HomeMy WebLinkAboutBLD07-003 (Complete) oversize drawings not scannedCITY 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 . FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY
DATE OF INSPECTION:
SITE ADDRESS:
CONTACT PERSON:
0 1 PERMTTNUMBER: 4t-\o)- oe?,
lzL N
PHONE:
TYPE OF INSPECTION:trrl+ L-
N APPROVED
Q-hecked at next inspection
lALo{L
tr APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
! NOTAPPROVED
Call for re-inspection before
Date 6 c
Date
Inspector
Acknowledgemen t
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.
BU
I
L
D
I
N
G
PL
U
M
B
I
N
G
Si
s
n
a
t
u
r
e
(r
)
D'
l
,/
A
-
T-
r
F*
u
o
"
-
^
OF
PO
R
T
TO
W
N
S
E
N
D
PM
E
N
T
SE
R
V
I
C
E
S
DE
P
A
R
T
M
E
N
T
18
1
Qu
i
n
c
y
St
r
e
e
t
,
Su
i
t
e
30
1
4
,
Po
r
t
To
w
n
s
e
n
d
WA
98
3
6
8
PL
U
M
B
I
N
G
CE
R
T
I
F
I
C
A
T
I
O
N
PR
E
S
S
U
R
E
TE
S
T
Ie
n
PE
R
M
I
T
#
DA
T
E
OF
TE
S
T
LI
C
E
N
S
E
#
Ai
r
.3
cR
o
u
x
o
wo
R
K
PL
U
M
B
I
N
G
.i
pr
x
a
r
DW
V
WA
T
E
R
S
E
R
V
I
C
E
PS
I
Ai
r
PSI
Wa
t
e
r
,/
D'
He
a
d
Wa
t
e
r
w orking Pressure
Ti
m
e
Mi
n
u
t
e
s
Ti
m
e
Minutes
NO
T
E
:
TE
S
T
I
N
G
RE
Q
U
I
R
E
M
E
N
T
S
(S
E
C
T
I
O
N
31
8
UN
I
F
O
R
M
PL
U
M
B
I
N
G
CO
D
E
)
MI
N
I
M
U
M
S
:
Wa
t
e
r
Te
s
t
-
10
'
He
a
d
-
15
Mi
n
u
t
e
s
Te
s
t
at
Wo
r
k
i
n
g
Pr
e
s
u
r
e
Ai
r
Te
s
t
-
5#
PS
I
-
15
Mi
n
u
t
e
s
50
#
PS
I
-
15
Mi
n
u
t
e
s
I
he
r
e
b
y
ce
r
t
i
$
/
th
e
in
f
o
r
m
a
t
i
o
n
pr
o
v
i
d
e
d
ab
o
v
e
is
th
e
re
s
u
l
t
of
th
e
Pl
u
m
b
i
n
g
Sy
s
t
e
m
pr
e
s
s
u
r
e
test conducted by the
un
d
e
r
s
i
g
n
e
d
at
th
e
in
d
i
c
a
t
e
d
ad
d
r
e
s
s
an
d
da
t
e
.
Mi
s
r
e
p
r
e
s
e
n
t
a
t
i
o
n
of
th
i
s
ce
r
t
i
f
i
c
a
t
i
o
n
is
a
gr
o
s
s
misdemeanor under
RC
W
.
9
A
.
7
2
.
0
4
0
su
b
j
e
c
t
to
a
tw
o
-
y
e
a
r
st
a
t
u
t
e
of
li
m
i
t
a
t
i
o
n
.
VI
S
U
A
L
SY
S
T
E
M
IN
S
P
E
C
T
I
O
N
IS
REQUIRED BEFORE
CO
V
E
R
.
G
t4
<t
cl
T
Y
oF
PO
R
T
TO
W
N
S
E
N
D
0
I
ns
v
E
r
.
o
p
M
E
N
T
SE
R
V
T
c
E
S
DE
I
A
R
T
M
E
N
T
18
1
Qu
i
n
c
y
St
r
e
e
t
,
Su
i
t
e
30
1
A
,
Po
r
t
To
w
n
s
e
n
d
WA
98
3
6
8
PL
U
M
t
s
I
N
G
CE
R
T
I
F
I
C
A
T
I
O
N
PR
E
S
S
U
R
E
TE
S
T
lr
.
t
BU
I
L
D
I
N
G
O
AD
D
R
E
S
S
PL
U
M
B
I
N
G
CO
N
T
R
A
-i
cR
o
w
o
wo
R
K
{n
o
u
c
H
-
r
N
PL
U
M
B
I
N
G
DW
V
Ai
r
PE
R
M
I
T
#
DA
T
E
OF
LI
C
E
N
S
E
#
Le
o
n
l
-
t
t
D
o
q
G
l
-i
pr
N
R
L
07
-
a
PSI
Wa
t
e
r
/n
'
He
a
d
Wa
t
e
r
t4
r
*
r
-
p
r
+
-
<
i
&8
8
f
f
Working Pressure
Ti
m
e
Zo
/
h
i
i
,
Mi
n
u
t
e
s
Ti
m
e
f,
u
r
a
-
r
t
*
l
v
&"
^
l
/
t
"
l
..
t
e
Minutes
NO
T
E
:
TE
S
T
I
N
G
RE
Q
U
I
R
E
M
E
N
T
S
(S
E
C
T
I
O
N
31
8
UN
I
F
O
R
M
PL
U
M
B
I
N
G
CO
D
E
)
MI
N
I
M
U
M
S
Wa
t
e
r
Te
s
t
-
l0
'
He
a
d
-
15
Mi
n
u
t
e
s
Te
s
t
at
Wo
r
k
i
n
g
Pr
e
s
u
r
e
Ai
r
Te
s
t
-
5#
PS
I
-
15
Mi
n
u
t
e
s
50
#
PS
I
-
15
Mi
n
u
t
e
s
I
he
r
e
b
y
ce
r
t
i
f
y
th
e
in
f
o
r
m
a
t
i
o
n
pr
o
v
i
d
e
d
ab
o
v
e
is
th
e
re
s
u
l
t
of
th
e
Pl
u
m
b
i
n
g
Sy
s
t
e
m
pr
e
s
s
u
r
e
te
s
t
conducted by the
un
d
e
r
s
i
g
n
e
d
at
th
e
in
d
i
c
a
t
e
d
ad
d
r
e
s
s
an
d
da
t
e
.
Mi
s
r
e
p
r
e
s
e
n
t
a
t
i
o
n
of
th
i
s
ce
r
t
i
f
i
c
a
t
i
o
n
is
a
gr
o
s
s
misdemeanor under
RC
W
.
9
A
.
7
2
.
0
4
0
su
b
j
e
c
t
to
a
tw
o
-
y
e
a
r
st
a
t
u
t
e
of
li
m
i
t
a
t
i
o
n
.
VI
S
U
A
L
SY
S
T
E
M
IN
S
P
E
C
T
I
O
N
IS
RE
Q
U
I
R
E
D
BEFORE
CO
V
E
R
.
WA
T
E
R
SE
R
V
I
C
E
PS
I
Ai
r
Da
t
e
/i
//
c
/
07
Si
s
n
a
t
u
r
e
2/
'
) crrv oFPoRTTowNSEND
,VnlorvrnNT sERvrcES DEPARTMEN
City Hall,250 Madison Street, Suite 3
Port Townsend, WA 98368
Phone: 360-379-5095 Fax360-344-4619
RESIDENTIAL BUILDING PERMIT APPLICATION
NEW CONSTRUCTION, REMODELS, & ADDITTONS
511
for the type of building permit you are requesting:
Scope of Work:
Please check all items that
Floor Area: the proposed structure is to be used for:
xl
Property Owner's Name(s)
L t4/Address
R.City, State, Zip
Phone -R)b oryPermit No.
Address
ZonngDistrict - L.-/ow2-Z#
Legal Description I Block Lot(s)
General Contractor's Name
3Mailing Address
Phone 6A .-8( - oo.l- 7Cell Phone
City Business License Number W aState License Number
Authorized Representative/Contact Person:Phone:
Estimated Value of construction $CrcJ
Financed By
Date Work is to be Completed fr: zac)Date Work is to Begin
New House Addition
New Garage or Carport l/Repair/Remodel Garaget/RepairlRemodel House Accessory Dwelling Unit
Manufactured Home Other (please describe):
Finished Heated sq.ft
Unfinished Heated Space sq ft:
Garage sq. ft:
Carport sq. ft: /
Unfurished Basement sq ft:6oo Porches sq. ft: ZO
Semi-Finished Basement sq ft: lOO Decks sq. ft:0
Storage sq. ft;Other (please describe)
P:\DSD\Forms\Building Forms\Application-Residential Building permit.doc Page 1 ol2
RESIDENTIAL CHECKLIST (For 1-2 Family Residences)
Date Received with all necessary paperwork:
NAME OF APPLICANT:
BUILDING REVIEW BUILDING PERMIT #
Zonrng Impervious Surface o/o :
Lot Coverage:OK w/zoning?Septic? If yes, contact County Env. Health
In a PIID? YesA.{o Parking - need dimensions on site plan
Site Plarg all setbacks shown Address needed?
Completed Plans Checklist ADU? Prepare Notice to Title
Energy Code Checklist & Compliance Form If architect/engineer, plans wet stamp/signed
2 Sets of Plans Submitted?Garage?
Attached Detached
Type ofHeat If a new detached garage or ADIJ, give copy
of site plan to Francesca
Floor Plan: Number of bedrooms
Number of bathroomr-
Typical framing details/section
Foundation plan; if calcs, holddown symbol
&verbiage must be shown on plans
Floor framing plan, if calcs, shear wall
symbol & verbiage must be shown on plans
Floor framing plan Elevation(s)
Roof framing section plan
PLANNING REVIEW (if applicable) LAND USE PERMIT #
ROUTED TO:DATE:
Critical Area Map checked. If in C4 what is it mapped?Slope: %
Within 200 ft. of Shoreline Ordinary High
Water Mark?
In Flood Plain? Fill out FEMA forms if yes
Lots of Record review (all 3 must be true): 9 or fewer lot(s), plat created pre-T937, AND
development requires water, sewer, or street to be extended; OR if a block is owned with one SFR &
wants to build another residence. CHECK for Public \ilorks ermit if it was issued!
PUBLIC WORIG REVIEW MIP#($53 due) or SDP #($330 due)
ROUTED TO:DATE:
Submittal Checklist attached 8-l/2 x 11 Site Plan reviewed for all items
All trees in ROW identified Septic? Need County OK FIRST
Pre-app Conference? Date held:PRE #:
Impervious Checked
Any work in ROW beyond a driveway apron needs Engineered Plans. DO NOT ACCEPT PERMIT
WITHOUT TIIEM! Water.sewer, and/or streets beine extended? Need 4 sets of engineered plans.
Any existing or proposed easements for shared utilities or driveway w/ adjacent property owners?
We must have the licensed contractor's name and information for ANY right-oflway work.
P:\DSD\Forms\Building Forms\Checklist-Residential Building Plans-Front Counter Sep 06.doc Revise dg/27/06
- t'\)\
CITY OF PORT '-,}N'"*O RESIDENTIAL BUILDING PERIT.Tf 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?X
2. Is the properly within the Port Townsend Historical District?X
3. Is the property located within or adjacent to an environmentally sensitive area?X
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 identi$ing the utility extensions and
sites.X
5. Have any special conditions been placed on this properfy, 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?V
SEPA (environmental review)?x
Variance?X
Conditional Use Permit?x
Street Vacation?X
Planned Unit Development?X
Restrictive Covenant?Y
Easement?X
6. Are any properties within 800 feet of the site owned or controlled by the applicant, any relative or
with the applicant? (If ps,business associate,or any partnership,corporation,or other
7. Have any of the listed in item #6 been developed within the last two years? (If yes, attach list.)x
8. Have you previously discussed this project with a City staff member? If yes, who and when?x
Apnlicanf Certifi cation
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 $ructure; the
applicant agrees to abide by the ordinances, codes, regulations, restrictive covenants, deed or plat restrictions, and water and sewer
plans attached hereto; the applicant certifies that all information given above and on accompanying plans i complete and accurate to
the best of their knowledge; and the applicant understands that this information will be relied upon in granting permits and that if such
information is later found to be inaccurate any permits may be withdrawn.
P:\DSD\Forms\Building Forms\Apptication-Residential Building permit.doc Page 3 of 3
))*
)Inspection Report
Project Permit #07 -ooj
)
Date Inspector Inspection & Notes
nl"*'(r"tc)(-r fi.-ze.*--.*& \.-\\.---* S4 +\.-=I$
S
\bhllrl LY G t^:B -\lA z-r .r\).^-o
:--\
i/4/.x LY 'T.^*.\.,\t^..iJ*s.- -'--=* [^: \
)
r'-)
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294by 3:00 PM the day before you want
the inspection. For Monday inspections, call by 3:00 PM Friday.
TE oF INSPEcTIoN: I 2 :1 - 01 PERMIT NUMBER:
SITE ADDRESS:
PROJECT NAME:CONTRACTOR:
CONTACT PERSON:J nP, PH ONE:
TYPE OF INSPBCTION:FI L--
N APPROVED N APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
! NOT APPROVEI)
Call for re-inspection before
proceeding.
Date
" Approved plans and permit card must be on-site and available qt time of inspection. A re-inspection fee may' be assessed if worlr is not ready.for inspection.
Insoectort'fi'
DATE OF INSPECTION: I (- S - D'I PERMIT NUMBER:
SITEADDRESS: \ffi-ID
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 inspectionso call by 3:00 PM Friday.
oT - Doa
PROJECT NAME: U q- N\ q I IE tt coNTRACToR:
CONTACT PERSON:
TYPB OF'INSPBCTION:C egni rtra
PHONE:l- @=
4
APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
proceeding.
Inspector Date
Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may
be assessed if work is not readyfor inspection.
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294 by 3 :00 PM the day before you want
the inspection. For Monday inspections, call by 3:00 PM Friday.
DATE OF INSPECTION:)
SITE ADDRESS:
PROJECT NAME:
CONTACT PBRSON:
PERMIT NUMBER:.R LOOT - DD3
CONTRACTOR:--I_hnmnsnA
{IZe PHoNE:
' 9k lr oil-S1
't&vr wTYPE OF INSPBCTION:
S
14
N APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
N NOTAPPROVED
Call for re-inspection before
proceeding.
Inspector Date
Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
l
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.
.BLD 61 - oO3PERMITOF'INSPECTION:
SITE ADDRESS:
PROJECT NAME:
CONTACT PERSON:
TYPE OF'INSPECTION:
CONTRACTOR:
tll-oe PH
n
ONE:
0ouftL
! APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
N NOTAPPROVED
Call for re-inspection before
proceeding.
Inspector Date
Approved plans and permit card must be on-site ond available at time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION RB,PORT
For inspectionso call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want
the inspection. For Monday inspectionso call by 3:00 PM Friday.
DATE OF INSPECTION:tl"l 4 - 01 PERMTT NUMBER: .RLo b1 - Ob3
SITE ADDRESS:
PROJECT NAME:CONTRACTOR:
CONTACT PERSON:Joe PHONE:
t1"'
\\- ",..jjTYPE OF INSPECTION:,4{<
{(
(t
C APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
proceeding.
Inspector Date
Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
t
)
CITY OF PORT TOWNSENI)
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. f,'or Monday inspectionso call by 3:00 PM Friday.
DATE OF INSPECTION:It-:-b1 PERMIT NUMBER:I3r_oo1 -@ ffi3
SITE ADDRESS:
PROJECT NAME:CONTRACTOR:
CONTACT PERSON:Joe-PHONE:
TYPE OF INSPECTION:5h PAr k;at I har thcU
N APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
proceeding.
Inspector Date
Approved plans and permit card must be on-site and availctble at time of inspection. A re-inspectionfee may
be assessed if work is not ready for inspection.
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want
the inspection. For Monday inspections, call by 3:00 PM Friday.
rD- 25 -01 PERMIT NUMBER:Rlool -ooaDATE OF INSPECTION:
SITE ADDRESS:
PROJECT NAME:
CONTACT PERSON:
CONTRACTOR:
J\P- PHoNB:
OF INSPECTION:
{4 LL
(I
U
! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
proceeding.
Inspector Date
Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspectionso 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:l0-2 3-b1 PERMIT
SITE ADDRESS:
PROJECT NAME:CONTRACTOR:
CONTACT PERSON:tlnz
TYPE OF
APPROVED N APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
proceeding.
Inspector Date
Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3
Port Townsend WA 98368
360-379-5095 Fax 360-344-4619
REVISION TO BUILDING PERMIT #
OWNER:IA
-Oo Revision #
ADDRESs , l&24 6^r#,eL)
peryious Surface Chanee? d Yes-MrWSQltsz.c1r " LNo-Total Value of Revision: $Im
A
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 inissuing 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 requireyqg 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.
t+a(
work:t 5
7
clil 0t PoRr
Q/Lauza.rt t I n z til.fb,o -07
Appticant Signftuie Date
OFFICE USE ONLY
Submittal date:Two sets of plans for revision:
Approval of engineer of record (if original plans engineered): tr Yes tr No tr NA
P:\DSD\Department Forms\Iluilding Forms\Application-Revision. doc
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294by 3:00 PM the day before you want
the inspection. For Monday inspections, call by 3:00 PM Friday.
DATE OF INSPECTION:a ln lot PERMIT NUMBER:EaaT-aas
SITE ADDRESS:t
PROJECT NAME: VIA( PUEI,J CONTRACTOR:5od
coNrACr PERSON: &t Tt+O tu^i PHONE: 39 /-aas7
TYPE OF'INSPBCTION:
t/2" 3ffik\ (--
1p) f7=oo ca--
tr APPROVED N APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections
at next inspection
Inspector Date
Approved plans and permit card must be on-site and available at time of
be assessed if work is not ready for inspection.
! NOTAPPROVED
be Call for re-inspection before
A re-inspection fee may
CITY OF PORT TGWNSEND
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.
A- la*oa PBRMITNUMBER:DATE OF INSPECTION:
SITE ADDRESS:
PROJECT NAME:
CONTACT PERSON:
CONTRACTOR:
PHONE:
TYPE OF'INSPECTION:6rr;n
tCIA
ftula-
! APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
N NOTAPPROVED
Call for re-inspection before
proceeding.
Inspector Date 7:
Approved plans and permit card must be on-site and available qt time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
t€lallt
\
w
la,r+2 +- V>- dszrz-lbur
-]
p.o't(rftTv:( +o &@zzto Atk Qr)"^Y<-
lLa'f +- cro-ej-
ryrtav> 4M-'k^6d4'
Gtkr)
I/uL€\A
do4
H/L ffi
Yle*oa
/t&
d,"<
N
V*'mfu\ /ceh*j (ev@
502-6 q//- ?772
AUi, 1 6 ?.(ia7
el,a/o>
I
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 try 3:00 PM Friday.
DATEOF'INSPECTION: 8- I - 6I PERMITNUMBER:
SITE ADDRESS:
PROJECT NAME:CONTRACTOR:
CONTACT PERSON:PHONE:
TYPE.GT'
Z-tU^
INSPECTION:
-f {L--
a*
! APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
Inspector Date
Approved plans and permit card must be on-site and available at time of
be assessed if work is not readyfor inspection.
N NOTAPPROVED
Call for re-inspection before
A re-inspectionfee may
BUILDING PERMIT FEES CHECKLIST
Based Market Submitted ValuationValuatioeesFonFairornAmount o
FEES DUE AT SUBMTTTAL
Plan Review Fee (2010)
MIP $50 164
Record Retention F $3 (eeMIPee
SDP Fees
Street $62.50 I
Water $62.50 201
Sewer $62.50 36r)
Storm $62.50 f1 401
SDP Record Retention Fee $10
PW Fee $70 r40)
Other
Other
TOTAL DUE AT SUBMITTAL
FEES DUE AT PERMIT ISSU ANCE
Permit Fee 000
s47
State Code $4.50 005
Plus $2/unit for
House Number $3
$3 unit if
Hamilton Recreation Fee $200 0
Hamilton ortation Fee $156 I6
L Off-site Fee $231 I
c)Record Retention Fee $3 to $10 992
Other
Other
TOTAL DUE AT PERMIT ISSUE
Notified Permit is Ready to be picked up (who/Date/Initials)
Impervious calculation to Finance sent (Date)
P:\DSD\Forms\Building Forms\Checklist-Residential Building Plars-Front Counter Sep 06.doc Revised 9/22106
,--1 l\\,
crry oF poRT Tow,.-i*o RESTDENTIAL BUTLDING pERMIT -^"rbr,rcluoN
NEW CONSTRUCTION, REMODELS, & ADDTTIONS I1
Site Information:
Impervious Surfaces:
Please provide the square footage ofthe roof area ofthe proposed and existing structures, and the square footage ofthe total area
covered by porches, walkways, patios and driveways. Do noi include decks allowing drainage to earth below.
*If total impepvious surface is equal to or greater than 40o/o 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):
l. The total area of the property in square feet: t 7, I ?O
2. The total area covered by existing and proposed structures in square feet:
(total ground coveragefrom the outside ofwalls or supporting members)LCLl
Percentage oflot coverage: (2:l) . I tt6
Proposed House Roofprint sq. ft +sv7 Existing House Roofprint sq. ft: I f 7 7
Proposed Garage Rooforint sq. ft: .+fr.Existing Garage Rooforint sq. ft: 312
Proposed Porch/Walkway sq. ft: -6 Existing Porch/Walkway sq. ft: GS
Proposed Driveways sq. ft W Existing Driveways sq. ft: 5P-3
Other (describe):Other (describe):
Total Proposed Impervious sq. ft: O Total Existing Impervious sq. ft: ZG L"/
TotalProposed + E1;r1int rO. O. Z6L7
->
Percentage Impervious: * .146
(Impervious surface -i lot sq. ft)
t/Site Plan F Interior & Exterior Wall Bracing (panel locations shown
on floor plan)
Drainage Plan (if 40Yo or more impervious)//Typical Wall Framing Details (section from foundation
through roof)
Foundation Plan Elevations
,/Floor Plan 2003 WSEC* Compliance: Prescriptive_ Componenr_
t Floor Framing Plan WSEC Construction Checklist (Washington State Energy Code)
(/Roof Framing Plan Other:
Installing Manufactured Home _Yes XNo Year:Make:
Was the manufactured home originally constructed within three (3) years ofproposed 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 masoffy blocks so that no more than one foot of the
perimeter foundation is visible above grade; and
3) Roofmust be composed of composition, wood shake or sh ingie, coated metal, or a similar roof material; and
4) Title to the manufactured home must be eliminated as a condition of building permit approval.
P:\DSD\Forms\Building Forms\Application-Residential Building permit.doc Page 2 of 2
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:BLp 67 - 063
SITE ADDRESS:
PROJECT NAME:CONTRACTOR:
CONTACT PERSON:a8l oo5*f
TYPE OF'INSPECTION:aabr d
L dL
cc+
lZA
oSfr--z
! APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
p
Inspector Date
Approved plans and permit card must be on-site and available at time of
be assessed if work is not readyfor inspection.
inspection A re-inspection fee may
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:
SITE ADDRESS:
PROJECT NAME:
CONTACT PERSON:
TYPE OF INSPBCTION:
d+ pERMrr NUMBBR: B t&01- t>03
Ut-^7
(
'\rn.t
6)
J
Tle /0 L)
I
U
pE,
Wnrc srrfP (-1rcsry W
il ")14
'r-L
N APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
Date
Approved plans and permit card must be on-site and availoble at time of
be assessed if work is not ready for inspection.
A re-inspection fee may
,
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspectionso 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:
SITE ADDRESS:
PROJECT NAME:
CONTACT PERSON:
TYPE OF INSPECTION:h
PERMIT NUMBER:
CONTRACTOR:
PHONE:1
tl o,e,@e,
P*'tat 5P
Etb
! APPROVED
Inspector
Approved p permit
Ok to proceed. Corrections will be
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
proceeding.
Date 0
be on-site and available at time of inspection. A re-inspection fee may
ff ,qppnovED wrrH/bonnrcrrons
be assessed if work is not ready for inspection.
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want
the inspection. For Monday inspections, call by 3:00 PM Friday.
DATE OF INSPECTION:z_)PERMIT NUMBER:)-
SITE ADDRESS:
a:
PROJECT NAME:
CONTACT PERSON:
TYPE OF INSPECTION:
CONTRACTOR:
PHONE:
\{aM
! APPROVED N APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
Inspector
Approved plans and permit card must be on-site and availoble at time
be assessed if work is not ready for inspection.
oute 4/Z T/rt >
! NOTAPPROVED
Call for re-inspection before
proceeding.
;l-; i l, ul - *, u u"t i o n re e m ay
-)
ll"ft\gv\Permit# O7'-OC-9
Date Inspector Inspection & Notes
7-Zl- 0 ^(Rf Fo;fr *t C fLv',,,LiNz^ t > ruh,as I qb nPP?oual
r+lztlat Qr RrV'sr o\\ #
1
'-A#Z.-.ve\
I
,
Q/tt/ot It,sl-dLeVtqto^.1 # z ntfialve\
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.
PERMIT NUMBER: .B L D 01 . OO3DATE OF INSPECTION:
SITE ADDRESS:
PROJECT NAME:
CONTACT PERSON:
CONTRACTOR:
PHONE:
rypn oF INspECrIoN: F.ed'f n A,S , a lr )rnh 1n e t jnrlefslahJJ /t
p r
I U,J t/4,8 I
L)
tr APPROVED
Inspector
tr APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
proceeding.
Date z/zr /nrz
Approved plans and permit card must be on-sile and available at time of inspection. A re-inspection fee may
be assessed if work is not readyfor inspectiort.
CITY OF PORT TOWNSEND
PERMIT ACTIVITY LOG
PERMTT #Tll-i-> a t/ -003 DATE RECEIVED:I * lz-b 7
SCOPE OF
DATE ACTION Iil{ITIALS
tbloT Entered into TRIPS A-u-tr
ESA - to Planning (-no dvidence ofESA-
Vested Date
Checked for Completeness (\n<<r-l'-
l6 0?,Ruu.+,+ t qi,/L"'.-,{/po -ffrt,.a"vl LLI 7"2r
ft!-til Q,"ot" (ru.rf ch *"J ) Ri-
'2-A 0'
r0 r6 u /ovd lcu^ Jd-
' 3 alag 7 S- .0d Ke"u * t si'i t ^# Pa-i,! -q"t
t' tu:vd l'C4, .
2r r'c[ $zJlau.lvtail o ,l Qn't# t .SLJ
v
\\Bcd permits\forms\BUlLDlNG\Permit Activity Log.doc
l
t',
I C,:7Y
Partial 1st Floor Plan
ffit SVffiM
lJate:
trerrnii lio:
Kitchen
12''10" Neriff)
3 112" x 13 1/2" GLB
Dining Room
2nd Floor
(4) 2x4 post Existing Stud Wall
,iij,j 2J',.;,.),i
fr1r'
{1u!ltii:tg
nr f (lii'tr T{l}Vrll'lf; ENll
SCOPE OF WORK
Temporarily support Dining
Room and Kitchen ceilings
and remove stud wall
between two rooms. lnstall 3
1/8" x 13 1/2" glulam beam
tight under ceiling joists and
supporton new (4)2x4
columns in existing stud wall
and in existing exterior walls.
Provide fastening between
columns and column and
beam per details.
lt
Existing Conc. Wall
Cross Section
Kitchen Beam
114"=1'0"
Van Allen Residence
1223 Garfield Street
Port Townsend, WA
8.14.07
Christopher
Stafford Architects
INCORPORATED
1044 Water Strcet #326
PortTownsend,WA 98368
360.379.8547
stafford@olypen.com
(4) 2x4 post
3112" x 13 1/2" GLB
Wall
i Dt'l A, sim
Ll
' __'\t'il
I _, rr
t,,' "'1 '
I
r --l
I
F
Dt'IA
1st Floor
Dt'l B, simDfI B
Basement
r)
t
t'
{
Exist. 2x4 wall
(4) 2x4 post
(2) 3"x'1'9" straps per beam end
@\2xa column each beam end, see
plan for arrangement
3112" x 13 1/2" GLB
Detail A
2204
Detail B
Kitchen Beam
1"=1t0"
Van Allen Residence
1223 Garfield Street
Port Townsend, WA
8.14.07
ED
Christopher
Stafford Architects
INCORPORATED
1tX4 Water Street #326
PortTownsend, WA 98368
360.379.854L
stafford@olypen.com
f: i
,Y).
t/-l'- :-
I
L
t.-
"il
/:
\
,. UO
i'rrf
i 6rY pg1 VfiN2cnAte
Permii F.lo:
F1,,
3 112" x 6" Paralam beam, rip from 3 112" x7"
4x4 post
(3) 2x4 post
SchemeC-l postwith 3 1lfl"'x6" Paiaiejih pea
/002 0z Onv '
OPEN STAIR WALL
1/8"=1'0"
2nd Floor
1st Floor
Basement
Van Allen Residence
1223 Garfield Street
Port Townsend, WA
8.14.07
finiicJin 0fficial
CITY L: l-j Fd' i:11'10\4ll',!::;L:ru i)
Christopher
Stafford Ardritects
INCORPORATED
1044 Water Street #326
Port Townsend, WA 98368
%0.379.854r
stafford@olypen.com
i,
I
-.i
OFWASHINGTON
AUG I 2oo7
aTT
3 1/8" x 9" glulam beam
Cross Section
OPEN STAIR WALL
114"=1'0"
SCOPE OF WORK
Temporarily support Dinning Room
ceiling at stairs and remove stud
wall above stair stringer including
2x4 top plate. lnstall 3 1/8" x 9"
glulam beam tight under ceiling
joists and support on new 4x4
column in stair wall and (4) 2x4 in
existing exterior wall. Finish stair
risers to extend over wall and
provide stair railing per code.
Provide fastening between columns
and column and beam per details.
Van Allen Residence
1223 Garfield Street
Port Townsend, WA
8.14.O7
Bed Room
3 1/8"
Dinning Room
Partial 1st Floor Plan
4x4 post
(4) 2x4 post
Christopher
Stafford Architects
INCORPORATED
1044 Water Street #326
Port Townsend, WA 98368
360.379.8541
stafford@olypen.com
[-]F
b
CIVHN
2nd Floor
Basement
Date
faerrnit F,lo:
Building 0fficial 1st
CIT\' OF' PORT TOWf\ISEND
$
Existing
WASHINGTON
i,iirl i i ',':,ti'ii,f
t,,J
;
1L
r:_ :
ft!-
IL
\
l-
l
3'-0"
24"fl.4"x10" fi1.
wl (2)lt4 ea way 3"clear
bottom
Dt'rcA
4x4 post
10'-7 718
10112" glulam beam
exist. wall
ilr.m07*{}09,
l-
3 1/8" x 9" glulam beam
Strapping
4x4 post
Detail B
4x4 post
Strapping
Welded saddle
Railroad rail
Exist.6x6
Front
Detail A
OPEN STAIR WALL
1il- 1roil
Van Allen Residence
1223Garfield Street
Port Townsend, WA
8.14.07
(o
(o
Exist. 2x4 wall
(4) 2x4 post
Detail C
Side
Christopher
Stafford Architects
INCORPORATED
1(X4 Water Street #326
PortTownsen4 WA 98368
360.379.8t11
stafford@olypen.com
\
OF WASHINGTON
a -)
Receipt Nurnber:
BLD07-003R-1 933200022 Building Permit Fee $25.00 _ __ g2g:0!
Total: $25.00
$0.00
CHFCK 6068 $ 25'00- --lrsooTotal
genprntrreceipts l%ge 1 of 1
City of Port Townsend
Development Services Department
250.Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-50e5
lnvoice
Date:
lnvoice #
31-JAN-08
232
VAN ALLEN DOUGLAS K
MNCY L VAN ALLETI
PORTLAND OR 97239.4057
Application No BLD07-003R-1
ftoject: REIVIODE-
ApplicationType Residential-Addition/Renpdel
Parcel# 933200022
Subdivision: WINSLOWS
Site Address: 1223 GARFIELD ST
BlocULot
Description
Building Fermit Fee
Han Review Fee
State Building Code Council Fee
Technology Fee for Building Fermit
Record Retention Fee for Building Pornit
Fee Anpunt
$25.00
$o.oo
$0.00
$0.00
$o.oo
Paid/Credit
$0.00
$0.00
$0.00
$0.00
$0.00
Balance Due
$25.00
$o.oo
$0.00
$o.oo
$0.00
$25.00
$0.00
Balance Due:$25.00
Payment due within 30 days
Total Fee Anpunt:
Total Paid/Credits:
l%ge 1
CITY OF PORT TOWNSEND
Building and Community Development
BILLING STATEMENT
tz23 &ELb 0
(Address)(Date)Zt o) - co3i,&.1
4 t*0CI
(Permit Number- if applicable)
REWSIONNUMBER
(Phone)
$
$ .Z54
$
REINSPECTION FEES (tr R-2040 tr c-2041)
($47.00)
(g) PLAI.f REVISIONFEE (oR-2030 tr c-203r)
($50.00/hour, minimum $25.00)
RESTDENTTAL T. C. O. TNSPECTTON (R-2020)
(se7.oo)
CoMMERCTAL T. C. O. TNSPECTTON (C-2o21)
($147.00)
SPECTAL TNSPECTION (n R-20e9 O C-20eS)
($47.00/hour, I hour minimum)
OTHER (tr )
TOTAL DUE $
.-nO(9Zb-
Building and Permit Fees
$
$
$
(") $ _ Fees due based on
Total Valuationla++c;
BuildingPermit Fee
PlanRwiewFee
(d) $ _-- Previous Fees Paid 1u=erg
$
$
(g) $Plan RevisionFee g=aa;
$
(b) $
(c) $
(e) $
(0$
BuildingPermit Fee
PlanReviewFee
Revision Valuation
Original P€rmit Valuation
Total Valuation
Rerzse d I /6/0 0 llB c d j ermitsformstBlLtrSTMT- d o c
TIUNKYOUI
C
O
N
S
T
R
U
C
T
I
O
N
P
R
O
G
R
E
S
S
R
E
C
O
R
D
C
i
t
y
o
f
P
o
r
t
T
o
w
n
s
e
n
d
PERMIT #PARCEL #OWNERINSPECTIONrrRlvttttcpr-uMetNGuecxarutcelSHEAR WALLINSULATIONGWBFINAL BUILDING CONTRACTOR Thompson
C
o
n
s
t
r
u
c
t
i
o
n
CONTRACTOR LICENSE #
T
H
O
M
r
c
-
9
B
7
O
O
BLD07-003
R
-
1
93320002
2
Van Allen
D
o
u
g
l
a
s
K
I
N
S
P
D
A
T
E
2
5
0
M
a
d
i
s
o
n
S
t
r
e
e
t
,
S
u
i
t
e
3
P
o
r
t
T
o
w
n
s
e
n
d
,
W
A
9
8
3
6
8
P
R
O
J
E
C
T
A
D
D
R
E
S
S
1
2
2
3
G
A
R
F
I
E
L
D
S
T
l
P
R
O
J
E
C
T
D
E
S
C
R
I
P
T
I
O
N
R
e
n
x
r
d
e
l
o
f
s
e
c
o
n
d
s
t
o
r
y
o
f
r
e
s
i
d
e
n
c
e
.
M
i
n
o
r
g
a
r
a
g
e
a
l
t
e
r
a
t
i
o
n
A
D
D
R
E
S
S
N
a
n
c
y
L
V
a
n
A
l
l
e
n
P
o
r
t
l
a
n
d
,
O
R
P
H
O
N
E
A
D
D
R
E
S
S
1
0
1
H
i
l
l
e
r
D
r
i
v
e
F
o
r
t
H
a
d
l
o
c
k
,
W
A
P
H
O
N
E
(
3
6
0
)
3
8
5
-
0
6
8
1
L
E
N
D
E
R
C
O
M
M
E
N
T
S
I
N
S
P
E
C
T
I
O
N
I
N
S
P
D
A
T
E
C
O
M
M
E
N
T
S
I
I
I
i
,igenprntrbldgplacard
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3
Port Townsend WA 98368
360-379-5095 Fax 360-344-4619
1'€ tl
RE,VISION TO BUILDING PERMIT # frl ' A O 4
OWNER:
v ^", AIIa+(t "*o'r slrE ADDRESS:
Revision #
LV
?Impervious Surface Change? tr Yes
F No
1Total Value of Revision: $
of work:(*
f
Revisions require 2 sets of plans and a written scope of workthat fully describes the proposed change plus any
additional inforrnation that will be of assistance inissuing your revision. If your plans were stamped by a deugn
professional, all revision submittals require a stamp with a wet signature. Be auare that changes to the existing
approved plans may also requireygg to revise your original building permit application (lot coverage, impervious
surface, structure square footage, etc.) and energy code docrrments (changing windows, heat.source, erc.fto
conform to your proposed changes.
\\
1l
I
i,iii {-ri ii i lr,rrl.riilU
4 - /6 - 3eo7
Applicant Date
OFFICE USE ONLY
Submittal date:Two sets of plans for revision:
Approval of engineer ofrecord (if original plans engineered): tr yes tr No tr NA
P:\DSD\Deparhnent Fonns\Building Form$ApplicatiorrRevision.doc
)
ofl')
t.\
c,-.f,c^f( \.1
(C)
tf,
*
\ii\s
\N}
s:-rA
}P
x
\}\
0f\
\.)\t
c
.t
=
PR D
Date:3 0
Fermit 0
By;Lon-
Building 0fficial
CIryOFPORTTOWNSEND
)
ro
.O
ro
N
(te
(f}
Hg
o
roo;
rO
No)
oi
Nq$t
io
o)
tsl,p0?-0s3
)__J-ella \" ('{^;it, \
F g €,l
r
}
a e f,
n
LI
V
I
BE
D
R
O
O
M
SU
N
PO
R
C
H
13
.
S
t
Ma
i
n
dt
e
r
r
d
fo
r
ph
m
t
i
n
g
an
d
to
ba
s
e
f
i
F
rt
75
9.
7
5
'
6.
5
6
.9
2
6
'
Po
c
k
e
t
do
o
r
En
g
i
n
e
e
r
i
n
g
21
to
fo
l
l
o
w
on
he
a
d
e
r
.
Lo
c
a
t
i
o
n
of
su
p
p
o
r
t
po
s
t
MA
I
N
21
DI
N
I
N
G
KI
T
C
H
E
N
2{
SM
A
L
L
SI
N
K
1
IN
S
T
A
L
L
1
or
8.
7
GA
R
B
A
G
E
BO
T
T
{
SI
N
K
S
FR
O
N
T
BE
D
R
O
O
M
or
4.
3
5
'
3?
x
EX
I
S
T
I
N
G
SI
N
K
Ma
i
n
Fl
o
o
r
Sc
a
l
e
3/
1
6
"
=1
'
1
MA
S
T
E
R
BE
D
R
O
O
M
Ma
i
n
dl
a
n
n
e
l
to
r
he
d
h
g
tf
r
l
e
r
l
ca
i
l
n
e
l
(b
o
r
s
lS
rx
l
d
a
R
pF
F
r
c
E
11
.
3
8
E
H
SH
O
W
E
F
I
6'
x
'
1
4
.
3
4
'
,w F tt €'
\?!
\-
t e BF
GU
E
S
T
RO
O
M
SI
N
K
17
1
T'
,
LA
U
N
D
R
WD
RO 24"W x 31 5/8.H
Fr
o
s
t
e
d
,
openable RO 24"W x 31 5/8.H
Cl
e
a
r
,
openable '!-. i s/-peJ t',', ."ru^#'qi4\'*u'cf ol wall Wndow RO 24"W x 31 5/8"H _/
Te
m
p
e
r
e
d
,
dear openable v'
4'
o
f
f
f
l
o
o
r
Up
s
t
a
i
r
s
A
d
d
i
t
i
o
n
Sc
a
l
e
3
/
1
6
'
=1
'
and drain
.),tl
\
BT]ILDING PERMIT
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-s09s
Project Information
Permit Type Residential - Addition/Remodel
Site Address 1223 GARFIELD ST
Project Description
Remodel of second story of residence. Minor garage alteration
Permit #
Project Name
Parcel #
BLD07-003
933200022
Names Associuted with this Project
Type Name
Applicant Van Allen Douglas K
Owner Van Allen Douglas K
Contractor Thompson Construction
Contractor Thompson Construction
Contact Phone #
(s03) 44s-9400
(503) 44s-9400
(360) 38s-0681
(360) 38s-0681
License
Type License # Exp Date
CITY
STATE
1288 1213U2007
THOMPC*987 (07 / t3 12007
Fee Information Project Details
Entered Bid Valuation 40,000 DoLr
Project Valuation
Plan Review Fee
Technology Fee for Building Permit
State Building Code Council Fee
Building Permit Fee
Record Retention Fee for Building
Permit
$40,000.00
352.79
10.86
4.50
542.74
10.00
Total Fees Paid $920.89
*** 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.
Thegrantingofthispermitshall notbeconstruedasapprovaltoviolateanyprovisionsofthePTMCorotherlawsorregulations. Icertifu
thattheinfotmationprovidedasapartoftheapplicationforthispermitistrueandaccuratetothebestofmyknowledge. Ifurthercertify
that I am the owner of the property or authorized agent of the owrrer.
Date Issued
Issued Bv:
02t13/2007
PWESTERFIELD
Print Name
BUILDING PERMIT
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-s09s
Project Information
Permit Type Residential - Addition/Remodel
Site Address 1223 GARFIELD ST
Project Description
Remodel of second story ofresidence. Minor garage alteration
Permit #
Project Name
Parcel #
BLD07-003
933200022
Conditions
10. Separate electrical permit required from L&l contact (360) 411-2102
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.
ThegrantingofthispermitshallnotbeconstruedasapprovaltoviolateanyprovisionsofthePTMCorotherlawsorregulations. Icertiff
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 certiff
that I am the owner ofthe property or
Datelssued: 02/13/2007
IssuedBy: PWESTERFIELD
Print N ame
authorized acent ofthe owner.
r)a.ut" $ZC//L
1 a
Receipt Number:
BLD07-003
BLD07-003
BLD07-003
BLD07-003
933200022
933200022
933200022
933200022
Technology Fee for Building Permit
State Building Gode Gouncil Fee
Building Permit Fee
Record Retention Fee for Building Per
$r0.86
$4.s0
$542.74
$10.00
Total:
$10.86
$4.50
$542.74
$10.00
$0.00
$0.00
$0.00
$0.00
$568.10
CHECK 5884 $ 568.10
Total:$568.10
genpmtneceipts Page 1 of 1
Page I ofl
Penny Westerfield
From: Nancy Van Allen [nancyv@paper-scissors-rock.biz]
Sent: Tuesday, January 23,2007 9:17AM
To: Penny Westerfield
Subject: Re: 1223 Garfield
Penny, would you reply me so that I know you got this.
Dear Joe, Jan and Penny,
This is in regards to the previously submitted plans for permitting1223 Garfield.
Sorry that I produced pdfs that were missing some parts. My CAD program is rudimentary.l was trying
to print out the different views in the same scale. That did not work, so please note that the plan views,
(proposed and existing) are the same scale and the elevation views are not the same scale as plan, but
they are the same to themselves and the site plan is a different scale all together. You will need Winzip
(free program) to unzip the attached folder. If you have any trouble unzipping I can send the pdfs
individually.
My husband and I are wondering if the garage plans could be pushed through quicker and started first
because it will be a stagingarca for the main house remodel.
Thank you
Nancy Van Allen
fiT; Hb r"*q
fi,$
Wtr*e{if7d#"T
Jpb-{'
1123/2007
-l )
J
ii .t
Alternate Braed Panel Sinole Story
R602.10.6 #t
2'8" minimum
,
See back
3/8" wood
strucfural
panel sheathing,
8d nails
@ 6" on edges
10'
max
Vzo x LO" AB 4a;6lVc"x3x3wabher
Double Studs
Plate to Plate
Wndow
opening
Header
1800 pound holdown
2003 lntemational Building
OonUnuous Footing
u2412005
'5H"
:
8.135'
65'
I'
Existing garage elevation crossection
f,Aourlrq, z'8" rrrtNtMovq /LTEAlma AAnu\
aJALL lnNeU uJrTil /BoO# ilOA,out,r.Jt
\r'
ON EAeil sr\e, dF Qn(qOe \ooA- CPttll ilq(sre 476"[sf b=z,i) -'-{\,
,J -)
Back property line
DOOR
WINDOW
WINDOW
Driveway
wtNDow
Existing garage plan view
Be rms 3D" x 9.75H" X Approx. 15' lonq
l
f
1.25'
Garfield St
a
37.575',L
Gartiold St
Add strapping
around doors
then sheath
the exterior walls
Add to
and reinforce
2 x 4s under
3 x 10 ceiling joists
heath and new roof
Widen opening
to fit standard one
car garage door
9'Wx7'H
m back footing on this side to maat
width of other sideFill dirt floor
with gravel and rebar
then concrete
Future plan for garage crossection
R
,/
g'
I'I'
I
Back property line
'-)
DOOR
WINDOW
wtNDow
Driveway
Tie reinforced 2 x 4s to footing
WINDCIW
Future g arage plan view
Be rms 3D" x 9.75H" X Approx. 15' lonq
I
f
I
T
1.25'
t
Garfield St
e
f
-
t
-
.
v
a
c
p
u
e
s
u
i
K
o
l
U
o
d
l
c
o
l
l
r
{
c
r
v
p
r
o
J
J
e
l
s
s
l
r
r
{
J
u
o
r
l
?
^
o
u
o
u
u
o
l
l
v
u
€
A
-
t
^
.
a
J
r
L
L
e
?
.
"
r
c
r
,
q
\
r
4
*
t
-
3
2
w
1
F
G
r
i
t
f
,
"
i
n
$
'
j
?
{
,
6
0
\
*
T
t
-
j
4
n
q
"
d
g
>
,
n
C
n
t
t
?
t
r
,
'
b
n
f
i
?
T
'
/
&
.
1
o
!
i
r
a
'
*
i
=
'
f
i
r
q
L
^
A
*
3
f
r
"
F
-
:
-
-
'
c
1
:
E
W
t
t
"
"
,
,
-
T
t
z
t
p
,
t
u
A
,
,
-
'
r
;
i
i
;
i
,
,
d
,
,
4
.
i
Y
?
f
n
O
U
\
T
y
D
f
i
v
u
t
.
t
L
)
l
4
l
l
"
L
"
9
,
f
r
*
'
:
L
i
c
u
,
J
.
-
n
d
h
W
,
'
/
f
L
"
f
'
c
q
i
-
r
f
,
*
f
t
a
y
5
i
\
i
t
o
,
;
*
r
'
7
z
?
A
'
a
z
r
:
'
y
f
f
i
f
f
{
-
.
:
)
^
-
^
-
p
I
$
r
)
t
I
s
>
t
*
.
f
r
r
r
"
a
l
f
f
"
t
t
{
f
:
f
i
a
p
t
'
-
-
/
_
i
.
-
L
L
{
v
r
a
z
t
i
6
'
i
=
,
f
i
u
r
"
y
,
s
3
u
d
x
3
o
z
o
s
-
z
g
r
(
o
e
r
l
x
v
l
t
t
s
}
-
z
g
/
v
(
o
9
r
)
2
9
8
8
6
V
1
4
'
s
a
;
a
8
u
y
y
o
4
'
l
S
l
s
l
'
l
O
Z
Z
r
e
a
u
l
i
u
3
l
e
r
n
l
.
n
J
l
s
t
u
;
1
n
s
u
o
3
'
3
'
S
"
J
'
d
'
N
i
l
t
Y
l
O
'
U
o
I
V
U
C
.
'
f
7
1
e
<
.
t
e
n
,
a
)
,
4
*
*
'
j
n
l
F
u
o
{
&
,
*
r
,
€
Q
'
:
;
.
'
i
l
:
=
:
l
H
3
!
j
i
r
i
r
i
g
a
t
a
f
8
V
,
;
r
f
r
r
r
i
l
r
{
f
b
'
:
7
f
r
'
-
:
"
f
f
|
/
7
,
e
o
k
/
t
t
o
/
a
.
V
o
L
\
.
o
f
Z
\
{
'
T
4
t
/
\
r
.
d
i
,
.
f
O
p
V
*
n
.
l
?
J
c
t
/
'
f
,
d
q
=
&
y
r
{
$
y
/
v
r
a
+
l
r
,
r
-
<
<
'
r
L
T
-
p
)
F
5
-
t
r
f
'
,
.
l
'
,
.
"
q
r
t
t
0
q
w
a
l
+
n
4
&
"
"
1
i
i
o
+
J
f
e
l
J
u
+
?
;
f
e
"
t
e
?
.
u
'
n
6
t
'
S
"
'
$
(
-
/
r
c
)
4
^
r
n
t
\
9
r
'
^
o
-
T
v
'
i
t
r
f
'
C
I
r
f
v
v
k
{
"
s
v
-
{
d
r
\
A
V
.
^
r
'
.
l
r
'
p
\
t
!
{
D
L
I
A
Q
i
i
{
t
.
l
'
B
J
r
t
t
/
a
+
f
1
'
l
t
*
{
"
a
'
f
f
c
'
1
r
'
v
^
{
*
l
"
;
'
+
l
-
i
:
-
i
J
)
'
-
,
A
'
e
.
q
Y
u
f
r
i
-
-
r
*
6
I
f
i
,
u
^
a
+
'
h
/
/
/
l
-
)
1
1
/
*
,
'
J
s
v
b
A
J
,
n
d
t
-
n
V
-
r
-
i
j
^
^
d
J
y
-
:
/
n
J
.
\
f
J
.
.
*
o
a
e
€
-
'
r
f
;
f
f
"
t
\
f
N
{
,
f
f
f
\
+
'
{
*
v
1
(
t
z
g
-
e
)
s
^
F
a
f
w
a
,
n
:
'
{
"
I
.
t
!
T
r
*
!
$
.
r
/
0
:
,
r
l
I
!
r
-
r
-
t
l
v
\
6
p
u
e
s
u
,
i
!
\
o
J
u
o
d
l
c
e
t
r
l
q
c
r
v
p
r
o
J
J
s
l
s
s
F
r
{
J
u
o
r
l
s
^
o
u
o
u
u
e
l
l
v
t
r
P
A
F
g
L
'
*
+
l
b
g
,
l
-
Y
z
i
(
{
,
f
"
t
X
1
.
"
;
-
1
F
S
'
Z
-
=
.
'
f
t
g
,
.
/
\
d
i
r
z
'
y
t
l
'
'
b
.
4
-
'
,
r
{
s
'
'
:
{
)
i
,
b
z
'
.
F
t
9
V
9
q
-
F
,
(
.
o
e
r
l
x
v
J
r
L
s
s
-
z
s
r
(
o
s
t
)
"
'
L
u
"
Y
$
,
;
"
!
3
3
;
y
"
f
f
i
g
;
;
1
;
r
I
'
s
l
;
i
-
o
z
z
'
,
:
l
'
S
"
:
l
'
d
'
N
,
:
l
/
l
,
l
o
'
U
C
I
V
U
C
r
:
:
-
*
-
f
+
l
-
a
r
i
/
-
\
(
3
t
'
7
+
?
?
'
)
(
g
r
)
n
T
"
i
)
)
\
/
^
,
"
1
,
q
'
>
I
(
,
$
i
/
-
f
,
+
/
"
,
/
.
4
,
/
r
'
,
Y
/
r
-
"
B
-
f
t
1
t
(
Y
G
'
v
*
b
r
t
-
&
-
F
,
,
?
-
f
'
(
E
*
&
.
.
i
r
\
r
,
\
'
.
-
r
y
J
i
I
,
-
3
7
,
"
.
J
t
-
+
-
i
]
,
t
t
t
f
)
*
,
-
,
L
i
r
)
t
z
e
*
e
o
"
/
r
'
/
r
$
/
9
/
=
,
;
,
t
g
'
;
"
t
i
,
,
'
:
-
Y
'
:
,
)
:
i
/
.
,
!
l
d
€
t
?
i
;
?
"
-
h
/
,
?
{
r
r
n
,
-
b
1
.
.
-
r
c
i
Y
*
y
*
n
l
f
f
*
1
#
@
t
r
r
r
c
^
I
7
#
'
5
a
f
i
:
l
*
*
r
.
t
'
f
v
,
,
U
.
.
,
0
{
?
-
1
?
l
b
t
x
z
h
?
'
t
{
Y
:
{
4
2
,
r
(
*
-
7
/
t
.
-
l
,
/
'
!
i
t
^
,
#
b
-
o
b
g
(
v
=
f
;
;
,
€
i
i
v
i
,
i
r
I
l
I
r
;
I
I
t
:
-
'
e
'
F
8
)
v
?
t
I
z
(
+
t
-
'
f
1
f
{
L
)
.
\
{
f
b
p
o
}
,
C
'
l
)
+
i
l
\
V
f
'
"
i
\
'
'
'
/
I
a
s
-
,
\
i
-
g
{
-
0
a
/
:
e
/
6
s
3
u
t
d
x
s
z
,
4
,
^
.
,
4
[
t
o
-
-
t
>
'
)
o
G
,
?
]
'
t
O
z
.
f
(
,
?
,
,
i
^
i
,
,
I
1
'
r
?
\
,
J
L
L
I
$
?
.
r
i
r
o
f
'
a
I
V
r
-
-
n
w
E
l
r
.
p
3
a {"4 22..lr, i IlAu
fKi;g l*apcl f A*f €-€ttH.f Fos= LS*rr YLrTttfL )** PUT
/i t.-zvi,b L'l,lg
**-4*
't 8t 6?*" 6
a,)1 J I --I lt\E t J5b
3
t
d-k (r r .l {r ItLrJ-1
? a-'],eJr'LJI
?.36 -]
.t*fs),,2 =ry 5,j9:jz =M
) ?r4150.*.?
zlor3?,s?
?3/{ )? J, ,, S
z6+,, ri^5?-
At',
0
--U, Q
,A\
r-i-l
ffi
CIJ j'1
7b ) l\,
t3.p
qli
f,* A*rol
li 1 r 56,3,$
i13i 4 3,%t
??3j 3],3 {
*5or 1t,,3
7ru.",5,'l*
(ar
,ftu*5
,G
,s'
,g!
-*4!3"1
^", i7
,,Tilq.JJ
!e C-i 6,r'wrJ +ar)l
.1 bl
c
IrV
3qlt6,$4
t;71 /_+
?/ "*.te
) bsl
$ 3lr
47,3
t1sr 4
lq {,4$?:4
zafi 0')
t4it <1''?;l
4'wr.* I J
'el{l)
Gi i58.r b3 .*
3 tl , ;'',of a,
lS.*, lijj3
l" ) !,r,{}i i ! ; ;' *- e
35c,,;t,57' .///
CRAIG R. OWEN, P.E., S.E.
Consulting Structural Engineer
22O E. 1st St. Port Angeles, WA 98362
(350) 452.8574 FAX1360) 4s7-8O2O
Van Allen Renovation
Chris Stafford Architect
Port Townsend, WA
EXP,RES IQ!2
')J )-T
D6fZz
6Ll
xY
4 2, 37, 76
l*$ 3?,lq
It8 a?, t?'.
/S) ze,oS
) 14,f \b,11
AX* i6b &Y.,Zf,Tdf
; ,7'J,l[*r|. ,:.
EXPtFiFS g./2
Van Allen Renovation
Chris Stafford Architect
Port Townsend, WA
tJ'"sLAy* z&,eE
A I3 ? 6,s)2g? I o/ &v,s7
I 4? ,:? Loa
l',I iil:t'tSB)U,rz
4r l f 8l 2,5' a5 LH
Iss
t/
rl
It a +rltn: C.
37,57
S a,afil
CRAIG R. OWEN, P.E., S.E.
Consulting Structural Engineer
22O E. lst St. Port Angeles, WA 98352(360) 4s2-8574 FAX1360) 457-8020
f" ree z€n
i
rl
D
i+ $)
@
I
}--
!:!#
T ----
7S
': 0
I c*;
33/d{ I
R dI**7tt
r
$t*ef zz
I
lNITTAL
VAN ALTEN ROOF TRUSS
lNO rNT SUPT,PTN WEB
J=52 S=1 P=l tD=1 SL
R=0
OPT=1 ATYP=I
GROUPS
NG=1 ETYP=I GNAME=BEAM2D
NC=
NC=
NC=
NC=44
NC=45
NC=45
NC=47
NC=48
NC=49
PSc164 .5 ,2I. 16 , 0 .
PS=171. ,30.81 r 0.
PS=177.5,40.45,0.
PS=158 . ,7O. t0.
PS=158 . ,75. ,0.
PS=126 . ,40.22,0.
.\\\\
ltll
HRIS STAFFORD, ARCHITECT;VANAIENF
K,LC TO TC,WEBS AT 4O" ,pK ON TC,16"oc,UpLFT INCL
OUT=3
f^'gu+ F,lc
Ru^r F s\aeb €-?
tz/,
,c
S,P
=z
COORD
NC=1 PS=O. ,1. 38 r 0.
NC=Z PS=13.,6.45,O.
NC=3 PS=26 . ,LL.52,0.
NC=4 PS=39.,L6.59,0.
NC=S PS=52. r2t.66r0.
NC=6 PS=65 .5 ,26.93 r 0.
NC=7 PS=79.,32.19,0.8 PS=92 . ,37 .26,0.9 PS=105.,42.33,0.
10 PS=118 . ,47 .4,0.
a6
NC=11 PS=131 . ,52.47 ,0.NC=12 PS=144 .5 ,57 .7 4 ,0 .
NC=13 PS=158, ,63. ,0 .
NC=14 PS=171 .,56.36,0.
NC=15 PS=184.,50.09r0.
NC=16 PS=197 .,43.83,0.
NC=17 PS=Z10 .,37.57,0.
NC=18 PS=223.,3L.31,0.
NC=19 PS=236 .,25.05,0.
NC=20 PS=250. r18.3r0.
NC=21 PS=Z64 .L,LL.52,0.
NC=22 PS=276.,5.78,0.
NC=23 PS=288. ,0. ,0.NC=24 PS=39 . ,LL.52,0.
NC=25 PS=52.,LL.52,0.
NC=26 PS=65 .5.,L!.52,0 .
NC=27 PS=79 . ,AL.52rQ.NC=28 PS=92. ,LL.52 rO,
NC=29 PS=105 .,LI.52,0.
NC=30 PS=118 .,t].-.52,0.
NC=31 PS=131 . ,LI.52,0.
NC=32 PS=144. 5,11 .52 ,0 .
NC=33 PS=158 .,Lt.52,0.
NC=34 PS=17L .,tL.52,0.
NC=35 PS=184. ,11 .52.,0.
NC=36 PS=197 .,Ll.52,0.
l{C=37 PS=210 .,]-]-.52,0.
NC=38 PS=223.,LL.52,0.
l{C=39 PS=236 . ,7L.52,0.
NC=40 PS=250 . ,LL.52,0.
NC=41 PS=158 . ,25.05,0.NC=42 PS=LS8 . ,37 .57 ,0.NC=43 PS=158.,50.09,0.
CRAIG R. OWEN, P.E., S.E.
Gonsulting Structural Engineer
220 E. Lst St. Port Angeles, WA 98362
(360) 452-8574 FAX (360) 457-8O2O
g/'.,-t/ o
NC=50 PS;134. ,33.05 ,0.
NC=51 PS=142. ,25 .87,0.
NC=52 PS=150. ,18 .7 ,A.
))r
iA
it 1..a3 * nv* ,F r l;,
JOINT
LN=0 A=1
tN=1 A=1
LN=2 A=2
LN=3 A=4
2 K=1r1r0r0
INC=0 K=0,
23 INC=0 K=
48 INC=1 K=
,0r10,0rororL
t ro r0 ,o ,a,L0r0r0ror0r0
B=5
B=1
3B=
4B=
OPTIONl
NI,D=10
I,OADCB
LC=$ CB=l.X1+1. 2X3+0.X0+0.X0+0.X0+0.X0+0.X0+0.x0+0.x0+0.x0
7-C=1 cB=l.x1+1 .2x2+0.x0+0.xO+o .x0+0.x0+0.x0+0.x0+0.x0+0. x0tc=8 cB=l . x1+1 .xz+L. x3+0 . x0+0 . x0+0 . x0+0 . x0+0 . x0+0 . x0+0 . x0LC=9 CB=. 6X1+1.X4+0.X0+0 .Xo+O .X0+0.X0+0.X0+0.X0+0.x0+0.x0tc=10 cB= . 6x1+1 . x5+0 . x0+0 . xo+o . x0+0 . x0+0 . x0+0 . x0+0 . x0+0 . x0
BEAM2D
PARAMETERS
fFORO=1FI". I-TABLE
NP=t LCN=1.
NP=Z LCN=1.
NP=3 LCN=1.EI,. I-TABLE
LN=4 A=41
LN=5 A=49
LN=6 A=110
LN=7 A=133
1
E=.18E+07 A=6.34
E=.168+07 A=5.25
E=.16E+07 A=8.25
3
NC=1 PR=Z
NC=l PR=2
fNC=0 PR=Z
INC=O PR=2
.95 GAS=0..36 GAS=O.0.8 GAS=0.
I=6
I=5
T=2
NPP=I PRES= .78, .78 OFF=O
NPP=2 PRXS= .78, .78 OFF=O
NPP=3 PRES=I .It,t. 11 OFF
NPP=4 PRES=1.11,
NPP=S PRES=1.11r
NPP=6 ??.ES=2.77 ,
NPP=7 PRES=2.77,
. ANG=68.69. ANG=115.7
,0 . ANG=68.69
OFF=0. ,0. ANG=115.7
OFF=O.,0. ANG=90.
OFF=0. ,0 . At{G=68.69
OFF=O.,0. ANG=115.7
.,0
. r0
=0.1. L1
1. 11
2.77
2.77
NPP=8 PRES=- .284,-.284 OFF=0.,0. ANG=90.
NPP=9 PRES=-I.89,-1.89 OFF=O.,0. ANG=90.
NPP=10 ?RES=-2 .53,-2.53 OFF=O.,0. ANG=90,
NPP=11 PRES=-4 .t,-4.1 OFF=0.,0. ANG=90.EL. I-TABLE 6
LN=1 A=1 B=t2 INC=1 PR=1
LN=Z A=13 B=22 fNC=1 PR=3
LN=3 A=23 B=40 fNC=1 PR=2rB=43
B=52 I
B=110
B=133EL, 1-fABLE 7
LN=1 A=1 B=2 INC=1 PRP=3,
I,N=2 A=3 B=3 INC=O PRP=I,
I,N=3 A=4 B=9 f NC=1 PRP=1,
I,N=4 A=10 B=12 fNC=1 PRP=
LN=S A=13 B=15 INC=1 PRP=
I,N=6 4=16 B=19 fNC=1 PRP=
LN=7 A=20 B=20 INC=0 PRp=
LN=8 A=Zt B=22 INC=1 PRP=
[,N=9 A=23 B=40 INC=1 PRp=Et. I-TABIE 13
[N=1 A=13 B=23 INC=1
I,N=Z A=40 B=52 INC=I
[N=3 A=110 8=110 INC
tN=4 A=133 8=133 INC
,o ro,
,a rQ,0,0r0
RLI=1,0 ,0 RLJ=O ,O ,ORII=O,0,0 RLJ=1,0r0
RLf =1 ,0 ,0 RtJ=0,0 r 0RLf=1,0,0 RLJ=O,0n0
10r11 ,OrO,0r0r0 NPR=5t0,Ltr0,or0r0r0 NPR=5
9 ,10 ,o ,a ,o ,o r 0 NPR=SrQ,LLrO,Q,0r0r0 NPR=S
10,11 ,O ,O ,O ,O ,O NPR=S8rgr0,o,Qr0r0 NPR=5
0r0
0r0
,0
,tt,O
,tL,O
10,0,
6r0r10
6r0,10
6,0 ,9 ,t,6 ,O ,2,0,7 ,2,0,7 ,
2,0 r7 ,4,0 ,7 ,5,0,0,
NPR=5
NPR=5
NPR=5
0
2
=0
=0
CRAIG R. OWEN, P.E., S.E.
^ ^ - Consulting Structural Engineer
22O E. 1st St. Port Aneeles. Wn ggS0Z
(360) 452.8574 FAX'(360) 457-8O2O
t's"
tN=5 A=43 B=46 INC=3 RLI=0,0;\ P-\=1, O, OEL. 1-TABLE 15 I I
NG=1 NGEN= TG=21,L,t,1
NG=Z NGEN=4 IG=15 ,L,L,t
CONNECTIVITY
NE=1 NOD=1,2 GA=1 GB=0 GC=Q
NE=23 NOD=3,24 GA=Q GB=O GC=Q
NE=24 NOD=24,25 GA=Z GB=0 GC=0
GA=O GB=O GC=0
GA=O GB=O GC=0
GA=0 GB=0 GC=0
GA=0 GB=0 GC=0
GA=0 GB=0 GC=0
GA=0 GB=0 GC=0
GA=O GB=0 GC=09 GA=0 GB=0 GC=O1 GA=O GB=O GC=O
'l.l I
*{e4 2\
NE=40 NOD=40,21
NE=41 NOD=41r42
NE=42 NOD=42,43
NE=43 NOD=43r13
NE=49 NOD=49,50
NE=50 NOD=50,51
NE=51 NOD=51,52
NE=52 NOD=S2,33
NE=110 NOD=10,4
l{E=133 NOD=33,4
END
CRAIG R. OWEN, P.E., S.E.
?-1.^?,'_,r'!T: i'Jl T il:! ":l ff l"#..,(360) 4s2-ss74 FAx i36o) 'i:i/-d6i6
I
1
,'c
lfi
lAf C.r.aI tr-u t't
-\J' f { 4.
$J3
n[v
t^
-6q^
5i
-6-)L '-z
t
.. o4s}
N
{'€ '4 670
5#aFt
I
t
t-.
t19 f * -4,89
In,11 A=,3 lu
ls (,
Van Allen Renor.etion
Chris Stafford Architect
Port Townsend, WA
/t
I
I
t
,: 5? 4
i
j
H-iLtt
CRAIG R. OWEN, P.E., S.E.
Consulting Structural Encineer
2,?O F. lst St. Port Angeles, WA gggOZ
(360) 4s2-sst4 FAXI36o) +st-aozo
17i i !:
a
R.G
EXFrSgs s/tl,/
[!
,
]
1.
f
i
;
r
:1
,
,
,
:
l
ri
:
u
t
x,
"
t
I c6 G -J
i 6-
\
8N
^
.
;T
;
E
F#
t
r
o
a@
4
sr
f
r
!
\
Gt
.
ls
r
c
*r
B
E
sF
;
T
s
€t
s
.
:
$i
l
8
s"
t8
-
r'
l
N6
l
oN
)
)=
:l
:
:
'
li
l
;
i
l
r"
'
r
rl
:
:
l
i-
d
['
r
'
J
::
H
T
ii
l
;
;
15
4
I1
'
l
ry
i
i
r:
"
'
J
-.
,
1
r;
j:
r
!:
":
r
rl
"
'
l
q:
i
l
1
t*
t
t-t\qP g
+\
)+)-*-s qfl'!-.4 -9 i \ob -\t-
cr
2
-s 6-
-
6 a *S
t-
t
r
.
'.
l
l
s
\^-E {
t.
"
*
rJ
$
r
r
t
Il
:
1
:-
[]
'
'
l
"r
i
l 3 rl s>6-s
@ -(r
J
rr
"
-
-
-
-
'
u
l
-
lL
'
v
:l
._
_
:
.
qo
Hg
f
?t
r
F
Fi
i.
,
b
5
U)
'^
.
l
d
rD
!l
/.
1
et
i
g
;r
3
>s
r
'
cD
5
C)
l:
"
,
:
l
lr
,
:
l
t'
:
l
ri
r
'
l
(-
1
4i
:
F
lq
i
l
:E
l
r-
'
t
r:
,
,
5
i:
"
'
:
t
{,
4
r
l;
r
;
3
fq
t
:i
i
l
l
l
::
t
'
q
'u
:
r:
'
+
4;
i
i
i
4r
'
I
{j
'
:
,
li
:
i
:
i
r
li
.
:
i
l
r::il rir1, t:,'t }q:.,t iiui: i,/l
:1
i
:
!
t;
?
)
|i/,lr r:;Fi ,s:: riilir iif;i:
-I
J
rl I cD
ff
i
G $\f -L\t"l S F.l
tc
o 6tlzz
tt!
lJd
Eat
s!t
L:iJtc R t"^r VO4ts
CRAIG R. OWEN, P.8., S.E.
Consulting Structural Engineer
22O E.lst St.- Port Angeles, WA 98362
(360) 4s2-S574 FAX (360) 457'8O2O
Van Allen Renovation
Chris Stafford Architect
Port Townsend, WA
ll
0u4zz
:::,...,.. i,j,;::r:-::- F--:: IavLL ,f ( gt{*tii:-.iil: +#Hi:iliil t':. ._
U-7aM\ a/v(^/4uqNS A .,ia7
g-Qt,n,o--q'.7),4 a7
Ca-ll6b
?fr rlur^eJ>vu
+ 187 =$16nn
4*;''d@ l6aa+ 1&?
iiF
iR'
".4i\v
lli
!!
tsl
)n /5
+6ttb
e^ >t
214
(?,?.,33 t,5x ,r4 '
CRAIG R. OWEN, P.E., S.E.
Consulting Structural Engine-er - - ^
22O E. lst St.- Port Angeles, WA 98362
(360) 452-8574 FAX(35O) 457'8O2O
@ ^ ottl -, _.9 6_
L)(#)
E 7CI yoi
Van Allen Renovation
Chris Stafford Architect
Port Townsend, WA
boo
(^
i b!
+t oz-{
1ri?fo A -- *i, t.f L
(t
;f
-\b1'
o
T9
0
\JJ Z
a"5s.%4 -1f s r(
-q'r"b
bq"\t9
l-*
rL
/\/ laairi6"t 4 L
.-'16
q- $\4,',b L rx
"I^"^r4- ^yl f ,lf {***
,'l^ rn *l- l,
Dt{ <*
.f'
CRAIG R. OWEN, P.E., S.E.
Consulting Structural Engine-er - ^ ^
22O E.lst St.- Port Angeles, WA 98362
(360) 452-8s74 FAX (360) 457'8O2O
\rur Allen Renovatiun
Chris Stafford Architect
Port Torrgnsend, \I/A
\-IEI e-'
t){e$ 2L
M -- 4 b'!4
blq
l;l€
=t-
-.) Lil
*k {a5
Lsl
tv\(a et )
33o
i=gi:i i!:U;i!4Li **Eii!:i{ nU !!ii 3;n!;t1'l
'.-'(g b A --.f g
rvo
b a$d
- $j*
-Vis
)'f" V
t'JJ u
iI
i
* ,ru.pp t
il
CRAIG R. OWEN, P.E., S.E.
- _ Consulting Structural Engineer
22O E. lst St. Port Angeles, WA 9g362(360, 452-8574 rnxlgeo) Ast-sozo
Van Allen Renovation
Chris Stafford Architect
Port Townsend. WA
,i
. ,'-\ t,
t)INITIAL
VAN AttEN ROOF TRUSS, CHRIS STAFTORD, ARCHITECT;VANALEN6!INT SUPT'PrN WEBS,PKTLC To TcrwEBS AT 40",PK ON tC,16"oc,UPLFT INCLJ=52 S=t P=l LD=1 St=2 OUT=3
R=0
OPT=1 ATYP=I
GROUPS
NG=1 ETYP=I GNAME=BEAM2D
lrIlt
0*#7b
S=0. r1.38r0.
S=13. ,6.45 ,0.
S=26 . ,LL.52 ,0.
S=39 . ,L6. 59 ,0.S=52.,2I.66r0.
S=65 .5 ,26.93 r 0.
S=79 . ,32.19,0.
S=92. ,37 .26 ,0 ,
S=105.,42.33,0.
PS=118.,47.4,O.
PS=131 . ,52 .47 ,O .
PS=144 .5 ,57 ,7 4 t0 .
PS=158. ,63. ,0.
PS=171 . ,56. 36,0.
PS=184. ,50. 09 r 0.
PS=197 . ,43. 83 , 0 .
PS=210 . ,37 .57 ,0.
PS=223. , 31 . 31 ,0 .
PS=Z36 . ,25.05,0.
PS=Z50. ,18.3 r0.
PS=264 ,t,LL.52,0.
PS=Z76. ,5 .78 tO .
PS=288. ,0. ,0.
PS=39 . ,tl.52,0 .
PS=52 . ,lL.52 ,0.
COORD
NC=1 P
NC=Z P
NC=3 P
NC=4 P
NC=5 P
NC=6 P
NC=7 P
NC=8 P
NC=9 P
NC=10
NC=11
NC=12
NC=13
NC=14
NC=15
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
NC=16
NC=17
NC=18
NC=19
NC=20
NC=21
NC=22
NC=23
NC=24
NC=25
NC=26
NC=27
NC=28
NC=29
NC=30
NC=31
NC=32
NC=33
NC=34
NC=35
NC=36
NC=37
NC=38
NC=39
NC=40
NC=41
NC=42
NC=43
NC=44
NC=45
NC=46
NC=47
NC=48
'tilC=49
frrp"i Frle
io. "(o"
sh"rh l1-t?
5=65. 5,11 ,52 ,0.
S=79 . ,LL52,O.
S=92. ,11 .52 tO .
S=105 . ,tt.52 ,O .
S=118 . ,Lt .52 ,O .
S=131 . ,Lt.52 tO .
S=144.5,11 .52,O.
S=158.,Ll.5
S=171.,11.5
5=184. ,11.5
5=197. ,11.5
S=2L0. ,11.5
5=223. ,11.5
5=236. ,11. 5
S=250. ,11.5
S=L58 . ,25.0
S=158 . ,37 .5
PS=158. ,50.0
2,O.
2,A.
2,O.
2,o.
2,O.
2 rO.
2,O.
2,0.
5'0.
7 'O.9,0.
PS=164 .5 ,2L.L6 ,0.
PS=171. ,30. 81,0.
77.5,40.45,0.
58. ,70. ,0.58.,75.,0.
26. ,40.22,O.
CRAIG R. OWEN, P.E., S.E.
_ ^ ^ C_onsulting Structural Engineer
2?9 F.lst St. Port Angetes, WR ggge2
(360' 452-8574 FAX1360) 457-8026
-1
=t
=1
PS
PS
PS
PS
:.?:75
s/21i
PS:r134.
PS=142.
PS=150.
,33.0
,25 .8
,t8.7
af.. e P! -r *Lrig*i iiI5,0.
7 ,0.
,0.
=50
=51
=52
NC
fic
NC
JOINT
I,N=0 A=1 B=52 K=t,A,O ,O,O ,L
LN=1 A=1 B=1 INC=Q K=0,0 r 0, A ,0 ,I
LN=2 A=23 B=33 INC=10 K=lr0,0,0,0,1
LN=3 A=44 B=48 INC=1 K=0, O ,O ,0,0,0
OPTIONl-
NLD=10
I,OADCB
tC=5 CB=1 . X1+1 . 2X3+0 . X0+0 . X0+0 . X0+0 . X0+0 . X0+0 . X0+0 , X0+0 . X0
LC=1 CB=1.X1+1 .2X2+O.X0+0.X0+0.X0+0.X0+0.X0+0.X0+0.X0+0.X0tc=8 cB=1 . x1+1 .xz+t. x3+0 . x0+0 . x0+0 . x0+0 . x0+0 . x0+0 . x0+0 . x0
LC=9 CB= . 6X1+1 . X4+0 . X0+0 . X0+0 . X0+0 . X0+0 . X0+0 . X0+0 . X0+0 . X0tc=10 cB= . 6x1+1 . x5+0 . x0+0 . x0+0 . x0+0 . x0+0 . x0+0 . x0+0 . x0+0 . x0
BEAM2D
"ARAMETERSIFORO=1.EL. 1-TABLE 1
NP=1 tCN=1. g=.188+07 A=6.34 f=6.95 GAS=O.
NP=2 LCN=1. f,=.L6E+07 A=5.25 I=5.36 GAS=0.
NP=3 LCN=1. f,=.168+07 A=8.25 f=20.8 GAS=0.XL. 1-TABLE 3
NPP=1 PRES=.78, .78 OFF=O. ,0. ANG=68.69
NPP=2 PRES= .78, .78 OFF=O.,0. ANG=115.7
NPP=3 PRES=I .tL,1.11 OFF=0.,0. ANG=68.69
NPP=4 PRES=1.11,1.11 OFF=O.,0. ANG=115.7
NPP=S PRES=I,Lt,L.11 OFF=O.,0. ANG=90.
NPP=6 PRES=2.7'l ,2.77 OEF=0.,0. ANG=68.69
NPP=7 PRES=2 .77,2.77 OFF=0.,O. ANG=115.7
NPP=8 PRES=- ,284 ,- .284 OFF=O. r 0. ANG=90.
NPP=9 PRES=-I .89,-L.89 OFF=O.,0. ANG=90.
NPP=10 PRES=-2 .53,-2.53 OFF=O.,0. ANG=90.
NPP=11 PRES=-4 .L,-4.1 O$,F=O.,0. ANG=90.
LN=1 A=1 B=2 INC=I PRP=3,
XI. I-TABLE 6
tN=1 A=1 B=12 INC=1 PR=1
LN=2 A=13 B=22 INC=1 pR=3
LN=3 A=23 B=40 INC=1 PR=2
LN=4 A=41 B=43 INC=1 PR=2
tN=5 A=49 B=52 fNC=1 PR=2
LN=6 A=110 B=110 lNC=0 PR=2
LN=7 A=133 8=133 fNC=O PR=2EL. I-TABLE 7
6,0,10r11 ,0,O,0,O,
6 ,O ,10,11,0,0 ,O ,A ,6,0,9,L0r0r0r0r0,0
t ,6 ,0 ,10 ,LL ,O iO ,O ,2,0 ,7 ,t0 ,LL rQ ,0 ,O ,2,Q,7,g,10r0r0r0,0
2 r0 ,7 ,L0 ,Lt rA ,0 ,0 ,4,0 ,7 ,LO ,LL rO ,O ,O ,5,0r0rgrgr0r0,0r0,
B=9 I
B=I2
B=15
B=19
B=20
B=22
3
4
10
13
16
20
2T
LN=2 A=
tN=3 A=
LN=4 A=
LN=5 A=
tN=6 A=
tN=7 A=
LN=8 A=
LN=9 A=
B=3 lNC=0 PRP=1,
NC=l PRP=1,
INC=1 PRP=
INC=1 PRP=
lNC=1 PRP=
INC=0 PRP=
INC=1 PRP=
23 B=40 INC=1 PRP=EI,. I.TABLE 13
LN=1 A=13 B=23 INC=10 RLf
LN=2 A=40 B=52 INC=12 RLI
LN=3 A=110 8=110 INC=0 Rtf.N-4 A-1 ?? n-l ?? Trilrr-fi l)r-
CRAIG R, OWEN, P.E., S.E.
Consulting Structural Ensineer
22O E. lst St. Port Angeles. Wn gA3ez
(360) 452.8574 FAXI36o) 457-8020
0 NPR=5
0 NPR=5
NPR=50,0 NPR=S0,0 NPR=5
,0 NPR=50,0 NPR=50,0 NPR=S
0 NPR=5
,0r0
,o ro0,0r0nnn
=t ro ,o
=0r0r0I=1 ,0 ,T-1 n
RLJ=0
RLJ=10 RLJ=
n DT..t-
,t^,)!lr-= 4^-*vJ 9-499 ratv-v l\sl-4
tN=S A=43 8=46 INC=3 RtI=0,0EL. I-TABIE 15
NG=1 NGEN=4 IG=ZI,L,L,L
lil$=2 NGEN=4 1G=15 ,1rL,L
CONNECTIVITY
N8=1 NOD=1,2 GA=1 GB=Q GC=O
NE=23 NOD=3,24 GA=O GB=Q GC=Q
NE=24 NOD=24r25 GA=2 GB=O GC=O
V r\!V-v tv tv
RtJ=1 r 0,0
t
{ie
() s*41 -,ei4L
CRAIG R. OWEN, P.E., S.E.
Gonsulting Structural Engineer
22O E. lst St. Port Angeles, WA 98362
(360) 452.8574 FAX (360) 457-8O2O
)t.,t
NE=40 NOD=40,21
lfE=41 NOD=41,42 GA=0 GB=O GC=u
NE=42 NOD=42,43 GA=O GB=0 GC=0
NE=43 NOD=43r13 GA=Q GB=0 GC=Q
llE=49 NOD=49,50 GA=O GB=O GC=O
NE=50 NOD=50,51 GA=Q GB=Q GC=Q
NE=51 NOD=5L,52 GA=0 GB=O GC=O
NE=52 NOD=52,33 GA=O GB=O GC=0
NE=13.0 NOD=10,49 GA=0 GB=o GC=o
NE=133 NOD=33,41 GA=O GB=O GC=0
END
l
I
t?
o##:e
CRAIG R. OWEN, P.E., S.E.
Consulting Structural Engineer
22O E. lst St. Port Angeles, WA 98362
(360) 452-8574 FAX (360) 457-8O2O
I f'rt*fl
t9
n+p ll - -g tt,4r=j j -t
F$- _i + k
{ob!
${
e-f F
1"\"rua, V
n fAu bb84
/ h4qf? /-
'71 !
f\
1.,
"{
-Jt?-6t{
6
Van Allen Renovation
Chris Stafford Architect
Port Townsend, WA
4
{
81
ry
CRAIG R. OWEN, P.E., S.E.
Consulting Structural Eng'11e91^ ^^
A"%i
""i.:b'
o' " ?it ?13ii iA'?3333
EXPTRES 9/2V
t'4
!\{^^4t ^,vv f q, L
f = ?"!, At
t ** |
t4rlo
1:
CRAIG R. OWEN, P.E., S.E.
Consulting Structural Engineer
22O E. lst St. Port Angeles, WA 98352(360) 452.8574 FAX1360) 457.8020
Van Allen Renovation
Chris Stafford Architect
Port Townsend, WA
-7a7
q3#
F {n*I$
- 410
*)zt
{*
f
I -^.f
M:tlzy
-48)
?,91q'LfS
"qA.L)J,!4'
\
17173
EXFTRE$ 9/21,/
?n\_ | t/-
$&#:
H;
l!
t1-
-r i i!i=' ?;:;='*i:n-;-i, :i:-'E r! r !ilii r {t:;=-+!i;; lLil
5qe \t9 R""lg
I z/os
CRAIG R. OWEN, P.E., S.E.
Consulting Structural Ensineer
2.?9 F. 1st St. port Angeles, WR g8gSZ
(s6o) 4s2-s574 rnx iJso) iii-soro
Van Allen Renovation
Chris Stafford Architect
Port Townsend, WA
r7175
EXF|HES 9/211
y
1
6
'
p
u
e
s
u
r
\
o
J
U
o
d
l
c
o
l
q
c
r
v
p
r
o
J
J
e
l
s
s
l
r
q
J
u
o
r
l
s
^
o
u
e
u
u
e
f
i
v
u
?
A
t
r
"
"
/
:
C
H
-
v
*
t
f
f
4
:
*
,
.
.
a
J
.
"
y
d
f
l
l
W
Y
o
t
^
z
r
n
o
.
V
z
v
d
I
-
"
7
o
'
*
l
j
*
t
r
g
,
I
J
y
'
I
o
z
o
S
'
L
s
v
(
0
9
r
)
x
v
l
?
1
,
9
8
-
z
9
r
(
0
9
9
)
Z
9
g
g
6
y
6
'
s
a
;
a
t
u
y
p
o
4
'
t
S
l
s
l
'
3
O
Z
Z
r
a
e
u
l
t
u
3
l
B
J
n
l
c
n
J
l
s
3
u
1
1
1
n
s
u
o
g
'
3
'
S
"
3
'
d
'
N
3
r
n
O
'
U
9
I
V
U
C
t
)
'
:
,
i
,
.
-
i
-
t
'
;
l
t
P
*
:
l
€
v
"
v
o
1
I
l
l
+
l
(
k
h
(
&
.
"
/
v
1
u
'
,
-
t
.
\
,
1
4
(
z
1
r
'
(
s
o
0
s
Z
t
x
7
(
.
)
'
L
h
t
z
q
4
t
J
8
{
{
?
t
r
t
r
t
t
L
a
o
t
t
'
l
e
{
r
t
'
o
1
(
t
1
,
!
+
b
t
h
i
^
J
v
o
/
*
v
l
h
I
a
\
4
'
t
*
t
a
h
P
"
t
c
l
E
;
o
,
a
q
+
v
Y
*
l
Y
\
4
H
#
/
r
-
-
5
/
r
\
/
e
f
I
s
b
z
b
L
'
d
6
S
o
c
r
p
)
+
f
r
t
:
v
J
L
Y
r
,
n
(
*
Q
0
h
1
T
,
*
r
q
q
z
?
\
\
J
l
,
)
{
'
0
c
,
v
=
-
'
L
I
.
?
0
o
O
/
r
1
9
r
t
.
t
{
,
"
"
x
z
(
'
;
r
t
l
a
i
I
L
(
q
t
z
L
'
l
t
t
-
c
r
,
,
j
,
t
p
!
4
t
g
z
(
r
t
'
l
.
l
6
l
l
U
r
;
_
1
!
!
a
-
?
*
r
'
b
.
*
*
d
*
!
1
i
{
(
,
f
t
Y
/
1
7
,
/
4
*
2
"
7
t
?
s
e
l
-
;
1
6
b
t
r
"
f
c
o
1
+
L
5
t
t
l
o
"
{
}
l
/
[
,
b
g
4
t
l
,
/
r
-
s
s
l
t
*
x
)
I
/
6
n
r
l
l
!
z
t
g
6
-
;
i
'
r
l
'
r
'
N
U
,
'
l
n
\
,
{
?
'
"
,
h
6
\
-
t
,
A
o
b
\
'
.
,
,
r
l
b
-
t
r
"
$
L
-
1
I
5
6
"
1
5
lr
A|^,fr 't nvw i' *L
373
'J t Z il u4
,/r ^\,r
f)oe
Js'
f)+Dr
CRAIG R. OWEN, P.E., S.E.
Consulting Structural Engineer
22O E.lst St. Port Anseles. WA 98362(360) 452-8574 FAX1360) 457-8O2O
5z*f H6^to @_(oqs@D
%o
Van Allen Renovation
Chris Stafford Architect
Port Townsend, WA
j-! __"F- _j -: _i:_: __-,+ -:Li _:
I L0,)5ts
JO
I
,/lz?lr
gxFtncs 9/?
)
l
I
{5
s&"? t ?
,40\-l;
s.\13l.'1a?\
4qt
,/J
Jo 'zb (73
6s4
ll t
-s6
(rt=)s
wH(
Qaaf
;sl Q,\t',
e^ro\ 0)I n *t,urr
Van Allen Renovation
Chris Stafford Architect
Port Townsend, WA
i
EXPJRHS d/'.1 1/
CRAIG R. OWEN, P.E., S.E.
?-,-r^"5 L*'$i: ;T,l Tx!:l "!l fiil"j6. u,(360) 4s2.ss74 rni iieo)'i;;.C6rA,
ii,'."*-j '1 -*G+. ,,{- i-INITTAT
VAN ATLEN ROOF TRUSS, CHRIS STAFFORD, ARCHITECT;VANALENT
! INT SUPT'PrN wEBs,PK,tclTc,CL/LC 'wEBs AT 40",PK oN TC r l6"oc,UPLFT INCLJ=52 $=1 P=1 tD=1 SL=2 OUT=3
R=0
OPT=1 ATYP=I
GROUPS
NG=1 ETYP=I GNAME=BEAM2D
COORD
NC=1 PS=O. r1.38r0.
NC=Z PS=13. ,6.45,0.
l{C=3 PS=26 . , 11 .52 ,A .
l{C=4 PS=39 . ,16. 59 ,0.
NC=5 PS=52 . ,24. 66 r 0.
NC=6 PS=65 .5 ,26.93,0.
NC=7 PS=79 . ,32.19 r 0.
NC=8 PS=92 . ,37 .26,O.
NC=9 PS=105.,42.33,0.
NC=10 PS=118 . ,47 .4,O.
131. ,52.47 ,0 .
L44 .5 ,57 .7 4 ,0159. ,63 . ,O .L7t.,56.36,0.
184. ,50.09,0.L97.,43.93,0.
zLO. ,37 .57 ,0.223.,31.31,0.
236. t25.05 ,0.
250 .,18.3 ,0.264.1,11 .52 tO276.,5.79,0.
288. r0. r0.39.,11.52,0.
52. ,LL.52 tO.65.5,tL.52,0.
79. ,t]-.52,O.
92. ,11.52,0.
105 . ,LI .52 t0 .
118. ,Lt,52 ,0 .
131.,LL.52,0.
144.5 ,tt.52,0
158 . ,tL .52 ,O .t7t. ,LL.52 ,0 .
L84. ,Ll.52,0.
197 . ,Ll.52,0,
2L0 . tlL.52,0 .
223. ,LL.52,0.
NC=
NC=
NC=
NC=
NC=
PS=236 . ,Lt.52,0 .
PS=250 . ,!t.52,0 .
PS=158.,25.05r0,
PS=158 . ,37 .57 ,0.
PS=158 . , 50 . 09 , 0 .
I ,h,,
Jhr*L zf-zz
l^rp.d {,le
R*^, '7"
l{C=11 PS=
NC=12 PS=
NC=13 PS=
NC=14 PS:
NC=15 PS=
NC=16 PS=
NC=17 PS=
NC=18 PS=
NC=19 PS=
NC=20 PS=
NC=21 PS=
NC=22 PS=
NC=23 PS=
NC=24 PS=
NC=25 PS=
NC=26 PS=
NC=27 PS=
NC=28 PS=
NC=29 PS=
NC=30 PS=
NC=31 PS=
NC=32 PS=
NC=33 PS=
NC=34 PS=
NC=35 PS=
NC=36 PS=
NC=37 PS=
NC=38 PS=
39
40
4L
42
43
$=e-
c-
$=
NC=44
NC=45
NC=46
NC=47
164.5 ,2L.L6 ,0 ,
17!. ,30.91r 0.
t77 .5,40.45,0.
158. ,70. ,0.
NG=48 PS=158 . ,75 . ,0.wC=49 PS=J '7gr ).4A6?..'IA.
CRAIG R. OWEN, P.E., S.E.
^ _ _ C_onsulting Structural Engineer
2.?A \ lst St. Port Angeles, WA gageZ
(360) 452-3574 FAXI36O) dst-AOZO
P
P
P
P
17i7i
ExPtFlgs 9/21,/
,f"=SO
NC=51
NC=52
BEAM2D
PARAMETERS
IFORO=1Xt. I-TABIE
NP=1 LCN=I.
NP=Z LCN=1.
l{P=3 LCN=1.Et. I-TABIE
Pg=fSe.
PS=L42.
PS=150.
,33.05 ,0.
t25.87 ,O.
,L8.7 ,O.
1
E=.188+07 A=6.34
E=.168+07 A=5.25
E=.168+07 A=8.25
3
.95 GAS=0..36 GAS=0.0.8 GAS=O.
, i.i *i t -,'ujE' ; i: t
JOINT
LN=O A=1 B=52 K=1, L,Q ,0 r 0 r 1
tN=1 A=1 B=1 INC=Q K=0,0,0,
LN=2 A=23 B=33 INC=10 K=tr0
tN=3 A=44 B=48 fNC=l K=0,0,
OPTIONl
NtD=10
LOADCB
tc=6 cB=1 . x1+1 . 2x3+0 . x0+0 . x0+0 . x0+0 . x0+0 . x0+0 . x0+0 . x0+0 . x0
LC=T CB=1 . X1+1 .2X2+O. X0+0 . X0+0 . x0+0 . x0+0 . x0+0 . x0+0 . x0+0 . x0
LC=8 CB=l . X1+1 ,XZ+L X3+0 . X0+0 . X0+0 . X0+0 . X0+0 . X0+0 . X0+0 . X0
LC=9 CB= . 6X1+1 . X4+0 . X0+0 . XO+o . X0+0 . X0+0 . X0+0 . x0+0 . x0+0 . x0tc=10 cB= . 6x1+1 . x5+0 . x0+0 . x0+0 . x0+0 . x0+0 . x0+0 . x0+0 . x0+0 . x0
0,0,1
,0r0,QrL0r0r0,0
I=6
I=5
T.=2
ilPP=l PRES= .78, .78 OFF=0. ,0. ANG=68.69
NPP=2 PRES= .78, .78 OFF=O. ,0. ANG=115 . 7
NPP=3 PRES=I.11,1. tl OF'F=O. ,0. ANG=68. 69
NPP=4 PRES=I.11,1.11 OFF=0.,0. ANG=115.7
NPP=5 PRES=I.11,1.11 OFF=O.,0. ANG=90.
NPP=6 PRES=2 .77,2.77 OFF=O.,0. ANG=68.69
NPP=7 PRES=2 .77 tZ,77 OFF=0. ,0. ANG=115 . 7
NPP=8 PRES=- .284,-.284 OFF=0.,0. ANG=90,
NPP=9 PRES=-I .89 t-L.89 OFF=0. ,0. ANG=90 .
NPP=10 PRES=-2. 53,-2,53 OFF=0.,0. ANG=90.
NPP=11 PRES=-4 .L,-4.l- OFF=0, ,0. ANG=90.EL. I-TABLE 6
LN=1 A=1 B=12 INC=1 PR=1
LN=Z A=13 B=22 INC=1 PR=3
tN=3 A=23 B=40 INC=I PR=2
LN=4 A=41 B=43 INC=I PR=Z
LN=5 A=49 B=52 INC=I PR=2
tN=6 A=110 8=110 INC=0 PR=2
LN=7 A=133 8=133 INC=0 PR=2EL. I-TABLE 7
LN=1 A=1 B=2 INC=1 PRP=3 ,6,0,LN=Z A=3 B=3 INC=Q PRP=I ,6,0,
LN=3 A=4 B=9 INC=1 PRP=I ,6,0,tN=4 A=10 B=LZ INC=I PRP=I,6,
LN=5 A=13 B=15 fNC=l PRP=Zr0,
LN=6 A=16 B=19 INC=I PRP=Z,0,
LN=7 A=2O B=2O INC=Q PRP=2,O,
LN=8 A=21 B=22 INC=I PRP=4,0r
LN=9 A=23 B=40 fNC=1 PRP=5r0,Et. I-TABLE 13
LN=1 A=13 B=23 INC=10 RLI=1r0LN=l A=40 B=52 INC=12 RLI=Q,0
LN=3 A=110 8=110 INC=Q RLI=1,
Lt{=4 A=133 6=i33 gtiC=O iittl:1,
10,11,0r0,0r0,
10r11r0r0,o,Q"
9,10,0,0 ,0 ,0 r 0
0r10r11r0,Q,0,7,L0,Lt,0,0,0,
7,9,10r0r0r0,0
7 ,t0 tLL,0 ,0 ,0 ,
7 tLo,]-L,0,O,O,0r8r8r0,0r0r0,
0 NPR=S
0 NPR=S
NPR=50,0 NPR=S0,0 NPR=5
,0 NPR=S0,0 NPR=50,0 NPR=S
0 NPR=S
r0 RLJ=0
,0 RLJ=10,0 RLJ=
or0 RLtr'
,0
,0
0,
0
0
,o
,/'u
0
o/11\.rr
CRAIG R. OWEN, P.E., S.E.
ra,^? .,s'!'i: ;llf; Tru:l "!l f,11",",[. u,(360) 452.8574 FAx it6o) i;ii-66r4
tN 5 A=32 B=43 I NC=1 1 RLI=0r .1- -.-.c I RLJ=1,0,0EL. 1-TABtE 15
NG=l NGEN=4 TG=ZL,L rL,L
NG=2 NGEN=4 fG=15 r]-tt,L
CONNECTIVITY
NE=1 NOD=1,2 GA=1 GB=0 GC=O
NE=23 NOD=3,24 GA=O GB=O GC=0
NE=24 NOD=24,25 GA=Z GB=O GC=O
7.{a
*tu*at
)
)
CRAIG R. OWEN, P.E., S.E.
Consulting Structural Engineer
22O E. 1st St. Port Angeles, WA 98362(350) 452-8574 FAX1360) 457.8O2O
NE=40 NOD=40,21 -)
NE=41 NOD=41r42 GA=0 GB=0 GC=u
NE=42 NOD=42,43 GA=O GB=O GC=0
NE=43 NOD=43,13 GA=O GB=O GC=0
NE=49 NOD=49,50 GA=O GB=O GC=0
NE=50 NOD=50,51 GA=0 GB=Q GC=Q
NE=51 NOD=51,52 GA=O GB=O GC=O
NE=52 NOD=52,33 GA=O GB=0 GC=O
NE=110 NOD=10,49 GA=O GB=0 GC=0
NE=133 NOD=33,41 GA=O GB=O GC=O
SND
2?
i1/-'4 r -vL'' ,f L a.
CRAIG R. OWEN, P.E., S.E.
Consulting Structural Engineer
220 E. ist St. Port Angeles, WA 98362
(360) 452-8574 FAX (360) 457-802A
)
)
+) r:
.-r :** l*'
g\t -4x*,I' ;:, *-# r j*v ; i-, i{
frftt
g-
ll
s*
,ilE
,rJ/
"pvn' 'LCf,olj(. J
ll/l
I
Van Allen Renovation
Chris Stafford Architect
Port Townsend, WA
,/rr/o,
CRAIG R. OWEN, P.E., S.E.
Consulting Structural Engineer
220 E. lst St. Port Angeles, WA 98362(360) 4s2.8574 FAX 1360) 457-8020
\otll
1\
ft
ftt
71 *t
.n0
I
U:
?s
rF /
IIt
r'CJv tt+ Ib41x\
ft tlb\ilI tt,yb.v
I 5Lbab
t x$4
vLb
,r1
r,[,t rwTtr
-61q*
,-^r)
€
t7i7r
EXFiRES 9/21l a
v
l
f
i
c
p
u
e
s
u
i
A
o
J
u
o
d
l
c
o
}
I
q
c
r
v
p
r
o
J
l
e
l
s
S
I
I
I
J
u
o
l
l
B
^
o
u
o
u
u
e
[
Y
u
e
^
o
z
o
s
-
r
s
v
(
0
9
s
)
x
v
J
?
z
g
8
-
z
9
r
(
0
9
s
)
2
9
9
8
5
V
M
r
s
e
l
a
8
u
v
u
o
d
'
t
s
l
s
l
'
l
o
z
z
r
e
e
u
l
t
u
3
l
e
r
n
l
c
n
r
l
s
3
u
;
1
1
n
s
u
o
3
'
3
'
S
"
3
'
d
'
N
I
M
O
'
U
C
T
V
U
C
,
%
.
/
"
I
6
,
t
o
/
t
h
.
r
/
r
b
r
J
.
u
n
I
r
-
t
t
f
t
1
A
1
,
a
/
'
a
(
r
C
-
t
i
;
*
t
5
{
S
-
S
V
b
4
"
r
?
7
6
{
f
X
r
,
,
*
h
6
b
-
r
S
v
I
q
q
+
4
+
\
u
l
&
b
(
V
r
t
$
1
*
Z
#
?
{
}
f
-
{
(
f
L
z
,
l
6
4
*
r
t
d
b
*
v
l
v
t
6
p
u
e
s
u
A
\
o
J
F
o
d
l
c
e
l
l
r
{
c
r
v
p
r
o
J
J
s
}
s
s
l
J
r
{
c
u
o
r
l
s
^
o
u
o
u
u
e
l
l
v
u
?
A
o
z
o
S
-
L
g
t
(
0
9
E
I
x
v
l
r
z
s
s
-
z
s
r
(
o
9
s
)
Z
g
g
g
6
V
M
'
s
e
l
e
t
u
v
U
o
d
'
l
S
l
s
l
'
l
O
Z
Z
r
e
e
u
g
i
u
3
l
e
J
n
l
c
n
l
l
s
t
u
g
l
;
n
s
u
o
g
'
!
t
'
s
"
3
'
d
'
N
3
M
O
'
U
C
T
V
U
C
,
{
t
l
(
o
o
1
!
o
/
t
b
l
u
l
F
c
)
u
u
'
/
/
,
.
,
f
s
)
:
9
i
G
*
u
g
-
z
,
,
r
d
r
z
(
L
(
-
,
,
/
'
o
g
"
r
?
X
Z
Y
'
I
t
Y
a
A
f
,
t
+
a
a
l
L
)
1
-
1
5
{
/
r
r
5
t
)
u
z
,
r
,
r
*
d
o
?
?
?
t
f
*
,
q
r
y
r
@
,
'
t
'
/
g
r
(
a
,
'
,
f
,
t
6
Z
=
0
,
'
0
6
'
r
-
{
t
z
9
o
'
t
)
.
"
.
1
_
t
.
1
N
_
k
5
|
?
o
'
{
:
r
)
%
g
t
-
h
q
z
h
?
Z
-
Q
l
(
a
0
z
C
I
r
-
r
)
(
?
f
[
"
t
+
r
/
r
4
l
l
<
t
a
t
z
'
^
:
-
Y
t
,
4
"
E
g
?
'
"
8
2
e
9
'
a
a
t
q
(
'
-
l
l
?
?
9
'
-
-
:
7
,
,
A
I
9
5
1
#
(
*
z
r
<
s
v
o
F
o
/
-
l
s
"
3
A
4
^
1
?
L
-
t
L
*
=
u
a
B
t
k
z
b
d
o
h
+
l
{
0
(
1
/
t
t
l
l
h
:
t
.
4
t
'
t
)
?
t
t
L
e
%
e
u
l
g
L
+
/
t
{
i
n
(
d
)
t
4
u
i
i
'
q
i
i
d
:
:
.
:
,
H
i
C
C
A
J
v
t
4
?
t
f
I
4
(
r
i
$
l
'
L
-
t
/
l
\
J
{
"
q
$
\
/
r
i
d
+
i
q
9
v
d
.
o
o
b
t
l
i
?
*
.
€
*
{
t
"
;
/
i
.
i
:
l
t
i
b
g
e
-
?
&
v
t
-
r
J
\
q
o
t
)
,
t
b
l
L
4
,
r
t
I
)
)
)l
o i4ar
25,1 '7Q"7
$Lr
FjTI
!ii
3E;!!
r !! i :L;:E ! tsi:iiilll;: : !L_j
"9 ec- L t-ta k.hee{
Z /oto
CRAIG R. OWEN, P.E., S.E.
^^_Qorlsulling Structural Engineer
239 F. lst St. port Angeles, Wn gegeZ
(360, 4s2-s514 rnxlgso) asi-eoio
Van Allen Renovation
Chris Stafford Architect
Port Townsend, WA
tlbD
7:,74
: i:r
EXFIRES 9/2i/
)
)
?-
0tqaz
r-1S
I
tJa:
r5
E.)
aii
tz )t
+Zi?,/''
-(t20F
z b
Van Allen Renovation
Chris Stafford Architect
Port Townsend, WA
CRAIG R. OWEN, P.E., S.E.
Consulting Structural Engineer
220 E.lst St. Port Angeles, WA 98362
(360) 452-8574 FAX (360) 457-8020
€xF?tRES 9,"/21,/
7b2
+4t'1
t?.O j7
{ttt,q+)5 Iv
\l
Q-.1
ll{tt ,4
-n6o.ffi09;It 1r--1?3
>LS,L -/Qr
t- 6 b3
,'5
b"bt
o_ , --..
)
INITIAL
vAN AttEN ROOF TRUSS, CHRIS STAFFORD, ARCHITECT;VANALENG
!No INT SUPT,PIN WEBS,PK,LClTctCL/Bc rWEBS AT 40",PK oN TC,16"oc,UPLFT INCLJ=52 S=1 P=1 tD=1 SL=2 OUT=3
R=0
OPT=1 ATYP=I
GROUPS
NG=l ETYP=1 GNAME=BEAM2D
COORD
NC=1 PS=O. ,1.38 r 0.
5i
*i-43 r
NC=2
NC=3
NC=4 9r0.
6r0.
g3 ,0.9r0.
6r0.
P
P
P
P
P
P
P
P
NC=5
NC=6
lilC=7
NC=8
NC=9
NC=10
NC=11
NC=12
NC=13
NC=14
NC=15
NC=16
NC=17
NC=18
NC=19
NC=20
NC=21
NC=22
NC=23
NC=24
NC=25
NC=26
NC=27
NC=28
NC=29
NC=30
NC=31
NC=32
NC=33
NC=34
NC=35
NC=36
NC=37
NC=38
NC=39
NC=40
NC=41
NC=42
NC=43
NC=44
NC=45
NC=46
NC=47
NC=48
NC=49
S=13.t6.45,0.
5=26. ,11 .52,O.
S=39. ,16. 5
S=52.,2L.6
S=65 .5 t26.
S=79 . ,32.1
S=92. ,37 .2
5=105.,42.33,0.
PS=118 . ,47 .4 ,O .
PS=131 . ,52 .47 ,O .
PS=144.5,57.74,0.
PS=158. ,63. ,0 .
PS=171. , 56.36.0.
PS=184. ,50.09 r0.
PS=197 . ,43.83,0.
PS=210 . ,37 . 5 7 , 0 .
PS=223. ,31. 31,0 .
PS=236,,25.05r0.
PS=250 . ,L8. 3 ,0 .
PS=264.t,r-1.52 ,0.
PS=276. ,5 .78 r0.
PS=288. ,0. ,0 .
PS=39 . ,LL.52 ,0 .
PS=52 . ,LL .52 ,O .
PS=65.5,11 .52,0.
PS=79 . ,LL .52 ,O .
PS=92 . ,LL .52 ,O .
PS=105 . , 11 .52 ,O .
PS=118 , ,tL.52,0,
PS=131 . , Lt .52 ,0 .
PS=144.5,11.52,0.
PS=158. ,11 .52,0.
PS=17 L . ,tL .52 ,O .
PS=184. ,tL.52,0.
PS=197 . ,LL.52,0 .
PS=210 . ,L]-.52,0 .
PS=223 , ,tL.52,0 ,
PS=Z36 . ,tt.52 ,O .
PS=250 , ,Lt .52 ,0 .
PS=158 . ,25.05,0.
PS=158 . ,37. 57,0.
PS=158. ,50.09 r 0.
PS=164 .5 ,2t. 16,0.
PS=171 . , 30 . 81 ,0 .
PS=177 .5 ,44.45,0,PS=158.,70.,0.
PS=158. t75. t0.
Ps=125 . .40 -22.D -
I L 27 /on
slicelr 33-ef
{n("r f,le R*r^, "G "
CRAIG R. OWEN, P.E,, S.E.
^ _ _ Crnsulting Structural Engineer
22O E.lst St. Port Angeles, WA 99362(350) 452.8574 FAX-(360) 457.8020
i?1".
9/21/
NC=50 PS=134.,33, 05,0.
NC=51 PS=t42. ,25 .87 ,O.
NC=52 PS=150. ,18 .7 ,0.
JOINT
tN=Q A=1 B=52 K=1r1r0r0r0
T,N=1 A=1 B=1 INC=Q K=0,0,
LN=2 A=23 B=23 INC=O K=1,
LN=3 A=44 B=48 INC=1 K=0,
OPTIONl
NLD=10
IOADCB
tc=6 cB=l ' x1+1 . 2x3+0 . x0+0 . x0+0 , x0+0 . x0+0 . x0+0 . x0+0 . x0+0 . x0
tc=8 cB=l . x1+1 .x2+L. x3+0 . x0+0 . x0+0 . x0+0 . x0+0 . x0+0 . x0+0 . x0LC=9 CB= . 6X1+1 . X4+0 . X0+0 . x0+0 . x0+0 . x0+0 . xo+o . x0+0 . x0+0 . x0LC=10 cB= ' 6x1+1 . x5+0 . x0+0 . x0+0 . x0+0 . x0+0 , x0+0 . x0+0 , x0+0 . x0
BEAMzD
PARAMETERS
fFORO=1
95 GAS=O.
36 GAS=O..8 GAS=O,
NPP=Z PRES=.78, .78 OFF=O.,0. ANG=115.7
l{PP=3 PRES=I ,Lt,t. 11 OFF=0. ,0, ANG=68,69
NPP=4 PRES=I.11,1.11 OFF=O. r0. ANG=115.7
NPP=S PRES=I,LL,L,11 OFF=0,,0, ANG=90.
NPP=6 PRES=2 .77,2.77 OFF=O.,0. ANG=68.69
NPP=7 PRES=2 ,77 ,2,77 OFF=0. ,0, Al{G=115,7
NPP=8 PRES=-.284,-.284 OFF=0. r0. ANG=90.
NPP=9 PRES=-I ,89 , -L. 89 OFF=O , , 0 , At{G=90 ,
NPP=10 PRES=-2 .53,-2.53 OFF=0.,0. ANG=90.NPP=ll PRES=-4,t,-4,1 OFF=0,,0, ANG=90"SL. I-TABLE 6
tN=1 A=1 B=12 INC=I PR=1
LN=2 A=13 B=22 INC=1 PR=3
LN=3 A=23 B=40 INC=I PR=2
LN=4 A=41 B=43 fNC=1 PR=2
LN=5 A=49 B=52 INC=1 PR=2
LN=6 A=110 8=110 INC=O PR=Z
LN=? A=133 8=133 INC=O PR=2EL. I-TABIE 7
,LN=1 A=1 B=2 fNC=1 P_RP=3,6,tN=2 A=3 B=3 INC=Q PRP=1,6,
-LN=3 A=4 .B=9 JNC=L _PRP=_[,6.,
tN=4 A=10 B=12 INC=1 PRP=1,
,LN=5 A=-13 .B=15 ,INC=1 PJ.P=2,tN=6 A=16 B=19 INC=1 PRP=2,
-LN=7 A=29 B=20.INC=p .PRP=2_,
LN=8 A=2t B=22 INC=I PRP=4,
-LN=9 -\=23 .B=40 _fNC=l.P"RP=S.,Er,. I-TABIE 13.LN;l A=13 B=.23,INCq1O 3LI=,1.,O-,0 RLiI=g n0,gLN=2 A=40 B=52 INC=12 RLI=0r0r0 RLJ=1,0r0Ll{=3 A=110 B=11O IN€=.O RLI=1 ,-g;0 RLJ=0,"0r€lN=4 A--133 F=133 TNC:O R[T=l,0r O RL,}:C, SrC
)j
45=t
,* u:.l r':-
,L0r0r0r1
0r0roro,1
0r0,0,0,0
I=6.
f=5.
l=20
ANG=68,69
Et. I-TABI,E 1
NP=l LCN=I. f,=.188+07 A=6,34
NP=2 tCN=1. f,=. 168+07 A=5.25
l{P=3 LCN=1. E=.168+07 A=8.2FEL. l.TABtE 3
NPP=I PRES=.78, .78 OFF=0, ,0,
0 ,L0 ,L7 ,0 r 0.0 r 0,0 NPR=S0,10,Lt ror0r0r0 r0 NPR=5
0., 9 .,_10 n g, 0ro, 0, 0 NPR=S
6 ,0 ,10 r 11r 0 r.0 ,o ,o ,Q NPR=S
0, 7 .,_J.g,77 n or0r0,or0 NPR=50,7,9r10r0r0r0,0r0 NPR=5
0 ,7 n-70 .,.77 0 0 n 0 n 0, 0.,0 lsP-R=S
o 17 ,10r11r0,0rOr0r0 NPR=S
o.r_0.r8.r9 ., 9., 9., 0., 0_r0 .NPR=S
CRAIG R. OWEN, P.E., S.E.
a?t! .'# in'4tr#ii ii ;i i : a
t,$'r
-r1 r .4 a ^L/g*F+]lN=5 A=32 B=43 INC=11 RLI=g, i ) -31,;=1 ,b,b3L. 1-TABIE 15
NG=l NGEN=4 IG=ZL,I,t rL
l{G=2 NGEN=4 IG=15 ,!,t,t
CONNECTIVITT
NE=1 NOD=!,2 GA=1 GB=O GC=0
l{E=23 NOD=3,24 GA=Q GB=Q GC=O
NE=24 NOD=24,25 GA=Z GB=Q GC=Q
NE=40 NOD=40,21
NE=41 NOD=41r42 GA=Q GB=Q GC=0
NE=42 NOD=42,43 GA=Q GB=$ GC=Q
NE=43 NOD=43r13 GA=O GB=O GC=0
NE=49 NOD=49,50 GA=Q GB=0 GC=O'
NE=50 NOD=50r51 GA=Q GB=Q GC=Q
NE=51 NOD=51,52 GA=O GB=Q GC=Q
NE=52 NOD=52,33 GA=0 GB=0 GC=0
NE=110 NOD=10,49 GA=Q GB=0 GC=Q
NE=133 NOD=33,41 GA=0 GB=0 GC=O
XND
CRAIG R. OWEN, P.E., S.E.
_ _ - C_onsulting Structural Engineer
22O E. lst St. Port Angeles, WA gg3eZ
(360) 4s2.8s74 FAX1360) 457-8020
-17 i7a
EXFIftE$
{ *l r"^i u{ * nl /r
t7/z
l- ir*< q *,/* ) "n d
-t,a4 '"
lA \
-- lsS6 \'J0b
R\N F 't /' '-]?'
\
Di r"rt"b
b"0€
Loe'*tv
4 ZL7
-9t"2
-7e&
-1b $
r 4u1
)q/b
lar
, ol4cf 't t't
e
6..4i
R** F
*l-lc ll 9rr 5,A
It ,${g Q,.J
A!>t_ _) oof
6
Ku F Lcz
R a- ( Lc-7
g1&"f
Van Allen Renovation
Chris Stafford Architect
Port Townsend, V/A
CRAIG R. OWEN, P.E., S.E.
1'-' f i:! i,i: BTX*!:| "!Ifi1t11..,(360) 452.8s74 rnx ?iCo) 'Iif-d:ora
4pjrfs
A/ llA4QbALL
Lc4O
L&L
LL&
Lc-8
L??
*' ,) \?;$, t €)
2
l_{t o
LCN
LcE
L Let
L^ <-tl
1074
,51? ol
717.\'
g/zi/
iafr rF//,6 j 4s*
3 .73
o6
:2nle-;) J
'l A s"', i t
,'I A).3 + i l.
{} =,il{=i{s \ilo".il - ) {s zs
zg78?
€-te+
2o*n * l.f *
I l-1t e.-
,
{j l*-3*
Van Allen Renovation
Chris Stafford Architect
Port Townsend, WA
1',
l4t a
){t* tn # n l,-{sr * )?o tl Jrs
tJ,frQ
z4**
taY *w t^fd4 @,;f7g t t tta *- s* = uo?ptt
J.f b*r
CRAIG R. OWEN, P.E., S.E.
Consulting Structural Engineer
22O E. lst St. Port Angeles, WA 993G2(360) 4s2.8574 rnxlseo) 457-so2o
pi
a J Jlt+-,U{c*+ c *
= Jg;Se
292,97
?A* **eY ,t *rtall_r
eV*,j^ti
,3]j>*
= i?#
3 JlS,z 3
- 1. tA
-5'k)c t? 64*=J
9'*
eJp e)(
t4b *.f,
4
&,#c., (s,u L$ € i{'-x qt
d- tr'
l-tt
a
-1 {i
lss-r
(
e \
Re
-
ov
o
Ro
o
f
Su
p
p
b
r
t
Be
a
r
n
J
,l>t
I
I
x
e)
q^
f
S"
"a
I I l<
lu
o
lo
lo
-
!n
to
_l
-*
o
rJ
I
br
,
*
Ay NE
.r E ?s
l-
Q
i
rq
,
r
o o o
{!L
{-
t
-
-
--
"
*
.
--
.
tt
€tl
Fy
PE
)L
o !0 o o,v 3 t\
'
5 I l\):(tl I
U)o c)o o.
'n o o .-
l T E o o a o o.
t.o)I o
-\
-
,
l1 qr
l.
r
\
-
)C {^
r
N\
I r r
f\
i F
.\X.6 0 (
fa P e /-F
t'
,
$
-e
':
"
t
X
\
ds
'
.
h
ta
.
p
4-
ta AD
{
r,
-
r
"
7
7
i1 -' I c"$^k,:*n \"'_i
A
c
F'
:
s
D
E
g'
-
5
"
B
g'
-
7
"
4"
/
I
04',-3")
.D
14',-2"13'-0"
I
I
I
I
I
I
t\
I
I
EXPIR€S gie
l-lo-,u dludrr Yrt ol/k<-& r
rJ)
I
O)
:l\Ia
6I
@
;fer
,l
m additions
baok enhance
o!
-
i P t^lrt ut
Study/Ent. Rm
I
I
I
Living Rm
W
Dinning
p
(f,r
' Full height shetf unit
Wglase doors
bi
' nw$ Ps'lnw\'' P o o.n'
G BedRm 2- /1$
(2) zxl ?
=J
CD
--i :
)
)la ob *e
4/-^*{ -r *,i, oi'- ," j, &
38'-0'
14'-2"
,t6 lS
D
13'-0"
?\L'
qrh'r\ t'
AL
*[?; h=.t
gt2
*)nw!
I
-|-
itq rr4
2
q#r5 rtt,#
diLl'; f '
l
r1 -i
;^qi +
r*v $*j I
|r)I
o,
f-
!.tr- + 4N t"'r .t
Ccl.r.trnr*
*-
F!: c'A,G r-l 'r".ei #*?s
\Ahste riser
/
4
Idr
f\$Aled CaL(,i h4r{
AI€/^.| 94,e,vi ,v1no
OR
'r$
I
--fv@L
s-rbtllr
g_S* s+
{q*t
\3
EtAna'ro
t{ e,tl. fo
snilor,/ w3lj
a..boVgIt varies between
ffi feg'E$rs9d
*
l:F-
:l
. rl€
\ t'so
f,F {
I
I I(o(q \:+1--
'tbL
F
@
FoFt"ol,**-4
4 7,'
fi*'
4
e
I :
f
il
4l,
fso
-t
& 6'gu
fug*t Cg:-;V *r..t HueeA 1'1gqv1
Frh tc c,a
Y
o)
o-3
{L
T |rytl
r.|r\l\l q".lss
\
r
-
1
i
l
I
0
4
F
A
c
-
s
o
n
*
r
r
y
S
,
t
r
O
J
B
G
u
d
a
.
m
.
?
r
u
E
A
$
t
p
E
H
o
r
i
T
E
x
c
t
4
l
-
A
t
A
r
a
f
i
r
'
l
7
t
"
l
5
N
A
L
a
i
3
'
*
,
l
E
X
P
T
R
E
S
e
/
2
1
Y
1
a
r
L
4
{
u
r
"
^
X
I
0
*
E
A
'
$
r
i
u
o
z
x
4
Q-
I
b
'
t
o
,
l
r
l
r
:
u
J
A
c
6
@
1
6
"
o
.
c
.
I
I
I
t
I
I
I
I
I
I
I
f
I
t
t
I
I
f
l
H
I
t
J
'
r
t
l
r
r
a
f
t
t
q
$
l
!
I
t
\
r
i
l
r
l
Rei
*
a
t
/
L
4
x
1
0
bea
m
,
S
t
u
d
s
t
y
p
.
f
o
F
o
{
\
R
s
o
r
:
T
(
t
g
g
r
y
4
@
1
6
"
o
.
G
.
,
o
u
s
e
t
d
l
T
-
H
o
0
T
F
e
A
$
'
n
t
C
#
,
r
u
u
@
b
o
n
a
T
d
"
l
I
t
,
,
f
n
1
Page 1 ofl
Penny Westerfield
From: Nancy Van Allen [nancyv@paper-scissors-rock.biz]
Sent: Tuesday, January 23,2007 9:17AM
To: Penny Westerfield
Subject: Re: 1223 Garfield
Penny, would you reply me so that I know you got this.
Dear Joe, Jan and Penny,
This is in regards to the previously submitted plans for permitting 1223 Garfield.
Sorry that I produced pdfs that were missing some parts. My CAD program is rudimentary. I was trying
to print out the different views in the same scale. That did not work, so please note that the plan views,
(proposed and existing) are the same scale and the elevation views are not the same scale as plan, but
they are the same to themselves and the site plan is a different scale all together. You will need Winzip
(free program) to unzip the attached folder. If you have any trouble unzipping I can send the pdfs
individually.
My husband and I are wondering if the garage plans could be pushed through quicker and started first
because it will be a staging area for the main house remodel.
Thank you
Nancy Van Allen
112512001
.)
Back property line
)
WINDOW
DOOR
WINDOW
Tie reinforced 2 x 4s to footing
WINDOW
Future garage plan view
Driveway
rms 3D" x 9.75H" X Approx. 15' lonq
l
l
14'
21.25',
u
Garfield St
Add strapping
around doors
then sheath
the exterior walls
Add to
and reinforce
2x 4s under
3 x 10 ceiling joists
m back footin
width of other si
th and new roof
Widen opening
to fit standard one
car garage door
9'Wx7'H
g
d
on this side to maat
eFill dirt floor
with gravel and rebar
then concrete
Future plan for garage crossection
h\
g'
I'I'
1
Receipt Number ffi
BLD07-003
BLD07-003
07-0080
07-0080
or-ooro
s33200022
933200022
02112t2007
0211212007
02t12t2007
0211212007
7517
$573.14
$17.64
Total
$573.14
!6:78
$579.92
BLD07-003
BLDOT-003
BLD07-003
BLD07-003
Plan Review Fee
Technology Fee for Building Permit
Building Permit Fee
Record Retention Fee for Building Permit
State Building Code Council Fee
Technology Fee for Building Permit
$ 579.92
Total $s79.92
$0,00
$o.oo
$s42:74
$10.00
$4.50
$10.8607-0080
CHFCK
genprntrreceipts Fage 1 of 1