HomeMy WebLinkAboutBLD07-016PERMIT # d ! (p
SCOPE OF WORK:
CITY OF PORT TOWNSEND
PERMITACTIVITYLOG
DATE RECEIVED:
DATE
ACTION
INITIALS
-2-/7/07
Entered into 'Y,1 M Ctt E T
ESA — to Planning -no evidence of ESA -
Vested Date
Checked for Completeness
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\\Bcd_permits\forms\BUILDING\Permit Activity Log.doc
Q°RTT°�ti BUILDING PERMIT
�a City of Port Townsend
wDevelopment Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-5095
Project Information Permit # BLD07-016
Permit Type Residential - Addition/Remodel Project Name ROOF REPAIR
Site Address 215 TAYLOR Parcel # 948307104
Project Description
Repair roof damaged in move
Names Associated with this Project License
Type Name Contact Phone # Type License # Exp Date
Applicant Uchitelle Aron
Owner Uchitelle Aron
Fee Information Project Details
Entered Bid Valuation 4,500 DOLI
Project Valuation $4,500.00
Building Permit Fee 111.25
State Building Code Council Fee 4.50
Technology Fee for Building Permit 5.00
Record Retention Fee for Building 5.75
Permit
Plan Review Fee 72.31
Total Fees $198.81
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. 1 further certify
that I am the owner of the property or authorized agent of the owner.
Print Name Date Issued:
Issued BY:
CITY OF PORT TOWNSEND
Building and Community Development
BILLING STATEMENT
A At
(Name)
(Address) (Date)
(Permit Number- if applicable)
REVISIONNUMBER:
(Phone)
$ REINSPECTION FEES (❑ R-2040 ❑ C-2041)
($47.00)
(g) PLAN REVISION FEE (❑ R-2030 ❑ C-2031)
($50.00/hour, minimum $25.00)
$ RESIDENTIAL T. C. O. INSPECTION (R-2020)
($97.00)
$ COMMERCIAL T. C. O. INSPECTION (C-2021)
($147.00)
$ SPECIAL INSPECTION (❑ R-2099 ❑ C-2098)
($47.00/hour, 1 hour minimum)
$ OTHER (❑
$
Revision Valuation
$
Original Permit Valuation
$
Total Valuation
(a) $
Fees due based on
Total Valuation (a--b+c)
(b) $
Building Permit Fee
(c) $
Plan Review Fee
(d) $
Previous Fees Paid (d=e+0
(e) $
Building Permit Fee
(f) $
Plan Review Fee
(9)$
Plan Revision Fee (g=a-d)
U C
TOTAL DUE $
Building and Permit Fees
THANK YOU!
Revised 116100 Wed perrnitslforms1BILLS72kT.doc
CITY OF PORT TOWNSEND
Building and Community Development
BILLING STATEMENT
(Name)
� y ?'.) (/-: , i - f->
(Address)
(Phone)
$ REINSPECTION FEES (❑ R-2040 ❑ C-2041)
($47.00)
$ (g) PLAN REVISION FEE (❑ R-2030 ❑ C-2031)
($50.00/hour, minimum $25.00)
$ RESIDENTIAL T. C. O. INSPECTION (R-2020)
($97.00)
$ COMMERCIAL T. C. O. INSPECTION (C-2021)
($147.00)
$ SPECIAL INSPECTION (❑ R-2099 ❑ C-2098)
($47.00/hour, 1 hour minimum)
$ OTHER(O
�7
(Date)
(Permit Number- if applicable)
REVISIONMAOER:
$
Revision Valuation
$
Original Permit Valuation
$
Total Valuation
(a) $
Fees due based on
Total Valuation (a=b+c)
(b) $
Building Permit Fee
(c) $
Plan Review Fee
(d) $
Previous Fees Paid (d=e+0
(e) $
Building Permit Fee
(fl $
Plan Review Fee
(g) $
Plan Revision Fee (mad)
`—UCJ
TOTAL DUE $
Building and Permit Fees
THANK YOU!
Revised 11610011Bcd permitsymms BI ISTUT doc
Roof Rafterf 2003 International Residential Code (01 NDS)1 Ver: 6.00.81
By: Leonard Yarberry, , City of Port Townsend on: 02-08-2007: 08:29:08 AM
Project: - Location:
Summary:
1.5 IN x 7.25 IN x 12.5 FT (aD- 24 O.C. / #2 - Douglas Fir-Larch (North) - Dry Use
Section Adequate By: 8.0% Controlling Factor: Section Modulus / Depth Required 6.97 In
Rafter Span Deflections:
Dead Load:
DLD-Interior=
0.14
IN
Live Load:
LLD-Interior=
0.36
IN = U416
Total Load:
TLD-Interior=
0.50
IN = U297
Rafter End Loads and Reactions:
LOADS:
RXNS:
Upper Live Load:
156 PLF
313 LB
Upper Dead Load:
63 PLF
125 LB
Upper Total Load:
219 PLF
438 LB
Lower Live Load:
156 PLF
313 LB
Lower Dead Load:
63 PLF
125 LB
Lower Total Load:
219 PLF
438 LB
Upper Equiv. Tributary Width:
UTWeq=
6.25
FT
Lower Equiv. Tributary Width:
LTWeq=
6.25
FT
Rafter Data:
Interior Span:
L=
12.5
FT
Eave Span:
L-Eave=
0.0
FT
Rafter Spacing:
Spacinq=
24.0
IN O.C.
Rafter Pitch:
RP=
0.0
:12
Roof sheathinq applied to top of joists-Top of rafters fully braced.
Notch Depth 0 Base:
NDbase=
1.50
IN
Live Load Deflect. Criteria:
U
240
Total Load Deflect. Criteria:
U
180
Rafter Loads:
Roof Live Load:
LL=
25.0
PSF
Roof Dead Load:
DL=
10.0
PSF
Roof Duration Factor:
Cd=
1.15
Slope Adjusted Spans And Loads:
Interior Span:
L-adi=
12.5
FT
Rafter Live Load:
wL-adi=
50
PLF
Rafter Dead Load:
wD-adi=
20
PLF
Rafter Total Load:
wT-adj=
70
PLF
Properties For: #2- Douqlas Fir-Larch (North)
Bendinq Stress:
Fb=
850
PSI
Shear Stress:
Fv=
180
PSI
Modulus of Elasticity:
E=
1600000
PSI
Stress Perpendicular to Grain:
Fc-perp=
625
PSI
Adjusted Properties
Fb' (Tension):
Fb'=
1349
PSI
Adjustment Factors: Cd=1.15 Cf--1.20 Cr=1.15
Fv':
Fv'=
207
PSI
Adjustment Factors: Cd=1.15
Design Requirements:
Controllinq Moment:
M=
1367
FT-LB
6.25 Ft from 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=
403
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:
Section Modulus (Moment):
Sreq=
12.16
IN3
S=
13.14
IN3
Area (Shear):
Areq=
2.92
IN2
A=
6.84
IN2
Moment of Inertia (Deflection):
Ireq=
28.83
IN4
1=
47.63
IN4
0 0
Roof Rafter( 2003 International Residential Code (01 NDS)1 Ver: 6.00.81
By: Leonard Yarberry , City of Port Townsend on: 02-08-2007: 08:29:08 AM
Project: - Location:
Summary:
1.5 1N x 7.25 IN x 12.5 FT (&, 24 O.C. / #2 - Douglas Fir -Larch (North) - Dry Use
Section Adequate By: 8.0% Controlling Factor: Section Modulus / Depth Required 6.97 In
Rafter Span Deflections:
Dead Load:
Live Load:
Total Load:
Rafter End Loads and Reactions:
Upper Live Load:
Upper Dead Load:
Upper Total Load:
Lower Live Load:
Lower Dead Load:
Lower Total Load:
Upper Equiv. Tributary Width:
Lower Equiv. Tributary Width:
Rafter Data:
Interior Span:
Eave Span:
Rafter Spacing:
Rafter Pitch:
Roof sheathing applied to top of joists -Top of rafters fully braced.
Notch Depth (a) Base:
Live Load Deflect. Criteria:
Total Load Deflect. Criteria:
Rafter Loads:
Roof Live Load:
Roof Dead Load:
Roof Duration Factor:
Slope Adjusted Spans And Loads:
Interior Span:
Rafter Live Load:
Rafter Dead Load:
Rafter Total Load:
Properties For: #2- Douglas Fir -Larch (North)
Bending Stress:
Shear Stress:
Modulus of Elasticity:
Stress Perpendicular to Grain:
Adjusted Properties
Fb' (Tension):
Adjustment Factors: Cd=1.15 Cf=1.20 Cr -1.15
Fv':
DLD-Interior-
0.14
IN
LLD -Interior-
0.36
IN = U416
TLD -Interior-
0.50
IN = U297
LOADS:
RXNS:
FT -LB
156 PLF
313 LB
63 PLF
125 LB
219 PLF
438 LB
V=
156 PLF
313 LB
At a distance d from right support of span 2 (Center Span)
63 PLF
125 LB
219 PLF
438 LB
UTWeq=
6.25
FT
LTWeq=
6.25
FT
L=
12.5
FT
L-Eave=
0.0
FT
Spacing=
24.0
IN O.C.
RP=
0.0
:12
NDbase=
1.50
IN
U
240
28.83
U
180
1=
LL=
25.0
PSF
DL=
10.0
PSF
Cd=
1.15
L-adi=
12.5
FT
wL-adi=
50
PLF
wD-adi=
20
PLF
wT-adj=
70
PLF
Fb=
850
PSI
Fv=
180
PSI
E=
1600000
PSI
Fc -perp=
625
PSI
Fb'=
1349
PSI
Fv'=
207
PSI
Adjustment Factors: Cd=1.15
Design Requirements:
Controlling Moment:
M=
1367
FT -LB
6.25 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=
403
LB
At a distance d from right 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=
12.16
IN3
S=
13.14
IN3
Area (Shear):
Areq=
2.92
IN2
A=
6.84
IN2
Moment of Inertia (Deflection):
Ireq=
28.83
IN4
1=
47.63
IN4
CITY OF PORT TOWNSEND
OVELOPMENT SERVICES DEPARTME*
City Hall, 250 Madison Street, Suite 3
Port Townsend, WA 98368
Phone: 360-379-5095 Fax 360-3444619
RESIDENTIAL BUILDING PERMIT APPLICATION
NEW CONSTRUCTION, REMODELS, & ADDITIONS
Property Street Address
I Zoning District Parcel # G LI S2 �J r 1� I
I Legal Description: Addition S,nbP 1S Block ---qi Lot(s) l D, not i'l'k
General Contractor's Name
Mailing Address
Phone Cell Phone
State License Number City Business License Number
Authorized Representative/Contact Person: n Phone: ?j 03F
ted Value of construction $ � C0
d By
Date Work is to Begin I • , D Date Work is to be Completed Ll 30 ` U
Scope of Work:
Please check all items that apply for the type of building permit you are requesting:
New House
Garage sq. ft:
Addition
New Garage or Carport
Unfmished Basement sq ft:
Repair/Remodel Garage
Repair/Remodel House
Decks sq. ft:
Accessory Dwelling Unit
Manufactured Home
Other (please describe):
Floor Area: the proposed structure is to be used for:
Finished Heated Space sq. ft:
Garage sq. ft:
Unfmished Heated Space sq ft:
Carport sq. ft:
Unfmished Basement sq ft:
Porches sq. ft:
Semi -Finished Basement sq ft:
Decks sq. ft:
Storage sq. ft:
Other (please describe):
PADSD\Forms\Building Forms\Application-Residential Building Perrnit.doc Page 1 of 2
0 9
CITY OF PORT TOWNSEND RESIDENTIAL BUILDING PERMIT APPLICATION t'
NEW CONSTRUCTION, REMODELS, & ADDITIONS
Site Area/Coveraec Information:
1. The total area of the property in square feet:
2. The total area covered by existing and proposed structures in square feet:
(total ground coverage from the outside of walls or supporting members)
Percentage of lot coverage: (2=1)
Impervious Surfaces:
Please provide the square footage of the roof area of the proposed and existing structures, and the square footage of the total area
covered by porches, walkways, patios and driveways. Do not include decks allowing drainage to earth below.
Proposed House Roofprint sq. ft:
Existing House Roofprint sq. ft:
Proposed Garage Roofprint sq. ft:
Existing Garage Roofprint sq. ft:
Proposed Porch/Walkway sq. ft:
Existing Porch/Walkway sq. ft:
Proposed Driveways sq. ft:
Existing Driveways sq. ft:
Other (describe):
Other (describe):
Total Proposed Impervious sq. ft:
Total Existing Impervious sq. ft:
Total Proposed + Existing sq. ft:
Percentage Impervious: *
(Impervious surface - lots . ft
*If total impervious surface is equal to or greater than 40% 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):
Installing Manufactured Home _Yes _U/ No I Year: I Make:
Was the manufactured home originally constructed within three (3) years of proposed 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 masonry blocks so that no more than one foot of the
perimeter foundation is visible above grade; and
3) Roof must be composed of composition, wood shake or shingle, coated metal, or a similar roof material; and
4) Title to the manufactured home must be eliminated as a condition of building permit approval.
PADSDTorms\Building Forms\Application-Residential Building Permit.doc Page 2 of 2
Site Plan
Interior & Exterior Wall Bracing (panel locations shown
on floor plan)
Drainage Plan (if 40% or more impervious)
Typical Wall Framing Details (section from foundation
through roof)
Foundation Plan
Elevations
Floor Plan
2003 WSEC* Compliance: Prescriptive_ Component _
Floor Framing Plan
WSEC Construction Checklist (Washington State Energy Code)
Roof Framing Plan
Other:
Installing Manufactured Home _Yes _U/ No I Year: I Make:
Was the manufactured home originally constructed within three (3) years of proposed 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 masonry blocks so that no more than one foot of the
perimeter foundation is visible above grade; and
3) Roof must be composed of composition, wood shake or shingle, coated metal, or a similar roof material; and
4) Title to the manufactured home must be eliminated as a condition of building permit approval.
PADSDTorms\Building Forms\Application-Residential Building Permit.doc Page 2 of 2
0 0
CITY OF PORT TO NSEND RESIDENTIAL BUILDING PERMIT 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?
2. Is the property within the Port Townsend Historical District?
3. Is the property located within or adjacent to an environmentally sensitive area?
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 identifying the utility extensions and
sites.
/
V
5. Have any special conditions been placed on this property, 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):
/
V
Subdivision/Short Plat/Boundary Line Adjustment?
SEPA (environmental review)?
Variance?
Conditional Use Permit?
Street Vacation?
Planned Unit Development?
Restrictive Covenant?
Easement?
6. Are any properties within 800 feet of the site owned or controlled by the applicant, any relative or
business associate, or any partnership, corporation, or other entity affiliated with the applicant? (If )es,
attach list.
7. Have any of the properties listed in item #6 been developed within the last two years? (If yes, attach list.)
8. Have you previously discussed this project with a City staff member? If yes, who and when?
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 rructure; 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\Application-Residential Building Permit.doc Page 3 of 3
CITY OF PORT TOWNSEND RESIDENTIAL BUILDING PERMIT APPLICATION
NEW CONSTRUCTION, REMODELS, & ADDITIONS
The undersigned hereby saves and holds the City of Port Townsend harmless from any and all causes of action, judgments,
claims, or demands, or from any liability of any nature arising from any noncompliance with any restrictive covenants, plat
restrictions, deed restrictions, or other restrictions which may have been established by parties other than the City of Port Townsend.
Port Townsend Municipal Code, Section 16.04.140, Vested Rights - Substantially Complete Building Permit Application:
applications for all land use and development permits required under ordinances of the city shall be considered under the zoning and
other land use control ordinances in effect on the date a fully complete building permit application, meeting the requirements dentified
in this section, is filed with the Development Services Department. Until a complete building permit application is filed, all
applications for land use and development permits shall be reviewed subject to any zoning or other land use control odinances which
become effective prior to the date of issuance of a final decision by the city on the application.
An application for a building permit shall be considered complete when an application meeting all of the requirements of
Section R105.3 of the International Residential Code, 2003 Edition, is submitted which is consistent with all then applicable
ordinances and laws. In addition, to be considered complete, such an application must be accompanied by complete applications for a
subsidiary land use or development permits needed, such as a complete shoreline management permit application and/or complete
applications for other discretionary permits required under the ordinances of Port Townsend. An application for a partial permit under
Section R105.3.1 of the International Residential Code, 2003 Edition, shall not be considered complete unless it meets all requirements
stated above and contains plans for the complete structural frame of the building and the architectural plans for the structure.
0,\" A'Ak.on Iq 2t90 �-
Signature of Applicant or Authorized Representative Date
For Official Use Only
PermQiQ.
'7 -- CI
Building Official ApprovaiIC4
Date Issued
Balance Due $
Date
Validation Stamp below:
Owner/Representative Signature
Date
P:\DSD\Forms\Building Forms\Application-Residential Building Permit.doc Page 4 of 4
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