HomeMy WebLinkAboutPermit D17-0335 - TDANG RESIDENCE - REMODELTDANG REMODEL
13534 35 AVE S
D17-0335
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
8864000035
13534 35TH AVE 5
TDANG REMODEL
DEVELOPMENT PERMIT
Permit Number: 017-0335
Issue Date: 1/19/2018
Permit Expires On: 7/18/2018
Owner:
Name:
Address:
Contact Person:
Name:
Address:
DUNHAM J D
13534 35TH AVE S , SEATTLE
WASHINGT, WA, 98168
CODY DAKAN
1622 NE 179TH ST, SEATTLE, WA,
98155
Phone: (206) 432-1111
Contractor:
Name: JIN'S REMODELING LLC Phone: (206) 327-7673
Address: 5256 119 AVE SE , BELLEVUE, WA,
98006
License No: JINSRRL846LL Expiration Date: 6/13/2018
Lender:
Name: OWNER FINANCED
Address:
DESCRIPTION OF WORK:
INTERIOR ALTERATIONS TO AN EXISTING SINGLE FAMILY HOME. RELOCATION OF DINING ROOM WALL, TO
CREATE NEW LAUDNRY ROOM. REMODEL OF MASTER BATH TO ALLOW FOR AN ADDITIONAL CLOSET.
INSTALLATION OF LOAD BEARING HEADER OVER NEW CLOSET DOORWAY. REMOVAL OF SHED ROOF COVER IN
THE BACK OF THE HOUSE.
Project Valuation: $26,164.96
Type of Fire Protection: Sprinklers: NO
Fire Alarm: NO
Type of Construction: VB
Electrical Service Provided by: TUKWILA
Fees Collected: $1,098.67
Occupancy per IBC: R-3
Water District: 125
Sewer District: VALLEY VIEW
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
International Fuel Gas Code:
2015
2015
2015
2015
2015
National Electrical Code:
WA Cities Electrical Code:
WAC 296-46B:
WA State Energy Code:
2017
2017
2017
2015
Public Works Activities:
Channelization/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
Permit Center Authorized Signature:
Imp
Date:
1 hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing 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:
11/22(
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: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to
any requirements for special inspection.
6: All wood to remain in placed concrete shall be treated wood.
7: There shall be no occupancy of a building until final inspection has been completed and approved by
Tukwila building inspector. No exception.
8: 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.
9: 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.
10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the
City of Tukwila Building Department (206-431-3670).
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.
14: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center (206/431-3670).
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
0201 FOOTING
0409 FRAMING
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
iwww .Tuh. vita A.spy.'
Project
...........................
Date Application Accepted I t
Jute Apph-thatlon Expires _ .
(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**
>�iTELtCA`�'�Ql
Site Address: 13534 35th Ave S, Tukwila, WA 98168
Tenant Name: i "WWI d' i g 041
.............................................
................................................
...............................................
PRO'ERT OWI+TE
Name: RST REAL ESTATE LLC CO
Address: 13534 35th Ave S
City: Tukwila
State: WA
Zip: 98168
nx#i�atiori::
.................................
Name: Cody Dakan
Address: 1622 NE 179th St
City: Seattle
State: WA
Zip: 98155
Phone: (206) 432-1111 Fax:
Email: cody@yendes.com
GENERAL:CONT Afx'I'OR 1NFORMM1O >
............................................................................................................
..........................................................................................................
Company Name: Owner
Address:
City:
State: Zip:
Phone: Fax:
Contr Reg No.: Exp Date:
Tukwila Business License No.:
HAApplications\Forms-Applications On Line \2011 Applicalions\Permit Application Revised- 0-9-11.docx.
Revised: August 2011
bit
King Co Assessor's Tax No.: 886400-0035
Suite Number: Floor:
New Tenant: ❑ Yes ❑ ..No
ARCHITECT .OFRECORD «
...................................................................
Company Name: n/a
Architect Name:
Address:
City:
State: Zip:
Phone:
Fax:
Email:
RNG�N�CR4�Rc, +CCiRn»
................................................................
Company Name: n/a
Engineer Name:
Address:
City:
State: Zip:
Phone:
Fax:
Email:
I:INDERI 3OND ISSUER (required for pi'okeGts SS,�OtI Qr
greater per'RCW 19 21 095)
Name: Owner Financed
Address:
City:
State: Zip:
Page 1 of4
B ILDINGTERMIT INFORMATI 1 064131:=3674:::::
..........................................................................................................................
.........................................................................................................................
Valuation of Project (contractor's bid price): $ 25,000
Existing Building Valuation: $ 230,000
Describe the scope of work (please provide detailed information):
Interior alterations to an existing single family home. Relocation of dining room wall, to create new laundry room. Remodel of
master bath to allow for an additional closet. Installation of load bearing header over new closet doorway. Removal of shed roof
cover in the back of house.
Will there be new rack storage? ❑ Yes
. No If yes, a separate permit and plan submittal will be required.
rovide.i Building Arcas; in Square > na age BeYo v
Irit�nor Remodel:.:
' fdittt fttt�:;
ExistiI
...a trnic:tnre:
Consiruction:per _
IBC
OCGu pa :nck`.i;ver
P::.
IBC
1,400
954
0
0
V
SF
3rd riOCkt
.....................
......................
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.........................
ager
>Mces5O ry Stu Lute*
...........................................
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eli& Ga:1
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<:Detalied:arae.
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Attached Car
....:...................
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4)00;0rar
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fjeek
>Lliica�e>rj3�Gk
a
104
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) 1,409
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): 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 Q No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers 0 Automatic Fire Alarm ® None 0 Other (specify)
Will there be storage or use of flammable; combustible or hazardous materials in the building? 0 Yes E 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
0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Wpplications\Fonts-Apel icatious On Lute\2011 Applications\Penuit App lies lion Revised - 0-9-11.docx
Revised, August 2011
tilt
Page 2 of 4
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Scope of Work (please provide detailed information):
Call before you Dig: 811
Pleaserefer to Public Works Bulletin #1 for fees anti estimate sheet
Water District
9 ...Tukwila 9 ...Water District #125
❑ ...Water Availability Provided
Sewer District
❑ ...Tukwila
9 ...Sewer Use Certificate
❑ ...Valley View
❑ ...Sewer Availability Provided
❑ .. Highline
❑ .. Renton
❑ .. Renton ❑ .. Seattle
Septic System:
9 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department.
Submitted with Application (mark boxes which apply):
9 ...Civil Plans (Maximum Paper Size — 22" x 34")
9 ...Technical Information Report (Storm Drainage)
9 ...Bond ❑ .. Insurance 9 .. Easement(s)
Proposed Activities (mark boxes that apply):
9 ...Right-of-way Use - Nonprofit for less than 72 hours
❑ ...Right-of-way Use - No Disturbance
9 ...Construction/Excavation/Fill - Right-of-way 9
Non Right-of-way ❑
9 ...Total Cut cubic yards ❑ .. Work in Flood Zone
9 ...Total Fill cubic yards ❑ .. Storm Drainage
9 .. Geotechnical Report
❑ .. Maintenance Agreement(s)
❑ ...Traffic Impact Analysis
9 ...Hold Harmless — (SAO)
❑ ...Hold Harmless — (ROW)
❑ .. Right-of-way Use - Profit for less than 72 hours
❑ .. Right-of-way Use — Potential Disturbance
9 ...Sanitary Side Sewer
❑ ...Cap or Remove Utilities
9 ...Frontage Improvements
❑ ...Traffic Control
9 ...Backflow Prevention - Fire Protection
Irrigation
Domestic Water
❑ .. Abandon Septic Tank
❑ .. Curb Cut
❑ .. Pavement Cut
❑ .. Looped Fire Line
1.7
❑ ...Permanent Water Meter Size... "
❑ ...Temporary Water Meter Size ..
❑ ...Water Only Meter Size
77
WO #
WO #
WO #
❑ ...Sewer Main Extension Public ❑ Private 9
❑ ...Water Main Extension Public 9 Private 9
❑ .. Grease Interceptor
❑ .. Channelization
9 .. Trench Excavation
❑ .. Utility Undergrounding
9 ...Deduct Water Meter Size
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
❑ ...Water
0 ...Sewer
❑ ...Sewage Treatment
Monthly Service Billing to:
Name: Day Telephone:
Mailing Address:
Water Meter Refund/Billing:
Name:
Mailing Address:
City
State Zip
Day Telephone:
City
State Zip
H:\Applications\Forms-Applications On Line\2011 Applicatimu\Permit App heal ion Revised - S -9-I 1.docz
Revised: August, 2011
bh
Page3 of4
7"E g AP L1 KflEl!NNOTE
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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 OR AUT ORIZED AGENT:
Signature: re
Print Name: Cody Dakan Day Telephone: (206) 432-1111
Mailing Address: 1622 NE 179th St. Seattle WA 98155
Date: 12/12/2017
HAApplications\Forms-Applications On Line\2011 Applications \Permit. Application Revised - 8-9-11.docx
Revised: August. 2011
hh
City State Zip
Page 4 of 4
Cash Register Receipt
City of Tukwila
Receipt Number
R13487
DESCRIPTIONS
PermitTRAK
I ACCOUNT I QUANTITY
PAID
$680.31
D17-0335 Address: 13534 35TH AVE S .
Apn: 8864000035
$680.31
DEVELOPMENT
$648.13
PERMIT FEE
R000.322.100.00.00
0.00
$643.63
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$32.18
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R13487
R000.322.900.04.00 0.00
$32.18
$680.31
Date Paid: Friday, January 19, 2018
Paid By: YEN DESIGN INC
Pay Method: CHECK 2213
Printed: Friday, January 19, 2018 2:14 PM 1 of 1
CRWSYSTEMS
Cash Register Receipt
City of Tukwila
DESCRIPTIONS
ACCOUNT
QUANTITY
PAID
PermitTRAK
$418.36
D17-0335 Address: 13534 35TH AVE 5 Apn: 8864000035
$418.36
DEVELOPMENT
$418.36
PLAN CHECK FEE
TOTAL FEES PAID BY RECEIPT: R13053
R000.345.830.00.00
0.00
$418.36
$418.36
Date Paid: Tuesday, December 19, 2017
Paid By: YEN DESIGN
Pay Method: CHECK 2178
Printed: Tuesday, December 19, 2017 11:51 AM 1 of 1
CRWsysnms
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
D17 -O3
Projec : /
7A971%(.O a�
Type of Ins�peftion:
7)t..t i Ic1� i AN
�'
T riter L
Address:
/353 � /q'vr-• S.,_
Date Called:
Special Instructions:
Date Wanted_30
^
207
a:m:
Requester::``]]
Phone No:
Approved per applicable codes.
COMMENTS:
rib
Corrections required prior to approval.
Date: ? ZO
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
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
D17 -0336 -
Project:
11) - R arAoDEL
Type of Inspection:
BOI LP/ (G- A
Address:
/3534 35-7774-
4, o
Date Called:
--n.
Special Instructions:
BO?LD►NG FINAL
L
Date Wanted:
7-27-18
,i a.
Requester:
Phone No:
aApproved per applicable codes.
Corrections required prior to approval.
COMMENTS:
*4 vs r dm& 'z.�
ats f'/ML-
/1i/-O/41- 13‘i
L
FmTh:_ AneLPIN1 -
f3-, e o✓ftL. ,
Inspector:
Date:
7 -Z7 -le
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection.
Ctx�r1241
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
- D 335
D17 -0035 -
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
oject
TAe qf In ection: ,�
M ttrl.r/A
1ALPrs(D
Address
Date Called: Ci
Special Instructions:
Date Wanted: a.m.
7 — 201i p.m.
Requester:
Aril
Phone No:
/—zw& -c/3 ,-/-9436
Approved per applicable codes.
ENTS:
Corrections required prior to approval.
t
,qe9 / f [ %rel t a ' =-�CC/„ls'
Inspecf6��7 Q > )
Date: 7, z_s 044),/
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
2Z GOC
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
D/7 -d335
PERMIT NO..
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:p�
�%�
or.VQ.L
�IInspection:
T` Type ofof0 �j
0-f `'1`
Address
/36.34/ (
Avt4 _
Date Ca led:
1B. F?, LSpecial
a Bk `ldl ` j n,,L
Instruct
14r dc-ec--1-- hC
Date Wanted:
7-z3-2.-OGk
P.m.
S ,-� Q' "�-. t Ls >je..t-
_/'
Q �' � 5 le IittA'�
Reque t r:
Phone No:
2-0 c —413q-9134,
❑ Approved per applicable codes.
Corrections required prior to approval.
COMMENTS: irr
4-
a Bk `ldl ` j n,,L
14r dc-ec--1-- hC
AIe
..
O %1t /c
S ,-� Q' "�-. t Ls >je..t-
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Q �' � 5 le IittA'�
Inspector
Co.L,
Date: 7_23,
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
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
DP -0336
6300 Southcenter Blvd., #100, Tukwila. WA 98188
Permit Inspection Request Line (206) 438-9350
(206) 431-3670
Proj , t: p2orn
A
Type of Inspection:
A—WI i it.
Addd�ree�s�s:
�L35 3 _ ,
f
Date Called:
—
Special Instructions:
Pe eimpct if
Date Wanted: �,.
_
—2 .m.
� J �►, � p
Requester:
Phone No: S rC.o7
-�,-~� & /� M'7 �'
Approved per applicable codes.
COMMENTS:
Cor ctions required prior to approval.
-637- c711
52(4 -e -e -t b e-- DES!
tY(�iVl/t I h
Inspector: ��
Date: ...z2.045:76/
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
NI -0335
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188
Permit Inspection Request Line (206) 438-9350
(206) 431-3670
Project:/r
Type of Inspection:
FIrAivt 1 Kg,
(tw-/yU=� h 4
'D -ti) fa ie -.+10 c61
Address:dd7re�
1.L53A1/ 7 vc
P
Date Called: U
aF 6trk /,,,yd&.
Special Instructions:
box #
32!
A
(u -es
,1 ext/ e derxor elm 60)04 -es
l
Date Wanted:
3' 6.' &Ng.
a.m.
p.m.
Requester:
a, -}-cam
PhoneNo:
4. 1. 11
?+/
Approved per applicable codes. LJ Corrections required prior to approval.
COMMENTS:
(tw-/yU=� h 4
...F4k,w
7,1? Aka qw Cly-oane e From CO n� 1900. dlr
aF 6trk /,,,yd&.
-1C. --CALL 4nt-S ' Cti- k.CCe-1
(u -es
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l
p,.(iie'
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D- s Lid F1
z5� /114 cera (vc w a71- gv,e.{o(t .,
Inspector:
Date:
3/G -z 1,
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
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188
Permit Inspection Request Line (206) 438-9350
(206) 431-3670
Project: �*)
J � C c ( le
Type of Ins ection:
Y p 1rr Mild
Address:�-
135-34/ 35�4vc_
Date Called:
Special Instructions:
Date Wanted:
3-7- 70 iii
.m
p.m.
Requester:
PL9�- ,
1.eQ Ji irrTi c trc cir53 si z/NG- 4
Phone No:
51 f, co R Aec 55. 6 firm&
6, . iV6.,b iy_004-77E /-if .57940 yt' Cii/
Approved per applicable codes. tz Corrections required prior to approval.
COMMENTS: /4l -2;
1 Aig-CA .1)M -P------% 3-77-4°,3*-:
.2 , ` 4uc0,40 190)C./A/ G- P14 i5.S/M6- 't F4'igN
31 fiR6.0.1- ' 40Roo' vv1155/NQ- Tx°aLa -TtP
PL9�- ,
1.eQ Ji irrTi c trc cir53 si z/NG- 4
i7VSUtAT)0N pArim!®
51 f, co R Aec 55. 6 firm&
6, . iV6.,b iy_004-77E /-if .57940 yt' Cii/
f AK Pi1C-ii 1 f&1111/XIG
7, miSsilYfr R4/r17( L 0/7ViNG-- )Q rc 44 '
Inspector:
Date: 3_7/6
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAN 1 0 201B
RECEIVED
CITY OF TUKWILA
DEC 1 9 2017
PERMIT CENTER
imNSQ'? 00,111,j,irnber Beam Design
� Cil11L.U'IiVV It�iVY.�r,�rr� )
Member Tag:
Braced,ft:
Repetitive:
Provide:
Grade:
Project: 17-198
Date: Dec. 12, 2017
Span,ft:
Flat Use:
Pres Treat:
2 x
Hem -Fir #2
5.5
N
y
6
P.T..
Shear Diagram
V Moment Diagram
Distributed Loads
Point Loads
End Reactions
Unit Weight, Beg. Trib End Trib
PSF Width, FT Width, FT
Start Location, End Location,
FT FT
Load
LBS
Location
FT
Start
End
Total
219
219
Dead
60
1.33
1.33
0
5.5
0
0
219
219
>
0
0
0
0
0
0
0
0
0
J
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Total
219
219
Dead
15
1.33
1.33
0
5.5
0
0
55
55
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Total
55
55
Snow
25
1.33
1.33
0
5.5
0
0
91
91
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Maximum of Load Combinations
Deflection,t
Moment, M
Shear, V
0.08 in
396 ft -lbs
291 lbs
D+0.75L+0.755
D+0.75L+0.755
D+0.75L+0.755
D+0.75L+0.755
Deflection,
Moment, M
Shear, V
*Taken distance 'd' from support, subject to NDS 3.4.3
Modified Material Properties Modifiers
Bearing Perp
Bending, Fb
Shear, Fv
Cd = 1.00
405 psi
1,065 psi
150 psi
M. Elasticity, E 1,235,000
Required Section Properties
• Area, A
Section Modulas, S
Moment of Inertia, I
Cd = 1.15
405 psi
1,225 psi
173 psi
1,235,000
2.91 in2
4.46 in3
7 inA4
Cr
CR
Cru
CL or Cv
1.30
1.15
1.05
1.00
Total
91
End Reactions
0.08 in 288 288
396 ft -lbs Req'd Bearing Length
291 lbs 0.47 0.47
91
Hanger:
Deflection (in.)
Provided Section Properties
DDL =
DLL =
DSL =
DSL+LL =
DTL =
Area, A
Section Modulas, S
Moment of Inertia, I
8.25 in2
7.56 in3
21 inA4
0.016
0.064
0.027
0.091
0.084
Results
Satisfactory
Satisfactory
Satisfactory
AL= L/
AT = L/
Limit
0.28
0.28
240
240
Capacity
33.0%
30.5%
Capacity
35.3%
59.0%
33.0%
211- 0334
YEN DESIGN INC.
PC Comment Response Letter
January4, 2018
Subject:
Name:
Permit No:
Address:
To:
Reviewer(s):
Plan Review Comments
Tdang Remodel
D17-0335
13534 35th Ave:
City of et: siz
Bill Rambo.
To Whom It May Concern:
Planning Review
The following correction is in response to a correction letter sent by Bill Rambo of the on
1/04/2018.
Nonstructural
1. The alteration of the rooms show the water heater located in the back of a narrow
pantry.
Response: A portion of the master bedroom closet has been converted to
accommodate the required space for the water heater.
2. In addition to item #1 the furnace shall also meet the criteria of space for
maintenance and access.
Response: The pantry has been converted provide the required space for the
furnace.
3. Indicate if the furnace and/or water heater are gas or electric.
Response: Notes have been added to sheet A2.1 to specify the type of
appliances and their requirements.
Best regards,
Cody Da ka n
Yen Design, Inc.
206-432-1111
yf .: CORRECTION
LTR#
tw-7, 0335
RECEIVED
CITY OF TUKWILA
JAN 05 2018
PERMIT CENTER
(425) 346-65071 WWW.YENDES.COM
City of Tukwila
Department of Community Development
December 22, 2017
CODY DAKAN
1622 NE 179TH ST
SEATTLE, WA 98155
RE: Correction Letter # 1
DEVELOPMENT Permit Application Number D 17-0335
TDANG REMODEL - 13534 35TH AVE S
Dear CODY DAKAN,
Allan Ekberg, Mayor
Jack Pace, Director
This letter is to inform you of corrections that must be addressed before your development permit can be approved. All
correction requests from each department must be addressed at the same time and reflected on your drawings. I have
enclosed comments from the following departments:
BUILDING DEPARTMENT: Alien Johannessen at 206-433-7163 if you have questions regarding these comments.
• (GENERAL INFORMATION NOTE)
PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised
plan sheets shall be the same size sheets as those previously submitted.)
(If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of
the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature.
Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp,
signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a
bound specification document that contains specifications other than that of an engineering or land surveying
nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is
responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed;
Front page only will be sufficient. (WAC 196-23-010 & 196-23-020)
(BUILDING REVIEW NOTES)
1. The alteration of the rooms show the water heater located in the back of a narrow pantry.
Appliances installed in a compartment, alcove, or similar space shall be accessed by an opening or door and an
"unobstructed passageway" measuring not less than 24 inches wide and large enough to allow removal of the
largest appliance in the space, provided there is a level service space of not less than 30 inches deep and the height
of the appliance, but not less than 30 inches at the front or service side of the appliance with the door open. The
pantry would potently create a hazard and not comply with this code. Revise plan to show the water heater separate
from the pantry with access opening and maintenance space as required. Water heater shall be seismically anchored
per code requirements. (IRC M1305.1.2)
2. In addition to item #1 the furnace shall also meet the criteria of space for maintenance and access. Show the
furnace closet is sufficient to allow for service access and removal with the minimum of 3" on each side and back
with sufficient service access in front of the furnace. (IRC M1305.1.1 & M1401.2)
3. Indicate if the furnace and/or water heater are gas or electric. For gas appliances the concern is where the
combustion air is provided. Appliances shall not be located in sleeping rooms, bathrooms, toilet rooms, storage
closets. Appliance installed in a room or space shall be provided with a solid weather-stripped door equipped with
an approved self-closing device. All combustion air shall be taken directly from the outdoors in accordance with
IRC Section G2407.6. Provide clarification about the type of furnace and water heater, gas or electric, and for gas
type show provisions per code for combustion air to include all other related code requirements. (IRC G2406.2 &
G2407.6)
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
Note: Contingent on response to these corrections, further plan review may request for additional corrections.
Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other
documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be
resubmitted with the appropriate revision block.
In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have
enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail
or by a messenger service.
Sincerely,
Bill Rambo
Permit Technician
File No. D17-0335
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
PERMIT CHORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D17-0335 DATE: 01/05/18
PROJECT NAME: TDANG REMODEL
SITE ADDRESS: 13535 35 AVE S
Original Plan Submittal
X Response to Correction Letter # 1
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
ip\lis
Building Divisio
Public Works
Fire Prevention
Structural
Planning Division F-7
❑ Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable
(no approval/review required)
DATE: 01/09/18
Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 02/06/18
Approved
Corrections Required
❑ Approved with Conditions
❑ Denied
(corrections entered in Reviews) (ie: Zoning Issues)
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials:
12/18/2013
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D17-0335
PROJECT NAME: TDANG REMODEL
SITE ADDRESS: 13534 35TH AVE S
X Original Plan Submittal
Response to Correction Letter #
DATE: 12/20/17
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
cottR. -'*7
Building Division DI
bt A)/4— I2- 4'17
Public Works
AJ/4 Imo) -1-17 ray B (-3I-I
7
Fire Prevention
Di Planning Division
Structural
❑ Permit Coordinator ❑
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval/review required)
DATE: 12/21/17
Structural Review Required
REVIEWERcS INITIALS: DATE:
❑
APPROVALS OR CORRECTIONS: DUE DATE: 01/18/18
Approved ❑ Approved with Conditions ❑
Corrections Required Denied ❑
(corrections entered in Reviews)
Notation:
(ie: Zoning Issues)
REVIEWERCS INITIALS:
DATE:
(Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections:
12 ---.)-?—`(;7
WC.
Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206-431-3665
Web site: http://www.d.tukwila.wa.us
Revision submittals must he submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date:
Plan ChecWPermit Number: D17-0335
❑ Response to Incomplete Letter #
• Response to Correction Letter # 1
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: Tdang Remodel
Project Address:
13534 35 Ave S
6,0s7 ayehels, Cyr"
n e j -s._ Phone Number: _2()6_.-4-372-1))1
Revision:
'car 1 cr1 if *ad, L, / req ,
~ .
ic>e . (L)c Gl� t
Contact Person:�adl,/
Summary of
RECEIVED
JAN 0 5 2018
Sheet Number(s):�,
"Cloud" or highlight all areas of revision including date of revisio
4'
Received at the City of Tukwila Permit Center by:
®— Entered in TRAKiT on 1—S— (g
\applications\forms-applications on line\revision submittal
Created: 8-13-2004
Revised:
JIN'S REMODELING LLC
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0 Washington State Department of
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JIN'S REMODELING LLC
Owner or tradesperson
Principals
LI, JIN WEN, PARTNER/MEMBER
Doing business as
JIN'S REMODELING LLC
WA UBI No.
603 577 434
5256 119TH AVE SE
BELLEVUE, WA 98006
206-327-7673
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.
JINSRRL846LL
Effective — expiration
06/13/2016— 06/13/2018
Bond
Contractors Bonding & Insurance Co
Bond account no.
SK9540
$12,000.00
Received by L&I Effective date
06/13/2016 06/10/2016
Expiration date
Until Canceled
Insurance
................................
Contractors Bonding & Insuranc $1,000,000.00
Policy no.
C11 SK9540
Received by L&I Effective date
04/24/2017 06/10/2017
Expiration date
06/10/2018
Insurance history
Savings
No savings accounts during the previous 6 year period.
Lawsuits against the bond or savings
No lawsuits against the bond or savings accounts during the previous 6 year period.
L&I Tax debts
No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts
may be recorded by other agencies.
License Violations
................................
No license violations during the previous 6 year period.
Help us improve
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DIN'S REMODELING LLC
Workers' comp
Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums.
L&I Account ID
623,022-00
.................................
Doing business as
JINS REMODELING
Estimated workers reported
Quarter 3 of Year 2017 "1 to 3 Workers"
L&I account contact
T1 / TYRONE COLEMAN (360)902-4807 - Email: COTI235@Ini.wa.gov
Account is current.
Public Works Strikes and Debarments
Verify the contractor is eligible to perform work on public works projects.
Contractor Strikes
........................................................
No strikes have been issued against this contractor.
Contractors not allowed to bid
No debarments have been issued against this contractor.
Workplace safety and health
No inspections during the previous 6 year period.
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CENTER OF STREET
EDGE OF SIDEWALK
EDGE OF CURB–\
35TH AVE S
30'
SITE PLAN
0
0
Loi
+I
Z
re
a
177111-8"
J
(E) WALKWAY
1
(E) 9
COVERED PORCH
24'-6"
L_
80\ PROPERTY LINE ± 120'
5' SIDE YARD SETBACK
N
30'-9"
EXISTING RESIDENCE •:
13534 35TH AVE S, TUKWILA, WA 98168
(N) DECK
5' SIDE YARD SETBACK
=III 1081 =1
PROPERTY LINE ± 120'
I0
03
I~
w
w
0
A
0
+I
w
z
w
a
SCALE 22X34 1" = 10'-0"
SCALE 11X17 1" = 20'-0"
VICINITY MAP eN
FROM GOGGLE MAPS 41
S 135th St
a
Cascade View
Elementary School
3534 35th,
Avenue South
PROJECT INFORMATION
OWNER
JURISDICTION
PARCEL NUMBER
ZONING
YEAR BUILT
LOT AREA
SENSITIVE AREA
RST REAL ESTATE LLC CO
TUKWILA
886400-0035
LDR
1944
6005
N/A
PROJECT DESCRIPTION
INTERIOR ALTERATION TO AN EXISTING SINGLE FAMILY
RESIDENCE. NEW 144 SQ -FT REAR DECK.
LEGAL DESCRIPTION
VAL-VUE ADD
PLAT BLOCK: 1
PLAT LOT: 7
YARD CALCULATIONS
REAR YARD = 10' FEET REQUIRED
REAR YARD = 10'
FRONT YARD = 20 FEET REQUIRED
FRONT YARD = 20'
SIDE YARD = 5 FEET REQUIRED
SIDE YARD = 5'
AREA TABULATIONS
CONDITIONED SPACE
MAIN FLOOR LEVEL
TOTAL
UNCONDITIONED SPACE
REAR DECK
FRONT PORCH
TOTAL
TOTAL AREA
1400 SQ -FT
1400 SQ -FT
144 SQ -FT
9 SQ -FT
153 SQ -FT
1562 SQ -FT
IMPERVIOUS COVERAGE
ROOF EAVE 1477 SQ -FT
REAR DECK 144 SQ -FT
WALKWAY 96 SQ -FT
TOTAL 1717 SQ -FT
% HARDSCAPE = 100 * 1717/6005 = 29%
0' 21' 5'
10'
LOT COVERAGE
TOTAL LOT AREA
MAIN LEVEL
REAR DECK
FRONT PORCH
TOTAL
201'
6005 SQ -FT
1400 SQ -FT
144 SQ -FT
9 SQ -FT
1409 SQ -FT
PROPOSED LOT COVERAGE =1553/6005 = 26%
LEGEND
PROPERTY LINE OF PROPOSED PROJECT
PROPERTY LINE OF ADJACENT PROPERTIES
— CONTOUR LINE - 5' ELEVATION CHANGE
EXISTING STRUCTURE W/
INTERIOR RENOVATION
NEW DECK
V///
••1
EXISTING STRUCTURE
CENTER LINE OF STREET
EDGE OF CONCRETE
ROOF OUTLINE
PROPERTY SETBACK
EASEMENT
EXISTING TREES/FOLIAGE
I1)\1"
COPY
PermPermit[bioFILE. 0
Plan review approval is subject to errors and omissions.
Approval of construction documents does not au horiza
the violation of any adopted code or ordinance. Receipt
of approved Field Copy and conditions is acknowledged:
By:
Date:.,.r..t " r 9 l
City of Tukwila
BUILDING DIVISION
_..._.......................__________._______.
REvisloNs
No changes shall 1-y-rr, rl(� to thr, .co
of work \�.rithor.:,t prior aper ovr I of
Tukwila Building C;ivisr..,
NOTE: Revisions will require a new p'2n submittal
• and may include additional plan review fees
SHEET INDEX
C1.1
A1.1
SITE PLAN & PROJECT INFO
GENERAL NOTES & WINDOW & DOOR
SCHEDULE
A2.1 MAIN FLOOR PLANS & DECK FRAMING
PLAN
A3.1 BUILDING ELEVATIONS
A4.1 ARCHITECTURAL DETAILS
CORRECTION
LTR#
RECEIVED
CITY OF TUKWILA
JAN 05 2018
PERMIT CENTER
DESCRIPTION
PERMIT SUBMITTAL
CORRECTION CYCLE 1
N
N
CO
O
O
V.`
wd
rr ,w.N
M4 J
GAM
y
0
s
W2 U)
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>:w
Z
N
to
APPROVAL STAMP
ENGINEER STAMP
W
0
JO
w2
2 W
cu
J
H
w z
o <
w Q
w
d
RST REAL ESTATE LLC CO
13534 35TH AVE S
TUKWILA, 981068
SITE PLAN
0
LL
z
& PROJECT
I-ULL �I:HLt
r7 0335 SHEET
X1.1
SEPIAP. .: F;:_ vii
Ef M c:Iar;Icai
Electrical
Ef 'umbing
LJ Cas Piping
ail of TL;!^;1
EI.Ul;-fD!" '; i7:r< <(i..:ON
REVIEVVED FOR
CODE COMPLIANCE
APPROVED
JAN 10 2018
kJ'
119--
City of Tukwila
BUILDING DIVISION
GENERAL NOTES
CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS PRIOR
TO COMMENCING THE WORK,
WORK SHALL COMPLY WITH THE FOLLOWING CODES:
2015 INTERNATIONAL RESIDENTIAL CODE
2015 WASHINGTON ENERGY CODE
OTHER CODES APPLICABLE BY JURISDICTION.
AIR SEALING:
1, ALL PLUMBING, ELECTRICAL, AND HVAC PENETRATIONS IN FLOOR,
WALLS, AND CEILINGS ARE CAULKED AND SEALED.
2, WHERE PENETRATIONS NEED A FIRESTOP, DISCUSS WITH BUILDING
OFFICIAL.
3. ELECTRICAL OUTLET AND LIGHT SWITCH BOXES ON EXTERIOR WALLS
MUST BE SEALED AT THE BACK OF THE RECEPTACLE OR SEALED WITH
FACEPLATE GASKETS,
4. SEAL RIM JOIST BETWEEN HEATED FLOORS OR USE PRODUCT LIKE
"TYVEK" ON EXTERIOR.
5. VAPOR BARRIER SHALL BE EITHER FACE STAPLED BATTS, 4 MIL,
VISQUEEN OR AN APPROVED VAPOR BARRIER PAINT.
SEPARATION BETWEEN DWELLING AND GARAGE/CARPORT:
a. NO SEPARATION REQUIRED IF ENTIRELY OPEN ON 2 OR MORE SIDES
AND NO ENCLOSED USES. (OPEN DECKS ABOVE ARE OKAY. NON -RATED
WALLS AND OPENABLE WINDOWS BETWEEN THE DWELLING AND
CARPORT ARE OKAY).
b. MINIMUM 1/2" GWb ON GARAGE/CARPORT SIDE OF WALLS REQUIRED FOR
ALL GARAGES/CARPORTS NOT COVERED BY 1A ABOVE,
c. 1 -HOUR FIRE RATED WALL REQUIRED IF LESS THAN 5 FEET FROM
PROPERTY LINE (NO OPENINGS ALLOWED LESS THAN 3' FROM PROPERTY
LINE, 25% MAXIMUM OPENINGS BETWEEN 3' AND 5' TO PROPERTY LINE),
OVERHANGS MUST BE A MINIMUM 2' FROM PROPERTY LINE, EXCEPT
STEEL GUTTER ALLOWED CLOSER AND 5/8" GWb SHEATHING REQUIRED
ON UNDERSIDE WHEN 5' OR LESS FROM PROPERTY LINE.
EGRESS WINDOWS: REQUIRED FOR 1 WINDOW/BEDROOM OR SLEEPING AREA
(BELOW 4TH FLOOR) AND 1 WINDOW/BASEMENT.
a, MIN. NET CLEAR AREA = 5,7 SQ, FT., (MIN. 3'0" x 4'6" IF DOUBLE HUNG
OR 4'0" x 3'6" WINDOW IF SLIDER). 5.0 SQ. FT, IF SILL HEIGHT IS
WITHIN 44" OF GRADE (ABOVE OR BELOW).
b, MIN. NET CLEAR OPENING WIDTH = 20"; MIN. NET CLEAR OPENING
HEIGHT = 24"
c. MAX. SILL HEIGHT = 44" (ONE PERMANENTLY INSTALLED STEP WITH
MAX. 8" RISE AND MIN. 9" RUN OKAY FOR EXISTING BEDROOMS),
REQUIRED GLAZING FOR HABITABLE ROOMS:
a, MIN. GLAZED EXTERIOR OPENING AREA = 87 OF FLOOR AREA.
b. GLAZED OPENINGS NOT REQUIRED WHERE PERMANENTLY INSTALLED
ARTIFICIAL LIGHT IS PROVIDED.
c, OK IF OPENINGS ARE BELOW DECK & ROOFED PORCHES w/MIN. CEILING
HEIGHT OF 7 FT. (LONG SIDE 65% OPEN),
MECHANICAL/VENTILATION: REQUIRED FOR HABITABLE ROOMS OF ADDITIONS
AND ALTERATIONS MORE THAN 500 SQ, FT. OR THAT INCLUDE A KITCHEN,
BATHROOM AND OTHER AREAS WHERE COOKING ODOR OR EXCESS WATER
VAPOR WILL BE PRODUCED.
a. MIN. 50 CFM FOR BATHROOM AND LAUNDRY; MIN. 100 CFM FOR
KITCHEN.
b. MIN. AIR INTAKE OPENINGS = 4 SQ, IN. PER ROOM.
c. WHOLE HOUSE FAN MUST OPERATE AS SPECIFIED IN IRC M1507,3
SMOKE ALARMS: REQUIRED INSIDE AND OUTSIDE OF SLEEPING AREAS AND ON
ALL FLOORS. DIRECT WIRING IS REQUIRED FOR SMOKE DETECTORS, UNLESS
REMOVAL OF INTERIOR WALL OR CEILING FINISHES IS NECESSARY TO
INSTALL THE WIRING.
CARBON MONOXIDE ALARMS: REQUIRED OUTSIDE SLEEPING AREAS AND ON ALL
FLOORS, UNLESS WORK ONLY INVOLVES EXTERIOR SURFACES OF THE
BUILDING.
STAIR REQUIREMENTS: (APPLIES TO ALL R-3 STAIRS AND R-2 PRIVATE
STAIRWAYS):
a. MIN. WIDTH = 36"
b. MAX. HEIGHT/RISE = 7-3/4"; MIN. TREAD RUN = 10"
c. MIN. HEADROOM = 6'8"
d. HANDRAIL 34"-38" ABOVE TREAD NOSING (RETURN ENDS)
e. HANDRAIL GRASP DIMENSION: MIN. 1-1/4", MAX. 2"
f. WINDING STAIRS:
1. MIN. TREAD RUN AT NARROWEST POINT = 6'1
2, MIN, TREAD RUN 12" FROM NARROWEST POINT = 10"
SPIRAL STAIRS:
1. MIN, CLEAR WALKING AREA WIDTH = 26"
2. MIN. TREAD RUN 12" FROM NARROWEST POINT = 7-1/2" /
MAX. RISER HEIGHT = 9-1/2"
3. MIN. HEADROOM = 6'6"
9.
CEILING HEIGHT IN ADDITIONS AND ALTERATIONS (SEATTLE):
a, MIN. 7'0": FOR NEW CONSTRUCTION OR ADDITIONS
b, MIN. 6'4": IF BUILDING WAS IN EXISTENCE PRIOR TO 10/17/79 (SEE DR
23-2008 FOR SPECIFICS).
c. ROOMS WITH SLOPED CEILINGS REQUIRE MINIMUM CEILING HEIGHT IN
1/2 OF THE AREA. (PORTIONS OF THE ROOM WITH CEILING HEIGHT
LESS THAN 5 FT, DO NOT COUNT IN TOTAL AREA).
INSULATION:
1. FACED BATTS ARE LAPPED AND FACE STAPLED AT FRAMING MEMBERS.
2. ALL EXTERIOR WALL CAVITIES ARE FILLED WITH UNCOMPRESSED
INSULATION, INCLUDING ALL CAVITIES ISOLATED DURING FRAMING,
WIRING, AND PLUMBING.
3. ALL RECESSED FIXTURES IN EXTERIOR WALLS HAVE RIGID BOARD
INSULATION BEHIND THEM,
4. UNDER -FLOOR INSULATION IS SUPPORTED BY LATH, TWINE, OR OTHER
NON -COMPRESSING MEANS.
5. ATTIC ACCESS IS BAFFLED, WEATHER-STRIPPED AND INSULATED.
��� k�a'r��Y�"�'�S'1`}��
IN LATIO AND, ENESTRATION REQUIREME
�, � � .r,
�� sj yx `� +€ ,�4 � y'' t ✓} bJf � � Y.��" {� i k { 1t ;,lti't 8 i �
k LI1 AT � ZONE ,
iA
TS R402.1.1r °.
of
f �# '` Ac Y v
Of AR N �
FENESTRATION U -FACTOR (k)
0.30
SKYLIGHT U -FACTOR (k)
0,50
GLAZED FENESTRATION SHGC (k,e)
NR
CEILING R -VALUE (b)
49
WOOD FRAME WALL R -VALUE (c)
21 INT
MASS WALL R -VALUE (d)
21/21
FLOOR R -VALUE
30
BELOW -GRADE WALL R -VALUE (e,c)
10/15/21 INT + TB
SLAB R -VALUE & DEPTH (g,h)
10, 2FT
ENERGY REQUIREMENTS FOR ALTERATION AND ADDITIONS, PRESCRIPTIVE
APPROACH (SEATTLE) - SEC TABLE 8402,1.1
a. R -VALUES ARE MINIMUMS. U -FACTORS AND SHGC ARE MAXIMUMS.
WHEN INSULATION IS INSTALLED IN A CAVITY WHICH IS LESS THAN
THE LABEL OR DESIGN THICKNESS OF THE INSULATION, THE
COMPRESSED R -VALUE OF THE INSULATION FROM APPENDIX TABLE
A101.4 SHALL NOT BE LESS THAN THE R -VALUE SPECIFIED IN THE
TABLE. THE VALUES IN ITEMS B, THROUGH H. BELOW APPLY TO
ALTERATIONS AND ADDITIONS, AND ARE FOR WOOD FRAMING ONLY -
METAL FRAMING NOT ALLOWED UNDER PRESCRIPTIVE APPROACH. FOR
ALTERATIONS ONLY, WHERE EXISTING FRAMING REMAINS AND THE
FRAMING CAVITY IS EXPOSED DURING CONSTRUCTION, THE CAVITY MUST
BE FILLED WITH INSULATION, WHERE THE FRAMING CAVITY IS NOT
EXPOSED DURING CONSTRUCTION, NO ADDITIONAL INSULATION IS
REQUIRED. WHERE NEW FRAMING IS INSTALLED, FULL INSULATION IS
REQUIRED AS SPECIFIED BELOW:
b. MIN. CEILING INSULATION = R-49 (R-38 IF FULL THICKNESS OF
INSULATION EXTENDS OVER THE WALL TOP PLATE) FOR SINGLE RAFTER
OR JOIST -VAULTED CEILINGS, THE INSULAITON MAY BE REDUCED TO
R-38.
c. INT. (INTERMEDIATE FRAMING) DENOTES STANDARD FRAMING 16 INCHES
ON CENTER WITH HEADERS INSULATED WITH A MINIMUM OF 'R-10
INSULATION. LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE
THICKNESS OF 3,5 INCHES ARE EXEMPT FROM THE INSULATION
REQUIREMENT.
d. MIN ABOVE -GRADE "MASS WALL" INSULATION (TYPICALLY CONCRETE OR
CMU) = R-21 CAVITY OR R-21 CONTINUOUS. THE SECOND R -VALUE
APPLIES WHEN MORE THAN HALF THE INSULATION IS ON THE INTERIRO
OF THE MASS WALL.
e, "10/15/21 + TB" MEANS R-10 CONTINUOUS INSULATION ON THE EXTERIOR
OF THE WALL, OR R-15 CONTINUOUS INSULATION ON THE INTERIOR OF
THE WALL, OR R-21 CAVITY INSULATION PLUS A THERMAL BREAK
BETWEEN THE SLAB AND THE BASEMENT WALL AT THE INTERIOR OF
THE BASEMENT WALL. "10/15/21 +Tb" SHALL BE PERMITTED TO BE MET
WITH R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT
WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR
EXTERIOR OF THE WALL. "TB" MEANS THERMAL BREAK BETWEEN FLOOR
SLAB AND BASEMENT WALL.
MIN. FLOOR INSULATION ABOVE UNHEATED SPACE = R-30
MIN. PERIMETER INSULATION FOR UNHEATED SLAB ON GRADE = R-10
UNDER ENTIRE SLAB PLUS R-10 FOR 2 FEET
h. MIN. INSULATION FOR HEATED SLAB ON GRADE = R-10 UNDER ENTIRE
SLAB PLUS R-10 PERIMETER INSULATION. SEE R402.2.9.1 OF THE WSEC.
i. MAX, WINDOW AND DOOR (FENESTRATION) U -FACTOR = U-30. THERE ARE
NO SHGC REQUIREMENTS IN THE MARINE ZONE.
j. IN ANY ONE DWELLING UNIT (INCLUDING BOTH NEW AND EXISTING
PORTIONS), ONE SIDE -HINGED DOOR UP TO 21 SQ FT PLUS UP TO 15 SQ
FT OF GLAZED FENESTRATION CAN BE EXEMPT FROM U -VALUE
REQUIREMENTS.
k, MAXIMUM SKYLIGHT U -FACTOR = 0.50, THE FENESTRATION U -FACTOR
COLUMN EXCLUDES SKYLIGHTS, THE SHGC COLUMN APPLIES TO ALL
GLAZED FENESTRATION.
I, OTHER: ADD NOTES FOR ENERGY CERTIFICATE (R401.3)), DUCT LEAKAGE
TESTING IF FURNACE REPLACED (8101,4,3.1)
m. SEATTLE ENERGY CODE, ALTERATIONS: PROVIDED THE ENERGY USE OF
THE BUILDING IS NOT INCREASED, EXISTING CEILING, WALL OR FLOOR
CAVITIES EXPOSED DURING CONSTRUCTION MAY BE FILLED WITH
INSULATION, 2X4 WALLS SHALL BE INSULATED TO A MINIMUM OF R-15,
f,
9.
FOUNDATION LOCATION: PROPERTY CORNERS MUST BE ACCURATELY
DETERMINED AND INDICATED ON SITE FOR FOUNDATION INSPECTION, A
SURVEY MAY BE REQUIRED. FENCE LOCATIONS WILL NOT BE ACCEPTED AS
ESTABLISHING PROPERTY CORNERS.
GARAGE -DWELLING FIRE SEPARATION
A. 1-3/8" SOLID -CORE WOOD, 1-3/8" SOLID OR HONEYCOMB STEEL, OR 20
MIN. RATED GARAGE /DWELLING DOOR EQUIPPED WITH A SELF-CLOSING
DEVICE.
b. MIN. 1/2" GYPSUM WALLBOARD AT GARAGE WALLS AND 5/8" TYPE X
GYPSUM BOARD CEILING SEPARATING GARAGE FROM DWELLING IF
APPLICABLE.
C, MIN. 1/2" GYPSUM WALLBOARD WRAPPING POSTS, BEAMS AND WALLS
SUPPORTING THE DWELLING ABOVE THE GARAGE IF APPLICABLE,
WASHINGTON STATE ENERGY CREDIT CALCULATION:
1. 0 SF OF NEW ENCLOSED FLOOR AREA. 0 CREDITS REQ'D.
WINDOW & DOOR SCHEDULE NOTES:
1, XO = SLIDER,.SH = SINGLE HUNG, DH = DOUBLE HUNG, FIX = PICTURE
C = CASEMENT
2. IF CONTRACTOR DECIDES TO REPLACE WINDOWS, THEY MUST MEET
ENERGY PERFORMANCE STANDARDS, HEAT TREATMENT
REQUIREMENTS AND EGRESS REQUIREMENTS.
3. ALL WINDOWS SHALL BE NFRC CERTIFIED.
4. CONTRACTOR TO VERIFY EGRESS AND HEAT TREATMENT
REQUIREMENTS WITH WINDOW & DOOR MANUFACTURER.
5, CONTRACTOR TO VERIFY WINDOW AND DOOR DIMENSIONS PRIOR TO
ORDERING WINDOWS,
6. EGRESS WINDOWS SIZED FOR "MILGARD STYLE LINE" SERIES
WINDOWS. CONTRACTOR TO VERIFY EGRESS REQUIREMENTS IF A
DIFFERENT MANUFACTURER / MODEL IS CHOSEN,
INSULATION CERTIFICATE (SEATTLE)
CONTRACTOR SHALL COMPLETE AND POST AN INSULATION CERTIFICATE
FOR RESIDENTIAL CONSTRUCTION WITHIN 3' OF THE ELECTRICAL PANEL
PRIOR TO FINAL INSPECTION.
AIR LEAKAGE (SEATTLE):
A WRITTEN REPORT OF THE TEST RESULTS, SHALL BE SIGNED BY THE
TESTING PARTY AND PROVIDED TO THE BUILDING INSPECTOR, PRIOR TO
CALL FOR FINAL INSPECTION,
HIGH EFFICACY LAMPS
A MINIMUM OF 75 PERCENT OF PERMANENTLY INSTALLED LAMPS IN
LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS,
OTHER REQUIREMEVTS:
a. GUARDRAILS: MIN. 36" HT, MAX, 4" SPACING BETWEEN
INTERMEDIATE MEMBERS (42" MIN. HT. FOR R-2 EXTERIOR).
b. FLOORINGS: BOTTOM MIN. 12" BELOW GRADE, TOP OF FOUNDATION
WALL MIN. 6" ABOVE GRADE.
c. CONCRETE SLABS ON GRADE: 3-1/2" MIN. THICKNESS.
d, PIER BLOCKS: MIN. 12" X 12" SIZE; RESTING ON CONCRETE PAD MIN.
12" BELOW GRADE.
e, FOUNDATION WALLS: PROVIDE ONE (1) #4 REBAR TOP AND BOTTOM
AND AT ALL WINDOWS/DOOR OPENINGS. LIMIT 4' MAX. BACKFILL.
f. FOUNDATION ANCHOR BOLTS: MIN, 1/2" X 10", 6 FT. ON CENTER
MAX. WITH TWO (2) BOLTS PER PIECE OF PLATE AND AT LEAST
ONE (1) BOLT WITH 12" AT END OF EACH PIECE (REQUIRED FOR
NEW CONSTFUCTION),
9, ALL STRUCTURAL SOFTWOOD PLYWOOD, PARTICLE BOARD, WAFER
BOARD, AND OSB BOARD ARE STAMPED WITH EXPOSURE '1' OR
'EXTERIOR',
h. WATER HEATER STORAGE TANK LABELED AS MEETING 1987 NAT'L
APPLIANCE ENERGY CONSERVATION ACT. ASHRAE STANDARD
90A-1980 INSULATION TO R-16 OR R-10 PAD IF LOCATED OVER
UNINSULATED SLAB,
i. INSULATE HOT AND COLD WATER PIPES TO R-3 IN UNHEATED
AREAS,
SHOWER REGULATOR TO LIMIT HOT WATER DISCHARGE TO 2.5 GPM
WOOD STOVES AND FIREPLACES HAVE TIGHT FITTING DOORS,
OUTSIDE COMBUSTION AIR DUCTED TO FIREBOX WITH ACCESSIBLE
DAMPER, MIN 6 SQ IN FREE VENT AREA. TIGHT FITTING FLUE
DAMPERS REQ'D.
ALL GAS AND OIL COMBUSTION APPLIANCES HAVE A DIRECT VENT
OR FORCED DRAFT VENTING.
m. RECESSED L;GHTS ARE I,C. RATED, DOUBLE WALL CAN LIGHTS OR
WITHIN SEALED WPGWB BOX -IN.
k.
RECEIVED
CITY OF TUKWILA
JAN 0 5 2018
PERMIT CENTER
DESCRIPTION
PERMIT SUBMITTAL
CORRECTION CYCLE 1
N
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wF
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LO
APPROVAL STAMP
ENGINEER STAMP
A RESIDENTIAL REMODEL
TDANG REMODEL
RST REAL ESTATE LLC CO
13534 35TH AVE S
TUKWILA, 981068
GENERAL NOTES
JOB NO.
17-198
HALF SCALE
11x17
FULL SCALE
22x34
SHEET
A1 .1
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAN 10200
City of Tukwila
BUILDING DIVISION
LEGEND
4x8 HF#2
(N) DECK
33'-1"
NEW STUD WALL
EXISTING WALL TO REMAIN
DEMOLISHED NON-BEARING WALLS (DLO.)
NEW BEAM
NEW LEDGER
12'-1"
4x8 HF#2
SMOKE DETECTOR
3'-5"
2'-4"
3'-1"
/ / iii//iii/
INDICATES REFERENCE TO KEYNOTES SEE KEYNOTES ON
THIS SHEET FOR BALANCE OF INFORMATION
CARBON MONOXIDE DETECTOR WITH BATTERY BACKUP.
OSEE DOOR AND WINDOW SCHEDULE ON SHEET A1.1 FOR
A# DETAILED INFO
PLAN KEYNOTES
PLAN KEYNOTES
MASTER
BEDROOM
4'-1"
HANGERS SHALL BE LU528 UNLESS OTHERWISE NOTED.
2, NEW FOOTINGS SHALL BE PROVIDED AT 4x4 HF#2 POSTS PER
DETAILS 1/4.1,
3. CEDAR DECKING SHALL BE ATTACHED TO THE PT. JOISTS
BELOW WITH (2) GALVANIZED NAILS AT EA INTERSECTION.
DECK SCREWS MAY BE USED IN LIEU OF NAILS.
4. PROVIDE A DOUBLE JOIST AT EA END & BLOCKING IN THE
LAST 2 BAYS AT EA HANDRAIL POST.
5. HANDRAIL ATTACHMENT PER DETAIL 2/A4.1 PROVIDE POSTS AT
6' o/c MAX.
6. MIN (4) 16d NAILS REQUIRED TO CONNECT TOP RAIL TO POSTS
7. CONCEALED FLANGE HANGER HUC210-2 SHALL BE USED AT
THE END LOCATIONS,
50CFM
DINING
LAUNDRY
22x34: SCALE 1/4" = 1'-0"
11x17: SCALE 1/8" =11-0"
1. 3.5"x6" 24F -V4 GLU-LAM BEAM w/ (2) 2x STUDS EA.
END
2. 3",5"x10,5" 24F -V4 GLU-LAM BEAM w/ (2) 2x STUDS EA,
END
3, CONTRACTOR TO VERIFY DIRECT LOAD PATH TO
EXISTING FOUNDATION BELOW, IF ADEQUATE
FOUNDATION IS NOT PRESENT PROVIDE 30" SQ. X 11"
THICK FOOTING REINF. WITH (3) #4 EACH WAY.
4. 95% EFFICIENT DIRECT VENT GAS WATER HEATER
INSTALLED PER MANUFACTURERS SPECS.
ALTERNATIVELY INSTALL ELECTRIC WATER HEATER.
PROVIDE A MIN OF 3" CLEARANCE ON EACH SIDE
AND BACK, WITH A MIN OF 30" CLEARANCE ON
SERVICE SIDE. TANK TO BE SEISMICALLY ANCHORED.
5. 957 EFFICIENT DIRECT VENT GAS FURNACE
INSTALLED PER MANUFACTURERS SPECS.
ALTERNATIVELY INSTALL ELECTRIC FURNACE,
PROVIDE A MIN OF 3" OF CLEARANCE ON EACH SIDE
AND BACK, WITH A MIN OF 30" CLEARANCE ON
SERVICE SIDE,
8'
GENERAL NOTES
LIVING ROOM
SD BEDROOM
� f
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///// ////y//
/
/
/
/
/
/
/
/
/
APPROVAL STAMP
ENGINEER STAMP
A. PLANS MUST BE APPROVED BY THE GOVERNING BUILDING
OFFICIAL OR PROFESSIONAL ENGINEER PRIOR TO WORK
COMMENCING,
B. CONTRACTOR TO VERIFY ALL STRUCTURAL LOAD PATHS AND
EXISTING SHEAR / BRACED WALL LOCATIONS BEFORE REMOVING
ANY WALLS. STRUCTURAL DEVIATIONS FROM THE PLAN SHOULD
BE VERIFIED BY A STRUCTURAL ENGINEER OR BUILDING
INSPECTOR, YEN DESIGN IS TO BE CONTACTED IF ACTUAL
EXISTING FRAMING CONDITIONS VARY FROM PLAN ASSUMPTIONS
AFTER CEILING WALL COVERINGS ARE REMOVED.
C. SEE SHEET A1.1 FOR COMMON CODE REQUIREMENTS.
D. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ON ALL
LEVELS OF THE DWELLING AND PLACED IN PROXIMITY TO
SLEEPING AREAS,
E. SMOKE DETECTORS SHALL BE INSTALLED ON ALL LEVELS OF
THE DWELLING AND WITHIN EACH SLEEPING AREA, DIRECT
WIRING REQUIRED,
F. VERIFY WINDOW & DOOR ROUGH OPENING SIZES WITH WINDOW &
DOOR MANUFACTURER.
G. ALL DIMENSIONS TO STUD WALL.
H. CONTRACTOR TO VFY ALL DIMENSIONS ON SITE PRIOR TO
CONSTRUCTION.
3'-6"
4'-4"
1'-4"
2'-11"
18'-2"
33'-1"
CONTRACTOR TO DETERMINE & VERIFY ALL WASTE DIVERSION
REQUIREMENTS PER THE LOCAL JURISDICTION. CONTRACTOR MAY
BE REQUIRED TO REQUEST LEED REPORTS FROM RECEIVING
FACILITIES.
J. DOORS WITHOUT PLACEMENT DIMENSIONS WILL BE 3" OFF WALL
OR ON CENTER, AS APPROPRIATE.
PROPOSED MAIN FLOOR PLAN
22x34:SCALE 1/4" = 1'-0"
11x17: SCALE 1/8" = 1'-0"
0' 1' 2' 4� 8',� EXISTING MAIN FLOOR PLAN
22x34:SCALE 1/8" = 1'-0"
11x17: SCALE 1/16" = 1'-0"
JAN 052018
PERMIT CENTER
JOB NO.
17-198
HALF SCALE
FULL SCALE
11x17
22x34
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAN 10 2018
City of Tukwila
BUILDING DIVISION
4 RIDGE HEIGHT
4 MAIN LEVEL TOP PLATE
MAIN LEVEL FINISH FLOOR
I I I I I 1 I I 1 1 I I I I I I 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1
I I I I I I I I I I I I I I I
\I I
EAST ELEVATION
1 I 1
22x34: SCALE 1/4" =
11x17: SCALE 1/8" =
4 RIDGE HEIGHT
(FRONT) MAIN LEVEL TOP _ELATE
(REAR) MAK LEVEL TOP PLATE
4 MAIN LEVEL FINISH FLOOR
1 I I
NORTH ELEVATION
0' 1' 2'
4'
8'
•
0
,c)
22x34: SCALE 1/4" = 1'-O"
11x17: SCALE 1/8" =
0' 1' 2'
4'
8'
13-030sP-•
• RECEIVED
CITY OF TUKWILA
JAN 0 5 2018
PERMIT CENTER
DESCRIPTION
PERMIT SUBMITTAL
CORRECTION CYCLE 1
LIJ
cNi
CO
LLI
APPROVAL STAMP
ENGINEER STAMP
0
0
w
0 2
0
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17-=-j
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RST REAL ESTATE LLC CO
13534 35TH AVE S
co
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0
1.11
JOB NO. 17-198
HALF SCALE 11x17
FULL SCALE 22x34
SHEET
A3.1
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAN 10 2018
City of Tukwila
BUILDING DIVISION
15" MIN
DECK FOOTING DETAIL
SCALE: 1-1/2"=11-0"
BALUSTERS
SPACED SO
THAT A 4"
\\\\‘
SPHERE CAN
NOT PASS THRU
DO NOT NOTCH
PROVIDE 4x4
EXTERIOR
RAILING POST
@ 6'o/c OR PER
CONTRACTOR
(2) 5/8" DIA,
A307 BOLTS
RAILING POST
PER PLAN. DO
NOT NOTCH
4x4 RAILING
POST AT BOT,
EXTERIOR 2X4 AT TOP
AND BOT OF HANDRAIL
3-1/2" OFF F.F. PROVIDE
FB24R CLIPS EA END,
DECKING & NAILING PER
PLAN (DIRECTION MAY VARY)
iPROVIDE SOLID BLKG ACROSS
FULL DECK WIDTH @ EA.
RAILING POST, PROVIDE CONT.
CS16 STRAP ABV, BLKG
RIM JOIST OR BEAM
PER PLAN
BALUSTERS
SPACED 50
THAT A 4"
SPHERE CAN
NOT PASS THRU
DO NOT NOTCH
(2) 5/8"DIA.
A307 BOLTS
RAILING POST
PER PLAN. DO
NOT NOTCH
4x4 RAILING
POST AT BOT.
RIM JOIST
PER PLAN PERPENDICULAR TO JOISTS
DECK JOISTS
PER PLAN
2X BLOCKING w/ (3) 16d
NAILS EA SIDE AS SHOWN
SIMPSON DTT2Z w/ 1/2" DIA.
BOLT PER HOLDOWN
PARALLEL TO JOISTS
EXTERIOR 2X4 AT TOP
AND BOT OF HANDRAIL
3-1/2" OFF F.F. PROVIDE
FB24R CLIPS EA END,
DECKING & NAILING PER
PLAN (DIRECTION MAY
VARY)
DECK JOISTS
PER PLAN
SIMPSON DTT2Z w/
1/2" DIA. BOLTS THRU
JOIST
TYP. FRAMED HANDRAIL
(e.g. BALUSTERS)
SCALE: 1-1/2"=1'-0"
CB44 POST BASE
12" SONO TUBE
FORM TO GRADE
OR
ABOVE
(3) #4 VERT.
DOWEL
END OF BEAM
AS OCCURS
SIMPSON BC6
POST CAP
POST
PER PLAN
BEAM PER PLAN
POST CAP DETAIL
SCALE: 1-1/2"=1'-0"
EXISTING SIDING & SHTG
HANGER PER PLAN
DECKING & NAILING
PER PLAN (DIRECTION
MAY VARY)
DECK JOISTS PER
PLAN (DIRECTION
MAY VARY)
LEDGER PER PLAN
(2) 1/2" DIA. A307
BOLTS @ 16"o.c,
OR (3) 1/4" DIA.
SDS SCREWS @
16"o,c,
EXISTING SHTG
EXISTING JOIST
EXISTING RIM
JOIST
EXISTING STEM
WALL
LEDGER ATTACHMENT
SCALE: 1-1/2"=I-0"
RECEIVED
CITY OF TUKWILA
JAN 05 2018
PERMIT CENTER
a
0
0
0cj
PERMIT SUBMITTAL
CORRECTION CYCLE 1
ci
CO
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APPROVAL STAMP
ENGINEER STAMP
EL
RST REAL ESTATE LLC CO
a
LU
JOB NO.
17-198
HALF SCALE
11x17
FULL SCALE
22x34
SHEET
A4.1
11- 0 2,3
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAN 10 ni8
. City of Tukwila
BUILDING DIVISION