HomeMy WebLinkAboutBLD08-168CITY OF PORT TOWNSEND
PERMIT ACTIVITY LOG
PERMIT # L DATE RECEIVED
SCOPE OF WORK:
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...,,,. DATE
.................
ACTION
INITIALS
...............................
ENTERED INTO CHET
_................................. _. _.... __ _...._
CHECKED FOR COMPLETENESS
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m,.�. ._.._ .......... ....... _..._..... ................... __ ............
_.. ...... _ .......... ................................. ._....................
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Zoning:
®
..� ._..........__ .. _.... _ _.._
Setbacks OK?
.................. ........................_.._ ._......
Lot Size:
Building Size:
,,......Coverage:_
........�...........
Lot
................ _ ..........�....
.......................
� ._ _._.......
FAR OK?
Height OK?
Parking OK?
Critical Area?
....... .........._...
Demo?
... --
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Historic Rev?
... ..................... _..M
Notice to Title?
......
Lots of Record?
CITY OF PORT TOWNSEND
PERMIT ACTIVITY LOG
PERMIT
SCOPE OF WORK:
DATE RECEIVED � ., V
LI..ctl(AJJ — ie-fv- S'�- w/v)k. Sw
PORT BUILDING PERMIT
' City of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-5095
Project Information Permit # BLD08-168
Permit Type Residential - Accessory Dwelling Unit Project Name DETACHED ADU
Site Address 1720 MADISON STREET Parcel it 974101504
Project Description
DETACHED ADU
Names Associated with this Project
Type
Name Contact
Applicant
O'Connor Thomas M
Owner
O'Connor Thomas M
Contractor
Owner Builder
Fee Information
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
Total Fees
License
Phone # Type License # Exp Date
Q - STATE exempt 12/31 /2008
Project Details
$77,578.40 Decks — Residential 80 SQFT
839.75 Decks — Residential (Covered) 80 SQFT
100.00 Dwellings — Type V Wood Frame 800 SQFT
Units: 1 Heat Type: ELECTRIC BBB
150.00 Bedrooms: 1 Construction Type: V - B
Bathrooms: 2 Occupancy Type:
545.84
150.00
4.50
16.80
10.00
$ 1,816.89
* * * SEE ATTACHED CONDITIONS * * *
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. 1 certify
that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify
that I am the own 'i of the property or authorized agent of the owner,
" ate 08/13r2008
Print Name ' p p u v
ISsuIsstied: ed'I'Iy: SWASSN111R
Signature lr �� " late ��state t�.pAres: 02/o9o2t1tpt�
r BUILDING PERMIT
IT
City of Port Townsend
ry Development Services Department
A 250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-5095
Project Information Permit # BLD08-168
Permit Type Residential - Accessory Dwelling Unit Project Name DETACHED ADU
Site Address 1720 MADISON STREET Parcel # 974101504
Project Description
DETACHED ADU
Conditions
10. Property corner survey pins must be located at time of footing inspection to verify setbacks.
20. Temp. erosion control measures must be installed and maintained prior to approval of any building inspections.
30. Electrical permit required from WA State Labor & Industries (L & I); contact L & I @ 360-417-2702
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 information provided as a part of the application for t.",is permit is true and accurate to the best of my knowledge. I further certify
that I am the owner of the property or authorized agent of the owner.
Print Name
Signature
Date Issued: 08/13/2008
Issued By: SWASSMER
Date __ Date Expires: 02/09/2009
rVORT
` City of Port Townsend
Development Services Department
250 Madison Street, Suite 3
WA Port Townsend WA 98368
360-379-5095 Fax 360-344-4619
REVISION TO BUILDING PERMIT # J ' " Revision #
OWNER: AAAl-
rSITE ADDRESS:
Total Value of Revision: $_ Impervious Surface Change? ❑ Yes
0 No
Revisions require 2 sets of plans and a written scope of workthat fully describes the proposed change plus any
additional information that will be of assistance in issuing your revision. If your plans were stamped by a design
professional, all revision submittals require a stamp with a wet signature. Be avare that changes to the existing
approved plans may also require you to revise your original building permit application (lot coverage, impervious
surface, structure square footage, etc.) and energy code documents (changing windows, heat source, etc.) to
conform to your proposed changes.
Scope of work
_1*1 YW
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u .
� lac prat Signature Da
te'
OFFICE USE ONLY:
AUG
Submittal mmm� _
"
Two sets of plans for vi o11�,
Approval date:
pp of engineer of record (if original plans engineered): ❑ 's ❑ Nd `
PADSMDepartment Forms\Building FormsWpplication-Revision.doc
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Development Services
ro 250 Madison Street, Suite 3
` Port Townsend WA 98368
Phone. 360-379-5095
Fax: 360-344-4619
WA www.cityofpt_us
Residential Building Permit Application
n
Project Address: rJ 3 S �' Legal Description ('or Tax#j.nnnnnnnnnnnnnNW I Office Use Only
.......................... Addition ...et.: ' a: 7 _.. ),c =t,r _ _ fie it
Zoning: Block:-6/o CA. -
Parcel # 1�� �� r� Lot(s): L �S Associated Permit::
.—_ % -. ._ w
Project Description: ..__....._. �_ ..
ct
..:.. _ ....._u__
➢ Applications accepted by mail must include a check for initial plan review fee of $150
➢ See the "Residential Building PP Permit Application ..........-___.__ ------w----------------
i
➢ Requirements" for details on plan submittal requirements. Lender Information:
Property wne
Name:..'
Address:
City/St/Zip
Phone:-�'..
EmaihSA Nt_ r4Z�z C � ��bi 0�1J, .
.... .... ... _� ��..� 0
Contact/Repr sentative
Name
P Y
Address:i:
Phone:._ " . �. z ..Z ..
w
Email l"� o r..
City Business License #
Lender information must be provided for projects
over $5,000 in valuation per RCW 19.27.095.
� w a
Name: t C
Project Valuation: $ ., L) a
Building Information (square feet):
1 st floor Garage:
2"d floor '4 0 o , �'7 s Deck(s): 5?
3`d floor Porch (es): K(2,.
Basement: Is it finished? Yes No
Carport: Other:
_...
Manufactured Home ADU New � : 44fl,�d ❑
CAN v
Addition ❑ Remodel/Re air ❑'"
P t �r tt
� Coverage (Building Footprint):*
o
Square feet:Total Lot 1 1 7 7 �o
p V 111 r.
Impervious Surface:
Square feet: 1 17 7 *Total existing & prOPo e
If an existing structure, what year was it
built?
Any known wetla
Any steep slopes (>
I hereby certify that the information provided is correct, that I am either the owner or authorized
and that all activities 1,issociated with this permit will be%in accordance with State Laws and the
Print Na
Signature: Date:
f wiwsend Municipal Code.
Ia�l�
n, . . . .....�a ......0
11/ n C $
/frs<RESIDENTIAL BUILDING PERMIT APPLICATION
l.Gh 5G'rV� Lv Y+
CHECKLIST
This checklist is for new dwellings, additions, remodels, and garages. The purpose is to show what you
intend to build, where it will be located on your lot, and how it will be constructed.
❑ Residential permit application.
-- ❑ Washington State Energy & Ventilation Code forms
❑ Two (2) sets of plans with North arrow and scaled, no smaller than = 1 foot:
❑ A site plan showing:
1. Legal 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. If creating new impervious surfaces, indicate measures utilized to retain
stormwater on -site
6. Street names and any easements or vacations
7. Location and diameter of existing trees
8. Utility lines
— 9. If applicable, existing or proposed septic system location
10. Delineated critical areas boundaries and buffers
❑ 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
❑ Floor plan:
1. Room use and dimensions
2. Braced wall panel 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 locations, including escape windows and safety glazing
❑ Wall section:
1. Footing size, reinforcement, depth below grade
2. Foundation wall, height, width, reinforcement, anchor bolts, and washers
3. 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 connections
. r 9..-Ceiling height
10, Roof sheathing, roofing material, roof pitch, attic ventilation
0 Exterior elevations (all four) with existing slope of the land in relation to all proposed
strctures
0 if rchiteetur lly"d6signed, one set of plans must have an original signature
❑ If engineeres, one set of plans must have one original signature
❑ For new dvellmg onstruction, Street & Utility or Minor Improvement application
City of Port Townsend
Development Services Department
250 Madison Street Suite 3
Port Townsend, WA 98368
536101
III Page: 1 o f 2
Jefferson County Aud THOMAS OCONNOR WIT1/2008 43.00 2.44P
. .........
;i
Oso
NOTICE TO TITLE
Grantors: Thomas and Ling -Hui O'Connor
Grantee: City of Port Townsend, a Washington municipal corporation
Reference: City Permit Number BLD08-168
Legal description: Grantors/Owners own the following described real property:
Mountain View Addition, Block 15, Lot 5
Assessors Property Tax Parcel No: 974-101-504
NOTICE IS HEREBY GIVEN to the Grantors/Owners of the above -referenced real property,
to potential purchasers and future owners, to agents or representatives, and to any other
concerned person or entity:
1) An Accessory Dwelling Unit (ADU) with the address of 1720 Madison
Street is proposed as an accessory building to a single-family residence at
535 Reed Street. The detached ADU is being built through building
permit BLD08-168.
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
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.
Page 1 of 2
�I 536101
1111111111111111111111111111111111111111111111111111111Page: 2 of 2
07/31/2008 12:44P
Jefferson County Rud THOMRS OCONNOR NTIT 43.00
O'Connor ADU Notice to Title
CITY OF PORT TOW SND
By:
y
Leonar Yarberry, ector Date
Develo mecit Services Department
Thomas O'Conno Date(
Property 0 e'er
Ling-HuiPlConnor Date
Property Owner
STATE OF WASHINGTON )
)ss.
COUNTY OF JEFFERSON )
I certify that I know or have satisfactory evidence that Thomas O'Connor and Ling -Hui
O'Connor 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 day of � _ , 2008.
(Print Name:)
NOTARY P k11C in and for the State of
Re " at: ,
My appointment expires
[Notary stamp inside 1" margin]
Page 2 of 2
cap soar City of Port Townsend
Development Services Department
250 Madison Street, Suite 3
Port Townsend, WA 98368
(360) 379-5095 Fax: (360) 344-4619
Washington State Energy Code (WSEC) -
2006 Residential Construction Checklist
Complete this form its addition to WSEC prescriptive compliance form. Please answer the
following questions:
TYPE E OF:PROJFcT:
New construction, 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.
House addition under 750 square feet
Possible trade-offs are allowed with the existing building for WSEC compliance, such as
increasing ceiling insulation. See WSEC component performance forms.
NOTE: A house addition less than 500 sq. ft. does not require whole house ventilation.
Spot ventilation is still required.
TYPE OF HEATING — Please check all that apply:
Electric
Wall Heater 2s� Baseboard k' Forced Air Furnace ' Radiant Floor (Boiler) Other
Non -Electric:
Propane. -A Radiant Floor/Baseboard (Boiler) "'LPG Stove �_J LPG Furnace " Other LPG
Heat Pump ' Oil Furnace "'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:
s Floors:
1 Plywood with exterior glue
Xl Poly plastic (greater than or equal to 4 millimeter thick)
1 Backed batts
• Walls:
1 Poly plastic (greater than or equal to 4 millimeter thick)
1 Face -stapled, backed batts
>c 1 Low -perm paint
• Ceilings:
1 Not required where ventilation space averages greater than or eq
insulation
1 Face -stapled, backed batts
1 Poly plastic (greater than or equal to 4 millimeter thick)
X 1 Low -perm paint
SEE BACK
�0001t�hcs above
PADS D\Fonns\BuiIding Forms\Application-Residential Energy Code Cheddist.doc
Page 1 of 2
0 Rr iO"Y't;'`E'ND'
WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY (2000 Code):
Tvne of ventilation t1scd throughout the house: 1-i HVAC Integrated Option �._'a Exhaust Option
Whole House Fan for "Exhaust Option":
• In what room is your whole house fan located? "r 14 """1n IL 4�
• What size is the whole house exhaust fan? X 50-75 CFM (1-2 bedroom house)
80-120 CFM (3 bedroom house)
100-150 CFM (4 bedroom house)
120-180 CFM (5 bedroom house)
Note: the whole house fan shall be readily accessible and controlled by a 24-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 0.10 inches water gauge.
Spot Ventilation:
Source specific exhaust ventilation is required in each kitchen, bathroom, water closet, laundry
room, indoor swimming pool, spa and other rooms where excess water vapor or cooking odor is
produced. Bathrooms, laundries or similar rooms require fans with a minimum 50 cfm rating at
0.25 inches water gauge; kitchens shall have a fan with a minimum 100 cfm rating at 0.25 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 t/2 inch 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:
• Have controlled and secure openings
• Be sleeved or otherwise designed so as not to compromise the thermal properties of the wall or
window in which they are placed.
• Provide not less than 4 square inches of net free area of opening for each habitable space.
What type of fresh air inlet will be installed? (See figure below)
AV Window Ports
u Wall Ports
P:\DSD\Fgrms\BuiIding FormAApplication-Residential Energy Code Cheddist.doc
Page 2 of 2
Buildings for
the 21st Century
Buildings that are more
energy efficient, comfortable,
and affordable... that's the
goal of DOE s Office of Building
Technology, State and
Community Programs (BTS).
To accelerate the development
and wide application of energy
efficiency measures, BTS:
• Conducts RED on technologies
and concepts for energy effi-
ciency, working closely with
the building industry and with
manufacturers of materials,
equipment, and appliances
Promotes energy/money
saving opportunities to both
builders and buyers of homes
and commercial buildings
• Works with state and local
regulatory groups to improve
building codes, appliance stan-
dards, and guidelines for effi-
cient energy use
• Provides support and grants
to states and communities
for deployment of energy -
efficient technologies and
practices
Build efficiently, use less material, and save energy'
ADVANCED FRAMING
Advanced framing refers to a variety of framing
techniques designed to reduce the amount of
lumber used and waste generated in the con-
struction of a wood -framed house.
These techniques include
• Designing homes
on 2-foot mod-
ules to make
the best use of common sheet good
sizes and reduce waste and labor.
• Spacing wall studs up to 24 inches
on -center.
• Spacing floor joists and roof rafters up to
24 inches on -center.
• Using two -stud corner framing and inex-
pensive drywall clips or scrap lumber for
drywall backing instead of studs.
• Eliminating headers in non -load -bearing
walls.
• Using in -line framing in which floor, wall,
and roof framing members are vertically
in line with one another and loads are
transferred directly downward.
• Using single lumber headers and top
plates when appropriate.
Advanced framing techniques, sometimes
called Optimum Value Engineering (OVE), have
been researched extensively and proven effec-
tive. However, some techniques may not be
allowed under certain circumstances (i.e., high
wind or seismic potential) or in some localities.
Be certain to consult local building officials
early in the design phase to verify or obtain
acceptance of these techniques.
L]
BENEFITS FROM ADVANCED
FRAMING
Both builders and home owners can benefit
from advanced framing. Advanced framing
techniques create a structurally sound home
that has lower material and labor costs than a
conventionally framed house. Additional con-
struction cost savings result from the genera-
tion of less waste that needs to be disposed of,
which also helps the environment.
Advanced framing improves energy efficiency
by replacing lumber with insulation material.
The whole -wall R-value is improved by reduc-
ing thermal bridging through the framing and
maximizing the wall area that is insulated.
Advanced framing techniques can be imple-
mented individually or as a complete package,
depending on the builder. Fully implementing
advanced framing techniques can result in
materials cost savings of about $500 or $1000
(for a 1,200- and 2,400-square-foot house,
respectively), labor cost savings of between 3
and 5 percen , drib a rivat lea jggrtarid �glnn
cost savings �u o $� p icenf��
Stud Spacing - In many cases, it is acceptable by code to in-
crease stud spacing from 16 inches to 24 inches on -center. The
1995 International Code Council's One- and Two -Family Dwell-
ing Codeallows studs up to 10 feet long to be spaced up to 24
inches on -center. In walls supporting only a roof and ceiling,
2x4 studs can be spaced up to 24 inches on -center, except for
Utility grade (No. 3) studs. For walls supporting one floor, such
as non -bearing gable endwalls on the first floor of a 2-story
house, 2x4s can be spaced up to 24 inches on -center when
Utility grade studs are not used. Studs in walls supporting a
floor and roof above can be 2x6 spaced up to 24 inches on -
center rather than 2x4 spaced up to 16 inches on -center.
Total cost (material and labor) for framing with 2x6 studs
spaced 24 inches on -center is similar to that for framing with
2x4 studs spaced 16 inches on -center. The economics of 2x6
wall construction is especially favorable in areas with significant
winters and in homes in which windows and doors occupy 10
percent or less of the total wall area. Walls with much more
window and door area may require as much framing lumber as
conventially-framed walls because each additional opening can
add extra studs. In addition, the added 2-inch wall thickness
requires the use of extension jambs at windows unless drywall
returns are used.
Headers - Structural headers are often oversized or installed
where unnecessary, largely for convenience. Proper sizing of
DRYWALL RETURN
Use of drywall returns
for windows in walls
with 2x6 stud framing
eliminates the need for
extension jambs in
windows
Drywall
return at
windows in
walls with
2x6 studs
headers allows better insulation and saves wood. In some
cases, single -ply (single 2x6, for example) headers can be used,
allowing even better insulation around windows. Headers are
not required in non -bearing walls, including most interior walls
and gable endwalls with only non -bearing trusses directly
above. The table and accompanying text below outlines some
header requirements from the 1995 International Code
Council's One- and Two -Family Dwelling Code.
It is possible to insulate headers by using foam sheathing as a
spacer in place of plywood or oriented strand board (OSB),
either between or on one side (preferably the exterior side) of
doubled headers. This technique is an excellent way to make
Maximum Spans For Two -Inch Double Headers (in feet) •
(Derived from Table 602.6 of the 1995 International Code Council's One- and Two -Family Dwelling Code)
Header Supporting Supporting Supporting Not Supporting
Size Roof Only One Story Above Two Stories Above Walls Or Roofs
2x4 4 0 0 b
2x6 6 4 0 b
2x8 8 6 0 10
2x10 10 8 6 12
2x12 12 10 8 16
a Also applies to nominal 4-inch single headers. Based on No. 2 lumber with 10-foot tributary loads. Not to be used where concentrated loads are
supported by headers.
b Load -bearing headers are not required In interior or exterior nonbearing walls. Single flat 2-inch-by-4-inch members may be used as headers in
interior or exterior nonbearing walls for openings up to B feet In width if the vertical distance to the parallel nailing surface above is not more than 24
inches. For such nonbearing headers, no cripples or blocking are required above the header.
use of scrap foam sheathing and reduce waste. For assistance
in designing headers, consult local structural engineers, code
officials, lumber suppliers, or organizations such as the Western
Wood Products Association (www.wwpa.org),
Jacks (shoulder studs/cripples) -Jacks can be eliminated
when structural headers are not used or when metal hangers
support structural headers. However, elimination of jacks re-
duces the available nailing area for siding and trim if nailable
sheathing (e.g., plywood, OSB) is not used, and may leave as
little as 1Yz inches of nailable width next to a window. If needed,
construct a modified window opening by installing a 2x2 wood
nailer behind the sheathing for siding attachment.
STACK FRAMING
DETAILS
Foam sheathing
Irl a jar
rrr addedto
nd flush to
ior offaanirtg to
ailinggor siding
and window trim
MODIFIED HEADER AND WINDOW
OPENING
Reduced waste and increased insula-
tion can be achieved by supporting an
insulated header with hangers and by
nailing surfaces for siding scabbed
toward the outside edge of studs.
Roof pitchleave
width designed
on the 2-1oot
module
No headers in
non -bearing
wall —
2x2 nailer
for siding
Window
aligned with
studs I
Single
stud at
rough -
opening
Outside and Inside Corners - Two -stud corners decrease lum-
ber use and increase possible insulation levels compared with
typical practice. However, if nailable sheathing is not used,
attachment of exterior trim and siding at corners may be more
difficult. For example, vinyl -siding corners require attachment at
a point several inches from the corner. Therefore, if foam or
other non-nailbase sheathing is used, it may be necessary to
add a wood nailer behind the sheathing.
When drywall clips are used, they should be installed above the
level of the interior trim so trim nails will not interfere. The non -
coped trim piece should be installed first, against the drywall
that bears on the clip, so that the final coped trim piece can be
nailed to the stud.
No cripples
under
window
opening
Two stud comers
Header hangers
Instead of jack
studs
Roof framing/trusses
line up with wall and
floor framing
Single
top plate
Insulated
header sized
for actual
load
24-inch
stud
spacing
Single
top
plate
Point load
transferred
between studs
by rim closure
materiel acting
as header. If
rim closure
material Is non-
structural,
support will be
required under
point loads.
Use solid
blocking
between joists.
Adapted from Building Science Carporation
J n ivlMry , nrar: i WALL u^ F
Because wall height is changed when single top plates are used,
sheathing and drywall needs are affected. Studs that are 941/a
inches long (often used for interior walls) do not need to be cut
for use with single top plates, but they are not always available.
Ninety -six-inch lumber needs to be cut to length or requires
having a strip of drywall added at the bottom of the wall. Pre-cut
925/a-inch studs will require `Yipping" approximately 1 inch
from the sheathing and drywall. If 941/a-inch studs are not avail-
able, use 925/8-inch studs rather than 96-inch lumber because
they require less labor and generate less waste.
ADVANCED FRAMING DESIGN CONSIDERATIONS
Two -Foot Module - Design building length, width, and roof
pitch in 2-foot increments to make the best use of common
sheet good sizes. This technique will reduce material use, labor,
and waste, as many products come in multiples of 2 feet. For
example, with proper planning, the entire cutoff from a center -
cut sheet of plywood can be used elsewhere, eliminating the
need for an additional cut and reducing scrap. When planning
the roof, remember to allow space for a ridge vent if one is used.
In -Line Framing -Align floor, wall, and roof framing members
directly above or below one another so that loads are trans-
ferred directly downward. With in -line framing, double top
plates can be eliminated because the load is distributed evenly
through the top plate. Using this method, studs that are 24 inch
on -center are placed directly below roof trusses spaced 24
inches on -center.
Window and Door Layout -Align at least one side of each win-
dow and door in line with an existing stud and attach the other
side with a metal hanger. Windows with rough openings of 22Y2
inches can fit between studs that are spaced 24 inches on -
center. When this size window is used in conjunction with in -
line framing, headers are not necessary because no studs need
to be cut.
Other items -For maximum efficiency, detailed plans should
show each piece of wood, cross bracing, and so on in the
house and locations for all other items such as wiring, ducts,
and pipes. Detailed plans will help eliminate conflicts over
space, expedite installation, and eliminate the need to alter or
move studs, joists, or other framing members later.
TWO -FOOT MODULE DESIGN 4feeiw plywood
a d
1 s1flo 2 feet wide
NoAr
9y.
16'- 2" ,..........................�_..........................
_...�...-.-..., _ W ....W- 19.- 2-
16" overhan".
Lay out and cut framing and sheet goods to
take advantage of the full dimension of the
material. This also reduces job site waste.
Partition Connections to Exterior Walls (T-walls) - These are
often made by adding studs at each side of a partition which
serve only to provide a surface for attaching drywall. In addition
to wasting wood, this type of connection creates an area that is
difficult to insulate. Alternatives include installing "ladder
blocks", drywall clips, or a full-length 2x6 or 1x6 behind the first
partition stud.
INSIDE "TWO -STUD" CORNERS
Position clip
support for
gypsum board
so that it does
not interfere with
trim nailing
SINGLE TOP PLATE
Becker support for
gypsum board
The first drywall sheet is
installed a ainst side with
clip or baer
e top plate
Intermediate Blocking - Horizontal blocks between studs are
generally not required for structural strength or fire/draft stop-
ping in platform framing, at least with standard 8-foot high walls.
Therefore, intermediate blocking can be eliminated with platform
framing because it is not required by the major building codes.
Single Top Plates - When used in conjunction with in -line
framing designs, single top plates are usually acceptable from a
structural standpoint, and are accepted by model building
codes such as International Code Council (ICC) and Building
Officials Code Administrators (BOCA). These codes require that
M inch, 20-gauge galvanized steel plates be used to tie the
top plate at joints, corners, and wall intersections and that they
be nailed using three 8d nails at each side.
T-WALL ALTERNATIVES
The use of ladder blocking or a full-length 1x6 or 2x6 block-
ing allows for increased insulation in the outer wall
coverage behind
partition walls
9"T
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I
Parcel Details
Page 1 of 2
Depaiti,iients Seardi
Parcel Number: 974101504 1 SEARCH
Parcel Number: 974101504
Owner Mailing Address:
THOMAS O'CONNOR
LING-HUI O'CONNOR
535 REED ST
PORT TOWNSEND WA983684209
Site Address:
535 REED ST
PORT TOWNSEND 98368
Section: 2 School District: Port Townsend (50)
Qtr Section: NE1/4 Fire Dist: Port Townsend (8)
Township: 30N Tax Status: Taxable
Range: 1W Tax Code: 100
Planning area: Port Townsend (1)
Sub Division: MOUNTAIN VIEW
Assessor's Land Use Code: 1100 - HOUSES (single units, non -farm)
Property Description:
MOUNTAIN VIEW I BLK 15 LOT 5 1 1 1
Click on photo for larger image.
hNo 2nd
Photo
Available
r�
Printer Friendly
No Permit
Data Assessor Bldg Data Tax, A/V, Sales Info Map Parcel Plats & Surveys
Available
Best viewed with Microsoft Internet Explorer 6.0 or later
0 Windows - Mac
http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp 7/24/2008
Assessor Detail Building #1
Page 1 of 1
w bC4
Hoes County Info Departmwtsadd
Assessor DetailBuilding #1
Parcel Number: 974101504
Building Number Year Built Year Remodeled
1
1930
0
Building Exterior
Building Area
Building Interior
Building Type: HOUSE
-N
1st Floor Area 714
Ent. Walls (Cabin);,
Building Style: 1 STY
2nd Floor Area:.
Heat: OTHER
Foundation:POST & BLOCK/PIERS
3rd Floor Area: 0
Exterior: SIDING/STUCCO (LAP)
Loft Area: 0
Floor Cover (1): VINYL
Roof Cover:WOOD SHINGLE
Attic Area: 0
Floor Cover (2): CARPET
Total Area: 714
Basement Area: 0
Building Rooms
Mobile Home
Garage
Bedrooms: 2
Make:
Type:
Full Baths: 1
Model:
Area: 0
Half Baths: 0
Length:
Exterior:.
Width:
Roof:
Year Built:
Carport Square Footage: 0
Skirting:
Area: 0
1st Addition
2nd Addition
Type "p�sr't
rype:
21.6
Area: 0
Year irt'm-0
Year Built: 0
Exterior:
Exterior:
Roof: F/G
Roof:
................ �...
To view another building associated with this parcel. Select building : 1 23
o: a HOME I COUNTY INFO I DEPARTMENTS I SEARCH
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17
C On,
v
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http://www.co.jefferson.wa.us/assessors/parcel/assessordetaii asl)'?Parcel P 0=974101504 7/24/2008
City of Port Townsend
Development Services Department
BUILDING ADDRESS APPLICATION
Name of Property Owner:
Mailing Address:
11
_... ._... yr .� ....... �°...�.... ...........
Telephone: __.......
Property is located in:
Addition �- V (f Blocks _...._.............
Faces/Access is from: Ma a dl Sad mStreet
Parcel Number 9 7 Y— l U l -- e—o V
Directions to the Pronerty (draw vicinity maa on back)
If this is a new ADU, has a building permit been applied for? kyes —,---,,No Date:
_.. �.�._ j�..: r�sS S� 3
Notes: CP _ ..
m� .� �.�............. U a c e_!a M qb i -S614 . Tfzj�: ET
HOUSE NUMBER ASSIGNED: / 3r20 M A D! .5 d N 5 T,
Date of Approval:
f, tar. D" !� prrrMtinenrl X 1 e OWI:
Application Fee Received ($3.00, TC 2200): ... M wM w a Date:
Copy to: ❑ Finance ❑ Fire Dept ❑ Post Office
❑ Sheriff ❑ Police (Lyn) ❑ GIS
0 Public Works ❑ DSD database ❑ Assessor's Office
For address changes: ❑ Qwest Address Management Center — 206-504-1534
P_\DSD\Forms\Building Forms\Application-Address Number -doe ; 6/12/06
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11MAIWIN-61
a
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3
Port Townsend WA 98368
360-379-5095 Fax 360-344-4619
REVISION TO BUILDING PERMIT # - / Revision #
OWNER: ,mmmmm _ `_SITE ADDRESS:
Total Value of Revision: $ Impervious Surface Change? ❑ Yes
X No
f workthat fully describes the proposed change lus
Revisions require 2 sets of plans and a written scope o p any
additional information that will be of assistance 'in issuing your revision. If your plans were stamped by a design
professional, all revision submittals require a stamp with a wet signature, Be aware that changes to the existing
approved plans may also require you to revise your original building permit application (lot coverage, impervious
surface, structure square footage, etc.) and energy code documents (changing windows, heat source, etc.) to
conform to your proposed changes.
0
rc•ani Signature
27
OFFICE USE ONLY:
Date
h
�
AUG 64 _ t:
Submittal date: -.,,,Two sets of plans for •c.v� d h.;..1ft';,r�r
Approval of engineer of record (if original plans engineered): ❑ s ❑o ��
P:OSD\Departrnent Forms\BuiIding FormslApplication-Revision. doc
paST r
r
Receipt Number: 08-ft2tl
eceipt,Date
}
0910512008
Cashier: FRONTDESK Payer/Payee Name: t"CQNl+ORTHDM S M
Original Fee Amount Fee
Permit #
Parcel
Fee Description
Amount
Paid Balande
BLD08-168
974101504
Revision to existing Building Permit
$50.00
$50.00 $0.00
Total:
$50.00
Previous Payment History
Receipt #?
receipt Date
Fee Description
Amou nit Paid
Permit #
08-0754
08/13/2008
Building Permit Fee
$839.75
BLD08-168
08-0754
08/13/2008
Energy Code Fee - New Single Family Unit
$100.00
BLD08-168
08-0754
08/13/2008
Mechanical Permit Fee per Dwelling Unit - 1
$150.00
BLD08-168
08-0685
07/21/2008
Plan Review Fee
$50.00
BLD08-168
08-0754
08/13/2008
Plan Review Fee
$495.84
BLD08-168
08-0754
08/13/2008
Plumbing Permit Fee per Dwelling Unit -Ne
$150.00
BLD08-168
08-0754
08/13/2008
Record Retention Fee for Building Permit
$10.00
BLD08-168
08-0754
08/13/2008
State Building Code Council Fee
$4.50
BLD08-168
08-0754
08/13/2008
Technology Fee for Building Permit
$16.80
BLD08-168
PaymeInt
Check
Payment
Method
N'umlier
m�ou nt
CHECK"
3297
$ 50.00
Total $50.00
genpmtrreceipts Page 1 of 1
Receipt Number: 05 05
0061n l Fee Arnci6nt, Fe
PO rMIt #
a
l=ee crl tcrn
� t � Paidi a ce"
BLD08-168
974101504
Plan Review Fee
$50.00 $50.00 $0.00
Total $50.00
Re t #
ReC16 Date, ',
Fire I trlpiJoh ,
ount, Paid Pe(rhIt I�
Payment
,...
+ ec -.
„,
Pay ,ee t
Method
A,ot,
CHECK
3268
$ 50.00
Total $50.00
genpmtrreceipts Page 1 of 1
Permit # Parcel
BLD08-168
974101504
BLD08-168
974101504
BLD08-168
974101504
BLD08-168
974101504
BLD08-168
974101504
BLD08-168
974101504
BLD08-168
974101504
BLD08-168
974101504
Original Fee
Am,ount
Fee Description
Amount
Paid
Plan Review Fee
$545.84
$495.84
Technology Fee for Building Permit
$16.80
$16.80
Energy Code Fee - New Single Fam it
$100.00
$100.00
State Building Code Council Fee
$4.50
$4.50
Plumbing Permit Fee per Dwelling l
$150.00
$150.00
Mechanical Permit Fee per Dwelling
$150.00
$150.00
Building Permit Fee
$839.75
$839.75
Record Retention Fee for Building P
$10.00
$10.00
Total.
$1,766.89
Receipt # Receipt Date Fee Description Amount Paid Permit
08-0685 07/21/2008 Plan Review Fee $50.00 BLD08-168
F _
paym a rat Check Paym a nt
Method Number Amount
CHECK 1102 $ 1,766.89
Total $1,766.89
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
genpnitrreceipts Page 1 of 1
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'PORT
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU
WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY.
II
DATE OF INSPECTION: PERMIT NUMBER:
SITE ADDRESS: 1z 0 Tokre if:7"
CONTACT PERSON: PHONE:
TYPE OF INSPECTION:
11 APPROVED
X
0 APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
Inspector 1c, Date
Date
0 NOT APPROVED
Call for re -inspection before
proceeding.
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.
90AT
Al CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU
WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY.
r
DATE OF INSPECTION: Z2'j PERMIT NUMBER:
AARJ <!T�
SITE ADDRESS: t 1'2(-',)
CONTACT PERSON:
TYPE OF INSPECTION:
PHONE:
_Al
7() (/ LLI� � yn-
U/t"(
LL
2�(� C
7q 7
0 APPROVED 0 APPROVED WITH ""a N TAPPROVED' )f
CORRECTIONS
Ok to proceed. Corrections will all ' (9, ' j ",re-i ' I ' jApection-tre' re
checked at next inspection proceeding.
Inspector r kl' Date 2 . . ............ . ...
Acknowledgement Date
Approved plans and permit card must be on -site and available at time of inspection. A re- inspection fee may
be assessed i work is not ready for inspection.
if
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
'A For inspections,
call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want
Y
the inspection. For Monday inspections, call by 3:00 PM Friday.
DATE OF INSPECTION:
iC. PERMIT NUM
SITE ADDRESS: -
PROJECT NAME: CONTRACTOR:
CONTACT PERSON: PHONE:
TYPE OF INSPECTION:
E1 Al'I"IZO VIA D �`° ❑ APPROVED WITH ❑ NOT APPROVED
r.
CORRECTIONS
Ok to proceed. Corrections will be Call for re -inspection before
checked at next inspection p ocec �r .
9.
Inspector ... �........... ....� Date
l
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.
Inspection Report
Project
Permit # ���
gpi4T CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
s INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294 b 3:00 P the day before you want
P P Y Y
the inspection. For Monday inspections, call by 3:00 PM Friday.
p
DATE OF INSPECTION: PERMIT NUMBER: l b
SITE ADDRESS:
PROJECT NAME: CONTRACTOR:
CONTACT PERSON:OI�„
TYPE OF INSPECTION: V �,A. 6k,
❑ APPROVED >61:11'1!II:IVED WITH ❑ NOT APPROVED
/C;"OIIlIEC°1'1ONS
Ok to proceed. Corrections will be Call for re -inspection before
checked at next inspection proceeding.
Inspector D
- - ..........
ate
�..... .........
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.