HomeMy WebLinkAboutBLD08-175ULNG PE[IT
. City of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-5095
Project Information Permit # BLD08-175
Permit Type Residential - Addition/Remodel Project Name Install patio cover and enclosure.
Site Address 1550 THOMAS ST Parcel # 948317406
Project Description
Install patio cover and enclosure.
Names Associated with this Project License
Type Name Contact Phone # Type License # Exp Date
Applicant Eubank Trustee Lucinda
D
Owner Eubank Trustee Lucinda
D
Contractor Aawnings & Sunrooms O - STATE AAWNII*991D 03/20/2009
Of Distinction
Fee Information Project Details
Project Valuation $11,000.00 Sunrooms and Solariums
Building Permit Fee 172.00 Units: Heat Type:
Plan Review Fee 150.00 Bedrooms: 0 Construction Type: V - B
State Building Code Council Fee 4.50 Bathrooms: 0 Occupancy Type:
Technology Fee for Building Permit 5.00
Record Retention Fee for Building 10.00
Permit
Total Fees $ 341.50
Conditions
10. Property corner survey pins must be located at time of f000ting inspection to verify setbacks.
275 SQFT
* * * 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.
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 l am the owner of the property or authorized agent of the owner.
Print Name � � (� Date Issued: 08/07/2008
Sign a ,,�.. ..
Issued By: FRONTDESK
g "" '' Date' "0 Date Expires: 02/03/2009
CITY OF PORT TOWNSEND
PERMIT ACTIVITY LOG
PERMIT #L04-
___,_e 1-n-�L. ............ DATE RECEIVED
=
SCOPE OF WORK:
2? f/.") vt�- e
........... . .
.. ....................... . .. ......... . ..... .
DATE I ACTION
ENTERED INTO CH
ET
CA - to Planning
CHECKED FOR COMPLETENESS
;Flo- .... - .... .
.—A.
. . . .......
. . . ...... ........ . .
TELEPHONED
RETURNED YOUR CALL
PLEASE CALL
DWILL CALL AGAIN
CAME TO SEE YOU
WANTS TO SEE YOU
- No evidence
A
INITIALS
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 # D Sf/S Revision #
0WNER- �;,. r a I �0) 1 SITE ADDRESS:
Total Value of Revision: Impervious Surface Change? ❑ Yes
X No
Revisiotts 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 in issuing your revision. If your plans were stamped by a design
professional, all revision submittals require a stamp with a wet signature_ Be akNare that changes to the existing
approved plans may also requireyou 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.
OFFICE USE ONLY:
Submittal date: d d Two sets of plans for revision:
Approval of engineer of record (if original plans engineered): des [] No
I/
❑ NA
PADSMDepartment Forms\Building Foms\Application-Revision-doc
°sr?w 250 Madison Street, Suite 3
Port Townsend WA 98368
r Phone: 360-379-5095
m Fax: 360-344-4619
CHY01 �"I �'�,,"hlr,i.hiI: www.cityofpt.us
Project Address: Legal Description or Tax #): Office Use Ortiz
ISS�'fiFiCr/►1o► sip Addition:P rmit
Zoning: Block: 194 L,.. 8 17
Parcel # (��) 8 I ri eL Lot(s): s4 xWAssociated Permits:
f 5 3 a
Project Description:
S'iAUL PTiv CeV62 k C—:rJtra-E
➢ Applications accepted by mail must include a check for initial plan review fee of $150
➢ Seethe "Residential Building Permit Application
➢ Requirements" for details on plan submittal requirements. I Lender Information:
Property Owner:
Name: LyLINWA GV84 4W—
Address: 1SS0 ` f-IA0MykS ST
City./St/Zip: tT'
Phone: 3be — 329
Email:
Contact/Representative:
Name: 4�Ar4" z-
Address: 1L4 % ` nTAA- ei'u-fNe� Qd—
City/St/Zip:t � w-N %3,�z-
Phone: ( i
Email:w
o Same as Owner
Address: , rr "r r e r r.
City/St/Zip: Smarr,'% Z ` 22
Phone: 3CoD Y/ a7--z7
Emai! "sac " rc� ranee., /. e,-ly
State License #: ,?Exp:� 09
City Business License # Q 0 2 8�
Lender information must be provided for projects
over $5,000 in valuation per RCW 19.27.095.
Name: l'
Project Valuation: ,r
Building Information re ° t):
1 st floor y Tarlage:
2nd floor Deck(s):
3`d floor Porch(es): Z1�
Basement: Is it finished? Yes No
Carport: Other:
Manufactured Home U ADU U New
Addition Remodel/Repair L
Total Lot Coverage (Building Footprint):'
Square feet: 011 T 04 2-U
Impervious Surface:*
Square feet: 4600 * x
If an existing structure, what year was it
built? °W 4W Z1-_
Any known wetlands on the property? Y 0
Any steep slopes (>15%)? Y G
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 Port Townsend Municipal Code,
Print
Sign
Name:..
ature: Date:
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 # O a/'LL Revision #
0WNER—/,, W wi � �� �� � � �,a ,� ? �. SITE ADDRESS: 74 5-F
Total Value of Revision: $ Impervious Surface Change? ❑ Yes
X 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 in issuing 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 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.
Call 'cd
OFFICE USE ONLY:
,_.ttal date: _
Approval b of en engineer of Two sets of plans for revision:
g record (if original plans engineered): li 'es ❑ No ❑ NA
PADSMDepartment FormABuilding Forms\Appl ication-Revis ion. doc
wnings & Sunroos of Distinction, Inc.
`A Family Tradition Since 1928"
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(360) 681-2727
141 Timberline Dr. • Sequim, WA 98382
Reg, # AAWN11 *991 DA
LINDBE
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A R C H C" S
319 s. peabody, suite b; port angeles, wa 98362
360.452.6116 / fax 360.452.7064
Project., 44, Swewi -
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319 S. Peabody, Suite B., Port Angeles, WA 98362
360.452.6116 / fax 360.452.7064
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Project:N ,i,w m Project No.
Subject: y b
Date: AA Sheet of
------- 7u, .
SHEAR WALL SUMMARY
W L
H V
V/L
SW VH-WL/2,111,11 POST
HOLD DOWN
I/ALLOFIT/FIRMINFO/FORMS/SHEARWAL
A. PLYWOOD OR O.S.B. SHEAR WALLS
1, MAXIMUM SHEAR = 250 P.L.F.
USE %" SHEATING -ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 6"
O.C. FOR FRAMING, USE DF NO.2. PROVIDE %" DIAMETER ANCHOR BOLTS AT
32" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH
END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS.
2. MAXIMUM SHEAR = 315 P.L.F.
USE W SHEATING -ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 5"
O.C. FOR FRAMING, USE DF NO.2. PROVIDE %" DIAMETER ANCHOR BOLTS AT
32" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH
END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS.
3. MAXIMUM SHEAR = 375 P.L.F.
USE %" SHEATING -ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 4"
O.C. FOR FRAMING, USE 3X DF NO.2. PROVIDE %" DIAMETER ANCHOR BOLTS
AT 24" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT
EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS.
4. MAXIMUM SHEAR = 490 P.L.F.
USE %" SHEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 3"
O.C. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE
REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8"
DIAMETER ANCHOR BOLTS AT 32" O.C. MAXIMUM SPACING AT THE
FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE
FRAMING/SHEAR WALL PLANS.
5. MAXIMUM SHEAR = 560 P.L.F.
USE %" SHEATING -ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d `NAILS AT 3"
O.C. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE
REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8"
DIAMETER ANCHOR BOLTS AT 2 " O.C. MAXIMUM SPACING AT THE
FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE
FRAMING/SHEAR WALL PLANS.
6. MAXIMUM SHEAR = 685 P.L.F.
USE %" SHEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT
2 1/2" O.C. STAGGERED. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM
PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS.
PROVIDE 5/8" DIAMETER ANC14OR BOLTS AT 20" O.C. MAXIMUM SPACING AT THE
FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE
FRAMING/SHEAR WALL PLANS.
7. MAXIMUM SHEAR = 770 P.L.F.
USE %" SHEATING -ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT
2',C. b.STAGGERED. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM
PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH,ANCHOR BOLTS.
PROVIDE 518" DIAMETER ANCHOR BOLTS AT 18"O.C. MAXIMUM SPACING AT THE
FOUNDATION. FOR TIE DOWNS AT EACH END OF THE -WALL, SEE
FRAMING/SHEAR WALL PLANS.
8. MAXIMUM SHEAR = 870 P.L.F.
USE %" SHEATING -BOTH SIDE OF WALL. NAIL ALL EDGES WITH 88 NAILS AT
3 1/2" O.C. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE
REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4"
DIAMETER ANCHOR BOLTS AT 20" O.C. MAXIMUM SPACING AT THE
FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE
FRAMING/SHEAR WALL PLANS. '
9. MAXIMUM SHEAR = 980 P.L.F.
USE %" SHEATING -BOTH SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT
3" O.C. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE
REQUIRED, BOLT THROUGH BOTH PLATESWITH ANCHOR BOLTS. PROVIDE 3/4"
DIAMETER ANCHOR BOLTS AT 18" O.C. MAXIMUM SPACING AT THE
FOUNDATION, FOR TIE DOWNS AT EACH END OF THE WALL, SEE
FRAMING/SHEAR WALL PLANS.
10. MAXIMUM SHEAR = 1,200 P.L.F.
USE %" SHEATING -BOTH SIDE OF WALL. NAIL ALL EDGES WITH 10d FAILS AT
3" O.C. STAGGERED. FOR FIIRAMING, USE 3X DF NO.2. DOUBLE BOTTOM
PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS.
PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 14" O.C. MAXIMUM SPACING AT THE
FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE
FRAMING/SHEAR WALL PLANS.
11. MAXIMUM SHEAR = 1,540 P.L.F.
USE W SHEATING -BOTH SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT
2" O.C. STAGGERED: FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM
PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS.
PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 11" O.C. MAXIMUM SPACING AT THE
FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE
FRAMING/SHEAR WALL PLANS.
12. MAXIMUM SHEAR = 1,740 P.L.F.
USE 518" SHEATING -BOTH SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT
2" O.C. STAGGERED. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM
PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS.
PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 9" O.C. MAXIMUM SPACING AT THE
FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE
FRAMING/SHEAR WALL PLANS.
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CONSTRUCTION PROGRESS RECORD
CITY OF PORT TOWNSEND
Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
POST THIS CARD IN A SAFE CONSPICUOUS LOCATION, PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF
By THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE,
PARCEL NO. 948317406 PERMIT NO. BLD08-175 ISSUED DATE 08107/2008 EXPIRATION DATE 02f03/2009
ADDRESS 1550 THOMAS ST CONSTRUCTION TYPE V-13 OCCUPANT LOAD
OWNER EUBANK TRUSTEE LUCINDA D PROJECT DESCRIPTION Install patio cover and enclosure.
CONTRACTOR AAWNINGS & SUNROOMS OF DISTINCTION LENDER
INSPECTION INSP DATE COMMENTS INSPECTION INSP DATE COMMENTS
SETBACKS SURVEY PIN
FOOTING U
3-QUXDAT4QN-WA6k— A,)'
FLOOR FRAMING
4
ff07
9;
FRAMING
46ARJAW&L
INSULATION
MISCELLANEOUS
FINAL BUILDING
TO REQUEST AN INSPECTION CALL (360) 385-2294.
INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION.
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