HomeMy WebLinkAboutBLD08-141 (oversize drawings in storage)Z.
Project Information
BUILDING PERMIT
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-5095
Permit Type Residential - Addition/Remodel
Site Address 4906 LANDES ST
Project Description
Remodel/Addition
Names Associated with this Project
Type
Name Contact
Applicant
Poore James
Owner
Poore James
Contractor
Owner Builder
Fee Information
Project Valuation
Building Permit Fee
Plan Review Fee
State Building Code Council Fee
Technology Fee for Building Permit
Record Retention Fee for Building
Permit
Plumbing Permit Fee per Dwelling
Unit - New Residential
Mechanical Permit Fee per Dwelling
Unit - New Residential
Total Fees
Permit # BLD08-141 I\ P-L/ Iff /
Project Name FOUNDATION/REMODEL
Parcel# 936900201
License
Phone # Type License # Exp Date
Q - STATE exempt 12/31/2008
Project Details
$81,61 1.98 Decks — Residential 512 SQFT
867.75 Dwellings - Remodel @ 20% 1,125 SQFT
564.04 Dwellings — Type V Wood Frame 591 SQFT
4.50 Units: 1 Heat Type: HYDRONIC
17.36 Bedrooms: 3 Construction Type: V - B
10.00 Bathrooms: Occupancy Type:
150,00
150.00
$ 1,763.65
Ca11385-2294 by 3:00pm for next day inspection.
Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180
days. Work is verified by obtaining a valid inspection.
The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify
that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I ftirther certify
that I am the owner of the p or authorized «te n, "the owner, "
Print Name _ fat Issued: 07 03 0 8
Issued By:
Signature +, - ✓ ✓ __ �..... 9WASSMER
g t - -' �rlte Date Expires: 01/04/2009
VORT T-WILDING PERMIT
a , ,7.City of Port Townsend
Development Services Department
TWA > 250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-5095
Project Information Permit # BLD08-141
Permit Type Residential - Addition/Remodel Project Name FOUNDATION/REMODEL
Site Address 4906 LANDES ST Parcel # 936900201
Project Description
Remodel/Addition
Names Associated with this Project License
Type Name Contact Phone # Type License # Exp Date
Applicant Poore James
Owner Poore James
Contractor Owner Builder O m STATE exempt 12/31/2008
Fee Information Project Details
Project Valuation $81,611.98 Decks — Residential 512 SQFT
Building Permit Fee 867.75 Dwellings - Remodel @ 20% 1,125 SQFT
Plan Review Fee 564.04 Dwellings — Type V Wood Frame 591 SQFT
State Building Code Council Fee 4.50 Units: I Heat Type: HYDRONIC
Technology Fee for Building Permit 17.36 Bedrooms: 3 Construction Type: V - B
Record Retention Fee for Building 10.00 Bathrooms: Occupancy Type:
Permit
Plumbing Permit Fee per Dwelling 150.00
Unit - New Residential
Mechanical Permit Fee per Dwelling 150.00
Unit - New Residential
Total Fees $ 1,763.65
Call 385-2294 by 3:00pm for next day inspection.
Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180
days. Work is verified by obtaining a valid inspection.
The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify
that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify
that I am the owner of the property or authorized agent of the owner.
Print Name Date Issued: 07/03/2008
Issued By: SWASSMER
Signature Date Date Expires: 01 /04/2009
PERMIT P_5 44(
SCOPE OF WORK.
-
CITY OF PORT TOWNSEND
PERMIT ACTIVITY LOG
V-) d 41 1.
DATE RECEIVED
ewei-o &—ro
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 4906 LANDES ST
Project Description
Remodel/Addition
Names Associated with this Project
Type
Name Contact
Applicant
Poore James
Owner
Poore James
Contractor
Owner Builder
Permit # BLD08-141
Project Name FOUNDATION/REMODEL
Parcel # 936900201
License
Phone # Type License # Exp Date
Q STATE exempt 12/31 /2008
Call 385-2294 by 3:00pm for next day inspection.
Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180
days. Work is verified by obtaining a valid inspection.
The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify
that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify
that I am the owner of te,pperty or auiristrttzlxcttt of the owner.
Print Name ate Hate Issues: 07iO3i2008
Issued By: SWASSMER
UILIING PERMIT
City of Port Townsend
Development Services Department
A 250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-5095
Project Information Permit # BLD08-141
Permit Type Residential - Addition/Remodel Project Name FOUNDATION/REMODEL
Site Address 4906 LANDES ST Parcel # 936900201
Project Description
Remodel/Addition
Fee Information
Project Valuation $72,094.98
Building Permit Fee
804.75
Plan Review Fee
523.09
State Building Code Council Fee
4.50
Technology Fee for Building Permit
16.10
Record Retention Fee for Building
10,00
Permit
Plumbing Permit Fee per Dwelling
150.00
Unit - New Residential
Mechanical Permit Fee per Dwelling
150.00
Unit - New Residential
Total Fees $1,658.44
Project Details
Decks — Residential
Dwellings - Remodel @ 20%
Dwellings — Type V Wood Frame
512 SQFT
1,125 SQFT
491 SQFT
Call 385-2294 by 3:00pm for next day inspection.
Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180
days. Work is verified by obtaining a valid inspection.
The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify
that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify
that I am the owner of the property or authorized agent of the owner.
11,111`iris. L �ame Date Issued: 07/03/2008
Issued By: SWASSMER
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 # _ �" T Revision #
OWNER: + �- SITE ADDRESS: 4- 'O.4 ,.,,. aHlS
Total Value of Revision: $ ,� Impervious Surface Change? CkYes
❑ No
Revisions require 2 sets of plans and a written scope of workthat fully describes the proposed change plus any
additional information that will be of assistance inissuing your revision. If your plans were stamped by a design
professional, all revision submittals require a stamp with a wet signature. Be aviare that changes to the existing
approved plans may also require you to revise your original building permit application (lot coverage, impervious
surface, structure square footage, etc.) and energy code documents (changing windows, heat source, etc.) to
conform to your proposed changes.
Scope of wora ,k ,.,
m��
Applicant Signature
OFFICE USE ONLY:
q �ni pp I
F
r2S 4!!��
Date
Submittal date: 3 Two sets of p t/
lans for revision:
Approval of engineer of record (if original plans engineered): ❑ Yes ❑ No 0 NA
2r' µ 14,Vd1 8(.t,/ r d/za
PADSMDepartment FormMuilding FortnAApplication-Revision.doc
Roof Beam[ 2006 International Residential Code (05 NDS) ] Ver: 7.01.14
By: Jesse Thomas , Richard Berg Architects on: 08-28-2008
Project: POORE - Location: SOUTH WALL HEADER 1
Summary:
5.5 IN x 7.5 IN x 8.25 FT / #2 - Douglas -Fir -Larch - Dry Use
Section Adequate By: 33.1% Controlling Factor: Section Modulus / Depth Required 6.5 In
LOADING DIAGRAM
Span = 8.25 ft
5665
REGISTERED
HARD C. N. Fr""
Richard BergArchiteM PC
719 T Xor Street
Port Townsend, WA 98368
13601379-8090
oo� .. �� Jw ° 1F
WY OF`ieIfAl rG�lVW, 'l.�,i
Roof Beam( 2006 International Residential Code (05 NDS)1 Ver: 7.01.14
By: Jesse Thomas , Richard Berg Architects on: 08-28-2008 : 5:06:51 PM
Project: POORE - Location: SOUTH WALL HEADER 1
Summary:
5.5 IN x 7.5 IN x 8.25 FT / #2 - Douglas -Fir -Larch - Dry Use
Section Adequate By: 33.1% Controlling Factor: Section Modulus / Depth Required 6.5 In
Deflections:
Dead Load:
DLD=
Live Load:
LLD=
Total Load:
TLD=
Reactions (Each End):.
Live Load:
LL-Rxn=
Dead Load:
DL-Rxn=
Total Load:
TL-Rxn=
Bearing Length Required (Beam only, support capacity not checked):
BL=
Beam Data:
Span:
L=
Maximum Unbraced Span:
Lu=
Pitch Of Roof:
RP=
Live Load Deflect. Criteria:
U
Total Load Deflect. Criteria:
U
Roof Loading:
Roof Live Load -Side One:
LL1=
Roof Dead Load -Side One:
DL1=
Tributary Width -Side One:
TW1=
Roof Live Load -Side Two:
LL2=
Roof Dead Load -Side Two:
DL2=
Tributary Width -Side Two:
TW2=
Roof Duration Factor:
Cd=
Beam Self Weight:
BSW=
Slope/Pitch Adjusted Lengths and Loads:
Adjusted Beam Length:
Ladi=
Beam Uniform Live Load:
wL=
Beam Uniform Dead Load:
wD_adj=
Total Uniform Load:
wT=
Properties For: #2- Douglas -Fir -Larch
Bending Stress:
Fb=
Shear Stress:
Fv=
Modulus of Elasticity:
E=
Adjusted Modulus of Elasticity:
E-Min=
Stress Perpendicular to Grain:
Fc_perp=
Adjusted Properties
Fb' (Tension):
Fb'=
Adjustment Factors: Cd=1.15 CF=1.00
Fv':
Fv'=
Adjustment Factors: Cd=1.15
Design Requirements:
Controlling Moment:
4.125 ft from left support
Critical moment created by combining all dead and live loads.
Controlling Shear:
At a distance d from support.
Critical shear created by combining all dead and live loads.
Comparisons With Required Sections:
Section Modulus (Moment):
Area (Shear):
Moment of Inertia (Deflection):
0.06 IN
0.08 IN = U1317
0.14 IN = U730
748 LB
602 LB
1350 LB
0.39 IN
8.25 FT
0.0 FT
5. : 12
240
180
25.0 PSF
20.0 PSF
6.25 FT
25.0 PSF
1.5 PSF
1.0 FT
1.15
9 PLF
8.25 FT
181 PLF
146 PLF
327 PLF
750 PSI
170 PSI
1300000 PSI
470000 PSI
625 PSI
863 PSI
196 PSI
M=
2784
FT -LB
V=
1161
LB
Sreq=
38.73
IN3
S=
51.56
IN3
Areq=
8.91
IN2
A=
41.25
IN2
Ireq=
47.70
IN4
1=
193.36
IN4
Roof Beam[ 2006 International Residential Code (05 NDS) ] Ver: 7.01.14
By: Jesse Thomas , Richard Berg Architects on: 08-28-2008
Project: POORE - Location: SOUTH WALL HEADER 2
Summary:
5.5 IN x 7.5 IN x 9.75 FT / #1 - Douglas -Fir -Larch - Dry Use
Section Adeouate Bv: 2.4% Controlling, Factor: Section Modulus / Depth Reguired 7.41 In
LOADING DIAGRAM
Span = 9.75 ft
5665
REGISTERED
A %IITECT
QD C. N. Wr:
OF WASHIN
RichardBerg/lrch&M,, PC
719 TayiorStreet
Port Townsend, WA 98368
/360/ .379-8090
Roof Beam[ 2006 International Residential Code (05 NDS) I Ver: 7.01.14
By: Jesse Thomas , Richard Berg Architects on: 08-28-2008 : 5:06:53 PM
Project: POORE - Location: SOUTH WALL HEADER 2
Summary:
5.5 IN x 7.5 IN X 9.75 FT / #1 - Douglas -Fir -Larch - Dry Use
Section Adequate By: 2.4% Controlling Factor: Section Modulus / Depth Required 7.41 In
Deflections:
Dead Load:
DLD=
Live Load:
LLD=
Total Load:
TLD=
Reactions (Each End):
Live Load:
LL-Rxn=
Dead Load:
DL-Rxn=
Total Load:
TL-Rxn=
Bearing Length Required (Beam only, support capacity not checked):
BL=
Beam Data:
Span:
L=
Maximum U'nbraced Span:
Lu=
Pitch Of Roof:
RP=
Live Load Deflect. Criteria:
U
Total Load Deflect. Criteria:
U
Roof Loading:
Roof Live Load -Side One:
LL1=
Roof Dead Load -Side One:
DL1=
Tributary Width -Side One:
TW1=
Roof Live Load -Side Two:
LL2=
Roof Dead Load -Side Two:
DL2=
Tributary Width -Side Two:
TW2=
Roof Duration Factor:
Cd=
Beam Self Weight:
BSW=
Slope/Pitch Adjusted Lengths and Loads:
Adjusted Beam Length:
Ladj=
Beam Uniform Live Load:
wL=
Beam Uniform Dead Load:
wD_adj=
Total Uniform Load: -
wT=
Properties For: #1- Douglas -Fir -Larch
Bending Stress:
Fb=
Shear Stress:
Fv=
Modulus of Elasticity:
E=
Adjusted Modulus of Elasticity:
E-Min=
Stress Perpendicular to Grain:
Fc_perp=
Adjusted Properties
Fb' (Tension):
Fb'=
Adjustment Factors: Cd=1.15 CF=1.00
Fv':
Fv'=
Adjustment Factors: Cd=1.15
Design Requirements:
Controlling Moment:
4.875 ft from left support
Critical moment created by combining all dead and live loads.
Controlling Shear:
At a distance d from support.
Critical shear created by combining all dead and live loads.
Comparisons With Required Sections:
Section Modulus (Moment):
Area (Shear):
Moment of Inertia (Deflection):
0.15 IN
0.17 IN = U695
0.32 IN = U365
1249 LB
1126 LB
2375 LB
0.69 IN
9.75 FT
0.0 FT
5. : 12
240
180
25.0 PSF
20.0 PSF
6.25 FT
25.0 PSF
20.0 PSF
4.0 FT
1.15
9 PLF
9.75 FT
256 PLF
231 PLF
487 PLF
1200 PSI
170 PSI
1600000 PSI
580000 PSI
625 PSI
1380 PSI
196 PSI
M=
5790
FT -LB
V=
2090
LB
Sreq=
50.35
IN3
S=
51.56
IN3
Areq=
16.04
IN2
A=
41.25
IN2
Ireq=
95.25
IN4
1=
193.36
IN4
Roof Beam[ 2006 International Residential Code (05 NDS) ] Ver: 7.01.14
By: Jesse Thomas , Richard Berg Architects on: 08-28-2008
Project: POORE - Location: SOUTH WALL HEADER 3
Summary:
5.5 IN x 7.5 IN x 6.25 FT 1 #2 - Douglas -Fir -Larch - Dry Use
Section Adequate By: 55.8% Controlling Factor: Section Modulus / Depth Required 6.01 In
LOADING DIAGRAM
Span = 6.25 ft
5G65
REGISTERED
RICHARD C. Nt, BERG
AT4 OF ASHI!I GT(
Richard BergArchiteds, PC
719 TaylorStreet
Port Townsend, WA 98368
1360J 379-8090
Roof Beam[ 2006 International Residential Code (05 NDS) 1 Ver: 7.01.14
By: Jesse Thomas, Richard Berg Architects on: 08-28-2008 : 5:06:55 PM
Project: POORE - Location: SOUTH WALL HEADER 3
Summary:
5.5 IN x 7.5 IN x 6.25 FT / #2 - Douglas -Fir -Larch - Dry Use
Section Adequate By: 55.8% Controlling Factor: Section Modulus / Depth Required 6.01 In
Deflections:
Dead Load:
DLD=
Live Load:
LLD=
Total Load:
TLD=
Reactions (Each End):
Live Load:
LL-Rxn=
Dead Load:
DL-Rxn=
Total Load:
TL-Rxn=
Bearing Length Required (Beam only, support capacity not checked):
BL=
Beam Data:
Span:
L=
Maximum Unbraced Span:
Lu=
Pitch Of Roof.
RP=
Live Load Deflect. Criteria:
L/
Total Load Deflect. Criteria:
L/
Roof Loading:
Roof Live Load -Side One:
LL1=
Roof Dead Load -Side One:
DL1=
Tributary Width -Side One:
TW1=
Roof Live Load -Side Two:
LL2=
Roof Dead Load -Side Two:
DL2=
Tributary Width -Side Two:
TW2=
Roof Duration Factor:
Cd=
Beam Self Weight:
BSW=
Slope/Pitch Adjusted Lengths and Loads:
Adjusted Beam Length:
Ladj=
Beam Uniform Live Load:
wL=
Beam Uniform Dead Load:
wD adj=
Total Uniform Load:
wT=
Properties For: #2- Douglas -Fir -Larch
Bending Stress:
Fb=
Shear Stress:
Fv=
Modulus of Elasticity:
E_
Adjusted Modulus of Elasticity:
E-Min=
Stress Perpendicular to Grain:
Fc perp=
Adjusted Properties
Fb' (Tension):
Fb'=
Adjustment Factors: Cd=1.15 CF=1.00
Fv':
Fv'=
Adjustment Factors: Cd=1.15
Design Requirements:
Controlling Moment:
3.125 ft from left support
Critical moment created by combining all dead and live loads.
Controlling Shear:
At a distance d from support.
Critical shear created by combining all dead and live loads.
Comparisons With RequiredSections:
Section Modulus (Moment):
Area (Shear):
Moment of Inertia (Deflection):
0.03 IN
0.03 IN = U2143
0.07 IN = U1127
801 LB
722 LB
1523 LB
0.44 IN
6.25 FT
0.0 FT
5. : 12
240
180
25.0 PSF
20.0 PSF
6.25 FT
25.0 PSF
20.0 PSF
4.0 FT
1.15
9 PLF
6.25 FT
256 PLF
231 PLF
487 PLF
750 PSI
170 PSI
1300000 PSI
470000 PSI
625 PSI
863 PSI
196 PSI
M=
2379
FT -LB
V=
1218
LB
Sreq=
33.10
IN3
S=
51.56
IN3
Areq=
9.35
IN2
A=
41.25
IN2
Ireq=
30.88
IN4
1=
193.36
IN4
Roof Beam[ 2006 International Residential Code (05 NDS) ] Ver: 7.01.14
By: Jesse Thomas , Richard Berg Architects on: 08-28-2008
Project: POORE - Location: SOUTH WALL HEADER 4
Summary:
5.5 IN x 7.5 IN x 8.25 FT / #1 - Douglas -Fir -Larch - Dry Use
Section Adeouate Bv: 43.0% Controllina Factor: Section Modulus / Deoth Reauired 6.27 In
LOADING DIAGRAM
Span = 8.25 ft
5665
�i�+Gl.'' IREC
A TgCT
RICHARD C, N. 6ERG
!I7"AT4 OF WA II I
Richard BergArchiteM PC
719 TaylorStreet
Port Townsend, WA 98368
1360J 379-8090
Roof Beam[ 2006 International Residential Code (05 NDS) 1 Ver: 7.01.14
By: Jesse Thomas, Richard Berg Architects on: 08-28-2008 : 5:06:57 PM
Project: POORE - Location: SOUTH WALL HEADER 4
Summary:
5.5 IN x 7.5 IN x 8.25 FT / #1 - Douglas -Fir -Larch - Dry Use
Section Adequate By: 43.0% Controlling Factor: Section Modulus / Depth Required 6.27 In
Deflections:
Dead Load:
DLD=
Live Load:
LLD=
Total Load:
TLD=
Reactions (Each End):
Live Load:
LL-Rxn=
Dead Load:
DL-Rxn=
Total Load:
TL-Rxn=
Bearing Length Required (Beam only, support capacity not checked):
BL=
Beam Data:
Span:
L=
Maximum Unbraced Span:
Lu=
Pitch Of Roof:
RP=
Live Load Deflect. Criteria:
U
Total Load Deflect. Criteria:
U
Roof Loading:
Roof Live Load -Side One:
LL1=
Roof Dead Load -Side One:
DL1=
Tributary Width -Side One:
TW1=
Roof Live Load -Side Two:
LL2=
Roof Dead Load -Side Two:
DL2=
Tributary Width -Side Two:
TW2=
Roof Duration Factor:
Cd=
Beam Self Weight:
BSW=
Slope/Pitch Adjusted Lengths and Loads:
Adjusted Beam Length:
Ladl=
Beam Uniform Live Load:
wL=
Beam Uniform Dead Load:
wD adj'=
Total Uniform Load:
�wT=
Properties For: #1- Douglas -Fir -Larch
Bending Stress:
Fb=
Shear Stress:
Fv=
Modulus of Elasticity:
E=
Adjusted Modulus of Elasticity:
E-Min=
Stress Perpendicular to Grain:
Fc_perp=
Adjusted Properties
Fb' (Tension)':
Fb'=
Adjustment Factors: Cd=1.15 CF=1.00
Fv':
Fv'=
Adjustment Factors: Cd=1.15
Design Requirements:
Controlling Moment:
4.125 ft from left support
Critical moment created by combining all dead and live loads.
Controlling Shear:
At a distance d from support.
Critical shear created by combining all dead and live loads.
Comparisons With Required Sections:
Section Modulus (Moment):
Area (Shear):
Moment of Inertia (Deflection):
0.08 IN
0.09 IN = U1147
0.16 IN = U603
1057 LB
953 LB
2010 LB
0.58 IN
8.25 FT
0.0 FT
5. : 12
240
180
25.0 PSF
20.0 PSF
6.25 FT
25.0 PSF
20.0 PSF
4.0 FT
1.15
9 PLF
8.25 FT
256 PLF
231 PLF
487 PLF
1200 PSI
170 PSI
1600000 PSI
580000 PSI
625 PSI
1380 PSI
196 PSI
M=
4146
FT -LB
V=
1729
LB
Sreq=
36.05
IN3
S=
51.56
IN3
Areq=
13.26
iN2
A=
41.25
IN2
Ireq=
57.71
IN4
1=
193.36
IN4
R
Devewp + part Services
20 Madison Street, Suite 3
Port Townsend tiNX9 368
Phone, 360-3 975095,
Pax; 360-3441-4019.
Www.cityofpLus
Residential Building Permit Application
Proj Address 7K � -ts Legal Desc tption (or Tax #):
�" Addition:�� .._.... ._. ....................
Zoning:-7- Block:_. m 2-
Parcel # Lot(s):_ J
q00
Project Description: 1FC)Gr K"t1:
➢ Applications accepted by mail must include a check for initial plan review fee of $150
➢ See the "Residential Building Permit Application......................................:mm...•-•-...__.........._W.....
➢ Requirements" for details on plan submittal requirements_ Lender Information:
Name:�y�ner; "S .'f ..... ,." _ 1Pe.
Address:_ L--0 inde"
City/StiZ%�I—...�..
Phone.._ L&,__ ........
Email: IYVR1�,^�olr�./PY1SF�1m,mCaw►.... ....
ontact/Re res
t �
C p entati 0
......... _ ---�
Name
Address:
City/Stop: m..
Phone:
Email: ..��
Contractor ame as Owner
Address:
City/St/Zi�
,
P
Phone:.�.�..��.....,' ...�,__...
Email:
State License #=............. ..........-..Exp.
City Business License #
Lender information must be provided for projects
over $5,000 in valuation per RCW 19.27.095.
Project Valuation: $
Building Information (square feet):
15` floor 'w � m .: 14 Garage:
2 floor _...._ Deck(s
3`d floor Porch(es); .....
Basement: _ Is it finished? Yes No
Carport:.._ ........_.........�.�.�. Other-'. ���.......�........
Manufactured Home ❑ ADU ❑ New
Addition P""' Remodel/Repair i __-
Total Lot Coverage (Building Footprint):*
Square feet: ' d
Impervious Surface:*
Square feet:. `Total existin , & ro oseq
If an existing structure, what year was it
built?
Any known v:etiands on the property? Y
Any steep slopes (>15%1,? Y
I hereby certify that the information provided is correct, that I am either the owner or authorized to act on behalf of the owner
and that all activities associated with this permit will be in accordance with State Laws and the Part Townsend Municipal Code.
Print Name.
Signature ,. Date: Cam, ZiLl —I
..
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.
0 Residential permit application.
11 Washington State Energy & Ventilation Code forms
0 Two (2) sets of plans with North arrow and scaled, no smaller than 1/4" = 1 foot:
f l A site plan showing:
1��11. Legal description and parcel number (or tax number),
2. Property lines and dimensions
Setbacks from all sides of the proposed structure to the property lines in
accordance with a pinned boundary line survey
1�5 4. On -site parking and driveway with dimensions
If creating new impervious surfaces, indicate measures utilized to retain
stormwater on -site
jj 6. Street names and any easements or vacations
7. Location and diameter of existing trees
8. Utility lines
9?' If applicable, existing or proposed septic system location
10""' Delineated critical areas boundaries and buffers
U Foundation plan:
it
1.
Footings and foundation walls
2.
Post and beam sizes and spans
3.
Floor joist size and layout
�/
4.
Holdowns
11�
5.
Foundation venting
11 Floor plan:
1. Room use and dimensions
kl"'7_ 2. Braced wall panel locations
3. Smoke detector locations
4. Attic access
5. Plumbing and mechanical fixtures
6. Occupancy separation between dwelling and gar -age (if applicable)
7, Window, skylight, and door locations, including escape windows and safety glazing
all section:
1. Footing size, reinforcement, depth below grade
v"- 2. Foundation wall, height, width, reinforcement, anchor bolts, and washers
U_" 3. Floor joist size and spacing
4. Wall stud size and spacing
5. Fleader size and spans
6. Wall sheathing, weather resistant barrier, and siding material
7. Sheet rock and insulation
4, 8. Rafters, ceiling Joists, trusses, with blocking and positive connections
1—9. Ceiling height ,
10. Roof choeathing, roofing material, root pitch, attic ventilation
1.] Exterior elevations (all four) with existing slope of the land in relation to all proposed
N 'Istructures
farchitecturally designed, one set of plans must have an original signature
0 If engineered, one set of plans must have one origina! signature
El For new dwelling construction, Street & Utility or Minor Improvement application
°" 4�
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Project Description for House Remodel at 4906 Landes St., Port Townsend
1. Replace existing foundation with reinforced concrete foundation.
2. Replace post and pier block system with continuous footings and post base hardware,
3. Remove asbestos siding, double bag and deliver to transfer station in Gorst.
4. Remove existing windows, sheetrock, wiring, and plumbing.
5. Four small additions: tc�:'L-1� �l
A. South wall addition 4' x 24' 6" with hip roof.
B. North wall addition 14' x 16' with hip roof and 9' ceiling height.
C. North wall kitchen addition 8' x 10' with shed roof.
D. North garage wall utility room -entry addition 6' 6" x 10' 6" with shed roof.
6. Reconfigure floor and ceiling layout:
A. Kitchen moves 8' north.
B. Dining room moves to new addition.
C. Master bath moves to south wall.
D. Bedrooms get bigger.
E. Living room gets shorter and wider.
F. Office gets smaller.
G. Vaulted ceilings in living room and kitchen.
H. 2 Skylights 2' x 4' in living room.
7. Reuse existing fir siding where possible. Side new additions with Hardiboard siding.
8. New plumbing, wiring, insulation, sheetrock, windows, and doors.
9. New deck on north side of house. �/Lr�E,eU�oU SUQ
10. Remove old chimney and replace with 3 wall metalbestos type system.
11. Radiant heat system.
12. Gutter and downspouts into rain barrel containment system.
13. Replace existing composition roofing with standing seam metal roofing.
General Goals of project: Improve quality, value, and efficiency of existing residence.
Mt-�,,Ay^
Richard BergArchitects PC
719 Taylor Street
Port Townsend WA 98368
/3601 379-8090
REREGISTEREDGISTERE
TECT
RICHARD C. N. BEP.
STATO OF WASHIN' ,
teAA-L
I 5665
A'ichd,-dB0r9Ard7&VCI,S, fl�-
REGISTI
7/9 T,3yjor Street
poll, Townscod, WA 98.369 5 VAfiCHP ECT
7P(360J 379-8090
1 RICIIARDC'N, pUn
,"S'TATE OF WASH VVQTe")Pt
Multi -Loaded Beamf 2006 International Residential Code (05 NDS)1 Ver: 7.01.14
By: Jesse Thomas, Richard Berg Architects on: 06-12-2008
: 10:44:33 AM
Project: POORE - Location: KITCHEN ROOF BEAM (FULL -SPAN)
Summary:
5.125 IN x 12.0 IN x 19.0 FT / 24F-V4 - Visually Graded Western Species - Dry Use
Section Adequate By: 19.3% Controlling Factor: Moment of Inertia / Depth
Required 11.32 In
Center Span Deflections:
Dead Load:
DLD-Center=
0.44
IN
Live Load:
LLD -Center—
0.62
IN = U369
Total Load:
TLD-Center—
1.06
IN = U215
Camber Required:
C=
0.67
IN
Center Span Left End Reactions (Support A):
Live Load:
LL-Rxn-A=
2641
LB
Dead Load:
DL-Rxn-A=
1809
LB
Total Load:
TL-Rxn-A=
4449
LB
Bearing Length Required(Beam only, support capacity not checked):
BL-A=
1.34
IN
Center Span Right End Reactions: (Support B):
Live Lead:
LL-Rxn-B=
2206
LB
Dead Load:
DL-Rxn-B=
1703
LB
Total Load:
TL-Rxn-B=
3909
LB
Bearing Length Required (Beam only, support capacity not checked):
BL-B=
1.17
IN
Beam Data:
Center Span Length:
L2=
19.0
FT
Center Span Unbraced Length -Top of Beam:
Lu2-Top=
0.0
FT
Center Span Unbraced Length -Bottom of Beam:
Lu2-Bottom=
19.0
FT
Live Load Duration Factor:
Cd=
1.15
Live Load Deflect. Criteria:
U
240
Total Load Deflect. Criteria:
U
180
Center Span Loading:
Uniform Load:
Live Load:
wL-2=
0
PLF
Dead Load:
wD-2=
0
PLF
Beam Self Weight:
BSW=
13
PLF
Total Load:
wT-2=
13
PLF
Point Load 1
Live Load:
PL1-2=
750
LB
Dead Load:
PD1-2=
508
LB
Location ('From left end of span):
X1-2=
10.0
FT
Trapezoidal Load 1
Left Live Load:
TRL-Left-1-2=
263
PLF
Left Dead Load:
TRD-Left-1-2=
158
PLF
Right Live Load:
TRL-Right-1-2=
263
PLF
Right Dead Load:
TRD-Right-1-2=
158
PLF
Load Start:
A-1-2=
0.0
FT
Load End:
B-1-2=
10.0
FT
Load Length:
C-1-2=
10.0
FT
Trapezoidal Load 2
Left Live Load:
TRL-Left-2-2=
163
PLF
Left Dead Load:
TRD-Left-2-2=
130
PLF
Right Live Load:
TRL-Riqht-2-2=
163
PLF
Right Dead Load:
TRD-Right-2-2=
130
PLF
Load Start:
A-2-2=
10.0
FT
Load End:
B-2-2=
19.0
FT
Load Length:
C-2-2=
9.0
FT
Properties For: 24F--V4-V Visually Graded Western Species
Bending Stress:
Fb=
2400
PSI
Shear Stress:
Fv=
265
PSI
Modulus of Elasticity:
E=
1800000
PSI
Adjusted Modulus of Elasticity:
E-Min=
930000
PSI
Stress Perpendicular to Grain:
Fc perp=
650
PSI
Bending Stress of Comp. Face in Tension:
Fb_cpr—
1850
PSI
Adjusted Properties
Fb' (Tension):
Fb'=
2760
PSI
Adjustment Factors: Cd=1.15
Fv':
Fv'=
305
PSI
Adjustment Factors: Cd=1.15
Design Requirements:
Controlling Moment:
M=
22760
FT -LB
9.88 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on span(s) 2
Controlling Shear:
V=
4037
LB
At a distance d from left support of span 2 (Center Span)
Critical shear' created by combining all dead loads and live loads on
span(s) 2
Comparisons With Required Sections:
Section Modulus (Moment):
Sreq=
98.95
IN3
S=
123.00
IN3
Page: 3
Multi -Loaded Beam[ 2006 International Residential
By Jesse Thomas, Richard Berg Architects on:
Project: POORE - Location: KITCHEN ROOF BEAM (FULL -SPAN)
Area (Shear):
Moment of Inertia (Deflection):
Code (05 NDS)1 Ver: 7.01.14
06-12-2008 : 10:44:33 AM
Areq= 19.87 IN2
A= 61.50 IN2
Ireq= 618.75 IN4
1= 738.00 IN4
Multi -Loaded Beam[ 2006 International Residential Code (05 NDS) ] Ver: 7.01.14
By: Jesse Thomas , Richard Berg Architects on: 06-12-2008
Project: POORE - Location: KITCHEN ROOF BEAM (FULL -SPAN)
Summary:
5.125 IN x 12.0 IN x 19.0 FT / 24F-V4 - Visually Graded Western Species - Dry Use
Section Adequate By: 19.3% Controlling Factor: Moment of Inertia / Depth Required 11.32 In
LOADING DIAGRAM
P1
Center Span = 19 ft
, r
Roof Beam[ 2006 International Residential Code (05 NDS) l Ver: 7.01.14
By: Jesse Thomas , Richard Berg Architects on: 06-12-2008 : 10:44:31 AM
Project: POORE - Location: DINING ROOF BEAM
Summary:.
IN x 7.25 IN x 7.5 FT / #2 -Douglas-Fir-Larch -Dry Use
Section Adequate By: 45.7% Controlling Factor: Section Modulus / Depth Required 6.01 In
Deflections:
Dead Load: DLD=
Live Load: LLD=
Total Load: TLD=
Reactions (Each End):
Live Load: LL-Rxn=
Dead Load: DL-Rxn=
Total Load: TL-Rxn=
Bearina Length Required (Beam oniv. suoDort caaacity not checked): BL=
Beam Data:
Span:
Maximum Unbraced Span:
Pitch Of Roof.
Live Load Deflect. Criteria:
Total Load Deflect. Criteria:
Roof Loading:
0.05 IN
0.08 IN = U1124
0.13 IN = U670
750 LB
508 LB
1258 LB
0.58 IN
L=
7.5 FT
Lu=
0.0 FT
RP=
5. : 12
U
240
U
180
Roof Live Load -Side One:
LL1=
Roof Dead Load -Side One:
DL1=
Tributary Width -Side One:
TW1=
Roof Live Load -Side Two:
LL2=
Roof Dead Load -Side Two:
DL2=
Tributary Width -Side Two:
TW2=
Roof Duration Factor:
Cd=
Beam Self Weight:
BSW=
Slope/Pitch Adjusted Lengths and Loads:
Adjusted Beam Length:
Ladj=
Beam Uniform Live Load:
wL=
Beam Uniform Dead Load:
wD_adj=
Total Uniform Load:
wT=
Properties For: #2- Douglas -Fir -Larch
Bending Stress:
Fb=
Shear Stress:
Fv=
Modulus of Elasticity:
E_
Adjusted Modulus of Elasticity:
E-Min=
Stress Perpendicular to Grain:
Fc perp=
Adjusted Properties
Fb' (Tension):
Fb'=
Adjustment Factors: Cd=1.15 CF=1.30
Fv':
Fv'=
Adjustment Factors: Cd=1.15
Design Requirements:
Controlling Moment:
3.75 ft from left support
Critical moment created by combining all dead and live loads.
Controlling Shear:
At a distance d from support.
Critical shear created by combining all dead and live loads.
Comparisons With Required Sections:
Section Modulus (Moment):
Area (Shear):
Moment of Inertia (Deflection):
M�
V=
25.0 PSF
15.0 PSF
0.0 FT
25.0 PSF
15.0 PSF
8.0 FT
1.15
6 PLF
7.5 FT
200 PLF
136 PLF
336 PLF
900 PSI
180 PSI
1600000 PSI
580000 PSI
625 PSI
1346 PSI
207 PSI
2359 FT -LB
1057 LB
Sreq=
21.04
IN3
S=
30.66
IN3
Areq=
7.66
IN2
A=
25.38
IN2
I req=
29.85
I N4
1=
111.15
IN4
46 ro
Roof Beam[ 2006 International Residential Code (05 NDS) ] Ver: 7.01.14
By: Jesse Thomas, Richard Berg Architects on: 06-12-2008
Project: POORE - Location: DINING ROOF BEAM
Summary:
3.5 IN x 7.25 IN x 7.5 FT / #2 - Douglas -Fir -Larch - Dry Use
Section Adequate By: 45.7% Controllin Factor: Section Modulus / Depth Required 6.01 In
LOADING DIAGRAM
Span = 7.5 ft
City of Port Townsend
TABLE 17.16.030
esidentiaRl-i oniit r Districts
Bulk
'Ic, Dimensional and
_
I�ertsil�t, Requirements
DISTRICT
�__�__.......
._._._...-.�..� �..-� -�
R-II
R III
_...
R-IV
MAXIMUM HOUSING
OUSING
4 dwelling units
_ _ ._
8 dwelling units
... _..,.�....._..
16 units per 40,000 sf
......_
24 units per 40,000 sf
DENSITY
(10,000 sf of lot area per
(5,000 sf of lot area per
of lot area
of lot area
(units/bedrooms per
unit)
unit)
40,000 square foot area)
__.......
.....
MINIMUM AVERAGE
— ._.- _....._
-_ .10 units where a parcel
p
15 u ...
nits
HOUSING DENSITY
and/or contiguous parcels
(units per 40,000 square
under single ownership are
foot area)
12,000 square -feet in size
.._...__
.m _Ff
. _., ....
or greater
1
MAXIMUM NUMBER
4 (Note: limited
t_, li
4 (Note: limited structures
No limit
No limit
OF DWELLING UNITS
structures with more than
with more than 4 dwellings
IN ANY ONE
4 dwellings per structure
per structure may be
STRUCTURE
may be permitted through
permitted through the PUD
the PUD process, see
process, see Chapter 17.32
_ Chapter 17.32
MfN[MUM LOT SIZE
_
10,000 sf = sin le-famil—
- g y
5,000 s s- -_.
f - single-family
... _ .�.. -.
3,000 sq ft = single-family
.
detached
detached
detached; and 10,000 sf =
.........._. �....... .
._
multi -family'
MINIMUM LOT WIDTH
�0,
50' -...
0"
3 . x .._.....___
30' except: 100'=
_ ....� _...-� .....
multifamily
MINIMUM...
FRO
FRONT
20' except:
p
.
10' except 20 feet for
p
_, ....._..
20' except:
_. p
20' except;
YARD KS
SETBAC
arns and
garages
ra es with vehicle access
g
l0 w/side or rear
10' w/sid�
e or rear parking;
agricultural
bmld s
g
f
facing a street right-of-way
parking/garages, garages
no setback for multifamily
and 50'=bams and
with vehicle access facing a
structures located within
agricultural buildings
street right-of-way must be
200 feet of an abutting
setback 20'; no setback for
mixed use zoning district
multifamily structures
located within 200 feet of
an abutting mixed use
_
_... __.20'
zoning district
MINIMUM REAR YARD_
except:
__... 10' except:.......
.
10' except:
_.. ; ex.`__.cept: . ....
i5x
SETBACKS
50' = barns and
100' = barns and
no setback for multifamily
20' if directly abutting an
agricultural buildings,
agricultural buildings
structures located within
R-I or R-II district; no
and 100' if abutting a R-
200 feet of an abutting
setback for multifamily
II, R-III, or
mixed use zoning district
structures located within
R-IV zoning district
200 feet of an abutting
mixed use zoning district
MINI ARD
p
5 except:
5' except:
5' W pt —T^Y
l5' except:
SETBACKS
l0'= abutting street r-o-
g
l0'—abuttin a street r-o-w;
— g
l0 along
g a street r o-w;
20' if directly abutting an
w; 20 feet for garages
20 feet for garages with
20 feet for garages with
R- l or
with vehicle access facing
vehicle access facing a
vehicle access facing a
R-II district; no setback for
a street right-of-way and
street right-of-way and
street right-of-way and no
multifamily structures
50' barns and agricultural
100'= barns and
setback for multifamily
located within 200 feet of
buildings and 100' if
agricultural buildings
structures located within
an abutting mixed use
abutting a R-II, R-III, or
200 feet of an abutting
zoning district
mMAXIMUM
R-IV zoning district
..... ._.__..
—
mixed use zoning district
BUILDING
30
.. . _..30
35' _ _
35 .... _
HEIGHT
MAXIMUM25%
�._� ......
35%exce t 40% where an
45% .._.._...... _
_._ ....
_ 50%
COVERP.GF
ADU is included on the lot
MAXIHMEUCIMTENCE Y
Side
—
_ _
Front 4'; Side 8'; Side
-....... _...r =i _ _._......
Front 4';Side-8';
abuttin�a public
g P g
abutting public right -of-
g p
abutting a public right -of-
Side abutting a public
way =4'; rear=8'
way = 4'; rear=8'
way =4'; rear=8'
right-of-way =4'; rear-8'
• NOTE: Maximum fence
heights apply within any
required front, side, or rear
setback area or along the edge
of any required yard;
refer to Chapter 17.68
PTMC, Fences, Walls, Arbors,
and Hedges for specific
requirements.
(Ord. 2782 3 12, 2001;
Ord. 2716 3 4, 1999; Ord.
2700 3 11, 1999; Ord. 2571
3 2, 1997; Ord. 2825, 2002).
' In order to achieve the minimum density, subdivision of parcels 12,000 square feet or greater shall not allow individual lots larger than
40,000 square -feet unless said lots are reserved for multi -family dwellings.
P: IDSDIFormsOuilding Formsllnformation-Table 17.16.030 Res Zoning Districls,doc
03114108
VORT
Receipt Number: 08-054,1
.... ...... . . . ...... ...... .. . ....................... .. . . ...... ...
RoceiptDate': 0611312QOO:� Cashier: FIRONTPESK Name: POOREI*Mp
Re ce Ipt, # Receipt Date Fee Description Amouint Paid Permit ff
Payment Check Paym e nt
Method Number Amount
CHECK 4119 $50.00
Total $50.00
genpnitrreceipts Page 1 of 1
Receipt Number.
o8-0631
Receipt DaW
0910812008
Cashier),,-SVVASS MER, PayerlPayee IN4me,,POOREJAMES
CDriqinial,Ne Arnoun't
Fee
Permit #
Parcel
Foe Descript Ion
Atn6U , nt'
Paid
Blaja6d6..
BLD08-141
936900201
Plan Review Fee
$564.04
$40.95
$0.00
BLD08-141
936900201
Technology Fee for Building Permit
$17.36
$1.26
$0.00
BLD08-141
936900201
Building Permit Fee
$867.75
$63.00
$0.00
Total:
$105.21
Previous Payment History
Receipt #
Re ce Ipt Date
Fee Description
Am othit Paid
Permit #
08-0633
07/03/2008
Building Permit Fee
$804.75
BLD08-141
0&0633
07/03/2008
Mechanical Permit Fee per Dwelling Unit - 1
$150.00
BLD08-141
08-0563
06/13/2008
Plan Review Fee
$50.00
BLD08-141
08-0633
07103/2008
Plan Review Fee
$473.09
BLD08-141
08-0633
07/03/2008
Plumbing Permit Fee per Dwelling Unit - Ne
$150.00
BLD08-141
08-0633
07103/2008
Record Retention Fee for Building Permit
$10.00
BLD08-141
08-0633
07/0312008
State Building Code Council Fee
$4.50
BLD08-141
08-0633
07/03/2008
Technology Fee for Building Permit
$16.10
BLD08-141
Payment
Check
Payment
Method
Number Am ount
CHECK
4172
$105.21
Total $105.21
genprrtrreceipts Page 1 of 1
i�
Receipt Number: t�063,
wnO
Receipt Date:
07/0312008
Cashier; S'tiiWASSMER Payer/Payee Name POOREJAMES
Original Fee
Amount
Fee
Permit It
Parcel
Fee Description
Amount
Paid
Balance
BL008-141
936900201
Plan Review Fee
$523.09
$473.09
$0.00
BLD08-141
936900201
Technology Fee for Building Permit
$16.10
$16.10
$0.00
BLD08-141
936900201
State Building Code Council Fee
$4.50
$4.50
$0.00
BLD08-141
936900201
Plumbing Permit Fee per Dwelling l
$150.00
$150.00
$0.00
BLD08-141
936900201
Mechanical Permit Fee per Dwelling
$150.00
$150.00
$0.00
BLD08-141
936900201
Building Permit Fee
$804.75
$804.75
$0.00
BLD08-141
936900201
Record Retention Fee for Building P
$10.00
$10.00
$0.00
Total:
$1,608.44
Rec4Npt # Receiipt Date Fee Description Amount Paid Permit
08-0563 06/13/2008 Plan Review Fee $50.00 BLD08-141
Payment Check Payment
Method Number Amount
CHECK 2257 $ 1,608.44
Total $1,608.44
genpmtrreceipts Page 1 of 1
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CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
=. INSPECTION REPORT
CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU
WANT THE I SPEIr TION.. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY.
o m f
DATE OF INSPECTION: ' � �^� �° PERMIT NUMBER:
SITE ADDRESS: °, '"�$.'`,'`�I'
CONTACT PERSON:
PHONE:
TYPE OF INSPECTION:
���",° Ids �m�� �.au.,�` �� '.'..���w�i�P�.l°� .. ��. ��
V(
❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED
w. CORRECTIONS
Ok to proceed. Corrections will be Call for re -inspection before
checked at next inspection proceeding.
o
,a
Inspector Date
u�
�"�.... � " w6 _� .. _...........__..__......
Acknowledgement
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.
PORTCITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294 b 3:00 PM the day before you want
P � P Y Y
the inspection. For Monday inspections, call by 3:00 PM Friday.
ATE of INSPECTION: `'�.,R°I° NUMPu�,I:
...
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4-1)
SITE ADDRESS:
..—.. _... ...............
PROJECT NAME: CONY CTO:
CONTACT PERSON: ONE:..
TYPE OF INSPECTION
eeeeee
... ........... ..
❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED
CORRECTIONS
Ok to proceed. Corrections will be Call for re -inspection before
- - checked at next inspection proceeding.
Inspector ..m�4.. l Date ��
.�
Approvedplans andpermit 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.
Vvor r
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 "nsp fiction. For Monday inspections, call by 3:00 PM Friday„
DATE OF INSPECTION: PERMIT NUMBER:LLL.')4�j„
SITE ADDRESS:
PROJECT NAME: CONTRACTOR:
CONTACT PERSON: _<u TP11 PHONE..
TYPE OF INSPECTION:.. .. ._'
❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED
CORRECTIONS
Ok to proceed. Corrections will be Call for re -inspection before
checked at next inspection 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.