HomeMy WebLinkAbout0079 PIONEER PATH i
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UPC 12543 of
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HASTINGS,MN
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map 128 Parcel 0 0 4 01 5 T0, Permit#
Health Division 9 3 U - D ey (�F f ARNSTABLE Date Issued V_/ 7 �
�� `7. D
Conservation Division 2004 AUG —3 PM 1; Q 9 Application Fee
Tax Collector Permit Fee
Treasurer O "
'V I S lOU`-- SMNG SEM SYSTEM
Planning Dept. UM=T0..3...00F9WF=W
Date Definitive Plan Approved by Planning Board
Historic-OKH Preservation/Hyannis
Project Street Address 79 Pioneer Path
Village West Barnstable
9 �
J
Owner Kenney, Phillip J Christine Address same
Telephone 508-428-4638
Permit Request 2 car garage w/master bedroom & guest room; add bath to
existing 2nd floor
Square feet: 1st floor:existing 7 6 8 ' proposed 864 2nd floor: existing 7 0 4 proposed 7 5 6 Total new 16 2 0
Zoning District Flood Plain Groundwater Overlay
Project Valuation.$1_0-0 rq.0.0 Construction Type wood f rame
Lot Size 1 .01 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation.
Dwelling Type: Single Family W Two Family ❑ Multi-Family(#units)
Age of Existing Structure 15 yrs Historic House: ❑Yes %I No On Old King's Highway: ❑Yes W No
Basement Type: CRFull ❑Crawl ❑Walkout WOtherar3dition is G1ah 4 ft frost wall below
Basement Finished Area(sq.ft.) gar see
ment Unfinished Area(sq.ft) 7 6 8 sq f t
Number of Baths: Full: existing 2 new 1 Half:existing new
Number of Bedrooms: existing 3 new 2 - lose 1 existing, see plan =' --Too fM�v
Total Room Count(not including baths):existing 6 new 5 First Floor Room Count 6
Heat Type and Fuel: 3 Gas ❑Oil ❑ Electric ❑Other
G�t '`0
Central Air: Cl Yes W No Fireplaces: Existing 1 New Existing wood/coal stove: ❑Yes M No
Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size
Attached garage:❑existing I new size 714 sold:!existing ❑new size Other:
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑
Commercial ❑Yes Ut No If yes,site plan review#
Current Use residential Proposed Use same
BUILDER INFORMATION
Name C. H. Newton Builders, Inc. Telephone Number 508-428-901 3
Address 919 Main St License# CSO46192
Osterville MA 02655 Home Improvement Contractor# 1 07888
Worker's Compensation#
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Bourne
SIGNATURE DATE �I t �-by
l
FOR OFFICIAL USE ONLY
PERMIT NO.
DATE ISSUED
t= '
MAP/PARCEL NO.
ADDRESS VILLAGE
OWNER
DATE OF INSPECTION: �^�A T
FOUNDATION Zt 171.4
FRAME /c!C M /O
,} INSULATION Q/c Al Gl/
FIREPLACE
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUG FINAL -
GAS: ROU( FINAL
. FINAL BUILDING
0
eta co
Im
DATE CLOSED OUT
ASSOCIATION PLAN-NO.
1
4 ;4c Y s
awo rc y x 3G �6 y
/GO 9 z ��&6y_397. �y
5�rr
lc,4R/l c Lr
% ST FL ? i9
A3/ 33
GO�vSI' Vflcvz'
.2•
I
er is acting as general contractor/builder for project)
ust be submitted (except for in-ground pools)
st be submitted. Copy of Insurance Compliance
e submitted(residential only).
se (residential only if applicable)
r of Permission.
oning compliance. Placement of proposed structure must
dicated. The location of the septic system should also be
showing cross section and framing schedule.
tions.
ment Specialist's.License unless the homeowner is
uire a building permit)
sed location of pool and the distance from property lines.
plicable.
s ecifications.
`-4 /�
4� k_'In ZJ-t)
RESIDENTIAL BUILDING PERMIT FEES
APPLICATION FEE
New Buildings $100.00
Residential Addition $ 50.00. cn 0 D
Alterations/Renovations. $ 50.00
Building Permit Amendment $25.00
FEE VALUE WORKSHEET
NEW LIVING SPACE
D� 0 square feet x$96/sq.foot= 16 S—6 y x.0041= 3 7 7
plus from below(if applicable)
ALTERATIONS/RENOVATIONS OF EXISTING SPACE
square feet x$64/sq.foot= x.004.1=
plus from below(if applicable)
GARAGES(attached&detached) Q
`J square feet x$32/sq. x.0041=
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= 3G• 0 4
(number)
. Deck.... ... -. :_
x$30.00=
(number)
Fireplace/Chimney . x$25.00=
(number)
Ingrodnd Swimming Pool $60.00
Above Ground Swimming Pool $25.00
Relocation/Moving $150.00
(plus above if applicable)
Permit Fee S Y 7
Projcost
Rev:063004
p �.
RESIDENTIAL BUILDING PERNIIT FEES .
APPLICATION FEE
New Buildings,Additions $50.00 $5 0 .
Alterations/Renovations $25.00
Building Permit Amendment $25.00
FEE VALUE WORKSHEET
NEW LIVING SPACE
1584 square feet x$96/sq.foot= 1 5_ x.0031=g-7 1 -1 9
plus from below(if applicable)
ALTERATIONS/RENOVATIONS OF EMSTING SPACE
920 square feet x$64/sq.foot= 1 a n n n x.0031= A 6 n
plus from below(if applicable)
ACCESSORY STRUCTURE>120 sq.1� ,
>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: x.0031=
square feet x$96/sq.foot=
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) Permit Fee �� 1 �3—
projcost
•• — L I.L. vVII....,i....�•.►.•rI. VJ AlL W)J—.w---
Department of Industrial Accidents
Office otifinstt9attoos
600 Washington Street
Boston,Mass. 02111
Workers' Com ensation Insurance Affidavit
name:
location:
city phone#
❑ I am a homeowner performing all work myself.
❑ I am a sole etor and have no one wo>ddn in az achy
X I am an employer Providing workers' compensation for my employ=.working on this job.
:cam anv;name.:.;:::.;:.. .:::::::.: ::::•.: .:.. .::..::::...:.... : ....::. . . z ..........................................
EN
.........
.
X.
:City' :•::::::-:::•:::•.: ..:.....
:lnsnraace':ca::';.
/ /
❑ I am a sole proprietor, general contractor, or homeowner(circle one) and have hired the conirac:16=listed below who
have
the following work=' compensation polices:
cnta6sn n
:;fires a
�.s...:.�:.:...................::::::::•::::ii::::::�j4iiiii`}i:i•:'•:?:Hii:�:i-ii:?^i:is ii:::::::::;{:i'::•::':::::is:::.....:...:.:........•.....-....:....:....:..,.:,..;...........:............ ....................................,........
.........::::::::::.::::.w:::.�:.�::n�?•}xiiiii:?•i:iii:.•...v;......:::.�:::::::.�:::.:::..::.iii:::::::::.;':J�:,:'-:�iii:::.�::.:................:::: ..............n;.;;r.�
............ ..::...........:.:..: .................... .:•isi:•ii1:i?�i�ii:::?ii::ii:4i::::•iaii:�:v:'vi:•i:};:::•:
;Warn
anv
`d'�res
�a
................
::::::::........................ ..
�T
vw•s::�i::r
asursnce:ra«:>:><::<.<.«�:•;:•>::;:?•;:-;:;•;:-::?•:•:•;s:•:-;:?:.�;:;-:?::;•>;::.:�:•;:•:?•::?•;:-::-:;<?<•;;:?•;:-;;;;;>:•:?:.::::•:::.::::::•::.:�:::•:.�:::::::._. olicv.#.................. .. .... ...... /J�.
FaSs a to secure coverage as regm1red under Section 2SA of MGL 152 can lead to the fmposition of cr m and penalties of a fine up to s1,smoo and/or
one years'lmprfsomaent as wells efvvil penalties to the form of a STOP WORK ORDER and a fine of$100.00 a day statast me. I underihwA tent a
copy.of this may be forwarded to the Once of Investigations of the DU for coverage veridc adon!
I do h rrls pairs aced penalties ofpcJurY that the information provided above is trul cnd coned
7�Jz -p
Signa Data — -
David L. Newton phmc# 508-548-1353
ofneial use only do not write in this area to be completed by city or town oincid
city or town: p —se# QBWdh g De
Ql:Icangj.;Board
❑cheekif hnnm late rempodse is required QSeleetmm's Office
_ QHealth Department
eontad person: phone#; ❑fir
I
orn d 9/95?]A)
i •
oFE► Town of Barnstable
Regulatory Services
Bslss r,E,$ Thomas F.Geller,Director
1639• Building Division
''FFD tdAy�`
Tom Perry,Building Commissioner
200 Main Street, Hyannis,MA 02601
Fax: 508-790-6230
Office: 508-862-4038
permit no.
Date
AFFIDAVIT
HOME IMPROVEMENT CONTRACTOR LAW
SUppIYMENT TO PERMIT APPLICATION
convMGL c.142A requires that the"reconstruction,alterations,renovation,repair,modernization,cu ied ion,
•irnprovement,removal,demolition,or construction of an addition to any pre-existing wry P
containing at least one but not more than four dwelling units or to structures which are adjacent to
binding be done b registered contractors,with certain exceptions,along with other
such residence or building Y
requirements,
2 car garage w/2 bedrooms above EstirratedCost$100 ,000
Type of Work
Address of work.79 Pioneer Path W. . Barnstable
Owner's Name: Phillip & Christine Kenney
I
Date of Application:
I hereby certify that:
Registration is not required for the following reason(s):
0Work excluded by law
[-]Job Under S 1,000
[]Building not owner-occupied
[]Owner pulling own permit
Notice is hereby given that:
OWNERS p•ULLI NG THEIR 0 MBLE HOME n12PROVEMENT WT OR DEALING WITH O UNREGISTERED
NOT HAYS
CONTRACTORS FOR APPLI A
ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A.
SIGNED UNDER PENALTIES OF PERJURY
Ihereby apply for&permit as the agept of the e
/b710
ontractor Name Registration
Date
OR
Date Owner's Name
'' ' lze U�anin�sea�i o�/�aaaaclu�aell
xr 'BOARD OF BUILDIi`ViLG;REGULATIONS
: .. cense: CONSTRUCTION SUPERVISOR
Number: CS O46192
.�irthdge:;091t9/1960
.'vEzpires: 09/19L2005 Tr. no: 5031
Restricti.id: 00
DAVID L NEWTON
PO BOX 922 �-�
FALMOUTH, MA 02541 Administrator
I
�� ��e 'CcJanrrnoivaeul��t a�..'�/�raaclrmella ------•-•-----.
= -= Board of Building Regulatlons and Standards I_,icense or registration valid for individul use only
HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to:
Registration: 107888 Board of Building Regulations and Standards
Expiration: 8/10/2004
One Ashburton Place Rut 13011
Boston, Ma.02108
Type: Private Corporation
C.H.NEWTON BUILDERS,INC.
David Newton
549 Main Rd 28A
W.Falmouth,MA 02541 Administrator Not valid without signature
I
}
°FI►E t� Town of Barnstable
Regulatory Services
MASS $ Thomas F.Geiler,Director
4',,tEnr►�0 Building Division
Tom Perry, Building Commissioner
200 Main Street, Hyannis,MA 02601
Office: 508-862-4038 Fax: 508-790-6230
Property Owner Must
Complete and Sign This Section
If Using A Builder
I, Philip J. Kenney , as Owner of the subject property
hereby authorize C_ H_ Newton R,,; 1 ders� InC to act on my behalf,
in all matters relative to work authorized by this building permit application for:
79 Pioneer Path W. Barnstable
(Address of Job)
Al -7 1-Jt, o
Signature o Ow ker Date
Philip J. Kenney
Print Name
ll.TllDw I C./�R7ATCD DT:D A RTCCTON
TIC CMV.A a9 cantGauc�d f
Table.131.1b( gated 7lth yoga rurli
pRserlpti}a paeksgcs far C)aa slid Two-V%adly F-eldeatt4 gaitdtaEl
�� MIMM� 'gcatlr,g/Cocling
IwAll Assam P�dd �tprornt Mcicnc)�
MAXfM ceiling Floor
C3fadng C}lnzing R.Yduet F.value! R � &vsl►u�
Arm,0) LI.YaIu� R-valcu�
pvYsgt 5101 to 6500 Hestia&Degm Ds 6 Nacma!
t3 t9 1Q 6 Ncnnst
o.40 38 19 1Q 6 15 AFc19
Q iZ'h 0-52 70 19 1Q Normal
also 31 13 19 NJA A Nomsal
t; 15% 0.36 38 19 19 t0 6 15 AFM
T 151/1 0.46 38 13 25 NIA N/A • 15 AFM
P15% 0.44 1 19 19 10 6 Normal
15 VA 0.32 75 NIA jZarrnaI
V1 1a% 092 3a 13 NIA KlA
44 AFtJA
YI%1K 0,42 36 13 19 10 6 90•AF(7E
x WA 0.42 30 19 19 to
AA
t 8'h a.s0
7g Pioneer Path W. Barnstable'
1, ADDRESS OF PROPERTY:
' 2640
�. SQUARE FOOTAGE OF ALL EXTERIOR S:
WALL
383
3. SQUARE FOOTAGE OF ALL GLAZING 14%
�. % GLAZING AREA C#3 DNIDED BY#2):
5 SgLECT PACKAGE{Q..AA-see chart abovb): Y
yEp METHODS OF DETERMIvG ggGY REQUIREMES
�O-I•g; OTHERMORE INVaL .
ARE AVAILABLE. ASK VS FOR THISOp,TIO�t.
BU,DING INSPECTOR APPROVAL:
N0;
YES'
q•focros-�80303s � ,
Permit Number
REScheck Compliance Certificate Checked By/Date
Massachusetts Energy Code
REScheckSoftware Version 3.5 Release Id
Data filename:Untitled.rck
PROJECT TITLE:Kenney Addition
CITY:Barnstable
STATE:Massachusetts
HDD:6137
CONSTRUCTION TYPE: 1 or 2 Family,Detached
HEATING SYSTEM TYPE:Other(Non-Electric Resistance)
DATE: 06/10/04
DATE OF PLANS:06/04
PROJECT DESCRIPTION:
Addition to existing house at 79 Pioneer Path,W.Barnstable
DE SIGNER/CONTRACTOR:
Newton Builders
COMPLIANCE:Passes
Maximum UA=90
Your Home UA=85
5.61/o Better Than Code(UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor UA
Ceiling 1:Flat Ceiling or Scissor Truss 576 38.0 3.0 16
Skylight 1: Wood Frame:Double Pane with Low-E 20 0.380 8
Ceiling 2: Cathedral Ceiling(no attic) 324 38.0 3.0 8
Wall 1: Woo&Frame, 16"o.c. 200 13.0 2.0 11
Window 1: Wood Frame:Double Pane with Low-E 50 0.280 14
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 864 27.0 3.0 28
COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications,
and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts
Energy Code requirements in REScheckVersion 3.5 Release Id (formerly M ECchec4 and to comply with the mandatory
requirements listed in the REScheckInspection Checklist.
The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design
Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the
design load as specified in Sections 780CMR 1310 and J4.4.
Builder/Designer Date
i
REScheck Inspection Checklist
Massachusetts Energy Code
REScheckSoftware Version 3.5 Release Id
DATE:06/10/04
PROJECT TTTLE:Kenney Addition
Bldg.
Dept.
Use
Ceilings:
[ J ( 1. Ceiling 1:Flat Ceiling or Scissor Truss,
R-38.0 cavity+R-3.0 continuous insulation
Comments:
[ ] I 2. Ceiling 2: Cathedral Ceiling(no attic),
R-38.0 cavity+R-3.0 continuous insulation
Comments:
I
Above-Grade Walls:
[ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-13.0 cavity+R-2.0 continuous insulation
Comments:
I
Windows:
( ] I 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor:0.280
i I For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?[ ]Yes[ ]No
Comments:
Skylights:
[ ] I 1. Skylight 1: Wood Frame:Double Pane with Low-E,U-factor:0.380
For skylights without labeled U factors,describe features:
#Panes Frame Type Thermal Break?( ]Yes[ J No
Comments:
Floors:
[ ] I 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space,
{ R-27.0 cavity+R-3.0 continuous insulation
Comments:
I
Air Leakage:
[ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air
leakage must be sear.
[ ] I When installed in the building envelope,recessed lighting fixtures
{ shall meet one of the following requirements:
1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture
and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space.
2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944
{ L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture
{ shall have been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled
{ Vapor Retarder:
[ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls;and floors.
{ Materials Identification:
j t ] `I Materials and equipment must be identified so that compliance can be determined
[ ] { Manufacturer manuals for all installed heating and cooling equipment and service water heating
i
equipment must be provided.
[ j I Insulation R values and glazing U=factors must be clearly marked on the building plans or specifications.
Duct Insulation:
( J I Ducts shall be insulated per Table J4AT 1.
I
Duct Construction:
[ ] I All accessible joints,seams,and connections of supply and return ductwork located outside
conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed
using mastic and fibrous backing tape installed according to the manufacturer's installation
instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted.
[ J I The HVAC system must provide a means for balancing air and water systems.
I
Temperature Controls:
[ ] ( Thermostats are required for each separate HVAC system. A manual or automatic means to
partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided.
Heating and Cooling Equipment Sizing:
[ ] { Rated output capacity of the heating/cooling system is not greater than 125%of the designload as
specified in Sections 780CMR 1310 and AA
I
Circulating Hot Water Systems:
[ l I Insulate circulating hot water pipes to the levels in Table 1.
I
Swimming Pools:
[ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20%
of the heating energy is from non-depletable sources. Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
[ ] I HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the
levels in Table 2.
6
Table 1: Minimum Insulation Thickness for Circulating Mot Water Pipes
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-CirailatinQ Runouts Circulating Mains and Runouts
Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for MVAC Pipes
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range .F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 '1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water,Refrigerant, 40-55. 0.5 0.5 0.75 1.0.
and Brine Below 40 1.0 1.0 L5 1.5
NOTES TO FIELD (Building Department Use Only)
i
A n derse n®
S
Center of Glass Performance Data
i 'High-Performance'(HP Lowfl and
Inside "High-Performance Sun'(HP Sun)are
Surface Andersen trademarks for'Low-F'glass
Dual-Pane Glass Visible Fading %HR Glass
Air filled Light' SC3 SHGC3 RH_G_° T_u_v5_ Tdw' U-Factor'@center' Tempe Based on NFRC testing/simulauon condition,
Casement/Awning,Tilt-Wash, using Windows 4.1 and NFRC validated spectra!
data.0°F outside temperature.70°F)nude tenp,r
Woodwright;Narroline°Transom 83% 0.92 0.79 191 62% 64% 0.50 _ 41% 45°F ature and a 15 mph wind.
Fixed(Picture Windows) 82% 0.90 0.77. 187 57% 60% 0.49 41%- 46°F I Visible Transmittance(VT)measures not intact
Circle Top'" 83% 0.92 0.79 191 62% 65% 0.49 41% 45°F light comes through the glass.The higher ew
Perma-Shield° - --' value,from 0 to 1,the more daylight the ens
lets in.Visible Transmittance is measured°e,
Narroline°Gliding Patio Door 82% 0.87 0.75 181 1 54% j 58% ! 0.49 42% 46°F the 380 to 760 nanometer portion of the
Flexiframe°Arch Top,Springline`" - 80% 0.82 ! 0.71 172 47% I 53% 0.48 42°h 46°F solar spectrum.
- -- -- - -___. .
2 Shading Coefficient defines the amount of
heat gain through the glass compared to a
single lite of clear 1/8'(3 MM)glass.
Inside 3 Solar Heat Gain coefficient SHGC)defines
High-Performance" ! Surface the fraction of solar radiation admitted
Low-E Glass Visible Fading %HR Glass through the glass both directly transmnled
(Dual-pane,Low-E,argon blend filled) Light' SCz SHGC3 RHG' Tuvs Tdw' U-Factor';@center' Tempe and absorbed and subsequently released
Casement,Awning,rift-Wash, I ! I inward.The lower the value,the less hear it
(fDoLuble-Hung
dwright`"Transom __ 73% 0_.5_0 __0.4.3_ 104 17% i 34% 0_.28 60%_ 55°_F transmitted through the glass.
eme`nfPrc ure,Awning ) I I 4 Relative Heal Gain is calculated under a
- different set of assumptions than thermal
Picture 73% 0.49 0.43 102 16% 33% 0.28 60% 56°F� performance.
!g�Yindows^f49D-Se 73 _ _ Q-�}79��� 2�8 64,F 5 Transmission ultra-Violet Energy(IW).The
Circle Top,Elliptical Top,Circle,Oval_ 73% 0.50 0.43 104 17% - .-34% _ 0.28 60% 56°F transmission of short wave energy in the)W
380 nanometer portion of the solar specutin
Perna-Shield"Patio Door, The energy can cause fabric lading.
Narroline°Gliding Patio Door 72% 0.49 0.42 101 15% 32% 1 0.27 60% 56°F 6 Transmission Damage Function(TOW).The
Frenchwood°Hinged,Outswing,Gliding 72% 0.49 0.42 101 15% 32%_ 0.28_ 60% 56°F transmission at shop wage energy in me 1W
--- - - 60%
Flexiframe°Arch windows,Springline" 71% _ 0.47 0.41 98 14% 31% I^0.27 61% 56°F 600 nanometer potion of the solarsped!un,
Roof Windows/Skylights(tempered) 73% 0.49 0.43 102 16% 33% 0.28 60%_ 56 F The value includes born the uv and visible
----- - ---- - - --------- .. ° light energy that can cause fabric lading.
Laminated(all products) _ __ _ _7_1% 0.49__ 0.42 101 2% 25% 0.2888� 60% 56 F This rating has also been referred to as the
Krochmann Damage Function.This rating
better predicts fading potential than uV
-- transmission atone.The lower the Damage
Inside Function rating,the less transmission of
High-Performance Sun'" Surface short wave energy through the glass that cap
LOW-E Glass Visible Fading %HR Glass Potentially cause fabric fading.Fabric type it
-(Dual-pane,tinted Low-E,argon blend filled) Light' SC' SHGC3 RHG° Tuvs T_dw_'_ U-Factor'I@center' Temp'- also a key component of fading potential.
-' 7 U-Factor is a measure of the heat loss
Casement,Awning,Tift-Wash, I I through the total unit in Blu/hi deg.F sq.11
Woodwright,Transom 40% 0.36 0.31 76 16% 24% 0.31 58% 54°F
- - ------ - _ ..._....1 _ 8 Percent relative humidity before condensa;o
Picture Units:CA,NL,DHP _ 40% 0.35 0.30 74 15% _23%_ 0.30 57% �54°F occurs at the center of glass,taken using
o center of glass temperature.
Gliding Windows 40% 0.36 0.31 75 16% 24% 0.30 57% 54 F
° t- ..___.�.-o_.- 9 inside glass surface temperatures are tas.en
Circle Top';Elliptical Top,Circle,Oval 40% 0.36 0.31 75 16% 24% 1 0.30 57% 54 F at the center of glass.
Perna-Shield°Patio Door 39% 0.34 0.30 73 14% 22% L 0.30 I 58% 54°F
Frenchwood°Hinged,Gliding - 39% -0.35_ 0.30 - 73 14% 22% 0.30- 58% 540F
Flex)frame°Arch Windows,Springline- 38% 0.33 _-0.29_ 71 13% 21% I 0.30 ! 58% j 55°F
Roof Windows/Skylights(tempered) 39% 1_0.34 1 0.30 73 14% 22% 0.30 ! 58% 54°F
Laminated(all products) 39%� 0.35 0.30 i 73 2°k 16% 0.30 58% 55°F
This data is accurate as of August 12,2003.Due to ongoing product changes,updated test results,or new industry standards,this data may change over time.
Canadian Product Performance Ratings
i Tested to:CAN/CSA A440-M90
The mullion was tested and the deflection was within the maximum allowable of L/175 at positive and negative loads of 2600 Pa.
Windload Resistance I Windload Resistance
Units Air Water Resistance to forced Units Air Water Resistance to forced
Tested Tightness Tightness and blow-out _entry Tested Tightness Tightness and blow-out entry
CW16 A-3 -_ B_7- _ C-4 Pass FX-1205Q_-. -Fixed _B-7 C-5 Not Applicable
P6050 Fixed - B_7- - CC=4 _ Not Applicable AF-608 _ Fixed- _ B-7 C-5 ! Not Applicable
AP421V A-3 B-4 C-2 _ Pass_ SP-802 _ _I Fixed B-7 C S-�-Not Applicable
A3535 _
A-3 - B_3 _ C 3 _ ( Pass_ FWH6080AP A-3 B-2 C-3 1 Pass
TW3862 A-2 B-3 C-2 ! Pass 9080SASR I_ A-3_- j 8.2 I C-3 I Pass
NL3862 A-3 B-3 C3 -- Pass 080AP B-4 FW06 I A-3 _ C-3 ! Not Applicable
- 3 .. --.--�.
DHP5662 Fixed 1_ B3 I _ C-3 Not Applicable 3180 A-3 B-4 i C-3 I Not Applicable
-- - --- ---t- .-._ ---
G65 A-3 I 1-3 f- C3 Pass FWG8080 A-3 B-3 (_ C-1 Pass
Cir/Ovl 3048_ �Fixed
Fixed B-7 C-5 Not Applicable 160611 A-3 8.2 C-1 Pass
E1`8 i B-7- C-5 Not Applicable PSG8080 A-3 B-2 C-1 as- - •- P -s
238 -
08620NEL
Buyline 2216
n
MODEL VSC TEST RESULTS
MODEL VSC VENTILATING SKYLIGHT, AIR INFILTRATION'
CLASSIC EDITION SHOWN WITH EDL 1.56 psf 6.24 psf
FLASHING AND ASPHALT SHINGLES (25 mph) (50 mph)
0.07 cfm/ft 0.18 cfm/ft
' WATER RESISTANCE'
WTP=2.86 psf
Fa
(33 mph)@ 5.00 gph/ft'
Section A-A �
t;5 - No Entry
a.� THERMAL PERFORMANCE
s R (Complete unit values.)
All thermal performance SHGC,Vt values for VELUX Skylights
are NFRC certified,labeled and listed in the NFRC Product
VERTICAL CROSS SECTION Directory.(In accordance with NFRC procedures.)
. GLASS Comfort(75) ComfortPlus(74)
p Tempered,Low-E', Lominated,Low-E',
..............
- Argon Argon
12-5 Gas-filled
v
I( r Wactor(R-Foctar) k10.38(2.63( 0.42(2.38)
SHGC 0.26
Section a-e VI 0.39 0.39
1:5 ! FADING PROTECTION%
tt o.37
GLAZING CLASSICAL UV TOTAL FADING
' PROTECTION a/o PROTECTION a/o
Comfort(751 87% 75%
ComforlPlus Q41 99.9% 83%
r
STRUCTURAL PERFORMANCE"
DOWNWARD LOAD WIND UPLIFT
Lominated, 12-50(psQ 22.105(psf)
HeabStren thened
HORIZONTAL CROSS SECTION LTemperedominated, 108-182(psfl 31.96(psfl
For electronic files of product drawings and specifications,call toll-free 1.800-88-VELUX or visit sweets.com. Tested in accordance with AAMA 160090,VOLUNTARY SPECIFICATION
FOR SKYLIGHTS.Size 606 unit tested at a 15°root pitch.
Tested in accordance with ICBOQEvoluation Services,Inc.Accepionco
Criteria for Sloped Glazing In Solariums,Patio Covers and Prefabricated
Skylights.VELD%Report No.NER 216.
Model VSC 150 156 306 308 r 606
Outside frame (w x h) in. 23/6 x 23°/6 23s/6 x 46% 30%x 46% 30%x 55 44%x 46%
mm (592 x 598) (592 x 1178) (778 x 1178) (778 x 1398) (1138 x 1178)
Finished frame (wxh) in. 22'h x 22/2 226 x 451/6 29°/6 x 45% 29°/6 x 53/. 43'%x 45/6
dimension mm (572 x 572) (572 x 1151) (751 x 1145) (751 x 1365) (1111 x 1145)
Rough opening for (w x h) in. 22/2 x 22'/2 22/2 x 451/6 30'/2 x 46'/a 30'/2 x 55'/? 44%x 46'/a
EDL/EDW/EDM mm (572 x 572) (572 x 1151) (775 x 1 191) (775 x 141 1) (1 138 x 1191)
Rough opening for (w x h) in. N/A N/A 30'/2 x 54'/ 30'/2 x 63'/: 44%x 54'/
ECX Flat Roof Curb mm 1775 x 1383) (775 x 1615) (1138 x 1383)
Rough opening for (w x h) in. N/A N/A 30'/2 x 49'A 30'/2 x 58'A 44%x 49'A
EMX Roof Curb mm (775 x 1254) (775 x 1477) (1138 x 1254)
Daylight area(glass) (w x h) in. 16'h x 16y. 16h x 39 23'/.x 39 23%x 47% 38 x 39
Daylight area sq.ft. 1.8 4.47 6.42 7.85 10.26
Ventilation area(opening) sq.R. 1.82 2.1 4.25 4.84 5.19
Net weight(with temp.glass) Ibs. 38 53 73 75 90
9
4 Floor Span Tables
Trus Joist• TJI®Joist Specifier's Guide 2027 •October 2003
Not all products are available in all j L/480 Live Load Deflection
markets.Contact your Trus Joist
representative for information. 40 PSF Live Load/10 PSF Dead Load 40 PSF Live Load/20 PSF Dead Load
Depth TJI® 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. 12"o.c. 16"o.c. 19.2"o.c. 24"o.c.
110 16'-5" 15'-0" 14'-2" _13'-2° 16'=5" 15'-0" 13'-11° 12'-5'
r 13/4" i 9� 230 17'-8' 16'-2' 15'-3 14'-2"-- -17'-8" 16'-2 15'-3- 14'-2°
110 19'-6" 17'-10' 16'-10" 15'-511) 19'-6° 17'-3" 15'-8" 14'-0'(1)
13/ _ 117N' 230 21'-0" 19'-2° 18'-1" 16'-10" 21'-0" 19_2" 18'-1" 16'-3°(1) _
T 360 22'-11" 20'-11' 19'-8" 18'-4" 22'-11' 20'-11° 19'-8° 17'-10'(1)
91/2" 560 26'-1" 23'-8" 22'-4' 20'-9" 26'-1" 23'-8° 22'-4" 20'-9"(1)
3/a" 117/8" 110 22'-2" 20'-3° 18'-91 16'-9°(1) 21'-8° 18'-91 17'-1'(1) 14'-7*0)
14" 14„ 230 23'-10" 21'-9" 20'-6' 19'-11 23'-10" 21'-8" 19'-9" 17'-111i....
360 26'-0" 23'-8" 22'-4" 20'-911) 26'-0" 23'-8" 22'-4°(1) 17'-10T)
560 29'-6" 26'-10" 25'-4° 23'-6° 29'-6" 26'•10" 25'40) 20'-11"(1)
TJI" 110 jOiSIS ___230 v26'-5'. _ 24'-l' 22'-9" 20' 7°(f) 26'-5" 23'-2' 21'-2'(1) 17'-1"(11
16" 360 28'-9° 26'-3" 24'-8"( ) _ 21'-5°I ) 28'-9" 26'-3"( ) 22'-4`(1) 17'-10"( )
560 32 8' 29'-8" 28'-0" 25'-210 32'-8" 29'-8" 26'-311) 20'-11"(1)
25/i6" i L/360 Live Load Deflection (Minimum Criteria per Code)
i
I 40 PSF Live Load/10 PSF Dead Load 40 PSF Live Load 120 PSF Dead Load _
13/L Depth TJI 12"o.c: 16"o.c. 19.2"o.c. 24"o.c. 12"o.c. 16"o.c. 19.2"o.c. 24"o.c.
_ 110_ 18'-2_— 16;-7 15'_3'. 13'_8 17_8_— 15'-3' _13'-11° 12'-5"
230 19'-7° 17'-11" 16'-11 15'-91 19'-7° 17'-8° 16'-1°— 14'-5"
)
110 21'-7" _18_-11"_ __17'-3"_ 15'-5_(1) 19'-111 17'-3°,. 15'-8"_ 14'40)
14"
16" 7ift„i _230 23'-3" 21'-3" 19'_11" 17'-9 23_0"—-_19'-11" —18'-2° -16'3"11)
j 11 --- - - - -- -
360 25'-4" 23'-2" 21'-10" 20'40) 25'-4" 23'-2" 21'•10171 17'-10°(1)
560 28'-10" 26'-3" 24'-9" 23'-0" 28'•10" 26'-3" 24'-9" 20'-11"(1)
TJI®230 joists I 110 23'-9" -6" 18_9" 16'-9"(9 21'-8" 18'-9" 17'-1"0) 14'-7'(1)
14" 230 26_4" 3'_9"_ 21'-8" 1.9'-4_(1) 25'0" 21' 8° 19'-9° 17'-1"(1)
_0 2 -9 _ 24'-9"(1,) 21 5"0) 28'-9'_ 26'-3'fli --22'-4°(1) 17'-_10'0)
j 560 32'-8" 29'-9" 28'-0' 25'-211) 32'-8" 29'-9" - -26'-3"f1/- 20'-11.0)
230 29'-2" 25'-5_ 23'_2'._.-20_7"(1)__26'_9" 23'-2" 21_-2°11) 17'-1"11)
16" 360 31'-10" 29_0" 26' 10"(1)_ _21'-5-0) 31'-10" 26'•10"f11_ 22'-4°(1)_ 17'-10°(1)
r25A6" 560 36'-1° 32'-11° 31'-0"(1) 2b'-2°h) - 36'•1" - 31'-6"It1 26'-3°(1) 20'-11°(1)
1
L I i Long term deflection under dead load,which includes the effect of creep,has not been considered.hold italic spans reflect initial
13/8" rdw ; dead load deflection exceeding 0.33'.
' (1)Web stiffeners are required at intermediate supports of continuous span joists when the intermediate bearing length is
117/8" less than 5%°and the span on either side of the intermediate bearing is greater than the following spans:
14' J I® 40 PSF Live Load/10 PSF Dead Load 40 PSF Live Load_/20 PSF Dead Load
TJ
16" 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. 12"o.c. 16"o.c. 19.2"o.c. 24"o.c.
110 N.A. N.A. N.A. 15'-4° N.A. N.A_ 16_0__12'-9"..
230 N.A. N.A. _ N.A. 19'-2" _N.A. N.A. 19-11° _15' 11°
360 N.A. N.A. 24'-5" 19'-6" N.A. 24' S° 20=44°_-16'-3°..
TJI®360 joists j 560 N.A. N.A. 29'-10" 23'-10" N.A. 29'-10' 24'-10" 19'-10"
1
i
?
31/2'
r
I How to Use These Tables General Notes
13/ , 1. Determine the appropriate live load deflection Tables are based on:
11,I/a" criteria. -Uniform loads.
7/16" t4" i 2. Identify the live and dead load condition. -More restrictive of simple or continuous span.
16 I 3. Select on center spacing. -Clear distance between supports(13/4"minimum
I 4. Scan down the column until you meet or exceed the end bearing).
j span of your application. Assumed composite action with a single layer of 24'
TJI®560 joists j 5. Select TJIG joist and depth. on-center span-rated,glue-nailed floor panels for
deflection only.Spans shall be reduced 6"when
floor panels are nailed only.
I Live load deflection is not the only factor that
I affects how a floor will perform. Spans generated from Trus Joist software may
i T exceed the spans shown in these tables because
o more accurately predict floor performance,
use our TJ-Pro'Rating system. software reflects actual design conditions.
• For loading conditions not shown, refer to software
or to load tables on page 15.
I
1
How to Use This Table
1. Verify that floor loading of 40 psf live load and 12 psf dead load is adequate.
2. Determine appropriate LOAD and HOUSE WIDTH. 1
j 3. Locate ROUGH OPENING.
4. Select Parallam®PSL header size.
Rou h Vz House Width
Opening Maximum House Width
Headers Supporting Floor and Roof
s 7 "Izi"d>jr `4r );tHouse, H.:?.'�.� •.2csa Aat (.YA.. :s t'xtlRou'h'Openm "ate �, a r $a�'4i ..3rv:rii ay+�utlzi
$,1Width` x 14" 0° lfs '* 16-3:lt i•W, 'l8 1-3"d
"r pr y r 1 1 s 1 s 1 i 1 1
�-� 3 Iz°x 9 la° 3 li°x 9 la° 3 Iz°x 9 Iz" 3 Iz°x 11 la° 3 Iz°x 14° 3'Iz°x 16° ,�-3?I�x 18i,,•
f. ?r t 24 0'•f i
i++sRoof Load ° +* t x? 51/4"x 91/4' 7"x 9114' 51/4"x 111/4 5'la°x 14° 51/4"x 16'
3r OLL+15DL } r t t 1 t t r,* ,+r -�. ,x w.
�` , ',r y 3 Iz"x 9 14° 3 Iz°x 9 14" 3 Iz°x 11 14" 3 Iz"x 11 Is° 3 Iz°x 14" 3 Iz x�18' ,,.3 Jz°x18•:
rr•; srr +� s 30 0 5�14°x 9'la° 5sla"x 11'14" 7°x 11'la° 51l4°x 14' 54a°x 16°
A i1 �Floor Load:,, t "
` 5 40LLz+`12DC h` 'I 31/z°x 91/4" 31/z'x 9'/4" 31/z"x 111/4" 3Vz°x 14" 3Vz°x 16'- �31/z''x 18" 51/4'x 18°
IFc N 1 4 5114"x 9114" 5114"x 11114" 5114"x 14° 5114"x 16" 7°x 16°
,e,'�� 6x � '� 31/z°x 91/4" 311z°x 91/4' 311z°x 11114° 31I2°x 1171a" 311z°x 14" 3112°x 16° 31/z'x 18'
. " -124' 0 e b
JRoof Load'7
�o� i 5114°x 9114° 51I4°x 11114° 5114"x 117/8" 5114"x 14° 51/4°x 16°
A Z k420LLz+20DLI� et ty 0,dig 3112°x 91/4' 3Vz"x 91Iz° 3112"x 11114 31/z"x 14" 31/2°x 16' 31/2"x 18" 51/4'x 16"
" Awti s 30'
' 'Floor Load 5114"x 9114" 51/4"x 9114" 51/4"x 111/4" 5114"x 14" 51/4'x 16"
'40LLs`+12DLO 31/2"x 91/4" 31/2"x 111/4" 31/2"x 111/4 3112°x 14° 3112°x 16° 3'/z"x 18" 51/49 x 18°
9 `1nrC�a7l4 -y 5114°x 9114" 5114"x 9112" 51I4"x 11114" 51/4"x 14" 5114"x 16" v7"x 16°
M L%• t "tyy,'[i 3'/2"x 9114° 31/2"x 9114" 3'I2"x 9'/2" 31I2"x 111I4" 31I2"x 14" 31I2"x 16" °31/2°x 18°
+ 124 0.
"»,Roof Load 51l4"x 91/4" 7"x 91/4" 51l4"x 111/4" 5114"x 14" 51/4"x 16"
Ri25LLr+15DL' 31/2"x 91W 3112"x 91/2" 31Iz"x 111/4" 31/2"x 14" 3112"x 14° 311z°x 18°- 5114"x 16"
` 5114"x 91/4" 51/4"x 111/4' 7"x 111/4" 51/4'x 14"
1 Eloor,M. d
140LLr+12DL'l 1 x U`'" 311z"x 9'14° - Vz"x 11 14" 31h"x 111/4" 31/2"x 14" -31/z°x 16°� '3Vz'x 18 '�511a'x 18'"
e36r0•.t, 5/4"x 9/4' S/4"x 9/4' S/4'x 11 /4' S/4"x 14° 5 14°x 16° 7°x 16°
: sf fs 1 1 1 1 1 1
3: sn n1'r'Y f�Z4�•� 3'/z"x 91/4" 31Iz"x 91/4' 31/z"x 111/4" 31/z"x l l z/s" 311z"x 14" 3112"x 16' 311z'x 18'
y` y LRoo f Loa y;,i+► ., 5114"x 9114° 5114"x 11114° 51l4"x l lzls° 51/4"x 14° 5114°x 16°
1'30LL-+15DL• H, r 1 1 1 1 1 1 1
tY 30 O� 51/4"x 91/4" 5'14"x 91/4" 51/4'x 111/4" 51/4"x 14" 51/4"x 16" 7"x 16°
y 31z°x 9 14" 3 Iz°x 11 14" 3 Iz"x 11 14° 3 Iz"x 14° 3Vz'x 16' 3Vz'x 18° 5'l4"x 18°
c fjFloor Loadf^
v 40LL+121)0 44 4 31/2"x 91/4' 3Vz"x 111/4' 31/2°x 111/4° 311z°x 16° 3Vz°x 18" 51/4°x 18'
51/4'x 91/4" 7"x 9114" 51/4"x 1 P/8' 51/4"x 14" 51/4"x 16" 7"x 16°
' 1ti +a r�, s•„,+ 1 1 1 1 s 1 1
4 e 1 r 3 Iz"x 9 14° 3 Iz x 11 14° 3 lz"x 11 14" 3/z"x 14' 31/z"x 16" 311z'x 18" 5'I4"x 18"
t.
° Roof Loadli, 24-� s 5114°x 9114° 5'14"x 9'14" SV4°x 111/4' 5114"x 14' 51/4'x 16" 7"x 16"
tRoorioad
0L' 15DL'£ 7 1 1 s 1 1 s 1 s s s
; �1r + �* 4 "! 3Iz°x9/4' 3Iz°x11 /4° 3Iz"x1114° �3Iz°x14" 3Iz'x16° - 514°x16° "5/4:x18'
w Z 30-0""^
f' ^'2 4 " 51/4"x 9114' 7"x 91/4" 51/4"x 117/8" 51/4°x 14' 7°x14° 7"x 16"
� L'`+,;j2DL's z• 311z'x 111/4' 31/z°x 111/4' 3'lz°x 14° a 3Vz°x 16° 5114°x 16' Ssla'x 18' 7°x 18"
jp # s36'-0"t i i 1 '4"x 111/4° 51I4"x 14" 7"x 14" 7"x 16"
,. ; 51/4"x 91/4" 514°x 9 Iz° 51
ti
General Notes
w Table is based on: Bearing Requirements
• Uniform loads. Minimum header support to be 2 trimmers(3")at ends and 7112" at
continuous span supports.
• More restrictive of simple or continuous span.Ratio of short span to
Shaded areas require 3 trimmers(4112")at ends and 111/4" at continuous
long span should be greater than 0.4 to prevent uplift.
span supports.
• Roof truss framing with 24" soffits.
• Wall weights of 80 plf.
• Deflection criteria of L1360 live load and 1-1240 total load at floor.
Also see General Assumptions on page 3.
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• PHILBROOK
i ENGINEERING FIELD REPO RT/WORKSHEET Project No:
107.B:ACR STREET
—'«n•� --- ---------I - Sheet _No_—�=of
MEMO FOR.RECORD: 20 July 2004
Subject: Joists/Headers/Main Beam -Garage & Bedroom Addition
Location: KENNEY, 79 Pioneer Path, West Barnstable, MA
IBuilder: C.H. Newton, Inc. Project No: PO4-28
i
DESIGN/CONSTRUCTION REVIEW CRITERIA:
I 1. The beam design analysis is based upon the following loads IAW Chp. 16
i of the State Building Code, 6th Ed. Loadings reflect live and dead load
tributAry contributions:
Roof& Ceiling (Live & Dead) = 25 & 20 Ib/sq ft for 6112 pitch
i Roof(Live & Dead) = 15 & 15 Ib/sq ft for 12/12 pitch
2nd Floor(Live & Dead) = 30 & 15 Ib/sq ft for 5/8" GWB ceiling
Steel Beam (ASTM Grade 36) = 45 lb/If
j 2. Work calls for continuous 2"x 8"floor joists running over a dropped W10x45
-- steel beam supported on PSL posts in the wall framing. The entire underside
of the ceiling/beam in the garage is to be covered w/5/8" Firecode GWB. In
the front are a pair of LSL headers w/ double jack studs. No changes are re-
quired of the foundation.
3. Key.& Supplemental Construction Notes follow:
#1 - 2"x 8" floor joists @ 16" o/c. These are run CONTINUOUS wall-to-wall
#2 - Dropped W10x45 steel beam w/ 2"x 8" nailing sleeper bolted to the top
#3 - 3.5"x 7" TJ-W 1.8E PSL columns. Bolt the bottom flange of the W10x45
ko the top of each post w/a pair of 1/2"x 6" lag bolts
#4••.'3.5"x 9.5" TJ-W 117E Timberstrand LSL garage door headers
#5 - Provide 2/2"x 4" double jack studs at garage door openings
#6 -• Provide full wrap of beam w/ 5/8" GWB
#7 Front slope rafters to be 2"x 10" KD SPF @ 16" o/c
#8 - Ceiling joists to be 2"x 8" KD SPF @ 16" o/c
49,- Dormer rafters to be 2"x 8" KD SPF @ 16" o/c
i #10 - Main Ridge - 2"x 10" KD SPF or non-bearing continuous 1.75"x 9.5" LSL
#11 - Lay-on roof construction to be 2"x 8" KD SPF @ 16" o/c
#12 .- Existing gable wall to become bearing wall
i #13 - Delete valley rafters
#14 - Provide 1"x 8" spruce nailing ledger for lay-on roof set
i T. VARNUM PHILBROOK, P.E.
Philbrook Engineering
2 Encls. - Sic-ets S1 & S2 wi Key Numbers
Pp •-Z�
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T. VARNIii�
o MEILBROOK
CHANICAL
.i
No. 30690
• I fl
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I
IMPORTANT-UPGRADE REQUIRED
STATE BUILDING CODE REQUIRES THE UPGRADING OF
SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN
• ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED.
1 'NOTE: A SEPARATE'PERMIT IS REQUIRED FOR THE
d�.{�G 1, {�A INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL
MA.5. ..9 .S.v rrE/gAKAQS ADD ITIO� PERMIT DOES NOT SATISFY THIS REQUIREMENT.
- SN4pK DETECTORS REVIEWED
_._FRONT.BI-EVAl0W <��r*� -_SIoO gwmoN"(Now f�1�1 �)
— T BARNSTABLE BUILDING DEPT, DATE
FIRE DEPARTMENT DATE
'••yw.cw n w.cx erunuu;
® —_- ry 4 irAR,o se vxnQdwR BOTH SIGNATURES ARE REQUIRED FOR PERMI777 G
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SECOND FLOOR FRAMING PLAN FOUNDATION PLAN
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KENNEY ADDITION for NEWTON BUILDERS ILTWOM9LT' �q FOUNDATION FRAMING PLANS 1/4"=1'Ot'
79 PIONEER PATH,W.BARNSTABLE,MA.,02630 (S09)540.4423 eApedAd S
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JOB _iIAIEV 79 Pron�ES I��TH
C. H. NEWTON BUILDERS, INC. SHEET NO. OF
P.O.Box i:EL ;U 0
. Falmouth,Massachuusese tts 02541 CALCULATED BV _1 S7Z GATE
(508)548.1353 FAX(508)548.5330
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' JOB
C. H. NEWTON BUILDERS, INC. SHEET NO. OF 3
P'.0.Box 922
Falmouth,Massachusetts 02541 CALCULATED BY �S rZ DATE
(508)548.1353 FAX(508)548.5330 CHECKED BY DATE
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C. H. NEWTON BUILDERS, INC. SHEEP NO. � of
P.O.Box s Z DATE
Falmouth,Massachuseusetts02541 CALCULATED BY
(508)548.1353 FAX(508)548.5330
' CHECKED BY DATE
SCALE
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TOWN OF BARNSTABLE Permit No. .333.9.3......
BUILDING DEPARTMENT
t ....n
TOWN OFFICE BUILDING' Cash
�'�taur HYANNIS.MASS.02601 Bond
CERTIFICATE OF USE AND OCCUPANCY
Issued to Greenbrier Corp.
Address T,nt 414 . 79 Pioneer Path
West. Barnstable, Mass.
USE GROUP FIRE GRADING OCCUPANCY LOAD "
THIS PERMIT WILL NOT 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.
No.vember. ..16, 19 89
... ....... . .......
Build Inspector
k°
��.:� °•yew TOWN OF BARNSTABLE
BUILDING DEPARTMENT
_ >AHIfT = TOWN OFFICE BUILDING
' rua
�9 'e19• `� HYANNIS, MASS. 02601
MEMO TO: Town Clerk
FROM: Building Department
I
/�-
DATE:
An Occupancy Permit has been issued for the building authorized by
BuildingPermit $k.. _._...._._. --? ......................................... .......... .._......�. ......_ _.._.... .._
issued to ..._ .... .... ��Jl/,!!�/, _ 1.��� . ....._.......... .........._.......... . ... ._..
Please release the performance bond.
s.� r.ar..% '�'7 :rSI -:ay,,.�µ,r,•i, �t.. a'`'"iti'1;9: ,C,,.otl ' rfti.:• - •- sr, r..-•ra'; tr.•aW
TOWN dFVARNSTABLE, MASSACHUSETIS BUILD'Ngc. ��
A-128-004.W00 T,
DATE _'r.!'Noyember 19' A9 PERMIT NO. N9 33'3�53
APPLICANT QG117er ADDRESS Owner•-
(NO.) (STREET) (CONTR'S•LICENSEI -
PERMIT TO Build dwelling (1 ) STORY_ Single family dwelling NUMBER
OF
UNITS 1(TYPE OF IMPROVEMENT) NO. (PROPOSED USE)
AT (LOCATION) lot #14 79 Pioneer Path, Went Barnstable ZONING RF
(NO.) (STREET) DISTRICT—
BETWEEN
AND
(CROSS STREET)' (CROSS STREET)
SUBDIVISION LOT BLOCK SIZE
BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT, IN HEIGHT AND SHALL CONFORM IN,CONSTRUCTION
tO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION
(TYPE)
r REMARKS: Sewage #89-517
' AREA OR BOND
VOLUME 768 sq. ft. ESTIMATED COST' $ 45,000 FEEMIT. 61.50
(CUBIC/SQUARE FEET)
OWNER Greenbrier Corp. -.\ •:•}:„; .
ADDRESS P.O. BOX 510 Centerville, MA 0" BUILDING DEPT.
BY
. r
) OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. -�q-� M40' ONDIT IONS
MINIMUM OF THREE CALL INSPECTIONS REQUIRED FOR APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE
'
I ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR
( I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE ELECTRICALOF OCCUPANCY IS RE- MECHANICAL;INSTALBIAG AND
z. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL
MINAL INSPECTION
TI TO BEFORE
FINAL INSPECTION HAS BEEN MADE,
3. FINAL INSPECTION BEFORE
OCCUPANCY.
POST THIS CARD SO IT IS VISIBLE FROM STREET
BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVAIS
— _ — CLECTRICAL INSPECTION APPROVALS
1
2 ---- — —
2 2 \
NoV /Z, 89
� a 2
3 HEATING INSPECTION APPROVALS ENGINEE G DE P TM NT
1
OTHER 2
U v Q166W olkpo ^evs". BOARD OF HEALTH
(��p ll� f 1 -/�P.�9
WORK SHALL NOT PROCEED UNTIL THE INSPEC- P E RM 17 'tV!L L BECOME NULL AND VOID IF CONSTRUCTION TOR HAS APPROVED THE VARIODU INSPECTION$INDICATED ON THIS CARD CAN BE
HES STAGES OF I WORK IS NOT STARTED WITHIN SIX MONTHS OF 'DATE T CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. ARRANGED FOR BY TELEPHONE OR WRITTEN
N011FICAI IUN.
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THIS PLAN IS NEITHER INTENDED NO. 'DATE DESCFdPTION BY
FOR, NOR SHALL IT BE USED FOR AS—BUILT FOUNDATION PLAN—LOT /
MORTGAGE LOAN PURPOSES. P,oMEER P4rH
4��K or".4` SCALE: * D JOB N0. /�ZO
I CERTIFY AT THE FOUNDATION 40
610
SHOWN 0 I N I LO ATED �`�' PAUl-A.
ON THE G AS C D.
Oj No. ICst) I`
IM, BIDRBDGB k 1AGN11x 00CIA1ffi INC.
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O CHANGES
:l so+o ire w.ET-L•4'D /W+s-'�'dio►f .cam
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N OF BARNST LE2. 2-Bu Inspection Department
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Assessor's offioe (1st floor): d� �d THE To
7 G�/
Assessor's map and lot number ......... ....:...
Board of Health 13rd floor): r/ ��� ava���� � ! •
Sewage Permit number .......Q.......�........�Lr3 {...-. ....... pp g
g LJ j r �✓ d���®�AI� �� d� t PAUST&BU,
, - As&
Engineering Department (3rd floor): 0WN REG ®® 1 39• •�
House number ........................ ............ ....�� ......... N� o MAY
APPLICATIONS PROCESSED ,8:30-9:30 A.M, and 1:00-2:00 P.M. only
TOWN 'OF BARNSTABLE
BUILDING : INSPECTOR
APPLICATION FOR PERMIT TO ........C.v.N, TizuCT /��„� c LNG
.............................................................................
TYPE OF CONSTRUCTION ,.,5r.vlrCt .... wov> Z�M(
.......................1 4..............19.... �
TO THE INSPECTOR OF BUILDINGS:
The undersigned hereby applies for a permit according to-t�hje following information:
�.. .. /'� ��uvEEK ��Jfd �, /�/�K.yStP/SLL<
Location .................................. .... .................. .... .....r...................
Proposed Use t� ,,-^-41 c
Zoning District .....
D.................................................................Fire District / '
Name of Owner �"te �S.rtE< (fOle �?d . cx 5/d �r</V're.K".rLc
.............Address ................../. ...................:.........................................
3( tI
Nameof Builder ....................................................................Address ....................................................................................
Name of Architect ..............�!LA..........................................Address ...............4 4
. ................................................................
Number of Rooms ................Foundation rV A.t-0 C0 AIC kU;re'
®.......{........................................... .......................................................................
Exterior .......��:.�..�!..5 / S l h(-f Roofing............. oofin ..........,/... ................................................................
vrN
Floors .........e.........�............ ............Y.. .................................Interior .......s,vEt'iz.dG........................................................
Heatingw r' /3�? �r�S
........... ...................... ......................................:........Plumbing .......................................x../.`......................................
Fireplace ..........AM................................................................Approximate Cost ........ ..fl(.t.:...........................
Definitive Plan Approved by Planning Board ____A ______7__._______19 0__/ . Area (.. .... ....�
Diagram of Lot and Building with Dimensions Fee .............................................
SUBJECT TO APPROVAL OF BOARD OF HEALTH
3 z X Z4 (Urt
OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS
I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above
construction.
Name ......k*k.... ../. • •............. .....................
Construction Supervisor's License .............f........... .7..
GREENBRIER CORP.
No Permit for ....$.t.Q.V.Y.............
..... . .. ..D
.W ..........
Location .... .........79...Piojae.er..Path
. .............West...B.ar.ng.t.db.j.e..........................
.... .. .. .. .... ..
Owner ....G...r...ee....n...br....i.e...r....Cg.r p.,.....................
Type cif-Construction FXAMe.............................
...............................................................................
Plot ............................. Lot ................................
November
Permit,Granted ............................. ..:.jq 89
Date of Inspection ....................................19
t. Date Competedy ...//-.7/ &......19
Town of Barnstable
�p THE
Regulatory Services
• Thomas F.Geiler,Director
iARNSTABIX
1'�: ,0� Building Division
lfD►^��a Tom Perry,Building Commissioner
200 Main Street, Hyannis,MA 02601
Office: 508-862-4038 Fax: 508-790-6230
PERNIIT# FEE: $
SHED REGISTRATION
Q i20 square feet or less Q
P1 Dyiew
Location of shed(address) Village
c
fiC6 j S o q 7,8 - q 6
Property er s name Telephone number ` N �,',
Z o a ypf S z _0 z
Size of Shed � Map/Parcel# �
Co
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N rn
Z6
Signature Date
Hyannis Main Street Waterfront Historic District?
Old King's Highway Historic District Commission jurisdiction?
Conservation Commission(signature required) ZpUZ,
PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE
COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE.
PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS.
THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN
Q-forms-shedreg
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TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map Zg Parcel 00 4 01S Permit#
Health Division Date Issued
Conservation Division _�N�0419 Fee sc 00
-'� Tax Collector
-�Treasurer
Planning Dept:
Date Definitive Plan Approved by Planning Board
Historic-OKH Preservation/Hyannis
Project Street Address
village Owner ktiR Address A1gLL1r �ir,f�• lip.. �iarnl���C OU69
" Telephone (50 ) III,g - 4639
Permit Request r ire (L"V,
Square feet: 1 st floor: existing b proposed 2nd floor: existing 6I L proposed Total new
•Estimated Project Cost 0 Zoning District Flood Plain Groundwater Overlay
Construction Type Cc��
Lot Size .0 1 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation.
Dwelling Type: Single Family ell/ Two Family ❑ Multi-Family(#units)
Age of Existing Structure 10 N �. Historic House: ❑Yes Ao On Old King's Highway: 0 Yes O/No
Basement Type: &Full ❑Crawl ❑Walkout ❑Other
Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Q(6
Number of Baths: Full: existing Z new Half:existing new
Number of Bedrooms: existing Z new
Total Room Count(not including baths): existing new First Floor Room Count
I
Heat Type and Fuel: dGas ❑Oil ❑ Electric ❑Other
Central Air: ❑Yes Coo Fireplaces: Existing New Existing wood/coal stove: ❑Yes dNo
Detached garage:O existing ❑new size Pool:O existing O new size Barn:O existing 0 new size
Attached garage:O existing 0 new size Shed:O existing Cl new size Other:
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑
Commercial ❑Yes ❑No If yes,site plan review#
Current Use Proposed Use
BUILDER INFORMATION
` Name d Telephone Number �3 3 - GU 31
Address License#
Home Improvement Contractor#
Worker's Compensation#
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE DATE 1130 191
FOR OFFICIAL USE ONLY �, - • '
PERMIT NO.
DATE ISSUED ,
MAP/PARCEL`NO. '
ADDRESS VILLAGE
OWNER
DATE OF INSPECTION: +
n
FOUNDATION ;
FRAME
INSULATION '
P r
r FIREPLACE
ELECTRICAL: ROUGH FINAL -
t _
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL
FINAL BUILDING
DATE CLOSED OUT
ASSOCIATION PLAN NO.
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""- The Commonwealth of Massachusetts
-=- -
a _----- : -"- Department of In Accidents
,� Office 01/etiest/989055
-- 600 Washington Street
-�=-..ems; Boston,Mass. 02111 -
. — Workers' Com ensation Insurance davit . .
i i %%
name- P010 nerd
location: 4 q P,'o�txy PdA L
ci 6JQ. ak,4J 4 Dhone# 1A_g0q
I am a homeowner performing all work myself.
❑ I am a sole proprietor and have no one worlds in any acity
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working on this ob.
tion for my 1 wo
ensa
. workers co J
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com an v n atn .
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insurance co.
❑ I am a sole proprietor a tracto , eo ( ' one)and have hired the contractors listed below who
have .
the following workers' compensation polices:
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Fafinre to accnrs coverage as required mmder Section ISA of MGL 152 can lead to the Imposition of criminal penalties of a fime up to 51,500.00 and/or
ons year,'imprisonment as weII as dvfi penalties in We form of a STOP WORK ORDER and a fine of 5100.00 a day against me. I understand that a
copy of this statement may be forrarded to the Office of Ltvestlgations of the DIA for coverage verificafloa
I do hereby certi under the p . and penalties of perjury that the information provided above is trw.and correct
SignatureW DateI A0 — .
Print name Phane#
official use only do not write in this area to be completed by city or town official
city or town: perasitJlicense 0 ❑B�dlding Department
. ❑Licensing Board
❑checkifimmediate response is required ❑Selectmen's Office
C3Health Department
contact person: phone#; - ❑emu
Oevivad 9/95 PIA) .
r
FIKE A
The Town of Barnstable
r •
• BARNSTABM •
9� MAS& �0� Department of Health Safety and Environmental Services
1 �9. a Building Division
367 Main Street,Hyannis MA 02601
Office: 508-862-4038 Ralph Crossen
Fax: 50&790-6230 Building Commissioner
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: ' 'c`2.(�Ian Estimated Cost
Address of Work: 4 q INAA ou, PLV(-AaVt, MA 0-L 6 6 6
Owner's Name: �� J , VN n�
Date of Application: H I m
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
wner 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:
Date Contractor Name Registration No.
gm R
Dat Owners Tae
q:forms:Affidav:
rw�
• 9�tdT9� ,e8 .
Office: 508-8624033 Ralph Crossen
Fax: 508-790-6230 Building Commis:
HOMEOWNER LICENSE EEMpTION
Please Print
Z 1(�9
n 1 1^
JOB LOCATION:
number ascot wee
"HOMEOWNW. t tiflnW o_ �6 4 zQ S ybo
am= phone 1 wYorik phone o
CURRENT MAILING ADDRESS: 4/,M^P
eaynown Me cep code
'clue current exemption for was extended to include owner-necunied dwelIinU of six units
or less and to allow homeowners to engage an individual for hire who does not possess a license,
thin the owner act ere=eMsor.
DEMMON OFHOMEOWNER
Person(s)who owns a parcel of land an which he/she resides or intends to reside,on which them is,or is
intended to be,a one or two-family dwelling,a mehed or dtuached structures accessory to Mich use andlor
farm stracmres. A person who constructs m r ,than one home in a two-Year period shall not be considered
a homeowner. Such"homeowner:'shad submit to the Bniiding Official on a form acceptable to the
BuildingOfficial,that * hed under the —"
(Section 109.1.1)
The undersigned"homeowner'assumes responsibility for compliance with the State Building Code and
other applicable codes,bylaws,rules and regulations.
i
The undersigned"homeowner:'certifies that helshe understands the Town of Barnstable Building
Department minimum inspection procedures and requirements and that he/she will comply with said
procedures and requirements.
Slgam=of
Approval of Building Official
containing 35,000 cubic feet or larger will be required to comply
Note: Thrte-family dwellings
with the State Building Code Section 127.0 Construction Control.
HOMEOWNEit'S ECOMTION
,U Code stag that .Any homeowna p ff fo �a lcniIding percent is requited shall be ezempc from
the provisions of tbis section(Scctkm 109.1.1.I.iocascrg of can Supervuois).provided that if the homeowner engages a
pason(s)for hire to do such worik.thatsuch Homeowner ah"act as r the nsibilities of a supervisor(see
Many ltomeownes who use this C=q)don are t MMM that they rue assutaing t�Po
Appendix Q.Rules&Regnladons for Licensing Construction Supevisots.Section 2.15) This lack of awareness often ztsults in
serious problems.pa=datiarly when the homeowner hires unuccesed pcmonL In this case.our Board cannot procczd against the
ualiceased person as itwould with a licensed Supervisor. The homeowner udng as Supervisor is uidmudy responsible.
• To Castor that the homeowner is fully aware of his/her responsibilities.maaY wmnunWcs ttum pan of the petrrric
application,that the homeowner comfy that he/she understands the responsibilities of a Supervisor. On the last page of this issuc is
a form cuttsatly used by severai towns. You may cart:to amend and adopt such a formlcadficanon for use in your community
Q:FORMS:EaMFTN
ESTIMATED PROJECT COST WORKSHEET
Value
LIVING SPACE square feet X $55/sq. foot=
GARAGE (UNFINISHED) square feet X $25/sq. foot=
PORCH square feet X $20/sq. foot=
DECK square feet X $15/sq. foot=
OTHER F"ct, �14.(R� - square feet X $??/sq. foot=
Total Estimated Project Cost Sow
g990915b
780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS
ONE AND TWO FAMILY DWELLINGS-CHIMNEYS,FIREPLACES AND
SOLID FUEL-FIRED APPLIANCES
Figure 3610.4.1a
FIREPLACE AND CHIMNEY DETAILS
BOND
BEAM
WOMAR CAP _ LPSOP r CAP '
q ® E
BitlOC gLOOK
EZACIIVE C O
p ROE AREA —� CEF1Jt4lti
0 0 .
BOND 40 Q
t
MOT OF FRMACE
Opa"
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S
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CAP
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K
BOIm
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ANL
j
NORIZONIAL
RS ORCC Dm R
i MASONRY V7TKAL
.WALL iCO\
_ _ ANCHOR STRAP
Y TI4CO/E4 TIE CLEARANM
Ad \ .
N FARCE WITH tTIDI 1 1/Y-IW.OROIR
YORfAR oo _ R BEItMEE11 4-CON=IE
MATERLAIL S MASONRY
AND CLAY FLUE
EACH STPAP
• FLLE UNVt
sty M
O otwaEx
MpatIH I S•,MIN.AT BACK OF
YCRTARR SMOKE CHAATBER
. t HDt�dRAL .
VERDW. o J
RtaaoRaNe F
FIRIMOX WALL t2- L �PL
/
tat I
ttEARM ICARTH 2z THIM
I tttt BDmT; .
20-Fmt C I NK N
Fm»rtBac tuAatH
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AOOO� D�ANM I FDON70 tNDTN e-
RONFOROM
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F9OMO �8 T ...r;.,l. BN vNb�uaEAL
• MtDDI _ CONCRth
A24Dump
F'OOIDIC
OpnONAL
CIEM OOT BRICK FIREBOX AND CFDMNEY— BRICK FIREBOX AND BLOCK CMUNEY—
SECTIONAL SIDE VIEW ON WOOD FLOOR SECTIONAL SIDE'VIEW ON CONCRETE SLAB
12/12/97 (Effective 8/28/97) 780 CMR-Sixth Edition 603
Assessor's offioe,',(1st0lo6r): E
jC�
Assessor's map ,and lot number ro
g G
f Health (3rd floor):Sewage
ew ' p f}
Sewa a Permit number ................. .............. Z EAUST&DLE, .
� oo hr Engineering Department (3rd floor): 69•
House number .......................................... ..........
y .. oYPr 0� F.
APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only
TOWN OF BARNSTABLE
BUILDING INSPECTOR
APPLICATION FOR PERMIT TO ......+... N...�� �r N G
TYPE OF CONSTRUCTION ...S 1:"iG—C......... y
�TO THE INSPECTOR OF BUILDINGS: !( ,
The undersigned hereb`y� applies for a permit
/naccording to the following information:
Location �'.............��. . ................j. ... .....,................... ...........................................................................
Proposed Use ��'�rc .
Zoning District ................. Fire District ....................................+.........................................
Name of Owner .....'!:...... .............oel�? /?D �o� s/o �rtisf,t�tcrf
.................Address .....................................................................................
Nameof Builder ....................................................................Address ....................................................................................
Name of Architect ..............NIA..........................................Address ................IV
...............................................................
K+ -
Number of Rooms ..........:.......................................................Foundation .....r1010 U L t 0 co.&/c X-C i<
....................................................................
Exterior ..........................................Roofing ..........,/. . .... .........................................................
Floors e lrcz/ : r^ 1 C si�E c--rd 0C4A
.................................I............`......................................Interior
Heating ...........a.�....�........ ...........�................................Plumbing
Fireplace .......... �..p ................................................................Approximate Cost .............;...,.. ......�...:..:.........................
Definitive Plan Approved by Planning Board ---------19 _7. Area /.. S� ".............................
Diagram of Lot and Building with Dimensions Fee ........�....../ v
. .. ..........................
SUBJECT TO APPROVAL OF BOARD OF HEALTH
3Z \5�
' f
I'
OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS
I hereby agree to conform to all the Rules and Regulations of-the Town of Barnstable regarding the above
construction. f
Name ...... .. ...... V.,�i � ..................
Construction Supervisor's License .,.. .CV/.!.... .. ..
/
GIIIEENBRIER CORP A=128-004.W00
f
No fo... Permit .. ...Story...........
Single Family..Dwelling..........
Single .....
Location ... ....#14 :P.ip.n.Qe.:r...PAtb:
.....................We.s..t.. Barnstable...................
Owner ......Gr.e.en.bKier Corp.
.....Greenbrier.... .. .................. ....................
Type of Construction ..EXAMQ..........................
...............................................................................
Plot .............................. Lot ................................
Permit Granted ....Np;v.em.b.e.r....1.3.,....lg 89
Date of Inspection ....................................19
Date Completed ......................................19
7