HomeMy WebLinkAbout0185 CAPES TRAIL _'�
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� .� Town of Barnstable Building
t &OWSTABM Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept
MAE& P Posted Until Final Inspection Has Been Made.
1639.'�4a' Permit
�t Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made.
Permit No. B-19-2711 Applicant Name: STEVEN SENNA DBA SWIMMING POOL&SPA DESIGN Approvals
Date Issued: 09/27/2019 Current Use: Structure
Permit Type: Building- Pool-Inground Expiration Date: 03/27/2020 Foundationb/0 !�
Location: 185 CAPES TRAIL,WEST BARNSTABLE Map/Lot: 088-007-002 Zoning District: RF Sheathing:
Owner on Record: HERMAN, PETER S&ILIADIS,ANNIKA Z Contractor Name: STEVEN SENNA DBA SWIMMING Framing: 1
POOL&SPA DESIGN
Address: 185 CAPES TRAIL 2
Contrac License: 172668
WEST BARNSTABLE, MA 02668 �~-~----~-~- tor
Chimney:
Description: CONSTRUCTION OF 16X32X8 INGROUND,STEEL WALL VINYL LINED Est. Project Cost: $30,000.00
SWIMING POOL Permit Fee: $ 175.00 Insulation:
� .�-�"
Fee Paid $ 175.00 Final:
Project Review Req:
Dater � 9/27/2019
� �dh-�TV�n.������-- Plumbing/Gas
Rough Plumbing:
Final Plumbing:
Building Official
This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas:
All work authorized by this permit shall conform to the approved application and the`approved construction documents for which this permit has been granted.
All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas:
This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the
work until the completion of the same. I --�-�"� Electrical
The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service:
Minimum of Five Call Inspections Required for All Construction Work: Rough:
1.Foundation or Footing
2.Sheathing Inspection Final:
3.All Fireplaces must be inspected at the throat level before firest flue lining is installed
4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough:
5.Prior to Covering Structural Members(Frame Inspection)
6.Insulation Low Voltage Final:
7.Final Inspection before Occupancy
Health
Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations.
Work shall not proceed until the Inspector has approved the various stages of construction. Final:
"Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department
Building plans are to be available on site Final:
All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT
AUG �12019
of
N �� aARNS.�AB�-� Application Number......9� � � 1
I
r s
* MRNSPABIX s
MASS. Permit Fee.......................................Other Fee:.......................
�\ s639.
Total Fee Paid...........................� ...............
......
q .
TOWN OF BARNSTABLE Permit Approval by.... .............On. ....
. ........L.
BUILDING PERMIT parcel......Q ..........00..
71
Map...............� ...
APPLICATION
Section 1 — Owner's Information and Project Location -
Project Address V C-k(' Her.^n f:� Village
Owners Name_ 1%5 r��C S �'(A l rd Q a rt)
Owners Legal Address�� ,.""ti s
City_W Z �h � State A4
Owners Cell'#�9+ �-- S� E-mail
Section 2 =Use of Structure
U &UPi1
se ❑ Commercial Structure over 35,000 cubic feet
wr�yy ommercial Structure under 35,000 cubic feet
Single/Two Family Dwelling
Section 3 —Type of Permit
❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use
❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm
Rebuild ❑ Deck Apartment El Sprinkler System
❑ Addition ❑ Retaining wall ❑ Solar
❑ Renovation Pool ❑ Insulation
Other—Specify
Section 4 - Work Description
W r»m i r cli t�t•. Lff
t o c dzk � c„ 2 f—
r—t—A.+.A. 1 1/1 lZMA1 Q
L
Application Number..............................................a......
Section 5—DetailrA
r'
Cost of Proposed Construction�U �� Square Footage of Project
Age of Structure Dig Safe Number
# Of Bedrooms Existing _ Total# Of Bedrooms (proposed)
110 MPH Wind Zone.Compliance Method ❑ MA Checklist 0 WFCM Checklist ❑ Design
Section 6-Project Specifics
j
9
Wiring ❑ Oil Tank Storage ❑ Smoke Detectors
❑ Plumbing ❑ Gas ❑ Fire Suppression
❑ Heating System ❑ Masonry Chimney r ❑ Add/relocate bedroom
Water Supply ❑ Public ❑ Private
r
Sewage Disposal ❑ Municipal ❑ On Site
Historic District ❑ Hyannis Historic District ❑ Old Kings HigWa I
Debris Disposal Facility: 1 �� I am using a crane ❑ Yeso
! ty 5L II
Section 7—Flood Zone =
Flood Zone Designation ;
Within or adjacent to a wetland, coastal bank? Yes ❑ No
Section 8—Zoning Information 1
Zoning District Proposed Use Lot Area Sq. Ft.
Total Frontage iolLpercentage of Lot Coverage l-(~ #of Dwelling Units (on site) j
Setbacks Front Yard Required_ Proposed `1
Rear Yard Required 4' Proposed '?7 ;
Side Yard Required Proposed
Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No
Last updated: 11/15/2018
Application Number...........................................
Section 9- Construction Supervisor
Name Telephone Number
Address City State Zip
License Number License Type Expiration Date
Contractors Email Cell #
I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780
CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and
documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license.
Signature Date
Section 10-Home Improvement Contractor
Name Telephone Number �Y J
Address L� rt3L City State At A- Zip C cJl
Registration Number 17�gC Expiration Date
I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780
CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and
documentation required b 780 CMR and the wn of Barnstable.Attach a copy of your H.I.C...
Signature Date OS IDaj
Section 11 -Home Owners License Exemption
Home Owners Name:
Telephone Number Cell or Work Number
I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780
CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and
documentation required by 780 CMR and the Town of Barnstable.
Signature Date
APPLI ANT SIGNATURE
Signature - Date
Print Name °'l Telephone Number Y—7 7 6-)q T
E-mail permit to: 0 Cr /(vwj g' h qw4
'IJLast undated: 11/15/2018
i
i
' Section 12 —Department Sign-Offs
I
Health Department ❑ Zoning Board(if required) ❑
Historic District ❑ Site Plan Review(if required) ❑
Fire Department ❑
Conservation ❑
For commercial work,please take your plans directly to the fire department for approval
Section 13—Owner's Authorization
as Owner of the subject property hereby
authorize 51k. v ac a to act on my behalf, in all
matters relative to work authorized by this building permit application for:
(Address of job)
Si store of O e `, date
Print Name
4
I. _ Last updated: 11/15/2018
I
BARNSTABLE
Town-of Barnstable
TOWN CLERK •
Old King's Highway Historic District Committee
DECISION 119 SEP 12 P12 :01
Wednesday, September 11, 2019,,6:30pm
The Barnstable Committee of the Old King's Highway Historic District Committee, acting in
accordance with the Old King's Highway Regional Historic District Act, Chapter 470, Acts of 1973
as amended,has held a hearing and made determinations on the following applications:
APPLICATIONS
Nichols,Mark,238 Indian Trail,Barnstable,Map 336,Parcel 094,Bassett House,built c.1840,
. Inventoried Add dormer to north elevation
***Certificate of AppropriatenessApproved as Submitted***
Still,John,104 Harvey Avenue,Barnstable,Map 319,Parcel 104
Construct a single story addition,porch with roof deck,second story addition,remove center
chimney
***Certificate of Appropriateness Approved as Submitted noting the smaller window on the north
side will be the same distance from the rake as the south side window ***
Rafael Garcias,1255 Mary Dunn Road,Barnstable,Map 334,Parcel 002,/008
Construct a 20'X10' shed
***Certificate of Appropriateness Approved as Submitted noting the vegetation along Mary
Dunn Road will be maintained***
Kobacker,Alfred,2849 Main Street,Barnstable,Map 279,Parcel 073
Construct an attached 20'X28' addition with 12'X16' connector
***Certificate of AppropriatenessApproved as Submitted***
1 Samantha Drive LLC,35 Samantha Drive,Barnstable,Map 348,Parcel 006
Construct a 2,758sgft single family home
***Certificate of AppropriatenessApproved as Submitted***
tHerfnan,Peter, 185 Capes Trail_ Road,West Barnstable,Map-088,Parcel 007/002
Install pool and fence y
*"Certificate of Appropriateness Approved as Submitted***
� T a
BARNSTABLE
Harvey,Andrew,29 Maggie Lane,West Barnstable,Map 217,Parcel 017 TOWN CLERK -
Add 8'X10' mudroom along west wall,add 7.4'X11.4' shed on northwest corner of garage
19 SEP 12 P12 -.01
***Certificate of Appropriateness Approved as Submitted"*
ANY PERSON AGGRIEVED BY A DECISION OF THIS COMMITTEE HAS A RIGHT TO APPEAL TO
ITHE REGIONAL COMMISSION WITHIN 10 DAYS OF THE FILING DATE OF THIS DECISION WITH
THE BARNSTABLE TOWN CLERK.
All certificates issued will expire one year from the date of issue, or upon the expiration date of any building
permit issued for the work, whichever expiration date shall be later. The committee may renew any
cer-tificate for one additional year,providing the request for such renewal is received at least 30 days prior
to the expiration date.
Date: September 12,2019
N ASSESSORS MAP: 88
PARCEL: NOT ASSIGNED
CURRENT ZONING: RF PROPOSED TEMPORARY
BUILDING SETBACKS: TURN-AROUND
C F: 30'_ S: 15, R: 15'
:US BD ST
q FLOOD ZONE: C EDGE OF DIRT ROAD
RC (AS SHOWN ON FLOOD MAP TH-1
b PANEL # 250001 0015 C _ _ 88
lot - - �
- - A dt 0 HORIZON ELE
REVISED 8-19-85) too - _ _
j►� _ _ - 100. 2 B HORIZON
LOAMY SAND I
PROPOSED WELL 103 - - - � ; 2.5Y 618 104.0
LOCATION MAP (155' To PROPOSED —
LOT 19 AREA LEACHING AREA) I CI HORIZON
43,639 f S.F.
SILT
LLON
PEI
(1.0f A.C.) 103 S
(BANDS OF SAND) (>
of LOAMY SAND) 1
101 I I 1 I \ \ \
I I 1 1 1\ \ ���� 120" 96.0
,1.W 0141 I 1 104
's B$pR�p i I 1 1 I \ \ \ \ `\\ 12; 99. 8 100
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b �
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I I \ \ \ 1 \ \ 107
1?•Q I I \ \ / \ \ \ Gs 9
1' 109 108
I \ \ _ _ � •. �cd Yp5
tol
I BENCHMARK AT
\ I I WOODEN STAKE FCA C
r�
BENCHMARK AT 9JItp 4(� I EL".= tt12
CONC. BOUND ��10 i KEY:
ELEV.= 107.4 / EXISTING CONTOUR:
109
PROPOSED CONTOUR:
EXISTING SPOT ELEVATION: 25.5
11 - - - - - - Ito PROPOSED SPOT ELEVATION: 25
TEST HOLE: *
UTILITY POLE: -0-
cMAREST-McLELLAN ENGINEERING FENCE LINE:
SCHOOL STREET P.O. BOX 463 \ HYDRANT: -�
?ST DENNIS, MASSACHUSETTS 02670 RETAINING WALL:
N ASSESSORS MAP:-_
OPARCEL. NOT ASSIGNED
CURRENT ZONING: RF PROPOSED TEMPORARY �
BUILDING SETBACKS: TURN—AROUND
e F: 30' S: 15, R: 15'
:US sr.
FLOOD ZONE: C EDGE OF DIRT ROAD
(AS SHOWN ON FLOOD MAP TH-1
4 PANEL # 250001 0015 C _ _ �
c, REVISED 8-19-85) f oo - _
_ - 88 A dt 0 HORIZON ELF
41, ' - to, _ — _ _ - 1 oo. 2 B HORIZON
LOAMY S
PROPOSED WELL 103 — — — I2.5Y 8�D
LOCATION MAP (155' TO PROPOSED Iro4.o
LOT 19 AREA LEACHING AREA) — 1 Cl HORIZON
SILT LO
43,639 f S.F. 1os , ' 1 I I 1 ?,�� 2.5Y 614 N PEE
foz
(1.0 f A.C.) s
I I �—
(BANDS OF SAND) (>
dt LOAMY SAND)
101
I I I Is I 120" 96.0
g�N I I 1 104 1 I
1
T�OS HS A II I 1 I I ` ♦ \ `\` 12; 99. 8 ioO D1S ING 1 I I I 106 ♦ - — — _
y1N ��H , \D lot, _ 100. 0
102, — — — — —
03
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109
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105
106
107
G$ 9EL
5Ad YpS�
Y�p
1 I 1
10 / I BENCHMARK AT
9 � -� WOODEN STAKE 4i� r,
BENCHMARK AT J' ELEV= 1112 ��L
CONC. BOUND ��10 , KEY:
ELEV.= 107.4 / EXISTING CONTOUR:
109
PROPOSED CONTOUR: .........................
EXISTING SPOT ELEVATION: 25.5
1 -- - - - - - - Ito PROPOSED SPOT ELEVATION: 25
TEST HOLE: *
UTILITY POLE: -0-
CMAR&ST—McLELLAN ENGINEERING FENCE LINE:
SCHOOL STREET P.O. BOX 463 \ HYDRANT: -6
?ST DENNIS, MASSACHUSETTS 02670 RETAINING WALL:
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LATHAM STEEL RECTANGLE-2FT RAD 16-0 X 36-0 �Y as Q DIVING/SLIDING G/EDFOG SWIMMING
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OF SHALL BE INSTALLED IN ACCORDANCE
42" STEEL PANELS PERIMETER: 100'-8" VOLUME US Gal): 18800 WITH THE DIVING/SLIDING EQUIPMENT
( ) MANUFACTURER'S SPECIFICATIONS.
DWG#: SURFACE(ft2): 573 VOLUME(Liters): 71100 PLEASE CONTACT THE DIVING/SLIDING
t EQUIPMENT MANUFACTURER FOR 6'6" 8'
USRE24S1636-16 LINER(W): 576 DATE: 1/1/2016 DSR: 149 �e� �� , THEIR SPECIFICATIONS. Step Option 3 /1
KIT#: RE24S1636 COVER(ft2): 684 SCALE: '1/8"= 1'-0" MEETS DEPTH AND SHAPE MINIMUM
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RECTANGLE-2FT RAD
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S1toH1 114.0° 1 to 5 32'-3" 2 to 6 32'-3" 3 to 8 32'-0" 5 to 8 33'-1 1/4"
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N ASSESSORS MAP: 88
n PARCEL: NOT ASSIGNED
CURRENT ZONING: RE PROPOSED TEMPORARY
BUILDING SETBACKS: TURN—AROUND
�cUs c�D�SIT.
30' S: 15, R: 15'
FLOOD ZONE: C EDGE OF DIRT ROAD
(AS SHOWN ON FLOOD MAP TH-1
im
ly PANEL # 250001 0015 C _ _
_ - 99 A dt 0 HORIZON ELE
REVISED 8-19-85) too - _ _
j.� lot- — _ — - 100. 2 B HORIZON I.—
LOAMY SAND
PROPOSED WELL 103 — — _ � � 2.5Y 618 ►04.0
LOCATION MAP (155' TO PROPOSED —
LOT 19 AREA LEACHING AREA) l Cl HORIZON
SILT LOAM PEI
43,639 •f S.F. I I 1 t 2.5Y 614
(1.0 f A.C.) 102 tos , , , ?'��s (BANDS OF SAND) (>
LOAMY SAND)
101 I I \ \ \
I I 1 1 1\ \ �.��� 120' 196.0
104
�Og �p i I I , 1 ` \ ♦�\ 12: 99. 8 100
1�I N• L� 100. 0
102, — — — —
103
i i ♦ ♦ \
104
105,
106
\
` ,9 � —
07 ♦ \ f
TH-2 ` `
` 1 6109 �G /
Ito 10,5
Ir
103
TH-3 I
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I I ♦ ♦ I / / / / T / /` 1 `too— 1 1
1 ` fps' ♦ 1 c l / -7 5 ♦ 1 0�41S \ 0 ♦ ` ♦ 1
I I 06' ♦ ♦ ` \ 105, 1 —\ \ \ �`,a ♦ ` —!O t— � 102
- 103
-104
♦ _ ♦ ♦ - 105
I i ♦ \ \ \\ \ \ \ \ ` _ 106
\ \ \ 1070
Gs 9
10 / I BENCHMARK AT
'� WOODEN STAKE
BENCHMARK AT 9� 2\ / / ELEV= 1112 L I I 'T = F�C
�Ir /
CONC. BOUND 0 10 , KEY:
ELEV= 107.4 , EXISTING CONTOUR:
109
PROPOSED CONTOUR:
EXISTING SPOT ELEVATION: 25.5
11 - - - - - - - Ito PROPOSED SPOT ELEVATION: 25
TEST HOLE:
o UTILITY POLE: --
BMARBST—McLELLAN ENGINEERING FENCE LINE:
I SCHOOL STREET P.O. BOX 463 HYDRANT:
EST DENNIS, MASSACHUSETTS 02670 RETAINING WALL:
TREE:
Qk The Commonwealth of Massachusettv
Department of Industrial Accidents
Offcce of Investigations
600 Washington Street
Boston,MA 02111
www.mass govIft
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
Name (Business/Organizadon/Individual): t L 2l
Address: ;(4rd f eS
City/State/Zip: Q &64 Phone#: — ? �
Are you a-n employer?Ch lt`e appropriate box: Type of project(required):
1.B-T-arn a employer with _ 4. ❑ I am a general contractor and I
employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction
2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling
ship and have no employees These sub-contractors have g, ❑Demolition
working for me in any capacity.acitY• employees and have workers'
9. ❑Building addition
[No workers'comp.insurance comp•insurance.:
required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions
3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions
right of exemption per MGL
myself[No workers'comp. 12.❑Roof rep
hwarance required.]t c. 152,§1(4),and we have no f
employees.[No workers' 13.❑Other 1�
comp.insurance required.]
*Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
t Homeowners who submit this affidavit indicating they are doing all work and then hue outside contractors must submit a new affidavit indicating such.
tConbuctors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have
employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. >
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
information.Insurance Company Name: � *�Uvc__AU l/�
26 '�_ —
Policy#or Self-ins.Lie.#: ' y � Expiration Date: 6
Job Site Address: City/State/Zip: UJ, PAVM1LL-
Attach a copy of the workers compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine
of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of V DIA for insurance coverage verification.
I do hereby cent* under the p ' d penalties of perjury that the information provided above is true and correct.
Si afore: Date:
Phone#:
Official use only. Do not write in this area,to be completed by city or town official
City or Town: Permit/License#
Issuing Authority(circle one):
1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other
Contact Person: Phone#:
Information and Instructions
Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees.
Pursuant to this statute,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 peiwns 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,§25C(6)also states drat"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,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall
enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance
requirements of this chapter have been presented to the contracting authority."
Applicants
Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if
necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of
insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the
members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have
employees,a policy is required. Be advised that this affidavit 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 bunt 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. Self-insured companies should enter their
self-insurance license number on the appropriate line.
City or Town Officials
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. In addition,an applicant
that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current
policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or
town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the
applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each
year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture
(i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit
The Office of Investigations would like to thank you in advance for your 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
Office of Investigations
600 Washington Street
Bostian,MA 02111
Tel.#617-727-4900 ext 406 or 1-877-MASSAFE
Revised 4-24-07 Fax#617-727-7749
www.maw.gov/dia
a ulation
• consumer A{fairs and Business
710
9
pifice of Co on Street 02118
1000 W ashin sachusetts
Boston, Contractor Registration
Home improvement Co
Type; Individual
Registration: 17 68
F,cpiraton: 07/1612020
STEIIEN SENNA
SPA DESIGN
D!B!A SW IMMING PO 1-&
87 ENTERPRISES RD
HYANNIS,MA 026p1
Update Address and Return Card.
5117
SCA 1 20M 0 _ i/[lCCCItUJC//J
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tion It found return to:ulation
-� „ea•u«°cal/�.o• Registration valid for individual use on
before the expiration da jes 1"d Business Reg
office of Consumer Affairs&CONTRACTOR Cogr of Consum Sset.er tta r Suite 710
•HOME IMPRVPE Individual 1000 Washin 0
1 on
,r tion
72668:.
--. 07f1612020 Boston MA
-T p N ENNA' POOL&SPA.DESIGN
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Barnstable Old Kings Highway Historic District Committee
200 Main Street,Hyannis,MA 02601,TEL: 508-862-4787 Fax 508-862-4784
APPLICATION, CERTIFICATE OF APPROPRIATENESS
Application is hereby made,with four(4)complete sets,for the issuance of.a Certificate of Appropriateness under Section 6 of Chapter
470,Acts and Resolves of Massachusetts, 1973,for proposed work as described below and on plans,drawings,or photographs
accompanying this application for:
Check all categories that 1y;
1. Building construction: ❑ New ❑ Addition UJAlteration
2. Type of Building: IfHouse ❑ Garage/barn ❑ Shed ❑ Commercial ❑ Other
3. Exterior Painting,roof .❑ new roof ❑ color/material change,of trim, siding,window,door
4. Ste: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign
5. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Retaining wall ❑ Tennis court ❑ Other
6. Pool ❑ Swimming ❑ Other man-made pool Solar panels ❑ Other
Type or Print Legibly: Date 3/11/2016 .
NOTE AQ applications must be signed by the current owner
owner(print): Peter Herman & Annika Iliadis Telephone#: 508-292-5005
Address of Proposed Work: 185 Capes Trail Village W Barnstable Map Lot# 088/007/002
Mailing Address(if different) same
Owner's Signature see attached
Description of Proposed Work: Give particulars of work to be done: Install 14 solar panels on rear (SW) facing roof
of the house.
Agent or Contractor(print): Nath olarQfty Telephone#: 508-640-5389
Address: 112 GreatWestl WSAtgDennis Ma 02660
Contractor/Agent'signature:
or committee use only. This Certificate is hereby PROVEDD//DENWD
D Date Members signatures
VON
APPF
APR 2 7 2016
vv i ui Uarnsiaole
Old King's Highway
Committee
. 1
QABoards and Commissions\01d Kings Highway\OKH Apphcahons\OKH DRAFT 2011 Cert Appropriateness DRAFT.doc
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CERTIFICATE OF APPROPRIATENESS SPEC SHEET Please submit 5 copies
Foundation Type: (Max. 12"exposed)(material-brick/cement,other)
Siding Type: Clapboard— .shingle_ other
Material: red cedar white cedar other Color:
Chimney Material: Color:
Roof Material: (make&style) Color:
Roof Pitch(s): (7/12 minimum) (specify on plans for new buildings, major additions)
Window and door trim material: wood other material,specify
Y �Size of cornecboards size of casings(1 X 4 min.) color A���i 1 4 ZZ
Rakes 1st member 2°d member Depth of overhang APR W 7 2016
Town of Barnstable
Window: (make/model) material color ;g;iway
(Provide window schedule on plan for new buildings, nuyor additions) „4 Committee
Window grills(please check all that apply_:
true divided lights_ exterior glued grills_ grills between glass_removable interior_ None
Door style and make: material Color:
Garage Door,Style Size of opening Material Color
Shutter Type/Style/Material: Color. RECEIVED
Gutter Type/Material: Color: MAR 4 "10
Deck material: wood other material,specify Color: CTEMENT
Skylight,type/make/model/: material Color. Size:
Sign size: Type/Materials: Color:
Fence Type(max 6' )Style material: Color:
Retaining wall: Material:
Lighting,freestanding on ilding illuminating sign
O THER INFORMATION: Solar p elslar��'black on black
THE ATTACHED CHECK LIST S E COMPLETED AND SUBMITTED
Please provide samples o ait� co ors, factvreerrs brochure of windows,doors,garage door,fences,lamp posts etc
Signed: (plan preparer) Print Name Nathan Tissot
2
Q.\Boards and ConunissionsWld Kings Highway\OKII ApplicationAOK11 DRAFT 2011 Cert Appropriateness DRAFT.doc
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iiud• Where a Certificate of occupancy is Required,such Building shall Not be Occupied until:a Final Inspection has been made. . .
Permit No. B-16-1237 Applicant Name: Nathan Tissot Map/Lot: 088-007-002
Date Issued: 06/13/2016 Current Use: Zoning District: RF
Permit Type: Solar Panel-Residential Expiration Date: 12/13/2016 Contractor Name: SOLAR CITY CORPORATION
Location: 185CAPES TRAIL,WEST BARNSTABLE _ _,Est..Project Cost: $10,000.00 Contractor License: 168572
Owner on Record: HERMAN, PETER S&ILIADIS,ANNIKA Z 4 Permit Fee: $101.00
Address: 185 CAPES TRAIL Fee Paid: \$101.00
WEST BARNSTABLE,MA 02668 i T Date: 6/13/2016
Description: Install solar electric panels on roof of existingAhouse with aIny upgrades,when applicable,specified by Design;To be
interconnected with home electrical system 14 panels 3.78kw
Project Review Req
f
Building Official
This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance.
All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted.
All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes.
This permit shall be displayed in a location clearly visible from access street or road a€d shall be maintained open fo�;public inspection for the entire duration of the work until the completion of the same.
I � F
The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit.
Minimum of Five Call Inspections Required for All Construction Work:' 1
1.Foundation or Footing
2.Sheathing Inspection
3.All Fireplaces must be inspected at the throat level before firest flue lining is installed
4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection
5.Prior to Covering Structural Members(Frame Inspection)
6.Insulation
7.Final Inspection before Occupancy
Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations.
Work shall not proceed until the.lnspector has approved the various stages of construction.
"Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A).
Building plans are to be available on site
All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT
Application to
•'tea s�eH tE w`� J 5 141
s E'� Old Kings Highway Regional Historic District Committee
in the Town of Barnstable for a
CERTIFICATE OF APPROPRIATENESS
Application is hereby made, iri triplicate, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470,
Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans' draw ni gs or photographs
accompanying this application for: -
CHECK CATEGORIES THAT APPLY:
1. Exterior Building Construction- New Building ❑ Addition ❑ Alteration
Indicate type of building: iI House ❑ Garage 9 ❑ Commercial ❑ Other
2. Exterior Painting: ❑
3. Signs or Billboards: ❑ New sign ❑ Existing sign ❑ Repainting existing sign
4. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Other
(Please read other side for explanation and requirements).
TYPE OR PRINT LEGIBLY /! DATE S—
ADDRESS OF PROPOSED WORK _D ES mu�, I ASSESSORS MAP-NO.
OWNER � L /SJ� TOC� i-Ti ,, a ll
.1dr, ry113th ESSORS LOT NO. 41 I'
HOME ADDRESS Vh���►-9 'V&J C.Oa —r—eZ fo(lam_ TEL. NO. _ �I (�
FULL NAMES AND ADDRESSES OF ABUTTING OWNERS. Include name of adjacent property owners across any public
street or way. (Attach additional sheet if necessary).
Erg2g-±LK L 2a w 1,4 ck c���� VX 2,071
Hij 1 �' �
AGENT OR CONTRACTOR 'Jlf�ti% �'�1 � )r TEL. NO. ��Z�Zd
ADDRESS , O 4Z),,V I -O F S �P/UeUI S /1�1
DETAILED DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done (see No. 8,other side), including
materials to be used, if specifications do not accompany plans. In the case of signs, give locations of existing signs and proposed
locations of new signs. (Attach additional sheet, if necessary).
o Signed g d
,� ;�f��O.nr
Space�belov`4 Iirle fo i Committee,use.
Rd-ived'liy-,Ii.p CCU 7�
Da e •� ) — Tj�e Ce ate is h e y Date
O C
i,JJU t
T'r erg
f L'
Od.D KING-S HIG�NAY � �
BY
USE-I(OA
Approved ❑ IMPORTANT: If Certificate is approved, approval is subjei5t to the 10 day appeal
provided in the Act.
Disapproved ❑
Town of Barnstable
Old King's Highway Historic District Commission
SPEC SHEET
FOUNDATION �'"i4�t/D/9i '' v e L O
T-T2:-.A.-r C�+Z C_i,4,,0A0,--%e.1
SIDING TYPE $ IGs F-y�o /► S7o
l u �t'
T c.� COLOR � 47 ► TG
CHIMNEY TYPE /JT ./}may COLOR. .
/
ROOF MATERIALaj:�r,,ry/,
PITCH R a O� Cz 1
WINDOW
?G fXb SIZE 9]
TRIM COLOR 1 A �1-e �)� Ts4-»-,.�� /f�Iai� ► `)
DOORS- CA�f i�� ( � �'2P COLOR
SHUTTERS
y �)
GUTTERS ►— S /G S /�'
DECK t -7— yLV A acl lu 1,: ,V 1frZ 7 J
GARAGE DOORS COLOR
NOTES: Fill out completely, including measurements and
materials/colors to be used. Three copies of this
form are required for submittal of an application,
along with three copies each of the plot plan,
landscape plan and elevation plans, when
applicable. Plot plan need not be "Certified",
but should show all structures on the lot to scale.
SPECSHT
111 -
s
i
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,aa'oFo u�-r �7R 80
Model Finishes Glass Width Body Overall Extends Lamps/
Options or Dia. Height Height Max.Watt
Type
1462 01,02,05,20,30 41 10" 30" 11" 3-60W C
�t.,. .1463 01,02,05,20,30 41 10" 221/2" 11" 3.60W C
1531 01,02,05,20,30 41 71/4" 18" 81/4" 1 75W E.
1532 01,02,05,20,30 41 71/4' 251/2" 81/4" 1-75W E
tea. L 1533 01,02,05,20,30 41 71/4' 15" 81/4" 1-75W E
2161 01,02,65,20,30 41 10" 22" 3-60W C
01=Antique Brass 02=Polished Brass 05=Verde Brass 20=Black 30=White
41=Clear Beveled C=Candleabra E=Edison
Norwell 17
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Liberty
1463
• 2161
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July 28, 1995
RE: Lot #19
Capes Trail
Peter Blossom Estates
W. Barnstable; Ma.
Proposed 36 ' x 30 ' Colonial h6r;.te
Proposal performed on behalf oi, r:ria.n & Julie Hibbard
STYLE
House to be 36 ' x 30 ' . Colonial. l'.bme.- The overall
measurement of the front of the horse is 36 ' .and
the overall measurement from fror;:':to back is 301 .
SIDING
House is to have red cedar clap board exposed 4" to
the weather on front facing the road.. Sides and rear
of house is to have:,-white cedar shingles exposed 5"
to weather.
ROOF
House is to have Asphalt shingle- {posed 5" to
weather as per manufacturers spe::::.fications. Choice
of roof. to be "Bird Architect .<90" i eIathered Wood" .
TRIM
Facia 1 " x 8 �
Rake 1 " x 8" lapped by 1 " x 3"
Corners 1 x 6 front 1 x 5 gable. end
Soffitt 1 " x 6"
Watertable. 1 x 8 with wooden. dri;? cap
CHIMNEY
House is to have a Masonry chimney. Constructed of two
flues and new brick. Style: Connecticut Antique.
STEPS
Style: Connecticut Antique to `Alatch chimney.
DECK
Sie 1:4 ' x 22 '
Type: Pressure treated.:wood wi`..h Balluster type rails.
Utilizing Lattuce to seal unde-.--:eat.h.
EXTERIOR LIGHTING
House is to utilize
for front of house.
House is to utilize
for side and rear of house.
WINDOWS
To be Shepley (Vetter). 24 x 24 .I.G '1 :_x 4 4 5/8 R.O.
30" x 58" complete .with ;screens: and 6/6 wood grilles
cased with 1 " x
DOORS
Front 3068 MT3 2LT W212" FU SDLT
Entrance trim M-4B (see plan)
Side 2868 9 Lite Steel RFI A' J 8 1 : (cased)
COLORS
Front- Red cedar clapboards 4" to leather covered by
Benjamin Moore Exterior paint 11:3rilliant- White" .
Trim- To be covered by Benjamin .Moore Exterior paint
"Brilliant White" .
Shingles- to �be left to age naturally.
Shutters- To .c.o.ver. front windows only. Shutters to be
manufactured bi "Bird" Co. and 'sized to fit windows. .
'Shutters will be Vinyl type. Shutter color to be
Benjamin Moore "Black 80" ( see samples ) .
LANDSCAPE
Refer to sight plan provided.
DRIVEWAY
Material provided for driveway fib to 1 /2" stone
natural coloring (see plan) . .
SHUBBERY
Front_consists o� Arborviate ,.' Spreading- yew , Pink
Azealas, bushes
Side door area- consists of rwo Azeala bushes on each
side of the steps .
Area to be. grassed- see blue outli:je on sight plan.
Area to be untouched-. see word nati:�al marked in red.
GRADE
At foundation to be within 8" .of s6ing as per covenants.
WELL
Front right.:.corner if, facing I.?t (see sight plan) or
master plan. .
PROPOSED SEPTIC -
See sight plan
TREES
To be left in natural state as much as possible with ex-
ception of neccessity due to construction.
LANDSCAPE ISLAND
To be raised slightly, . covered wit; wood chips or mulch
and to consist of Japanese Maple ..ree centrally located.
To be seasonally surrounded by �:a tients colors red/
white/pink.
WALKWAYS To be 1 /2" stone (natural ) t*o .m'atchidriveway.
GARAGE
No garage to be built at the tim '. of house construct-
ion. Buyers wish to make use of i�:year covenant per-
taining to 2 story dwellings in Rpter 'Blossom Estates.
See attached sketch of proposed Deta6hed Barn style
. garage. To be constructed within 2 years as per cov-
anents.
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Di,.;el I I AOf t
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L� �/• 1 L1 '/Q/LS'ta4'�if�7K
Pie: gas
I &WIl y
4ZA4",
i
PHONE: SOUTH DENNIS 398-2228 REGISTERED MASTER PLUMBER NO. 7632 GEORGE K. HIBBARD, JR.
Cape Cod Plumbing and Heating Company
Bath & Kitchen Remodeling BOX 429 Hot Water Heaters
SOUTH DENNIS, MASSACHUSETTS 02660
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Assessor's Office(1st floor) Map Lot QQ Permit# $C�
/ Conservation Office(4th floor) 10 11 19,{ -Zmrr% Date Issued
/Board of Health(3rd floor)(8:30-9:30/1:00-2:00) Fee /9�
/Engineering Dept.(3rd floor House# /o6LP'6 Lr Are/1?
Planning Dept.(1st floor/School Admin. Bldg.) e � �-- y r{'C
/ RARNSTARLE.
Definitiv Ian Ci•_� roved by Planning Board rL� 19 �aJ!`��� MASS.
TOWN OF,BARNSTABLE
Building,Permit Application
Pro t ddress_.
.A-",o to- I' �//ram Lj I
Village W 1, 2 40 j ,d) 5--rA z-9
Owner A A, j 4- �1 , � 1����1",B►q.Wj Address /0 a,L 1,26P
Telephone 3 Z Z Z
Permit Request 1 0 Cif.0 STie_u c,-T /U 2 c-y 3 d
"I l
Total 1 Story Area(include 1 story-garages&decks) square feet
Total 2 Story Area(total of 1st&2nd stories) Z 1 LO square feet
Estimated Project Cost $
Zoning District �� Flood Plain Water Protection
Lot Size �� ��9 Grandfathered ?
Zoning Board of Appeals Authorization Recorded
Current Use /I/DtiE Proposed Use
Construction Type c
Commercial Residential v
Dwelling Type: Single Family Two Family Multi-Family
Age of Existing Structure Basement Type: Finished
Historic House Unfinished cl
Old King's Highway y �s
Number of Baths 3 No. of Bedrooms c/
Total Room Count(not including baths) 7 First Floor
Heat Type and Fuel -r ,a-T Central Air Fireplaces /
Garage: Detached Other Detached Structures: Pool
Z, Attached Barn
i
None l/ Sheds
q�� Other
Builder Information
Name Kh 1 C�Ae, (' i.,J S-k i Telephone Number ?01 300
Address License# 7 Z gp
5 .v i S MA Home Improvement Contractor# , Uo<' 3
O-ZA K o Worker's Compensation#
NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS
PROPOSED STRUCTURES ON THE LOT.
I
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE DATE /�—z
BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S)
r
FOR OFFICIAL USE ONLY
PERMIT NO.
DATE ISSUED
MAP/PARCEL NO.
ADDRESS ' VILLAGE !
OWNER"
DATE OF INSPECTION:
FOUNDATION
FRAME
INSULATION
FIREPLACE �2- � ' ) = J�{.W
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL `
FINAL BUILDING
DATE CLOSED OUT v ► t
i
ASSOCIATION PLAN NO.
The Ci mmonivealth of Atassachusetty
Department of Indttstrial Accidents
l
Ol!/ceol/aoes7/gallonrs
�'•�` i;#; _r;�' 61111 If•ashington Street
Boston.A1ws. 02111
Workers' Compensation Insurance Affidavit
-R-@ a�n nformatio'n--
name zkmAj 1 i3c.3
I A& Chnne 11 — S"
1 am a homeowner performing all work myself.
I am a sole proprietor and have no one working in any capacity
•-.mac;•,�_.-T_..-.. . - - .. =�.�
0 1 am an emplover providing workers' compensation for my employees working on this job.
comnnn3-nnme!
address:
cih" phone#' '
insurance co. nolicv#
0 1 am a sole proprietor, general contractor r homeowner isle one)and have hired the contractors listed below who have
the following workers' compensation polic
./ r wany name: N (
incurnnce co ��i'«S/�il//CAS wit/S policy# W'C 0 L(�SZ �- O(.�
I.'�._'�+.: -- '►r •-:,.T..� � _ its_it✓;vti.::�y??�'%':'�!�R'�F'STr".se'�..r'_
/ttimnany name' VCA.,Oe- ---� "1 021,a
--T
Zaddress• 1-300 /*01,VA,
/Sit': hone#: 3 9
�surance co /p011cv# V / o O 40 —Tw,+
'Atinch additional'sheet if riie
Failure to secure coverage as required under Section 25A of hIGL 152 an lead to the imposition of criminal penalties of a fine 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 flue of S100.00 a day against me. 1 understand that a
copy-of this statement may be forwarded to the Office of Investigations of the D1A for coverage verification.
I dy herebt•ccrtifj•tinder the pains and penalties ojpedun•that Ilse informationabove is prorided abo is true and correct
SSianature `G%`i D ���% 31,9 —
tint name 4912-ow l V 64z [7 hone# -3 7 C—
r_
of&w use only do not write in this area to be completed by city or town aMcial
city or town: permit/lieense# rnBuilding Department
OLieensing!Board '
0 check if immediate response is required (3Selectmen's Office
Olieallh Department
contact person: phone#; Other
(n„sea IV PJA)
t
.1, •.! .C• '.K.i.r__ (••� '♦(.• -
COMMONWEALTH
OF
DEPARTMENT OF PUBLIC SAlF i
MASSACHUSETiS ONE ASH13ORTON PLACE
` BOSTON,MA 02108
L `
EXPIRATION DATE ICENSE
0cr/01 /19 9 7 ' CpV710N
CONSTR. r= .
SUFIER V IS
r• IN$T
RESTRICTIONS EFFECTIVE DATE U _ TECTION A H
00 C NO. FOR PRO RIGHT THUMB
THEFT,
by ' PRINT IN APPROPRIAT
"/19 9 3 06149 9` BOX ON LICENSE•
:. B R I AN TORS
S HIBBARD OPERA
99 JEFF L �^ glAs�INCLUDE PHOTO•
. PTO(BLASTING OPR ONLY) E R S ON A V E :_ MUST
FEE: W YARMOUTH MA
026 73" sssssaasnsnt
NOT VgUp UNTIL SIGNED BY LICENSEE •"'Fallffs-to Posse
;
STAMPED- SEE AND •YasssaAss�ttfSt$tsBOJIdI�6
OR.SIGNATURE OF THE CommISSpNEq '��/a I j Qari/for I e/ooatlOs .
o/this Noapsa. #
THIS DOCUMENT.MUST BE�.'e. TUBEj,
t INE
CARRIEDON THE PERSONOF. HAMIE IN MILL ABOVE SIGMA t
THE HOLDER OTHERS-RIGHT THUMB PRINT 'GAGED NTHLS WHEN EN- _ SI ` SIGN G
ISOCCUPATION '—"_000mov
YUR LICE E - 1
(..
APPLICATION FOR PERCOLATION TEST AND OBSERVATION PITS
LOCATION 2 -- 1 Np �3G�
VILLAG14
E DATE �►'��-'
APPLICANT t-�P_1,4 tJ 1--f 1364rLq FEE A�_411a
ADDRESS 15313 H,41 1 'Z - S. DGW KLIS TELEPHONE NO. (Non-refundable)
ENGINEER L _TELEPHONE NO.SF4?y7716
DATE SCHEDULED r' Z p awy- c)A7
(A licant' s signature)
. ..•. . . . G G G G G . G . G G G G G . A G G . ... G G G . G G G . . . . . . G . . . G . . . G . . . . G G G G . . . . . . . G . G . . . O G . G . . . . .
ASSESSOR'S MAP & LOT NO:
SOIL LOG -2�-OC'5
SUB-DIVISION NAME Jt-_--F1Z $LOSSDI-I eSTOr-t-S DATE 7 ,n 2 40 r �;E TIME lj:�4aOZ>
EXPANSION AREA: YES X NO �i�
TOWN WATER PRIVATE WELLX E_bvj4 q) BARR-``I BOARD OF HEALTH
EXCAVATOR
SKETCH: (Street name,etc. ,dimensions of lot, exact location of test holes 'and
percolation tests, locate wetlands in proximity to test holes)
NOTES:
A
4-
L-0 T 1
43163Y S� Tkt-�
�,qH OF 49gSS
9
z� THOMASJ. cy�
VUELLAN
a CIVIL
/ y
N0.56471 a �'
k 308• �F��S��P��`Q
CrFSSir,L11�'•
PERCOLATION RATE: > M'I N ►q 4 Z NI I .tq/I N
TEST HOLE NO: ELEVATION: TEST HOLE NO: ELEVATION:
1 A,o, 8 WmabWs 1 A, DE S 1-b�I�vt.15
2 LDANY SA W D 2 b LOA}-J
3 3
4 51LT Logt4 4 G, I-FZ>R-Izoq
5 rZ.5 Y 5 SANDY LOAM
6 .6
7
`L
7
8 8
9 .. 9
10 10 CZ HoeA-ZoN
11 11 c.L E,4I� H.G01 UH 5-A Wfl
12 12 Z.5 1 -7/3
13 13
14 14
15 15
16 19
SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELD�LEACHING PITS
LEACHING TRENCHES_
UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS:
NOTE: ENGINEEIRING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION
ORIGINAL: COMPLETED IN ENTIRETY BY P. E. AND RETURNED TO BOARD OF HEALTH
COPY: RETAINED BY APPLICANT
I
11 '
TOWN OF BARNSTABLE
CERTIFICATE OF OCCUPANCY
PARCEL ID 000 000 030 GEOBASE ID 4327
ADDRESS 185 CAPES TRAIL PHONE (508)398-22281
W. Barnstable ZIP -
LOT 1 LC405 BLOCK LOT SIZE
DBA DEVELOPMENT DISTRICT WB
PERMIT 14580 DESCRIPTION SINGLE FAMILY DWELLING
PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY
Department of Health, Safety
CONTRACTORS:ARCHITECTS: and Environmental Services
TOTAL FEES: TNE
BOND $.00
CONSTRUCTION COSTS $.00
756 CERTIFICATE OF OCCUPANCY ' BARNSPABLE,
MASS. j
«' 039. A�O� I
OWNER HIBBARD, BRIAN & JULIE
ED MIS
ADDRESS BUILDING DIVISION'-,"
P_0.BUX 1208 BY _ ,Q___. � /�-,..T
SOUTH DENNIS, MA _
DATE ISSUED 04/18/1996 EXPIRATION DATE
• ':r:r: t '`'`�";•..-S..i.� 4. af�.,)-./ ''..i.l:� .ay.LL-''''�:.�.2.�„' aG':..i.G.�a,:�w1!`;Sl ,w'!.e�'��la±�ly .f u:iGt-'+«ar.a.':�-i1 L•_. .,...__
'try• fi �•w �I k'" t •� 2 � ^ .
� ' i r 1,.�9�,'-5� � ��'4 'l t 1 r I � .i 1 A4. . ` .. •t� ,
TOWN OF BARNSTABLE
CERTIFICATE OF OCCUPANCY
PARCEL ID 000 000 030 GEOBASE ID 4327 ' PHONE (508)398-222
ADDRESS 185 CAPES TRAIL " ZIP '
W. Barnstable
LOT 1 LC405 BLOCK - LOT SIZE
DBA DEVELOPMENT ' . DISTRICT WB�H
PERMIT 14580 DESCRIPTION SINGLE FAMILY DWELLINGr� r�
PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY ;��., ,
Department of Health, Safety
CONTRACTORS: and Environmental Services
ARCHITECTS:
TOTAL FEES:
BOND -0� t c1S�i►
CONSTRUCTION COSTS $- r �"'' •
' + LIRNSTABIA '
756 CERTIFICATE OF OCCUPANCY
416390
_ uI
OWNER HIBBARD, BRIAN & JULIE �'j' "'�''', s'• '"'
ADDRESS BUILDING DIVISIO
P.O.BOX 1208 � r
SOUTH DENN I S, MA BY;,'��'yyyyyy... •+;
DATE ISSUED 04/18/1996 EXPIRATION DATE CR " ~'~_!
of ncar,1L:1c 'C iAf�otWACKVR ANY PART THEREOF,-EftTE9 TEMPORARILY O R 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 APPROVED PLANS MUST BE RETAINED ON JOB AND \
FOR ALL CONSTRUCTION WORK: 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• ` ELECTRICAL,PLUMBING AND MECH-
(READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS.
3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. I
4.FINAL INSPECTION BEFORE OCCUPANCY. 1
BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS
2 / p/ f
2 2
.AV
�,�Z�� •
aL
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3 1 EATING IN
SPECTI APPROVALS ENGINEERING DEPARTMENT
4
1 2 �b 0 OF H TH
A - - L
!V117111
SITE .LA EVIEW APP V L
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. 508-790-6227
oFfMEipy_ The Town of Barnstable
BARNSTABLE. • Department of Health Safety and Environmental Services
MASS g
f639' �0
Building Division
367 Main Street,Hyannis,MA 02601
Office: 508-790-6227 Ralph Crossen
Fax: 508-790-6230 Building Commissioner
Inspection Correction Notice
Type of Inspection
Location Permit Number } b Ok q
r
Owner \�j Builde��i C �A��- l l\j S�" I
One notice to remain on jobsite, one notice on file in Building Department.
The following items need correcting:
1
Please call: 508-790-6227 for reeinspection.
Inspected by
Date `�� Cl
. -- rt✓_.�'T .ur.-1,,,. ,r: +. .. t.+:.Y'*w,.r�r1..y..'.ir .. .. ..+.....- . -::T�.,
IMF
w r° � The Town of Barnstable
BARN STABLE. Department of Health Safety and Environmental Services
039,
�Foya Building Division
367 Main Street,Hyannis, MA 02601
Office: 508-790-6227 ''f Ralph Crossen
Fax: 508-790-6230 Building Commissioner
Inspection Correction Notice
Type of Inspection i- -1 \ t-D 03--
-t- I ++ (�
Location 1 C�S � �. L Permit Number l "/
Owner M'SA Builder
One notice to remain on jobsite, one notice on file in Building Department.
The following items need correcting:
s
Please call: 508-790-6227 for reeinspection.
Inspected by
Date �v q�
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Al
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LOT 19
43,639 + S.F. d
(1.00 + AC.)
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\ JOB # 95-076
CERTIFIED PLOT PLAN
PREPARED FOR
LOCATION : ASES MAP 88 CAPES TRAIL WEST BARNSTABLE
SCALE 50' BRI AN HI BBARD
REFERENCE : LOT 19 L.C.C. #40599
I HEREBY CERTIFY THAT THE STRUCTURE �N pF
OH
SHOWN ON THIS PLAN IS LOCATED ON THE o `�Z. ctiN
GROUND AS SHOWN HEREON. DE MARE Sl,JR.
o No.36859 Z �
v
DEM9REST - McLELLAN ENCINEERINC Osu
24 SCHOOL STREET P. O. BOX 463
WEST 02670 DENNIS, MA NOVEMBER 7, 1995
i
(508) 398-7710 DATE OF SIONAL LAND 4VEYOR
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map Off Parcel 007 Z Permit
r3
Health Division 0 /� Date Issued
Conservation Division �� �� Fee '
Tax Collector '�� �� Appliceti',n Fee
k
CDTreasurer �
I
Planning Dept. ��\�� Checked in By p0
Date Definitive Plan Approved by Planning Board ��� Approved By
I rn
Historic-OKH �dre Kation/Hyannis
Project Street Address C A-Pe5 %�ZD-i I
Village U)0,5-7- �s �A—
Owner o20zf..4�v ,6Z a/3,4-,z Address 'Yely??e
Telephone 5-6� — 3 z !q l 1
Permit Request 'T o �Jo✓ y�4-� Q .6L�� <<►� 6✓��.� �� /�-rod/?.,..�
s-7,id4 H oLz P
Square feet: 1 st floor: existing 100 proposed -76<P 2nd floor: existing %0000 proposed 7 4 cF Total new 34 96
Valuation Zoning District o Z Flood Plain Groundwater Overlay
Construction Type S,o% /
Lot Size y 3t 431 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation.
Dwelling Type: Single Family Two Family ❑ Multi-Family(#units)
Age of Existing Structure 9 ye--ftS Historic House: ❑Yes 21"No On Old King's Highway: Q Yes J❑ No
Basement Type: ®'Full ❑Crawl ❑Walkout ❑Other
Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft)
Number of Baths: Full: existing 3 new Half:existing new
Number of Bedrooms: existing 3 new
Total Room Count(not including baths): existing 7 new First Floor Room Count
Heat Type and Fuel: ®'Gas ❑Oil ❑ Electric ❑Other
Central Air: ❑Yes (9"No Fireplaces: Existing t New Existing wood/coal stove: ❑Yes 2k,110
Detached garage:O existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size
Attached garage:O existing 8 new size ZVI 3 Z Shed:❑existing ❑new size Other:
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑
Commercial ❑Yes R o If yes, site plan review#
-- Current Use __ _ Proposed Use
BUILDER INFORMATION
L Name &AA) f1 !31�9n� Telephone Number 34 2 1 G
Address 10115- C i9'70eS License# 65 D b ( y q1T
//�/ /6U✓S`7 �� f i! � Home Improvement Contractor#�
02-6 6.& Worker's Compensation# Z2)[,8,�Qa(a(/ l
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TA,'2!EN TO
SIGNATURE DATE �117<0Of—
FOR OFFICIAL USE ONLY
PERMIT NO.
DATE ISSUED
MAP/PARCEL NO. °
ADDRESS VILLAGE .
OWNER
DATE OF INSPECTION:
FOUNDATION
FRAME _.t1�0 S� /
et
INSULATION
FIREPLACE
ELECTRICAL_: ROUGH FINAL
PLUMBING: ROUGH FINAL
GAS: ROUGH //FINAL
y FINAL.BUILDING
DATE CLOSED�OUT
a
ASSOCIATION"PLAN NO.
i
i
oF�+ET Town of Barnstable
Regulatory Services
MASS. Thomas F.Geiler,Director
�E1639.�1% Building Division
Tom Perry,Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-862-4038 Fax: 508-790-6230
Permit no.
Date
AFFIDAVIT
HOME IMPROVEMENT CONTRACTOR LAW
SUPPLEMENT TO PERMIT APPLICATION
MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion,
improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied
building containing at least one but not more than four dwelling units or to structures which are adjacent to
such residence or building be done by registered contractors,with certain exceptions,along with other
requirements.
Type of Work: cP /�}�I7/Oti Estimated Cost S� ,ou
Address of Work:
Owner's Name: /�✓i� A ��
Date of Application:
I hereby certify that:
Registration is not required for the following reason(s):
❑Work excluded by law
❑Job Under$1,000
❑Building not owner-occupied
[]Owner pulling own permit
Notice is hereby given that:
OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED
CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE
ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A.
SIGNED UNDER PENALTIES OF PERJURY
I hereby apply for a permit as the agent of the owner: .
o / 3 Z r3j---
Date Contractor Name Registration No.
Date Owner's Name
Qlan- :homeaffidav
I
7110 CAR Appendix J
' Table JR 11b(eontlaued)
prescriptive Packages for One and Two-Family Residential Buildings Rated szith FOUR Fuels
MAAWUM MRE-svatM
FULaffient
M
Hesting/Cooling
Glazing Ceiling Wall . Floor pemer Equipment F dm
�
Area!(%) U-valar R-vaiud R-value' R-vlu ° Rvue
Package
viol to 6500 Hating Degree Days' Normal
12% 0.40 38 13 19 10 6
Q- — m. 6 Normal
R 12% OS2 30 19 -19 10 6 85-ARM..-
S 12% OSo 38 13 19 10 �A Normal
13 25 NIA —6 ----Nom�al_ _-- ----
U <- '1S%°.. ..- -0.46 38., 19 19 10 83 AFUE
V 15/o 0.44.. ._. 38 6 SS AFUE
q7 13% 0.52 30 .719 19-` 10
NIA Normal .
X 19% 0.32 38 13 2S N/A N/A Normal
y 18% 0.42 38 !9 2S N/A 6 ` 90 AFlJE
Z 18% 0.42 38 13 19 10 6 90 AF'UE
AA 18%. OSO 30 19 19 1Q F
ADDRESS OF PROPERTY:
I. _
141 ,
2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS:. 3 q
3. SQUARE FOOTAGE OF ALL GLAZING: -
4. %GLAZING AREA(#3 DIVIDED BY#2): 7
5. SELECT PACKAGE(Q--AA-see chart above):
NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS
ARE AVAILABLE. ASK US FOR THIS INFORMATION.
BUILDING INSPECTOR APPROVAL:
YES: NO:
q-forms-580303a
780 CMR Appendix J
Footnotes to Table A2.1b:
Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and ,
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 ft of decorative glass maybe excluded from a building design with 300 fl of glazing area.
2 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with
the National Fenestration Rating Council:(NFRC) test procedure, or taken from Table J1.5.3a. U-yalues are for
whole units: center-of-glass U-values cannot be used. '
The ceiling.R-values do not assume a raised or oversized truss constriction. 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 3�8 msuyarion maybe substituted,.for-R-49°insulation: Ceiling.R volues-represent the um of:cavity--
insulation plus insulating sheathing (if:used). For�ventiIated ceilings,,insulating sheathing must be'placed:between•
the conditioned space and the ventilated portion of the roof.
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-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame constriction.
°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.
{The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must
mcet 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 elettric 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.
One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35).
c)If a ceiling,wall, floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with
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).
43
f
a
RESIDENTIAL BUILDING PERMIT FEES
APPLICATION FEE
New Buildings $100.00
Residential Addition $50.00 S^C). oo
Alterations/Renovations $50.00
Change of Contractor/Builder $25.00
FEE VALUE WORKSHEET
NEW LIVING SPACE / a /
/00 square feet x$96/sq.foot= (, 7 6Q x.0041=
plus from below(if applicable)
ALTERATIONS/RENOVATIONS OF EXISTING SPACE
square feet x$64/sq.foot= x.0041=
plus from below(if applicable)
GARAGES(attached&detached) f /
�2 square feet x$32/sq.ft. 0 7 Lx.0041= b Z-7
ACCESSORY STRUCTURE>120 sq.ft.
>120 sf-500 sf $35.00
>500 sf-750 sf 50.00
>750 sf- 1000 sf 75.00
>1000 sf- 1500 sf 100.00
>1500 sf-Same as new building permit:
square feet x$96/sq. foot= x.0041=
STAND ALONE PERMITS
Open Porch x$30.00=
(number)
Deck x$30.00=
(number)
Fireplace/Chimney x$25.00=
(number)
Inground Swimming Pool $60.00
Above Ground Swimming Pool $25.00
Relocation/Moving $150.00
(plus above if applicable) Aa
Permit Fee
Projeost
Rev:063004
.k TRUtT10Nt y, '
• 17MA,IsS (TBIJT _. '` / JC�JYYf`JvY rye,
S ;z.
c✓/ae T�ananzaituiealG�°�✓ �iuQeQ$
Ward of Building Regulations and Standards:
HOME IMPROVEMENT CON 7Rl4lrlgR .'
Reglsi[ ttoii _J 32535'
sEWraonr`023l2007
YPe__:indb4dtral
BR
IAN S.HIBBARD
BRIAN HIBBAR6 Y .-
185 CAPES f
;. TRAIL
r g t 5ARI T* A 1-.MA 02668
' A—o
stTat(ir:•�
l llVl VUL1L
INSULATION CO., INC.
• #2086
August 01, 2005
Job Location:
Cape Cod Plumbing Hibbard
P O Box 429 185 Cape's Trail
So Dennis, MA 02660 W Barnstable
Insulation installed to specifications below:
: V tin .aelrtr ': :..
...................................y.................................C r e
Ceilings R-30 Knauf Kraft Faced w/2'vents @ eaves
Slopes R-30 Knauf Kraft Faced w/Proper Vents
Exposed Ceilings R-30 Knauf Kraft Faced
Exterior Walls R-13 Knauf Unfaced . w/poly film
Kneewalls R-13 Knauf Kraft Faced
Garage/House Wall R-13 Knauf Kraft Faced
Plates R-13 Knauf Kraft Faced
Crawlspace R-19 Knauf Kraft Faced w/support wires
Garage Ceiling R-19 Knauf Kraft Faced
Garage Walls R-13 Knauf Unfaced w/poly film
..........................................
........................................................................................
................
::��orr#rct" : '::.
...........................................................................................
All payments,partial or in full,are due upon completion of work(C.O.D.)unless negotiated prior to sale. This estimate is
guaranteed for 60(Sixty)days.Terms and Conditions of this contract are printed on reverse side this page.
Accepted by Purchaser Sales Representative
• im T tt
1.800.430.8144
www.summitfireplaceco.com
P.O.Box 1337 Harwich,MA 02645 508-430-8144 Fax 508-430-8146
The Commonwealth of Massachusetts
Department of Industrial Accidents
Office of investigatlons
600 Washington Streets 7i1'Floor
Boston,Mass. 02111
Workers'�Compensation Insurance.Affidavit:Building/Plumbing/Electrical Contractors'
name:
address ��.� �/�J''•'�1 /
city state:' /26—L zip: 71ZJWdphone
work sitt location full addres -
I am a homeowner performing all work myself. Project Type: ❑N w Construction Remodel
I am a sole proprietor and have no one working to an cVacity. uildiipng Addition
a'��r,'.`•.�. �. .;i...�,� .z•1'`,_';s�•J�?�.'..;.{�P's�' •'F�ra��'��y'F:".• S�1r•i�,��a'••.�'�ii����"""r.�Swq�'.�•'�:,�T•4•'^��x�'."�'4Litr�':'�:F° K•`P.,��...•:`;:'y.:'��:un'::C�bM;,�i
m,an employer provid workers' co ensatio for m employees working on this job.
company name:
C� �L.L./ ! �/
address:
city* hone#•
as
insurance co. G/ '/ policy
�• 4'S� 3tX1 �dtiS=t%S:iO: r�IGt�,' m.r., i `�S -y�s t y.,�.`Ak• q.�'• 'av ry�:. s �. / y o..•• . ^
"�''�'•�"�eaQ'Liw- '� b�.�.'1T..8:ii1�N:e�i438Y�...��N=J�'�fi.ji:./4i•DV�i3)•.r..�.t+i:��.li•i`a,.f.4f. ��4�h��.
I am a sole proprieto neral contractors er homeowner(circle one).and have hired the contractors listed below who have•
the following workers' co on polices:
com an name, I
address:
ci : hone#• Z24
insurance co. C olic
.W-1«c •.::, .. .1�, �a ,�T. a X• h: X i 7•++ 4` r^ 'F > 'i. ••rti'sh'Y�
,`:SS/1. PliRY:�,'�.'1. '�YILi¢AIS'��t •G�lUk9];�:tM/,.�./f/�.1.•.%v..tA.'•��F.•^�/7:w{`fs.".i.•,ai-:,9L'F�'.l.i,'...�� {,`_ dj, i
'com an name;
address:
city: t� phone#:.
insurance co //� -V Icyo
'.�.�. .ate.-d .o � �..t��.:G�. �. , ...i5S°A.jtl`. 4 �.•. ..�, Ll'i.• 'a.i.rr• tT '":'.�-,. r
. l liti. s�' , " .�;�"sz+e �' .T" :'��� .st�"�� :•�. i'
Failure to secure coverage as required under Section 25A of MGL 152 can lead to the Imposition-of criminal penalties of a fine up to 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$100.00 a day against me. I understand that a
copy of this statement maybe forwarded to the Office of investigations of the DIA for coverage verification. '
I do hereby certify under the p ins and pen lties of perjury that the information provided above is true and correct
Signature Date
Print name / i :r� Phone# Z — y ( 6
fCO]
ial use only do not write in this area to be completed by city or town official
or town: permit/license# ❑Building Department
OLicensing
oard
heck If immediate response Is required ❑Selectmen'Bs Office
❑Health Departmenttact person: phone#; ❑Other.
sed Sept 2003)
Information and Instructions
Massachusetts General Laws chapter 152 section 25 requires all,employers to provide'workers compensation fbt 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 writter}. .
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
br trustee of an individual,partnership,association or other legal entity,employinj employees. However-the owner of a
dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling douse,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
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.
y s °l s °,� �� .c f .�h. i �4�`e'`.�:,bs�J�Y�i�>•�"�Q ��i.rii«24..:
Applicants
Please fill in 'the workers' compensation affidavit completely,by checking the box that applies to your situation. Please
supply company name, address and phone numbers along with a certificate of insurance as all affidavits may be
submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and
date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is
being requested,not the Department of Industrial Accidents. Should you have any questions regarding the"law" or if
you are required to obtain a workers' compensation policy,please call the Department at the number listedbelow.
t n :r 'di. h1n# w.Xi "eg�2 eYi L Jilin
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 i 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.
�ii7'+t�'S'a. .,;. "' ' .^_�'UN ..SIA.,' L .; 'yia kb` ''WW Eli fi.&:fy 1h[y;, 9je 7`�..'• 'q-
.
.The Department's address,telephone and fax number:
The Commonwealth Of Massachusetts-
Department of Industrial Accidents
Office of Investigations
600 Washington Street,7`"Floor
Boston,Ma. 02111
fax M(617)727-7749
phone M (617)727-4900 ext.406 .
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Page 3 of 3
FOR THE TJ-XPERT WARRANTY
SEE FRAMER'S POCKET GUIDE
Tl%paA 6.40(8691)c6.40 D6.00 S6A0 Peale
A completeXpert framing plan requires the
u TJ- e IsGuide
C TJ•Xpert.
IRMO formation
JOB COMMENTS
CREATED BY
.�.:
Mid-Cape Home Centers M/M BRIAN HIBBARD
PO BOX 1418 185 CAPES TRAIL
465 RTE 134 NEST BARNSTABLE MA
South Dennis, MA 02660
508-398-6071
FAR: 508-398-4559
SYMBOL LEGEND
Joists By Others
') Point Load
M4 ( 31) \
_ ._.—. .——_-.....__-. _..._.—.._... ._....—... ._ Line Load
a
1;= Area Load
6 1/8° \ 4 11/16"
.` Required Bearing Length in inches
(Adequate bearing has been provided if
bearing length is not indicated.)
Joists By Others \
' �'\ LEVEL NOTES
!/ 10/12 i 10/12 �\ File Name: HIBBARD.8.16.JOB
..`'•� Level Name: ROOF
Plotted: 8/16/2005 13:30
Design Status:
1ST FLOOR....Not Designed
2ND FLOOR....Not Designed
ROOF.........8/16/2005 13:23
NOTE: Level design times indicated above provide
assurance for proper level stacking.
Design Methodology: ASD
JOIST AND BEAM LIST Roof Area Loading IS:
30DSf Live Load (115% LDF) and 20 Dsf Dead Load
Plot ID Length Product Plies Qty Maximum Joist Deflection:
L/360 Flat Roof - Live Load
MS 22' 1 3/4" x 9 1/2" 1.9E Microllam LVL 3 3 L/240 Sloped Roof - Live Load
M2 18' 1 3/4" x 9 1/2: 1.9E Microllam LVL 2 2 L/240 Flat Roof -Total Load
M3 10' 1 3/4° x 9 1/2° 1.9E Microllam LVL 1 1 L/180 Sloped Roof - Total Load
M4 34' 1 3/4" x 16" 1.9E Microllam LVL 2 2
Layout Scale: 3/16" = 1'
(� 6' 0 �— 10' > -4 6' p
Page 3 of 3
FOR THE TJ-XPERT WARRANTY
SEE FRAMER'S POCKET GUIDE
TJ-Xpert 6.40(#691)C6.40 D6.40 S6.40 P6.40
r
Member Calculations Report
Mid-Cape Home Centers
PO Bog 1418
465 RTE 134
South Dennis,MA 02660
508-398-6071
508-3984559
Level Name: ROOF Status: Ready to Plot
Application: Roof Non-Residential: No
t 2 22' 7" 39' 8 1J2" — �
Design Date:8/16/20051:23:09 PM Report Date:8/16/20051:26:00 PM
Obiect: Flush Beam#31
General:
Product: 1 3/4"x 16" 1.9E Microllam LVL Plies: 2
Deflection Criteria: Standard,Live Load L/240,Total Load L/180
Member Weight(plf)per ply: 8.1
Design Value Control Value Result
Moment (Ft-lbs) -30666 35781 Passed
Shear (lbs.) -8878 12236 Passed
Live Load Deflection (") .52" 1.12" Passed
Total Load Deflection (") 1.24" 1.49" Passed
Reaction (lbs.) 16024 16024 Passed
Bearings:
Bearing Location Input Length Required Length
I Wall#2 32'3 1/2" 3 1/2" 3 1/2"
2 Wall#21 0 3 1/2" 4 11/16"
3 Wall#26 0 3 1/2" 4 11/16"
4 Column By Others#5 22'7" 3 1/2" 6 1/8"
Reactions:
Assumed Member Weight(plf): 14
Location Dead Load Live Load Total Load Uplift
1 (lbs.) 32' 1 1/2" 0 561 561 0
2(lbs.) 1 3/4" 1488 1766 3254 0
3(lbs.)_ 0/4" 1488 1766 3254 .0
4(lbs.) 22'T' 7783 8192 15975 0
Loads: '
Roof Load Duration Factor: 115%
Load Location Live Dead Type
Distributed(plf) 26'to 32' 176.9 to 176.9 153.5 to 153.5 Roof
Distributed(plf) 18'to 26' 62.5 to 177.5 54.2 to 154 Roof
Distributed(plf) .16'to 18' 27.5 to 0 23.9 to 0 Roof
Distributed(plf) 6'to 16' 177.5 to 32.5 154 to 28.2 Roof
See Trus Joist Framer's Pocket Guide for Product Trademark Information
TJ-Xpert 6.40 (#691)A Page 1 HIBBARD.8.16.JOB
i
Design Date:8/16/2005 1:23:09 PM Report Date:8/16/20051:26:00 PM
Distributed(plf) 0 to 6' 176.9 to 176.9 153.5 to 153.5 Roof
Distributed(plf) 0 to 32' 176.9 to 176.9 153.5 to 153.5 Roof
Concentrated(lbs.) 18' 1503 1747 Roof
Notes:
Design Methodology: ASD
Significant upward deflection occurs.
IMPORTANT! The analysis presented above is output from software developed by Trus Joist(TJ). Allowable product values
shown are in accordance with current TJ materials and code accepted design values. The specific product application,input design
loads and stated dimensions have been provided by others,have not been checked for conformance with the design drawings of the
building,and have not been reviewed by TJ Engineering.
See Trus Joist Framer's Pocket Guide for Product Trademark Information
TJ-Xpert 6.40 (#691)A Page 2 IIIBBARD.8.16.JOB
Member Calculations Report
Mid-Cape Home Centers
PO Bog 1418
465 RTE 134
South Dennis,MA 02660
508-398-6071
508-3984559
Level Name: ROOF Status: Ready to Plot
Application: Roof Non-Residential: No
�7
J2 i
3
Design Date:8/16/20051:23:09 PM Report Date:8/16/20051:26:36 PM
1
Obiect: Flush Beam#17
General:
Product: 1 3/4"x.9 1/2" 1.9E Microllam LVL Plies: 3
Deflection Criteria: Standard,Live Load L/240,Total Load L/180
Member Weight(plf)per ply: 4.8
Design Value Control Value Result
Moment (Ft-lbs) 11289 20312 Passed
Shear (lbs.) -3181 10898 Passed
Live Load Deflection (") .54" .98" Passed
Total Load Deflection (") 1.16" 1.3" Passed
Reaction (lbs.) 3253 3253 Passed
Bearings:
Bearing Location Input Length Required Length
1 Flush Beam#31 16'11 5/8" 0 1 9/16"
2 Wall#34 0 3 1/2" 3 1/2"
3 Wall#37 0 3 1/2" 3 1/2"
Reactions:
Assumed Member Weight(plf): 14
Location Dead Load Live Load Total Load Uplift
1 (lbs.) 16' 11 5/8" 1747 1503 3249 0
2(lbs.) 1 3/4" 807 723 1530 0
3(lbs.) 13/4" 807 723 1530 0
Loads:
Roof Load Duration Factor: 115%
Load Location Live Dead Type
Distributed(plf) 14' 1 11/16"to 16' 11 5/8" 19.4 to 0 16.9 to 0 Roof
Distributed(plf) 0 to 14' 1 11/16" 125.5 to 23 108.9 to 19.9 Roof
Distributed(plf) 16' 11 5/8"to 1411 11/16" 38.9 to 0 33.7 to 0 Roof
Distributed(plf) 0 to 14'1 11/16" 104.3 to 0 90.5 to 0 Roof
Concentrated(lbs.) 14'1 11/16" 603 721 Roof
Concentrated(lbs.) 14'1 11/16" 475 481 Roof
See Trus Joist Framer's Pocket Guide for Product Trademark.Information. . .
TJ-Xpert 6.40 (#691)A Page 1 HI3BARD.8.16.JOB
i
Design Date:8/16/20051:23:09 PM Report Date:8/16/20051:26:36 PM
Hangers:
Bearing#1
Top Mount...................WP5.50/9.5
Nailing Pattern Information
Member Nails................2-N10
Face Nails..................0- 16d
Top Nails...................3- 16d
Geometry Information
Skew........................R 450
Slope.......................D 31'
Top Flange..................00
No Web Stiffeners Required
Support.....................LVL
Strap Information
Model.......................MSTA 36-Length 36
Nail........................ 18- 10d x 1-1/2
Hanger Note:
(1)Indicates non-stocked hanger
(3)Special hanger height may be needed to account for the difference in height between the member and the support.
(101) Strap required due to steep slope condition-Model:MSTA 36;Nail Type:1 Od x 1-1/2;Nail Qty: 18;Additional Nail Type: IOd
x 1-1/2;Additional Nail Qty:0;Price: 1.81;In Inventory:No
Notes:
Design Methodology: ASD
All dimensions are horizontal.
IMPORTANT! The analysis presented above is output from software developed by Trus Joist(TJ). Allowable product values
shown are in accordance with current TJ materials and code accepted design values. The specific product application,input design
loads and stated dimensions have been provided by others,have not been checked for conformance with the design drawings of the
building,and have not been reviewed by TJ Engineering.
See Trus Joist Framer's Pocket Guide.for Product Trademark.Information . .. . .
TJ-Xpert 6.40 (#691)A Page 2 MBARD.8.16.JOB
Member Calculations Report
Mid-Cape Home Centers
PO Box 1418
465 RTE 134
South Dennis,MA 02660
508-398-6071
508-3984559
Level Name: ROOF Status: Ready to Plot
Application: Roof Non-Residential: No
�7
2 i
3 14' 1 11/16"
Design Date:8/16/20051:23:09 PM Report Date:8/16/2005 1:30:45 PM
Obiect:Flush Beam#18
General:
Product: 1 3/4"x 9 1/2" 1.9E Microllam LVL Plies: 2
Deflection Criteria: Standard,Live Load L/240,Total Load L/180
Member Weight(plf)per ply: 4.8
Design Value Control Value Result
Moment (Ft-lbs) 6492 13541 Passed
Shear (Ibs.) 1941 7265 Passed
Live Load Deflection (") .31" .81" Passed
Total Load Deflection (") .66" 1.08" Passed
Reaction (lbs.) 1288 1288 Passed
Bearin>?s:
Bearing Location Input Length Required Length
1 Flush Beam#17 14' 1 11/16" 0 1 1/2"
2 Wall#4 0 3 1/2" 3 1/2"
3 Wall#32 0 3 1/2" 3 1/2"
Reactions:
Assumed Member Weight(plf): 14
Location Dead Load Live Load Total Load Uplift
I(lbs.) 14'1 11/16" 721 603 1324 0
2(lbs.) 1 3/4" 637 575 1212 0
3(lbs.) 1 3/4" 637 575 1212 0
Loads:
Roof Load Duration Factor: 115%
Load Location Live Dead Type
Distributed(plf) I l'3 3/4"to 0 44.2 to 125.5 38.4 to 108.9 Roof
Distributed(plf) 1 P 3 3/4"to 14' 1 11/16" 38.9 to 0 33.7 to 0 Roof
Distributed(plf) 0 to 1411 11/16" 104.3 to 0 90.5 to 0 Roof
Hangers:
Bearing#1
See Trus Joist Framer's Pocket Guide for Product Trademark Information
TJ-Xpert 6.40 (#691)A Page 1 HIBBARD.8.16.JOB
Design Date:8/16/20051:23:09 PM Report Date:8/16/20051:30:45 PM
Top Mount...................LBV9.5-2
Nailing Pattern Information
Member Nails................2-N10
Face Nails..................2-16d
Top Nails...................4- 16d
Geometry Information
Skew........................00
Slope.......................D 31'
Top Flange..................DR 31°
No Web Stiffeners Required
Support.....................LVL
Strap Information
Model.......................LSTA 12-Length 12
Nail........................6- 10d x 1-1/2
Hanger Note:
(1)Indicates non-stocked hanger
(3)Special hanger height may be needed to account for the difference in height between the member and the support.
(4)For top flange sloped hangers,Low side assumed flush with the header.
(102) Strap required due to steep slope condition-Model:LSTA 12;Nail Type: IOd x 1-1/2;Nail Qty:6;Additional Nail Type: IOd
x 1-1/2;Additional Nail Qty:0;Price:0.45;.In Inventory:No
Notes:
Design Methodology: ASD
All dimensions are horizontal.
IMPORTANT! The analysis presented above is output from software developed by Trus Joist(TJ). Allowable product values
shown are in accordance with current TJ materials and code accepted design values. The specific product application,input design
loads and stated dimensions have been provided by others,have not been checked for conformance with the design drawings of the
building,and have not been reviewed by TJ Engineering.
I
See Trus Joist Framer's Pocket Guide for.Product.Trademark Information .
TJ-Xpert 6.40 (#691)A Page 2 HI13BARD.8.16.JOB
Member Calculations Report
Mid-Cape Home Centers
PO Box 1418
465 RTE 134
South Dennis,MA 02660
508-398-6071
508-3984559
Level Name: ROOF Status: Ready to Plot
Application: Roof Non-Residential: No
2
P 1.01 3 .I
Design Date:8/16/2005 1:23:09 PM Report Date:8/16/2005 1:26:58 PM
Obiect: Flush Beam#38
General:
Product: 1 3/4"x 9 1/2" 1.9E Microllam LVL Plies: 1
Deflection Criteria: Standard,Live Load L/240,Total Load L/180
Member Weight(plf)per ply: 4.8
Design Value Control Value Result
Moment (Ft-lbs) 3417 6771 Passed
Shear (lbs.) -1384 3633 Passed
Live Load Deflection (") .14" .49" Passed
Total Load Deflection (") .27" .66" Passed
Reaction (lbs.) 912 912 Passed
Bearinas•
Bearing Location Input Length Required Length
1 Flush Beam# 17 0 0 1 1/2"
2 Wall#32 10' 3 1/2" 3 1/2"
3 Wall#34 10, 3 1/2" 3 1/2"
Reactions:
Assumed Member Weight(plf): 14
Location Dead Load Live Load Total Load Uplift
1 (lbs.) 0 481 475 957 0
2(lbs.) 9'10 1/4" 469 500 969 0
3(]bs.) 9'10 1/4" 469 500 969 0
Loads-
Roof Load Duration Factor: l 15%
Load Location Live Dead Type
Distributed(plf) 10'to 0 147.5 to 0 128 to 0 Roof
Distributed(plf) 10'to 0 147.5 to 0 128 to 0 Roof
Hangers:
Bearing#1
Top Mount...................LBV9.5
See Tms Joist Framer's Pocket Guide for Product Trademark Information. . . .. . . .
TJ-Xpert 6.40 (#691)A Page 1 HIBBARD.8.16.JOB
Design Date:8/16/2005 1:23:09 PM Report Date:8/16/2005 1:26:58 PM
Nailing Pattern Information
Member Nails................2-N10
Face Nails..................2- 10d
Top Nails...................4- 10d
Geometry Information
Skew........................R 450
Slope.......................00
Top Flange..................DR 31°
No Web Stiffeners Required
Support.....................LVL
Hanger Note:
(1)Indicates non-stocked hanger
(4)For top flange sloped hangers,Low side assumed flush with the header.
Notes:
Design Methodology: ASD
IMPORTANT! The analysis presented above is output from software developed by Trus Joist(TJ). Allowable product values
shown are in accordance with current TJ materials and code accepted design values. The specific product application,input design
loads and stated dimensions have been provided by others,have not been checked for conformance with the design drawings of the
building,and have not been reviewed by TJ Engineering.
See Trus Joist Framer's Pocket Guide for Product Trademark Information
TJ-Xpert 6.40 (#691)A Page 2 Ii]BBARD.8.16.JOB
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STATE BUILDING CODE AWES THE UPGRADING OF
SMOKE DETECTORS FOR THE ENTIRE DWELLING'WHEN
ONE OR MORE KEEPING AREAS ARE ADDED OR CREATED.
2. R } NOTE: A' SATE PERIMT IS REQUIRED FOR THE
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-------
- PERMR DOER SATISFY THIS REQUIREMENT.
. -• o�
SMOKE DETECTORS REVIEWED
BARNS ABLE BUILDING DEPT. DATE
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BOTH SIGNATURES ARE REQUIRED FOR PERMITTING ';i,I•
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Application to
3bigbivap Regional Y$i0torit Miotriit Committee
G
In the-Town dfBarnstable
CERTIFICATE OF APPROPRIATENESS
• C_ __
-A- Jt^ftfi,n ic hpfebv made.with four complete sets,for the issuance of a Certificate of Appropriateness under Section
6 of Chapter 470, Acts and Resolves of Massachusetts, �1973,-for proposed wofK as descnbed�beiow and on plans,
drawings, or photographs accompanying this application for. I
00
CHECK CATEGORIES THAT APPLY: y
L..u.l:........,.c+n,nt;nn• ❑ Npyu 19 Addition ❑ Alteration
1. `CXLE'.flt7�'Ll7nutny'cwn...r...�....r.. •-- - .
Indicate type of building: 1�House ❑ Garage -U. Commercial L:1 Other F -
2. Exterior Painting:_
3. Signs or Billboards: New Sign ❑ Existing Sign ❑ Repainting Existing Sign
4. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑Other
DATE
:vw�! i+n nD1i►IT !_EG1BLYs
ADDRESS OF PROPOSED WORK C� 7 ' ASSESSOR'S MAP NO._
OWNER l�✓1 'U J i ASSESSOR'S LOT NO., 6�02
„r,neeee TELEPHONE NO.
FULL NAMES AND ADDRESSES OF ABUTTING OWNERS, Including those of adjacent property owners across any
public street or way. (Attach additional sheet if necessary.)
v, a I
a�
AGENT OR CONTRACTOR d TELEPHONE NO. ',rNAV"IZ
ADDRESS
DESCRIPTION OF PROPOSED WORK: Give particulars of work to be done, including materials to be used. Please
Include locations of proposed signs. o CN57-1z :+CT
J_
jj-��i s•-P.ri -tit!/ �� �`f• 7I/!/d 71C.d0 f+7 /�7 �./3"'"tnn7,� 7lQF- � i I� y� �• '- - - - i
STE If EX ,*vle
,xts•7w/ rOdtlsc, -��S'
�Rw-7 GIA•�s3u�'� •� `✓�i7"c Ged.�•-t 5 ial�,ws••N Signed
f Owner-Contractor-Agent
4.� C 8 7e s/J//.4f7r.S T[y..�l .s7K�� 7 'E✓y.�
''.V'•_J� 7 ice.-For Committee Use Only MppIFIED
V,; Lt, My This Certificate is heretApproved
Date
� Iq
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J L r ►mi4tpp MPmhPls _
TOWN OF-BARNS
-;ABLE
HISTORIC PRESERVATION
Town of Barnstable
yl U d-Mng's8lghwayllittoriclfistrict-;ommitcee °I
SPEC SHEET
W
FOUNDATION
SIDING TYPE I.d7GCe 12X?� S COLOR
� v �mvfl COLOR
ROOF MATERIAL COLOR �C �2tti �7GCT1 ,C-14y,0q �
�� �-
PITCH
I.� '� - y 1pF, �
-2*0-s� - S'Tr 1100
, � t COLOR_AA SIZE r —zWINDOWS S �
TRIM COLOR l/lJ yl l7{ �pN
DOORS ram' S7,eej 9 G �i Y 7 COLORS
.SHUTTERS V y*yl COLORS
GUTTERS 1/I T, COLORS
� ..07 rl� ti.�., � ._r�+16-%._,r-tee,;/ �w.t�•:S'>�y
DECKS- t�nc ��e� -� �i �v r MATERIALS S »t
GARAGE DOORS O X I b COLORS 141X i -m
SKYLIGHTS SIZE COLORS
SIGNS COLORS
FENCE COJ,OR
N0T88t ? Zi v4ai cagy"ra. T, �.bc �. .�._ .. .» . ,It -r..k• .z44—
foss are required for submittal of an application, along with Your copies of the plot plan, landscape
plan and elevation plane, when applicable.
SPECSBT
N ASSESSORS MAP. 88
PARCEL: NOT ASSIGNED TEST B U L A' L U(;,J
(P#: 8534 & 8551) 1. VERTICAL DATUM. ASSUMED FROM QUAD (NGVD
CURRENT ZONING: RF ENGINEER: THOMAS McLELLAN, P.E. 2. MUNICAPAL WATER-1S NOT AVAILABLE.
BUILDING SETBACKS: PROPOSED TEMPORARY WITNESS: EDWARD BARRY S. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
TURN-AROUND 4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10 k H-90
LOCUS sr.�� F: 30' S: 15, R: 15' DATE: 7-20-95 f 8-10-95 / 8-29-95 LOADING SPECIFICATIONS
PERCOLATION RATE: < 2. 4. & > 30 MIN/IN 5. PIPE PITCH - 114" PER FOOT, (UNLESS NOTED OTHERWISE).
FLOOD ZONE: C EDGE OF DIRT ROAD 6. FIRST 2' OF PIPE OUT OF D-BOX TO BE SET LEVEL.
(AS SHOWN ON FLOOD MAP TH-1 TH-2 TH-6 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE
PANEL # 250001 0015 C _ _ 10&o. 105.0 105.0 USE OF A GARBAGE DISPOSAL.
A A: 0 HORIZON ELEV A & 0 HORIZON ELEV A & 0 HORIZON ELEV 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE
o REVISED 8-19-85) too - - - 89 _ 12" STATE OF MISS.ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
V f 01_ __ - f 00. 2 B HORIZON B HORIZON
SAND B HORIZON HEALTH REGULATIONS.
PROPOSED WELL r LOAMY SAND LOAMY SANDY LOAM 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR
LOCATION MAP 10s - - ► 2.5Y 6/8 104.0 25" 2•5Y 6/6 103.9 36" 2.5Y 6/8 102.0 TO CONSTRUCTION.
(155' TO PROPOSED _ ►
LOT 19 AREA LEACHING AREA) i Cl HORIZONI Cl M HORIZON C1 HORIZON 10. D-BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
C� MED-FINE SAND SANDY LOAM
43,639 f S.F. I q SILT LOA]! 11. PROPOSED WELL AND SEPTIC SYSTEM LOCATIONS ARE IN ACCORDANCE
1 I ! A PERC..' 66" 2.5Y 7 4 99.5 f08" 2 SY 7 3 96.0
103 1 2.5Y 6/4 WITH MASTER PLAN, PREPARED BY DOWN CAPE ENGINEERING
(1.0 f A.C.) 1 ! I - ,T s F-' C2 HORIZON PERC
f02 � i
1 - I (BANDS OF SAND) (> 30) E-
r ' j• ► ��f LOAMY SAND) FINE LOAMY SAND (4 MIN/IN) C2 HORIZON
1
101 1 1 ` 6" 2-5Y 6/3 MEDIUM SAND ; 1
120` 96.0 Cs HORIZON 98.7 2.5Y 7/3PERC
I ►r 1 ! ! ` �P�; 120" SILT LOAM 95.0 E< 2 MIN IN
q'A E E r 1 104 I ` 228 I
CE $A r 1 1 �� f2; 99. 8
IST� G � ! ► 106 - - 100 ND GROUNDWATER ENCOUNTERED AT ANY TEST HOLE
D g 1 N ► r 1 1 \\ _ TH-4: LOAMY SAND TO A DEPTH OF t7'
100. 0 \1
IN• ►
15U ApD L_ lot TH-5: SILTY CLAY LOAM TO 12'
SELL 102,
105_0403� ,' , �� \ ir'� _ ` ' - _ - - _ ` , , SEPTIC SYSTEM DESIGN
toe
07` " . _ �� r 101. 0 FLOW ESTIMATE: (3 BEDROOMS WITH DEN)
108 • - _
109 -4- BEDROOMS AT 110 GAL/DAY/BEDROOM = 440 GAL/DAY zz'
\ _
1 611V SEPTIC TANK: DECK 14'
1 f 0 105, / �,Y'' �4` ' , ' g40 GAL/DAY x 2 DAYS = �Q CAL
'9 , to ,,. USE 1500 GALLON SEPTIC TANK
PROPOSED
� . . . � 11\nb• x o,,00 • � � � - • � � � J� ,;i 4 BEDROOM ,
so
�f�o :' , LEACHING AREA: DWELLING
1103
USE 4 LEACHING GALLEYS WITH 2' OF STONE
TH-3I TH-1 36'
j , �- ` `• ` , , , ` \ ALL AROUN (20' x 8' x 3.3' DEEP)
� � , � � ' i � � � � • .• � � � � � � tip.
SIDE AREA: (20 + 8)2 x 3.3 = 185 (2.5) = 482 GAL/DAY PROPOSED DWELLING
i , a
► ` 1 1 �' i ;'` - T`S' 2P,_, •` • '� F�OTTi1?i_e t�EA 20' x. 8' = 160 SF -(1,0) = 150 CALIDAY - --
\ 103 TOTAL CAPACITY = 6.22- GAL/DAY
`, , , PT I C SYSTEM SECTION
► ` ! i , i ► TIf 5 , Q RES 1 f 00� ►
105 I _ - -` �`,d ` ` -lot- - f02 COVERS WITHIN 12 OF
f 11 I • • `% 106.0 FINISHED GRADE 2" PEASTONE
- - - - TOP OF FOUNDATION 2' OF 3/4" - 1 1/2"
WASHED STONE
- - - - - ` -104 ELEV
105
�1.
102.41
106 102.66 ELEV. D-BOX o 0 0
ELEV. 1 00 GAL 101.98 4' 91.7
SEPTIC TANK 102.15 (6" OF ELEV. H ELEV.
ELEV. STONE 2'
107 c�So g L 103.0 TEE SIZES: 20'
1 - UNDER)
to I � � ' 109 •. SRl� � ELEV. INLET: 6" UP, 13" DOWN i
91 y1, 95.0 4 LEACHING GALLEYS 4' x 4' x 3.3' WITH
1 8 toe \ d 1t1 s�� OUTLET: 6" UP, 14 DOWN ELEV. 2' OF STONE (20' x 8' x 3.3' DEEP) ) I
(H 20)
1 ! 1 to I BENCHMARK AT
.� \ WOODEN STAKE SITE AND SEWAGE PLAN
BENCHMARK AT �p ELEV- 1112
CONC. BOUND �00 10 KEY: APPROVED BY: DATE:
ELEV= 107.4 �
EXISTING CONTOUR: - LOCATION
109 PROPOSED CONTOUR: ••••••••••.•
LOT 19 CAPES TRAIL
EXISTING SPOT ELEVATION: 25.5 ` .
11 ''- _ _ _ _ PROPOSED SPOT ELEVATION: 25 Y
WEST BARNST ABLE MA
- - 1f0 t
TEST HOLE: - i I
PREPARED FOR:
UTILITY POLE:
DEMAREST-McLELLAN ENGINEERING FENCE LINE:
24 SCHOOL STREET P.O. BOX 463 F t+ r r
uDsys BRIAN HIBBARD
WEST DENNIS, MASSACHUSETTs 02670 HYDRANT: -•� . d
;R�-.; �� � � • ��!__ .
RETAINING WALL: ® � SCALE: 1" = 30' DATE: 7 26-95
TREE: ,,rr�� REFERENCE: LAND COURT CASE 40599E
REV: 8-30-95
I'I DM # 95-076 (D14F6) L.� O TH MAS McLELLAN, P.E. JOHN Z. DEMAREST JR., P.L.S. I