HomeMy WebLinkAboutBLD08-2313 w
PERMIT # _ .
SCOPE OF WORK:
CITY OF PORT TOWNSEND
PERMIT ACTIVITY LOG
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Lot Size:
Building Size:
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Historic Rev?
Notice to Title .
Lotsof Record?
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BUILDING PERMIT
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-5095
Project Information
Permit Type Commercial Miscellaneous
Site Address 209 MONROE ST
Project Description
Temporary supply ramp/platform
Names Associated with this Project
Type
Name
Applicant
American Legion Post
426
Owner
American Legion Post
#26
Contractor
Owner Builder
Fee Information
Project Valuation
Building Permit Fee
Plan Review Fee
State Building Code Council Fee
Technology Fee for Building Permit
Record Retention Fee for Building
Permit
Total Fees
Permit # BLD08-231
Project Name Temporary supply ramp/platform
Parcel # 989704401
Contact Phone #
Project Details
$500.00 Manual Input
23.50
50.00
4.50
5.00
3.00
$ 86.00
Units:
Bedrooms:
Bathrooms
License
Type License #
STATE exempt
Heat Type:
Construction Type;
Occupancy Type:
Exp Date
12/31/2008
500 DOLL
Ca11385-2294 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 this permit is true and accurate to the best of my knowledge. I further certify
that I am the owner of the prope f°ty r authorized agent of the owner,
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Date Issued: 12/01/2008
Print N� t1lt" Issued By: SFOSTER
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Date Expires: res: 05/30/2009
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Commercial Building Permit Application
Project Address & Zoning District: Legal Description (or Tax #): Office Use OnI�r
Addition
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Permit
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Applications accepted by mail must include a check for initial plan review fee of $150
See the "Commercial Building Permit Application Requirements" for details on
plan submittal requirements -
Property �wvner
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Address
ry
Phone:./ L�.. `�5.....-
Email:
City Business License #
Lender Information:
Lender information must be provided for projects
over $5,000 in valuation per RCW 19.27,095,
Name:
Project Valuation: $
Construction Type.
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Occupancy Rating:
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Building Information (square feet):
1 S` floor •°111
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Restrooms:
2nd floor ..............._...----.. ,.......
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Deck(s): �-� - ,.Fp
3`d floor
Storage---
Basement:
Is it finished? Yes No
Other
New ❑ Addition ❑ Remodel/Repair X
Change of Use ❑
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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 Townsend Municipal Code_
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CITY OF PORT TOWNSEND
Historic Preservation Committee'"
DESIGN REVIEW
Of Proposal(s)
Within the National Historic Landmark District
All applicants and property owners must sign the application below to signify agreement with the
proposed application.
The Applicant(s) hereby certifies that all of the above statements and information contained in any
exhibits, plotplans, or other transmittals made herewith are true andprovide an accurate presentation of
the proposed project. The applicant(s) acknowledges that any action taken by the City of Port Townsend
based in whole or in part on this application may be reversed if it develops that any such statement or
other information contained herein is false.
The undersigned hereby saves and holds the City of Port Townsend harmless from any and all causes of
action, judgments, claims, or demands, or from any liability of any nature arising from any
noncompliance with any restrictive covenants, plat restrictions, deed restrictions, or other restrictions
which nyiy have been established by parties other than the City of Port Townsend.
I
Applicant
perty Owner (if dali reta from applicant)
M�m
Page 1 of 2 8/7/2008
CERTIFICATE OF REVIEW
and
FINDINGS OF THE HISTORIC PRESERVATION COMMITTEE
Design Review Application liPC08-043 Atnerican Le won
The Port Townsend Historic Preservation Committee has completed its design review of the:
Installation of Temporary Ramp for Water Street entrance
Representative: Joe Carey
For the building located at: 209 Monroe Street
The building classification: (highlight one):
Pivotal Primary Secondary Altered Historic/Recent Compatible Intrusion
Review of the project is: Mandatory
Compliance with review is: (circle one) Mandatory Voluntary
The review was conducted pursuant to Chapter 17.30 and of the Port Townsend Municipal Code,
and was based on the application submitted on November 3, 2008
Applicable Guidelines: Secretary of the Interior Guidelines
After review of relevant design guidelines, the Historic Preservation Committee finds that the
proposed development: (circle one)
CONTRIBUTES IS ACCEPTABLE DOES NOT CONTRIBUTE
to the Port Townsend Historic District AS PRESENTED, subject to the following
conditions/limitations:
1. The ramp shall be temporary until the City completes repair of the sidewalk adjoining
the entrance. At that time, the applicant shall propose a permanent solution for this
entrance. After installation, the ramp shall be painted white to match the building.
Blue paint (matching blue trim on the building) may be used for trim and railing parts
of the ramp.
Issued this
l5 isa a ove(
:hair, Historic Preservation Committee
DSD Director (or( -signee
Bcd Permits:Form Letters2
Page I ol'I —Revised 12198
MEANS OF EGRESS
inches (102 mm), the vertical clearance dimension of
1.5 inches (38 mm) shall be permitted to be reduced
by 0.125 inch (3 mm).
1012.5 Handrail extensions. Handrails shall return to a wall,
guard or the walking surface or shall be continuous to the hand-
rail of an adjacent stair flight or ramp run. At stairways where
handrails are not continuous between flights, the handrails
shall extend horizontally at least 12 inches (305 nun) beyond
the top riser and continue to slope for the depth of one tread
beyond the bottom riser. At ramps where handrails are not con-
tinuous between runs, the handrail shall extend horizontally
above the landing 12 inches (305 mm) minimum beyond the
top and bottom ramps.
Exceptions:
1. Handrails within a dwelling unit that is not required to
be accessible need extend only from the top riser to
the bottom riser.
2. Aisle handrails in Group A occupancies in accor-
dance with Section 1025.13.
1012.6 Clearance. Clear space between a handrail and a wall
or other surface shall be a minimum of 1.5 inches (38 mm). A
handrail and a wall or other surface adjacent to the handrail
shall be free of any sharp or abrasive elements.
1012.71'°rojecttons. On ramps, the clear width between hand-
rails shall be 36 finches (914 mm) minimum. Projections into
the required width ol'st airways and ramps at each handrail shall
not exceed 4.5 inches (114 mm) at or below the handrail height.
Projections into the required width shall not be limited above
the minimum headroom height required in Section 1009.2.
1012.8 Intermediate handrails. Stairways shall have
intermediate handrails located in such a manner so that all por-
tions of the stairway width required for egress capacity are
within 30 inches (762 mm) of a handrail. On monumental
stairs, handrails shall be located along the most direct path of
egress travel.
SECTION 1013
GUARDS
1013.1 Where required. Guards shall be located along
open -sided walking surfaces, mezzanines, industrial equip-
ment platforms, stairways, ramps and landings that are located
more than 30 inches (762 mm) above the floor or grade below.
Guards shall be adequate in strength and attachment in accor-
dance with Section 1607.7. Where glass is used to provide a
guard or as a portion of the guard system, the guard shall also
comply with Section 2407. Guards shall also be located along
glazed sides of stairways, ramps and landings that are located
more than 30 inches (762 mm) above the floor or grade below
where the glazing provided does not meet the strength and
attachment requirements in Section 1607.7.
Exception: Guards are not required for the following loca-
tions:
1. On the loading side of loading docks or piers.
2. On the audience side of stages and raised platforms,
including steps leading up to the stage and raised plat-
forms.
3. On raised stage and platform floor areas, such as run-
ways, ramps and side stages used for entertainment or
presentations.
4. At vertical openings in the performance area of stages
and platforms.
5. At elevated walking surfaces appurtenant to stages
and platforms for access to and utilization of special
lighting or equipment.
6. Along vehicle service pits not accessible to the public.
7. In assembly seating where guards in accordance with
Section 1025.14 are permitted and provided.
1013.2 Height. Guards shall form a protective barrier not less
than 42 inches (1067 mm) high, measured vertically above the
leading edge of the tread, adjacent walking surface or adjacent
seatboard.
Exceptions:
1. For occupancies in Group R-3, and within individual
dwelling units in occupancies in Group R-2, guards
whose top rail also serves as a handrail shall have a
height not less than 34 inches (864 mm) and not more
than 38 inches (965 mm) measured vertically from
the leading edge of the stair tread nosing.
2. The height in assembly seating areas shall be in accor-
dance with Section 1025.14.
1013.3 Opening limitations. Open guards shall have balusters
or ornamental patterns such that a 4-inch-diameter (102 mm)
sphere cannot pass through any opening up to a height of 34
inches (864 mm). From a height of 34 inches (864 mm) to 42
inches (1067 mm) above the adjacent walking surfaces, a
sphere 8 inches (203 nun) in diameter shall not pass.
Exceptions:
1. The triangular openings formed by the riser, tread and
bottom rail at the open side of a stairway shall be of a
maximum size such that a sphere of 6 inches (152
mm) in diameter cannot pass through the opening.
2. At elevated walking surfaces for access to and use of
electrical, mechanical or plumbing systems or equip-
ment, guards shall have balusters or be of solid mate-
rials such that a sphere with a diameter of 21 inches
(533 mm) cannot pass through any opening.
3. In areas that are not open to the public within occu-
pancies in Group I-3, F, H or S, balusters, horizontal
intermediate rails or other construction shall not per-
mit a sphere with a diameter of 21 inches (533 mm) to
pass through any opening.
4. In assembly seating areas, guards at the end of aisles
where they terminate at a fascia of boxes, balconies
and galleries shall have balusters or ornamental pat-
terns such that a 4-inch-diameter (102 mm) sphere
cannot pass through any opening up to a height of 26
inches (660 mm). From a height of 26 inches (660
mm) to 42 inches (1067 mm) above the adjacent
2006 INTERNATIONAL BUILDING CODE® 217
MEANS OF EGRESS
walking surfaces, a sphere 8 inches (203 mm) in
diameter shall not pass.
5. Within individual dwelling units and sleeping units in
Group R-2 and R-3 occupancies, openings for
required guards on the sides of stair treads shall not
allow a sphere of 4.375 inches (111 mm) to pass
through.
1013.4 Screen porches. Porches and decks which are enclosed
with insect screening shall be provided with guards where the
walking surface is located more than 30 inches (762 mm) above
the floor or grade below.
1013.5 Mechanical equipment. Guards shall be provided where
appliances, equipment, fans, roof hatch openings or other compo-
nents that require service are located within 10 feet (3048 mm) of
a roof edge or open side of a walking surface and such edge or
open side is located more than 30 inches (762 mm) above the
floor, roof or grade below. The guard shall be constructed so as to
prevent the passage of a 21-inch-diameter (533 mm) sphere. The
guard shall extend not less than 30 inches (762 mm) beyond each
end of such appliance, equipment, fan or component.
1013.6 Roof access. Guards shall be provided where the roof
hatch opening is located within 10 feet (3048 mm) of a roof
edge or open side of a walking surface and such edge or open
side is located more than 30 inches (762 min) above the floor,
roof or grade below. The guard shall be constructed so as to pre-
vent the passage of a 21-inch-diameter (533 mm) sphere.
SECTION 1014
EXIT ACCESS
1014.1 General. The exit access arrangement shall comply
with Sections 1014 through 1017 and the applicable provisions
of Sections 1003 through 1013.
1014.2 Egress through intervening spaces. Egress through
intervening spaces shall comply with this section.
1. Egress from a room or space shall not pass through
adjoining or intervening rooms or areas, except where
such adjoining rooms or areas are accessory to the area
served, are not a high -hazard occupancy and provide a
discernible path of egress travel to an exit.
Exception: Means of egress are not prohibited
through adjoining or intervening rooms or spaces in a
Group H, S or F occupancy when the adjoining or
intervening rooms or spaces are the same or a lesser
hazard occupancy group.
2. Egress shall not pass through kitchens, storage rooms,
closets or spaces used for similar purposes.
Exceptions:
1. Means of egress are not prohibited through a
kitchen area serving adjoining rooms constitut-
ing part of the same dwelling unit or sleeping
unit.
2. Means of egress are not prohibited through
stockrooms in Group M occupancies when all
of the following are met:
2.1. The stock is of the same hazard classifi-
cation as that found in the main retail
area;
2.2. Not more than 50 percent of the exit
access is through the stockroom;
2.3. The stockroom is not subject to locking
from the egress side; and
2.4. There is a demarcated, minimum
44-inch-wide (1118 mm) aisle defined
by full or partial height fixed walls or
similar construction that will maintain
the required width and lead directly
from the retail area to the exit without
obstructions.
3. An exit access shall not pass through a room
that can be locked to prevent egress.
4. Means of egress from dwelling units or sleep-
ing areas shall not lead through other sleeping
areas, toilet rooms or bathrooms.
1014.2.1 Multiple tenants. Where more than one tenant
occupies any one floor of a building or structure, each tenant
space, dwelling unit and sleeping unit shall be provided with
access to the required exits without passing through adja-
cent tenant spaces, dwelling units and sleeping units.
Exception: Means of egress shall not be prohibited
through adjoining tenant space where such rooms or
spaces occupy less than 10 percent of the area of the ten-
ant space through which they pass; are the same or simi-
lar occupancy group; a discernable path of egress travel
to an exit is provided; and the means of egress into the
adjoining space is not subject to locking from the egress
side. A required means of egress serving the larger tenant
space shall not pass through the smaller tenant space or
spaces.
1014.2.2 Group I-2. Habitable rooms or suites in Group I-2
occupancies shall have an exit access door leading directly
to a corridor.
Exceptions:
1. Rooms with exit doors opening directly to the out-
side at ground level.
2. Patient sleeping rooms are permitted to have one
intervening room if the intervening room is not
used as an exit access for more than eight patient
beds.
3. Special nursing suites are permitted to have one
intervening room where the arrangement allows
for direct and constant visual supervision by nurs-
ing personnel.
4. Forrooms other than patient sleeping rooms located
within a suite, exit access travel from within the
suite shall be permitted through one intervening
room where the travel distance to the exit access
door is not greater than 100 feet (30 480 mm).
5. For rooms other than patient sleeping rooms
located within a suite, exit access travel from
218 2006 INTERNATIONAL BUILDING CODE®
MEANS OF EGRESS
3. Vehicle ramps in parking garages for pedestrian exit
access shall not be required to comply with Sections
1010.3 through 1010.9 when they are not an accessi-
ble route serving accessible parking spaces, other
required accessible elements or part of an accessible
means of egress.
1010.2 Slope. Ramps used as part of a means of egress shall
have a running slope not steeper than one unit vertical in 12
units horizontal (8-percent slope). The slope of other pedes-
trian ramps shall not be steeper than one unit vertical in eight
units horizontal (12.5-percent slope).
Exception: An aisle ramp slope in occupancies of Group A
shall comply with Section 1025.11.
1010.3 Cross slope. The slope measured perpendicular to the
direction of travel of a ramp shall not be steeper than one unit
vertical in 48 units horizontal (2-percent slope).
1010.4 Vertical rise. The rise for any ramp run shall be 30
inches (762 mm) maximum.
1010.5 Minimum dimensions. The minimum dimensions of
means of egress ramps shall comply with Sections 1010.5.1
through 1010.5.3.
1010.5.1 Width. The minimum width of a means of egress
ramp shall not be less than that required for corridors by
Section 1017.2. The clear width of a ramp and the clear
width between handrails, if provided, shall be 36 inches
(914 mm) minimum.
1010.6.4 Change in direction. Where changes in direction
of travel occur at landings provided between ramp runs, the
landing shall be 60 inches by 60 inches (1524 mm by 1524
mm) minimum.
Exception: Landings in nonaccessible Group R-2 and
R-3 individual dwelling units are permitted to be 36 1
inches by 36 inches (914 mm by 914 mm) minimum.
1010.6.5 Doorways. Where doorways are located adjacent
to a ramp landing, maneuvering clearances required by ICC
Al 17.1 are permitted to overlap the required landing area.
1010.7 Ramp construction. All ramps shall be built of materi-
als consistent with the types permitted for the type of construc-
tion of the building, except that wood handrails shall be
permitted for all types of construction. Ramps used as an exit
shall conform to the applicable requirements of Sections
1020.1 through 1020.1.3 for exit enclosures.
1010.7.1 Ramp surface. The surface of ramps shall be of
slip -resistant materials that are securely attached.
1010.7.2 Outdoor conditions. Outdoor ramps and outdoor
approaches to ramps shall be designed so that water will not
accumulate on walking surfaces. I
1010.8 Handrails. Ramps with a rise greater than 6 inches
(152 mm) shall have handrails on both sides. Handrails shall
comply with Section 1012.
1010.5.2 Headroom. The minimum headroom in all parts 1010.9 Edge protection. Edge protection complying with Sec -
of the means of egress ramp shall not be less than 80 inches tions 1010.9.1 or 1010.9.2 shall be provided on each side of 1'
(2032 mm). ramp runs and at each side of ramp landings.
1010.5.3 Restrictions. Means of egress ramps shall not
reduce in width in the direction of egress travel. Projections
into the required ramp and landing width are prohibited.
Doors opening onto a landing shall not reduce the clear
width to less than 42 inches (1067 nun).
1010.6 Landings. Ramps shall have landings at the bottom and
top of each ramp, points of turning, entrance, exits and at doors.
Landings shall comply with Sections 1010.6.1 through
1010.6.5.
1010.6.1 Slope. Landings shall have a slope not steeper than
one unit vertical in 48 units horizontal (2-percent slope) in
any direction. Changes in level are not permitted.
1010.6.2 Width. The landing shall be at least as wide as the
widest ramp run adjoining the landing.
1010.6.3 Length. The landing length shall be 60 inches
(1525 mm) minimum.
Exceptions:
1. Landings in nonacc essible Group R-2 and R-3
individual dwelling units are permitted to be 36
inches (914 mm) minimum.
2. Where the ramp is not a part of an accessible route,
the length of the landing shall not be required to be
more than 48 inches (1220 mm) in the direction of
travel.
Exceptions:
1. Edge protection is not required on ramps that are not
required to have handrails, provided they have flared
sides that comply with the ICC A117.1 curb ramp
provisions.
2. Edge protection is not required on the sides of ramp
landings serving an adjoining ramp run or stairway.
3. Edge protection is not required on the sides of ramp
landings having a vertical dropoff of not more than
0.5 inch (12.7 mm) within 10 inches (254 mm) hori-
zontally of the required landing area.
1010.9.1 Curb, rail, wall or barrier. A curb, rail, wall or
barrier shall be provided that prevents the passage of a
4-inch-diameter (102 nun) sphere, where any portion of the
sphere is within 4 inches (102 mm) of the floor or ground
surface.
1010.9.2 Extended floor or ground surface. The floor or
ground surface of the ramp run or landing shall extend 12
inches (305 mm) minimum beyond the inside face of a
handrail complying with Section 1012.
1010.10 Guards. Guards shall be provided where required by
Section 1013 and shall be constructed in accordance with Sec-
tion 1013.
11
2006 INTERNATIONAL BUILDING CODE®
215
MEANS OF EGRESS
SECTION 1011
EXIT SIGNS
1011.1 Where required. Exits and exit access doors shall be
marked by an approved exit sign readily visible from any direc-
tion of egress travel. Access to exits shall be marked by readily
visible exit signs in cases where the exit or the path of egress
travel is not immediately visible to the occupants. Exit sign
placement shall be such that no point in a corridor is more than
100 feet (30 480 mm) or the listed viewing distance for the sign,
whichever is less, from the nearest visible exit sign.
Exceptions:
1. Exit signs are not required in rooms or areas that
require only one exit or exit access.
2. Main exterior exit doors or gates that are obviously
and clearly identifiable as exits need not have exit
signs where approved by the building official.
3. Exit signs are not required in occupancies in Group U
and individual sleeping units or dwelling units in
Group R-1, R-2 or R-3.
4. Exit signs are not required in sleeping areas in occu-
pancies in Group I-3.
5. In occupancies in Groups A-4 and A-5, exit signs are
not required on the seating side of vomitories or open-
ings into seating areas where exit signs are provided
in the concourse that are readily apparent from the
vomitories. Egress lighting is provided to identify
each vomitory or opening within the seating area in an
emergency.
1011.2 Illumination. Exit signs shall be internally or exter-
nally illuminated.
Exception: Tactile signs required by Section 1011.3 need
not be provided with illumination.
1011.3 Tactile exit signs. A tactile sign stating EXIT and com-
plying with ICC Al17.1 shall be provided adjacent to each
door to an egress stairway, an exit passageway and the exit dis-
charge.
1011.4 Internally illuminated exit signs. Internally illumi-
nated exit signs shall be listed and labeled and shall be installed
in accordance with the manufacturer's instructions and Section
2702. Exit signs shall be illuminated at all times.
1011.5 Externally illuminated exit signs. Externally illumi-
nated exit signs shall comply with Sections 1011.5.1 through
1011.5.3.
1011.5.1 Graphics. Every exit sign and directional exit sign
shall have plainly legible letters not less than 6 inches (152
mm) high with the principal strokes of th5 letters not less
than 0.75 inch (19.1 mm) wide. The word "°1�'AIT" shall
have letters having a width not less than 2 inches (51 mm)
wide, except the letter "I," and the minimum spacing
between letters shall not be less than 0.375 inch (9.5 mm).
Signs larger than the minimum established in this section
shall have letter widths, strokes and spacing in proportion to
their height.
The word "EXIT" shall be in high contrast with the back-
ground and shall be clearly discernible when the means of
exit sign illumination is or is not energized. If a chevron
directional indicator is provided as part of the exit sign, the
construction shall be such that the direction of the chevron
directional indicator cannot be readily changed.
1011.5.2 Exit sign illumination. The face of an exit sign
illuminated from an external source shall have an intensity
of not less than 5 foot-candles (54 lux).
1011.5.3 Power source. Exit signs shall be illuminated at
all times. To ensure continued illumination for a duration of
not less than 90 minutes in case of primary power loss, the
sign illumination means shall be connected to an emergency
power system provided from storage batteries, unit equip-
ment or an on -site generator. The installation of the emer-
gency power system shall be in accordance with Section
2702.
Exception: Approved exit sign illumination means that
provide continuous illumination independent of external
power sources for a duration of not less than 90 minutes,
in case of primary power loss, are not required to be con-
nected to an emergency electrical system.
SECTION 1012
HANDRAILS
1012.1 Where required. Handrails for stairways and ramps
shall be adequate in strength and attachment in accordance
with Section 1607.7. Handrails required for stairways by Sec-
tion 1009.10 shall comply with Sections 1012.2 through
1012.8. Handrails required for ramps by Section 1010.8 shall
comply with Sections 1012.2 through 1012.7.
1012.2 Height. Handrail height, measured above stair tread
nosings, or finish surface of ramp slope shall be uniform, not
less than 34 inches (864 mm) and not more than 38 inches (965
mm).
1012.3 Handrail graspability. Handrails with a circular
cross-section shall have an outside diameter of at least 1.25
inches (32 mm) and not greater than 2 inches (51 mm) or shall
provide equivalent graspability. If the handrail is not circular, it
shall have a perimeter dimension of at least 4 inches (102 mm)
and not greater than 6.25 inches (160 mm) with a maximum
cross-section dimension of 2.25 inches (57 mm). Edges shall
have a minimum radius of 0.01 inch (0.25 mm).
1012.4 Continuity. Handrail -gripping surfaces shall be con-
tinuous, without interruption by newel posts or other obstruc-
tions.
Exceptions:
1. Handrails within dwelling units are permitted to be
interrupted by a newel post at a stair landing.
2. Within a dwelling unit, the use of a volute, turnout or
starting easing is allowed on the lowest tread.
3. Handrail brackets or balusters attached to the bottom
surface of the handrail that do not project horizontally
beyond the sides of the handrail within 1.5 inches (38
mm) of the bottom of the handrail shall not be consid-
ered obstructions. For each 0.5 inch (12.7 mm) of
additional handrail perimeter dimension above 4
216
2006 INTERNATIONAL BUILDING CODE®
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dood*ty V0609 6
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Industrial Hygiene ......................104
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HaadoMeileas V06266
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Industrial Painting ......................105
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Industrial Safety .........................105
bahe hleaft Stoy V0324 d
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Videos.LNI.wa.gov
h
Receipt Number:
Receipt Date:,
12101112068
CAshi ier, Ft i,Y'i'OESK Pijer/PAyee t rnee M ERICAN LEdIONPOST Jf26 ,
_ Original Fee
Am,ount
Fee
parmitAf
Fee Description
Amc+ent
Paid
Vlagpe-;
BLD08-231
989704401
Building Permit Fee
$23.50
$23.50
$0.00
BLD08-231
989704401
Plan Review Fee
$50.00
$50.00
$0.00
BLD08-231
989704401
State Building Code Council Fee
$4.50
$4.50
$0.00
BLD08-231
989704401
Technology Fee for Building Permit
$5.00
$5.00
$0.00
BLD08-231
989704401
Record Retention Fee for Building P
$3.00
$3.00
$0.00
Total:
$86.00
Recefpt,#
Receipt Coate
Payment
Check,
Method
NumberCHECK
5598
Total
pus Payment History
Fee Description
Payment
Am aunt
$ 86.00
$86.00
Amount Paid Perm 8
genpmtrreceipts Page 1 of 1
,?anT ro
CITE' OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
"y INSPECTION REPORT
Op 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.
DATE OF INSPECTION, PERMIT NUMBER: I �� °� 1
SITE ADDRESS:
CONTACT PERSON: PHONE:
TYPE OF INSPECTION:
.......�._.a.._. _.......�
�F
AP PROVED ❑ APPROVED WITH ❑ NOT APPROVED
CORRECTIONS
Ok to proceed. Corrections will be Call for re -inspection before
checked at next inspection proceeding.
.......... J
Ins ector t�_
p �.._ , . ��_....... _. Date
_._ -_ .._.._.. ...._._
Acknowledgement��.�.. ��.... Date...._.............................................�..._ _.mm..
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 far inspection.
PT 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 INSPECTION: PERMIT NUMBER. .
SITE ADDRESS:
PROJECT NAME: CONTRACTOR:
CONTACT PERSON: �, n al � JV X PHONE:
TYPE OF INSPECTION• A` t� J i ..... _..... .
❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED
CORRECTIONS
Ok to proceed. Corrections will be Call for re -inspection before
ch
ecked at next inspection proceeding.
Inspector �............... _...,..W.� _ 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.
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CEi- IIIICATE OF REVIEW
and
FINDINGS OF THE HISTORIC PRESERVATION COMMITTEE
Design Review Application ltPC08-0 3 American Legion
The Port Townsend Historic Preservation Committee has completed its design review of the:
Installation of Temporary Ramp for Water Street entrance
Representative: Joe Carey
For the building located at: 209 Monroe Street
The building classification: (highlight one):
Pivotal Primary Secondary Altered Historic/Recent Compatible Intrusion
Review of the project is: Mandatory
Compliance with review is: (circle one) Mandatory Voluntary
The review was conducted pursuant to Chapter 17.30 and of the Port Townsend Municipal Code,
and was based on the application submitted on 'November 3, 2008.
Appi�tbtt Quidclines: Secretary of the Interior Guidelines
After review of relevant design guidelines, the Historic Preservation Committee finds that the
proposed development: (circle one)
CONTRIBUTES IS ACCEPTABLE DOES NOT CONTRIBUTE
to the Port Townsend Historic District AS PRESENTED, subject to the following
conditions/limitations:
Issued this
The ramp shall be temporary until the City completes repair of the sidewalk adjoining
the entrance. At that time, the applicant shall propose a permanent solution for this
entrance. After installation, the ramp shall be painted white to match the building.
Blue paint (matching blue trim on the building) may be used for trim and railing parts
of the ramp.
�pl�ved „ m Chair, Historic Preservation Committee
f5is-a" rovedb �._.:...:... -.._..
1p '
DSD Director (or :Si mee�
.mw ,
Bcd Permits: Form Letters2
Page 1 of 1— Revised 12198