HomeMy WebLinkAboutBLD08-142'CITY OF PORT TOWNSEND
PERMIT ACTIVITY LOG
PERMIT DATE RECEIVED eXL?Jl 6,
SCOPE Of` WORK -
---& �-- t-2ill—L"', L,
UILD�ING PERMIT
7.
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-5095
Project Information
Permit #
BLD08-142
Permit Type Residential - Accessory Structure
Project Name
NEW DETACHED STUDIO
Site Address 1505 MADISON ST
Parcel #
974100501
Project Description
NEW DETACHED STUDIO
Names Associated with this Project
License
Type Name
Contact
Phone #
Type License # Exp Date
Applicant Golts Imants E
Owner Golts Imants E
Contractor Owner Builder
Q -
STATE exempt 12/31/2008
Fee Information
Project Details
Dwellings — Basements —
Semi Finished 196 SQFT
Project Valuation
$23,318.12
Dwellings — Type V Wood Frame 196 SQFT
Building Permit Fee
377.25
Plan Review Fee
245.21
State Building Code Council Fee
4.50
Technology Fee for Building Permit
7.55
Record Retention Fee for Building
10.00
Permit
Plumbing permit manual input
78.00
Total Fees
$722.51
* * * SEE ATTACHED CONDITIONS * * *
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. 1 certify
that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify
that I am the owner of the property or authorized agent of the owner.
Print Name /� _ _ v l 7�51 Date Issued. 07/01 /2008
Issued By: FRONTDESK
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 - Accessory Structure
Site Address 1505 MADISON ST
Project Description
NEW DETACHED STUDIO
Permit # BLD08-142
Project Name NEW DETACHED STUDIO
Parcel# 974100501
Conditions
10. Property corner survey pins must be located at time of footing inspection to verify setbacks„
20. The building may not be used as a transient rental. PTMC 17.08.060, 17.16.020.
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. 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 the property or authorized agent of the owner.
Print Name Date Issued: 07/01/2008
Issued By: FRONTDESK
,poRT ro
Residential Building Permit Application
ProjectAddress: s /-o_dl.sat/
Zoning: k - l i
Parcel # 9 -7 4 _ 1 i�-o ^ .Sn I
Project Description*
250 Madison Street, Suite 3
Port Townsend WA 98368
Phone: 360-379-5095
Fax: 360-344-4619
www.cityofpt.us
Legal Description (or Tax #):.
Addition: 4 'A--V-ELV _... .
Block: .S
Lot(s):_ '� 4r ! � D. a
➢ Applications accepted by mail must include a check for initial plan review fee of $150
➢ See the `Residential Building Permit Application
➢ Requirements" for details on plan submittal requirements. Lender Information:
Lender information must be provided for projects
CProperty.. Name Owner:
Aress�.�.�.�...�..
ity/St/Zip:—T�-_r'
Phone: C
Email:a � - �. , n .�.
Contact/Representative:
Name:
A,ddress:. .....
_.-
City/St/Zip:.... ..... ...
Phone:
Email:
Contractor: )(Same as Owner
Name:
Address:_
City/St/Zip:
Phone:
Email:
State License # xp:._
City Business License #:
over $5,000 in valuation
/per RCW 19.27.095.
Name:
Project Valuation„ $_
Building Information (square feet):
Is'floor (q
Garage:,_ _
2"d floor
Deck(s):
3`d floor
Porch(es):..........
Basement:n _
Is it finished? Yes No
Carport:
Other:,.M
Manufactured Home ❑ ADU ❑ New
Addition ❑ Remodel/Repair ❑ -5+UA-10 0
Total Lot Coverage (Building Footprint):*
Square feet: I O q w %
Impervious Surface:*
Square feet: l q *Total existing & proposed
If an existing structure, what year was it
built?
Any known wetlan .bff'ther" tbp illy
Any steep slopes (1 5%
hereby certify that the information provided is correct, that I am either the owner or authoriz.eR
and that all activities associated with this permit will be in accordance with State Laws and the
4 .i.',?IW 4() A11
Oil t ilw oill,'IihL or �u d
awnsend Municipal Code
Print Name. c- u a C�
Date;
r
Signature:
rb..,
Befoiro hiring
10 f & Lai.,
f you are a consumer interested in having work done by a contractor, this brochure can help
you by:
* Explaining how the Washington state contractor registration program works.
Describing how the contractor registration law protects consumers.
• Outlining the requirements for contractors.
Requirements
Washington state law requires all contractors
to be registered. General contractors must
maintain a $6,000 bond and specialty
contractors must maintain a $4,000 bond.
(Specialty contractors are those who participate
in no more than two trades and do not
subcontract work to other contractors.)
It is against state law for any contractor to
submit bids or perform any contracting work
without being registered with the Department
of Labor and Industries. It also is illegal for
contractors to advertise without including their
12-character -contractor registration number in
the advertisement.
Consumerprotection
The contractor registration law exists to
protect consumers from incompetent and/or
fraudulent contractors.
Requiring contractors to be bonded gives
consumers some financial protection against
unsatisfactory or incomplete work. Dissatisfied
consumers may take civil action to obtain
restitution by taking action against a contractor's
bond in Superior Court.
The law also requires contractors to carry
insurance for property damage and public
liability. It also ensures that contractors have a
current Unified Business Identifier (UBI)
Account Number and Federal Employer
Account Number.
Any correspondence you send to a contractor
should clearly state that bids will not be accepted
unless the contractor provides a valid registrA on
number.
While the law does not guaranteeperfect-
performance, it improves'the likelihood that
the contractor does competent work.
A maximum $3,000 fine and a misde-
meanor infraction can be levied against any con-
tractor who performs work or submits a bid with-
out being registered with Labor and Industries.
o L' P.T. C
TIMBERFRAME
3265 Eddy Street
Port Townsend, WA 98368
Imants & Elsa Golts
1505 Madison Street
Port Townsend, WA 98368
GRAVITY _LOADS.
1: Floor Joists:
2: Basement Header
Phone: (360) 379-3940
E-mail: erickuzma@msn.com
11.875 BCI 6000 1.7 @ 16" o.c.
1.75x11.875 Versa -lam
3: Porch Roof Plate: DF #2 6x4
13 June 2008
Floor Joist[ 2006 International Building Code N 7.01.14
By: Eric Kuzma, P.T. Design on: 06-13-2008
Project: (2OLTS'Location: FLOOR JOIST
Summary:
SERIES AJ614O/11.875'Boise Cascade x14.58FT P18C\C.
_py:62.9% Controlfir�g,F�ctor: Allowable Moment
SHEAR, MOMENT, AND DEFLECTION DIAGRAMS
LOADING DIAGRAM
Floor Joistf 2006 International Buildinq Code (05 NDS)1 Ver: 7.01.14
By: Eric Kuzma, P.T. Design on: 06-13-2008
: 08:31:02 AM
Project: GOLTS - Location: FLOOR JOIST
Summary:
SERIES AJS 140 / 11.875 - Boise Cascade x 14.58 FT @ 16 O.C.
Section Adequate By: 62.9% Controllinq Factor: Allowable Moment
Hoists were Preliminarily desiqned usinq the joist manufacturers published values.
If the design does not match the actual joist loading or span conditions in any
way,
contact the joist manufacturer for design verification.
Center Span Defiecfiuons:
Dead Load:
DLD-Center=
0.08
IN
Live Load:
LLD -Center=
0.20
IN = U856
Total Load:
TLD-Center=
0.28
IN = U623
Center Span Leff End Reactions (Support A):
LL-Rxn-A=
389
LB
Live Load:
Dead Load:
DL-Rxn-A=
146
LB
Total Load:
TL-Rxn-A=
535
LB
Bearinq Length Required (Beam only, support capacity not checked):
BL-A=
1.75
IN
Center Spam Riqht End Reactions (Support B):
LL-Rxn-B=
389
LB
Live Load:
Dead Load:
DL-Rxn-B=
146
LB
Total Load:
TL-Rxn-B=
535
LB
Bearing Length Required (Beam only, support capacity not checked):
BL-B=
1.75
IN
Joist Data:
Center Span Length:
L2=
14.58
FT
Floor sheathinq applied to top of joists -top of joists fully braced..
Live Load Duration Factor:
Cd=
1.00
Live Load Deflect. Criteria:
U
480
Total Load Deflect. Criteria:
U
360
Center Span Loadinq:
Uniform Floor Loading:
LL-2=
40.0
PSF
Live Load:
Dead Load:
DL-2=
15.0
PSF
Total Load:
TL-2=
55.0
PSF
Total Load Adjusted for Joist Spacinq:
wT-2=
73
PLF
Properties For: SERIES AJS 140 / 11.875- Boise Cascade
D=
11.875
IN
Depth:
Moment Capacity:
Mcap=
3175
FT -LB
Shear Capacity:
Vcap=
El=
1490
295000000
LB
LB-IN2
El:
End Reaction Capacity:
Rcap=
1144
LB
Comparisons With Required Sections:
M=
1949
FT -LB
Controllinq Moment:
Adjusted Moment Capacity:
Mcap-adj=
3175
FT -LB
Controllinq Shear:
Adjusted Shear Capacity:
V=
Vcao-ad=
535
1490
LB
LB
El Required:
EI-req=,
170598400
LB-IN2
El:
El=
295000000
LB-IN2
Maximum End Reaction:
Rmax=
Rcap-adj=
535
1144
LB
LB
Adjusted Reaction Capacity:
Uniformly Loaded Floor Beam[ 2006 International Building Code (05 NDG)]Vec7.0114
By: Eric Kuzma, P.T. Design on: 06-13-2008
GOLT8 Location: CRAVVLOpACEDOOR HEADER
1J5|Nx11.875|Nx4.25FT / Versa -Lam 28OOFbDF Boise Cascade
SHEAR, MOMENT, AND DEFLECTION DIAGRAMS
90
450
Shear
(lbs) O
-450
'80O
1000
500
Moment
(ft-lb)O
'5OO
'1U0O
-0.O05
-0.0025
Deflection
(in) O
0.0025
0.005
Shear: Critical shear created by combining all dead and live loads.
Moment: Critical moment created by combining all dead and live loads.
Deflection: Critical d:eflection created by,!ive loads only.
LOADING DIAGRAM
Uniformly Loaded Floor Beam[ 2006 International Buildinq Code (05 NDS) ] Ver: 7.01.14
By: Eric Kuzma, P.T. Design on: 06-13-2008 : 08:31:56
AM
Proiect: GOLTS - Location: CRAWLSPACE DOOR HEADER
Summary:
1.75 IN x 11.875 IN x 4.25 FT / Versa -Lam 2800 Fb DF - Boise Cascade
Section Adequate By: 745.4% Controlling Factor: Area / Depth Required 3.73 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=
Unbraced Lenqth-Top of Beam:
Lu=
Live Load Deflect. Criteria:
L/
Total Load Deflect. Criteria:
L/
Floor Loadinq:
Floor Live Load -Side One:
LL1=
Floor Dead Load -Side One:
DL1=
Tributary Width -Side One:
TW 1=
Floor Live Load -Side Two:
LL2=
Floor Dead Load -Side Two:
DL2=
Tributary Width -Side Two:
TW2=
Live Load Duration Factor:
Cd=
Wall Load:
WALL=
Beam Loadinq:
Beam Total Live Load:
wL=
Beam Self Weiqht:
BSW=
Beam Total Dead Load:
wD=
Total Maximum Load:
wT=
Properties For: Versa -Lam 2800 Fb DF- Boise Cascade,
0.00
IN
0.00
IN = L/11639
0.01
IN = U8338
620
LB
245
LB
865
LB
0.66
IN
4.25
FT
0.0
FT
360
240
40.0 PSF
15.0 PSF
7.29 FT
40.0 PSF
15.0 PSF
0.0 FT
1.00
0 PLF
292 PLF
6 PLF
115 PLF
407 PLF
Bendinq Stress: Fb= 2800
Shear Stress: Fv= 285
Modulus of Elasticity: E= 2000000
Stress Perpendroculer to Grain: Fcperp= 750
Adjusted Properties
Fb` (Tension): Fb'=
Adjustment Factors Cd=1.00 CF=1.00
Fv': Fv'=
Adiustment Factors: Cd=1.00
Design Requirements:
Controllinq Moment:
2.125 ft from left support
Critical moment created by combining all dead and live loads.
Controllinq 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):
ILY4A
V=
PSI
PSI
PSI
PSI
2803 PSI
285 PSI
919 FT -LB
467 LB
Sreq=
3.93
IN3
S=
41.13
IN3
Areq=
2.46
IN2
A=
20.78
IN2
Ireq=
7.55
IN4
1=
244.21
IN4
Multi -Loaded Beam[ 2006 International Building Code (05 NDS) ] Ver: 7.01.14
By: Eric Kuzma, P.T. Design on: 06-13-2008
Project: GOLTS - Location: PORCH BEAM
Summary:
Section 3.5 oats 5 FT 5.60+ 1.9 / #2 - Douglas -Fir -Larch North Dry Use
351Nx351Nx7
108 8 /o CoSIiQEAR MOMENT, AIWD(DEof FLEa / Depth Rewired 2 74 In
%.. ....... ..en.t. a,
DEFLECTION DIAGRAMS
300
150
Shear
(lbs) 0
-150
-300
300
150
Moment
(ft-lb) 0
-150
-300
-0.07
-0.035
Deflectior
(in) 0
0.035
0.07
agntrolling Lo d Cases:
Shear: Critical shear created by combining all dead loads and live loads on span(s) 2, 3
Moment: Critical moment created by combining all dead loads and live loads on span(s) 2
Deflection: Critical f etlection ereatett py live leed .only orr spar�(s) . ............. _,r........__
. .
LOADING DIAGRAM
._...
Center Span = 5.62 ft Right Cantilever = 1.8
Multi -Loaded Beam[ 2006 International Buildinq Code (05 NDS)1 Ver: 7.01.14
By: Eric Kuzma, P.T. Design on: 06-13-2008 : 08:45:42 AM
Proiect: GOLTS - Location: PORCH BEAM
Summary:
3.5 IN x 3.5 IN x 7.5 FT (5.6 + 1.9) / #2 -Douglas-Fir Larch (North) -Dry Use
Section Adequate By: 108.8% Controlling Factor: Moment of Inertia / Depth Required 2.74 In
Center Span Deflections:
Dead Load:
DLD-Center=
0.03
IN
Live Load:
LLD -Center=
0.06
IN = L/1203
Total Load:
TLD-Center=
0.08
IN = U814
Right Cantiiever Deflections:
DLD-Riqht=
-0.02
IN
Dead Load:
Live Load:
LLD-Riqht=
-0.06
IN = 2L/752
Total Load:
TLD-Right=
-0.08
IN = 2L/584
Center Span Left End Reactions (Support A):
Live Lead:
LL-Rxn-A=
140
LB
Dead Load:
DL-Rxn-A=
81
LB
Total Load:
TL-Rxn-A=
222
LB
Bearinq Lenqth Required (Beam only, support capacity not checked):
BL-A=
0.10
IN
Center Span Right End Reactions (Support B):
LL-Rxn-B=
250
LB
Live Load:
Dead Load:
DL-Rxn-B=
163
LB
Total Load:
TL-Rxn-B=
413
LB
Bearinq Lenqth Required (Beam only, support capacity not checked):
BL-B=
0.19
IN
Dead Load Uplift F.S.:
FS=
1.5
Beam Data:
Center Span Length:
L2=
5.62
FT
Center Span Unbraced Lenqth-Top of Beam:
Lu2-Top=
0.0
FT
Center Span Unbraced Length -Bottom of Beam:
Lu2-Bottom=
5.62
FT
Riqht Cantilever Length:
L3=
1.88
FT
Riqht Cantilever Unbraced Lenqth-Top of Beam:
Lu3-Top=
0.0
FT
Riqht Cantilever Unbraced Length -Bottom of Beam:
Lu3-Bottom=
1.88
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=
50
PLF
Dead Load:
wD-2=
30
PLF
Beam Self Weight:
BSW=
3
PLF
Total Load:
wT-2=
83
PLF
Riqht Cantilever Loading:
Uniform Load:
Live Load:
wL-3=
50
PLF
Dead Load:
wD-3=
30
PLF
Beam Self Weight:
BSW=
wT-3=
3
83
PLF
PLF
Total Load:
Properties For: #2. Douglas -Fir -Larch (North)
Fb=
0
PSI
Bendinq Stress:
180
PSI
Shear Stress:
Modulus of Elasticity:
E =
00
16000
PSI
Adiusted Modulus of Elasticity:
E-Min=
580000
PSI
PSI
Stress Perpendicular to Grain:
Fc_perp=
625
Adjusted Properties
Fb'=
1275
PSI
Fb' (Tension):
Adjustment Factors: Cd=1.00 CF=1.50
Fv'=
180
PSI
Fv':
Adiustment Factors: Cd=1.00
Design Requirements:
M=
298
FT -LB
Controlling Moment:
2.698 Ft from left support of space 2 (Center Span)
Critical moment created by combining all dead loads and live loads on span(s) 2
Controllinq Shear:
V=
235
LB
At a distance d from rightsupport of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on span(s) 2, 3
Comparisons With Required Sections:
Sr
2.=
IN3
Section Modulus (Moment):
S=
7.15
IN3
Area (Shear):
Areq=
1.96
IN2
A=
12.25
IN2
Moment of Inertia (Deflection):
Ireq=
1=
5.99
12.51
IN4
IN4
Cae ler: FROWDESK Pay rlPayee blame. LTS IIMAt
Perrnitg
l
Fee Description
BLD08-142
974100501
Plan Review Fee
BLD08-142
974100501
Technology Fee for Building Permit
BLD08-142
974100501
State Building Code Council Fee
BLD08-142
974100501
Building Permit Fee
BLD08-142
974100501
Record Retention Fee for Building P
BLD08-142
974100501
Plumbing permit manual input
Previous Payment History
Re # Roceilpt Date Fee Description
08-0565
06113/2008 Plan Review Fee
Payment
Check
Paym a nt
Method
:,lumber
Amount
CHECK _
297
$ 672.51
Total
$672.51
Receipt Numbers 08-08 1'`
Original Fee
Amount
Fee
Amount
P, idl
Balance
$245.21
$195.21
$0.00
$7.55
$7.55
$0.00
$4.50
$4.50
$0.00
$377.25
$377.25
$0.00
$10.00
$10.00
$0.00
$78.00
$78.00
$0.00
Total:
$672.51
Amount Paid', P rmit
$50.00 BLD08-142
genpmtrreceipts Page 1 of 1
Receipt Number, 000,565
. ................. . . .
Re ce Ipt # Re ce Ipt Date Fee Description
Payment Check Payment
Method Number Amount
CHECK 1483 $50.00
Total $50.00
Am ou nt Paid Permit #
genpmtrreceipts Page 1 of 1
VORT
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
WA 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. 6
PERMIT NUMBER:
SITE ADDRESS:
.. ........ PROJECT NAME: -CONTRACTOR:
CONTACT PERSON:. PHONE: . .....
TYPE OF INSPECTION:
. . ...... . . . . . . . ..... . . ......... . . .......... . ...... . .......
F1 APPROVED
Inspector
[I APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
4 4! Date
__,/ - --- - ------- ------- - - ------------ - - ------
F1 NOT APPROVED
Call for re -inspection before
proceeding.
. ......... ........ .... . ....... . .... .
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.
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