HomeMy WebLinkAboutBLD07-1971
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BIJILDING PtrRMIT
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-s09s
Project Information
Permit Type Residential - Accessory Dwelling Unit
Site Address 3124 HAINES ST
Project Description
Convert basement to ADIJ
Permit #
Project Name
Parcel #
BLD07-197
991 1 0001 s
Fee Information Project Details
Dwellings - Remodel @20%800 SQFT
Project Valuation
Building Permit Fee
Energy Code Fee - New Single
Family Unit
Mechanical Permit Fee per Dwelling
Unit - New Residential
Plan Review Fee
Plumbing Permit Fee per Dwelling
Unit - New Residential
State Building Code Council Fee
Technology Fee for Building Permit
Record Retention Fee for Building
Permit
$1s.224.00
279.25
100.00
150.00
l8l .51
150.00
4.50
5.59
10.00
Total Fees $880.8s
Conditions
10. Propefiy comer suryey pins must be located at time of foooting inspection to velify setbacks
Call 385-2294 by 3:00pm for next day inspection.
Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180
days. Work is verified by obtaining a valid inspection.
The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify
that the infornration provided as a part of the application for this pemrit is true and accurate to the be st of nty knowledge. I further certify
that I arn thc owner of the property or authorized agent of the owner.
Date Issued
lssued 81,:
t0/08t2007
SWASSMER
Print Name [r/tcs{ Atu LcI)otvl^
)
BIJILDING PtrRMIT
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-s09s
Project Information
Permit Type Residential - Accessory Dwelling Unit
Site Address 3124 HAINES ST
Project Description
Convert basement to ADU
Permit #
Project Name
Parcel #
BLDO7-r97
991100015
Names Associated with this Project
Type Name
Applicant Ledonna Michael
Owner Ledonna Michael
Contractor Blue Heron Construction
Contractor Blue Heron Construction
Contact Phone #
License
Type License # Exp Date
Jonathan Boughton
Jonathan Boughton
(360) 38s-2466
(360) 38s-2466
CITY
STATE
504 12t31t2007
BLUEHCC r 09t 08/l 9/2008
*,<T< SEE ATTACHED COND]T]ONS ***
Call 385-2294 by 3:00pm for next day inspection.
Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180
days. Work is verified by obtaining a valid inspection.
The granting of this pernrit shall not be construed as approval to violate any provisions of the PTMC or other laws or legulations. I certify
thattheinfornrationprovidedasapartoftheapplicationforthispermitistrueandaccuratetothebestofnryknowledge. lfurthelcertify
that I am the owner of the property or authorized agent of the owner.
Datelssuetl: 10/0812007
Issued B1': SWASSMER
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ADDRESS 3124 HAINES ST
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CITY OF PORT TOWNSEND
PERMTT ACTIVITY LOG
DATE RECEryEDPERMIT #
SCOPE OF WORK:
DATE ACTION INITIALSq- t^ -^-7 ENTERED TNTO CHET
CA - to Planning - No evidence
CHECKED FOR COMPLETENESS
q- tb"D7 .,o O,tl f-
A u nA{1.Itl/t:,/t/tt>'t'LncJ ka:'r/reuJ * ,$f/i/tact:t\{tc f{
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CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
tr'or inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want
the inspection. For Monday inspections, call by 3:00 PM Friday.
l,l - 20 -6-7DATB OF INSPECTION:
SITE ADDRESS:
PROJECT NAME:
CONTACT PERSON:
TYPE OF INSPECTION:
NUMBER
CONTRACTOR:
PHONE:
u
I
! APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
proceeding.
Inspector Date
Approved plans and permit card must be on-site and ovailable at time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
)
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want
the inspection. For Monday inspections, call by 3:00 PM Friday.
I I - 2- O-l pERMrr NUMBER: BLO 01- lq1DATE OF INSPECTION:
SITE ADDRESS:_3r:4 #a.tn€-q
PROJECT NAME: l,-ao n nr COTTRACrOR:
CONTACT PERSON: .[ \, n PH
Rlrrq.l-leron
oNE: lo47 35 lAJ
TYPE OF INSPECTION:6h t13
N APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
proceeding.
Date
Approved plans and permit card must be on-site crnd avoilable at time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want
the inspection. For Monday inspections, call by 3:00 PM Friday.
DATE OF INSPBCTIoN: I {.j\'.31 - 01 PERMIT NUMBER:
L 1
SITE ADDRESS:.4t p4 *orne-s
PROJECT NAME:Lo"0 9NNo-^ CONTRACTOR:lAlue j-leren
CONTACT PERSON:Do,n PHONE: 647 isto
TYPE OF INSPECTION:I n *r r ln-fi nrn-
)
@
! APPROVED N APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
proceeding.
Inspector (*Date
Approved plans and permit card must be on-site and avoilable at time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION RB,PORT
For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want
the inspection. For Monday inspections, call by 3:00 PM Friday.
DATE OF INSPECTION:7-o7 PERMIT NUMBER:Bc>07-/q7
srrE ADDRESS: 3 I Z4/ 4n'A / Et
PROJECT NAMB: I^ Tf,IJU4 CONTRACTOR:
CONTACT PERSON:
TYPB OF INSPECTION:gL eLFz-t'4(--
k)#Tn
PHONE: 3 3-3=Lo(4L
9tt
zi a_s
! APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
proceeding.
J
Inspector Date
Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
CI
ReceiptNumber: ffi
BLD07-197
BLD07-197
BLD07-197
BLD07-197
BLD07-197
BLD07-197
BLD07-197
BLD07-197
991 10001 5
991 10001 5
eeiroool5
991 100015
991 100015
991100015
991 I 0001 s
991 t0001 5
$181.51
$5.59
$100.00
$4.50
$150.00
$150.00
$279.25
$10.00
Total:
$31.51
$5.59
$100.00
$4.50
$rs0.00
$rs0.00
$275.25
$1q.0,9
$730.85
$0.00
$0.00
$0.00
$o.oo
$0.00
$0.00
$0.00
$0.00
Technology Fee for Building Permit
Fnergy Gode Fee - New Single Famil
State Building Code Council Fee
Plumbing Permit Fee per lhvelling l.
Mechanical Permit Fee per Dwelling
Building Permit Fee
Record Retention Fee for Building P
-0825
HECK
07
c
A9/18I2OO7 Plan Review Fee
7672
Total
$150.00 BLD07-197
$ 730.8s
$730.85
genprntrreceipts l%ge 1 of 1
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5.279,97
Paqe: 1 of 2'niastzaal la.ste
NTIT 41 AA
City of Port Townsend
Development Services Department
250 Madison Street Suite 3
Port Townsend, WA 98368
NOTICE TO TITLE
Grantors: Michael LeDonna and Nicole LeDonna
Grantee: City of Port Townsend, a Washington municipal corporation.
Reference: City Permit Number BLD07-19 7
Legal description: The Grantors own the following described real property:
Rosewind Planned Unit Development, Parcel 15
Assessor's Parcel Number 991-100-015 '
3l22Haines Street
NOTICE IS HEREBY GMN to the Grantors/Owners of the above-referenced real property,
to potential purchasers and future owners, to agents or representatives, and to any other
concemed person or entity:
l) The Grantors, Michael and Nicole LeDonna, have applied for the above
building permit to remodel and basement into an accessory dwelling unit
(ADU) that would share utilities with the single-family residence at3122
Haines Street. The ADU would have an address of 3124 Haines Street.
In addition to the two on-site parking spaces required for the single-family
residence, one additional space for the ADU will be provided either on-
site, or as an improved public on-street space if approved by the Public
Works Director (per PTMC Table 17.72.080 as amended by Ordinance
293e).
2)The Port Townsend Municipal Code (PTMC) requires that the property
owner reside on the subject property, in either the principal residence or
ADU in order to rent or lease the other unit. A one-year hardship waiver
may be granted by the City in accordance with PTMC 17.16.020.C.2.
Additionally, neither the principal nor accessory unit shall be used as a
Page I of2
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Pager 2 of 2
1@l@5120@7 1@:57ANTIT A1 AA
LeDonna ADU Notice to Title
transient accommodation (PTMC 17 .16.020.C.3). A transient
accommodation is defined as a use less than 29 days (PTMC 17.08.060).
3) This notice may be removed or modified only with approval by the City
CITY OF PORT TOWN
By:''/3 /"2
Date
Development Denartment
[,]*uryr,ln^dil ru"r-07
Michael LeDonna Date
(0 {" 01
Nicole LeDonna
Property Owner
Date
STATE OF WASHTNGTON )
)ss.
cor-rNTY oF JEFFERSON )
I certify that I know or have satisfactory evidence that Michael LeDonna and Nicole LeDonna
are the persons who appeared before me, and who acknowledged that they signed the same as
their free and voluntary act for the uses and purposes mentioned in the instrument.
Given under my hand and official seal this 5ft+ day of (\oJ']nlner 2007
e.
*otAa2
Ep. qll(Frl
(Print NameIAu61rgNOTARY PUBLIC and for the State of
Op w Residing at:
fNotary stamp inside 1" margin]
Page2 of2
"l
My appointment expires 2-5-rr
Development Seryices
Residential Building Permit Application
) Applications accepted by mail must include a check for initial plan ew fee of $1 50) See the "Residential Building Permit Application Requirements" for details on
plan submittal requirements.
Address l l&1
Ci
)Pho
Email:;\.,. 1
Total Lot Coverage (Building Footprint)
Sq uare feet:o/o
lmpervious Surface:
Square feet:_
Any known wetlands on the property? Y qJ
Any steep slopes s%)?
.5\(Y/ N
I hereby certify that the information provided is correct, that I am either the owner or authorized to act on behalf of the owner
and that all activities associated with this permit will be in accordance with State Laws and the Port T
Contractor
Name
Add F
City/SVZip
Phone o
Email
State License {. .t Exp:
City Business License #:cc)\)say
lt ownsend Municioal Code.ir" i i t,lr.!:, ii.; ,,:,i::
Print Name
Parcer u qq I 16* OE
Project Address:T
h l
Lot(s):ls
Legal n(
Block
Addition
Lender lnformation:
Lender information must be provided for projects
over $5,000 in valualion per RCW 19.27.O95.
Name.
4\
Valuation: $ (.Ft'-.r-
11{ l
Project
Conta
Name:il
Address ,r: !i. a' '
.
City/SVZip .r,i.
Phone
Email:,.,.; i),j ;.t ' . j.
Building lnformation (square feet):
1't floor
2nd floor
3'd floor
Garage
Porch(es):_
Basement: R' i \ is itfinished? @ No
Other:
Deck(s):_
Manufactured Home D
New fl Addition []^DUE
Remodel/Repair !
Signatu 44,Date 1. tt'01
RESIDENTIAL BUILDING PERM]T APPLICATION
CHECKLIST
This checklist is for new dwellings, additions, remodels, and garages. The purpose is fo show
what you intend to build, where it will be located on your lot, and how it will be constructed.
I Residential permit application.
n Washington State Energy & Ventilation Code forms
I Two (2) sets of plans with North arrow and scaled, no smaller than /a" = 1 foot:
t'n site plan showing:
1. Le.gal description and parcel number (or tax number),
2. Property lines and dimensions
3. Setbacks from all sides of the proposed structure to the property lines in accordance with a
pinned boundary line survey
4. On-site parking and driveway with dimensions
5. Street names and any easements or vacations
6. Location and diameter of existing trees
7. Utility lines
B. lf applicable, existing or proposed septic system location
9. Delineated critical areas boundaries and buffers
I Foundation plan:
' 1. Footings and foundation walls
2. Post and beam sizes and spans
3. Floor joist size and layout
4. Holdowns
5. Foundation venting
1 Floor plan:
1. Room use and dimensions
2. Braced wallpanel locations
3. Smoke detector locations
4. Attic access
5. Plumbing and mechanical fixtures
6. Occupancy separation between dwelling and garage (if applicable)
7. Window, skylight, and door locatlons, including escape windows and safety glazing
f Wall section:
1. Footing size, reinforcement, depth below grade
2- Foundation wall, height, width, reinforcement, anchor bolts, and washers3. Floor joist size and spacing
4. Wall stud size and spacing
5. Header size and spans
6. Wall sheathing, weather resistant barrier, and siding material
7. Sheet rock and insulation
8. Rafters, ceiling joists, trusses, with blocking and positive connections9. Ceiling height
10. Roof sheathing, roofing material, roof pitch, attic ventilation
{Exterior elevations (all four) with existing slope of the land in relation to all proposed structures
I lf architecturally designed, one set of plans must have an originalsignature
J lf engineered, one set of plans must have one original signature
f For new dwelling construction, Street & Utility or Minor lmprovement application
-)iry
of Port Townsend
Development Services Department
LD,t - tqr
:b?ol- o3s,
BUILDING NUMBBR APPLTCATTON
Name of Property Owner:
Mailing Address il 22 *n,nc .st
Telephone:,3lob-.aR.r-ql^E 7
Propertv is located in:
FaceVArcess is from:
Parcel Number
Block(s):Int(s):/5
Street
Directions to the Property (draw vicinitv map on back)
If this is a new ADU, has a building permit been apptied forr )f ves No Dare
Notes:
HOUSE NUMBERASSTGNED: JNy't{n;N€3 'r<eer
!Date of Approval:d
-slP 1 B Zfici
For address changes: tr Qwest Address Managernent Center -206-504-1534
Application Fee Received ($3.00, TC 2200):
For Deoartment Use Onlv:
Date:
Copy to:flPost Office
tr GTS
I Assessor's Office
O Finance
O Sheriff
B Public Works
tr Fire Dept
tr Police .
tr DSD database
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WSEC Residential Construction Checklist
City of Port Townsend
Developrnent Services Department
250 Madison Street, Suite 3
Port Townsend, WA 98368
(360) 379-s095 Fax: (360) 344-46t9
Washington State Energy Code (WSEC)
2001 Residential Construction Checklist
Complete this form in addition to WSEC forms. Please answer the following questions:
TYPE OF PROJECT:
! New constructicjn, or addition over 750 square feet
Must meet whole house and spot ventilation requirements, and show full WSEC compliance as
a stand-alone project. A detached, habitable structure such as an Accessory Dwelling Unit
regardless of size must also meet these requirements.
n House addition under 750 square feet
Possible trade-offs are allowed with the existing buildingfor LYSEC compliance, such as
increasing ceiling insulation. See WSEC component pedormance forms.
NOTE: A house addition less than 500 sq. fL does not require whole house ventilation.
Spot ventilation is still required.
TYPE OF HEATING - P lease check all that annlv:
Electric
p WalI Heater n Baseboard ! Forced Air Furnace ! Radiant Floor (Boiler) n Other ---Non-Electric:
Propane:l) Radiant Floor/Baseboard (Boiler) ! LPG Stove n LPG Furnace n Other LPG
n Heat Pump tr Oil Furnace n Woodstove (can only be used as secondary heat source)
VAPOR RETARDERS:
Vapor retarders shall be installed toward the warm surface as represented below. Select one
option for floors, walls, and appropriate ceilings:
r Floors:
I Plywood with exterior glue
(eoty plastic (greater than or equal to 4 millimeter thick)
! Backed batts
o walls: l.ii:'r i ll 'it"i"'i
! Poly plastic (greater than or equal to 4 millimeter thick) ,
! Face-stapled, backed batts
f Low-perm paint
o Ceilings:
! Not required where ventilation space averages greater than or equal to 12 inches above
insulation
n Face-stapled, backed batts
I Poly plastic (greater than or equal to 4 millimeter thick)
f,Low-perm paint
SEE BACK
P:\DSD\Department Forms\Building Forms\Application-Residential Energy Code Checkli$.doc
Page I of I
WASHINGTON STATE VENTILATION AND INDOOR AIR OUALITY (2000 Code):
Type of ventilation used throughout the house: ! HVAC Integrated Option fipxhaust Option
Whole House Fan for "Exhaust Option":
o In what room is your whole house fan located?
o What size is the whole house exhaust fan?
[dthue"nn
K50-75 CFM (1-2 bedroom house)
! 80-120 CFM (3 bedroom house)
tr 100-150 CFM (4 bedroom house)
D 120-180 CFM (5 bedroom house)
Note: the whole house fan shall be readily accessible and controlled by a2$hour clock timer
with the capability of continuous operation, manual and automatic control. At the time of final
inspection, the automatic control timer shall be set to operate the whole house fan for at least 8
hours a day , and have a sone rating at 1 .5 or less measured at 0. 1 0 inches water gauge.
Spot Ventilation:
Source specific exhaust ventilation is required in closet, laundry
room, indoor swimming pool, spa and other rooms where cooking odor is
produced. Bathrooms, laundries or similar rooms require fans with a minimum 50 cfm nting at
0.25 inches water gauge; kitchens shall have a fan with a minimum 100 cfm rating at0.25 inches
water gauge.
Outdoor Air Inlets:
Outdoor air shall be distributed to each habitable room by means such as individual inlets,
separate duct systems, or a forced-air system. Habitable rooms include all bedrooms, living and
dining rooms but not kitchens, bathrooms or utility rooms. Where outdoor air supplies are
separated from exhaust points by doors, undercutting doors a minimum of Yrinch above the
surface of the finish floor covering, distribution ducts, installation or grilles, transoms or similar
means where permitted by the Uniform Building Code. When the system provides ventilation
through a dedicated opening, such as a window or through-wall vent, these openings must:
o Have controlled and secure openings
r Be sleeved or otherwise designed so as not to compromise the thermal properties of the wall or
window in which they are placed.
o Provide not less than 4 square inches of net free area of opening for each habitable space.
WhatJype of fresh air inlet will be installed? (See figure below)
,6Window Ports
! Wall Ports
P:\DSD\Department Forms\Building Forms\Application-Residentia[ Energy Code Checkli$.doc
Page2 of?
MACCAFERRIt,TECHNICAL DATA SHEET
Rev: 01, /ssue Date 04.01,2005
American Units GABION
GALVANIZED
Product Description
Gabions are baskets manulaclured trom 6x1o double twisted
hexagonal woven steel wire mesh, as per ASTM 4975-97 (Figs.
'1, 2). Gabions are tilled with stones at the proiect site to lorm
flexible, permeable, monolithic structures euch as retaining
walls, channel linings, and weirs tor erosion control projects.
The steel wire used in the manufacture of the gabion is heavily
zinc coated soft temper steel. The standard specilications ol
mesh-wire are shown in Table 2.
The gabion is divided into cells by diaphragms positioned at
approximately 3 tt (0.9 m) centers (Fig.1). To reinforce the
structure, all mesh panel edges are selvedged with a wire
having a greater diameter (Table 3). Dimensions and sizes ol
galvanized gabions are shown in Table 1.
Gabions shall be manutac-tured and shipped with all
components mechanically connected at the production facility.
Wire
All tests on wire must be perlormed prior to manufacturing the
mesh. All wire should comply with ASTM 4975-97, style 1
coating. Wre used lor the manulacture ol Gabions and the
lacing wire, shall have a maximum tensile strength ol 75,OOO psi
(51 5 MPa) as per ASTM Ag1/Ag1 M-03, soft temper steel.
Woven Wire Mesh TypeSxfO
The mesh and wire characterislics shall be in accordance with
ASTM 4975-97 Table 1, Mesh type 8x10. The nominal mesh
opening D = 3.25 in. (83 mm) as per Fig.2.
The minimum mesh properties lor slrength and flexibility should
be in accordance with the following:
o Mesh lensr'le $trcnglh shall be 3500 lb/ft (51.1 kN/m)
minimum when tested in accordance with ASTM 4975-97
section'13.1.1.
c Punch lesf resistance shall be a minimum ol 6000 lb (26.7
kN) when tested in compliance with ASTM 4975-97 seclion
13.1.4.
o Connection fo Se/vedges should be 1400 lbft (20.4 kN/m)
when tested in accordancs with ASTM A975-97.
Lacing, Assembly and lnstallation
Gabion units are assembled and connected to one another
using lacing wire specified in Table 3 and descrlbed in Fig. 4.
MacTie prelormed stilfeners or lacing wire can be used as
internal connecting wires when a structure requires more than
one layer ol gabions to be stacked on top ol each olher. lnternal
connecting wires with lacing wire shall connect lhe exposed
lace ol a cell to the opposite side ol the cell. lntemal connecting
prelormed stiffeners shall connect the exposed lace ol a cell to
the adjacent side ol the cell- Preformed stifteners are installed
al 45'to the face/side ol the unit, extending an equal distance
along each side to be braced (approximately 1 tt. (S0O mm)). An
exposed face is any side of a gabion cell that will be exposed or
unsupported after lhe structure is completed.
Galvanized steel ring lasteners can be used instead ol, or io
complement, the lacing wire (Fig.5).
LId
Back
Fronl
The tolerance on the opening
ol mesh'D'being the
distance between lhe axis ol
two consecutive twists, is
according to ASTM 4975-97
Figure 2
Figure 3-Example of gabion wall
a
MACCAFERRI llaccalerl roserves the
r€quested to check as to
righl to amend product specifications without nolice and specillers are
the validlty ot th€ specificalions they ar6 using.
6 (1.8)3 (0.s)3 (0.s)2
s (2.7',,3 {0.e)3 (0.e)3
12 (3.6)3 (o.e)3 (0.e)4
6 (1.8)3 (0.e)1.5 (0.45)2
s 12.7')3 (0.e)1.5 (0.45)3
12 (3.6)3 (o.e)1.5 (o.45)4
6 (1.8)s (0.e)1 (o.3)2
s (2.7',t s (o.e)1 (o.3)o
12 (3.6)3 (0.s)1 (o.3)4
4.5 (1.4)3 (0.e)3 (o.e)1
Table 1-Sizes tor cabions
Lslengthft(m) WcWldthft{m} tlcHelghtft{m} #otcells
BxlOl
ZN 3.25 (83)+ lOo/o 0.r2 {3.05)
Mesh Dlameter
o ln. (mm)
0.087
(2.20)
0.120
(3.05)
0.153
i3.eo)
Wlre Tolerance
(*) s ln. (mm)(0.1o)
o.oo4
(0.1o)
0.o04
(0.ro)
o.o04
ilftdrmmC[yntnc
ozrlf (cm')
o.70
(214)
0.85
(25s)
o.so
1275)
D h. {mm) Tolsrance Wire Dla ln. {mm}
Table 3-Slandard wire diamelers
Table 2-Standard mesh-wire
Type
Selv€dg€ wlre /
Preformed
9tlffeners
Mesh
Wire
Laclng
Wre
ar6 nominal. Tolerances ol * 5o/o ot the width,
height, and langth ol the gabions shsll be pormitted.
Galvanized steel rings tor galvanized gabions shall be in
accordance with ASTM 4975-97 section 6.3.
Spacing ol the rings shall be in accordance tt ith ASTM A975-
97 Table 2, Panel to Panel connection, PulFApart Resistance.
ln any case, ring fasteners spacing shall not exc€ed 6 in. ('150
mm) (Fig.4).
The rings can be installed using pneumatic or manual tools
(Fis.6).
For lull details, please see the Gabion Product lnstallation
Guide.
Ouantlty R€quest
When requesting a quotation, please specity:r number of units,
e size ol units (length x width x height, see Table 1),
. tYPe of mesh,
r lype ol coating.
EXAMPLE: No. 100 gabions, 6x3x3, Mesh type 8x10,
Wire diam. O.'t20 in, Galvanized.
(o
x(E ttro
Lacing wire Rings
-\
I
\
I
I
I
i':' \'i 'd Elr i, itf)Ei!1 ':i l\or
", I ios
ClosedOpen
Nominal overlap ot 1 in.
(25 mm) attor closure
Figure 4
Figure 5
Lid closerA
Pneumatic
Spenax
toolB
Manualtoolc
Figure 6
3650 Seaport Boulevard
W6sl Sacramento, CA 95691-3400
Tel: 91 6-371 -5805
Fax:916-371-0764
10309 Governor Lane Boulevard
Williamsport, MD 21795"31 l6
MACCAFERRI INC.
Tel: 301-223-0S'10
Fax: 301 -223-61 34
email : hdqtrs@maccaf eff i-usa.c0m
websile: www. maccaferri.com
02005 Maccal€nl lnc. Prlnted ln USA
rl HACCAFERRI
,1- * i6!'?i,+ ,-?
gf,sfPg*i v€&'freAL
a1 s1.*f*trS .rlg$TrelL
itiglr:fl
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Headquarters & Plant: 800:6$Bu?7tlt[ lEroaton ronirort..
Fhonei eOl.f23'6910 Pleas€ eallfor yoqr !oca! offlce, lsull BafnlqrcsmEnt
Fa* Bot"een-sls4 '*qli5',:ffi li
Emaitl hdqtrs@maccaferrl*usalcorn
^rr*fit$lng3*i;l1i:;Wgbsitel tJ vur.macCafefil-UCa.cOm rea*s3'Aephsl! Helnfotsem€ri!
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BLD07-197 991100015 Plan Review Fee $r81.5r _ _ 9lg_qlo_gTotal: $150.00
$31.51
2KCHEC $ 150.00_-tl50.;o
Total
genprntrreceipts Page I of 1
Parcel Details
Parcel Number: 99110001
Parcel Number: 991 100015
Owner Mailing Address:
MICHAEL LE DONNA
NICOLE LE DONNA
3122 HAINES ST
PORT TOWNSEND WA9B36B
Site Address:
3T22 HAINES ST
PORT TOWNSEND 98368
Section: 3
Qtr Section: NE1/4
Township: 30N
Range: 1W
Page 1 of2
trr!tttcr Fvlerrd{V
School District: Port Townsend (50)
Firc Dist; Port Townsend (B)
Tax Status: Taxable
Tax Code: 100
Planning area: Port Townsend (1)
Sub Division: ROSEWIND - PLANNED UNIT DEVLPMNT
Assessnr's Land Us* Cade: 1100 - HOUSES (single units, non-farm)
Property Description:
ROSEWTND - PLANNED UNrT DEVLPMNT I PARCEL 15 | I I
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6
ot1i)ort
3iltn79staffo
2208
c () rll
M
hg,u) gLrJnQS
nq,t
ERED
ECT
, 1997
? ':r n,+cZ(
\
18L8"
l--
SITE PLAN
LEGAL DESCRIPTION
RoseWind Planned Unit Development Parcel 15.
Tax No. 991 100 015
NOTlCE:afa excsptlng
any erors AII wo* must
pass in conformance viitfr
R
o RESI NCE
RoseWi
Co-Ho ng
Lot# 1
Port Townsend
Washington
SHEET TITLE
SITE PLAN
SCALE
1" = 20L0"
SIIEET NO.
3
[o=*^g^f ""f 5{u*,tro 'tb
te cjffr{\)e^,+/ r"}'h q^ AOq
oc+dc
Er>lrl
Fo@
I
i
T',
I
i
I
I
\Grass
gEVel
4',
{ii-i
\
\
--.1.-
"le.l
-1-'
_-l
RoseWind Parking Lot
-.*-^.r-.I
N
"+;r{lb0 ? *
998.
(ll{t{tN{a
tl [)Oik Strcct,
WA
I, laxolyp
conc,
conc.
oco
GFAS
t
-d
?l
all and reguliitioiis,
9,,
i
Port
C sta
2',-1'1 5L1'12'-6"2'-1n6'.10'
6'conc. wall
2'x 8'looting
9'-5'
IN(tit
2l 326
-It576
n.c()nl
2x6 PL 5/8 O 10'AB @ 32' o.c.
3/4'OSB, T&G o
Finish Grade
SECTION 1
3/4' = 1'-O'
2m8
P
Co-Housin
Lot # 15
LL
DENCE1'-6'
lrtltllltltl\\\\\\\\\\\ttttttttttt
Double-g112'TJI
Double-I1/2'TJI
blocking'under columns
PT blocking
6' x 6'conc. pier
Undistru bed soil
&f4 each way
2- #4 cont. top & bottom
#4 @ 15'o.c. vert, & horiz. in wall
2x6 PL Y8 O 10" AB @ 32'o.c.
3y4'OSB, TgG
Double - 9 112'TJl
Moisture barrier
b
Pervious backfill 6
Foundation drain
#4 @ 15'o.c. vert. & horiz.
Conc. M 6x6 ww
wall
v
Gravel
Vapor banier
2- #4 cont. top & bottom
Undistrubed soil
b
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&,
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c
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o
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L-l--.
3/4'OSB flooring, T&G
FOUNDATION
PLAN & DT'LS
Port Townsend
Washington
SHEET TITLE
SCALE
AS SHOWN
SHEET NO.
DATE
August 29, 1997
REVISION
g
cl
N
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ttttt
t I I tt
t I I t-I
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FOUNDATION PLAN
1/8' = 1L0*
(o
@
11
10
A
5'-4',o
ish Grade At
OF
-F
o
EoFoo
o
.g
E
EG
E
C'(L
o
o
.s:
E
o
@
C\l
F-
'gXr**
bo"l
TJI blocking
9 1/2'TJt
2,-1 1 1 16' x 9.5" Parallam
PT blocking
6l x 6' conc. pier
4
@ t ui;{.s
il} l? - ,'. 3 ?.
NOTTCE: Plans are approvad Qxaeptllg t::"
any enoln or orntlsstbns, All wod< must
pass lnspection in conformanco with
all applicable codes and regulations.
SECTION 2
3/!' = 1'-O'
SECTION 3
l, l'itxuly
l{._1, (, ti A
l)olk Strcc
,w
wl 112'GWB, R-l3 insulation, typ.
Earth with poly overfLr.AIvtrtl.t:t-
,.'a
typ
CRAWL SPACE.
6' h x 6" retaining Wall
6'stem
E 18'x6'
EE-
(u
6
uvrV
(o
6'conc. 6
tvp.
:18" x 18' x 8' I\fconc pad, typ.
5'-0'
BASEMENT
16'-8'X 17'-1'
Concrete Floor
8'-4:
8'conc. wall
2' x 8'footing
6'conc. wall
18' x 6' footing
c
D
+Rr nplDRl...l \
--t+$.:J-
c
A
.lf
2'-0'
94'= i'-0'
I
1'-g',t&,5
,]+
: . -*r
-. - ,r,..a r!
7
T
T
T
TSiding
1'-8', X 3',-0"
'-0" x I '-0" x 1'
4'-01'.x 3'-0"
5'-6".X 2'-6"
.m
Stucco
6'-0" x 2'-0"6'-0u x 2'-0u
Gutter over 1x6 cedar fascia, typ
Ondura corrugated roofin g 2@3'-0"x2'-6"
1 @ 3'-0" X-3'-6"
/I
Stucco
nlArl\/nr^u\t-o /\J-o 4'-6u x 3'-6"
5'-6" X 2',-6"3',-0" x 3'-6!'
2'-0" x 3'-6"
12
6 IN(D(Idti^tlrl.
2ltl l)olk Srrtct. #.i26
Pot't Tuwnscnd, WA 983611
36(Y379-85.+1. hrx 379:ti576
sta iiord @rtlv pe rt.c o ttt
2208.
EAST ELEVATION
STOWELL
PRU ITT
RESIDENCE
RoseWind
Co-Housing
Lot # 15
Poft Townsend
Washington
HEGISTEH ED
SHEET TITLE
ELEVATIONS
SCALE
1/8" = 1'-0"
SHEET NO.
NOHTH ELEVATION
tlU'*';ri;io-1 i-..'-j.
1
1'-8" X 3',-0"
'-0u x 1'-10"
Cedar Siding
4'-0" x 1'-1.
4'-6" X 4',-0'
2'-0" x 4'-0",/ T.
4',-0" x 3'
Stucco Stucco '-6u x 3'-0"
'-6'X 2',-o"
Stucco
3@2',-0"X2'-0"
K K
4'-0" x 3'-0' 4',-0" x 3'-0"
2 @ 2',-A',X 3'-0
10IL----
WEST ELEVATION
OF rsr;{r&,}?*';"3?
!J
i,,' \ I
Ii!i
;.1 i4€{'ii '-'DATE
REVISION
August 29,1997
NoTtCE: plana an Tpprcvad Exaapi,fingany enors or omr'ssrpne, All wad< nuitpass inspeclio n in conformanee wtthall applicabte codes and regvlaiions.
4'-6" X
2'4'
I
I
I
I
I.
t
t_I
2 @ 3'-0'X 2'-6-
1@3',-0"X3',-6"
T
T
Stuccol-
4'-6" X 2',-0
4'-60 X 4',-0u
Siding
T
/
Siding
SO,UTH ELEVATION i ,\,T-' r ;L) l-\ L// \*l $8'- @$$ $5 I\/rrnh 1D lOOa
I
r(
b