HomeMy WebLinkAboutBLD08-082UILI ING PERMIT
City of Port Townsend
Development Services Depprtment
250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-5095
Project Informador.
Permit Type Residential - Addition/Remodel
Site Address 633 BLAINE ST
Project Description
CHANGE HOUSE ROOF PITCH
Names Associated with this Project
Type
Name Contact
Applicant
Berger Charles J
Owner
Berger Charles J
Contractor
Thompson Construction
Contractor
Thompson Construction
Fee Information
Project Valuation
$15,000.00
Building Permit Fee
251.25
Plan Review Fee
163.31
State Building Code Council Fee
4.50
Technology Fee for Building Permit
5.03
Record Retention Fee for Building
10.00
Permit
Total Fees $434.09
Permit # BLD08-082
Project Name CHANGE HOUSE ROOF PITCH
Parcel# 988801603
License
Phone # Type License # Exp Date
(360) 385-0681 CITY 1288 12/31/2008
(360) 385-0681 STATE THOMPC*987(07/13/2009
Project Details
Manual Input
1,500 DOLI
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. l 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 (11,, property or authorized agent of the owner,
Print Name Date Issued: 05/12/2008
f .
Issued By: FRONTDESK
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CITY OF PORT TOWNSEND
PERMIT ACTIVITY LOG
PERMIT It 13(-V OS - CY9 Z-
DATE RECEIVED
Inspection Report
Project "M Permit it LJ L�
... „_
Date Inspector Ins ection & Notes
t-PU�- ��°
Owr r
CITY OF PORT TONSEN
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
hr+a^ 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.
DATE OF INSPECTION: SY i� PEI2 IT NU ER:
SITE ADDRESS:
PROJECT NAME: CONTRACTOR:
CONTACT PERSON: PHONE:
TYPE OF INSPECTION.
o A.)a)
N
❑ APPROVED ❑ APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
Inspector
YNOT APPROVED
Call for re -inspection before
proceeding.
Date �--. "� 0 ..... cs _
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.
Date Asked:
Citizen Name:
Phone:
Staff Name:
Question:
c.,r
Building Code Inquiries: ex,4 "A' 0—
Date Answered:
....... . . ........ .
L_06ff -()�2-
... .. . ....... . . .....
11
'-y
Multi -Loaded Beam[ 2003 International Buildinq Code (01 NDS) 1 Ver: 6.00.81
By: Leonard Yarberry , City of Port Townsend on: 05-19-2008 : 11:35:35 AM
Project: - Location:
Summary:.
IN x 7.25 IN x 3.0 FT / #2 Douglas Fir -Larch -Dry Use
Section Adequate By: 61.2% Controlling Factor: Seofion Modulus / Depth
Required 5.71 In
Center Span Deflections:
Dead Load:
DLD-Center=
0.00
IN
Live Load:
LLD -Center=
0.01
IN = L/4377
Total Load:
TLD-Center=
0.01
IN = L/2723
Center Span Left End Reactions (Support A):
Live Load:
LL-Rxn-A=
583
LB
Dead Load:
DL-Rxn-A=
359
LB
Total Load:
TL-Rxn-A=
943
LB
Bearinq Lenqth Required (Beam only, support capacity not checked):
BL-A=
0.43
IN
Center Span Riqht End Reactions (Support B):
Live Load:
LL-Rxn-B=
1167
LB
Dead Load:
DL-Rxn-B=
709
LB
Total Load:
TL-Rxn-B=
1876
LB
Bearing Length Required (Beam only, support capacity not checked):
BL-B=
0.86
IN
Beam Data:
Center Span Lenqth:
L2=
3.0
FT
Center Span Unbraced Length -Top of Beam:
Lug -Top=
0.0
FT
Center Span Unbraced Length -Bottom of Beam:
Lu2-Bottom=
3.0
FT
Live Load Duration Factor:
Cd=
1.00
Live Load Deflect. Criteria:
L/
360
Total Load Deflect. Criteria:
L/
240
Center Span Loading:
Uniform Load:
Live Load:
wL-2=
0
PLF
Dead Load:
wD-2=
0
PLF
Beam Self Weight:
BSW=
wT-2=
6
6
PLF
PLF
Total Load:
Point Load 1
Live Load:
PL1-2=
1750
LB
Dead Load:
PD1-2=
1050
LB
Location (From left end of span):
X1-2=
2.0
FT
Properties Far° #2- Douglas Fir -Larch
Fb=
900
PSI
Bending Stress':
Fv=
180
PSI
Shear Stress:
Modulus of Elasticity:
E= 1600
PSI
Stress Perpendicular to Grain:
Fc_perp=
625 25
PSI
Adjusted Properties
Fb'=
1170
PSI
Fb' (Tension):
Adjustment Factors: Cd=1.00 Cf=1,30
Fv':
•Fv'=
180
PSI
Adjustment Factors: Cd=1.00
Design Requirements.
M=
1854
FT LB
ControIlinq Moment:
1.98 Ftfrom left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on span(s) 2
Controllinq Shear:
V=
1872
LB
At a distance d from riqht 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:
Sreq=
19.02
IN3
Section Modulus (Moment):
S=
30.66
IN3
Area (Shear):
Areq=
15.60
IN2
A=
25.38
IN2
Moment of Inertia (Deflection):
Ireq=
9.80
IN4
1=
111.15
IN4