HomeMy WebLinkAboutBLD08-111nr� UIEDI G PERMIT
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-5095
Project Information Permit #
Permit Type Residential - Addition/Remodel Project Name
Site Address 326 Q ST Parcel #
Project Description
Enclose existing porch on first floor and balcony on the second floor,
BLD08-111
Enclose existing porch on first floor and
balcony on the second floor.
985209502
Names Associated with this Project
License
Type Name
Contact
Phone #
Type License #
Exp Date
Applicant Scheck Louis P
Owner Scheck Louis P
Contractor Owner Builder
Q -
STATE exempt
12/31 /2008
Fee Information
Project Details
Dwellings - Remodel @
80%
125 SQFT
Project Valuation
$13,419.88
Dwellings — Remodel @
50%
82 SQFT
Building Permit Fee
237.25
Plan Review Fee
154.21
State Building Code Council Fee
4.50
Technology Fee for Building Permit
5.00
Record Retention Fee for Building
10.00
Permit
Energy Code Fee - New Single
100.00
Family Unit
Total Fees
$510.96
* * * 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 owner of ro erly of the owner,
Print lame — � Date Issued: 05/19/2008
Issued By: SFOSTER
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 Residential - Addition/Remodel
Site Address 326 Q ST
Project Description
Permit # BLD08-111
Project Name Enclose existing porch on first floor and
Parcel # balcony on the second floor.
985209502
Enclose existing porch on first floor and balcony on the second floor.
Conditions
10. All work subject to field inspection and verification
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 owner of the property or authorized agent of the owner.
Print Name Date Issued: 05/19/2008
Issued By: SFOSTER
LL
LL
O
❑ W
w H
� O
❑ w
Z =
Q �
w Z
❑ O
Q w
w m
Q J_
V1 Q
z >
O Q
LU
w °0
a
C N
Z �
wZ
Z
M
_ Q
0 a
w w
Q a
J a
z Q
z ❑
� w
w a
U
oa
z U)
N U
F Q
w a
o
U
W U
K O
O LLO
z
W
cn wQ o
W w
a
J a
IL Q
co
Z V,
O Z
Q o
U J
05
V1 W
O
U❑
Z
FL Q
N
Z
O
O
w m
LL
a�
U) Q
Q w
z Q
❑ ly
a a
Q O
U W
Ln a
2 Q
w
c
O
a m
co
0
0
N
� Q
O
J
F-
Z
Q
W a
p U
z O
O
a
0
0
CV
m
C)
0
w
Q
❑
❑
W
U)
U)
ao
0
0
J
00
O
Z
H
W
a
N
0
LO
rn
0
N
co
0)
rn
O
Z
J
W
U
Q
a
W a
Z
O R
F-
U
D o
U
Z w a
O w
U Z ❑
O J
H
IL
U
w
❑
w
w
a
W
O
a_ D
cl) m
5 p-,
o W
J
C3 w
c+� 0 OF
co
LLJ W
Z
H
Q O U
w
a
a
U)
z
Z
O
U
w
IL
U)
z
N
z
Z
w
O
U
w
Q
❑
IL
U)
Z
z
O
F
w
IL
Z
Z
O
QO
z
�
co
coLL
Z
M.m
J
Q
W
USz
Z
O
Q
f)
Z
J
Z
LL
W
Q
J
w
U
D)Z
p
J
CO
J
LL
Z
O
H
U
W
IL
U)
Z
Q
H
N Z
NLO O
oo LL
v 2
ca
CD
0
J M
QO
U F'
Z
02
va
Wo
U) >
W
Z U
Q W
w
U)W
WD F-
m
W D
wg
0 F-
w
D
U'
W
Z
O
H
U
W
a
U)
Z
CITY OF PORT TOWNSEM,
PERMIT ACTIVITY LOG
PERMIT It
SCOPE OF WORK-
DATE RECEIVED
�ryry 1 'ry ye mPf
. tp ent Services
Project Address:.
Parcel # 'Z09 60
ject Decript
C � .,. SOrrtree " art .
y� N p,
Phrap �" 3 r0 g 565
a;07
a 9
-ci ofp .0
i6lf ng Pe.rl tit Applicatio-in
Legal Description (or Tax
Addition: ��
Block:�ww�
Lot(s):___
Applications accepted by mail must include a check for initial plan review fee of $150
➢ See the "Residential Building Permit Application Requirements" for details on
plan submittal requirements.
Property .
Ncaner
Name, La
Address: _ _. - ----
City/St/Zits' ..�..(.w
Phone: . 19— 'Zo I ° al 6)
Email
ive
Name:
a
Address_
City/St/Zip:.
Phone:
Contractor
Name:
Address;
City/St/Zip:
Phone:
Email:
Lender Information: \,,
Lender information must be provided for projects
over $5,000 in valuation per RCW 19.27.095.
Name:
Project Valuation: $
Building Information (square feet):
1 st floor Garage:,___,_
,'�j/
nd ..........
.,.... ( ) " . !..
2 floor � Decks :
P floor Porch(es). _
Basement: Is it finished? Yes No
Carport:__ ........... Other:........� :._....
Manufactured Home ❑ ADU ❑
New ❑ Addition ❑ Remodel/Repair
Total Lot Coverage (Building Footprint
q ......:.__,� ,
S uare f� et
Impervious Surface:.
Square feet:
Cityt p. Business License E Any knowproperty?
e. ? �.
....
T n wetlands on the property . Y N
Any steep slopes (>15%)? Y Ny
I hereby certify that the information provided is correct, that l 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.
Print Name: L U��
g Date: Si nature:,
RESIDENTIAL BUILDING PERMIT APPLICATION
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
KTwo (2) sets of plans with North arrow and scaled, no smaller than '/4" = 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. Street names and any easements or vacations
6. Location and diameter of existing trees
7. Utility lines
8. If applicable, existing or proposed septic system location
9. Delineated critical a eas boundaries and buffers
i Foundation plan:'
1. Footings and fo indation walls
2. Post and beam i s 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
r 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
9. Ceiling height
10. Roof sheathing„ roofing material, roof pitch, attic ventilation
xterior elevations (all four) with existing slope of the land in relation to all proposed structures
❑ If architecturally designed, one set of plans must have an original signature
71 If engineered, one set of plans must have one original signature
71 For new dwelling construction, Street & Utility or Minor Improvement application
9
� �
r�
i
I d�lul
CIN]
-7)
mu Im.. dun»loc"! :�Io A 1 10
J(") mn
. .. . ...... "T') . . .. .. ... . . . . .. . ....... . ....... . .
I
VN
'zk
............ ..........
I
fI17
r
0, 1 X-5i
uz
uma
. .... . ........
ell A
oil;
iiii ll jillips! ill i 0 V
nectars because at a) easier Installation,
This prodarl is preferable to similar con of a combination of these leallores.
c) flower installed cost,
Ill higher leads,
... . ... . . .....
The CBSO uses Sinipson's SDS screws, which allow for fast installation,
reduced reveal and high Capacity, provides a greater net section area of the
column compared to bolts-
mATERIAL: See table.
Fill Galvani7ed, available in HOG with HOG, screws.
INSTALLATION: - use all specified fasteners, See General N01M
• Install Simpson SDSI/44 would screws, which are Provided 0
with the column base. (Lag screws, will not achieve the
same load.) resistance to prevent lnernbers
• Post bases do not provide adequate
from rotating about the base and therefore are not recommended for
non lop -supported installations (such as fences or unbraced earporls). CBSO-SOS2
CODES: See page 12 for Code Listing Key Chart. U.S- Patent 4,924.648
. .. ....... . . . .....
Available with additional corrosion protection. Check with factory.
1 0 1. 1 . me I ns a 11 as - Numtre I I of Allowable Loads
Material Simpson
Nominal H SOSIA x UPI 11 Upfif Down
,Model, dolumn Base Sitap W W2 If 33) (164)) (1,00)
No, Size (Ga) (GoAld1h) 'Screws- -
. . ...... 14 5335 53,35 10975
39/,6 31/2
CBSQ44-SDS2 44 12 10 x 21/4
73/4 811/16 14 5335 5335 14420
CBSQ46-SDS2 46 12 logaX3 39Y 55/16
51/2 6-1/8 83/4 14 5710 6855 14,420
CBS066 ,
-SDS2 6x6 12 loga x 3
1. For higher downloads, solidly pack grout umber I' standoff plate before installing CBSO into concrete.
Base download on column or concrete, acicomilling to the code.
2. When using structural composite lumber columns, screws must be applied to the wide face of the column,
3. Downloads shall be reduced where limited by buckling capacity of the column. ;V'O"o
This product is preferable 10 sirpilar connectors because of a) easier installation,
b) higher loads, c) lower Inisfaffed cost, or a ronlibil of these feafurv$.
The COO uses Sirripson's, SDS screws, which allows for fast installafiM
reduced reveal and high capacity, provides a: greater net section area of The
column compared to bolts.
MATERIAL See table,
FINISH: Galvanized, available ill HOG with HOG screws.
INSTALLATION: *Ilse atl specified fasteners. See General Notes.
• Install Simpson's SOS,/4x2 wood screws, which are provided
with The column base. (Lag screws will not achieve fire
same load.
• Post bases do not provide adequate resistance to prevent members
from rotating about the base and therefore are not recommended for
nonnontop-supported inslallalions (such as fences of liribraced carports).
CODES-, See page 12 for Code Listing Key Chart,
a Available with additional corrosion Protection- Check with factory.
7 1
Nr minat
material
Dimension's
Number of
Simpson
'Model
No,
Column,
Size
Base
Strap
- — ---- I ,
W 1 W2, a H
?11
SDS1/4 X
Screws
-SDS2
qB44--
44
-- --
7
--
-(qaxwd )
1
7ga x 2
I - — ----
---- 8 811/16
39/,G 39/ir- " I - I -
"8 8 "/16
12
- -- - -- ----
12
CB046-SDS2
4A
7ga x 2
'a
39/16
CBQ66-SDS2
6x6
7
x 3
51/2 8,,/,6_
12
1. When using structural composite lumber
columns, screws must be applied to the w ide face of the coluill
E MPSON
s trong-Tie
st'rmopn
Typical CBSQ-SDS2
Installation
Code
,ReJ-
46 107
124
3
Typical CBQ-SUS2
Installation
r]
This product is preferable to sladlar connectors because of a) easier Installation,
h) higher loads, c) lower installed cost, or a corijbitration of these features.
This design uses SOS screws to provide faster inslallafion and provides
a greater net section area 61 the column compared to bolls. The SDS screws
provide for a tower profile compared to standard through bolts,
MATERIAL: CCO3, ECC03, CC04, ECC04, CC,06, ECC06-7 gauge;
all others-3 gauge.
FINISH: Simpson gray paint, available in HDG with HDG screws.
CCOa and ECCOO—no finish
INSTALLATION: - Fasteners provided. See General Notes.
• Install Simpson's SOS,/4x2lb wood screws, which are provided
with the column cap. (tag screws wit) not achieve the
same load.)
• Straps may be related go, where WI ? W2, For end condiboils,
specify ECCQ. Loads do not apply to CCOO and ECCK CCOO and
ECCOO column cap only (no
'to straps), may be ordered for field -welding
to pipe or other columns. No loads apply. Dif-flensions are same as
CCO and ECM
CODES: See page 12 for Code Listing Key Chart.
W Available with additional corrosion protection. Check with factory.
SIMPSON
Strong -Tie
ECCQ46SDS2.5 CC046SDS2.5
CC004-SDS2.5
Typical CCQ46SDS2-5
Installation
1, Dwnlads are deternrined Usjftg Fcj equal to� 560 psi for giWint sies and 625 psi 104 311 Others;
redticeoowhere end grain beafing or buckling CaPcftY Of 018 c0lum",zor other criteria are limiling,
2. Spliced conditions mosl be detailed by 1110 Designer to transfer lonslon loads between slificed
member$ by means other fluln the column cap.
3, Upfill loads do not supply to spboo comfifiwlls.
4, Post sides are assumed to lie in the same vertical plane as the boars sides.
5. Loads, may not be increased for short -Seam loading.
6. Uplift toads have been fitcreOsed 10v earthquake 01, Wjftd toad durations with no lurlW increase aflowed;
reduce Mime ogler load dutations QOvern,
7, ECCO downloads as a past 01 Wl x W2-
& When ushm shuctufat composite lumber colunnis, sefewt must be ippfied to lice wide lace of the Wtloln,
9, FCCO used 14-SW screws into the beam and 14-SW scTows 11`00 Me Post,
, - - — a. no.--t ho nrmitw than 7%
ROOF I -CEILING CONSTRUCTION
RIDGE BOAR
I x 4 COLLAR
AT 48 IN. O/C I
UPPER '13 OF
ATTIC SPACE
2)
Al
For SI: 1 inch = 25-4 mm.
NOTE. L.00ATE, RAFTER TIES AS NEAR AS
PRACTICAL To THE TOP OF
CEILING JOISTS
Figure R802-3.1(2)
ROOF FRAMING WITH CEILING JOISTS NOT PARALLEL TO RAFTERS
HII)L,r- Dxjf-%�-
1 x 4 COLLAR TIES AT
4 FT 01C IN TH(-E UPPER
11, OF THE ATTIC SPACE
Figure R802-3.1(3)
ROOF FRAMING WITH CEILING JOISTS PARALLEL TO RAFTERS
1 -1 INTERNATIONAL RESIDENTIAL CODE®
8-6
ROOF -CEILING CONSTRUCTION
TABLE R802.5.1(5)
RAFTER SPANS FOR COMMON LUMBER SPECIES
(Ground snow load=30 p f, ceiling attached to rafters, LtA = 240)
AD L -
LOAD
p sf
D 20
DEAD LOAD
sf
x �.m
2x6
2x8
2xto
2x12 m
2x4
2 6
2
�........
.2x12.._
RAFTER
...,..�.
Maximum rafter
., .......
spansa
----
SPACING
(feet -
(feet -
(feet -
(feet -
(f.ee.-
t
(feet`
(feet -
(feet •
(feet 7
(feet -
( s)
oche m^
SPECIES AND GRADE
inches)
inches)
inches)
inches)
inches)
inches)
inches)
inches)
inches)
inches)
Douglas fir -larch
SS
9-t
14-4
18-10
24-1
Note b
9-1
14-4
18-10
24-1
Note b
Douglas fir -larch
#1
8-9
13-9
18-2
22-9
Note b
8-9
13-2
16-8
20-4
23-7
Douglas fir -larch
#2
8-7
13-6
17-5
214
24-8
8-5
12-4
15-7
19-1
22-1
Douglas fir -larch
#3
7-1
10-5
13-2
16-1
18-8
6-4
9-4
1. 1-9
14-5
16-8
Hem -fir
SS
8-7
13-6
17-10
22-9
Note b
8-7
13-6
17-10
22-9
Note b
Hem -fir
#1
8-5
13-3
17-5
22-2
25-9
8-5
1240
16-3
19-10
23-0
Hem -fir
#2
8-0
12-7
16-7
21-0
24-4
8-0
12-2
15-4
18-9
21-9
12
Hem -fir
#3
7-1
10-5
13-2
16-1
18-8
6-4
9-4
1 11-9
14-5
16-8
Southem pine
SS
8-11
14-1
18-6
23-8
Note b
8-1 1
14-1
18-6
23-8
Note b
Southern pine
#1
8-9
13-9
1,8-2
23-2
Note b
8-9
13-9
18-2
22-2
Note b
Southern pine
#2
8-7
13-6
17-10
22-3
Note b
8-7
12-11
16-8
19-11
23-4
Southern pine
#3
7-7
11-2
14-3
16-10
20-0
6-9
10-0
12-9
15-1
17-11
Spruce -pine -fir
SS
8-5
13-3
t7-5
22-3
Note b
8-5
13-3
17-5
22-3
Note b
Spruce -pine -fir
#,1
8-3
12-11
17-0
21-4
24-8
8-3
12-4
15-7
19-1
22-1
Spruce -pine -fir
#2
8-3
1241
17-0
21-4
24-8
8-3
12-4
15-7
19-1
22-1
Spruce -pine -fir
#3
7-1
10 5
13 2
16 1
18 8
6 4
9 4
1 l-9
14 5
16 8
Douglas fir -larch
SS
8-3
13-0
1.7-2
2140
Note b
8-3
13-0
17-2
21-3
24-8
Douglas fir -larch
#1
8-0
12-6
16-2
19-9
22-10
7-10
11-5
14-5
17-8
20-5
Douglas fir -larch
#2
7-10
11-11
15-1
18-5
21-5
7-3
10-8
13-6
16-6
19-2
Douglas fir -larch
#3
6-2
9-0
11-5
13-11
16-2
5-6
8-1
10-3
12-6
14-6
Hem -fir
SS
7-10
12-3
16-2
20-8
25-1
7-10
12-3
16-2
20-8
24-2
Hem -Fir
#1'
7-8
12-0
15-9
19-3
22-3
7-7
tl-t
14-1
17-2
19-11
Hem -fir
#2
7-3
1. 1-5
14-11
18-2
21-1
7-2
10-6
13-4
16-3
18-1.0
Hem -fir
#3
6-2
9-0
11-5
13-11
16-2
5-6
8-1
10-3
12-6
1-4-6
16
Southern pine
SS
8-1
12-9
16-10
21-6
Note b
8-1
12-9
16-(0
- 21-6
Note b
Southem pine
#1
8-0
12-6
16-6
21-1
25-7
8-0
12-6
16-2
19-2
22-10
Southem pine
#2
7-10
12-3
16-2
19-3
22-7
7-10
11-2
14-5
17-3
20-2
Southem pine
#3
6-7
9-8
12-4
14-7
17-4
5-10
8-8
11-0
13-0
15-6
Spruce -pine -fir
SS
7-8
12-0
15-t0
20-2
24-7
7-8
12-0
15-10
19-9
22-10
Spruce -pine -fir
#t
7-6
11-9
15-1
18-5
21-5
7-3
10-8
13-6
16-6
19-2
Spruce -pine -fir
#2
7-6
11-9
15-1
18-5
21-5
7-3
10-8
13-6
16-6
19-2
u,
cute ine-fir
Sl? ..._.. p
#3
6-2
9 0
tl-5
l3 11
16-2
5 6
8 1
10 3
12-6
14 6
Douglas fir -larch
SS j
7-9
12-3
16-1
20-7
25-0
7-9
12-3
t5-10
19-5
22-6
Douglas fir -larch
#1
7-6
11-8
14-9
18-0
20-11
7- 1.
10-5
13-2
16-1
18-8
Douglas fir -larch
#2
7-4
10-11
13-9
16-10
19-6
6-8
9-9
12-4
15-1
17-6
Douglas fir -larch
#3
5-7
8-3
10-5
12-9
14-9
5-0
7-4
9-4
11-5
13-2
Hem -fir
SS
7-4
11-7
15-3
19-5
23-7
7-4
11-7
15-3
19-1
22-1
Hem -fir
#1
7-2
11-4
144
17-7
20-4
6-11,
10-2
12-10
15-8
18-2
Hem -fir
#2
6-10
10-9
13-7
16-7
19-3
6-7
9-7
12-2
14-10
17-3
Hem -fir
#3
5-7
8-3
10-5
12-9
14-9
5-0
7-4
9-4
11-5
13-2
19.2
Southern pine
SS
7-8
12-0
15-10
20-2
24-7
7-8
12-0
15-10.
20-2
24-7
Southern pine
#1
7-6
11-9
15-6
19-7
23-4
7-6
11-9
14-9
17-6
20-11
Southern pine
#2
7-4
11-5
14-9
17-7
20-7
7-1
10-2
13-2
15-9
18-5
Southern pine
#3
6-0
840
11-3
13-4
15-10
5-4
7-11
10-1
1.141
t4-2
Spruce -pine -fir
SS
7-2
11-4
14-11
19-0
23-1
7-2
11-4
14-9
18-0
20-11
Spruce -pine -fir
#1
7-0
10-11
13-9
16-10
19-6
6-8
9-9
12-4
l5-t
17-6
Spruce -pine -fir
#2
7-0
10-11.
1 13-9
16-10
19-6
6-8
9-9
12-4
15-1
17-6
Spruce pine fir
#3
5-7
8-3
10-5
12-9
14-9
5-0
7-4
9-4
11-5
13-2
(continued)
258 2006 INTERNATIONAL RESIDENTIAL CODE®
ROOF -CEILING CONSTRUCTION
TABLE R802.5.1(5)--continued
RAFTER SPANS FOR COMMON LUMBER SPECIES
(Ground snow load=30 ps4'„ ceiling attached to rafters, UA = 240)
DEAD LOAD
DEAD LOAD 20 psf
2x4
2x6
2xa=10psf
2 x 1...
...? x . 12
2x4
2x6
2x8
2x10 fl
N....
2x12
RAFTER
Maximum rafter spans'
feet
feet-1
( feet-,
I feet
f
(feet-
t-
(feet-
(
(feet
(feet
(feet
(feet- �
(feet-
(feet -
( inches)
inches SPECIES AND GRADE
_....
inches 1
inches
inches
inches 1
inch es )
inches 1
inches)
i
inches)
inches)
inches
Douglas fir -larch
SS
7-3
1 l-4
15-0
19-1
22-6
7-3
11-3
14-2
17-4
20-1
Douglas fir -larch
#1
7-0
10-5
13-2
16-1
18-8
6-4
9-4
11-9
14-5
16-8
Douglas fir -larch
#2
6-8
9-9
12-4
15-1
17-6
5-11
8-8
11-0
13-6
15-7
Douglas fir -larch
#3
5-0
74
9-4 1
11-5
13-2
4-6
6-7
8-4
10-2
11-10
Hem -fir
SS
6-10
10-9
14-2
18-0
21-11
6-10
10-9
13-11
17-0
19-9
Hem -fir
#1
6-8
10-2
12-[0
15-8
18-2
6-2
9-1
11-6
14-0
16-3 `
Hem -fir
#2
6-4
9-7
12-2
14-1.0
17-3
5-10
8-7
10-10
13-3
15-5
24 Hem -fir
#3
5-0
7-4
9-4
11-5
13-2
4-6
6-7
8-4
10-2
11-10
Southern pine
SS
7-1
11-2
14-8
18-9
22-10
7-1
11-2
14-8
18-9
22-10
Southern pine
#1
7-0
10-11
14-5
17-6
20-11
7-0
10-6
13-2
15-8
t8-8
Southern pine
#2
6-10
10-2
13-2
15-9
18-5
6-4
9-2
11-9
14-1
16-6
Southern pine
#3
5-4
7-11
10-1
11-11
14-2
4-9
7-1
9-0
10-8
12-8
Spruce -pine -fir
SS
6-8
10-6
13-t0
17-8
20-11
6-8
10-5
13-2
16-1
18-8
Spruce -pine -fir
#1
6-6
9-9
12-4
15-1
17-6
5-11
8-8
11-0
13-6
15-7
Spruce -pine -fir
#2
6-6
9-9
12-4
15-1
17-6
5-11
8-8
11-0
13-6
15-7
ISpruce pine -fir
#3
5 0
7 4
9-4
11-5
13-2
4-6
6 7
8-4
l0 2
11-10
Check sources for availability of lumber in lengths
greater than 20 feet.
For Sl: 1 inch = 25.4 rum, I foot = 304.8 mm, 1 pound per square foot
= 0.0479 kpa.
a. The tabulated rafter spans assume that ceilingjoists;
are located at the bottom of the attic space or that some other method ofresisting the outward push ofthe rafters
on the bearing walls, such as rafter ties, is provided at that location_ When ceiling joists or rafter ties are located higher in the attic space, the
rafter spans
shall be
multiplied by the factors given below:
H, ra
� Rafter Span Adjustment
Factor
1/3
0.67
1/4
0.76
1/5
0.83
1/6
0.90
1/7.5 or less
1.00
where:
HC = Height of ceiling joists or rafter ties measured vertically above the top of the rafter support walls.
HR = Height of roof ridge measured vertically above the top of the rafter support walls.
b. Span exceeds 26 feet in length.
2006 INTERNATIONAL RESIDENTIAL CODE®
259
May 13, 2008
Leonard Yarberry
Development Services Director
City of Port Townsend
250 Madison Street
Port Townsend, WA 98368
RE: Building Permit Application
326 Q Street
Port Townsend, WA 98368
Dear Mr. Yarberry,
Attached is a building permit application for my residence due to a major roof leak at an existing flat roof
deck over my kitchen. We thought that it could be taken care of by re -roofing, but there has been damage to
the existing floor joists and walls. We have been told that a building permit will be required to correct the
problems. Most of the existing roof has already been removed and we are exposed to the weather at this
point. If there is any possibility of expediting the permit process for this work, it would be greatly
appreciated. Rather than put on another flat roof, we would like to put a sloped roof over this area and
create an enclosed area.
Thank you much for considering our request, and if you have any questions, I can be reached at 360-301-
0707.
"�F rs t'r�rly„
Lc�ais `Sc eck.
drier: $FOSTER Pay(
Receipt Number: 05101"
CHECK Loot, P
PrIginai IFee
Am ount
Perim It
Parcel
Fee Description
Amount,
;Paid
BLD08-111
985209502
Plan Review Fee
$154.21
$154.21
BLD08-111
985209502
Technology Fee for Building Permit
$5.00
$5.00
BLD08=111
985209502
Energy Code Fee - New Single Fam it
$100.00
$100.00
BLD08-111
985209502
State Building Code Council Fee
$4.50
$4.50
BLD08-111
985209502
Building Permit Fee
$237.25
$237.25
BLD08-111
985209502
Record Retention Fee for Building P
$10.00
$10.00
Total:
$510.96
Pre Rious Payment History
Re celpt'if
Reeelpt Date '
Fee Description,
Amount Paid Permit
Payment
Cheelr_ .
Payment
Method'
Number
Amount
CHECK
2404
$ 510.96
Total $510.96
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
genpmtrreceipts Page 1 of 1
d g
a
a M
N
r
C4 o
N O
N �
7
7 W
C �
O CV Z
C
7
O
a
d
Q o Q
' 0 0 0 0 0 0
N N N N N N
- ti LO N LO It
\ N N O
C
O
N V U
I se C '� C C
C
mC C f6 (0
rn a > >
LL C N U U
oE 0 o
12 O O
C�
CL
as
m m e m c 0 s U U
O C Z LL LL
cc
om 2Q m JC9 CL
�C7
a LLOLL LL z C9 LLm0 LLm0
en�w
O O O
N
N
U U
a a OL
c } c c o 0
O
N
C L •+
O C
L O
U A
0 C
O_ U
m `o�`C0
a
o= o0
04
W w coi M
CN
� L
Lo
G
at w
CD
C
Ln E
�xr co n
rn
rn
JustvAsk
REMTAL
385-1771 / 1-800-750-1771
Fax: 385-1980
I
901 Ness' Corner Road - PO Box 869
Port Hadlock, WA 98339-0869
!;(?LOR
simple
A"
Mon -Fri: 7AM to 6PM
Sat/Sun: 8AM to 5PM
TERMS: MONTHLY FINANCE CHARGE OF 1-1/2% OF UNPAID BALANCE. ALL ACCOUNTS DUE 10th OF MONTH FOLLOWING
DATE OF PURCHASE. CUSTOMER AGREES TO PAY ALL COLLECTION FEES.
Y Y PP � Check:........��....................._�........._—....._...... � Non-taxable�
Filled b Checked b Date shipped Time Cash Taxable
2 - Customer Copy
1111111111111111111111111111111111111111111111111111 N 11111111111111111111 IN111111I
Jefferson County DCD Building Division
Correction Notice
PERMIT NUMBER
OWNER _
JOB LOCATION
S_...... m
Inspection of this structure has found the following violations:
You are hereby notified that no more work shall be done upon these premises until
the above violations are corrected, unless noted otherwise. When corrections have
been made, call for inspection,
Dateff--I Y ,�� Inspecto
BUILDING DIVISION (360) 379-4450 I" PECTION HOTLINE (360) 379-4455
THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE
Inspection Report
Project _..._.._ ._..__ _...._ __ _ Permit # _.
2 _._�.� C l/l,
�dw