HomeMy WebLinkAboutBLD07-027QORTro�y� BUILDING PERMIT
City of Port Townsend
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Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-5095
Project Information Permit # BLD07-027
Permit Type Residential - Addition/Remodel Project Name REMODEL DECK
Site Address 2206 SHASTA PLACE Parcel # 955900095
Project Description
Adding sq.ft. to existing deck
Names Associated with this Project License
Type Name Contact Phone # Type License # Exp Date
Applicant Pace Maria L
Fee Information Project Details
Project Valuation $2,000.00 Entered Bid Valuation 2,000 DOLL
Building Permit Fee 69.25 Units: Heat Type:
State Building Code Council Fee 4.50 Bedrooms: Construction Type:
Technology Fee for Building Permit 5.00 Bathrooms: Occupancy Type:
Record Retention Fee for Building 3.50
Permit
Plan Review Fee 50.00
Total Fees $ 132.25
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 this 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 Date Issued: 02/28/2007
Issued By: PWESTERFIELD
Signature Date _ Date Expires: 08/27/2007
PERMIT # JBL r U-) 02 `'
SCOPE OF WORK:
CITY OF PORT TOWNSER
PERMIT ACTIVITY LOG
DATE RECEIVED/'1 16 %
DATE
ACTION INITIALS
2
ENTERED INTO CHET
CA — to Planning — No evidence
CHECKED FOR COMPLETENESS
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Participating Cities: - Bellevue - Bothell - Kenmore - Kirkland - Issaquah - Mercer Island - Sammamish - Snoqualmie - Woodinville -
—40 MyBuildingPermitxom BASIC STAIRS
"BLUEPRINTS FOR SUCCESS"
Stairways with 4 or more -
riser5 require a hand-
rail. SEE TIP SHEET #003
for more information on
the requirements for
handrails.
Min. required
Stairway width i5 36"
The minimum headroom
of a Stair io 6-8".
(Measured vertically f
a plane parallel & tangs
to the 5talrway tread
rio5inoo.)
Stair 5tringer5 and trim
may project into the
required Stairway width
no more than 1-1/2"
on each Side.
TYFICAL STAIR ELEVATION
n
Overhead obstruction.
No more than
12'-0"
without a
landing.
GENERAL INFORMATION:
1. CONSULT WITH YOUR LOCAL PLANNING DEPARTMENT REGARDING REQUIRED SETBACKS.
2. OBTAIN A BUILDING PERMIT BEFORE COMMENCING CONSTRUCTION.
3. THE INTENT OF THIS SHEET IS TO ADDRESS THE BASICS OF PRIVATE RESIDENTIAL STAIRS
CONSTRUCTION ONLY AND DOES NOT ADDRESS THE SUBJECT IN GREAT DETAIL. ADDITIONAL
INFORMATION CAN BE FOUND AT YOUR LOCAL BUILDING DEPARTMENT, HOME IMPROVEMENT STORE, OR LIBRARY.
TIP SHEET
#001
Page 2 of 2
OCTOBER 2002
eCity(
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Participating cities: - Bellevue - Bothell - Kenmore - Kirkland - Issaquah - Mercer Island - Sammamish - Snoqualmie - Woodinville -
4K.
MyBuildingPermit.com BASIC DECKS
"BLUEPRINTS FOR SUCCESS"
Ledger Board
Joist Hanger.
SEE DETAIL
a e4
Wood 2 x _ joists
Wood 2 x _
24" max
overhang
lost to bm. connection
See detail
DECK CONSTRUCTION NOTES:
I. The following illustrations & information
may be used for decks whether or not they
require a permit. ( see tip sheet #000)
2. All wood must be pregoure treated or
naturally decay r6oistant.
3. See Tip Sheet #003 for guardrail requirements
TIP SHEET
#005
Page 1 of 4
OCTOBER 2002
Joist span
See Span Table
Page 2
j Girder beam, See Span table page 2
Footing See detail a e3
Continuous Solid 2 x _ blocking
betweenjoists
r -11 TYPICAL DECK
I'a ei
GENERAL INFORMATION:
1. CONSULT WITH YOUR LOCAL PLANNING DEPARTMENT REGARDING REQUIRED SETBACKS.
2. OBTAIN A BUILDING PERMIT BEFORE COMMENCING CONSTRUCTION.
3. THE INTENT OF THIS SHEET IS TO ADDRESS THE BASICS OF PRIVATE RESIDENTIAL DECKS
CONSTRUCTION ONLY AND DOES NOT ADDRESS THE SUBJECT IN GREAT DETAIL. ADDITIONAL
INFORMATION CAN BE FOUND AT YOUR LOCAL BUILDING DEPARTMENT, HOME IMPROVEMENT STORE,
OR LIBRARY.
•
r
Participating cities: -Bellevue -Bothell -Kenmore -Kirkland - Issaquah - Mercer Island - Sammamish - Snoqualmie -Woodinville -
MyBuildingPermitxom BASIC DECKS
"BLUEPRINTS FOR SUCCESS"
SPAN TABLE FOOTING SCHEDULE FOR OUTSIDE DECKS
All fasteners nails bolts screws etc. must be corrosion resistant
5 any based on use of No.2 Hem -Fir or better
Follow manufacturer's instructions for timber connectors.
Connections
50# 15F loading (10# Dead Load + 40# Live Load)
1 Joist on deck beam; toenail each end
(3) 8d
2 f3ricloin6j or blockin to joist; toenail ea. side, ea. end
Beamspans and footings assume max. 24" overhang
3 2x deckirwl to joist or deck beam; blind and face nail
(2)16d
Joist Size
Spacing Span Girder Beam spans between posts
c to c ft' - in" and footing type.
4x6 FOOTING 4x8 FOOTING
4x10
FOOTING
2X6
12" 10'- 0" 6' max. A 8' max. B
10' max.
C
16" 9'- V 6' max. A 8' max. B
10' max.
C
24" T- 11,, 7' max. A 9' max. 13
11' Max.
C
2X8
12" 13'- 2" 5' max. 5 6' max. 5
8' max.
C
16" 12'- 0" 5' max. B 7' max. B
9' max.
C
24" 10'- 2" 6' max. 5 8' max. B
10' max.
C
2X10
12" 16' - 10" 4' max. 5 5' max. B
7' max.
C
16" 15'- 2" 5' max. 5 6' max. B
8' max.
C
24" 12'- 5" 1 5' max. 5 7' max. B
9' max.
C
FOOTING TYPES
TYPE
51ZE NOTE:
A
12" X 12" X 12" Fier blks. may be substituted for Type
A footin s
B
16" X 16" X 12"
C
18"x18"x12"
DECK CONSTRUCTION CONNECTIONS
All fasteners nails bolts screws etc. must be corrosion resistant
Follow manufacturer's instructions for timber connectors.
Connections
Nailin
1 Joist on deck beam; toenail each end
(3) 8d
2 f3ricloin6j or blockin to joist; toenail ea. side, ea. end
(2) Sd
3 2x deckirwl to joist or deck beam; blind and face nail
(2)16d
GENERAL INFORMATION:
1. CONSULT WITH YOUR LOCAL PLANNING DEPARTMENT REGARDING REQUIRED SETBACKS.
2. OBTAIN A BUILDING PERMIT BEFORE COMMENCING CONSTRUCTION.
3. THE INTENT OF THIS SHEET IS TO ADDRESS THE BASICS OF PRIVATE RESIDENTIAL DECKS
CONSTRUCTION ONLY AND DOES NOT ADDRESS THE SUBJECT IN GREAT DETAIL. ADDITIONAL
INFORMATION CAN BE FOUND AT YOUR LOCAL BUILDING DEPARTMENT, HOME IMPROVEMENT STORE,
OR LIBRARY.
TIP SHEET
#005
Page 2 of 4
OCTOBER 2002
so so
Participating cities: - Bellevue - Bothell - Kenmore - Kirkland - Issaquah - Mercer Island - Sammamish - Snoqualmie - Woodinville -
TIP SHEET
MyBuildingPermit.com BASIC DECKS #005
Page 3 of 4
"BLUEPRINTS FOR SUCCESS" I OCTOBER 2002
18" min. Girder beam
Corrosion
resistant metal
column cap.
Follow
manufacturer's
installation45` 4 x 4 knee brace
instructions. -
cf�
1/2" lag bolt
top bottom (typical)
ALT. KNEE BRACE DETAIL Pressure treated
2 x 4 knee brace face nailed ea. wood Foot.
side of Foot and beam with
4 - 16,1 nails at each face
and connection.
3 KNEE BRACE DETAIL NOTE:
a e3 Knee braces are req d if distance
from grade to top bf post exceeds
4'-O"
Pressure treated
wood post with I reooure treated
pre -manufactured metal wood Foot.
post base Oct in
concrete footing.
Follow manufacturer's
installation instructions � Concrete column footing
see sheet 2 for dimensions
1 clear �Lo
grade
2 FOOTING DETAIL
T.21c3
GENERAL INFORMATION:
1. CONSULT WITH YOUR LOCAL PLANNING DEPARTMENT REGARDING REQUIRED SETBACKS.
2. OBTAIN A BUILDING PERMIT BEFORE COMMENCING CONSTRUCTION.
3. THE INTENT OF THIS SHEET IS TO ADDRESS THE BASICS OF PRIVATE RESIDENTIAL DECKS
CONSTRUCTION ONLY AND DOES NOT ADDRESS THE SUBJECT IN GREAT DETAIL. ADDITIONAL
INFORMATION CAN BE FOUND AT YOUR LOCAL BUILDING DEPARTMENT, HOME IMPROVEMENT STORE,
OR LIBRARY.
Participating cities: -Bellevue -Bothell -Kenmore -Kirkland - Issaquah -Mercer Island - Sammamish - Snoqualmie -Woodinville -
01
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MyBuildingPermit.com
BASIC DECKS
"BLUEPRINTS FOR SUCCESS"
Siding
Sheathing
Interior floor framing
2x rimjoi5t -
-
3/8" x 6" lag bolt
and asher aocembly
1" m
1" minim I
3" 3"
typ. typ.
6"
(:::� LEDGER ELEVATION
T -2 0-C-4,1
Flash or caulk for
water tightneoo
2 x 4 decking
2x preSSure treated
Hem/Fir # 2 ledger
TIP SHEET
#005
Page 4 of 4
OCTOBER 2002
Minimum 18 ga. U -type joist hanger
follow manufacturers installation
instructions ----z
Flashing with
drip
Deck joist
Ledger to be Same Size a5 joist, min. 2 x 6
Attach to existing rimjoi5t with 2 rows of
3/8" Ox 6" lag bolts and waoher5 Spaced at
6" on center and Staggered a5 Shown.
Note: Forjoiot opan5 le55 than 10 feet, ledger
can be attached to rimjoist with a Single row
3/8" Ox 6" lag bolts and wa5her5 Spaced at
6" on center.
GENERAL INFORMATION:
1. CONSULT WITH YOUR LOCAL PLANNING DEPARTMENT REGARDING REQUIRED SETBACKS.
2. OBTAIN A BUILDING PERMIT BEFORE COMMENCING CONSTRUCTION.
3. THE INTENT OF THIS SHEET IS TO ADDRESS THE BASICS OF PRIVATE RESIDENTIAL DECKS
CONSTRUCTION ONLY AND DOES NOT ADDRESS THE SUBJECT IN GREAT DETAIL. ADDITIONAL
INFORMATION CAN BE FOUND AT YOUR LOCAL BUILDING DEPARTMENT, HOME IMPROVEMENT STORE,
OR LIBRARY.
a
as
Participating Cxes� - Bellevue - Bothell - Kenmore - Kirkland - Issaquah - Mercer Island - Sammamish - Snoqualmie - Woodinville -
MyBuildingPermit.com HANDRAILS
"BLUEPRINTS FOR SUCCESS"
Handrail Shall be Smooth
with no 4��NV1 / /INN GNr
i��
11110014
Irail endo
be returned
he wall.
AN VIEW
TIP SHEET
#002
Page 1 of 1
OCTOBER 2002
Height of handrail i5o be
measured vertically from
a plane parallel & tangent
to the Stairway tread
nooingo.
TYh1CAL HANDRAIL ELEVATION
Handrail may pproject a
max. of 3-1/2" into
required Stair width.
1-1/2" Min.
Handgrip: not Ieco
than 1-1/4" or
more than 2"
in diameter
'Z/i See Tlf SHEET
TYh1CAL HANDRAIL DETAILS #003 for more
information.
GENERAL INFORMATION:
1. CONSULT WITH YOUR LOCAL PLANNING DEPARTMENT REGARDING REQUIRED SETBACKS.
2. OBTAIN A BUILDING PERMIT BEFORE COMMENCING CONSTRUCTION.
3. THE INTENT OF THIS SHEET IS TO ADDRESS THE BASICS OF PRIVATE RESIDENTIAL HANDRAIL
CONSTRUCTION ONLY AND DOES NOT ADDRESS THE SUBJECT IN GREAT DETAIL. ADDITIONAL
INFORMATION CAN BE FOUND AT YOUR LOCAL BUILDING DEPARTMENT, HOME IMPROVEMENT STORE,
OR LIBRARY
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KENNETH A. CLARK, a.37-
L.S.
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L.S. NUMBER 12223
- • - - • - -
genpr trreceipts Page 1 of 1
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Receipt Number:
MENEM
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$0.00
M11
BLD07-027
IN
955900095 Plan Review Fee
Millis
$50.00
I
$50.00
BLD07-027
955900095 Technology Fee for Building Permit
$5.00
$5.00
$0.00
BLD07-027
955900095 State Building Code Council Fee
$4.50
$4.50
$0.00
BLD07-027
955900095 Building Permit Fee
$69.25
$69.25
$0.00
BLD07-027
955900095 Record Retention Fee for Building P
$3.50
$3.50
$0.00
Total:
$132.25
mY`'
CHECK
1236 $ 132.25
Total $132.25
genpr trreceipts Page 1 of 1
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asnoq agl 4DIMPUeS •lai:)eJe JOINDa(Jpuoaas JOJ anoge sdals aloq aaluaa leadaa •slloq aalawelp „Z/L ,oml llelsul :lslof cool* asnoq
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suogonagsu� uoi;elle}sul
w31sAs a.3N3Vaa No7N030
Guard installed on all decks over 30" above nrad.."fhi- rz• , J- _,-
Typical Door with 3 Risers
Landings are required on
each side of each
exterior door.
Landings shall not be
6A more than 1-1/2"
lower Than the top of
the threshold.
Exception:
-..The landing shall
not be more than 7-3/4" lower
than the threshold provided the
door does not swing over the landing.
CONSTRUCTION
MATERIALS
Decay resistant woods
heartwood of redwood, cedar,
black locust and pressure
preservatively treated wood
are all acceptable material for
use in deck construction. Field
applied treatment is not an
acceptable method. Fasteners
for pressure preservative
treated woods shall be of hot -
dipped galvanized steel,
stainless steel, silicon bronze
or copper. Field cut ends,
notches and drilled holes of
pressure preservatively treated
wood shall be retreated in the
field in accordance with AWPA
M4.
IRC R319 & R320.
Illuminate stairs
with controls
----
located at top and
bottom of stairs.
6'
8"
ri M
in
36' min
-
landing .
Min. 10' run
�
36" min
Max. 7 314" rise
landing
City of Port Townsend
Development Services Department
Waterman & Katz Building
181 Quincy Street, Suite 301A
Port Townsend, WA 98368
(360) 379-3208 Fax: (360) 385-7675
2003 IRC
This tip sheet may be used as a guide for single-family residential uncovered deck permits.
Submittal Requirements:
1. Two Site Plans showing dimensions of your deck and its relationship to existing buildings or structures on the
property and the distance to existing property lines drawn to scale. Include the project address on the drawings.
2. Two Plans showing the framing layout of your deck.
3. Fill out a building permit application.
4. If your deck will occur on a steep slope, please contact your local building department for additional requirements.
NOTE: Joist
For framing detai
member sizes,
see page 3.
Joists —
Decking -
24" max.
overhang
Joist Tr_ spacingSupport post,ost
see span table ��
page 3
,see
Post -to -beam connection
see detail
page 5
Deck Construction Notes:
Joist span,
see span table
page 3
Continuous solid 2x blocking
between joists
\ �F 'T Girder beam, see span table page 3
' Footing, seepage 2
24" maximum beam overhang
Typical Deck
1. The illustrations and information in this tip sheet may be used for decks whether or not they require a permit.
See Tip Sheet 0 for permit requirements.
2. All wood must be pressure treated or naturally resistant to decay. Treat all cut ends with end -cut solution. Use
ground -contact treated wood.
3. Fasteners, hangers, nails, etc., must be stainless steel, hot -dipped galvanized, or as specifically required for the
specified wood preservative used. The coating weights for zinc -coated fasteners to be in accordance with
ASTM A 153. Provide documentation in the field showing the required fastener protection considering the wood
chosen for your deck.
4. You may modify any components of this tip sheet with justification by analysis or calculation. Any modifications
must be reviewed prior to permit issuance.
5. See Tip Sheet 1 for stairs, 2 for handrails, and 3 for guards.
6. This tip sheet is intended to represent good construction practices for deck construction and related IRC
requirements.
7. All wood assumed to be Hem -Fir #2 or better.
GENERAL INFORMATION:
• Consult with your local planning department regarding required setbacks.
• Obtain a building permit before starting construction.
• The intent of this tip sheet is to address the basics of private residential deck construction only and does not
address the subject in great detail. Additional information can be found at your local building department, home
improvement store, or library.
•
Existing building
Flashing
See details 1&2
page 4
,--- Decking
1/4" spacing
recommended for
drainage
If an exit or egress from the
existing building passes
under the proposed deck, or if
there is an existing patio
under the proposed deck,
6'-8" minimum clearance
must be maintained. Please
indicate openings in existing
wall in elevation view.
NOTE:
Pier blocks may be
substituted for Type A
footings. See page 3.
1" clear
Typical Deck Section
•
0
Basic Decks
Page 2 of 5
36" minimum high
guard with
intermediate rails
spaced so that a
sphere 4" in
diameter cannot
pass through. See
Tip Sheet 3.
4 & 5
/—detailing
details g
for alternate page 5
detailing and notes.
l
Knee braces are
required if distance
from grade to top of
post exceeds 4'.
See detail
page 5
4x4 posts min. w/
8'-0" max. height
Manufactured post
base cast in footing
3,000 psi concrete
(no special
inspection required)
Finished grade
- (2) #4 ea. way, 3"
11=1 11=) 11=1 clear to bottom of
III—III=III- footing. Footing
I I=1 I I=1 I I=1 I I—III=1 I—I to bear on
III=III=III=III=III—III- undisturbed
II—III—ITI—III—III III I earth.
•
•
Basic Decks
Page 3 of 5
Span Table Footing Schedule For Outside Decks
Spans based on use of No.2 Hem -Fir or better
See Deck
Construction Note 3 page 1.
50 p.s.f. loading (10 p.s.f. Dead Load + 40 p.s.f. Live Load)
Follow manufacturer's instructions for timber connectors.
Beam spans and footings assume maximum 24" overhang
Nailing
1 Joist on deck beam; toenail each end
(3) 8d
2 Bridging or blocking to joist; toenail ea. side, ea. end
(3) 8d
Joist
size
Spacing
of joists
Max. span
of joists
3/80x41/2"
lag screw
max. spacing
on 2x ledger
Max. span of girder beams between posts /
footing type
4x6 IFooting
4x8
Footing
4x10
Footing
2X6
@12 in
@16 in
@24 in
9ft- 10 in
8ft-9in
7ft-1 in
5 i
6 i
7 i
5ft-5in
5ft-8in
6ft-1 in
B
B
B
7ft- 2in
7ft- 6in
81t-0in
B
B
B
8ft- 10 in
9ft-2in
9ft- 10 in
C
B
B
2X8
@12 in
@16 in
@24 in
12ft-9in
11ft- 1 in
9ft-0in
4 i
4 i
5 i
4ft- 11 in
5ft-2in
5ft-7in
B
A
B
6ft-6in
6ft-11 in
7ft-5in
B
B
B
8ft-Oin
8ft-5in
9ft-1 in
B
C
B
2X10
@12 in
@16 in
@24 in
15ft-7in
13ft- 6in
11ft-0 in
3 i
3 i
4 i
4ft- 7in
4ft- 10 in
15ft- 3 in
B
B
A
6ft-Oin
6ft-5in
6ft-11 in
B
B
B
7ft-5in
7ft- 10 in
8ft-5in
C
C
B
FOOTING TYPES
TYPE SIZE NOTE:
A 12" X 12" X 12" Pier blocks may be substituted for Type A footings
B 16" X 16" X 12"
C 18" x 18" x 12"
*Footing sizes based on assumed soil bearing pressure of 2000 p.s.f.
Contact your
jurisdiction for additional restrictions.
Deck Construction Connections
All fasteners nails bolts screws etc. must be corrosion resistant.
See Deck
Construction Note 3 page 1.
Follow manufacturer's instructions for timber connectors.
Connections
Nailing
1 Joist on deck beam; toenail each end
(3) 8d
2 Bridging or blocking to joist; toenail ea. side, ea. end
(3) 8d
3 2x decking to joist or deck beam; blind and face nail
(2) 16d
1"
4b a
NOTE:
Refer to Deck Construction Note
3, page 1 for requirements on
2 Ledger Elevation
page 4
Basic Decks
Page 4 of 5
1pe joist hanger.
installation
as joist,
existing rim
ge 3
zJ — ...,............,.e on page 3.
r7l
G
Basic Decks
Page 5 of 5
Alternate Knee Brace Detail:
2 x 4 knee brace face nailed ea.
side of post and beam with
4 - 16d nails at each face
and connection.
�1 Knee Brace Detail
page 5
Secure ballusters
Non -corrosive
metal post/beam
connector
2" diameter lag bolt
p & bottom (typical)
Pressure treated
wood post
NOTE:
Knee braces are required if
distance from grade to top of post
exceeds 4 feet.
Secure ballusters
Solid blocking
24" max.
Non -corrosive
metal post/beam
connector
(�� Alternate Joist -to -Beam �1 Alternate Joist -to -Beam
page 5 Conditionpage 5 Condition
Beam splices to
occur over posts with
1-1/2" min. bearing
18" min. Girder beam
Corrosion
resistant metal
column cap.
Follow
manufacturer's
installation
instructions. _E
,, �� 4 x 4 knee brace
Alternate Knee Brace Detail:
2 x 4 knee brace face nailed ea.
side of post and beam with
4 - 16d nails at each face
and connection.
�1 Knee Brace Detail
page 5
Secure ballusters
Non -corrosive
metal post/beam
connector
2" diameter lag bolt
p & bottom (typical)
Pressure treated
wood post
NOTE:
Knee braces are required if
distance from grade to top of post
exceeds 4 feet.
Secure ballusters
Solid blocking
24" max.
Non -corrosive
metal post/beam
connector
(�� Alternate Joist -to -Beam �1 Alternate Joist -to -Beam
page 5 Conditionpage 5 Condition
CITY OF PORT TOWNSEND
lA&LOPMENT SERVICES DEPARTMENT* Poor ropy
City Hall, 250 Madison Street, Suite 3 �o y
Port Townsend, WA 98368
Phone: 360-379-5095 Fax 360-344-4619 ca o
.1r
RESIDENTIAL BUILDING PERMIT APPLICATION
NEW CONSTRUCTION, REMODELS, & ADDITIONS
Property Street Address 22oco j has ICS p q ace
Zoning District Parcel #
Legal Description: Addition ffam t tA-6hfeBlock Lot(s) QS
General Contractor's Name N
bot l wo rr- m eft w
Mailing Address
New Garage or Carport
Phone
Cell Phone
State License Number
City Business License Number
Authorized Representative/Contact Person:
Phone:
Estimated Value of construction $ 2000
Q
Financed By � �
Date Work is to Begin 3 0 7
Date Work is to be Completed
Scope of Work:
Please check all items that apply for the type of building permit you are requesting:
New House
Garage sq. ft:
Addition
New Garage or Carport
Unfinished Basement sq ft:
Repair/Remodel Garage
Repair/Remodel House
Decks sq. ft:
Accessory Dwelling Unit
Manufactured Home
Other (please describe):
Floor Area: the proposed structure is to be used for:
Finished Heated Space sq. ft:
Garage sq. ft:
Unfinished Heated Space sq ft:
Carport sq. ft:
Unfinished Basement sq ft:
Porches sq. ft:
Semi -Finished Basement sq ft:
Decks sq. ft:
Storage sq. ft:
Other (please describe):
P:\DSD\Forms\Building Forms\Application-Residential Building Permit.doc Page 1 of 2
9 9
CITY OF PORT TOWNSEND RESIDENTIAL BUILDING PERMIT APPLICATION
NEW CONSTRUCTION, REMODELS, & ADDITIONS
Site Area/Coverage Information:
1. The total area of the property in square feet:
2. The total area covered by existing and proposed structures in square feet: ` , r,
total round coverage from the outside of walls or supporting l 2-' X
� gpporting members)
Percentage of lot coverage: (2=1)
Impervious Surfaces:
Please provide the square footage of the roof area of the proposed and existing structures, and the square footage of the total area
covered by porches, walkways, patios and driveways. Do not include decks allowing drainage to earth below.
Proposed House Roofprint sq. ft:
Existing House Roofprint sq. ft:
Proposed Garage Roofprint sq. ft:
Existing Garage Roofprint sq. ft:
Proposed Porch/Walkway sq. ft:
Existing Porch/Walkway sq. ft:
Proposed Driveways sq. ft:
Existing Driveways sq. ft:
Other (describe):
Other (describe):
Total Proposed Impervious sq. ft:
Total Existing Impervious sq. ft:
Total Proposed + Existing sq. ft:
Percentage Impervious:
(Impervious surface _ lots . ft
*If total impervious surface is equal to or greater than 40% of the lot area, you must submit a written stormwater plan to address run
off.
Please check which plans you are submitting with this application (2 sets needed):
Installing Manufactured Home Yes No
Site Plan
Was the manufactured home originally constructed within three (3) years of proposed placement? Yes No
Interior & Exterior Wall Bracing (panel locations shown
on floor plan)
3) Roof must be composed of composition, wood shake or shingle, coated metal, or a similar roof material; and
Drainage Plan (if 40% or more impervious)
Typical Wall Framing Details (section from foundation
through roof)
Foundation Plan
Elevations
Floor Plan
2003 WSEC* Compliance: Prescriptive_ Component_
Floor Framing Plan
WSEC Construction Checklist (Washington State Energy Code)
Roof Framing Plan
Other: C -v-. l a -ns
Installing Manufactured Home Yes No
Year: Make:
Was the manufactured home originally constructed within three (3) years of proposed placement? Yes No
2) Manufactured home must be placed on a permanent foundation with the space from the bottom of the home to the
ground enclosed by either load bearing concrete or decorative concrete or masonry blocks so that no more than one foot of the
perimeter foundation is visible above grade; and
3) Roof must be composed of composition, wood shake or shingle, coated metal, or a similar roof material; and
4) Title to the manufactured home must be eliminated as a condition of building permit approval.
PADSD\Forms\Building FormsWpplication-Residential Building Permit.doc Page 2 of 2
CITY OF PORT TOWNSEND RESIDENTIAL BUILDING PERMIT APPLICATION
NEW CONSTRUCTION, REMODELS, & ADDITIONS
Special Conditions
Please check YES or NO as applicable
YES
NO
1. Is the property within 200 feet of a fresh or saltwater shoreline?
2. Is the property within the Port Townsend Historical District?
3. Is the property located within or adjacent to an environmentally sensitive area?
4. Will this proposal involve any sewer, water or other utility extensions that will, or could serve vacant
properties other than the project site? If yes, please attach information identifying the utility extensions and
sites.
5. Have any special conditions been placed on this property, or has the property been subject to any
conditions on any prior action of the City (if "Yes" to any of the following, attach copies of appropriate
documents):
Subdivision/Short Plat/Boundary Line Adjustment?
X
SEPA (environmental review)?
Variance?
Conditional Use Permit?
Street Vacation?
X
Planned Unit Development?
X
Restrictive Covenant?
Easement?
x
6. Are any properties within 800 feet of the site owned or controlled by the applicant, any relative or
business associate, or any partnership, corporation, or other entity affiliated with the applicant? (If }es,
attach list.
7. Have any of the properties listed in item #6 been developed within the last two years? (If yes, attach list.)
8. Have you previously discussed this project with a City staff member? If yes, who and when?
X
The applicant hereby certifies to have knowledge of those sections of the International Residential Code and the Port
Townsend Municipal Code pertinent to the above project and that the applicant is responsible for constructing in conformance with
these codes; the applicant understands that the permit, if issued, expires in six months unless work is started; that the permit, after
construction has started, will expire after one year if an inspection is not made to show significant progress on the tructure; the
applicant agrees to abide by the ordinances, codes, regulations, restrictive covenants, deed or plat restrictions, and water and sewer
plans attached hereto; the applicant certifies that all information given above and on accompanying plans s complete and accurate to
the best of their knowledge; and the applicant understands that this information will be relied upon in granting permits and that if such
information is later found to be inaccurate any permits may be withdrawn.
P:\DSD\Forms\Building Forms\Application-Residential Building Permit.doc Page 3 of 3
CITY OF PORT TOWNSEND RESIDENTIAL BUILDING PERMIT APPLICATION
NEW CONSTRUCTION, REMODELS, & ADDITIONS
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 may have been established by parties other than the City of Port Townsend.
Port Townsend Municipal Code, Section 16.04.140, Vested Rights - Substantially Complete Building Permit Application:
applications for all land use and development permits required under ordinances of the city shall be considered under the zoning and
other land use control ordinances in effect on the date a fully complete building permit application, meeting the requirements dentified
in this section, is filed with the Development Services Department. Until a complete building permit application is filed, all
applications for land use and development permits shall be reviewed subject to any zoning or other land use control odinances which
become effective prior to the date of issuance of a final decision by the city on the application.
An application for a building permit shall be considered complete when an application meeting all of the requirements of
Section R 105.3 of the International Residential Code, 2003 Edition, is submitted which is consistent with all then applicable
ordinances and laws. In addition, to be considered complete, such an application must be accompanied by complete applications for a
subsidiary land use or development permits needed, such as a complete shoreline management permit application and/or complete
applications for other discretionary permits required under the ordinances of Port Townsend. An application for a partial permit under
Section R105.3.1 of the International Residential Code, 2003 Edition, shall not be considered complete unless it meets all requirements
stated above and contains plans for the complete structural frame of the building and the architectural plans for the structure.
Signature of Applicant or Authorized Representative Date
For Official Use Only
Permit N
L 1-7 -QLD
Building Official Approval
PIC4����
Date Issued
Balance Due $
Date
Validation Stamp below:
Owner/Representative Signature
Date
P:\DSD\Forms\Building Forms\Application-Residential Building Permit.doc Page 4 of 4
0 0 "-f j 1, /L_0-�
CITY OF PT TOWNSEND RESIDENTIAL BUILDING PE
RIT NEW CONSTRUCTION, REMODELS, & ADDITTION�PLICATION
Property Site Area/Coverage Information:
1. The total area of the property in square feet: 03/
2. The total area covered by existing and proposed structures in square feet
(total ground coverage from the outside of walls or supporting
mem�rs9
Percentage of lot coverage: (2_1)
Impervious Surfaces:
Please provide the square footage of the roof area of the proposed and existing structures, and the square footage
of the total area covered by porches, walkways, patios and driveways. Do not include decks allowing drainage to
earth below.
Proposed House Roofprint sq. ft:
Proposed Garage Roofprint sq. ft:
Proposed Porch/Walkway sq. ft:
Proposed Driveways sq. ft:
Other (describe):
7I4/
Interior & Exterior Wall Bracing (panel locations
Existing House Roofprint sq. ft:
,5167
X
Existing Garage Roofprint sq, ft:
iZQ
foundation through roof)
Existing Porch/Walkway sq, ft:
fz8
�(
Existing Driveways sq, ft:
X
WSEC Construction Checklist
Other (describe):
Total Proposed Impervious sq. ft: /g j %
Total Existing Impervious sq. ft:
Total Proposed + Existing sq, ft: �8 5-f Percentage Impervious:
36 �
-� (Impervious surface - lot sq -.,-ft).
*If total impervious surface is equal to or greater than 40% of the lot area, you must submit a written stormwater
plan to address run-off.
Please check which plans you are submitting with this application (2 sets needed):
X I Site Plan
Drainage Plan (if 40% or more
impervious)
X Foundation Plan
X Floor Plan
14 Floor Framing Plan
i Roof Framing Plan
\\Citypdc\bcd\All Forms\Building Permit Application.doc
�(
Interior & Exterior Wall Bracing (panel locations
shown on floor plan)
X
Typical Wall Framing Details (section from
foundation through roof)
><
Elevations
�(
2001 WSEC Compliance: Prescriptive,( Component..
X
WSEC Construction Checklist
Other:
Page 2 of 2
IWCITY OF PORT TOWNSEND
,LOPMENT SERVICES DEPARTMEN10 poRfr, r
Waterman & Katz Building, 181 Quincy Street, Suite 301A �O� �y
Port Townsend WA 98368
Phone: 360-379-5082 Fax 360-385-7675 o v
RESIDENTIAL BUILDING PERMIT APPLICATIONw
NEW CONSTRUCTION, REMODELS, & ADDITIONS
Property Owner's Name(s) ,,4CEM (,Lr-) acs
Mailing Addre XffWC0tjNTyC0fjKl=7W
City, Stated Zip 00 BAY*M ORIVE W
Phone S-35- u 13 O Permit No. /J L-fJ o S — 16 -7
Property Street Address . ZZ 06 SllfS TA ,01,46E ,Gb,07 X838 3
Zoning District /Q - x/77 Parcel # s S 9 b01� 93r
Legal Description: Addition ��/,/,/, ,DNAS� Block Lots) -9j
General Contractor's Name U p
Mailing Address
Phone Cell Phone
State License Number City Business License Number
Authorized Representative/Contact Person: Phone:
Estimated Value of construction $ 79y Sy/
Financed By S p A 2-D
Date Work is to Begin Date Work is to be Completed `f -30
Scope of Work:
Please check all items that anniv for the tvne of building nPrrrtit Vr tr am rano oaatinn-
Floor Area: the proposed structure is to be used for:
New House
Finished Heated Space sq. ft:
Addition
Garage sq. ft: 3$�
New Garage or Carport
/VI
Repair/Remodel Garage
Unfinished Basement sq ft:
Repair/Remodel House
Porches sq. ft:Z
Accessory Dwelling Unit
��
Other (please describe):
Floor Area: the proposed structure is to be used for:
Finished Heated Space sq. ft:
1,76V
Garage sq. ft: 3$�
Unfinished Heated Space sq ft:
/VI
Carport sq. ft: y�
Unfinished Basement sq ft:
Porches sq. ft:Z
Semi -Finished Basement sq ft:
��
Decks sq. ft: 3 2
Storage sq. ft: -1//14
Other (please describe):
\Utypdc\bcd\All Forms\Building Permit Application.doc Page 1.of 1