifY ZD AewT&V 0-41,6
Telephone VTA 3
Permit Request 1Q NA"416y/ TWIG 15T o.1 c &044E 11kh ZA9W CD<r057"�1CT &56D 0,0 ,
Square feet: 1st floor: existing proposed /4 6 2nd floor: existing proposed o'10�� Total new y_dk
Zoning District Flood Plain C Groundwater Overlay i5if
Project Valuation i5a3Jqa Construction Type
Lot Size (0D. &1°7 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation.
Dwelling Type: Single Family ;X Two Family ❑ Multi-Family(#units)
}
Age of Existing Structure Historic House: ❑Yes No On Old King's'Highway: _O Yes ; JAI No
co
Basement Type: ❑Full Cl Crawl ❑Walkout ❑Other `
Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft)
Number of Baths: Full: existing new S Half:existing new /
Number of Bedrooms: existing new
Total Room Count(not including baths): existing new / y First Floor Room Count S
Heat Type and Fuel: O/Gas ❑Oil ❑ Electric ❑Other
Central Air: ➢'Yes 0 No Fireplaces: Existing . New Existing wood/coal stove: ❑Yes Uo
Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:D existing D new size
Attached garage:❑existing A new size a7-0f'Shed:D existing ❑new size Other:
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ut/
Commercial ❑Yes /No If yes,site plan review#
Current Use 5/N6'ZE' F4M&-Y—`PW5/49AZ Proposed Use
BUILDER INFORMATION
Name ldh 6 i3y«"bi�V F //VG Telephone Number 7 ® W
Address X License#
Ce�y,Te e- V ILL-or-E , ,4I 14- ®Zla32- Home Improvement Contractor#
Worker's Compensatio
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN
NATUR % �DATE 9 2 �
FOR OFFICIAL USE-ONLY
PERMIT_;NO. Y
DATE ISSUED
MAP/PARCEL NO.
ADDRESS - •PILLAGE
or
OWNER
DATE OF INSPECTION:
FOUNDATION n�'
FRAME
INSULATION
FIREPLACE r -
ELECTRICAL: ROUGH FINAL
• •Y .SI . .n •1
PLUMBING: ROUGH - FINAL'
f 'I
GAS: ROUGH FINAL
FINAL BUILDING
A 10 Gc ..
DATE CLOSED OUT r f
a ASSOCIATION PLAN NO. 71
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BC CALC®2003 DESIGN REPORT- US Friday,January 30,2004 11:16
~'Single 9 1/2" AJSTM 255 MR; File Name: BC CALC Project:J01
Job Name: BRE. LRES IDENCE Description:
KTdmssmw--_.,T76 SHELLL'L 1G r Specifier:
City,State,Zip:COTUIT,MA Designer:
Customer: BAYSIDE BUILDING,INC -. Company-.
Code reports: ISR-1144 Misa REFLECTS.THE LONGEST SPAN USED
Standard Load-40 psf l 10 psf OC Spacing 16
BO,1-11Z' B1,1-1/2"
427 Ibs LL 427 Ibs LL
107 Ibs DL 107 Ibs DL
Total Horizontal Length-16-00-00
General Data Load Summary
Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS bur.
S Standard Load Unf.Area Left 00-00-00 16-00-00 Live 40 psf 16" 100%
Member Type: Joist Dead 10 psf 16' 90%
Number of Spans: 1
Left Cantilever: No Controls Summary
Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location
Moment 2133 ft-Ibs 44.3% 100% 2 1 -Internal
Slope: 0/12 Neg.Moment 0 ft-Ibs n/a. 100%
OC Spacing: 16" End Reaction 533 Ibs 46.6% 100% 2 1 -Left
Repetitive: Yes Total Load Defl. U603(0.319") 39.8% 2 1
Construction Type:Glued Live Load Defl. L/753(0.255") 63.7% 2 1
Max Defl. 0.319" 31.9% 2 1
Live Load: 40 psf Span/Depth 20.2 n/a 1
Dead Load: 10 psf
Partition Load: 0 psf Notes
Duration: 100 Design meets Code minimum(U240)Total load deflection criteria.
Disclosure Design meets User specified(U480)Live load deflection criteria.
Design meets arbitrary(1")Maximum load deflection criteria.
The completeness and accuracy of Minimum bearing length for BO is 1-1/2".
the input must be verified by anyone Minimum bearing length for 61 is 1-10.
who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing
evidence of suitability for a
particular application. The output
above is based upon building
code-accepted design properties
and analysis methods. Installation
of BOISE engineered wood ;gym
products must be in accordance
with the current Installation Guide 211 zi=
and the applicable building codes.
To obtain an Installation Guide or if cn
you have any questions,please call cj >
(800)232-0788 before beginning
product installation.
BC CALC®,BC FRAMER®,BCI®, a
BC RIM BOARD-,BC OSB RIM %.0 rri
BOARD-,BOISE GLULAMT-,
VERSA-LAM®,VERSA-RIM®,
VERSA-RIM PLUS®,
VERSA-STRANDT"'
VERSA-STUD®,ALLJOISTO and
AJS Tm are trademarks of
Boise Cascade Corporation.
Page 1 of 1
Uniformly Loaded Floor Beam[AISC 9th Ed ASD]Ver: 6.00.5
By: , on: 01-30-2006 : 08:58:40 AM
Project: BREW RESIDENCE-Location: BEAM#1 FIRST FLOOR FLUSH GIRT
This analysis was generated by an evaluation version of StruCalc 6.0
Summary:
A36 W8x48 x 19.5 FT
Section Adequate By: 153.9% Controlling Factor: Moment of Inertia
Deflections:
Dead Load: DLD= 0.13 IN
Live Load: LLD= 0.26 IN = U914
Total Load: TLD= 0.38 IN =U614
Reactions(Each End):
Live Load: LL-Rxn= 4095 LB
Dead Load: DL-Rxn= 2004 LB
Total Load: TL-Rxn= 6099 LB
Bearing Length Required (Beam only, support capacity not checked): BL= 1.08 IN
Beam Data:
Span: L= 19.5 FT
Unbraced Lenqth-Top of Beam: Lu= 0.0 FT
Live Load Deflect. Criteria: U 360
Total Load Deflect. Criteria: U 240
Floor Loadinq:
Floor Live Load-Side One: LL1= 40.0 PSF
Floor Dead Load-Side One: DL1= 15.0 PSF
Tributary Width-Side One: TW1= 4.5 FT
Floor Live Load-Side Two: LL2= 40.0 PSF
Floor Dead Load-Side Two: DL2= 15.0 PSF
Tributary Width-Side Two: TW2= 6.0 FT
Wall Load: WALL= 0 PLF
Beam Loadinq:
Beam Total Live Load: wL= 420 PLF
Beam Self Weiqht: BSW= 48 PLF
Beam Total Dead Load: wD= . 206 PLF
Total Maximum Load: wT= 626 PLF
Properties for: W8x48/A36
Yield Stress: Fv= 36 KSI
Modulus of Elasticity: E= 29000 KSI
Depth: d= 8.50 IN
Web Thickness: tw= 0.40 IN
Flange"Width: bf= 8.11 IN
Flanqe Thickness: tf= 0.69 IN
Distance to Web Toe of Fillet: k= 1.08 IN
Moment of Inertia About X-X Axis: Ix= 184.00 IN4
Section Modulus About X-X Axis: Sx= 43.30 IN3
Radius of Gyration of Compression Flanqe+ 1/3 of Web: rt= 2.24 IN
Design Properties per AISC Steel Construction Manual:
Flange Bucklinq Ratio: FBR= 5.92
Allowable Flanqe Buckling Ratio: AFBR= 10.83
-Web Bucklinq Ratio: WBR= 21.25
Allowable Web Bucklinq Ratio: AWBR= 106.67
Controllinq Unbraced Length: Lb= 0.0 FT
Limitinq Unbraced Length for Fb=.66*Fy: Lc= 8.56 FT
Allowable Bendinq Stress: Fb= 23.76 KSI
Web Heiqht to Thickness Ratio: h/tw= 17.83
Limitinq Web Heiqht to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33
Allowable Shear Stress: Fv= 14.4 KSI
Design Requirements Comparison:
Controllinq Moment: M= 29731 FT-LB
Nominal Moment Strength: Mr= 85734 FT-LB
Controllinq Shear: V= 6099 LB
Nominal Shear Strenqth: Vr= 48960 LB
Moment of Inertia(Deflection): Ireq= 72.48 IN4
1= 184.00 IN4
Uniformly Loaded Floor Beam[AISC 9th Ed ASD]Ver: 6.00.5
By: , on: 01-30-2006 : 08:59:32 AM
Project: BREW RESIDENCE-Location: FLOOR BEAM#2
This analysis was generated by an evaluation version of StruCalc 6.0
Summary:
A36.W 12x35 x 26.0 FT
Section Adequate By: 126.6% Controlling Factor: Moment of Inertia
Deflections:
Dead Load: DLD= 0.21 IN
Live Load: LLD= 0.36 IN = U861
Total Load: TLD= 0.57 IN = U544
Reactions(Each End):
Live Load: LL-Rxn= 3787 LB
Dead Load: DL-Rxn= 2210 LB
Total Load: TL-Rxn= 5997 LB
t; Bearing Length Required (Beam only, support capacity not checked): BL= 0.82 IN
Beam Data:
Span: L= 26.0 FT
Unbraced Lenqth-Top of Beam: Lu= 0.0 FT
Live Load Deflect. Criteria: U 360
Total Load Deflect. Criteria: U 240
Floor Loading:
Floor Live Load-Side One: LL1= 30.0 PSF
Floor Dead Load-Side One: DL1= 10.0 PSF
Tributary Width-Side One: TW1= 6.75 FT
Floor Live Load-Side Two: LL2= 30.0 PSF
Floor Dead Load-Side Two: DL2= 10.0 PSF
Tributary Width-Side Two: TW2= 6.75 FT
Wall Load: WALL= 0 PLF
Live Load Reduction:
Averaqe Uniform Live Load: LL_Ave= 30.0 PSF
Floor Loaded Area: FLA= 351.0 SF
Reduction Based On Total Area: R1= 0.28
Max. Red'n Based On DULL Ratio: R2= 0.31
Max. Red'n Based On Total Area: R3= 0.40
Controllinq Reduction Factor: R= 0.28
Design Live Load With Reduction: LL= 21.58 PSF
Beam Loadinq:
Beam Total Live Load: wL= 291 PLF
Beam Self Weiqht: BSW= 35 PLF
Beam Total Dead Load: wD= 170 PLF
Total Maximum Load: wT= 461 PLF
Properties for: W12x35/A36
Yield Stress: Fv= 36 KSI
Modulus of Elasticity: E= 29000 KSI
Depth: d= 12.50 IN
Web Thickness: tw= 0:30 IN
Flanqe Width: bf= 6.56 IN
Flanqe Thickness: tf= 0.52 IN
Distance to Web Toe of Fillet: k= 0.82 IN
Moment of Inertia About X-X Axis: Ix= 285.00 IN4
Section Modulus About X-X Axis: Sx= 45.60 IN3
Radius of Gyration of Compression Flanqe+ 1/3 of Web: rt= 1.74 IN
Design Properties per AISC Steel Construction Manual:
Flanqe Bucklinq Ratio: FBR= 6.31
Allowable Flanqe Buckling Ratio: AFBR= 10.83
Web Bucklinq Ratio: WBR= 41.67
Allowable Web Bucklinq Ratio: AWBR= 106.67
Controllinq Unbraced Lenqth: Lb= 0.0 FT
Limitinq Unbraced Lenqth for Fb=.66*Fy: Lc= 6.92 FT
Allowable Bendinq Stress: Fb= 23.76 KSI
Web Heiqht to Thickness Ratio: h/tw= 38.2
Limiting Web Heiqht to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= _ 63.33
Allowable Shear Stress: Fv= 14.4 KSI
Design Requirements Comparison:
Controllinq Moment: M= 38978 FT-LB
Nominal Moment Strength: Mr= 90288 FT-LB
Controllinq Shear: V= 5997 LB
Nominal Shear Strength: Vr= 54000 LB
Moment of Inertia(Deflection): Ireq= 125.78 IN4
1= 285.00 IN4
Uniformly Loaded Floor Beam[AISC 9th Ed ASD]Ver: 6.00.5
Bv: , on: 01-30-2006 : 09:00:16 AM
Project: BREW RESIDENCE-Location: FLOOR BEAM#3
Summary: This analysis was generated by an evaluation version of StruCalc 6.0
A36 W8x48 x 20.0 FT
Section Adequate By: 91.9% Controlling Factor: Moment of Inertia
Deflections:
Dead Load: DLD= 0.17 IN
Live Load: LLD= 0.35 IN =U691
Total Load: TLD= 0.52 IN =U463
Reactions(Each End):
Live Load: LL-Rxn= 5150 LB
Dead Load: DL-Rxn= 2530 LB
Total Load: TL-Rxn= 7680 LB
Bearing Length Required(Beam only, support capacity not checked): BL= 1.08 IN
Beam Data:
Span: L= 20.0 FT
Unbraced Lenqth-Top of Beam: Lu= 0.0 FT
Live Load Deflect. Criteria: U 360
Total Load Deflect. Criteria: U 240
Floor Loading:
Floor Live Load-Side One: LL1= 55.0 PSF
Floor Dead Load-Side One: DL1= 15.0 PSF
Tributary Width-Side One: TW1= 5.0 FT
Floor Live Load-Side Two: LL2= 30.0 PSF
Floor Dead Load-Side Two: DL2= 15.0 PSF
Tributary Width-Side Two: TW2= 8.0 FT
Wall Load: WALL= 10 PLF
Beam Loading:
Beam Total Live Load: wL= 515 PLF
Beam Self Weight: BSW= 48 PLF
Beam Total Dead Load: wD= 253 PLF
Total Maximum Load: wT= 768 PLF
Properties for:W8x48/A36
Yield Stress: Fv= 36 KSI
Modulus of Elasticity: E= 29000 KSI
Depth: d= 8.50 IN
Web Thickness: tw= 0.40. IN
Flange Width: bf= 8.11 IN
Flange Thickness: tf= 0.69 IN
Distance to Web Toe of Fillet: k= 1.08 IN
Moment of Inertia About X-X Axis: Ix= 184.00 IN4
Section Modulus About X-X Axis: Sx= 43.30 IN3
Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 2.24 IN
Design Properties per AISC Steel Construction Manual:
Flange Buckling Ratio: FBR= 5.92
Allowable Flange Buckling Ratio: AFBR= 10.83
Web Buckling Ratio: WBR= 21.25
Allowable Web Buckling Ratio: AWBR= 106.67
Controlling Unbraced Length: Lb= 0.0 FT
Limiting Unbraced Length for Fb=.66*Fy: Lc= 8.56 FT
Allowable Bending Stress: Fb= 23.76 KSI
Web Height to Thickness Ratio: h/tw= 17.83
Limitinq Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33
Allowable Shear Stress: Fv= 14.4 KSI
Design Requirements Comparison.-
Controlling Moment: M= 38400 FT-LB
Nominal Moment Strength: Mr= 85734 FT-LB
Controlling Shear: V= 7680 LB
Nominal Shear Strength: Vr= 48960 LB
Moment of Inertia(Deflection): Ireq= 9.5.88 IN4
1= 184.00 IN4
Uniformly Loaded Floor Beam[AISC 9th Ed ASD j Ver: 6.00.5
By: , on: 01-30-2006 : 09:02:41 AM
Project: BREW RESIDENCE-Location: BEAM#4
This analysis was generated by an evaluation version of StruCalc 6.0
Summary:
A36 W8x31 x 20.0 FT
Section Adequate By: 68.5% Controlling Factor: Moment of Inertia
Deflections:
Dead Load: DLD= 0.22 IN
Live Load: LLD= 0.37 IN =U645
Total Load: TLD= 0.59 IN =U404
Reactions(Each End):
Live Load: LL-Rxn= 3300 LB
Dead Load: DL-Rxn= 1960 LB
Total Load:. f TL-Rxn= 5260 LB
Bearing Length Required (Beam only, support capacity not checked): BL= 0.83 IN
Beam Data:
Span: L= 20.0 FT
Unbraced Length-Top of Beam: Lu= 0.0 FT
Live Load Deflect. Criteria: U 360
Total Load Deflect. Criteria: U 240
Floor Loading:
Floor Live Load-Side One: LL1= 30.0 PSF
Floor Dead Load-Side One: DL1= 15.0 PSF
Tributary Width-Side One: TW1= 5.5 FT
Floor Live Load-Side Two. LL2= 30.0 PSF
Floor Dead Load-Side Two: DL2= 15.0 PSF
Tributary Width-Side Two: TW2= 5.5 FT
Wall Load: WALL= 0 PLF
Beam Loading:
Beam Total Live Load: wL= 330 PLF
Beam Self Weight: BSW= 31 PLF
Beam Total Dead Load: wD= 196 PLF
Total Maximum Load: wT= 526 PLF
Properties for: W8x31/A36
Yield Stress: Fy= 36 KSI
Modulus of Elasticity: E= 29000 KSI
Depth: d= 8.00 IN
Web Thickness: tw= 0.29 IN
Flange Width: bf= 8.00 IN
Flange Thickness: tf= 0.44 ' IN
Distance to Web Toe of Fillet: k= 0.83 IN
Moment of Inertia About X-X Axis: Ix= 110.00 IN4
Section Modulus About X-X Axis: Sx= 27.50 IN3
Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 2.18 IN
Design Properties per AISC Steel Construction Manual:
Flange Buckling Ratio: FBR= 9.19
Allowable Flange Buckling Ratio: AFBR= 10.83
Web Buckling Ratio: WBR= 28.07
Allowable Web Buckling Ratio: AWBR= 106.67
'Controlling Unbraced Length: Lb= 0.0' FT
Limiting Unbraced Length for Fb=.66*Fy.- Lc= 8.44 FT
Allowable Bending Stress: Fb= 23.76 KSI
Web Height to Thickness Ratio: h/tw= 25.02
Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33
Allowable Shear Stress: Fv= 14.4 KSI
Design Requirements Comparison:
Controlling Moment: M= 26300 FT-LB
Nominal Moment Strength: Mr= 54450 FT-LB
Controlling Shear: V= 5260 LB
Nominal Shear Strength: Vr= 32832 LB
Moment of Inertia(Deflection): Ireq= 65.29 IN4
1= 110.00 IN4
Uniformly Loaded Floor Beam[AISC 9th Ed ASD]Ver: 6.00.5
By: , on: 01-30-2006 : 09:0327 AM
Project: BREW RESIDENCE-Location: FLOOR BEAM#5
This analysis was generated.by an evaluation version of StruCalc 6.0
Summary:
A36 W8x24 x 17.0 FT
Section Adequate By: 62.1% Controlling Factor: Moment of Inertia
Deflections:
Dead Load: DLD= 0.16 IN
Live Load: LLD= 0.35 IN =U583
Total Load: TLD= 0.51 IN = U402
Reactions(Each End):
Live Load: LL-Rxn= 3798 LB
Dead Load: DL-Rxn= 1713 LB
Total Load: TL-Rxn= 5511 LB
Bearing Length Required (Beam only, support capacity not checked): BL= 0.79 IN
Beam Data:
Span: L= 17.0 FT
Unbraced Lenqth-Top of Beam: Lu= 0.0 FT
Live Load Deflect. Criteria: U 360
Total Load Deflect. Criteria-. U 240
Floor Loadinq:
Floor Live Load-Side One: LL1= 40.0 PSF
Floor Dead Load-Side One: DL1= 15.0 PSF
Tributary Width-Side One: TW1= 5.0 FT
Floor Live Load-Side Two: LL2= 40.0 PSF
Floor Dead Load-Side Two: DL2= 15.0 PSF
Tributary Width-Side Two: TW2= 6.17 FT
Wall Load: WALL= 10 PLF
Beam Loading:
Beam Total Live Load: wL= 447 PLF
Beam Self Weiqht: BSW= 24 PLF
Beam Total Dead Load: wD= 202 PLF
Total Maximum Load: wT= 648 PLF
Properties for: W8x24/A36
Yield Stress: Fy= 36 KSI
Modulus of Elasticity: E= 29000 KSI
Depth: d= ` 7.93 IN
Web Thickness: tw= 0.25 IN
Flange Width: bf= 6.50 IN
Flanqe Thickness: tf= 0.40 IN
Distance to Web Toe of Fillet: k= 0.79 IN
Moment of Inertia About X-X Axis: Ix= 82.80 IN4
Section Modulus About X-X Axis: Sx= 20.90 IN3
Radius of Gyration of Compression Flanqe+ 1/3 of Web: rt= 1.77 IN
Design Properties per AISC Steel Construction Manual:
Flanqe Bucklinq Ratio:. FBR= 8.12
Allowable Flanqe Buckling Ratio: AFBR= 10.83
Web Bucklinq Ratio: WBR= 32.37
Allowable Web Bucklinq Ratio: AWBR= 106.67
Controllinq Unbraced Lenqth: Lb= 0.0 FT
Limiting Unbraced Lenqth for Fb=.66*Fy: Lc= 6.86 FT
Allowable Bendinq Stress: Fb= 23.76 KSI
Web Heiqht to Thickness Ratio: h/tw= 29.1
Limitinq Web Heiqht to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33
Allowable Shear Stress: Fv= 14.4 KSI
Design Requirements Comparison:
Controllinq Moment. M= 23422. FT-LB
Nominal Moment Strength: Mr= 41382 FT-LB
Controllinq Shear: V= 5511 LB
Nominal Shear Strength: Vr= 27977 LB
Moment of Inertia(Deflection): Ireq= 51.09 IN4
1= 82.80 IN4
Uniformly Loaded Floor Beam[AISC 9th Ed ASD]Ver: 6.00.5
By: , on: 01-30-2006: 09:04:34 AM
Project: BREW RESIDENCE-Location: FLOOR BEAM#6
This analysis was generated by an evaluation version of StruCalc 6.0
Summary:
A36 W8x35 x 20.0 FT
Section Adequate By: 85.2% Controlling Factor: Moment of Inertia
Deflections:
Dead Load: DLD= 0.20 IN
Live Load: LLD= 0.34 IN = U712
Total Load: TLD= 0.54 IN =U444
Reactions(Each End):
Live Load: LL-Rxn= 3450 LB
Dead Load: DL-Rxn= 2075 LB
Total Load: TL-Rxn= 5525 LB
Bearing Length Required(Beam only, support capacity not checked): BL= 0.89 IN
Beam Data:
Span: L= 20.0 FT
Unbraced Lenqth-Top of Beam: Lu= 0.0 FT
Live Load Deflect. Criteria: U 360
Total Load Deflect. Criteria: U 240
Floor Loadinq:
Floor Live Load-Side One: LL1= 30.0 PSF
Floor Dead Load-Side One: DL1= 15.0 PSF
Tributary Width-Side One: TW1= 6.5 FT
Floor Live Load-Side Two: LL2= 30.0 PSF
Floor Dead Load-Side Two: - DL2= 15.0 PSF
Tributary Width-Side Two: TW2= 5.0 FT
Wall Load: WALL= 0 PLF
Beam Loadinq:
Beam Total Live Load: wL= 345 PLF
Beam Self Weight: BSW= 35 PLF
Beam Total Dead Load: wD= 208 PLF
Total Maximum Load: wT= 553 PLF
Properties for: W8x35/A36
Yield Stress: Fy= 36 KSI
Modulus of Elasticity: E= 29000 KSI
Depth: d= 8.12 IN
Web Thickness: tw= 0.31 IN
Flange Width: bf= 8.02 IN
Flanqe Thickness: tf= 0.50 IN
Distance to Web Toe of Fillet: k= 0.89 IN
Moment of Inertia About X-X Axis: Ix= 127.00 IN4
Section Modulus About X-X Axis: Sx= 31.20 IN3
Radius of Gyration of Compression Flanqe+ 1/3 of Web: rt= 2.20 IN
Design Properties per AISC Steel Construction Manual:
Flanqe Bucklinq Ratio: FBR= 8.10
Allowable Flanqe Buckling Ratio: AFBR= 10.83
Web Bucklinq Ratio: WBR= 26.19
Allowable Web Bucklinq Ratio: AWBR= 106.67
Controllinq Unbraced Lenqth: Lb= 0.0 FT
Limitinq Unbraced Lenqth for Fb=.66*Fy: Lc= 8.47 FT
Allowable Bendinq Stress: Fb= 23.76 KSI
Web Heiqht to Thickness Ratio: h/tw= 23.0
Limitinq Web Heiqht to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33
Allowable Shear Stress: Fv= 14.4 KSI
Design Requirements Comparison:
Controllinq Moment: M= 27625 FT-LB
Nominal Moment Strength: Mr= 61776 FT-LB
Controllinq Shear: V= 5525 LB
Nominal Shear Strenqth: Vr= 36248 LB
Moment of Inertia (Deflection): Ireq= 68.58 IN4
1= 127.00 IN4
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BUILDING LOCATION PLAN S
FOR OF A�
\_17G 5HELL LANE COTUIT, MA Mgsay C n/�
PREPARED FOR 02 y
TEVEN
5CALE: AT: WN B: R BA
_ NO 7 1
B R: „EET
y
JOB NUM REV iON 5 NUMBER:
WELLER A550CIATE5 4 � $$1��O�
I G45 FALMOUTH RD.,SUITE 4C—P.O.BOX 417 CENTERVILLE,MA 02632 �� SUR�Ey
2 WINDY WAY,#232 NANTUCKET,MA 02554
TEL.:(508)775-0735 — FAX:(508)775-0754
EMAIL: tri5weller@c mcast.net
PROFE55IONAL ENGINEER5 4 LAND 5URVEYORS
The Town of Barnstable
TROLL Department of Health Safety and Environmental Services
Building Division
367 Main Street,Hyannis,MA 02601
18.862.4038
18.790-6230
PLAN REVIEW
wryer: fi F �cCs �2�4J Map/Parcel:
ojectAddress: 7 7 (--PNE;Builder: �-
he following items were noted on reviewing:
viewed by:
:e:
RESIDENTIAL BUILDING PERMT FEES
APPLICATION FEE ,
New Buildings $100.00
Residential Addition $50.00
-09M 0 $50.00
Building Permit Amendment $25.00
FEE VALUE WORKSHEET
NEW LIVING SPACE
Sao Y square feet x$96/sq.foot= x.0041= 41 C�q
plus from below(if applicable)
ALTERATIONSMENOVATIONS OF EXISTING SPACE
square feet x$64/sq.foot= x.0041=
plus from below(if applicable)
GARAGES(attached&detached)
17 — 3 ,fO x.0041= i l
7 are feet x$32/sq.8.—
su
. q
ACCESSORY STRUCTURE>120,sq.ft.
>120 sf-500 sf $35.00
>500 sf-750 sf 50.00
>750 sf- 1000 sf 75.00
>1000 sf- 1500 sf 100.00
>1500 sf-Same as new building permit:
square feet x$96/sq.foot= -x.0041=
STAND ALONE PERMITS
Open Porch x$30.00
(number)
Deck x$30.00= 30.
(number)
Fireplace/Chimney 01 x$25.00=
(number)
Inground Swimming Pool $60.00
Above Ground Swimming Pool $25.00
Relocation/Moving $150.00
(plus above if applicable) *�
.Permit Fee
Projcost
Rev:063004
IThe Commonwealth of Massachusetts
Department of Industrial Accidents
Office of Investigations
600 Washington Street
Boston,MA 02111
Workers' Compensation Insurance Affidavit
Applicant Information: PLEASE PRINT
NAME iJT9Y.5 % Dr 7S U IL.7 //116 /A/C
LOCATION Ca. O X q S
CITY Lf//TE 11'�- �� tL-LE STATE l�ZIP CODE 1U-,6 3 dZ PHONE # S 6 Y` 171 i 16 W)
O I am a homeowner performing all work myself.
O I am a sole proprietor and have no one working in any capacity.
�[ I am an employer providing workers' compensation for my employees working on this job.
Company Name B/1 V 5 /LI),F /'y G
Address /0 l7 B Q X
City CEIV7641 V/L&F State A` A Zip Code 01Z6V Phone# 50 M- /bg17
Insurance Co. r9 C 110 /A /V-S C Policy# VC—/! 0 0 73 LIO —/U Expiration Date
I am a sole proprietor ge�nerallccontract rfor homeowner(circle one)and have hired the contractors listed below who have the
following workers' compensation policies:
Company Name S A:E T TACff L(j L l 5 /
Address
City State Zip Code Phone#
Insurance Co. Policy# Expiration Date
Company Name
Address
City State Zip Code Phone#
Insurance Co. Policy# Expiration Date
Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to
i i,5uu.60 andior one years' imprisoarnent as well as civil penalties in the iurrn ui a STvr '4 0JR-K GRDE-R and a,mic vi i iOG:uu a
day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage
verification.
do hereby certify under the pains and penalties of perjury that the information provided above is true and correct.
Signature., ,7 Date
Print name 1-Mf d/U T Phone# 55 6 ~Tr/l I�4/J
Official use only—do not write in this area—to be completed by city or town official
City or town Permwltcense tt LJ building Uepartment
O Licensing Board
O Selectmen's Office
O Health Department
O check if immediate response is required O Other
,.•. Contact person Phone#
Subcontractors Insurance Certificates
As of 5/16/2005
Sub Contractor General Liability Workers Comp 2005 Status
A Concrete Answer" 06/28/03 06/28/05 08/27/03 08/27/05 508-420-1997 OK
Concrete work
Airtech 7/25/03 07/25/05 9/19/03 9/20/05 508-945-2466 OK
Copper
All Cape Garage Door 6/1/03 .6/1/05 6/1103 6/1/05 508-398-2757 OK
Garage doors
Aluminum Products of Cape 8/15/0.) 08/15/05 8115103 8/15/05 508-394-8546 OK
Storins, screens, glitters
American Floors 3/4/03 03/04/06 508-362-6400 OK
Oak floors Brian Tracey
Arne Excavating & Paving 7/14/04 7/14/05 7/30/04 7/30/05 508-748=2060 OK
Excavation James Arne
Assurance Excavation Inc 08/01/03 08/01/05 11/20/03 1.2/24/05 508-771-7410 OK
Excavation Res. MQmt Res. Mgmt Jeff Brown
Atlantic Kitchen and Bath 04/01/05 04/01/06 04/01/05 04/01/06 Bob Gluskin OK
ATC Ceiling Systems 8/8/02 8/8/05 10/3/03 10/3/05 508-420-2053 OK
Suspended ceilings Alan Conlon
Averinos, Anthony 7/20/03 04/06/05 7/20/03 7/25/05 508-362-2762 Requested new GL certificate
Tile
Baltic Security 5/6/03 5/6105 508-833-0996' Has exemption from state for worker's
Alarms comp insurance. Requested al certificate
Pave 1 5/16,�i5
Baxter Inc 8/1/03 8/l/05 10/6/03 10/6/05 508-775-0375 OK
Frame Labor
Baxter, Nye & Holmgren 01/25/04 1/27/06 8/20/04 8/20/06 508-428-9131 OK
Engineers
Bayside Electrical Contr. 10/05/04 10/05/05 08/18/04 08/18/05 508-77177270 OK
ECectrician
Bortolotti Construction 3/7/03 3/7/06 3/7/03 3/7/06 508-771-9399 OK
Fill, loam
Boston Closet Co 11/16/04 11/16/05 11/16/04 11/16/05 Moe Delaney OK
BSC Group 01/01/04 01/01/06 01/01/04 01/01/06 508-778-8919 OK
Surveyors
Budden , Robert W. l/l/04 111105 2/20/03 2/15/05 508-775-3988 Requested updated certificates
Oak floors
Cabral's Masonry 11/10/04 11/10/05 8/20/04 8/20/05 Michael Cabral OK
Campbell, William 8/26/04 8/26/05 7/13/04 7/13/05 508-790-3517 OK
Painter c:508-367-1238
Cape Cod Closet Systems, 06/30/04 06/30/05 06/30/04 06/30/05 508-888-4376 OK
Mattes, Ronald J.
Closets
Cape Cod Concrete Pumping l/l/04 09/01/05 9/l/03 9/l/05 508-420-2800 OK
Cape Cod Fireplace Shop 4/5/0-34/5/04 11/30/03 11/30/0' 508-775-2511 Requested updated certificates
Gas log
Cape Golf Construction, 4/22/04 4/22/06 4/11/04 4/11/06 508-362-3005 OK
Tom Kennedy
Excavation
Carpet Barn Inc 1/1105 l/l/06 111105 1/1/06 508-548-1443 OK
Carpets
Central Vacuum House 12/01/04 12/01/05 - 12/01/04 12/01/05 508-420-5622 OK
Div of EF Winslow Plumb & cl: 508-826-0021
Heating Inc Eric Branzetti
Central Vacuum
Chaves, Robert 08/13/04 08/13/05 12/17/04 12/17/05 508-362-9929 OK
ECectrician
City Crane 07/29/04 07/29/05 08/10/04 08/10/05 OK
Frame Labor
Clancy, John 07/01/04 07/01./05 10/01/04 10/01/05 508-477-3266 OK
11ason Contractor
Page 2 5/16/05
Costa Christopher 1/22/04 1/22/06 Prof Liab:5/23/04 ProfLiab:5/23/05 508-548-6424 OK
Omni Environmental Omni:2/21/03 omni:2/21/06
r
Systems
Engineers .
` Coy's Brook, Inc _ 4/24/04 4/24/06 ` 9/21/04 9/21/OS 508-394-8442 OK
Landscape
Creswell Siding 5/19/03 5/19/05 4/19/03 4/19/05 508-775--4285 OK
Siding Steve Creswell
Cunningham Construction 1/31/04 1/31105 Requested updated certificates
Siding
Dartmouth Pools& Spas 1/1/05 1/1/06 111105 1/1/06 508-998-7100 OK
Pools and spas `
Davids Building & Remodel 111105 l/1/06 6/14/04 6/14/05 508-428-4154 OK
Interior trim Dave Vankleek
Dave Schafer
Drew Electric 1/21/04 08/28/05 8/28/04 8/28/05 508-778-0723 OK
Electric
Duffley, Michael 4/1/04 4/l/05 4/8/04 4/8/05 C:508-737-6474 Requested updated certificates
Framer
Eaton Construction 11/30/04 11/30/05 12/04/04 12/04/05 Randy Eaton OK
Foundation painting
Fucillo Construction Inc 10/20/04 10/20/05 10/23/04 10/23/05 508-540-2821 OK
concrete
GAF Engineering 09/01/04 09/01/05 07/22/04 07/22/05 OK
engineering y
Gardner Concrete Forms 05/01/04 05/01/06 05/01/04 05/01/06 508-759-5630 OK-
foundations
Govoni Land Services 5/31/03 5/31/05 07/04/03 09/20/05 508-400-2111 OK
Lot clearing Peter Govoni
Hill Construction 4/29/04 4/29/06 8/14/04 8/14/06 508-888-8154 OK
David Hill
Framing contractor
Horsley Witten Group Inc 12/13/04 12/13/05 05/01/04 05/01/05 Requested updated certificate
Engineering
In Place/DM Design 01/20/04 01/20/06 02/18/04 02/18/06 OK
J & J Concrete 7/.13/04 7/13/05 01/01/05 01/01/06 508-457-1131 OK
Foundations
Page 3 5/16/05
/r
JAG Cleaning Corp, 5/7/04 5/7/05 08/25/04 8/25/05 508-477-7497 Requested updated certificate
M&M Cleaning
Cleaning
Jalbert, Ned 04/15/15 4/15/06 508-836-9999 Requested updated certificate
James Construction 07/11/04 07/11/05
Johnson, Steven 04/25/04 04/05/06 04/25/04 04/05/06 OK
Framer
Joyce Landscaping 11/15/04 11/15/05 04/07/04 04/07/05 Chris Joyce Requested updated certificate
Kitchen Appliance Mart and 8/12/04 8/12/0S 111/05 1/l/06 508-771-2221x4 OK
Electronics
Appliances
Kitchen and Bath Designs 02/04/04 02/04/06 10/07/04 10/07/05 OK
Unlimited
Kitchen Creations 3/30/04 3/30/05 01/22/04 1/22/05 508-775-5311 Requested updated certificates
Cabinets
L & M Glass Co, Inc 5/l/04 5/l/06 5/1/04 5/1/06 508-778-6888 OK
Mirrors, shower doors
Lauder, Jeffrey R. 12/09/04 12/9/05 508-420-0538 OK
Bobcat 221-1046
LHS Construction Inc 4/1/04 1 4/1/06 4/1/04 4/l/06 508-564-7877 OK
MacDonald Concrete" 01/09/04 017 9/06 04/07/04 04/07/06 774-219-1012 OK
Finishing
MAP Insulation Co, Inc. 3/l/04 10/1/06 Umbrella: 508-888-3599 OK
American Building Systems 3/1/04 3/1/06 Peter Taylor
Insulation 8/1/04 8/1/05
Meagher Construction 6/19/04 06/19/05 06/23/04 6/23/05 508-726-3202 OK
Framer
RA Mitchell 08/04/04 08/04/05 01/01/05 01/01/06 OK
Generators
Morse, Richard W. Sr. 3/10/04 3/10/06 7/30/04 7/30/05 508-888-8489 OK
Cellar floors
MTF Custom Finish 3/5/04 3/5/06 3/5/04 3/5/06 508-888-3075 OK
Interior trim Mike Fitzpatrick
Northern Sealcoating Inc 7/1/04 01/22/06 4/1/04 4/1/06 508-398-9474 OK
Driveways (paving)
Omni Environmental 01/22/05 01/22/06 02/21/04 02/21/05 Matt Costa OK
Systems
Page 4 5/16/05
Septic Design/Testing
Pride Flooring. 6/13/04 6/13/05 6/15/04 6/15/05 508-420-8727 OK
FCoor InstaCCation
Pro Fence 3/26/04 3/26/06 3/26/04 3/26/06 508-394-4800 OK
Custom Fencing
R & H Construction, Inc 2/15/04 2/15/06 12/21/04 12/31/05 508-540-9074 OK
Excavation
Race, D Michael l l/l/04 07/30/05 8/6/04 8/6/05 508-759-9794 OK
Race Framing
Framer
Reed, Mel 7/21/04 7/21/05 7/21/04 7/21/04 508-775-1616 . OK
Sheetrock
Scannell,D.A. Well Drilling 9/12/04 9/12/05 .09/20/04 9/20/05 508-477-2811 OK
Wells
Seaside Alarm 02/25/05 02/25/06 02/10/05 02/10/06 OK .
Sethares, Mark 6/16/04 6/16/05 6/16/04 6/14/05 508-548-0507 OK
Foundation
Shaw Woodworking 04/19/05 04/19/06 02/24/05 02/24/06 Jim Shaw. OK
Cabinet 1faker
Stewart Painting 07/29/04 07/29/05 07/15/04 07/15/05 Sheldon Stewart OK
Terra Nova Marble & 7/1/04 7/l/05 7/1/04 7/l/05 800-570-1526 OK
Granite
Triple Crown Construction 07/30/04 07/30/05 12/12/04 12/12/05 508-833-6500 OK_
trim .. Kevin Fitzpatrick
Weller& Assoc 08/15/04 08/15/05. 508-775-0735 OK
Engineers
Whiteley, W. Vernon 10/01/04 10/01/05 10/3/04 1013105 508-945-1100 OK
Plumbing & heating -
Server/Subs and Vendors/Certificates or Insurance 2002.doc
Page 5 5/16/05
SEP.S6.2005 5:54PM BAYSIUE BUILDING CO,5E87750155 HO,691 P.1:'1
Town ®f Barnstable
Reg story SeMees
'TAmau 11,C+'ag4r,Mentor
Building Division
Tom Perry, Mdiq Caumd aiouar
200 blear►shoot,'Zyeaais,MA 02601
w�•�v.ta'YYr►barnetabie�ao.e>s
Ofnaa: 508-362.4033 Fax: 308-790-6230 ^
Pr*rty Omer Must
Complete and Sign This Section
If Using BuDder
1 na.nce,6 V. Mew x of the subject ro
I as Y
� P
herebyauthoriie,, James' N. Bowed to act asmybehalf,
in all mmk*rs eelktive to work authorized bythk buUzz permit appu adon for.
176 SheU Lane, Cotait, MA 02635 ,
9/20/200.5
Sijait=of Owner. Date
Frlat Name
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Page 2 of 2
Wednesday, August 31, 2005 America Online: Franvbrew
0�el9o�nnno�u�ir,�`l�
BOARD OF BUILDING RtGULATIONS
Lleetise: CONST�UCTION SUP RVI8Ot2 r
Number 'C§• 006645
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BlrthdAat6:104119/1956
i1 I II�� IIu
,' hX�ilr9� d%�I19/2U06 Tr. no: ?_2256
Regttict `c� 10
i EnAN T DACEY' 11
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CBNT�BVILLE, MA 02�3'L act n c vnlA oner
e
MAScheck COMPLIANCE REPORT
Massachusetts Energy Code Permit #
MAScheck Software Version 2.01
Checked by/Date
CITY: Barnstable
STATE: Massachusetts
HDD: 6137
CONSTRUCTION TYPE: 1 or 2 Family, Detached
HEATING SYSTEM TYPE: Other (Non-Electric Resistance)
DATE: 9-20-2005
DATE OF PLANS: 9/19/2005
TITLE: BREW RESIDENCE 176 SHELL LN. COTUIT
COMPANY INFORMATION:
BAYSIDE BUILDING, INC.
COMPLIANCE: PASSES
Required UA = 700
Your Home = 635
Area or Cavity Cont. Glazing/Door
-------------Perimeter R-Value R-Value U-Value UA
---------------------- ------------------------------------
CEILINGS 2109 30.0 0.0 74
WALLS: Wood Frame, 24" O.C. 3674 19.0 0.0 215
GLAZING: Windows or Doors 664 0.350 232
DOORS 38 0.350 13
FLOORS: Over Unconditioned Space 2109 19.0 0.0 100
-------------------------------------------------------------------------------
COMPLIANCE STATEMENT: The proposed building design described here is
consistent with the building plans, specifications, and other calculations
submitted with the permit application. The proposed building has been
designed to meet the requirements of the Massachusetts Energy Code.
The heating load for this building, and the cooling load if appropriate,
has been determined using the applicable Standard Design Conditions found
in the Code. The HVAC equipment selected to heat or cool the building
shall be no greater than 125% of the design load as specified in
Sections 780CMR 1310 and J4.4.
Builder/Designer Date
MAScheck INSPECTION CHECKLIST
Massachusetts Energy Code
MAScheck Software Version 2.01
BREW RESIDENCE 176 SHELL LN. COTUIT
DATE: 9-20-2005
Bldg.
Dept. 1
Use
CEILINGS:
[ l 1. R-30
Comments/Location
WALLS:
[ ] 1. Wood Frame, 24" O.C., R-19
Comments/Location
WINDOWS AND GLASS DOORS:
[. ] 1. U-value: 0.35
For windows without labeled U-values, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments/Location
DOORS: .
( ] 1. U-value: 0.35
Comments/Location
FLOORS:
[ ] 1. Over Unconditioned Space, R719
Comments/Location
AIR LEAKAGE:
[ ] Joints, penetrations, and all other such openings in the building
envelope that are sources of air leakage must be sealed. When
installed in the building envelope, recessed lighting fixtures
shall meet one of the following requirements:
1. Type IC rated, manufactured with no penetrations between the
inside of the recessed fixture and ceiling cavity and sealed or
gasketed to prevent air leakage into the unconditioned space.
2. Type IC rated, in accordance with Standard ASTM E 283, with no
more than 2.0 cfm (0.944 L/s) air movement from the the
conditioned space to the ceiling cavity. The lighting fixture
shall have been tested at 75 PA or 1.57 lbs/ft2 pressure
difference and shall be labeled.
VAPOR RETARDER:
[ ] Required on the warm-in-winter side of all non-vented framed
ceilings, walls, and floors.
MATERIALS IDENTIFICATION:
[ ] Materials and equipment must be identified so that compliance can
be determined. Manufacturer manuals for all installed heating
and cooling equipment and service water heating equipment must be
provided. Insulation R-values and glazing U-values must be clearly
marked on the building plans or specifications.
DUCT INSULATION:
[ ] Ducts shall be insulated per Table J4.4.7.1.
DUCT CONSTRUCTION:
[ ] All accessible joints, seams, and connections of supply and return
ductwork located outside conditioned space, including stud bays or
joist cavities/spaces used to transport air, shall be sealed
using mastic and fibrous backing tape installed according to the
manufacturer's installation instructions. Mesh tape may be
omitted where gaps are less than 1/8 inch. Duct tape is not
permitted. The HVAC system must provide a means for balancing
air and water systems.
TEMPERATURE CONTROLS:
[ ] Thermostats are required for each separate HVAC system. A manual
or automatic means to partially restrict or shut off the heating
and/or cooling input to each zone or floor shall be provided.
HVAC EQUIPMENT SIZING:
[ l Rated output capacity of the heating/cooling system is
not greater than 125% of the design load as specified
in Sections 780CMR '1310 and 74.4.
[ ] ( SWIMMING POOLS:
All heated swimming pools must have an on/off heater switch and
require a cover unless over 20% of .the heating energy is from
non-depletable sources. Pool pumps require a time clock.
[ ] HVAC PIPING INSULATION:
HVAC piping conveying fluids above 120 F or chilled fluids
below 55 F must be insulated to the following levels (in.) :
PIPE SIZES (in.)
HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4"
Low pressure/temp. 201-250 1.0 1.5 1.5 2.0
Low temperature 120-200 0:5 1.0 1.0 1.5
Steam condensate any 1.0 1.0 1.5 2.0
COOLING SYSTEMS:
Chilled water or 40-55 0.5 0.5 0.75 1.0
refrigerant below 40 1.0 1.0 1.5 1.5
[ ] CIRCULATING HOT WATER SYSTEMS:
Insulate circulating hot water pipes to the following levels (in.) :
PIPE SIZES (in.)
NON-CIRCULATING CIRCULATING MAINS & RUNOUTS
HEATED WATER TEMP (F) : RUNOUTS 0-1" 0-1.25" 1.5-2.0" 2.0+"
17.0-180 0.5 1.0 . 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 .0.5 0.5 0.5 1.0
=---NOTES TO FIELD (Building Department. Use Only)--------------------------
- - e
Parcel Detail Page I of 2
d Logged In As: Parcel Detail Tuesday, September
Planning
Home Application Center Parcel Lookup
Parcel Info
Parcel ID 019-086 O Developer Lot LOTS 9 & 10
Location 1176 SHELL LANE I Frontage 1250
Sec Road GUIMQUISSETT ROAD _ Frontage j100
�_ _ __...I ................_.......
__
Village COTUIT Fire District
Road Index 11479
Owner Info
Owner I BREW, LAURETTE ALLENE TR Co-owner %BREW, THOMAS E JR& FRANCE:
Streets 123343 BLUE WATER CIR-#B109 Street2
City BOCA RATON State Li zip 33433 Country L
......
Land Info
Acres 11_50 use€Single Fam MDI Zoning JRF Nghbd0108
Topography L2V21 Road I ,Paved
utilities Public Water,Gas,Septic Location
Construction Info
Building 1 of 1
Year 1195 Root Gable/Hip J YpC None
Built, Struct T e
Effect 1364 Roof Bed 14 Bedrooms
Area Cover iAs ph/F GIs/Cm Rooms
Int Bath
Style Cape Cod Wall Plywood Panel 4 Rooms i _I
I ...
_-____ .._._ �� ........
Model ResiInt Bath
dential ( J Total Rooms I V Rooms J
Grade Average Floor F—1 Style
stories 11 1/2 Stories Kitchen
......._..�._.....__. Style
Ext d Heat r - — Bath
Wall Wood Shingle J Fuell Split
Heat Found- _.........._ _..-__
Type Elec B eboardl ation [Electric
Permit History
http://issql/intranet/parcelinfo/ParcelDetail.aspx?ID=733 9/27/2005
Parcel Detail Page 2 of 2
-&-sue Date Purpose Permit# Amount Insp Date Comme
16/1/1980 B22234 $0 1/15/1981 12:00:00 AM CO DOF
.. _.._. __ _._........................ ___ _............. _.._...
Visit History __....._. ..._._._�.
Date Who Purpose
3/21/2005 12:00:00 AM Paul Talbot Meas/Est
10/27/2003 12:00:00 AM Paul Talbot Meas/Est
7/2/1999 12:00:00 AM Frederick Stepanis Meas/Listed
Sales History
Line Sale Date Owner Book/Page Sale P
1 9/26/2001 BREW, LAURETTE ALLENE TR 14268/086
2 6/15/1996 BREW, LAURETTE 10248/266
3 6/15/1984 BREW, THOMAS E & LAURETTE 4145/129
4 BREW, THOMAS E 2611/298
5 8/19/2005 BREW, THOMAS E JR& FRANCES V 20173/079
Assessment History
Save# Year Building Value XF Value OB Value Land Value Total Parc(
1 2005 $102,100 $2,500 $700 $191,800
2 2004 $83,900 $2,500 $700 $191,800
3 2003 $69,200 $2,500 $700 $111,400
4 2002 $69,200 $2,500 $700 $111,400
5 2001 $69,200 $2,600 $700 $111,400
6 2000 $56,700 $2,500 $400 $69,000
7 1999 $59,000 $2,300 $300 $69,000
8 1998 $59,000 $2,300 $300 $69,000
9 1997 $57,800 $0 $0 $69,000
10 1996 $57,800 $0 $0 $69,000 ;
11 1995 $57,800 $0 $0 $69,000
12 1994 $60,100 $0 $0 $77,600
13 1993 $60,100 $0 $0 $78,800
14 1992 $68,300 $0 $0 $86,300
15 1991 $75,500 $0 $0 $92,000
16 1990 $75,500 $0 $0 $92,000
17 1989 $75,500 $0 $0 $92,000
18 1988 $54,100 $0 $0 $45,700
19 1987 $54,100 $0 $0 $45,700
20 1986 $54,100 $0 $0 $45,700
Photos
http://issql/intranct/parcelinfo/ParcelDetail.aspx?ID=733 9/27/2005
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Effective Date: September 27th, 2005
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Western Surety Company
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G LICENSE AND PERMIT BOND
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KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 14751802
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That we, Bayside Building, Inc.
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of the Village of Centerville State of Massachusetts
r , as Principal,
r and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of
Massachusetts as Surety, are held and firmly bound unto the
Town of Barnstable, Building Inspector State of Massachusetts
as Obligee, in the penal
sum of One Thousand Two Hundred Eighty and 00/100 DOLLARS ( $1,280.00 )
lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made,
we bind ourselves and our legal representatives, firmly by these presents.
THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been
licensed Generall Contracting- 176 Shell Lane, Cotuit, MA 02632
by the Obligee.
NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply
with the laws and ordinances, including all amendments thereto, pertaining to the license or permit
applied for, then this obligation to be void, otherwise to remain in full force and effect until
September 27th 2006 , unless renewed by Continuation Certificate.
This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class
U.S.Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration
,��h,ar_aa'.
of thin -fie cdays from the mailing of said notice, this bond shall ipso facto terminate and the Surety
shal�theretipo rn.blieved from any liability for any acts or omissions of the Principal subsequent to said
dates R gh -d$ he number of years this bond shall continue in force, the number of claims made
ag st this bo ;M�ffithe number of premiums which shall be payable or paid, the Surety's total limit of
V;
1%ab.lty shall not bnulative from year to year or period to period, and in no event shall the Surety's total
hb`hty £o _ llai exceed the amount set forth above. Any revision of the bond amount shall not be
cuiiiila �v�, `- "
H W
Dated this 27th day of September 2005
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igned(where required) WEST E N S U R E T COMPANY
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Residen Agent Paul T.Bruflat,S 'or Vice President
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ACKNOWLEDGMENT OF SURETY
STATE OF SOUTH DAKOTA SS (Corporate Officer)
T, COUNTY OF MINNEHAHA
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On this 27th day of September 2005 before me,the undersigned officer,
personally appeared Paul T.Bruflat who acknowledged himself to be the aforesaid
officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer,being authorized so to do, executed B
51 the foregoing instrument for the purposes therein"contained, by signing the name of the corporation by himself as such B
officer.
IN WITNESS WHEREOF,I have hereunto set my hand and official seal.
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a ' + Notary Publi -South Dakota
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My Commission Expires November 30,2006
ACKNOWLEDGMENT OF PRINCIPAL
STATE OF SS (Individual or Partners)
COUNTY OF
On this day of before me personally appeared
known to me to be the individual _described in and who executed the foregoing instrument and acknowledged to me
that he— executed the same.
My commission expires
Notary Public
ACKNOWLEDGMENT OF PRINCIPAL
STATE OF (Corporate Officer)
ss
COUNTY OF
On this day of before me personally appeared
who acknowledged himself/herself to be the
of a corporation, and that he/she as
such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing
the name of the corporation by himself/herself as such officer.
My commission expires
Notary Public
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W E STERN SURETY COMPANY ONE OF AMERICA'S OLDEST BONDING C 0 M P A N I E S Ful
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Western SuretyCompany
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS:
That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota,
and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado,
Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky,
Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New
Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania,
Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia,
Wisconsin,Wyoming, and the United States of America,does hereby make,constitute and appoint
Paul T. Bruflat of Sioux Falls
State of South Dakota its regularly elected Senior Vice President
as Attorney-in-Fact, with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for
and on its behalf as Surety and as its act and deed,all of the following classes of documents to-wit:
Indemnity,Surety and Undertakings that may be desired by contract, or may be given in any action or proceeding in any court of law or
equity, policies$'ndemnifying employers against loss or damage caused by the misconduct of their employees; official, bail, and surety and
fidelity boridsri°e�mfiit� in all cases where indemnity may be lawfully given; and with full power and authority to execute consents and
waives„t� raz5dify.,or chrtge or extend any bond or document executed for this Company, and to compromise and settle any and all claims
or de[narrds ma r exQ against said Company.
�_!astern Surety Compai y further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety
Can ny duly adopted ar3d dw in force,to-wit:
SepGon 7 All bds�"policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the
corpota�e-game gofh� 6mpany by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other
officers�as;tl e„: of Directors may authorize. The President,any Vice President,Secretary,any Assistant Secretary, or the Treasurer
�a •
may appoint Affdrneys-in-Fact or agents who shall have authority to issue bonds,policies,.or undertakings in the name of the Company. The
corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the
corporation. The signature of any such officer and the corporate seal may be printed by facsimile.
In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its
Senior Vice President with the corporate seal affixed this 27th day of September 2005
ATTEST WESTE N URET COMPANY
By
Assistant Secretary, Paul .Brufl ,Senior Vice President
STATE OF SOUTH DAKOTA 1
)} ss
COUNTY OF MINNEHAHA
On this 27th day of September 2005 before me,a Notary Public,personally appeared
Paul T. Bruflat and L. Nelson
who, being by me duly sworn,acknowledged that they signed the above Power of Attorney as Senior Vice President
and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be
the voluntary act and deed of said Corporation.
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My Commission Expires November 30,2006
Form F1975-4-2002
FROM :TOM BREW FAX NO. :617 964 1955 Sep. 27 2005 06:20PM P2
0-27-2005 TU.S 05:03 PM KEYSPAN ENERGY DELIVERY FAX NO. i 7818904898 P, -�2
T Kevspaa Eftel Delivery
127�Vliiles Path
ErKgy Delivery S uth rsrrnowh.MR 0266A
September 27, 2005
Mr, Jim Bowes
Bayside Builders
P.O. Box 95
Centerville, MA 02632
Re.: 176 Shell lane, Clotult
To Whom It May Concern:
This letter is to confirm that there is no natural gas service to the above referenced
property,
If you have any questions, please call 508=750-753o.
s
Sincerely,
Stews Jacobson
Field Supervisor
FROM :TOM BREW FAX NO. :617 964 1955 Sep. 27 2005 12:20PM P2
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09/27i2005 TUE 10:35 FAX NSTAR
one NSTAR Alay
CShNSTAR RIC 11Voslwood,NVecachwsaft 02090
CAS
September 27.2005
To Whom It May Concern;
The permanent electrical®ervice and meters at the following location have been confitm+ed removed:
176 Shell Lane
Cotuit,MA 02635
Signed for N, TAR F1emic
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OF TyF Cotuit ,f in Diztrict
OTUIT Water Mepartment
l �9i6 4300 FALMOUTH ROAD, P.O. BOX 451
JU Y COTUIT, MASS. 02635
PHONE (508) 428-2687
FAX (508) 428-7517
September 27, 2005
Mr. and Mrs. Thomas Brew
72 Ferncroft Road -
Newton, MA 02468
RE: 176 Shell Lane
Dear Mr. and Mrs.Brew,
This letter confirms that the water at 176 Shell Lane in Cotuit, has been turned off and
the meter has been disconnected. Please contact us at 428-2687 the morning of the
demolition so we can remove water service materials from the site before demolition
begins.
Sincerely,
�
,
Sheri Leavenworth
Business Manager
09/20/2005 16:38 561-354-1444 POWER SYSTEMS MFG PAGE 02/03
ek. 20173 FS375' e!57s4v
Q$-19--2�305 11 34EX
QUITCLAIM DEED
I, Laurette Allene Brew of Boca Raton, Palm Beach County, Florida,
Trustee under the Laurette Allen Brew Revocable Trust.
.2 For consideration paid and in consideration of$1.00 or less
Grant to Thomas E. Brew, Jr. and Frances V. Brew, Husband and
Wife, as Tenants by the Entirety, of 2652 N. W. 461h Street, Boca
,a Raton, Florida 33434
Two certain adjoining lots or parcels of land situation in that part of
Barnstable, Barnstable County, Massachusetts, known as Cotuit, being
Lots 9 and 10 as shown on plan entitled "Plan of Land in Cotuit,
Barnstable, Mass., Belonging to Nita M. Crawford, Scale 1: = 60', October
15, 1958", drawn by Nelson Bearse & Richard Law, Surveyors,
Centerville, Mass., and duly recorded with Barnstable County Deeds.
Said lots are separately bounded and described as follows:
Lot No. 9
SOUTHERLY by the center line of Shell Lane, as shown on
said plan, Twenty (20) feet more or less; ,
SOUTHWESTERLY by Guimquissett Road, one hundred
Seventy-six (176) feet more or less;
NORTHWESTERLY by Lot No. 8, as shown on said plan, one
Hundred eighty-seven and 31 f 100
(187.31) feet;
NORTHEASTERLY by Lot 181, as shown on said plan, a
Distance of eighty-five (85) feet; and
SOUTHEASTERLY by Lot No. 10, as shown on said plan, two
Hundred thirty-four and 82/100
(234.82) feet.
Said lot or parcel contains an area of 28,620 ,square feet, more or less.
Lot No. 10
SOUTHWESTERLY by the center line of Shell Lane, as showri.
On said plan, one hundred eighty (180)
Feet;
NORTHWESTERLY b Lot No. as shown on said w 9 id Zan two
y � P
09/20/2005 1G:38 5G1-354-1444 POWER SYSTEMS MFG PAGE 03/03
Hundred thirty four, and 82/ 100 (234.82)
feet;
S
`N NORTHEASTERLY by Lot No. 181, as shown on said
Plan,.one hundred forty (140)
Feet-, and
SOUTHEASTERLY by Lot No. 1, as shown on said plan,
Two hundred twenty-seven and
15/ 100 (22 r./ 15) feet.
Said lot or parcel contains an area of 36,700 square feet more or less.
So much of said lots numbered 9 and 10 as is included within the limits
of Shell Lane, as shown on said plan, is subject to the rights of all
persons having easements and rights therein and thereover, and there is
conveyed as appurtenant to both of said lots as easement or right of way
over the entire length of Shell Lane running from Guimquissett Road on
the west to Main Street, together with others entitled to similar rights
therein and thereover.
vo Said premises are conveyed subject to a taking for the layout of'Shell
Lane as a public way, duly recorded in the Barnstable Registry of Deeds,
insofar as now in force and applicable.
For title, see deed recorded in Barnstable Registry of Deeds in Book
14268, Page 86.
WITNESS my hand and seal this day of August 2005.
Laurette Allene Brew, Trustee under the
t
Laurette Allene Brew Revocable Trust
COMMONWEALTH OF MASSACHUSETTS
Barnstable, ss August
G , •- dam;,
Then personally appeared the above-named Laurette Allene Br,,e
P Y PP ,
Trustee under the Laurette Allene Brew Revocable TrustX.
And acknowle ged the fore2oing instrument to be her free act anil'.d
before me .+;d ttaC1244fiJ 440aw m 4/ .�
Notary Publi
My Commission
BARNSTABLE REGISTRY Of DEEDS
x -
The Town of Barnstable
Department of Health Safe and
,SL P Safety Environmental Services
Building Division°
367 Main Street,Hyannis,MA 02601
18-8624038
18-790.6230
PLAN REVIEW
wryer: � �CC�S ���� Map/Parcel:
ojectAd 6 _ �lh-t�
dr ess: '�� ro S��. `-w ry Builder:
he following items were noted on reviewing:
S --
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dewed by:
:e•
rAssessor's map and lot number .... f/..... .... .....� 5EPTIC SYSTEM fVilU T
INSTALLED IN CO
Sewage Permit number ....�Y �'.. ....�r C
WITH TITL
�J7"VJMRONMENTAL .
-House number ....................... .... ........../................... .......... r
M
iiEGULA 0 Y39-
PY a\e
lv2a
TOWN OF BARNSTAB F - -m
BUILDING INSPECTOR
APPLICATIONFOR PERMIT TO ..............................................................................................................................
TYPE OF CONSTRUCTION ............... >��...................................... .............................................
................................................
TO THE INSPECTOR OF BUILDINGS:
The undersigned hereby applies for a permit according to the following information:
Location .. ........................................................................................................................
..............
I,
ProposedUse .............../..."`"............................................ ...............................................................................................:....
Zoning District ............�� ...............................:.............Fire District
Name of Owner „!,"'",'.L . ..... ..........r'�'..�.�...........Address ..�
.
. .......... '. .......... . ........... .. .........
Name of Builder ............................................... ..... Address
It
.Name of Architect ..................................................................Address ....................................................................................
Number of Rooms .................i .....Foundation �F C�
Exterior ...................... `.n. ........... Roofing
es� .................. :. -f�.l -`�....... ....................
Floors ................ �......................................Interior ...............�` .L�i S .......................................
g .....It.: e W�. g ..........
1
Heatin ........ ............... .. Plumbin ......................:.............................:......�...........
Fireplace ................... ................................................Approximate Cost ........10�.. �. 6�.......................
Definitive Plan Approved by Planning Board __________________________
------19--------. Area ...k2............................
0
Diagram of Lot and Building with Dimensions Fee
SUBJECT TO APPROVAL OF BOARD OF HEALTH
1
r5
I hereby agree ree to conform to all the Rules and Re ulations of the Town of Barnstable're regarding the above
9 9 g
construction.
Name ..........P....... .. .........................................
BREW, THOMAS E.
22234 Build Dormer
No ................. Permit for ....................................
Single Family Dwelling
..........:.........................:.....................................
Location ...Shell....La..n.e.......#17.6.................. .. . .... .. ..
Cotait
............................................... ..............................
Owner .....Tb4?'MA5... ........................
Type`of Consfr'uction ....Frame.........................
.............. .......................................................
Plot ............................ Lot ................................
June 2 ,
Permit Granted ........................................19 80
Date of Inspedio' n ........................... ........19
DafL- Completed ............... 19
PERMIT REFUSED
................................................................ 19
�, . .. o
..................................................
............................................
....................................................
0
Ah vej-2 ... 19
0 .......................................
............................................................
...............................................................................
Assessor's map and lot number `./...... ...�...
THE T0�
,.f/�� �
'Sewage Permit number ...7; .�
y l
(Q��ty�/�/ c �✓" G0
�B Y9TaYA Xa
\E00,
House number ....................... / � SA8
TOWN O' F
i
BARNSTABLE
BUILDING INSPECTOR -
APPLICATION FOR PERMIT TO ...........?......' `�'t.
......................................................................................
TYPE OF CONSTRUCTION .................7-
..........�.......�..................19........
TO THE INSPECTOR OF BUILDINGS:
The undersigned hereby applies for a permit according to the following information:
Location . ........ .......:�.t.�..'................. - ......................................................................................
Proposed Use .....
....................................................................................
a .; .
Zoning District ............y.. . ..................:..........................Fire District ...... ................................................................
-Name of Owner .. ,!„!, .l..i ......`-�..............................Address .... :!....:
r .:.
Name of Builder � .!�L.-( `t �(� - � � (,A (le i I
Address
Nameof Architect ..........................................................2........Address ....................................................................................
Number of Rooms ..,..........................�.......................-.Foundation ................... .........................................................
f t �1 ( `�
Exterior ...................
�Yt�.......��..-.!,��...................................Roofin �(,,:a Jk rC /
Floors � ....V - / ...Interior ........: 0 <T SZp_ ?
Heating !p :.....K..' :...... 1:.........,.✓..Plumbing`..................................................................................
Fireplace .............. t ram................................................Approximate Cost ........ ....i..:�-�. ..6 ... .......................
Definitive Plan Approved by Planning Board ---------------_---------------19_______. Area ...11-.11>..............................
Diagram of Lot and Building with Dimensions
g 9 Fee ...,:?.......................................
SUBJECT TO APPROVAL OF BOARD OF HEALTH
. p
I hereby agree to conform to all the Rulesnd Regulations of the Towri of.Barnstable regarding :the above
construction. -
Name ..................................................................................
BREW, THOMAS E.
No .222.3.4.... Permit for .......Bui-ld.-Darmer
Sinqle Family Dwelling...........
..................Single .......................
Location Shell Lane #176
................................................................
Cotuit
...............................................................................
Owner ..Thomas E. Brew
................................................................
Type of Construction .......Frame......................
.. ....... ..
................................................................................
Plot ............................ Lot
........................
Permit Granted ....June ..................19 80
Date of Inspecti6n ..... /..............:...........1
Date Completed ........
... ........................19
19
PERMI[TREFUSED
..................................... 19
...... ...... ..... ...............
. ...........
............... ...... ... ...............................................
...............................................................................
...............................................................................
Approved ................................................ 19
....................... ....... ...........................................
........................................................
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w N NOTE: EXTEND COVEK5 OF
c� DATE: 5EPTEMBER f G, 2005 P-
sCtlooL sr�� Q SEPTIC TANK TO WITH 11N
ft- dJ �� PIPE TO BE LAID LEVEL, TEST BY: M. O LOUGHLiN, CSE 1
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FOR 2' OUT OF DISTR r31.JTION WITNESS: BARNSTABLE HEALTH DEFT. I
GUIMQUI55t=P.D. BOX 2" LAYER OF 3/6" PEA5TONE PERC RATE: < 2 MIN./IN.
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' NO WATEK ENCOUNTERED
I
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DESIGN DATA
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i I
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LOCATION: 17G SHELL LN., COTUIT, MA
of CLIENT: 6AY51DE DUILDING, INC.
8 SCALE: DALE: DRAWN BY: I
' ��Hof�cyssq I " = 30' 09-06-2005 TMW I
STEVE W. �N �.:;1 j I o�' DANIEI E. cti� JOB NUMBER: REVISION: SHED NUMBER:
ounna / 2/3 , o BRAMAN 05-052 5P-i
CIVIL u
40 S No. 326 6C WELLER A550CIATE542 �
RAL EN�' I E45 FALMOUTH RD., SUITE 4C • F.O. BOX 417 CENTERVILLE, MA 02632 I
2 WINDY WAY, #232 NANTUCKET, MA 02554 1
TBM = EL. 41 .5 TEL: (506) 775-0735 --- FAX: (506) 775-0735
NAIL ' ET IN UTILITY POLE EMAIL: 1rlswellerCmcomca5t.net
~ 4 F ROFE55IONAL_ ENGINEERS * LAND 5URVI-OR5