HomeMy WebLinkAbout0571 WILLOW STREET J
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TOWN OF BARNSTABLE
CERTIFICATE OF OCCUPANCY
PARCEL ID 130 033 GEOBASE ID 7034
ADDRESS 571 WILLOW STREET PHONE
W BARNSTABLE ZIP -
LOT 2B BLOCK LOT SIZE
,DBA DEVELOPMENT � ISTRICT WB
tPERMIT 78571 DESCRIPTION NEW RES GARAGE UNDER QED 2/BATH
PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPA�CY
i
CONTRACTORS: De artm°ent of
AkCHITECTS: p
Regulatory Services
.TOTAL FEES:
BOND $.00
CONSTRUCTION COSTS $.00
756 CERTIFICATE OF OCCUPANCY 1 PRIVATE v
* BARNSTABLE, "*
Mass.
059. 1
i
BUILDI DIVISION j
Y
DATE ISSUED 08/13/2004 EXPIRATION DATE (�
r
TOON -OF; BARNSTABLE
BUILDING PERMIT
r
PARCEL D 130 033 GEOBASE ID 7034
ADDRESS 571 WILLOW STREET PHONE
W BARNSTABLE ZIP -
LOT 2B BLOCK LOT SIZE
DBA DEVELOPMENT DISTRICT WB
f
PERMIT 72118 DESCRIPTION 30'X 40' 2 STORY SINGLE FAM 3 BDRM W/PORCH
PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT
CONTRACTORS: PROPERTY OWNER Department of
ARCHITECTS: p
Regulatory Services
TOTAL FEES: $730.20
BOND $.00 tt�E
CONSTRUCTION COSTS $192,000.00
101 SINGLE FAM HOME DETACHED 1 PRIVATEBAMSTABM
* A
ass.
039.
BUILDING DIVISION
BY 04115
DATE ISS D 10/08/2003 EXPIRATION DATE
JL
TOW S f F ' ARNSTABLE
BUILDING PERMIT
PARCEL 1 . 130 033 GEOB_ASE ID 7034
ADDRESS '*v571 WILLOW STREET J PHONE
W BARNSTABLE ZIP -
LOT 2B BLOCK LOT SIZE
DBA DEVELOPMENT DISTRICT WB
PERMIT 72118 DESCRIPTION 30'X 40' 2 STORY SINGLE PAM 3 BDRM W/PORCH
P RMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT
CONTRACTORS: PROPERTY OWNER -
Department of
ARCHITECTS: Regulatory Services
TOTAL FEES: , ' $730.20
BOND � � $.00 �tME
CONSTRUCTION C06TS $192,000.00
101 4SINGLE PAM HOME DETACHED 1 PRIVATE ' 0..`
• BARNSTABLE, •
MASS.
163g6
BUILDING DIVISION
BY
DATE ISSUED 10/08/2003 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 JOB AND WHERE APPLICABLE, SEPARATE
1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR
2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU-
(READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH-
3.INSULATION. N�k OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE: ANICAL INSTALLATIONS.
4.FINAL INSPECTION BEFORE OCCUPANCY.
POST THIS CARD SO IT IS VISIBLE .FROM STREET
BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL IVSPECTIOq APPROVALS
'/3fiv ./%��/03014 ytl/,e ' $lb. -Z)-e g yn wZ
fv0 3 opj�
2n C ,/ 2:; 2 /Ot
3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT
'2,~ 2S�o1
` ok• /1 2<) Z� p y BOARD OF HEALTH
SITE PLAN REVIEW APPROVAL
OTHER:;,,,M15v 13oAA5T.4�3t� x'i/��j1gPi. �
WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS
THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY
VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA-
TION. NOTED ABOVE. TION.
BUILDING
PERMIT
''�,
TOWN OF--BARNSZABLE
r ' BUILDING PERMIT o
PARCEL ID 130 033 GEOBASE ID 7034
ADDRESS Wc ., WILLOW STREET. PHONE
5-91 W BARNSTABLE ZIP —
LOT 2B BLOCK. LA'S SIZE
DBA DEVELOPMENT DISTRICT WB
PERMIT 72118 DESCRIPTION 30'X 40' 2 .STORY SINGLE FAM 2 BDRM W/PORCH
PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT
i
CONTRACTORS: PROPERTY OWNER Department Of
ARCHITECTS:
Regulatory Services
t TOTAL FEES: $705.20
BOND $.00
CONSTRUCTION COSTS $192,000.00 Qn
101 SINGLE FAM HOME DETACHED 1 PRIVATE ; 01_"
* BAMSTABLE, •
Mass.
1639.
QED MP'�A
BUILDING DIVISj,ON .
:BY
DATE ISSUED 10/08/2003 EXPIRATION DATE pu(J W
TOWN OF-BARNSTABLE } •y "�'
tA1 • BUILDING PERMIT ' o2Do3'4
PARCEL ID 130 033 GEOBASE ID 7034
ADDRESS 68.1 WILLOW STREET PHONE
511 W BARNSTABLE ZIP -
LOT 2B BLOCK LOT:SIZE
DBA DEVELOPMENT DISTRICT WB
PERMIT 72118 DESCRIPTION 30'X 40' 2 STORY SINGLE FAM 2 BDRM W/PORCH
PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT
CONTRACTORS: PROPERTY OWNER Department of
ARCHITECTS: Regulatory Services a
TOTAL FEES: $705.20
BOND $.00
CONSTRUCTION COSTS $192,000.00 �1►
101 �, SINGLE FAM HOME DETACHED 1 PRIVATE
* BnxtvsTABt.e, •
Mass.
039.
BUIL ING DIVIS ON
DATE ISSUED 10/08/2003 EXPIRATION DATE
' VFF
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 OFTHIS g
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 JOB AND WHERE APPLICABLE, SEPARATE
1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR
2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU-
(READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH-
3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS.
4.FINAL INSPECTION BEFORE OCCUPANCY.
BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELEC ICAL INSPECTION APPROVALS
4, �
2 2 P7�?, M w 2
1,141
14 I b/),
3 U FoD So Ap ft*p, QeW O,g 1 HEATING INSPECTIOW APPROVALS ENGINEERING DEPARTMENT
/14f 4.414 f 110
y 2 z� p BOARD OF HEALTH
I
OTHER: SITE PLAN REVIEW APPROVAL
i
WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS
THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY
VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA-
TION. NOTED ABOVE. TION.
BUILDING
PERMIT
'�,
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map 130 Parcel�3 1 Permit# r7 11 IS
/
Health Division Date Issued l of 403
Conservation Division < Q3PMAI /� a3 �y <j Application Fee 6ZIbO
Tax Collector Permit Fee t65s.ZO
Treasurer
%.LL T:.. C':C:-.1 r. U:T CE
Planning Dept. ItiC T r,1.L0 IN COMPLIANCE
VATH TITLE 5
Date Definitive Plan Approved by Planning Board �- - E\NV1R0.N1°etENTAL CODE ANC,
ppp/ivtj< L- No--- x- 5 u,-/L ep T01fial REGULATIONS
Historic-OKH reseervv3tion/Hyannis
Project Street
/Address nJ 7 I A/I//QW s --6
Village
Owner I r IrO�m o-5 Ke,,,I7h ed y Address ��6 Hfi lhl/m/#? )?//,
Telephone 5 0 6 y 2a K 33 0 ll
Permit Request &W M •oo S /UC da
Square feet: 1st floor: existing proposed Z 00 2nd floor: existing proposed 600 Total new d 00
Zoning District Flood Plain /V0 Groundwater Overlay /v e'� _J
Project Valuation tio /0 Construcn Type
-�
( r , vla
LotSize OGr� Grandfathered: ❑Yes &f No If yes, attach supporting documentation. r;
2,SQ4reo vp 1,-xmj
Dwelling Type: Single Family id Two Family ❑ Multi-Family(#units) m
Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: U9 YeS ❑No F.
Basement Type: ❑ Full ❑Crawl OdWalkout IdOther Gardae U10 Pr
Basement Finished Area(sq.ft.) Gayge- - oo Basement Unfinished Area(sq.ft) 720
Number of Baths: Full: existing new Half: existing new
Number of Bedrooms: existing new
Total Room Count(not including baths):existing new First Floor Room Count 3
Heat Type and Fuel: ❑Gas adOil Cl Electric ❑Other
Central Air: 3 Yes ❑ No Fireplaces: Existing New-1-_ Existing wood/coal stove: ❑Yes (dNo
Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size
Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other:
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑
Commercial ❑Yes allo If yes,site plan review#
Current Use Proposed Use
BUILDER INFORMATION
Name Thom Q Telephone Number)
Address Wb Holl1nowerk) License#
Home Improvement Contractor#
Worker's Compensation# WC/ .T399bb
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
Br . V � S h 7 Sh R . b. F
SIGNATUREtm&w_�� E qL12 03
FOR OFFICIAL USE ONLY
PERMIT NO:
DATE ISSUED
MAP/PARCEL NO.
ADDRESS VILLAGE,
OWNER
DATE OF INSPECTION:
FOUNDATION^ ��O O?'1 !/I D� ,,� 6"Scari+► r°RDe �� " �c�`
B IAIR /0 3 oK. S$'O o w0005 �
FRAME -rxtif
INSULATION-
FIREPLACE 12 / - -
ELECTRICAL:•, ROUGH FINAL
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL
FINAL BUILDING
r ,
Y.
DATE CLOSED OUT
• ASSOCIATION PLAN NO. i
ee I '�1 (o a g o rc � a )03
�P a-3
FILE COH
QUITCLAIM DEED
1, Al. JEAN KENNEDY, of 575 Willow Street, West Barnstable, Barnstable County,
Massachusetts.
for consideration paid and in full consideration of ONE AND Y_X/100 DOLLARS ($1.00)
grant to TROMAS WARRL+'N K1 NNEDY, of 571 Willow Street, West Barnstable, Barnstable
County, Massachusetts.
WITH QUITCLAIM COVENANTS
the land in Barnstable (West),.Barnstable County, Massachusetts, together with any buildings
o thereon, but specifically excluding the pump located in the bog well on that property bounded
� and described as follows:
C11
o .
SOUTHWESTERLY, by a cul de sac on an arc as shown on hereafter mentioned plan,
SOUTHERLY and there measuring One lIundred Sixty-Four and 93/100 (164.93)
SOUTHEASTERLY feet;
NORTHEASTERLY by the land now or formerly of Joseph Kennedy, Two Hundred
CQ Fifteen and 00/100 (215.00) feet;
NORTHWESTERLY Three Hundred Eighty and 00/100 (380.00) feet as shown 'on .
hereinafter'mentioned plan and from that point continuing;
C
3 NORTHWESTERLY One lIundred Ninety-Eight and 13/100 (198.13) feet by Lot A
shown on that plan;
n NORTHEASTERLY by Lot 2A as shown on the hereinafter referenced plan, One
Hundred Seventy-Five and 13/100 (175.13) feet;
J
rJ
EASTERLY and by the land now or formerly of Robert Fieux, One Hundred
SOUTHEASTERLY Sixty-Six and 11/100 (166.11) feet to a concrete bound and
continuing;
EASTERLY and from that concrete bound,Ninety-Two and 01/100 (92.01) t.ect;
SOUTHEASTERLY
NORTHERLY to a point Twenty and 00/100 (20.00) feet;
SOUTH from a concrete bound along the Easterly boundary of the property
now or formerly of Margaret E. Pinson all as shown on the
hereinafter referenced plan;
EASTERLY Two Hundred Forty-Nine and 01/100 (249.01) feet;
PW
1,
NORTHEASTERLY Thirty-Seven and 52/100 (37.52) feet;
EASTERLY 'Seventy-Five and 20/100 (75.20) feet; and
SOUTH and
SOUTHWESTERLY by the land now or formerly of Richard C. Picard, Six hundred
Eight and 08/100 (608.08) feet.
Containing 4.5 19 acres, more or less, and being that portion of property containing a cranberry
bog identified and shown on plan entitled "Plan of Land in Barnstable (West), Mass., being a
division of a portion of Lot 2 shown in Plan Book 249, Page 125, prepared for Theodore L.
Piers, Scale 1"= 60', December 1, 1986", which plan is duly recorded with the Barnstable
County Registry of Deeds in Plan Book 427, Page 93.
The above described premises are a portion of LOT 2 as shown on a plan entitled "Subdivision
Plan of Land in (West) Barnstable, Mass. as surveyed for and designed for Alfred W. and Carol
J. Johnson by Crowell and Taylor Corporation, Yarnouthport, Mass., Scale 1"= 1001
,
September, 1971", which plan is duly recorded with the Barnstable County Registry of Deeds in
Plan Book 249,Page 125.
The above described premises are conveyed together With the right and subject to the right of
others,.to pass and re-pass over the 40 foot private way and cul de sac known as Willow Street,
as shown on both of the above referenced plans.
This conveyance is subject to the restriction that the electric power lines crossing the lines of the
green house now or formerly of owned by Theodore L. Piers and Ann R. Piers as shown on the
above referenced plan recorded herewith shall not be interrupted or removed by the buyers.The
maintenance and repairing of such electric power lines will be the joint responsibility of the
owners of Lot 2A and, their heirs, successors, and purchaser's. In the event of the conveyance of
Lot 2A by the within grantors, the grantees, the heirs, successors and purchasers may interrupt or
remove said electric power lines.
Said conveyance is also subject to a boundary line agreement between Alfred W. Joluison and
Carol J. Johnson and J. Frederick Carlson and Ruth I. Carlson dated October 8, 1976 and duly
recorded with the Barnstable Registry of Deeds at Book 2513, Page 038.
Reference for title is made to deed dated December 30, 1986, recorded with Barnstable County
Registry of Deeds, Book 5486, Page 330.
Title has not been searched and is not being certified.
A
Application to
`orb lZing'� I g�j�nap 3.egional Piotoric �Diotrict Committee
In the Town of Barnstable.
CERTIFICATE OF APPROPRIATENESS o
> M
Application is hereby made, with four complete sets, for the issuance of a Certifcate of Appropriateness under Secttan
6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on pla' rso
drawings, or photographs accompanying this application for. .�.;
CHECK CATEGORIES THAT APPLY: c�
� cn
1. Exterior building construction: Id New ❑ Addition ❑ Alteration Q'
Indicate type of building: IV House IV Garage ❑ Commercial ❑ Other
2. Exterior Painting: ❑
3. Signs or Billboards: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign
4. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Others- --
TYPE OR PRINT LEGIBLY: DATE �/ 1� IO-✓
ADDRESS OF PROPOSED WORK %7� dU� �l�� l"i f Y . JQrf?5 dI�ASSESSOR'S MAP NO.
OWNER D/7Y� S /l�i/�/��l�V ASSESSOR'S LOT NO. r--y
HOME ADDRESS �� • os /ll TELEPHONE NO. 2� 121
FULL NAMES AND ADDRESSES OF ABUTTING OWNERS, including those of adjacent property owners.across any
public street or way. (Attach additional sheet if necessary.)
AGENT OR CONTRACTOR // VMQJ S ACP/7d V TELEPHONE NO.
ADDRESS I N f l��Il{70 Ivory Rd OS-fff V)
DESCRIPTION OF PROPOSED WORK: Give particulars of work to be done, including materials to be used. Please
include locations of proposed signs.
Signed
Own er-Contractor-Ag t
Fnr committee Use Only
This Certificate is hereb �' Date l ' 10 '03
rLDK1NG7'SH1QHWA11r
Approved/ nied
J. ommittee Members' Signa s: -
Town of Barnstable
`= Old King's Highway Historic District Committee
SPEC SKEET
FOUr7DATION /UUIed 61?Gr�i
SIDING TYPE (;edc�r ShIn��1�e5 COLOR �r '�C �ffi oss
CHIMNEY TYPE ( _(c COLORhPd
ROOF MATERIAL ((,h 11,� /I .�I LSh*j LOR �'V
PITCH
WINDOWS f'ld e�Sdr1 COLOR Yd��'�� SIZE See, afVc ' shee-;�
TRIM COLOR NO 1' O Y V Ili �t/
DOORS S�� Q Ghed sh eel COLORS�� �K
SHUTTERS Wood M � i ^ 16" COLORS
GUTTERS /"1 `UI I r1C1 m COLORS
DECKS �� /�� I Iu(G� (� ' X ND/ MATERIALS P.T. y 00d
GARAGE DOORS wood q i w y o` H COLORS �I06
14,
SKYLIGHTS SIZE COLORS
SIGNS COLORS
FENCE COLOR
NOTES: Fill out completely, including measurements and materials/colors to be used. Four copies of this
form are required for submittal of an application, along with Four copies of the plot plan, landscape
plan and elevation plans, when applicable.
SPECSHT
Revised 11198
WILKINS AND DEYOUNG
ATTORNEYS AT LAW
270 WINTER STREET
HYANNIS, MASSACHUSETTS 02601
TELEPHONE (508)771-4210 FAx (508)790-4668
JEREMY M.CARTER OF COUNSEL:
STEVEN S.DEYOUNG BARRON&STADFELD
RUSSELLN.WILKINS
CINDYA.NUZZOLO
SETH G.ROMAN*
JONATHAN T.SLOAN *Also admitted in NH and ME
December 14, 2006
Town of Barnstable
200 Main"Street
Hyannis, MA 02601
ATTN• ROBIN GIANGREGORIO Zoning Enforcement Officer
Re: Thomas Kennedy
571 Willow Street, West Barnstable,_MA.
,Map 130,Parce1033
Dear Ms: Giangregorio _
Please be advised that I represent Mr:Thomas Kennedy whose address is 571 Willow
Street, West Barnstable, Massachusetts. Mr. Kennedy recently received from Ms. Karle a
written Request for Site Visit dated November 29, 2006. My client and I have cooperated with
this site visit which occurred on December 12, 2006.
The written request from Ms. Karle included in a suggestion that my client contact you
with regard to the limits of his engaging in business at this location. I have enclosed a copy of
the letter from Ms. Karle which included this suggestion.
The reason for my correspondence is to attempt to assure that my client is compliant with
all Town of Barnstable rules and regulations. Specifically with respect to this property, it is his
intention to attempt to reclaim the bog as a working, producing, cranberry bog. In addition, he
owns a business which involves the use of various earthmoving equipment. Usually this
equipment is kept on the job site. Occasionally my client will bring one or more of his vehicles
to his home for use around the property or for temporary storage until he moves it to the next job
site.
I write in the' hopes that'you will provide any written information-that you may-have
available that describes/determines the extent to which my client's actions are permitted. He
conducts no business on this property other than the occasional presence of one or more pieces of
the equipment he utilizes at various job sites. If this is not permitted, then he will seek to
forthwith remedy this.so as to be completely compliant with all rules and regulations.
December 14, 2006
Town of Barnstable
Ms. Robin Giangregorio
Page Two
I appreciate any information that you provide that would assist my client in assuring that
he is not in violation of any Town requirements as to the conduct of his activities.
Very truly yours,
Steven S. De ng
SSD/abm
enclosure
cc: Thomas Kennedy
dictated but not read
Y°FVE Tp Town of Barnstable
Regulatory,Services
�'"H''H'' � Thomas F. Geiger,Director
1639. ♦0
�pTen 3+" Conservation Division
Robert W. Gatewood, Administrator
200 Main Street, Hyannis, MA 02601
E-mail:conservationnQtown bamstable.ma.us
Office: 508-862-4093 Fax: 508-778-2412
0
November 29, 2006 p
O
Mr. Thomas Warren Kennedy
571 Willow Street
West Barnstable, MA 02668
RE: Requesting a site visit of bog area, 571 Willow Street, West Barnstable
Map 130 parcel 033
Dear Mr. Kennedy,
The Conservation Division has received two anonymous telephone complaints regarding
a possible,wetlan&violaUon near the bog that you currently_own. There is a concern that
i trash,pallets, stone, and asphalt are being stored within the Conservation 6-8mmission
jurisdiction.(100 feet from the bog/wetland).
Many cranberry growing activities are exempt from the Wetland Protection Act,but the
work(or stored items) would need to be for normal maintenance or improvement of the
land in agricultural use. If you are using/storing these items for another type of business,
this would not be permitted. I have enclosed information regarding cranberry bogs and
agricultural exemptions. I would also urge you to contact Robin Giangregorio, Town of
Barnstable Zoning Enforcement Officer, if you are using this area for another type of
business.
Please contact me by December 6, 06 to arrange a site visit by December 15, 06. I will be
happy to answer any questions you might have at that time.
Respectfully submitted
jDarcy le
j Conservation Agent.
i
Date: December 19, 2006
To: Building File
From: R. Giangregorio
Re: Storage of commercial equipment on residential lot
Owner: Thomas Kennedy
M&P: 130-033 - 571 Willow Street, W Barnstable
Zoning: RF- 240-14
Overlay: AP
December 18, 2006
I received a letter from Attorney Steven DeYoung on behalf of Thomas Kennedy in an
attempt to clarify the property owner's intentions and use of subject site.
Analysis
Mr. Kennedy can not capitalize on his intention to restore the cranberry bog by using this
lot to store commercial equipment; especially equipment that is clearly associated with a
separate, viable business entity also belonging to Mr. Kennedy.
It should be noted that the restoration process itself must first be approved by
Conservation. At this time and to the best of my knowledge there is no filing pending for
this proposal and as a result the storage of commercial equipment not legitimately in use
on the subject lot would be a violation of the jurisdictional single-family zoning.
December 19, 2006 10:27 AM
Spoke to Attorney and advised him use is clearly limited to SF. Equipment can be on site
only if used in conjunction with the restoration process or some other work on site
otherwise equipment cannot remain.
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0322
DRANN-BY. KN
DATE. 5/11/m
Town of Barnstable
Regulatory Services
o Richard V. Scali,Director
Building Division 4
�aRrvsrwar.�. _ -
9 Mass. $ Tom Perry,Building Commissioner
��ED PMt a`0 200 Main Street,Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-862-4038 Fax: 508-790-6230
Approved:
Fee:
Permit#:
HOME OCCUPATION REGISTRATION
Dater
Name: Phone#:���
Address: �71 �� Village: �,/ r, �/ss �,�1�
Name of Business: Z-7 &:r� iev
Type of Business: /i V10 Map/Lot:
11TI=: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation
within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity
shall not be discernible from outside the dwelling. there shall be no increase in noise or odor;no visual alteration to the
premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;
and no increase in air or groundwater pollution.
After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the ..
following conditions:
• The activity is carried on by the permanent resident of a single family residential dwelling unit,located within
that dwelling unit
o Such use occupies no more than 400 square feet of space.
There are no external alterations to the dwelling which are not customary in residential buildings,and there is
no outside evidence of such use.
• No traffic will be generated in excess of normal residential volumes.
The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter,
odors,electrical disturbance,heat,glare,humidity or other objectionable effects.
There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of
normal household quantities.
o Any need for parking generated by such use shall be met on the same lot containing the Customary Home
Occupation,and not within the required front yard.
There is no exterior storage or display of materials or equipment.
• There are no commercial vehicles related to the Customary Home Occupation,other than one van or one
pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to
exceed 4 tires,parked on the same lot containing the Customary Home Occupation.
No sign shall be displayed indicating the Customary Home.Occupation:
If the Customary Home Occupation is listed or advertised as a business,the street address shall not be
included.
o No person shall be employed in the Customary Home Occupation who is not a permanent resident of the
dwelling unit
I,the unders' e with above restrictions for my home occupation I am registering.
App cant 7 Date:
Hnmetu_dna Rev-10.111.1
YOU WISH TO OPEN A BUSINESS?
For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you t.
must do by M.G.L.- it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis.
Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is
required by law.
DATE: VX- 12- 1,014 Fill in please:
APPLICANT'S YOUR NAME/S: rIAoMa►5 w• KF-NN>EDY
BUSINESS YOUR HOME ADDRESS: 5-t t W►t.,t,ovr 57c%•E&'t'
5p-9-3te',•-0°I01f BEST 5&Ab1srtiocl34 S I&AA b�L.6COO
TELEPHONE # Home Telephone Number 5os - 3tn�.- -t t-1-7
Q
7
NAME.OF CORPORATION: c.aPE &QLF Coo S1RVC-t"1cxJ I -=%-1C-
NAME OF NEW BUSINESS 16_ K EN NEDY & SON GY C-flKAT tV 1. TYPE OF BUSINESS Cbr451M\1 Q-%10fj
IS THIS A HOME OCCUPATION? YES NO MA 07"68
ADDRESS OF BUSINESS S'11 b 2 J►L-LbW SMZR—r b,365� 0a *JS � MAP/PARCEL NUMBER I f OS3 (Assessing)
When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of
Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth
Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town.
9. BUILDING CO ISSIO ER'S OFFICE
This individu I h e n infor e a y p it re u' ements that pertain to this type of business. MUST COMPLY WITH HOME OCCUPATIOI
_ I hkI RULES AND REGULATIONS. FAILURE TO
Au horiz m aWF6** COMPLY MAY RESULT IN FINES.
MMENT i
r `
Q�
2. BOARD® EALTH
This individual has been informed of the permit requirements that pertain to this type of business.
Authorized Signature*
COMMENTS:
3. CONSUMER AFFAIRS(LICENSING AUTHORITY)
This individual has been informed of the licensing requirements that pertain to this type of business.
Authorized Signature*
COMMENTS:
Town of Barnstable
CF THE Tp�
' Wo„ Regulatory Services
BA STABIZ : Thomas F.Geiler,Director
' AM
1639. .•� Building Division
RFD MA'1 a
Tom Perry,Building Commissioner
200 Main Street,`Hyannis,MA 02601
Office: 508-862-4038 Fax: 508-790-6230
HOMEOWNER LICENSE EXEMPTION
Please Print
DATE: I Z. l D 7?
JOB LOCATION:. ,J 7� LCJ/ (l0(� 5-1
jnumber / l/ street/ �) l village
(j .
"HOMEOWNER": //1D17/1L15 1 I,,w1,?��fl
name —h phone work phone Ar
CURRENT MAILING ADDRESS:
city/town state zip code
The current exemption for"homeowners"was extended to include owner-occupied dwel ingss 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 fang 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 .,,
minimmn inspection procedures and requirements and that he/she will comply with said procedures and
requireme C ,
Signature of 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 helshe 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 forr /certification for use in your community.
Q:fonns:homeexempt
Affidavit of Substantial Financial Interest
1, of 1))05 WQ� �(�.� 4S-n oath
depose and state as foll ws:
1. 1 am an applicant for a building permit for the property located at Map , Parcel
�. The address of the property is �I7 UV 1 �(Il� S`� F X f-� W- lrnSj
2. 1 have 100 % 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 today's date, which is 1 , the
following individuals or entities have had a 1% 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
T�a� kehn�a'y 51o, willow Scree- Fx�, W. wnsfable
4. Within the last twelve months, from today's date, which is q 0 , 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:
Map/Parcel Address
130 3 511 W/llow S ' " Exf W p lmsdl�
� 3
5. Within this calendar year, I have submitted 0 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 o building permit applications for
property in which I have a 1% or greater legal or equitable interest.
7. Within this month, I have submitted 0 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 day of 003
i
2001-0050/affin 1
Q/LOTTERY/AFFIDAVIT
The Commonwealth of Massachusetts
-- - =- Department of Industrial Accidents
-- = Office O11aYeSllgatfO,as
600 Washington Street
Boston,Mass. 02111 `
Workers' Compensation Insurance Affidavit /
i
i i
P/7 956
name: 2
location hone# Q' 330
W• are be rn
ci I am a homeowner performing all work myself
❑ I am a sole rietor and have no one workin in ca aci
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4...1 ,:tv::, .:L•....»;:J/px•}�hr.:£;i<S.vn'4;;`v:r...,{:...,; :C?•;�}.•.r.?{x fnSy'+.truiryh;.+r., .ei�•a r{n�;,'y}•;v\•+�f ,p,}{ {4��A,�ryf•.;±4.j::.:.
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r,:r`.i'r..a-:...rS, .v.!•»iv!{:::an , .l. r.� ..^.... f. iL}:•:.•�ivv} 'Yr„ :+/}�.:h�j•:}:4.•: i}•yP.Li:,.»,}`ti,1£'L, ■� ::i0,✓rf}r'•:•iX.•:C/,•�Wr:v.S�.!:ny4.Qf:v. r.L,
}Yr»: ''<;.4 ,x..v,nY:.a•:�.n..•;rr. f}:v':r{::r.,i::;t£Lit'}:•Y?3}.rr ;+;+•}iyY n„�•?. Q�l'ry
.n;..: r.:::•:{:n•. :v.•»hr r3}fy4%:L'<��r{i:•4.`r'�I: r{; -`< {:.{;.}W :•}ti•::::$�u: �/
y},•'(}• r:Yf;•i., irL'{ufiYt•::`•kit:Y. :}J:?;a •.:r.r•.,. -
i RUQ'LSitCe`CQ.'`:':r^'+ >tr, :•'•Y),.fN r#:,•h },,,?.::.. l}� or
required under Section 25A of MGL 152 can lead to the imposition of erirninal penalties of a tble up to S1,5oo.
g,�e to secure coveragereq the form of a STOP WORK ORDER and a one of SloO.00 a day against me. jundetsta A that a
one yea"'imprisonment as wen as civil penalties
in copy of this aiatementmay be forwarded to the Office of Investigatiom of the DI&for coverage verification.
o on p
that the in above is irtu and correct
I do hereby certi t e pains and penalties af- 'ury f
' Date '
• Signa� J 1112D- Lf 33 D
Phone# 9
print name
oMcisl use only do not write in this area to be completed by city or town official
. ' ❑$1Uing Department
#
perndt/license OI,icetvir►g Board
city or town: C]Selectzn&s Office
p&eerk if immediate response is required ❑Health Department
phone
contact person:
0'e iad 9/95 PJA)
Information and Instructions
Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their
employees. As quoted from the "law", an employee is defined as every person in the service of another under any contract
of hire, express or implied, oral or written.
An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of
the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or
trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a
dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of
another who employs persons to do maintenance, construction or repair work on.such dwelling house or on the grounds or
big appurtenant thereto shall not because of such employment be deemed to be an employer.
MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or*renewal
of a license or permit to operate a business or to construct.buildings in the commonwealth for any applicant who has
not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the
commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until
acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting
authority. '° •r
Applicants
Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and
supplying company names,'address and phone numbers along with a certificate-of.inmu ce as all affidavits may be
submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and
date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is
being requested, not the Department of Industrial Accidents. Should ygu have any questions regarding the "law"or if you
are required to obtain a workers' compensation policy,please call the Department at the number listed below.
City or Towns
Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the
affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please
be sure to fill in the peimit/license number which will be used as a reference number. The affidavits may be returned to
the Department by mail or FAX unless other arrangements have been made.
The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions.
Please do not hesitate to give us a call.
The Department's address,telephone and fax number:
The Commonwealth Of Massachusetts
Department of Industrial Accidents
Otflce of 111vesugauans
600 Washington Street
Boston, Ma, 02111
fax#: (617) 727-7749
a• l4171 727-4900 ext. 406. 409 or 375
7io CMR AppperAh 1
t
Table 9S3-lb(continued)
periptiye paekagea for One mad Two-Famity Residential Building Seated�ritb Fossil Fuel
rn
MA}Cf MUM MINIMUM
Welt Floor Basement Slab Hcating/Cooling
Glaang Glaung Ceiling W P Equipment Efficiency'
Arm'(•/.) U-values R-valuej R-values R-ValUa' R � e��l R-valuer
Package
5701 to 6500 Heating Degree Days' Normal
6
Q 12% 0.40 38 13 19 10 6 Normal
R 12% om 30 19 19 10 6 83 AFUE
S 12'/. O.SO 38 13 19 10 NIA Normal
T 15% 036 38 13 25 NIA ti Normal
() 15% 0.46 78 19 19 10 N/A 83 AFUE
V 15% 0.44 38 13 2S NIA, 6 85 AFUE
Qy 15% 0.52 30 19 19 10 N/A Nomml
x 18% 032 38 13 25 N/A NIA Normal
y 19% 0.42 38 19 N/A 90 AFUE
13 19 l0 6
Z 18% 0.42 38 ti 90 AFUE
AA 18% O.SO 30 19 19 IO
SS OF PROPERTY: ,3-7/ t-'a w S�
1. ADDRESS _
&JLe s ld151 a (�e 22 z
2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: �L(
3. SQUARE FOOTAGE OF ALL GLAZING: y
4. %GLAZING AREA_(#3 DIVIDED BY#2):
5. SELECT PACKAGE(Q--AA-see chart above):
INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS
NOTE. OTHER MORE
ARE AVAILABLE. ASK US FOR THIS INFORMATION.
BUILDING INSPECTOR APPROVAL:
YES: NO:
q-forms-1980303 a
780 CMR Appendix J
Footnotes to Table J�.2.Ib: Lass doors, skylights, and
Glazing area is the ratio of the area of the glazing assemblies (including sliding-g
basement windows if located in walls that enclose conditioned space,but excluding opaque doors) to the gross wall
area, expressed as a percentage. Up to 1%.of the total glazing area may be excluded from the U-value requirement.
For example,3 fl of decorative glass may be excluded from a building design with 300 R=of glazing area.
Z After.January 1, 1999, glazing U-values must be tested and documented bythe manufacturer in accordance with
the National Fenestration Rating Council (NFRC) test procedure, or taken from Table 11.5.3a. U-values are for
whole units: center-of-glass U-values cannot be used.
The ceiling•R-values do not assume a raised or oversized truss construction. If the insulation achieves the full
insulation.thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38
insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity
insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between
the conditioned space and the ventilated portion of the roof.
4 Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing(if used). Do not include
exterior siding, structural sheathing, and interior drywall. For example, an R 19 requirement could be met EITHER
by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to
wood-frariie or mass(concrete,masonry, log)wall constructions,but do not apply to metal-frame construction.
The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces, basements,
or garages).Floors over outside air must meet the ceiling requirements.
4 The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must
meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned
basements must be included with the other glazing. Basement doors must meet the door U-value requirement
described in Note b. ,
'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs.
' If the building utilizes elebtric resistance heating use compliance approach 3;4, or 5. If you plan to install more
than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest
efficiency must meet or exceed the efficiency required by the selected package.
'For Heating Degree Day requirements of the closest city or town see•Table J5.2.1a
NOTES:
a) Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels.
R-value requirements are for insulation only and do not include structural components.
b) Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested
and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value
in Table 11.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the
glass area of the door with your windows and use the opaque door U-value to determine compliance of the door.
lue greater than
One door maybe excluded asem nt waom this l,slab-d uirement e, or rawl space wall comp nent iinclud s)two or more areas with
c)If a ceiling,wall, floor,b � g
different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to
the R-value requirement for that component. Glazing or door components comply if the area-weighted average U-
value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors).
A-1'
^mod s
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map 30 ' Parcel .3 2 Permit# r7Z11
dad
Health Division 00 j Ul '� "''4 Date Issued
Conservation Division -3uU\1 Ok, ��� 414 03 v�c)IPi1 r"f /: Application /ee o2 co
GisSoG . �j)
Tax Collector - __eet'BtYg EM MUST at
Treasurer �-' -JWAW IN COMPLIANCE
Planning Dept. WM17TL,E5
ORM011MALCODEAND
Date Definitive Plan Approved by Planning Board WN11 171ONs
�8e rrcl �r►s.
Historic-OKH Preservation/Hyannis
Project Street Address S71 //&w
Village (,��-Z�5� Rmh 5lable '7—
Owner Q!!tA:g ACmi�1/ Address Z l7�41�,Y�/' R119 a_5 ;
Telephone �ZD'
Permit Request yeW RA0e,0 3AD jR/yl 7d O/li`e,A,,e6
Square feet: 1 st floor: existing proposed 200 2nd floor:existing proposed Total new 600
Zoning District Flood Plain ,_Groundwater Overlay NO A
Project Valuation .30,060 Construction Type lR wa Si k�7.
Lot Size 7 Qe Grandfathered: ❑Yes 8 No If yes, attach supporting documentation.
Dwelling Type: Single Family UK Two Family ❑ Multi-Family(#units)
Age of Existing Structure Historic House: ❑Yes El No On Old King's Highway: ff?es ❑ No
Basement Type: ❑Full ❑Crawl &Walkout I1Other garnn e 0!)e/'
Basement Finished Area(sq.ft.) !�A►elw -y Basement Unfinished Area(sq.ft) 7Z
Number of Baths: Full: existing new Half:existing new
Number of Bedrooms: existing new _3
Total Room Count(not including baths):existing new 6o First Floor Room Count 3
Heat Type and Fuel: ❑Gas *til ❑ Electric ❑Other
Central Air: U'(es ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes @to
Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size
Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other:
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑
Commercial ❑Yes eNo If yes,site plan review#
Current Use Proposed Use
1 BUILDER INFORMATION Name Telephone Number Ir6r) z120—g330
Address AA,A�l;�bv License#
/VII� Home Improvement Contractor#
Worker's Compensation#
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
e�Y' Z D1 e /viol
SIGNATURE DATE a'
FOR OFFICIAL USE ONLY ,
PERMIT NO. -
DATE ISSUED
AP/PARCEL NO.
ADDRESS - VILLAGE
OWNER
E•
DATE OF INSPECTION: ` J
FOUNDATION f
FRAME
INSULATION
FIREPLACE
ELECTRICAL: ROUGH FINAL r.
PLUMBING: R FINAL "
GAS: R FINAL
fry N
FINAL BUILDING } ® t �-[ li -�
Mtrw
( DATE CLOSED OUT !N- Q rn `.
' ASSOCIATION'PLAN Ndn
4
tom.
1
Permit Number
REScheck,Compliance Certificate Checked By/Date
Massachusetts Energy Code
REScheckSoftware Version 3.5 Release ld
Data filename: C:\Program Files\Check\REScheck\KENNEDY.rck
PROJECT TITLE:ENERGY COMPLIANCE NEW CONSTRUCTION
CITY:Barnstable
STATE:Massachusetts
HDD: 6137
CONSTRUCTION TYPE: 1 or 2 Family,Detached
HEATING SYSTEM TYPE: Other(Non-Electric Resistance)
DATE: 09/15/03
DATE OF PLANS: 8/11/03
PROJECT DESCRIPTION:
KENNEDY RESIDENCE
WILLOW STREET EXT. WEST BARNSTABLE
DESIGNER/CONTRACTOR:
CADZOOKS
ARCHITECTURAL GRAPHICS
COMPLIANCE: Passes
Maximum UA=229
Your Home UA=228
0.4%Better Than Code(UA)
Gross Glazing
. --T- T—T T' T , -- --'-- - T--', - T Area or Cavity. .-.--Gont:--'-....or-Door---------------------------- ---- --
Perimeter R-Value R-Value U-Factor UA
Ceiling 1:Flat Ceiling or Scissor Truss 480 30.0 0.0 17
Ceiling 2: Cathedral Ceiling(no attic) 720 30.0 0.0 24
Wall 1: Wood Frame, 16"o.c. 1120 13.0 0.0 75
Window 1: Wood Frame:Double Pane with Low-E 144 0.330 48
Door 1: Glass 42 0.360 15
Door 2: Solid 21 0.420 9
Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1200 30:0 0.0 40
Furnace 1:Forced Hot Air, 78 AFUE
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 Massachusetts Energy Code requirements in REScheckVersion 3.5 Release Id (formerly MECchecl and to comply with
the mandatory requirements listed in the RESchecklnspection Checklist.
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 loadjap specified in Sections 780CMR 1310 and J4.4. 2,
Builder/Designer Date D /
���Z_ 1C7 r
w
REScheck Inspection Checklist
Massachusetts Energy Code
REScheckSoftware Version 3.5 Release Id
DATE: 09/15/03
• r
PROJECT TITLE:ENERGY COMPLIANCE NEW CONSTRUCTION
Bldg.
Dept.
Use
I
Ceilings:
[ ] I 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation
Comments:
[ ] I 2. Ceiling 2: Cathedral Ceiling(no attic),R-30.0 cavity insulation
Comments:
I
Above-Grade Walls:
[ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-13.0 cavity insulation
Comments:
I
Windows:
[ ] I 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor: 0.330
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? [ ]Yes [ ] No
Comments:
I
Doors:
[ ] I 1. Door 1: Glass,U-factor: 0.360
Comments:
[ ] I 2. Door 2: Solid,U-factor: 0.420
Comments:
Floors:
[ ] I 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation
Comments:
I
Heating and Cooling Equipment:
[ ] I 1. Furnace 1:Forced Hot Air, 78 AFUE or higher
Make and Model Number
I
Air Leakage:
[ ] I Joints,penetrations, and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] I 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.
I �
Vapor Retarder:
[ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
I .
Materials Identification:
[ ] I 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.
f
[ ] I Ducts shall be insulated per Table J4AT 1.
_ I
Duct Construction:
[ ] I 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.
[ ] I The HVAC system must provide a means for balancing air and water systems.
I
Temperature Controls:
[ ] I 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.
Heating and Cooling Equipment Sizing:
[ ] I Rated output capacity of the heating/cooling system is not greater than 125%of the design load as
specified in Sections 780CMR 1310 and AA
I
Circulating Hot Water Systems:
[ ] I Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
[ ] I 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.
I
Heating and Cooling Piping Insulation:
[ ] I HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the
levels in Table 2.
I
I
ti .
r
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2"
170-180 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
Table 2: Minimum Insulation Thickness for HVAC Pipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 . 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD (Building De Use Only)
� g Department P Y)
i
ilk
E YOB The Town of Barnstable
Department of Health Safety and Environmental.Services
Mr BuildingDivision
367 Main Street,Hyannis,MA 02601 ,
)8-8624038 '
)8.790-6230
PLAN REVIEW
lwner: `��o�s �� e- Map/Parcel: 1 3.0 03 3
rojectAddress: S� ) t,�� Builder: OWV\fC-
Che following items were noted on reviewing: \ `
SST 1'\0.v� 11 f—a� sed
Ooe ✓�
`M N r
loop S �a�b �5� �ayZ \,rcLpar d�0.rc�ler' �enea+�'
Nuia/ a) fiVj?
4A/ S�'T� D�'�vsf,e.� ia/�t/C.Q -IWY
. � � • to h1o3
.o •
S T E E L B E A'M D E S I G N
--------------
--------------
Design of Beam ID: Main Basement Support Code: AISC (1990) Design Method: ASD
----------------------------------------
----------------------------------------
Main Span Length 20.000 Ft LTB Unbraced Lengths Fully Braced
Py .. 36 K /In -2 Total Load Deflection Limit L/240.00
Max Stress Ratio 1.00 Live Load Deflection Limit L/360.00
E C H O O F L O A D I N P U T
DEAD LOAD LOAD CASE 1 LOAD CASE 2 LOAD CASE 3 LOAD CASE 4
Check Deflection: Yes
Main Span
# 1 Concentrated Load: 0.000 K -4.600 K
Distance: 0.000 Ft 7.000 Ft
# 1 Uniform Load: -0.150 K /Ft -0.600 K /Ft
Distance to Begin: 0.000 Ft 0.000 Ft
Distance to End: 20.000 Ft 20.000 Ft
C R I T I C A L S H E A R S h M O M E N T S
DEAD LOAD LOAD COMB 1 LOAD COMB 2 LOAD COMB 3 LOAD COMB 4
Load Combination Dead Load: 1.000 x Dead Load
Load Combination # 1: 1.000 x Dead Load + 1.000 x LC 1
I
C R I T I C A L S H E A R S & M O M E N T S
DEAD LOAD LOAD COMB 1 LOAD COMB 2 LOAD COMB 3 LOAD COMB 4
Shear Left End: 1.500 K 10.490 K .
Moment Left End: 0.000 K -Ft 0.000 K -Ft
Shear Right End: -1.500 K -9.110 K
Moment Right End: 0.000 K -Ft 0.000 K -Ft
Maximum Moment: 7.500 K -Ft 55.328 K -Ft
Located at: 10.000 Ft 7.853 Ft
Max Deflection I=1000: -0.019 In -0.133 In
Located at: 10.000 Ft 9.746 Ft
Dead Part: -0.019 In
Inflection Points: 0.000 Ft 0.000 Ft
20.000 Ft 20.000 Ft
Reaction Left End: 1.500 K 10.490 K
Reaction Right End: 1.500 K 9.110 K
C R I T I C At S T R E'S•S E S.
--------------
Main Span
W12x26 Eqn: H1-3 .Stress 'Ratio: 0.84 Load-(f": 1 befl. Ratid: L/ ,9`t7 Load Comb: 1
---- ------------------------ ----------- ----- --------------------------- ----- ----
fb: -19.88 K /In -2 fv: 3.73. K /In ^2 qa: 1.000 Cb: 1.000 Weight:' 0.52 K -
Pb: 23.76 K /In -2 Fv: 14.40 K /In "2 qs: 1.000 Defl: -0.654 In LL Defy: -0.562 In
Main Span
W12x26 Eqn: H1-3 Stress Ratio: 0.84 Load Comb: 1 Defl. Ratio: L/ 167 Load Comb: 1
fb: -}9:98 K /In'.-2 fv: 3.73 K /In -2 qa: 1.000 Cb: 1.000 Weight: O.Sy R
Fb: 23.76 K /in -2 Fv: 14.40 K /In -2 qs: 1.000 Defl: -0.654 In LL-Defl: -0.562 In
K-6ot*' ( 1
Loft Support Beam
TJ-Beam M)6.05 serial Number.70OM4841
User 1 8/19/03 11:16:52 AM 3 PCs of 1 3/4" x 9 1/2" 1.9E Microllam® LVL
Page 1 Engine Version:1.5.12
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
b 6,
Product Diagram is Conceptual.
LOADS:
Analysis is for a Drop Beam Member. Tributary Load Width:6'
Primary Load Group-Residential-Living Areas(psf):30.0 Live at 100%duration,12.0 Dead
Vertical Loads:
Type Class Live Dead Location Application Comment
Uniform(pff) Floor(1.00) 0.0 40.0 0 To 15 Adds To
SUPPORTS:
Input Bearing Vertical Reactions(Ibs) Detail Other
Width Length Live/Dead/Uplittrrotal
1 Stud wall 3.50" 3.50" 1440/1006/0/2446 L1:Blocking 1 Ply 1 3/4"1.9E Microllam®LVL
2 Stud wall 3.50" 3.50" 1440/1006/0/2446 L1:Blocking 1 Ply 1 3/4"1.9E Microllam®LVL
-See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking
DESIGN CONTROLS:
Maximum Design Control Control Location
Shear(Ibs) 2395 -2115 9476 Passed(22%) Rt.end Span 1 under Floor loading
Moment(rt-Lbs) 9381 9381 17662 Passed(53%) MID Span 1 under Floor loading
Live Load Deft(in) 0.356 0.522 Passed(L/528) MID Span'I under Floor loading
Total Load Defl(in) 0.604 0.783 Passed(L/311) MID Span 1 under Floor loading
}
Loft Support Beam
TJ-Beam(TM)6.05 serial Number.7002004841
User 1 8/19l0311:16:53AM 3 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam® LVL
Page 2 Engine Version:1.5.12
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Load Group: Primary Load Group
^ 15' 6.00" ^
Max. Vertical Reaction Total (lbs) 2446 2446
Max. Vertical Reaction Live (lbs) 1440 1440
Required Bearing Length in 1.50(W) 1.50(W)
Max. Unbraced Length (in) 32
Loading on all spans, LDF = 1.00 , Dead + Floor
Design Shear (lbs) 2115 -2115
Max Shear (lbs) 2395 -2395
Member Reaction (lbs) 2395 2395
Support Reaction (lbs) 2446 2446
Moment (Ft-Lbs) 9381
Live Deflection (in) 0.356
Total Deflection (in) 0.604
Loading on all spans, LDF = 0.90 , Dead Only
Design Shear (lbs) 870 -870
Max Shear (lbs) 985 -985
Member Reaction (lbs) 985 985
Support Reaction. (lbs) 1006 1006
Moment (Ft-Lbs) 3859
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PROJECT INFORMATION: OPERATOR INFORMATION:
Kennedy Residence Charles Fewore
Willow Street Steco Engineering Company
W.Barnstable 81 red brook road
waquoit,me 02536
Phone:508-457-1133
Fax :508-540-2600
steco@adelphia.net
Copyright 9 2002 by Trus Joist, a Weyerhaeuser Business
Microllam® is a registered trademark of Trus Joist..
� ���Beam under Bedroom 2
TJ-Beam(TM)6ASse� 4 PCs of 1 3/4" x 9 1/2" 1.9E Microllam® LVL
User.1 8/19/0310:45:41 AM
Pagel Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
o, .a
o
13' —
Product Diagram is Conceptual.
LOADS:
Analysis is for a Header(Flush Beam)Member. Tributary Load Width:15'
Primary Load Group-Residential-Living Areas(psf):30.0 Live at 100%duration,12.0 Dead
Vertical Loads:
Type Class Live Dead Location Application Comment
Uniform(plf) Floor(1.00) 0.0 60.0 0 To 13' Adds To
SUPPORTS:
Input Bearing Vertical Reactions(Ibs) Detail Other
Width Length LivelDead/Uplift/Total
1 Stud wall 3.50" 3.50" 2925/1679/0/4604 A3:Rim Board 1 Ply 1 1/4"0.8E TJ-Strand Rim Board®
2 Stud wall 3.50" 3.50" 2925/1679/0/4604 A3:Rim Board 1 Ply 1 1/4"0.8E TJ-Strand Rim Board®
-See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3;Rim Board
DESIGN CONTROLS:
Maximum Design Control Control Location
Shear(Ibs) 4486 -3837 12635 Passed(30%) Rt.end Span 1 under Floor loading
Moment(Ft-Lbs) 14207 14207 23550 Passed(60%) MID Span 1 under Floor loading
Live Load Defl(in) 0.291 0.317 Passed(L/523) MID Span 1 under Floor loading
Total Load Defl(in) 0.458 0.633 Passed(Ll332) MID Span 1 under Floor loading
-Deflection Criteria:STANDARD(LL:U480,TL:U240).
-Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o%unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
ADDITIONAL NOTES:
-IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be
accomplished in accordance with TJ product design criteria and code accepted design values. The speck product application,input design loads,and
stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate.
-Not all products are readily available. Check with your supplier or TJ technical representative for product availability.
-THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above.
-Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection.
Operator Notes:
Flush frame
PROJECT INFORMATION: OPERATOR INFORMATION:
Kennedy Residence Charles Fewore
Willow Street Steco Engineering Company
W.Barnstable 81 red brook road
waquoit,ma 02536
Phone:508-457-1133
Fax :508540-2600
steco@adelphia.net
Copyright O 2002 by Trus Joist, a Weyerhaeuser Business
Microllam® is a registered trademark of Trus Joist.
�' j7 Beam under Bedroom 2
® TJ-Beam(TM)6.OSSeriaIN m "�oioo aa; 4 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam® LVL
User.1 8/19/0310:45:44 AM
Page Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Load Group: Primary Load Group
12' 8.00" ^
Max. Vertical Reaction Total (lbs) 4604 4604
Max. Vertical Reaction Live (lbs) 2925 2925
Required Bearing Length in 1.55(W) 1.55(W)
Max. Unbraced Length (in) 32
Loading on all spans, LDF = 1.00 , Dead + Floor
Design Shear (lbs) 3837 -3837
Max Shear (lbs) 4486 -4486
Member Reaction (lbs) 4486 4486
Support Reaction (lbs) 4604 4604
Moment (Ft-Lbs) 14207
Live Deflection (in) 0.291
Total Deflection (in) 0.458
Loading on all spans, LDF = 0.90 , Dead Only
Design Shear (lbs) 1399 -1399
Max Shear (lbs) 1636 -1636
Member Reaction (lbs) 1636 1636
Support Reaction (lbs) 1679 1679
Moment (Ft-Lbs) 5182
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♦V�� Gi
PROJECT INFORMATION: OPERATOR INFORMATION:
Kennedy Residence Charles Fewore
Willow Street Steco Engineering Company
W.Barnstable 81 red brook road
waquoit,ma 02536
Phone:508-457-1133
Fax :508-540-2600
stern@adelphia.net
Copyright O 2002 by True Joint, a Weyerhneu.er Bu.ineee
Microllam® is a registered trademark of Trus Joist.
RESIDENTIAL BUILDING PERNIIT FEES
APPLICATION FEE
New Buildings,Additions $50.00
Alterations/Renovations $25.00
Building Permit Amendment $25.00
FEE VALUE WORKSHEET
NEW LIVING SPACE
= q2 �Q� x.0031= � 5qq' a®
'A 0 a 0 square feet x S96/sq.foot
plus from below(if applicable)
ALTERATIONS/RENOVATIONS OF EXISTING SPACE
square feet x$64/sq.foot= x.0031=
plus from below(if applicable)
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: %.0031=
square feet x$96/sq.foot=
STAND ALONE PERMITS 3 ,�a
x$30.00
Open Porch =
(number)
x$30.00= 0
Deck (number)
Fireplace/Chimney 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 �O �2�fl—
ti
WITNESS my hand and seal this day of V\)\,\.5\ , 2003
BAN KEN E Y
COMMONWEALTH OF MASSACHUSETTS
Barnstable, ss. � 5"� , `� 2003
Then personally appeared the above-named, M. JEAN I{ENNEDY, and acknowledged
the foregoing instrument to be her tree act and deed, before me,
• yh
N TARY PUBLI
My commission expires:
EI ;;;.--;:;;"w_-.::
NotaryPUOI!tQf hrtasSAehusets
Commission Expires
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PA LY FLOW: (5)I�EROOM5 x I a OPP=
5EPT6 TANK: SSoOPD x200%=//clo0PD GONT'RA6TOR TO�,E RE6PONS15LE FOR THE LOGATONOF ALL UTL FE6,
USE:/SooGALLON PRECAST SEPTA TANK ABOVE AND UNDERGROUND,PRIER TO ANY EXGAVATON OR GONSTRWTON.
\ + LEA(,HING FA(,ILrFY:
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SIDEWALL:._ //camr,e '�c C�,7,c� /' '. q. ALL D6TURMP AREAS TO pE LOAMED ANP SEEDED
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LOCATION: 57 W IL 5T. W S 5
r �� I OW L E T BARN TALE, MA .
\ WILLOW aa �A• <. PREPARED FOR: TOM KENNEDY
�i CJT T a OCALE: DRAWN 15Y.-
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I �s S/ANAL ��� OZ-08A OZ—IB—ZOD3 SP—I
a VVR & A5506ATD5
1645 FALMOUTh RP N SUITE AG GENTTERVILLE, MA 42/32 i
� '�A TEL.: (508) 775-0735 N FAX: (508) 775-0754
PROFESSIONAL ENGINEERS & LAND 61RVEYOR!�