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TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map 11 0 Parcel �3 � Application # ��� 76
Health Division Date Issued z l
Conservation Division Application Fee
Planning Dept. Permit Fee `- b 1
Date Definitive Plan Approved by Planning Board
Historic.- OKH _ Preservation/ Hyannis
Project Street AddressCJKQC&4 6C-Alk VIL& f�
G Village n ,/�
GOWner .Fkp�4X4, 1(-d boo'c— Address
1�
LTelephone_
r-Permit Request ADAI llDY6 : K[TU/\_&7�) '"ram kon A hoVG
t ,
Square feet: 1st floor: _isting�proposed 2nd floor: existing 52& proposed 7?ZTotal new-ow
Zoning District Flood Plain Groundwater Overlay
,__Project Valuation Construction Type
O
Lot Size �6 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: ❑Yes ❑ No
Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other
Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft)
Number of Baths: Full: existing new Half: existing new
Number of Bedrooms: existing _new
Total Room Count (not including baths): existing new First Floor R. Count j
Heat Type and Fuel: ❑ Gas, ❑ Oil ❑ Electric ❑ Other '
R
Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/ oal stove-. ❑YA ❑ No
E�7
Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ xisting ill new-3 sizeva
ea r-
Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: r"
Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑
Commercial ❑Yes ❑ No If yes, site plan review#
Current Use Proposed Use
APPLICANT INFOR_MA_TION -
- (BUILDER OR HOMEOWNER)
.Telephone Number_ ?7y
Address"1:5*3--,1/-Io/l-NV,,k- License #
Home Improvement Contractor#
Email Worker's Compensation #
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
�$I�GNATU - DATE' ��
FOR OFFICIAL USE ONLY
APPLICATION#
DATE,ISSUED
MAP../PARCEL NO.
T
ti
ADDRESS I VILLAGE
' OWNER
DATE OF INSPECTION:
r FOUNDATION U `{
FRAME
INSULATION fb
FIREPLACE
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL
i
GAS: ROUGH FINAL
FINAL BUILDING. 31
)d lr
t
DATE CLOSED OUT
ASSOCIATION PLAN NO.
l
c
PROJECTVL
:
I�AI�
ADDRESS:
PERTMU ERNHT DATE:
LARGE ROLLED PLANS ARE: INOV
SLOT
Data entered it 1VIPS[ program on*.r Z 1
BY
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P�,' H OF.Af� � .
o .VVILLIAox
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s/a�Val l 11�F5D
- , On-theira-gis 'of -my knowledge,_.information and
belief 9 .I certify to The Town of Barnstable, j/oUIS/DA.T/�N.CE�PT/F/<.�
The Boston Five Cents Savings Bank and Ticor
Title Insurance, Co, that as. a result. of a i z 0 T�0 Ze!Wo CR (* k,eK
survey made on the ground on 3o a , I find
that: _
The structure (s) .are located on the situ as - E/V 7-�/f'V� E�
shown. ;
The title "lines and lines of occupation of the
site are as shown hereon. •:4 a Z, 4985
SC.�C ' /" _moo.`•:_
The site is situated .in Flood.Zone IV n.�_`"a��"� G
Community_- anel._N.o. Date: -
Date:
40
William M. Warwick,RLS � I�4X �� No MOL) N1/JSS,
Town of Barnstable
Regulatory Services
��oFixe roryy Richard V.Scali,Director
Building Division
MASS- TomTom Perry,Building Commissioner
bra
r� 1639. ��� 200 Main Street, Hyannis,MA 02601
CFO {0. www.town.barnstable.ma.us
Office: 508-862-4038 Fax: 508-790-6230
HOMEOWNER LICENSE EXEMPTION
Please Print
DATE: I //''.�� y� �,�, /
` JOB LOCATION: 110 I tSwo C106 W (lJ- Cl-!/�TC!/zy�CSC t
number ` street village
"HOMEOWNER": I( - DCyuetc.� S tort`
name - home phone# work phone#
CURRENT MAU-NG ADDRESS:
153 '(fkN hMK PK D &&j MiU S
city/town state zip code
The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow
homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.
DEFINITION OF HOMEOWNER
Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to be,a one or two-
family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one
home in a two-yeas period shall not be considered a homeowner. Such"homeowner" shall submit to the Building Official on a fog
acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section
109.1.1)
The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,
bylaws,rules and regulations. _
The u dersigned"homeo fies that he/she understands the Town of Barnstable Building Department minimum inspection
proce ores and req ents and at he/she will comply with said procedures and requirements.
t.- e o o -eowner ? .
5 .,
Approval of Building Official
Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code
Section 127.0 Construction Control.
HOMEOWNER'S EXEMPTTON
The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt
from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner
engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor."
Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor
(see Appendix Q,•Rules&Regulations for Licensing Construction Supervisors,Section 2.1S) This lack of awareness often
results in serious problems, particularly when the homeowner hires unlicensed persons. In this case,our Board cannot
proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is
ultimately responsible.
To ensure that the homeowner is fully aware of his/her responsibilities, many communities require,as part of the
permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the Iast page
of this issue is a form currently used by several towns. You may care t amend and adopt such a formlcertification for use in
your community.
Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc
Revised 061313
Town of Barnstable
Regulatory Services
MARS. Eg« Richard V.Scali,Director k
Fo;9,� 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
Property Owner Must
Complete and Sign This S tion
If Using A Builde
as Owner of the subject property
hereby authorize to act on my behalf,
in all matters relative to work authorized ythis building permit application for.
(Ad ss of Job)
Pool fences and ala are the responsibility of the applicant. Pools
are not to be filled o utilized before fence is installed and all final
inspections are pe rmed and accepted.
Signature of Owner Signature of Applicant
Print Name Print Name
Date
Q:FORMS:O WNERPERMIS SIONPOOLS
�l 8t' Edition Massachusetts Building Code
M�c K E NT E Mass. Version of the WFCM 110 MPH Exposure B Checklist
ENGINEERING Summary of Construction Requirements
CONSULTANTS
structural•civil environmental Project: Bione Additions, 110 Zeno Crocker Rd, Centerville
• Per review of location, site is Exposure
• The Mass Checklist has been satisfied except for the following:
o The additions are on sonotubes with bigfoot bases and require specific post
base connectors. See plan for requirements.
Standard framing connection requirements:
Table 2 from WFCM manual.
Anchor Bolt Requirements:
5/8"diameter anchor bolts or 5/8"diameter threaded rods drilled and grouted into the sonotube
footings. Use ABU66 post bases to connect the wood framing to the footing elements.
Floor Construction Requirements:
}
First two joist bays of the floor framing from each gable end to be blocked with 2x lumber 4'
on center for the length of the joist. Sheathing to be nailed in accordance with Table 2 (8d
nails,6" spacing at the edges and 12"spacing in the field).
Exterior Wall Requirements:
All exterior wall studs to be 2x6, 16"on center. The double top plates on the exterior walls to
have a maximum splice length of 2 feet and splices to be nailed with 6-16d nails in accordance
with Table 6 in the WFCM 1108 booklet. Nailing of plates to studs to be with 2- 16d nails.
The bottom plate to floor box nailing is 3- 16d nails per foot for all elevations.
For all door and window openings, multiple king studs are required. For openings up to 4 feet
wide, 2 king studs are required, for opening 5 feet to 9 feet wide, 3 kings studs are required, and
for openings 10-12 feet wide, 4 king studs are required. Refer to the design document for
specific requirements.
For shear and uplift connection of the.sheathing,the sheathing is to be nailed as shown on the
design plan documents. All nails are to be 8d or equivalent gun nails(.131 x 2 11YP). In order to
eliminate the need for steel strap ties and hold downs per the WFCM manual, sheathing must be
installed and nailed in accordance with Note 4 on the Mass Checklist. This includes using full
+. sheets of sheathing running from the PT plate at the foundation up to the top plate of single
story walls and at least 2"into the floor box on two story walls(Note 4 Sheet attached).
1279 Millstone Road
Brewster, MA 02631
t 774.353.2144
F 774.353.2142 y
www.mckengineers.com
I
Roof Framing Requirements:
Rafter connection to the top plate requires Simpson H2.5A hurricane clips with 2x blocking
between joist bays toe nailed to the rafter and top plate with 7x-10d nails per bay. If blocking is
not desired, Simpson H-l0A or H-14A hurricane clips can be substituted and installed on every
rafter without blocking. All clips to be install in accordance with Simpson requirements.
Collar ties are required in the upper third of the roof rafters and are to be nailed with(5) 1 Od
nails per side or use Simpson LSTA 18 straps from rafter to rafter over the ridge board.
Roof sheathing to be nailed using 8d or equivalent nails 6"on center at the edges, 6"on center
in the field. The first two bays between rafters are required to be blocked 4 feet on center at all
gable ends per the WFCM.
Limitations and Contractor Responsibilities
The contractor must refer to the Tables and Figures within the WFCM 110 MPH.Exposure B
booklet for illustrations and requirements discussed within this summary. All connections and
nailing must meet the requirements herein and as illustrated in the booklet in order to be in
compliance with the building code. The contractor is responsible to ensure all connections,
nailing,and anchor bolts are visible to the inspector at the time of the framing
inspection/foundation inspection. The contractor must reference the Simpson Strong Tie C-2011
catalog for all strap,hangar, and tie installation requirements and limitations. This document
and the attachments as well as a copy of the WFCM booklet must accompany all sets of plans
submitted to the building department and issued to the contractor/subcontractors unless the
plans are updated with notes and details that reflect the requirements stated in this document
and attachments.
This review was completed on plans submitted by C.A. Vincent Building and Remodeling and
was based on the floor plans and elevations provided. Any changes to these plans or field
changes made may render the requirements outlined in this document null and void and could
result in non-compliance with the requirements ogn.
M-AR A
a N
o.39068el�
Kenzie��
es., ring Consultants, Inc.
S�ONA; .
Attachments:
Mass Checklist
' AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Cheddist for Compliance (780 CMR 5301.2.1.1)1
1 O NS A V Q i 1 I OJ S Check
16b Z ENO C r24CKM.CW Compliance
1.1 SCOPE GI�sC�J� ✓,
WindSpeed(3-sec.gust).....................................................................................................................110 mph
WindExposure Category........................................................ .......................................................................B
1.2 APPLICABILITY ✓
Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) 7- stories stories 2 stories
Roof Pitch ............................................................................(Fig 2) ........................................... :1 Z<_ 12:12 t/'
Mean Roof Height...............................................................(Fig 2)..................................................z ft 5 33'
Building Width,W................................................................(Fig 3)........................:.....,.................. �ft <_80' ✓'
Building Length, L...............................................................(Fig 3).................................................. fo ft 5 80' ✓
Building Aspect Ratio( ................................................(Fig 4)................................................� 3:1
Nominal +�
Height of Tallest Opening2.....................................(Fig 4)................................................ G'8 <6'8"
1.3 FRAMING CONNECTIONS
General compliance with framing-connections....................(fable 2).................................................................
2.1 FOUNDATION
Foundation Walls meeting requirements of 780 CMR 5404.1
Concrete.................................................................... .... Sc� 10(ltrl
Concrete Masonry................................................................................ !.f1° ..................
2.2 ANCHORAGE TO FOUNDATION'-3
5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical.Anchors as an alternative in concrete only
Bolt Spacing-general ..........................................(Table 4)................................................ in. IJA
Bolt Spacing from end/joint of plate.............................(Fig 5):.... ........ ......,.�i., ..... ... in.<_6"-12"
Bolt Embedment-concrete.........................................(Fig 5) in.>-7
Bolt Embedment-masonry.........................................(Fig 5)............................................ in.>- 15„
Plate Washer................................................................(Fig 5)...............................................>:3"x 3"x W
3.1 FLOORS
Floor framing member spans checked ................................(per 780 CMR Chapter 55)....................................
j Maximum Floor Opening Dimension....................................(Fig 6).................................................. O ft<- 12'
Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... �1
Maximum Floor Joist Setbacks
Supporting Loadbearing Walls or Shearwall.................(Fig 7).................................................... Oft <-d
Maximum Cantilevered Floor Joists
Supporting Loadbearing Walls or Shearwall.................(Fig 8).................................................... D ft <-d
Floor Bracing at Endwalls....................................................(Fig 9).................................................................... J�
Floor Sheathing Type .........................................................(per 780 CMR Chapter 55)....:�P.vA..f. .......... JG'
Floor Sheathing Thickness ..................................................(per 780 CMR Chapter 55)......................._L3
Floor Sheathing Fastening...................................................(Table 2)... `d nails at in edge/�n field
4.1 WALLS
Wall Height
Loadbearing walls.........................................................(Fig 10 and Table 5)............................ 0 ft <_ 10,
Non-Loadbearing walls.................................................(Fig 10 and Table 5)............................:Oft <_20'
Wall Stud Spacing .........................................................(Fig 10 and Table 5)....................Jk in. <-24"o.c. JG•
Wall Story Offsets .........................................................(Figs 7&8)............................................Q ft <-d JG
4.2 EXTERIOR WALLS'
Wood Studs
Loadbearing walls.........................................................(Table 5)..............................2x_a-_:I ft & in.
Non-Loadbearing walls.................................................(Table 5)..............................2x_(,- ft 4�in. c/
Gable End Wall Bracing'
Full Height Endwall Studs.............................................(Fig 10)..................................................................
WSP Attic Floor Length..................................................(Fig 11).............................................. ft>-W/3 �1R
Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................ ft>-0.9W t/
and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................................................. VA
or 1 x 3 ceiling furring strips@ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays:2
Double Top Plate
Splice Length .................I...................................:...(Fig 13 and Table 6)..................................... yft V
Splice Connection(no.of 16d common nails)..............(Table 6)........................................................ ..
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1
Loadbearing Wall Connections
Lateral(no.of 16d common nails)................................(Tables 7)................................................:......
Non-Loadbearing Wall Connections 2
Lateral(no. of 16d common nails)................................(Table 8)......................................................... !/
Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)
Header Spans .........................................................(Table 9)..................................2A ft a in.<_11'
Sill Plate Spans .........................................................(Table 9)...................................--F;?ft_Q_in.<_11'
Full Height Studs (no. of studs)....................................(Table 9)......................................................... 2- _(1
Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)
..................:.... ............... able 9 ................................... ft a in.<_12'
Header Spans...................... (T )
Sill Plate Spans............................................................(Table 9)................................... 6ft O in.<_12"
Full Height Studs(no.of studs)....................................(Table 9)..................................... ...... l�
Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously°
Minimum Building Dimension,W
Nominal Height of Tallest Opening2 .............................................................................�<6,8„
Sheathing Type.............................................:.(note 4)......................................................
Edge Nail Spacing..........................................(Table 10 or note 4 if less).......................in. 1G
Field Nail Spacing..........................................(Table 10).................................................�, in. c1
Shear Connection (no.of 16d common nails)(Table 10)...........................................................14� c/
Percent Full-Height Sheathing.......................(Table 10)...................... ......................... .3* % ✓
5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).....................
Maximum Building Dimension, L
Nominal Height of Tallest Opening2.......................................................................(j�<_6,8„ ✓
Sheathing Type...............................................(note 4)..................................................... G69'y
Edge Nail Spacing able 11 or note 4 if less ........................ in. ✓'
Field Nail Spacing..........................................(Table 11).................................................-',in. ✓
Shear Connection(no.of 16d common nails)(Table 11)......................................................... 3 J�
Percent Full-Height Sheathing.......................(Table 11).....................................................153% V'
5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... AA
Wall Cladding
Ratedfor Wind Speed?............................................................................................................................... 1�
5.1 ROOFS
Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website)
Roof Overhang ...................................................(Figure 19)..............�ft<smaller of Z or U3 ✓�
Truss or-Rafter Connections at Loadbearing Walls
Proprietary Connectors 'l
Uplift.................................................(Table 12)............2.A Y1VW1..U= x3plf
Lateral..............................................(Table 12)..............................................L=J]k plf.
Shear................................................(Table 12).........................................
....S= pIf JG
Ridge Strap Connections, if collar ties not used per page 21... (Table 13)..L"WAIS�4!2 k....T= pif
Gable Rake Outlooker.........................................(Figure 20)..............,D ft<_smaller of 2 or U2 41Z
Truss or Rafter Connections at Non-Loadbearing Walls
Proprietary Connectors
Uplift.................................................(Table 14).............................................U= lb. NA
Lateral(no. of 16d.common nails)...(Table 14).......................................L= lb. *
Roof Sheathing Type....................................................(per 780 CMR Chapters 58 and 59)
Roof Sheathing Thickness........................................................................................... Zin.>_7/ 6"VySP
Roof Sheathing Fastening............................................(Table 2)................................. ..............&.G.
Notes:
1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of
780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not
required per the WFCM 110 mph Guide:
a. Steel Straps per Figure 5
b. 20 Gage Straps per Figure 11
c. Uplift Straps per Figure 14
d. All Straps per Figure 17
e. Corner Stud Hold Downs per Figure 18a and Figure 18b
2. Exception: Opening heights of up to 8 ft. shall be permitted when 5%is added to the percent full-height sheathing
requirements shown in Tables 10 and 11.
3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade.
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. 1279:Millstone:Road
Job Name:, Brewster MA 0263r
Site`. `� / e Y1 U U13 CkAA t 774'353 2i44. .
•" ENGINEERING frr.4-353-2142
Engineer's Initials: Dates(s):: CONSULTANTS '
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,job Name: G �`'S ��to uf'A. Brewster MA oz63i
Site: .C1 7 e n o QC�C,cn. C 1':y2� M c IC E N'Z I E:} t 7?4 3s3 2144
ENGINEERING f77.+M-2142
Engineer's Initials: bates(s)...8 CONSULTANTS.
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TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
/4
Map Parcel Permit# �) �� 9 _
4'l t
Health Division S— �° ►1`1 l CO— Date led J I ' 2/ - U 5 _
Conservation Division Sd �� Fee
EXISTING SEPTIC SYSTEM 00
Tax Collector' ETC �RQdgication Fee 5
Treasurer ` ' CT
Planning Dept. - Checked in By .
Date Definitive Plan Approved by Planning Board Approved By .
Historic-OKH Preservation/Hyannis
J
_Project Street A dress Ile /"Nd 410 ft'd 40
Village
Owner e�� 0/1� Address
Telephone
Permit Request �s�� �� 6�, KA _3
quare feet 1 st floor: existing—� Proposed 2nd floor: existing proposed Total new �0
aluation � �V d Zoning District Flood Plain Groundwater Overlay
Construction Type
Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation.
Dwelling Type: Single Family, Two Family ❑ Multi-Family(#units) F
j
Age of Existing Structure Historic House: ElYes J(No On Old King's Highway: CD Yes Flo.,,
Basement Type: XFull O Crawl ❑Walkout ❑Other
z
Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) o �i
Number of Baths: Full: existing new Half:existing ew -
Number of Bedrooms: existing new
n n including baths): existing new First Floor Room Cou
Total Room Count(not c g ) g c:,
Heat Type and Fuel: XGas ❑Oil ❑ Electric ❑Other
Central Air: Yes ❑ No Fireplaces: Existing l New Existing wood/coal stove: ❑Yes 60
Detached garage:0 existing ❑new size Pool:O existing ❑new size Barn:0 existing ❑new size
Attached garage:❑existing O new size Shed:0 existing Cl new size Other:
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑
Commercial ❑Yes )(No If yes, site plan review#
Current Use /��f'1D dlWIA4 Proposed Use
-- BUILDER INFORMATION
Name �C� c�i� 014 Telephone Number �/ �� ?'f/• ��ac�
Address /"d l a 141 License#
/*74 Home Improvement Contractor#
Worker's Compensation#
ALL CONSTRUCTION DEBRIS RESU TING FROM THIS PROJECT WILL BE TAKEN TO
oU 44L•' 1,4 w /Cl
SIGNATURE DATE
FOR OFFICIAL USE ONLY.
PERMIT NO.
DATE ISSUED r, r
MAP/•PARCEL NO.
_ r
ADDRESS VILLAGE - t
OWNER - v
DATE OF INSPECTION:
FOUNDATION
i- IN.
FRAMEca
INSULATION rn / (,
FIREPLACE n
ELECTRICAL: R(JGH FINAL•• -
PLUMBING: R(&GH FINAL
GAS: ROUGH FINAL r '
�► � �c � � /P �� ��
FINAL BUILDING 13
DATE CLOSED OUT
ASSOCIATION PLAN NO.
RESIDENTIAL BUILDING PERMIT FEES
APPLICATION FEE
New Buildings $100.00
Residential Addition $50.00
Alterations/Renovations $50.00
Change of Contractor/Builder $25.00
FEE VALUE WORKSHEET
.NEW LIVING SPACE l
— -square feet x$96/sq.foot= / x.0041=
plus frombelow(if applicable)
ALTERATIONSMENOVATIONS OF EXISTING SPACE
square feet x$64/sq.foot= x.0041=
plus from.below(if applicable).
GARAGES'(attached&detached)
square feet x$32/sq.ft.= x.0041=
ACCESSORY STRUCTURE>120 sq.ft.
s
>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)
FireplaceMbimney x$25.00=
(number)
Inground Swimming Pool $60.00
Above Ground Swimming Pool $25.00
Relocadon/Moving $150.00
(plus above if applicable)
Permit Fee e
Projaost
of r Town of Barnstable
Regulatory Services
B Thomas F.Geiler,Director
amass.
Building Division
Tom Perry, Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-862-403 8 Fax: 508-790-6230
Property Omer Must
Complete and Sign This Section
If Using A Builder
,� /✓ �� •�� ��" ro as Owner of the subject e
l property
rt9
P
oUfG' G OM /�l✓ to act on m
hereby authorize y behalf,
in all matters relative to work authorized by this building permit application for:
Af
(Address of Job)
113LO
Signature of Owner Date
Print Name
QTORMS:O WNMUERNIIS SION
730C.MRAppa+riEs!
Table JL=b(condoned)
- Prneriptive Packages for due and Two-Family Residential;Building:Bated with Ffm Fuel
MAXIMUM MINIMUM
t3Iazing Glazing Ceiling Wall Floor .!'Wail
atHeatinglCooling
Paimetes Equipment EfXiicieacj�
Area'(%•) U-value= R-valuc' R valor &vahs2r
R value1 R value
Package
5701 to 6500 Heating Degree Da
b Normal
Q• 1Z% 0.40 38 13 19 10 FL1Z%. Oj2 30 19 19 10 6 N==al
6 ISAWE
g 12% 0.50 38 13 19 10 N/A Narrnal
38. 13 2S WA -
..0... .. .'iSYe 0.46 38 19 19 10
- NIA BS.AFUE
13 ZS NIA 6 83 AFUE .. ..
W 1S'!o O.SZ 30 19 19 10
X 18% 032 38 NIA Normal.
13 2S NIA NIA Normal
y 12% 0.42- 38 19. ZS NIA 90 AFUE
y . 18% 0.42 38 13 19 10 6
AA 18% 0.50 30 19 19 1 10
b 90 AFUE
1.-ADDRESS OF PROPERTY:
2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS:.
3. SQUARE FOOTAGE OF ALL GLAZING: - •..
4. %GLAZING AREA(#3 DIVIDED BY#2):
5. SELECT PACKAGE(Q--AA-see chart above):
Lo
NOTE: O-ImR MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS,
ARE AVAILABLE. ASK US FOR THIS INFORMATION.
BUILDING INSPECTOR APPROVAL:
YES: NO:
q-forms-#980303a
780 CMR Appendix J .
Footnotes to Table J5.2.1b: lass doors, skylights, and
a Glazing area is the ratio of the area of the glazing assemblies (including sliding-g
Casement 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 may be excluded from a building design with 300 fe of glazing area.
2 After January 1, 1999, glazing U-values must be tested and documented bY the manufacturer in accordance with
FRC) test procedure, or taken from Table J1.5.3.a. U-values are for
the National Fenestration Rating Council (N
whole units: center-of-glass U=values cannot be used.
The.ceiling,R values do not assume a raised or ovens ed Truss construction. If the insulation achieves the full
insulation thickness over the exterior walls without compression, R-30 insulation may:be substituted for R 38
..._._
w insulation and'R-38 insulation may be stibsututed'for`R=49=insulation: Ceiling um--of cavity—.•.--... ;
insulation plus insulating sheathing (if.used):For ventilated ceilings, insulating sheathing must..be.placed between .
the conditioned space and the ventilated portion of the roof. if use Do not include`
Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing(' d)•
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 tometal-frame constriction.
The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawIspaces;basements,
or garages).Flo
ors over outside air must meet the ceiling requirements.
11wall with an.avera a depth less than 50%below grade must
'The entire opaque portion of any'individual`basement g P rs.of conditioned.
s doo
*as above-grade walls, Windows and.sliding gins .
meet the same R=value requirement � - uirement
u eet the door, U.-value requirement
basements must be included with the other glazing: Basement doors m st m . . .
described in Note b.
The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs.
' If the building utilizes elebtric resistance heating use compliance approach 3;4, or 5.• If you plan to install more
than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest
efficiency must meet.or exceed the efficiency required by the selected package.
'For Heating Degree Day requirements oMe closest city or town see Table JS.Z:la
NOTES:
a)Glazing areas and•U-values are maximum acceptable levels.Insulation R values are minimum acceptable-levels.
R value requirerrients 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 oc um
d Y b the manufacturer in'accordance with the NFRC test procedure or taken from the door U-value
in Table Jl.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 requitement(i.e.,may have a U-value greater than 0.35).
cj If a ceiling,wall,floor,basement wall,slab-edge,or
ed a 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-
yalue of all windows or doors is less than or equal to the U-value requirement(0.35 for doors).
43
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s GISTER��
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On the,basis 'of my knowledge, information and
belief, -I certify to The Town of Barnstable,
The Boston Five Cents Savings Bank and Ticor OLINDA.T/O^/
Title Insurance, Co. that as a .result of a -- -
survey made on the ground on 3a a I find
F LOT
that
The structure- (s) are located on the site as
shown. -
The title lines and lines of occupation of the
site are as shown hereon* n ti
The site is situated -in .Flood..Zone N o_r_
Community-3-anel-lo. Date:
Date: S . - - - -- !W1: _..-.
fl9l i1/� � � j�-
William M. j�larwick�RLS ! i�X �� No FA'LMOLl'1'�H;N1p�S;
I
r .�...r..xw.K...,.t:-,.�. r ,.-„ _ .: - - ° .r7.-.:a-5:._� xa'; -P,a•"" ;#•°'F_ ''`'°+r .. - ., .- r;• . . >-r*.:Si�..,.. y`..f�`.s��"` :."�"S .
o�TM�► TOWN OF BARNSTABLE Permit No. 27887
{ , • ; Building Inspector
Cash ---- -----------
� '"' OCCUPANCY;' PERMIT Bond ----- X
Issued to $ L S Trust - Address ,.
Lot 640, 1-P Zeno CrockpX Road, Centerville
Wiring Inspector Inspection dater,, ---
Plumbing Inspector _.. Inspection date c
f
Gas Inspector r �+ � Inspection date 1 A�, 8
X Engineering Departm6nt �; ,+ Inspection date
Board of Health � j \ Inspection date
THIS PERMIT WILL N40lT BE VALID, AND THE BUILDING SHALL NOT ,BE OCCUPIED UNTIL
SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN
REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE
BUILDING CODE.
19a
Building Inspector
W�-n-� and lot number .............. �..................... :, ��
SYSTEM IC
SEPT/ usT
THE
Sewage Permit number `.........:..............�.�...--�......"C.�.l....t,.:J �„ �+►
INSTALLED IN COMP
" �,� �� WITH TITLE 5 STABLE,
House number ......................-:�-�".. .. ................................... ro rAea
NVIRONMENTAL CODE !ti°'TFp 39.VAR a\0�
TOWN OF BARNS ARLV IONG
BUILDING INSPECTOR
; . I
APPLICATION FOR PERMIT TO .`i
..1.. . ..................1. .. ................. ...........................
�
TYPE OF CONSTRUCTION .................. ., .. .. ....,... . /..!.. y�........................................
.
............... .�'..................19.v.
TO THE INSPECTOR OF BUILDINGS:
The undersigned hereby applies for a permit according tto� the following information:
Location .......��. ..;;- �.........,� d...6.r.Gl.l�Er........1�.......
�L�f3!�t�!��✓l
Proposed ,Use .............. ..........................................................................................................................
P-IL -:..........................................Fire District ....... ...�.vZoning District ................................................
.........
Name of Owner „��,�✓ �. � .......................Address v_ �
/� (C
Name of Builderloo-k% : 5.1.'/.f�....`:��.............Address ............................................................ ..... .....................................
Name of Architect /...16'1.�� .p .. �s�/ /i!..AddressQl �� �...................
Number of Rooms ........................5 ...................................Foundation ........ ...... fw9w
Exterior . / ....Roofing /. /� �....:.............................. .
.............. �)).. j�
Floors ..............................................Interior ............ /1 L�G�T�� '`
> ;4 1 i� .
Heating �. ............:....:........................Plumbing ( ..��' �/ � ,
Fireplace ..............................................Approximate. Cost .......... ... .......�......................... .. ..
......................... .. rr�
Definitive Plan Approved by Planning Board ---------- _________19 Area ............. �.�.
Diagram of Lot and Building with Dimensions Fee
SUBJECT TO APPROVAL OF BOARD OF HEALTHQ�®r
OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS
I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable r garding the above
construction.
Name ...
Construction Supervisor's License L19 �d/�.�..........
_ --
. '
'
- '
. .
.
27
V-2 Story
------------
^ S Family Dwelling
- -��--rF------~--------------' '
� . Bd�
Lot 640 '
Zeno Crocker -
_ Location —.c-----..� IIO �e------------.Centery - `
iII«
----.--..^���.����-------.'------
' - '
Owner --S--I--S—.—�ru—ct............................-- —
'
' ]� /
Type of Construction .`.—�����.--------.
.
----.---.------------------..
.
Plot n ��
*+ .� -------- ----------'
,
- May 16 � ` 85 �-
e~ Permit Granted .. ..................................... V ,
^
` -_~ ~. .. . -------.----.— _
Date~Completed
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