HomeMy WebLinkAbout0064 ABEGALE SNOW ROAD 0
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UPC 12543 o a
No. 8 r(1N
i HASTINGS, MN
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°FTME 1' Town of Barnstable
Regulatory Services
MASS. E Thomas F.Geiler,Director
ArF1639. A Building Division
Thomas Perry,Building Commissioner
200 Main Street, Hyannis,MA 02601
Office: 508-862-4038 Fax: 508-790-6230
November 23, 2004
Tim Pearson
Markwood Corp
110 Breeds Hill Rd Unit 10
Hyannis, MA 02601
Re: 64 Abegale Snow Rd, W. Barnstable
61 Wedgewood Dr, Centerville
To Whom It May Concern:
Enclosed please find a bond posted against damage to a roadway during construction. Our
return of this bond indicates that a certificate of occupancy has been issued for the
property and that the Town of Barnstable has no further interest in the bond.
You should return the bond to your insurance company to avoid automatic renewal at the
end of its term.
Sincerely
Sheri Theroux
Division Assistant
q/fbnns/bondre12
TOWN OF BARNSTABLE
CERTIFICATE OF OCCUPANCY
PARCEL ID 089 013 GEOBASE ID
ADDRESS 64 ABEGALE SNOW ROAD PHONE
WEST BARNSTABLE, MA ZIP 02668-
LOT BLOCK LOT SIZE
I DBA DEVELOPMENT DISTRICT
PERMIT B0451 DESCRIPTION NEW RES 3/BED 2/GARAGE PORCH & DECK
:. PERMIT TYPE- BC00 TITLE CERTIFICA.11..E OF OCCUPANCY
r CONTRACTORS:ARCHITECTS: Department Of
Regulatory Services
TOTAL FEES: $25.00
'. BOND $.00 ova
CONSTRUCTION COSTS $.00
756 CERTIFICATE OF OCCUPANCY 1 PRIVATE Opt
* RARNSTABLF4 •
MASS.
i639.
BUILD G IfiVISION
BY /
DATE ISSUED 11/05/2004 EXPIRATION DATE
"A TOWN OF BARNSTAB'LE
BUILDING PERMIT
PARCEL. ID 089 013 GEOBASE ID
ADMESS 64 ABEGALE SNOW. ROAD PHONE
WEST BARNSABL� MA ZIP 02668--
LOT BLOCK LOT SIZE
DBA DEVELOPMENT DISTRICT
PERMIT 74759 DESCRIPTION 3 BD ROOM 2 CAR GARAGE, SCREEN PORCH & DECK
PERMIT. TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT
CONTRACTORS: MARKWOOD CORPORATION Department of
ARCHITECTS: Regulatory Services
TOTAL FEES: $1,020.90
BOND $.00 dU
CONSTRUCTION COSTS $276,096.00
101 SINGLE FAM HOME DETACHED 1 PRIVATE f":Oi __ I
* BARNSTABLE,
MASS
Q AV,
rd D t� BUILDING DIVISIO
BY i
DATE ISSUED =04 EXPIRATION DATE
I
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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
PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. i
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
2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH-
PERMITS ARE REQUIRED FOR
(READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. I
3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE.
4.FINAL INSPECTION BEFORE OCCUPANCY.
POST THIS CARD SO IT IS VISIBLE FROM STREET
BUILDING INSPECTION APPROVALS PLUMBING-INSPECTION APPROVALS ELECTRICAL INSPECTION APPRO LS
qj j< 714/0 y �w 1
46 1 ri 'C'd n K jq�6,q &'�L zXv L;
P�
3 �J`J a k �� 7 1 EATING INSP ION APPROVALS ENGINEERING DEPARTMENT
fi✓p( L S'
2 � /' � BOAR OF HE .
OTHER::/�YsT kat�r ,p�a/B „�� ,oT. SITE PLAN REVIEW AkeAbVAL
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.
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TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map Parcel �� L, ermit# 7 9 7 6`7
Health Division D`� "01� ~ I p ate Issued �� fleg :90D_�,
Conservation Division h_o&Y yxjc- Application Fee `j 0 / DD
Tax Collector 3 d k — IV L —"f ��6 Permit Fee /71,
Treasurer L — W/O SM$rs�'li CIA
Planning Dept. 110 IN CAM
PUAW
—7 W"TITLE 5
Date Definitive Plan Approved by P nnin Boar / �� — p CMAW
U R �-e /ems s'-e ! i,AYom
Historic-OKH '1 " reservation/Hyannis
Project Street Address f
Village UI ��IU
Owner . C� Address i"ol6ne-.4 V717 Wd I-fy
�mh 04 G"/
Telephone 77�
Permit Request 7 ct m.`
A Dd)
Square feet: 1 st floor: existing proposed/VAt 2nd floor: existing proposed6:CQ_ Total new
Zoning District US 1: Flood Plain C Groundwater Overlay
Project Valuation dWk;lk Construction Type (,.y I--V 0Rl,
Lot Size���� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation.
Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) —
Age of Existing Structure _ — Historic House: ❑Yes No On Old King's Highway: A Yes ❑No
Basement Type: A Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 7JI-I
Number of Baths: Full: existing new Half: existing new
Number of Bedrooms: existing — new 2
Total Room Count(not including baths): existing new�_ First Floor Room Count
Heat Type and Fuel: A Gas ❑Oil ❑ Electric ❑Other
Central Air: A Yes ❑No Fireplaces: Existing New ( Existing wood/coal stove: ❑Yes XNo
Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size
Attached garage:❑existing A new sizea�l� Shed:❑existing ❑new size Other:
Zoning Board of Appeals Authorization ❑ Appeal# `--- Recorded❑
Commercial ❑Yes Ajol; If y s,site plan review#
Current Use 1 1'tm Proposed Use / ;
BUILDER INFORMATION
Name Telephone Number
Address Uh /O License# (,(/.5"z 2
I fo 4 > Home Improvement Contractor#
&6m ._7 / Worker's Compensation
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT LL BE TAKEN TO
SIGNATURE DATE
FOR OFFICIAL USE ONLY
� PERMIT*NO.
DATE ISSUED -
.f
MAP/PARCEL NO.
ADDRESS VILLAGE
s OWNER
DATE OF INSPECTION:
FOUNDATION -
ti
FRAMES I�7 .h l 1S
INSULATION � /'i✓ ,s' � U h t.���f,,�G' �' �'
t FIREPLACE
ELECTRICAL: ROUGH FINAL -
t
PLUMBING: ROU FINAL
GAS: ROU FINAL
FINAL BUILDING N y( ll/�//6 �•
DATE CLOSED OUT l� -
ASSOCIATION PLAN:N =>
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RESIDENTIAL BUILDING PERMIT FEES
APPLICATION FEE
o0
New Buildings,Additions $50.00 So-
Alterations/Renovations $25.00
Bui2ing Permit Amendment $25.00
FEE VALUE WORKSHEET
NEW LIVING SPACE
l 9qv Ole
I, WO square feet x$96/sq.foot= 2 �04 x.0031= g
plus from below(if applicable)
ALTERATIONS/RENOVATIONS OF EXISTING SPACEte5
square feet x$64/sq.foot= x.0031= !�! Tl�`7�'• Q9�
plus from below(if applicable)
GARAGES(attached&'detached)
.11 x 2 y• square feet x$32/sq.#t.= 16, 5020 x.0031=
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.0031=
STAND ALONE PERMITS
Open Porch x$30.00= cjo
(number)
d �
Deck x$30.00= 0.
(number)
Fireplace/Chimney x$25.00= S
(number)
Inground Swimming Pool $60.00
Above Ground Swimming Pool $25.00
Relocation/Moving $150.00
(plus above if applicable) Q� ��/ e6
Permit Feet r ,
MEMORANDUM
TO BILL KELLY
BARNSTABLE BUILDING DEPARTMENT
FROM TIM PEARSON
MARKWOOD CORP. i
DATE FEBRUARY 16, 2004
LOG NO. 04:205
RE 64 ABEGALE SNOW RD., W. BARNSTABLE
-------------------------------------------------
-------------------------------------------------
Regarding the building permit for the above referenced property:
Attached please find the engineer's specifications for the beams.
The notes to the plan will be addressed in the field:
• insulate door to second floor storage area
• use ridge vent and vented drip edge
• use pressure treated lumber for screen porch framing
• vent both bath fans to outside
Please advise if you require any additional information.
Thank you. r
� f
TP:ek
Attachments
i
The Town of Barnstable
' BARN ABLE. Department of Health Safety and Environmental Services
Building Division
�t0 MP`l P
367 Main Street,Hyannis,MA 02601 "
-Tice: 508-8624038
Ix: 508-790-6230
PLAN REVIEW
Owner: 04&eoc P6/' tW, , Map/Parcel: D 8 9 D/3
Project Address: �a A8/�ii9i L SOW RD Builder: 7774 . 4PC/IRYOi41
The following items were noted on reviewing:
Poeg To t1m F/*,"sheD SrOR-q 'F Itio C! To 8e ZNSytAT62 -
��) Co v2,Pp1� I�oRCb, eq R f"loo9 So/ ST$ TiQ e/5T- D
(3) /VCeD" Spec. Sf/�cTS O.y /��L GNP LvM$eR
7F, jl) •-57-C-eZ
Shkw kOO F {/ANT P e rhl Z s /3S --- --_ _
/9!Z ZPAY1100M s fa k4e* T To 6YTex';0A
Reviewed by:
Date:
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Town of B arnstAle
Regulatory Services
3 s LL ' Thomas F.Geller,Director
as�ss.
9�pT i6J9. Ikk Building Division -
Tom Perry, Building Commissioner
200 Main Street, Hyannis,MA 02601
Office: 508-862 4038 Fax: 508-790-6230
Property Owner Must
Complete and Sign This Section
If Using A Builder
I—[-'ry1�Ctl�U� C hcnn.�" �IJ ... . . . - .. . ..t_...._._..;as..Owner..ofthe.sub'ect Yo •
hereby authori F' "ze �CG rSt� O t' "��l/ �f } �=:••. . ..to.act on my..behalf,.
in all matters xelative to work authoiized•by this building.pesmit-application for:
of pill.
Signature of Owner Date
Print Name
i
Bk 13594 t=og 103 1 3QtQM7
Rrc—c7-2®O1 (�►► 01 a 56p
QUITCLAIM DEED
Prone Pronelly Address )..at 2 Abe rate Snow Road West t� e M ach setts
JEiPFERY JOHNSON, Trustee of OLD FIELDS ES'tATI S RF.,ALTY TRUS'T>under
declaration of trust dated June 3, 1999 and recorded at Darnstable County Registry of Deeds in
Book 12324,Page 264,of 1550 Falmouth Road, Centerville,Massachusetts 02632,for
consideration of SEVFNTY-FOUit TIIOt)SAND and 001100($74,000.00)DOLLARS paid,
hereby grant to
CHANNEL DLVELOPMEN'f CORPORATIgN, a Massachusetts corporation with its
usuul place of business at 110 Breed's!Ii11.Road, Hyannis, MA 02601
with QUITCLAIM COVENANTS
The land and the buildings(ifany) thereon situate in (West) Barnstable, Barnstable County,
Massachusetts,and being further deseribed as follows:
L_u 2 as shown on a plats of land entitled"Definitive Plan of Great Hills of Barnstable
Subdivision Number 774 in Barnstable, Massachusetts, Applicant: Paul Lebel, 1600 Falmouth
Road, Centerville, MA; dated March 31, 2000, Scale: 1"60', Prepared by: Advanccd Technical
Solutions, P.O. Box 99,East Sandwich, MA 02537", which plan is duly recorded at.Barnstable
County Registry of Deeds in Plan Book 558, Page 13, together with a right of way for the benefit
of these; lots only, over Abegale Snow Road l:or foot and vehicular travel and utility purposes for
which ways are customarily used in the Town of Barnstable.
I f rther certify as follows:
1) I am the sole trustee;
2) The Declaration of Trust has not been altered, modified,amended or terminated since its
recording,except as may already appear 01'record at said Registry of Deeds;
3) No beneficiary is a minor, incompetent,a corporation selling all or substantially all of its
assets, or a personal representative ol•ati estate subject to tax liens;
4) The beneficiaries of the Trust have authorized and directed the Trustee to execute this
document.
t7 :3t)"J T(II I-Ar..,,iu Innr.� n •.rtr nn.nr i•u rn n-. :�n �.�..•n•• �- r
I
Affidavit of Substantial Financial Interest
I, 1
�GLfs(,n ofc[,)c4yl � VX t , , on oath
depose and state as follows:
1. 1 am an applicant for a building permit for the p, f a to ted a� P 1
The address of the property is // c �•('I,►
2. 1 have % legal or equitable interest in the real property which is the
subject of the building permit application which is identified in paragraph 1 above.
3. Within in the last twelve months from today's date, which is �- ��i-b�-I , 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
4. Within the last twelve months, from today's date, which is J-I1-OH , 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 Addeass
as �2L c.�.
5. Within this calendar year, I have submitted building permit applications for
property in which I have a 1% or greater legal or equitable interest.
6. Within the last ten days, I have submitted building permit applications for
property in which 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 —0 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 _, 2001�(
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2001-0050/affin 1
O/LOTTERY/AFFIDAVIT
- --- - -- The Commonwealth of Massachusetts
Department of Industrial Accidents
VMMce of inlrestigations
600 Washington Street
Boston Mass. 02111
Workers' Comensation Insurance Affidavit
name: L�XArlpj V)0,dLmli� 6CYA
location: 6CS
{/�
city S /�. hone#
❑ I am a homeowner performing a11 work myself.
❑ I am a sole provrietor and have no one working in any ca achy
I am an employer providing workers' compensation for my employees working on this job.
com nnv name: I I//J/Vol (� 9-
address: ..........
city- LLCnn.; phone
insurance ca. I /— 1 Gnolicv# Lx
❑ I am a sole proprietor, general contractor, or homeowner(circle one)and have hired the contractors listed below who
have
the following workers' compensation polices:
companv name:
.::•.....::.::::::.:.
address:
cih• phone#-
tnsarnnce ca. .....:..: olicv#.. .... ..::;.:...:..:;. ;;.:::.:•..:.:;;M•;;;.;;;:a;;,;.;...
camnanv name- :;...,.... >:::.;;::;.:;>::>;:>:>;•.:.::::::.:
address:
cih: none ' .:
..........:....:. .::.. ...
insurance co. ::...:.;;:.<.::::::::.>:;:::>:>.;.. .. poi ev
Failure to secure coverage as required under Section 15A of MGL 152 can lead to the imposition of criminal penalties of a Lane up to S1.500.00 and/or
one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 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.
1 do hereby cent ,under the td penalties of perjury that the information provided above is tru-,and
correct
Signature Date
12
Print name / C Phone
otncial use only do not write in this area to be completed by city or town otIlcial
city or town: permit/ilcense# ❑Building Department
❑Licensing Board
❑check if immediate response is required ❑Selectmen's Office
❑Health Department
contact person: phone#; ❑Other
(rmwa 945 P1A1
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 cow-
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 or
the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receive: c.
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- he-occupant" the dwelling house of:
another who employs persons to do maintenance , construction or repair work on such dwelling house or on the grounds or
building 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 renews:
of a license or permit to operate a business or to construct buildings in`the eommonwealth`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 chapterlh a been'presented to,the;contracnng
authority.
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Applicants
Please fill in the workers' compensation affidavit completely, by checidng the box that applies to your situation and
supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be
submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and-
date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is
being requested, not the Department of Industrial Accidents. Should you have any questions regarding the "law"or if you
.are required to obtain a workers' compensation policy, please call the Department at the number listed below.
City or Towns
Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the
affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please
be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned io
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
Me of Imlest1gatlons
600 Washington Street
Boston;Ma. 02111
fax#: (617) 727-7749
phone #: (617) 727-4900 eat. 406,409 or 375
I
��ie r�omvrnoozurea�i a�,/�aaoacficeella
BOARD OF BUILDING REGULATIONS
License: CONSTRUCTION SUPERVISOR
Number: CS 005867
Birthdate: 11/12/1953
Expires: 11/12/2005 Tr.no: 8243.0
Restricted_: 00
TIMOTHY PEARSON °
PO BOX 519 �
CENTERVILLE, MA 02632
Administrator
aPE HJr,HWgy � I
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TAWN fnIC RADNCTAAI G Ot,ANNIIor:R n&on
FORM G I
I RELEASE OF LOTS UNDER COVENANT q
I I
Barnstable;Massachusetts: date
The undersigned,being an authorized agent of the Planning Board of Barnstable,Massachusetts,hereby certifies that
t✓I UTAfnlnwinnintgnwnodhvJ(.fi'ery Johnson. Tr. of. Old Fields Estated RTaef!jArinm!he
UNbilltiit/t UpgSU .J i7 i.Yand lmcajide-u in c"nsita a Lksuita wir0s,nuaw t\,r vue ...t, for
Q�, registered on Certificate of Tibe No. .Document# ),and shown on a plan entitled'
Definitive Plan of Great: Hil'im of BarnstaUle
7n
`and recorded with said Deeds,
-� Plan Book_ 5:t8 Pape 13 (or registered In said Land Registry District L C.#_---J,are hereby released
R.....N. •.. ;.. � ..b. i ..�ti. Y�;,. .M76r.1 L. Wld v • C..1�1..,.. .,a , r .�..
lolloW8: Lot i, i,vc [ ;iL-:, 1,o-r>
�� cllonnnclnuar 774 nlww.4...ov^.r.�.�r':~e
_r.� _ ry. •ti y.,
/ Tnw n1 Be�we�pldn
Raymond Lang, Chairman - -
U �
--`` COMMONWEALTH OF MASSACHUSETTS
Barnstable,Massachusetts,ss
well peryunany aflpusit:u 2. an auinaiu i dydrl(6i tile r I&IIiing
.ham !}__r_•r►_Y_.. _c n_�..-•�wr- •r.. ..-- „__u��_w__r.r-..a. . -__ r__•�.�._�..� �_ u_ c.__
/1 vuo\u v1 ulo rvm.Vw um n.4\uu.a,r4.OJ.l cL•.0 Jc�u GhY GMM ivm GuycV urp ryiv�V,ay.Iwuurncnl w ub um iiv0 Gbi QWJ _
!CCd cf \✓ 1
!ad DlMnnlnn T n '
NOT PUBLIC My commission expires: - ff
'rip i rC C-A G. Ml�lCKEY
After recording,return to: NUlEIitY PUt UIC
My Commission ids Dec iS.2>u
Town of Samslable Planning Soaro
130 South Street
Hyannis,MA 02601
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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: 1-16-2004
PROJECT INFORMATION:
64 Abegale Snow Rd.
W. Barnstable, MA
COMPANY INFORMATION:
Channel Development Corp.
110 Breed's Hill Rd. , # 10
Hyannis, MA 02601
COMPLIANCE: PASSES
Required UA = 642
Your Home = 479
Area or Cavity Cont. Glazing/Door
Perimeter R-Value R-Value U-Value UA
-------------------------------------------------------------------------------
CEILINGS 1734 30.0 0.0 61
WALLS: Wood Frame, 16" O.C. 2855 13.0 3.0 203
GLAZING: Windows or Doors 244 0.310 76
DOORS 161 0.350 56
FLOORS: Over Unconditioned Space 1734 19.0 0.0 82
HVAC EQUIPMENT: Furnace, 92.0 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 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 design load as specified in
Sections 780CMR 1310 and J4.
Builder/Designer Date `7
MAScheck INSPECTION CHECKLIST
Massachusetts Energy Code
MAScheck Software Version 2.01
DATE: 1-16-2004
Bldg.
Dept. 1
Use
CEILINGS:
[ ] 1. R-30
Comments/Location
WALLS:
[ ] 1. Wood Frame, 16" O.C. , R-13 + R-3
Comments/Location
WINDOWS AND GLASS DOORS:
[ ] 1. U-value: 0.31
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, R-19
Comments/Location
HVAC EQUIPMENT:
[ ] 1. Furnace, 92.0 AFUE or higher
Make and Model Number
AIR LEAKAGE:
[ ] Joints, penetrations, and all other such openings in the building
envelope that are sources of air leakage must be sealed. 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, glazing U-values, and heating
equipment efficiency 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:
[ ] Rated output capacity of the heating/cooling system is
not greater than 125% of the design load as specified
in Sections 780CMR 1310 and J4.4.
[ ] I 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.
[ ] I 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
[ ] I CIRCULATING HOT WATER SYSTEMS:
Insulate circulating hot water pipes to the following levels (in.) :
PIPE SIZES (in.)
NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS
HEATED WATER TEMP (F) : RUNOUTS 0-1" I 0-1.25" 1.5-2.0" 2.0+"
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
----NOTES TO FIELD (Building Department Use Only) -------------------------
I
Daniel E. Braman. P.E.
n 189 Harbor Point ft
Col.4" P ciA-L.G. S N.o� ,i'�d�o Cummaquid MA 02637-0361
92w -c.T:. 15
2- l 4-O 4
V .L..Q 10 s ., L .L . A-o Qs .
SQ�a�..t 1't�� w o.�.. = �o ��� .� L�►s9 cr.L .~ 2�����-� . . �
W . CI "C-5 4, S7 LF FE QGa.-S u H OE R c ct4C
CL W► &A s tmns ckt4tme 4rorn DANIEL E.
® BRAMAN
STRUCTURAL N
N0.36395
DIAL
RAMSBEAM V2 . 0 - Gravity Beam Design
, ..Licensed to: Dan Braman, P.E.
Job: 64 Abegale Snow W Barn. Steel Code: AISC 9th Ed.
SPAN INFORMATION:
Beam Size (User Selected) = W10X54 Fy = 36. 0 ksi
Total Beam Length (ft) = 17 . 50
Top Flange Braced .By Decking
LOADS: Self Weight = 0 . 054 k/ft
Point Loads (kips) : Flange Bracing
Dist DL Pre DL LL Top Bottom
8 . 80 6. 91 0. 00 11. 60 Yes Yes
Line Loads (k/ft) :
Distl Dist2 DLl DL2 Pre DL1 Pre DL2 LL1 LL2
0 . 00 17 . 50 0 . 070 0. 070 0 . 000 0 . 000 0 . 280 0 . 280
SHEAR: Max V (kips) = 12 . 84 fv (ksi) = 3. 44 Fv = 14 . 40
MOMENTS:
Span Cond Moment @ Lb Cb Tension Flange Comp Flange
kip-ft ft ft fb Fb fb Fb
Center Max + 96. 4 8 . 8 0 . 0 1 . 00 19 . 29 24 . 00 19. 29 24 . 00
Controlling 96. 4 8 . 8 0 . 0 1. 00 19. 29 24 . 00 --- ---
REACTIONS (kips) : Left Right
DL reaction 4 . 52 4 . 56
Max + LL reaction 8 .22 8 . 28
Max + total reaction 12 . 73 12 . 84
DEFLECTIONS:
Dead load (in) at 8 . 75 ft = -0 . 181 L/D = 1157
Live load (in) at 8 . 75 ft . = -0 . 322 L/D = 652
Total load (in) at 8 . 75 ft = -0 . 503 L/D = 417
' BC CALC®2003 DESIGN REPORT= US Wednesday,February 11,200413:54
Triple 1 3/4" x 91/2" VERSA-LAM@ 3100 SP File Name: BC CALC Project:FB01
Job Name: Abegale Snow Rd. Description:
Address: 64 Abegale Snow Rd. Specifier: Botello Lumber Co.Inc.
City,State,Zip:Barnstable,Me. Designer: Devlin Custom Designs
Customer: Markwood Corp. Company:
Code reports: ICBO 5512,NER 629 Misc:
Standard Load-40 pe 110 W Tnbutary 07
t ". � � cy - �i Y F a a w'. -•�^F`' 4+' i�.. 9'!j £4 `t 'S H 1 '�' f- a b �r #3- P' •Ltl •�zy .:.5��( f YS..'rF`� Y"
.,u" ,. �a ,G:;,.�. 3 � � :an,- � �,;.tr�tf tk _v., ,ck �' 6 ,Kt..i.. tE.'d.7, Y;, .t•-� i�s..
.SIT C.:4•, .: �i Y _.r .Y. .•: ,v ...dt+�kr. 2•. ..:�5` g'..�Au. .(r. �•. .�. ..a.-.L _.�. ;s ;.LC...x_tl:. .r_ l.
05-00-00 17-06-00
BO B1 B2
0 lbs LL 28214 lbs LL 6265 lbs LL
0 lbs DL 14656 lbs DL 3145 lbs DL
Total Horizontal Length-22-06-00
General Data Load Summary
Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur.
S Standard Load Unf.Area Left 00-00-00 22-06-00 Live 40 psf 07-00-00 100%
Member Type: Floor Beam Dead 10 psf 07-00-00 90%
Number of Spans: 2 1 Reaction from Mane.PtB01 aLeftaringO5-00-00 05-00-00 Live 9703 Ibs n1a 1150/0
Left Cantilever. No Dead 5208 Ibs n/a 90%
Right Cantilever. No 2 Reaction from CConc.PtB01 aLeftaring14-00-00 14-00-00 Live 11599 lbs n/a 115%
Dead 6910lbs n/a 90%
Slope: 0/12
Tributary: 07-00-00 Controls Summary
Control Type Value %Allowable Duration Load Case Span Location
Moment 66829 ftdbs 277.6% 115% 5 2-Internal
Ned.Moment -57840 ft-lbs 240.2% 115% 3 1 -Right
Live Load: 40 psf End Shear -11386 Ibs 102.7% 115% 5 1 -Left
Dead Load: 10 1 psf
Cont.Shear 15192 lbs 137.0% 116% 3 2-Left
Partition Load: Uplift 11319 lbs n/a 5 1-Left
Duration: 00 Total Load Defl. U64(3.26") 372.6% 5 2
Disclosure Live Load Defl. U99(2.123") 364.0% 5 2
The completeness and accuracy of Total Neg.Defl. -0211" 42.3% 5 1
the input must be verified by anyone Max Defl. 3.26" 326.0% 5 2
who would rely on the output as
evidence of suitability for a Cautions
particular application. The output Member has insufficient Moment resistance to carry loads.
above is based upon building Member has insufficient Neg.Moment resistance to carry loads.
code-accepted design properties Member has insufficient End Reaction resistance to carry loads.
and analysis methods. Installation Member has insufficient Cant Shear resistance to carry loads.
of BOISE engineered wood Uplift of 11319 lbs found at span 1-Left.
products must be in accordance Member is insufficient to carry loads for Code minimum load deflection at limit of L/240.
with the current Installation Guide Member is insufficient to carry loads for Code minimum Live load deflection at limit of L/360.
and the applicable building codes. Member is insufficient to carry loads for Maximum load deflection at limit of 1".
To obtain an Installation Guide or if
you have any questions,please call Notes
(800)232-0788 before beginning Minimum bearing length for BO is 1-12".
product installation. Minimum bearing length for 81 is 9-5/8".
Minimum bearing length for B2 is 2-1/8".
BC CALC®,BC FRAMER®,BCI®, Entered/Displayed Horizontal Span Length(s)=Clear Span+12 min.end bearing+12 intermediate bearing
BC RIM BOARD-,BC OSB RIM
BOARDTM,BOISE GLULAMTm,
VERSA-LAM®,VERSA-RIM®,
VERSA-RIM PLUS0,
VERSA-STRAND7°",
VERSA-STUD®,ALLJOISTO and
AJSTM are trademarks of
Boise Cascade Corporation.
Page 1 of 2
r
aA- k►�EG, p.tr G S 6-Row ��D Doi iel o n, P.E.
189 Harborr P Pooint Rd ,
W�sT TJ A Q_P-S l AV.. t.,G ) M 4 ctumwqu4 MA 0207-0361
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•� � BRAa���APi � P
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3 95 V9 ® (,;5� .
4%
of�SS/O
2�c�—oaf
RAMSBEAM V2. 0 - Gravity Beam Design
..,Licensed to: Dan Braman, P.E.
Job: 64 Abegale,W. Barnstable Steel Code: AISC 9th Ed.
SPAN INFORMATION: ,
Beam Size (User Selected) = W12X40 Fy = 36. 0 ksi
Total Beam Length (ft) = 24 . 00
Top Flange Braced By Decking.
LOADS: Self Weight = 0 . 040 k/ft
Line Loads (k/ft) :
Dist1 Dist2 DL1 DL2 Pre DLl Pre DL2 LL1 LL2
0. 00 24 . 00 0 . 510 0 . 510 0 . 000 0. 000 0 . 710 0. 710
SHEAR: Max V (kips) = 15. 12 fv (ksi) = 4 .29 Fv = 14 . 40
MOMENTS:
Span Cond Moment @ Lb Cb Tension Flange Comp Flange
kip-ft ft ft fb Fb fb Fb
Center Max + 90. 7 12 . 0 0 . 0 1 . 00 20 . 98 24 . 00 20 . 98 24 . 00
Controlling 90. 7 12 . 0 0. 0 1. 00 20 . 98 24 . 00 --- ---
REACTIONS (kips) : Left Right
DL reaction 6. 60 6. 60
Max + LL reaction 8 . 52 8 . 52
Max + total reaction 15. 12 15. 12
DEFLECTIONS:
Dead load (in) at 12 . 00 ft = -0. 457 L/D = 630
Live load (in) at 12. 00 ft = -0. 590 L/D = 489
Total load (in) at 12 . 00 ft = -1 . 046 L/D = 275
03/16/2004 09:29 15087780770 PAiat 02
. '... .v du v+ vo .�v •+r u�wn V.Mrt GN4lNttKlNl. !*Wts 362 9890 P.02
LOT 2
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CONCRETE
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FO Ul�DA TION PLOT PLAN Jo® oo-�08 ?
FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT ONLY
LOCATIONCAVAsSa4LE SNOV BOAR WEST BARNS?AB,Z, A(A
SCALE : I" = 50, DATE : MARCH 16, 2004 PREPARED FOR:
REFERENCE : LOT A PB 868 pG 13 MAR Old CORP.
mtftw Comfy rar THE STR41 rjftE K�
SHOWN ON T9MS7WNIRO P� (TW ON THE ARN
6IIOUNo As
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LAND svwvzyoM
It , ft 02l79 REG. SURVEYOR
03/16/2004 09:29 15087780770 PAGE 01
/ P
WRPORA
munew
s awws
Osseo=
EACSIMILF_TRANSMITTAL
TO
FROM �1-cm
FACSIMILE: (508) 778-0770
DATE .?
e
fit
COMMENT 7H
014
INCi,.UDING TRANSMITTA(_ sN*-_ET. IF' THP_'Q[-. ARE
i)NY P-Rf)pt F..-Mt.,, PLEnSf.' CAL.1
(5081 778-07-34. THANK YOU.
I 10 Breed's Hill Road, Unit 10 • Hyannis, MA 02601
508-778-0734 - Fax: 508-7'78-0770 • E-mail: info@markwood.net
Application to
®Yb Ring'g J[)igbWap Regional Jbigtoric �Digtri t orommittee
In the Town of Barnstable V W M
CERTIFICATE OF APPROPRIATENE NOV 16 ao
Appliq��ti�' n is hereby made, with four complete sets, for the issuance of a Certificate f ATOWN F BARMY
6 of 6' apter 470, Acts and Resolves of Massachusetts, 1973, for proposed work a
d,,aawings, or photographs accompanying this application for:
C ECK CATEGORIES THAT APPLY:
J
1—fxterior building construction: New ❑ Addition ❑ Alteration
•�ndicate type of building: House Garage ❑ Commercial ❑ Other
2=Exterior Painting: ❑
3� igns or Billboards: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign
4. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Other
a
TYPE OR PRINT LEGIBLY: DATE
ADDRESS OF PROPOSED WORK (ApH PBV- f9LLr SkZXJ ASSESSOR'S MAP NO.
tin OWNER 6lK4/'"9 "i'yfW �m. ASSESSOR'S LOT NO.
HOjVIE ADDRESSt�Yf� ID I Iv 1'r)'f P? '� /119y� TELEPHONE NO. 7* 7A
�. FV; L NAMES AND ADDRESSES OF ABUTTING OWNERS, including those of adjacent property owners across any
c� public street or way. (Attach additional sheet if necessary.)
ct
IiXII
Gne.F 6v dn-A H3 F6X -Run 6ML S- aYXQ 6q&tf (.am)
o?
H. HS' o. Cz
AGENT OR CONTRACTOR 1'nC4rrS[U/3') TELEPHONE 7/V- �/
NO. O7
ADDRESS (A i� 10 (d �MZ YO Q cQk)l
DESCRIPTION OF PROPOSED WORK: Give particulars of work to be done, including materials to be used. Please
include locations of proposed signs.
70-` C4 notz-) Vf-'J 5 L
plGns GMJ SPs.
Signed
Owner-Contractor-Agent
For Committee Use Only APPROVED-
This Certificate is hereby Date u
pprov ied
v
Committee Members' Signatures:
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TOP FNDN. AT EL. 134.5' SYSTEM PROFILE TEST HOLE LOGS
-
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN
ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE ENGINEER: ARNE H. OJALA, PE
33.5' MINIMUM .75' OF COVER OVER PRECAST /� WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 131.0' GLEN HARRINGTON, RS
- WITNESS:
2" DOUBLE WASHED PEASTONE\ MARCH 20, 2001 I
RUN PIPE LEVEL DATE: .I
131.5' FOR FIRST 2' 3' MAX. PERC. RATE _ < 5 MIN/INCH
PROPOSED 15010 ,
GALLON SEPTIC 130.75' 128.0 CLASS I SOILS P# r
1 �a sr.
TANK l0 ) GAS 127.60' QQ � � ooao
BAFFLE 127.77' �"� �8
127.17' 0 0 ED 0 0 0 El C rC> 4' AROUND L
MIN gftpf 2x SLOPE) �6" CRUSHED STONE OR MECHANICAL 00oCJ 0- 4' COMPACTION. (15.221 121) MIN ftg 2 0 0 0 0 0 0 0 0 00 125.17 Cp ELEV. Q 131.5'
DEPTH OF FLOW ( 10 % SLOPE) ( x SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE �'� 133.0' 0"
TEE SIZES:
INLET DEPTH = 10" 0 0 Fs Q
OUTLET DEPTH =
14"
SO 300 LOCATION MAP NTS
FOUNDATION 16' SEPTIC TANK 30' D' BOX 14' LEACFAC LH_ING E E ASSESSORS MAP 89 PARCEL 13
6.67' FS FS ZONING DISTRICT: RF
911 10YR 6/1 910 10YR 6/1 YARD SETBACKS:
FRONT = 30'
Bw Bw SIDE = 15'
1-- LS LS REAR = 15' I
118.5' 3600 2.5Y 7/16 130.0 36" 2.5Y 7/6 128.5' FLOOD ZONE: C
07 1 SF± 4� BENCHMARK: CONCRETE
AC
BOUND ELEV = 117.74' C C
MED/CO:S MED/COS
2/5Y 8/3
2/5Y 8/3
156" 1 1120.0' 1 1 1 18.5'
NO GROUNDWATERENCOUNTERED
NOTES:
N
126
12�
12$
�29
130 1. DATUM IS APPROX. NGVD .
' TH 10 2: MUNICIPAL WATER IS NOT AVAIL ABI F
1
W RESERVE 3, ivliivnviiJM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H— 10
T 5. PIPE JOINTS TO BE MADE WATERTIGHT.
?� 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. i
O J'
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
o
TO BE USED FOR ANY OTHER PURPOSE.
N 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40--4" PVC.
\rep 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
GARAGE PROP. DWELL. INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
TF = 134.5' 390 FROM BOARD OF HEALTH.
0
rya / 134
/ % yg
� i IEG N D
TITLE 5 SITE PLAN
- 100.0 PROPOSED SPOT ELEVATION OF
LOT 2A AB EGALE SNOW ROAD
100x0 EXISTING SPOT ELEVATION
/ \ . PROP 100 IN THE TOWN OF:
WELL /
PROPOSED CONTOUR (WEST) BARNSTABLE
\, '�� �� 9 - 100 EXISTING CONTOUR PREPARED FOR:
TIM PEARSON/MARKWOOD CORP
_\ so�se 30 0 30 60 90
=L- L • , BOARD OF HEALTH
BENCHMARK
MA �
CATCH BASIN UTILITY APPROVED DATE SCALE: 1" = 30' DATE: DECEMBER 9, 2003 ;
ELEV = 128.26' CLUSTER t
ggEGq�E
SN
ELEC, TEL, CATV
oft 505-362-4541
OW
ROAD
fox 362-a66o
C �
/ O I �tN OF MqS
OF
down cape en Ineerin , inc. o ARNEcy�N
P �' ti H. �, o� ARNE H. yG
CIVIL ENGINEERS A o.26348 OJALA L y ,
LAND SURVEYORS cisT
N
00- 109 2A 939 main st. yarmouth, ma ARNE OJALA, P. ., DATE