HomeMy WebLinkAboutPermit D14-0209 - PAK RESIDENCE - SHED FOUNDATIONPAK RESIDENCE
5724 S PAMELA DR
EXPIRED
05/05/15
D14-0209
Parcel No:
Address:
Project Name:
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.gov
DEVELOPMENT PERMIT
7344000040 Permit Number: D14-0209
5724 PAMELA DR
PAK RESIDENCE
Issue Date: 7/18/2014
Permit Expires On: 1/14/2015
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
Address:
PAK JAE C+NANCY A LEE
5724 S PAMELA DR, TUKWILA, WA,
98178
JAE PAK
5724 S PAMELA DR , TUKWILA, WA,
98178
GREENZONE CONST & LNDSCPG LLC
332 BURNETT AV S, STE F13 , RENTON,
WA, 98057
GREENCL880NB
I
Phone: (206) 327-8544
Phone: (206) 355-7373
Expiration Date: 8/2/2014
DESCRIPTION OF WORK:
ADD AN ATTACHED SHED FOUNDATION.
Project Valuation: $4,000.00
Type of Fire Protection:
Sprinklers:
Fire Alarm:
Type of Construction: VB
Electrical Service Provided by: TUKWILA FIRE SERVICE
Fees Collected: $291.30
Occupancy per IBC: U
Water District: TUKWILA
Sewer District: TUKWILA SEWER SERVICE
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
2012
2012
2012
2012
International Fuel Gas Code:
WA Cities Electrical Code:
WA State Energy Code:
2012
2012
2012
Public Works Activities:
Chan nel ization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Volumes: Cut: 0 Fill: 0
Number: 0
No
Permit Center Authorized Signature:
Date:
I hearby certify that I have read and e mi ed this permit and know the same to be true and correct. All
provisions of law and ordinances gover this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development permit and agree to the conditions attached to this permit.
Signature:
Print Name:
Date:
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***BUILDING PERMIT CONDITIONS***
2: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
3: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
4: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop
drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings
shall be maintained on the site and available to the building inspector for inspection purposes.
5: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to
any requirements for special inspection.
7: All wood to remain in placed concrete shall be treated wood.
8: There shall be no occupancy of a building until final inspection has been completed and approved by
Tukwila building inspector. No exception.
9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap
the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks,
wells, and other excavations. Final inspection approval will be determined by the building inspector based
on satisfactory completion of this requirement.
10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy
can be obtained at City Hall in the office of the City Clerk.
11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
12: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is
placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice
shall be removed from spaces to be occupied by concrete.
13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an
approval of, any violation of any of the provisions of the building code or of any other ordinances of the City
of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other
ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction
documents and other data shall not prevent the Building Official from requiring the correction of errors in
the construction documents and other data.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
0201 FOOTING
0202 FOOTING DRAINS
0200 FOUNDATION WALL
0409 FRAMING
0401 ROOF SHEATHING
0412 UNDERFLOOR FRAMING
0413 WALL SHEATHING/SHEAR
CITY OF TU.> ILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Permit No. D JV- CVO
Project No.
Date Application Accepted: 07(a7 fr`1
Date Application Expires: 0077/5
(For office use only)
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
SITE LOCATION
Site Address:
Tenant Name:
King Co Assessor's Tax No.:
5724 S /(74;/a o e ad-tw
Jap pale
PROPERTY OWNER
Name: _lae, Pal_
Address: 57,24. s Pamidec Di
City: A1.t 1A) i let State: WA Zip.7 $1 %Y
CONTACT PERSON — person receiving all project
communication
Name: Jae, Pak
Address: 5 724 S e mil. i»e
City: i La State: e Zip:
'/ /
$ 178
Phone: ax:
266- 7-8s lit
Email: tin 7717 0 a m'la i l_ C m
v
GENERAL CONTRACTOR INFORMATION
Company Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Contr Reg No.:
Exp Date:
Tukwila Business License No.:
uite Number:
New Tenant:
Floor: /
❑ Yes ❑ .. No
ARCHITECT OF RECORD
Company Name:
Sire
Architect Name:,f%tyid sireQ %a ,.6
S �
Address: (14'3 IE Ret Jae/' Nt[1 AL
City: Q hi)
i ri d Q /.P'��ttat i r//4. Zip�I16
Phone:
353 - 3 ax:
SS �� �C
Email:
SirCO lnu4d, 0 2s/2. Com
ENGINEER OF RECORD
Company Name:
Engineer Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:
Address:
City: State: Zip:
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Revised: February 2012
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Page 1 of 4
BUILDING PERMIT INFORMA' ' — 206-431-3670
Valuation of Project (contractor's bid price): $ 0 UCH
Describe the scope of work (please provide detailed information):
Existing Building Valuation: $
Aid on a ea / Sl��
/.te4,0 //is_ 7/f/IP f{191 taAi ekA *
Will there be new rack storage? ❑ ....Yes
❑ ..No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1' Floor
14 31
a'q 9
2"d Floor
3rd Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): 6'49 9 Floor area of principal dwelling: / Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes 0 No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
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Revised: February 2012
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Page 2 of 4
PERMIT APPLICATION NOTES
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER 0RM3'WORIZED AGENT:
Signature:
Print Name: ^ �aQ pa.tg_
Mailing Address: S 724 5 Ain SA D j2
Day Telephone:
Date: ° it y 2 o/SLJ
264.- 327 - Z5 pit
�2 tat t44 *17f
City State Zip
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Revised: February 2012
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Page 4 of 4
PUBLIC WORKS PERMIT IN1 ,MATION — 206-433-0179
Scope of Work (please provide detailed information):
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ .. Tukwila ❑ ...Water District # 125
❑ .. Water Availability Provided
Sewer District
❑ .. Tukwila
❑ .. Sewer Use Certificate
Septic System:
❑ On -site Septic System — For on-si
❑... Highline
...Valley View ❑...Renton
.Sewer Availability Provided
is system, provide 2 copies of a current septic d
Submitted with Application (mark boxes ich apply):
❑ .. Civil Plans (Maximum Paper Size — 2
❑ .. Technical Information Report (Storm Drai
❑ .. Bond ❑... Insurance ❑...
34")
❑ ... Geotec
ement(s) ❑...Mai
Proposed Activities (mark boxes that apply):
❑ .. Right-of-way Use - Nonprofit for less than 72 hours
❑ .. Right-of-way Use - No Disturbance
❑ .. Construction/Excavation/Fill - Right-of-way ❑
Non Right-of-way ❑
❑ .. Total Cut
❑ .. Total Fill
❑ .. Sanitary Side Sewer
❑ .. Cap or Remove Utilities
❑ .. Frontage Improvements
❑ .. Traffic Control
❑ .. Backflow Prevention - Fire Protectio
Irrigation
Domestic
cubic yards
cubic yards
❑ .. Permanent Water Meter Size
❑ .. Temporary Water Meter Si )
❑ .. Water Only Meter Size....
❑ .. Sewer Main Extension.. Public ❑
❑ .. Water Main Extensio Public ❑
❑..
❑... Renton
attle
approved by King County Health Department.
al Report
e Agreement(s)
❑ .. Traffic Impact Analysis
❑ .. Hold Harmless — (SAO)
❑ .. Hold Harmless — (ROW)
Right-of-way Use - Profit for less than 72 hours
...Right-of-way Use — Potential Disturbance
Work in Flood Zone
❑ torm Drainage
don Septic Tank
urb Cut
... Pavement Cut
... Looped Fire Line
FINANCE INFORMA
Fire Line Size at Pro Line
❑ .. Water ❑ .. Sewer 0 .. Sewage Treatment
Monthl Servic : illin to:
Name:
El...Grease Interceptor
❑... Channelization
0... Trench Excavation
O... Utility Undergrounding
WO # (2) " WO (3) " WO #
WO# (2) " WO# (3) " WO#
WO # ❑ .. Deduct er Meter Size
Private ❑
Private ❑
Number of Public Fire Hydrant(s)
59
Day Telephone:
Mailing Address:
Water Meter Refund/Billing:
Name:
Mailing Address:
City
State
Zip
Day Telephone:
City
State
Zip
H:Wpplications\Forms-Applications On Line\2012 Applications\Pennit Application Revised - 2-7-12.docx
Revised: February 2012
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Page 3 of 4
DESCRIPTIONS
PermitTRAK
Cash Register Receipt
City of Tukwila
ACCOUNT QUANTITY
PAID
$181.64
D14-
2+
Address: 5724 PAF
DR Apn:7344000040
$181..64
DEVELOPMENT
$173.20
PERMIT FEE
R000.322.100.00.00
0.00
$168.70
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$8.44
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R2632
R000.322.900.04.00
0.00
$8.44
$181.64
Date Paid: Friday, July 18, 2014
Paid By: CHIH S LEE
Pay Method: CHECK 1171
Printed: Friday, July 18, 2014 2:54 PM 1 of 1
SYSTEMS
rILA 40,4
44.
Cash Register Receipt
City of Tukwila
DESCRIPTIONS
ACCOUNT
QUANTITY
PAID
109.66
$109.66
$109.66
$109.66
$109.66
PermitTRAK
D;
4-0209 Address: 5724 PAMELA DR
Apn: 7344000040
DEVELOPMENT
PLAN CHECK FEE
TOTAL FEES PAID BY RECEIPT: R2536
R000.345.830.00.00
0.00
Date Paid: Monday, July 07, 2014
Paid By: CHIH S LEE
Pay Method: CHECK 1169
Printed: Monday, July 07, 2014 12:25 PM 1 of 1
SYSTEMS
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451
�' - o2 gi
Pro t: Pr Cc SA ice
-Type
of Innspectio0:
0`�
r-, p3
,N,4i
Address
S 24 PA t.JA .
Date Called:
Special Instructions:
bate Wanted: ` `
(t)
1 a rm.
( p.m.
Requester:
Phone No:
LJApproved per applicable codes.
Corrections required prior to approval.
COMMENTS:
to P.-C. ! vi 1.rS
,) P.. A C__Ar4 i Ell -
i As '2u i an
N s m oepeJ&r h) r Stku
' -3 Oee 6 se A -I P
p(Mr j Or Mt
v\P.0 4:at--vJ f .1, A-e)
Date:
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INS N N ?. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451
114 -oloi
Project• /� j_ QQ � A � /�
t�QSf �/`Y��'��V
Type inspection:
i ,
Addre
p
Date Called:
Spec.ai Instructions:
ate Wanted() ��—
P.m.
Requester:
PhoZ ILL,.a
'�?.
„l
DApproved per applicable codes. corrections required prior to approval.
COMMENTS:
t A ��FI.1 iz. • -e ', c.- --� M ,�Th-
l
q - -Ar 1 I e r v <_K
C ! fn c` 0 A- S 1 S >i'
�11
1- l 0 c't)v(,A `,.7-2) to 4
t
AM,n ._r,0 v Ai(
r\3M(`! L cR P
S c 0 ; e ,.A -A keA ) Jse /L/.
Au S i a.'re i'rM: C g
S � r F
l �.Nv (('� �'A , ra) -
j J 'i� S Q C... W 1 l .�. �
,,a
0k IS, i` Uu�( l) pIjM
Res c,E�.e ,Ae I ^ 7 Lie'�JJ(
Date;/ �(-
REINSPECTION FEE QUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
ABBREVIATIONS
VICINITY MAP
ACT• J
A.F.F.
CLG
CMU
COL
COUNT
CPT
ACOUSTICAL CIO TILE
AABOVE FINISHED FLOOR
BLOCKING
CLEAR [CLEARANCE
CONCRETE MASONRY UNIT
COLUIAN
CONORETE
CONTINUOUS
CARPET
DET DETAL
DDIM DIMEN G0N
ELEC ELECTRICAL
EQ EQUAL
F O.I.C. FURN BY OWNER
INST BY CONTRACTOR
F.0J.0. FURN BY OWNER
FT ITT Y OWNER
FURN FUGA
RNISH
G.C. GAUGE
GENERAL CONTRACTOR
GWB GYPSUM WALL BOARD
HHM�( HOLLOW METAL
HT" HEIGHT
SYMBOLS
IN
INST
MArL
MANUF
MECH
MIN
R
N/A
NO
NTS
C.
P-
TDB
REINF
RREEQ'D y
SCHED
SIM
SQ
SUSP
SV
TEMP
VVCT
INCH
INSTALL
MANUFACTURER
MECHANICAL
MOISTUREUM
MRESISTANT
NOT APPLICABLE
NONOTIN CONTRACT
BER
NOT
CENTER
PLASTIC LAMINATE
PRESSURE
PRI TREATED
RENFORCE OREN REIT
REQUIRED
SION
soli 1 LE
SIMIR
SQUARE
SUSPENDED
SHEET VINYL
TEMPERED
TYPICAL
VINYL COMPOSI11ON TILE
BUILDING SECTION INDICATOR
veilr WALL SECTION INDICATOR
DETAL INDICATOR
B EXHAUST FAN
® SMOKE DETECTOR
AGENCY CODE REVIEW
L. WALL TYPE IIDICATOR
O DOOR INDICATOR
❑ ROOM NUMBER
O WINDOW INDICATOR
Q FINISH INDICATOR
1
1
BUILDING CODE: SEATTLE RESIDENTIAL CODE 2009 ED.
ENERGY CODE WASHINGTON STATE ENERGY CODE 2009 ED.
A. OCCUPANCY GROUP:
1. EXISNNG BUILDING: R-3
2. NEW ADDITION R-3
B. CONSTRUCTION TYPE:
1. EXISTING BUILDING:
VB
VB
C. ENERGY CODE: SEE SIT A-0.2
FILE COPY
Permit No. plat' 020 9
Plan review approval is subject to errors and omissions.
Approval of construction documents does not authorize
the violation of any adopted code or ordnance. Receipt
of approved Field Copy and conditions is admowledged:
By:
Date:
City of Tukwila
BUILDING DIVISION
REVISIONS
No changes shall bemade to the scope
of work without prior approval of
+....;r. j FIT 1"ling Division.
t« 7� :..,,. son.
''C-,1Jii ! c;=lire a new plan submittal
•�_ r • ; -., .:d- arid: ionai _ _ plan review fees.
�_= PERM1,�I
_t ..:: ED FOR:
I P.pVChanicaI
IrEIectrical
Ei^;lumbing
rirC s Piping
Tukwila
DIVISIO
14-0'
r
��
L
NEW ADornoNs
TTO
6020
PROPERTY uNE TYP.
+e.-O' HT.
a
-0'
1.4
ii
FRONT YARD SE1SACK
3d-e'
PLANNING APPROVED
No changes can be made to these
plans without approval from the
Planning Division of DCD
Approved Bp -
Date: — —S�--i
NORTH
SITE PLAN
DOSING PAVED CI WEWAY
TO ,w A-220So.FE
70.00
PAMELA DRIVE S.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL 1 1 2014
City of Tukwila
BUILDING DIVISION
LEGAL DESCRIPTION
RIVERSIDE PARK ADDITION
ASSESSOR PARCEL NO. 734400-0040
5724 PAMELA DRIVE SOUTH TUKWILA, WA
AREA OF LOT: 6,516 SQ. FT.
LOT COVERAGE CALC.:
AREA OF LOT:
AREA OF EXISTING HOUSE
AREA OF NEW ATTACHED SHED ADD.:
AREA OF NEW COVERED PATIO:
TOTAL BUILDING FOOTPRINT:
TOTAL LOT COVERAGE
4616 80. FT.
1,578 SQ. FT.
300 SQ. FT.
380SQ. FT.
2,238 SQ. FT.
34 Si
IMPERVIOUS AREA CALC.:
AREA OF LOT
AREA OF EXISTING HOUSE
AREA OF NEW ATTACHED SHED ADD.:
AREA OF NEW COVERED PATIO
TOTAL BUILDING FOOTPRINT:
AREA OF EXISTING PAVED DRIVEWAY:
AREA OF EXISTING WALKWAY:
TOTAL IFERVIOIUS AREA:
AREA SUMMARY
6,618 SO. FT.
1,578 SQ. FT.
300 SQ. FT.
360 SQ. FT.
2,238 SQ. FT.
650 SQ. FT.
200 SQ. FT.
3.088SO. FT. -47%
AREA OF E>OS1M0 GARAGE:
TOTAL C051140 FLOOR Wk.
AREA O► MI ATTACHED ORD ADDS
AREA OF 1!W 00411111 PAM
TOTAL NM /mown
ILI-- 0107
SHEET INDEX
eo0 So. FT.
$0e0 90. FT.
50IF
aeo sn FT.
RECEIVED
CITY OF TUKWILA
JUL 072014
PERMIT CENTER
A0.1 SITE PLAN & PROJECT DATA
A1.0 FOUNDATION PLAN
A1.1 MAIN FLOOR PLAN
coip
STRUCTURAL NOTES
The following apply unless shown otherwise on the pions.
1. All materials and workmanship shall conform to the requirements of the
drawings, specifications, and the Seattle Residenttd Code 2009 Edition
2. Structural drawings shall be used M con7unction with architectural drawings
for bidding and construction. Contractor shall verify dimensions and
conditions for compatbility and shall notify Architect of any discrepancies
prior to construction.
3. Typ. anchor bolt size: 5/8" diameter x 10" A.B. 0 32" o.c.
5. Concrete shdl consist of 6 std sacks cement per cu yard, and shall
attain a 28-day strength of f c = 2500 psi. All concrete exposed to
weather shall be air -entrained with an air -entraining agent conforming to
UBC Standards. The amount shall be 4% + 1% by volume.
6. Reinforcing steel shill conform to ASTM A615-76A, Grade 40, fy - 40,0000
psi. Column ties shall be Grade 40, fy = 40,000 psi. Spiral
reinforcements shdl be plain wire conforming to ASTM A615, Grade 40, fy =
40,000 pal. Welded wire mesh shall conform to ASTM A-185.
7. Reinforcing steel shall be detailed (including hooks and bends) in accordance
with Ad 315-83 and 318-83. Lap all continuous reinforcement 30 bar
diameters or 2'-0" minimum. Provide Comer bars at all wall intersections.
Lap corner bars 30 bar diameters or 2'-0" minimum. Lap adjacent mats of
welded wire mesh one full mesh at sides and ends. No bars partially
embedded in hardened concrete shall be field bent unless specifically so
detailed or approved by Structural Engineer.
8. Concrete protection (cover) for reinforcing steel shall be as follows:
Footings and other unformed surfaces, earth face 3"
Formed surfaces exposed to earth (Le. wills below ground or weather
Column
or lager) 2" (#5 bars or smaller 1 1/2
Column ties or spirals and beam stirrups 1 1/2"
--
9. Provide the fdiowing minimum separations between wood and earth as
Floor joist to earth: 18"
Wood to earth: 1' above cons, 6" above earth
Beam to earth: 12"
Top of foundation to earth: 6"
Indvidud conc. piers: 8" individual conc. piers shdl project 8" mks above
grade or pressure -treated posts shall be used.
11. Framing lumber shall be graded and marked in conformance with WCI.8
Standard Grading Rules for West Coast Lumber No. 16, latest edition.
Furnish to the following minimum standards:
Joists (including 2 x 6 and lager members): Hem -Fir No. 2 or Douglas
Fir No. 2, minimum basic design stress, Fb = 1,000 psi used as
studs and plates).
Beans and stringers: Douglas fir No. 1, minimum basic design stress, Fb
= 1,350 psL
Posts and timbered Douglas Fir No. 1, minimum basic design stress, Fc
= 1,000 psL
Studs, Plates and Miso. Light Fronting: Douglas Fir or Hem -Fir standard
Top and Bottom Plates at Bearing walls: Douglas Fir construction grade.
12 Prefabricated open web wood trusses (or combination wood and metal) shall
be designed by the manufacturer for the spans and conditions shown on the
plans and shall be furnished and installed in conformance with the
manufacturers published specifications. All necessary bridging, blocking,
pre -notched plates, etc., shall be detailed and furnished by the
manufacturer. Submit shop drawings and design calculations (complete with
stress diagrams) to the Architect and Structural Engineer for review prior to
fabrication. Design submittals shall bear the Stamp of a Registered
Professiond Engineer, State of Washington. Permanent and ternporory
bridging shall be instilled in conformance with manufacturer's specifications.
13. Plywood sheathing shill be graded C-0, exterior glue or structural II exterior
glue in conformance with UBC Standards. See plans for thidaiess,
panel identification index and nailing requirements.
14. Wood framing details not shown otherwise shall be constructed to the
minimum standards of the UBC. Minimum nailing, unless otherwise noted,
shall conform to the UBC.
15. All wood plates and blocking In direct contact with concrete shall be pressure
treated with an approved preservative. Provide two layers of asphalt
impregnated building paper between untreated wood and concrete. Provide
corrosion-resisait fasteners and hardware for di pressure -treated lumber.
16. Notations on drawings relating to framing dips, joist hangers and other
connecting devices refer to catalog numbers of connectors manufactured by
the S npson Strong -Tile Company, San Leandro, CA. Equivalent devices by
other manufacturers may be substituted provided they have ICBO approval
for equal load capacities.
17. Contractor shdl provide temporary bracing for the structure and structural
components until di final connections have been completed in accordance
18. Contractor shdl be responsible for di safety precautions and the methods,
techniques, sequences or procedures required to perform his work.
21. All structural systems which are to be composed of components to be field
erected shall be supervised by the supplier during manufacturing, delivery,
handling, storage and erection in accordance with instructions prepared by
22.a ootingsssshd Ig� on slid undisturbed earth at least 18" below lowest
24. Design criteria:
Floor Live Load: 40 psf
Roof Live Load: 25 psf
IRC Seismic Design Category D2.
_L
11'-to'
EXISTING
HOUSE
L
1
1
L.
e-r
L
O le" a.C. TIP.
11
I
24"x24'x12. CONC.
AS MOAN
L
PEN PADS TIP.
L
REVIEWED FOR
ODE COMPLIANCE
APPROVED
JUL 11 2014
City of Tukwila
BUILDING DIVISION
J
ECEIVED
CIT OF TUKWILA
IrlUL072014
PERMIT CENTER
1
1
(1,*
saC
w
DC
e•-
31'-11'
s'-a' 6'-0'
GENERAL NOTES:
1. All work to comply with International Residential
All work to comply with Washington State Energy
Reference WSEC 104.2
2. Foundation ventilation: 1/150 crawlspace area per SRC
3.
5.
6.
14.
Application and installations of insulation and vapor barriers shall comply
with State of Washington thermd insulation standards.
Attic ventilation: 1/150 of attic area or 1/300 if between 50% and 80% of
vents are minimum 3' above plate line C. R806.2
Attic access min. 22. x 30' with min. 30' headroom, unobstructed, readily
accessible opening. SRC R807.1.
Glazing in compliance with SRC R308 and
Washington State Safety Glass Law. Exceptions are as outlined
In SRC R308.
15. Glazing In locations subject to human impact such as glass on doors,
gylIazing within a 24' arc on either side of a door opening, glazing closer than 18'
to a floor, shower doors, and tub enclosures shall be wire reinforced,
tempered glass, laminated safety glass or shatter resistant plastic. SRC R308.4.
16. Sliding glass doors to be safety glazing, laminated, or tempered glass. SRC R308.4.1.
18. Glazing within 18" of floor and greater than 9 sq. ft. in area shall
comply with impact loads. See plans. SRC R308.4.3.
19. All exterior wall glazing shall be double glazed and comply with State of
Washington Energy Code.
20. ROOFlNG:
a. Apply roofing in accordance with SRC.
b. Provide attic ventilation as indicated on roof framing plans.
STRUCTURAL NOTES, CONTINUED:
25. Braced Wall Requkemente:
Exterior braced walls:
Method no. 3 per R60210.3: 15/32" cdx plywood sheathing instilled per table R6023(3)
80 common naffs 0 6' o.c. di panel edges and 12' o.c. all intermediate members
Length of braced walls shall be not less than 55% of overall wall length with excepted redu •
of 0.9 If maximum opening height does not exceed 85% of wall height per R60210.5, which
equals an overall length of braced panels to be 49.5% of overall wall length.
Minimum exterior braced wdi length shall be 36 inches, except for 24' width corner pawls per exception no. 1 of R602.10.11, two 24' width panelscorner
at the attached per Detain I
no. 8 of sheet A-3.
All panel joints to be secured to 2x solid blocking. Sit plates shall be fastened to floor
framing and top plates shall be connected to framing above per Table R602.3(1).
Interior braced walls:
Method no. 5 per R602.10.3: 1/2' gypsum board each side of 2x4 studs 0 16" o.c. and
fastened with 1-1/4' screws, type W or S, or 1-1/Y galvanized roofing naffs O 4' o.c. at
panel edges and 7' o.c. at intermediate members.
Minimum Interior braced wall length shall be 48 inches.
Floor joists pardiel to the top plate shall be toe -naffed to the top plate with 16d naffs 0
6 inches o.c. max. Top plates shall be face -nailed with at least 8 16d naffs on each side
of splice.
EXISTING
HOUSE
t,els sa Fr.
uK Iiea/JAvo,--P Spa C-& o w/y
II t// N% cpa L ''
•
N01e NA1OWD AREA of WALLS
HHICA1E ORACED WALL PANEL
TSP. AS SHOWN
NEW ZO ate• 0.C. EXiQ+IOR WALL
FOR SHED ENCLOSURE
0
r
4R10 OFf2Ta
NEW ATTACHED
SHED
AREA _ 300 SO. Fr
b
REVIEWED FOR
BODE COMPLIANCE
APPROVED
JUL 1 1 2014
City of Tukwila
BUILDING DIVISION
R CEIVEc
CITY F TUKWILA
JUir 0 7 2014
PERMIIT CENTER
JLj
SHEET 'mesa
♦ I I
14-O'
Z10 el.0a010 O EA. TRUSS TP. KW ROOF C01NRl4
LNE OF EASING
NOUSE
IMP. NEW ROOF CONSTR.
206 CEDAR FASCIA
TP. O RAIE
CONT. MIL GUTTER
OVER 203 CEDAR
FASCIA
BEVEL SONG
70 MA1 l OWING
UE OF BRACED
WAIL SECION
SEE PLANS
FN. FLOOR
K GRADE
BRACED WALL
PER PLAN P
PANEL
Mr-
ASPHALT COIp. SINGLE ROOFWG
16/_FELT
1/2' CDX PLYWOOD SEAMEN
203 ROOF RAFTERS 0 24"
1/2' G� 0 NIERIOR CEEi1G 0.0.
BB
DIMING EXTERIOR WALL CONSI%
TO MAIN TIP.
EKING GARAGE FLOOR CONS*
TO REMAIN
aP.T. BOLI' OIE$2' QC. W/ 6 Alm
EPDXY INTO CONC. FOUNDAA011
_ir
NOTE PROVIDE 6 MIL VI$0. N CRAI .SPACE
UP 1Y O SEAMS AND EXTEND UP WAILS TO PL
SECTION ® ATTACHED SHED
TYP. EIMOR WALL CON:
{MAMA EBILL ma PNl B' N= NOU
SONO PER BEVAIION
FELT
1 CDX PLYWOOD WANING
SONS • ur O.C.
R-21 BATT NSUL
1/2GWS O INTERIOR
TEP. NEB ROOK 00113711e
FIN. FLOOR PER PLAN
3/4' COX PLYKOD SUNLOOR
T -(0 PLAN RJOISTS )
tor GM 0 BREHM CEILING
P.T. 206 SLL PLATE W/
6/8' X 10* A.B. O 4-0' 0.C. TP.
NEW RENF. OONC. FONmA1ION PER PREVIOUS
BUILDING PEWIT
POW. ORAN 'NE N
GRAIL FLL
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL 1 1 2014
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
JUL 0 7 2014
PERMIT CENTER
1
t
Of
H
1
Y!
iv!
SHEET 16ABER
A f1
City of Tukwila
Department of Community Development
4/1/2015
JAE PAK
5724 S PAMELA DR
TUKWILA, WA 98178
RE: Permit No. D14-0209
PAK RESIDENCE
Dear Permit Holder:
Jim Haggerton, Mayor
Jack Pace, Director
In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric
Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null
and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 5/5/2015.
Based on the above, you are hereby advised to:
1) Ca11 the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire.
Address your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 5/5/2015, your permit will become null and void
and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
�QP �
Bill Rambo
Permit Technician
File No: D14-0209
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT. NUMBER: , D14-0209
PROJECT NAME: PAK RESIDENCE
SITE ADDRESS: 5724 S PAMELA DR
X Original Plan Submittal
_ Response to Correction Letter #
DATE: 07/07/14
Revision # before Permit Issued
Revision #
after Permit Issued
DEPARTMENTS:
-7-6mq
Building Division .
Z1C,k4k.P 01011 19
Public Works
NIA 01:�'
ireePrevention at
Structural
0,01,1
Planning Division ig
Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval/review required)
REVIEWER'S INITIALS:
DATE: 07/08/14
Structural Review Required
DATE:
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
Approved with Conditions
Denied
(corrections entered in Reviews) (ie: Zoning Issues)
DUE DATE: 08/05/14
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
Greenzone Const & Lndscpg LLC
Page 1 of 2
0 Washington State Department of
Labor & Industries
Greenzone Const & Lndscpg LLC
Owner or tradesperson
NGO, Al THI
Principals
NGO, Al THI, PARTNER/MEMBER
LE, NATHAN T, DIRECTOR
Doing business as
Greenzone Const & Lndscpg LLC
WA UBI No.
603 221 133
332 Burnett Ave S Ste F13
RENTON, WA 98057
206-355-7373
KING County
Business type
Limited Liability Company
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
Meets current requirements.
License specialties
GENERAL
License no.
GREENCL880NB
Effective — expiration
08/02/2012— 08/02/2014
Bond
Developers Surety & Indem Co
Bond account no.
663290C
$12,000.00
Received by L&I Effective date
10/10/2013 10/10/2013
Expiration date
Until Canceled
Bond history
Insurance
Truck Ins Exchange
Policy no.
605834604
$300,000.00
Received by L&I Effective date
05/16/2014 04/29/2014
Expiration date
04/29/2015
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603221133&LIC=GREENCL880NB&SAW= 07/18/2014