HomeMy WebLinkAboutPermit D16-0022 - TAWVEER RESIDENCE - GARAGE CONVERT TO BEDROOMSTANVEER RESIDENCE
5146 S 172 IN
D16-0022
Parcel No:
Address:
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.eov
8125200237
5146 S 172ND LN
Project Name: TANVEER RESIDENCE
DEVELOPMENT PERMIT
Permit Number:
Issue Date:
Permit Expires On:
D16-0022
5/23/2016
11/19/2016
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
SSM HOLDINGS LLC
5140 S 172ND LANE , SEATAC, WA,
98188
HARRY SINGH
5140 S 172ND LN , TUKWILA, WA,
98188
OWNER AFFIDAVIT - HARRY SINGH
NAVEED TAWVEER
Address: 5146 S 172 LN , TUKWILA, WA, 98188
Phone: (206) 261-7657
Phone:
Expiration Date:
DESCRIPTION OF WORK:
CONVERT EXISTING GARAGE TO BEDROOMS
Project Valuation: $8,000.00
Type of Fire Protection:
Sprinklers: YES
Fire Alarm: NO
Type of Construction: VB
Electrical Service Provided by: TUKWILA
Fees Collected: $424.58
Occupancy per IBC: R-3
Water District: HIGHLINE
Sewer District: TUKWILA
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:
2012
2012
2012
2012
2012
National Electrical Code:
WA Cities Electrical Code:
WAC 296-46B:
WA State Energy Code:
2014
2014
2014
2012
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
No
aAdAqh)
Permit Center Authorized Signature:
Date: I tt,
I 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 agr-e to the conditpns attached to this permit.
Signature:
Print Name:
Date;. /0,A
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: All wood to remain in placed concrete shall be treated wood.
6: There shall be no occupancy of a building until final inspection has been completed and approved by
Tukwila building inspector. No exception.
7: 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.
8: 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.
9: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles
shall be ventilated in accordance with the applicable provisions of the International Mechanical Code.
10: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion.
Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical
dimension. A minimum distance of 4 -inches shall be maintained above the controls with the strapping.
11: 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).
12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
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).
15: Applicant shall apply for the City's business license. Please contact Cindy Wilkins at 206-431-3680 to apply
for a business license. Also, please provide Information about the state license for the adult family home.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
0409 FRAMING
0606 GLAZING
1500 PLANNING FINAL
0603 ROOF/CEILING INSUL
0602 SLAB/FLOOR INSUL
0412 UNDERFLOOR FRAMING
0601 WALL INSULATION
CITY OF TUKI. .A
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Permit No. / — 602,2_
Project No.
Date Application Accepted:
Date Application Expires:
(For office use only)
cot
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 5746 Qom,., / 72_ LA) iu/,, j4 4 �e
Site Address: 5/4, / ZeJ i? 2__ 4/11
Tenant Name:
PROPERTY OWNER
Name: ,/ i z A y '
'/
<frt., c ,'
Name: �l / A.�"(/z io
1 i I /� ?
/7/2.
Cityzez&teifzi
Address�:5 j, 6 }5
z C A)
Phone:6 e, 7r57-
City: ' / 4/
State: 6v yi Zip
criff
CONTACT PERSON — person receiving all project
communication
Name: ,/ i z A y '
'/
<frt., c ,'
Address: 5/6/%0,/
/72_2.
Cityzez&teifzi
t
sh"d
Phone:6 e, 7r57-
Fax:
�tatTe:
Email:
Zip:
Phone:
GENERAL CONTRACTOR INFORMATION
Company Name:
Company Name:
Engineer Name:
Address:
v�
City:
City: State:
City:
�tatTe:
Zip:
Phone:
Fax:
Contr Reg No.:
Exp Date:
Tukwila Business License No.:
H:\Applications\Forms-Applications On Line\20I2 Applications\Permit Application Revised - 2-7-12.docx
Revised February 2012
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King Co Assessor's Tax No.: g[ z5 2. 0 2 '3' --
Suite Number: Floor:
New Tenant: ❑ Yes ❑ .. No
ARCHITECT OF RECORD
Company Name:
Architect Name:
Address:
City:
Stat
Zip:
Phone:
Email:
ENGINEER OF RECORD
Name:
Company Name:
Engineer Name:
f°
Address: Il\ ifr-
City:
City: State:
Zip:
Phone: Fax:
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:
�_�.,p
Address:
f°
City:
State:
Zip:
Page 1 of 4
BUILDING PERMIT INFORMATI( 206-431-3670
Valuation of Project (contractor's bid price): $
es ribe the scope of work (please provide detailed information):
e --
Existing Building Valuation: $ -9
Will there be new rack storage? ❑ ....Yes
E! ..No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
kj
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): 64560's CP 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: 3 Compact: Handicap:
Will there be a change in use?
❑ Yes
No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS: /
CI Sprinklers 0 Automatic Fire Alarm ❑ None ID Other (specify) /� s 1--f` n
Will there be storage or use of flammable; combustible or hazardous materials in the building? ❑ Yes 0 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
El On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:Wpplications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx
Revised: February 2012
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Page 2 of 4
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
15' Floor
2nd Floor
3rd Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
5z Z
5 7 2-
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): 64560's CP 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: 3 Compact: Handicap:
Will there be a change in use?
❑ Yes
No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS: /
CI Sprinklers 0 Automatic Fire Alarm ❑ None ID Other (specify) /� s 1--f` n
Will there be storage or use of flammable; combustible or hazardous materials in the building? ❑ Yes 0 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
El On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:Wpplications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx
Revised: February 2012
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Page 2 of 4
1 PUBLIC WORKS PERMIT INFO ATION — 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
❑ ... Highline
❑... Valley View ❑...Renton
0 ...Sewer Availability Provided
... Renton.
Renton
❑... Seattle
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.
Submitted with Application (mark boxes which apply):
❑ .. Civil Plans (Maximum Paper Size — 22" x 34")
❑ .. Technical Information Report (Storm Drainage)
❑ .. Bond ❑... Insurance ❑... Easement(s)
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 0
Non Right-of-way ❑
❑ .. Total Cut
❑ .. Total Fill
cubic yards
cubic yards
❑ .. Sanitary Side Sewer
❑ .. Cap or Remove Utilities
❑ .. Frontage Improvements
❑ .. Traffic Control
❑ .. Backflow Prevention - Fire Protection
Irrigation
❑•
❑.
❑.
❑•
❑...Geotechnical Report
0...Maintenance 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
❑... Storm Drainage
.. Abandon Septic Tank
.. Curb Cut
.. Pavement Cut
.. Looped Fire Line
Domestic Water
❑ .. Permanent Water Meter Size (1)
❑ .. Temporary Water Meter Size (1)
❑ .. Water Only Meter Size
❑ .. Sewer Main Extension Public
0 .. Water Main Extension Public
WO #
WO #
WO #
Private 0
Private ❑
❑... Grease Interceptor
... ▪ Channel Channelization
❑ ...Trench Excavation
❑... Utility Undergrounding
(2) " WO # (3) " WO #
(2) " WO # (3) " WO #
❑ .. Deduct Water Meter Size "
FINANCE INFORMATION
Fire Line Size at Property Line
Number of Public Fire Hydrant(s)
❑ .. Water ❑ .. Sewer 0 .. Sewage Treatment
Monthly Service Billing to:
Name:
Mailing Address:
Day Telephone:
Water Meter Refund/Billing:
Name:
Mailing Address:
City
State
Zip
Day Telephone:
City
State Zip
H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-I2.docx
Revised: February 2012
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Page 3 of 4
PERMIT APPLICATION NOTES —
l�
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
Signature:
Print Name:
A ENT:
Day Telephone:
Mailing Address: 5( G% d / 7 am, r
City State Zip
H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx
Revised: February 2012
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Date:
Page 4 of 4
Cash Register Receipt
City of Tukwila
DESCRIPTIONS
PermitTRAK
I ACCOUNT
I QUANTITY
I PAID
$263.96
D16-0022 Address: 5146 S 172ND LN
Apn: 8125200237
$263.96
DEVELOPMENT
$251.60
PERMIT FEE
R000.322.100.00.00
0.00
$247.10
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$12.36
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R8537
R000.322.900.04.00 0.00
$12.36
$263.96
Date Paid: Monday, May 23, 2016
Paid By: HARRY SINGH
Pay Method: CREDIT CARD 124089
Printed: Monday, May 23, 2016 9:48 AM 1 of 1
rSYSTEMS
Cash Register Receipt
City of Tukwila
DESCRIPTIONS
ACCOUNT I QUANTITY I PAID
PermitTRAK
$160.62
D16-0022 Address: 5146 5 172ND LN Apn: 8125200237
$160.62
DEVELOPMENT
$160.62
PLAN CHECK FEE
TOTAL FEES PAID BY RECEIPT: R7475
R000.345.830.00.00
0.00
$160.62
$160.62
Date Paid: Monday, January 25, 2016
Paid By: HARDEEP SINGH
Pay Method: CREDIT CARD 110535
Printed: Monday, January 25, 2016 2:03 PM 1 of 1
CSYSTEMS
(2)
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
bib - MZ2
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Proje :
I AX6
JA, VEt L
Type of Inspection:
1 u9Li 17l& t>�iti-Z
Address:
44 S )1211°
Date Called:
Instructions:
Date Wanted:
iz z///4Special
a.m.
Requester:
Phone No:
rte+
Approved per applicable codes. EJ Corrections required prior to approval.
COMMENTS:
Inspector: Abotio
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
INSP TION 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
Project:
1J'VeCte i&t" I ».t/
Type of Inspection: ,,,�
BO (.b/ABT(- t�-� AML
Address:
46 5 i7 uD Al
Date Called:
Special Instructions:
c�
Date Want :
ii ig/6
a.m
p.m•
Request
Pho No
- vet -f -s6
Approved per applicable codes. IM Corrections required prior to approval.
COMMENTS:
Inspector:
41444
Date:
////0
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
I TION 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
j)/9-OOZ2
Project:_je
//-lJ V6CR )?e
Type of In pection:
FaeiniiA16-
Address:
CR/6 S / 72Nb Lil
Date Called:
Special Instructions:
Date Wanted: >>
7// ///�
Requester:
MA ar&i
Phone No:
Zth- 26 F- 74S-7
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
Inspector//
Date: 7/////‘
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.
wl `oo-zz
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (0 431-3670
Permit Inspection Request Line (206) 438-935 6 cr
Project:
k Y
Type o In p c ion:
WL f J 11
stei
AIe s, 172_ t Jt�t
Date Called:
Special Instructions:
Date Wanted: / /
z%3-1 b
a.m.
p.m.
Re ester:
Phone No:
Approved per applicable codes. a Corrections required prior to approval.
OMMENTS:
Inspector:
Dat6 (,6
n 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 16 -QO 2-2.
PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188
Permit Inspection Request Line (206) 438-9350
(206) 431-3670
Pect: `�� /f��
r1« i'�tu r /
Type o Inspections
1 db !� 4---1"-1-‘4--
Addrf�ess: Sa f7!�"' ,
56 ( /-q
Date Called:
Specia Instructions: `l r;0/ t k1
Date Wanted:
- 1,6
p.m.
RerluVer:
r-rq rry
Phone NL:
2
7 65.7
ElApproved per applicable codes.
Vis
Corrections required prior to approval.
COMMENTS:
ft-oV/ P' ----MJ
CcU/
re -WL
Inspector:
L i REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
Dates / �_j
INSPECTION RECORD
Retain a copy with permit
PECTION 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
Pro'ect:
,Jeer fLL
Type of In pection:
Date Called:
di) l
Addres `' (7i 1
5--IgcSpecial
"`tetDate
rw--
R. ��
Instructions:
/�
Wanted,: y
7i`7 " P f
I W
a.m.
p.m.
Requester:
Phone No:
Approved per applicable codes. D Corrections required prior to approval.
COMMENTS:
e)CC-1 ct
ri
q ac
per
Inspector: rev
Date: , f
I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
re/
MITCHELL ENGINEERING INC.
564 itiag,k •
4/itz,41A.,
iti2e 6iAdifizif 5/4444.7/ 47-1/
PREPARED BY
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CORRECTION
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PROJECT /_7 /j44.
7821 - 168th Ave. N.I
Redmond, WA 9805
(425) 747-150
mitchellengineeringinc@comcast. of
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAY 162016
City of Tukwila
BUILDING DIVISION
CITY OF TUKWILA
APR 05 2016
PERMIT CENTER
SHEET NO OF 5
SUBJECT 44&-#4�` �-�i �OB NO • ' 25Z
MITCHELL ENGINEERING INC.
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PROJECT 1446 2
SHEET NO OF
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MITCHELL ENGINEERING INC.
7821 - 168th Ave. N.1
Redmond, WA 9805
(425) 747-150
mitchellengineeringinc@comcast. ne
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PROJECT
SUBJECT
SHEET NO OF
JOB NO D/' -/p-252
MITCHELL ENGINEERING INC.
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7821 - 168th Ave. N.1
Redmond, WA 9805
(425) 747-150
mitchellengineeringinc@comcast.nt
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‘5.7xd-71 E.).‘ A414 /44144/-
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PREPARED BY_J ' '� ° ' PROJECT
DATE
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SHEET NO ✓ OF
SUBJECT TOR NO ® 252
MITCHELL ENGINEERING INC.
7821 - 168th Ave. N.1
Redmond, WA 9805
(425) 747-150
mitchellengineeringinc@comc ast. of
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DATE�,! �NO OF
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16 di-r-rpgq7 7/41
cos 61-140/Cf7/1kr brJa.
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Dryco Surveying
827 Main St., Suite A.
Sumner WA 98390
EASEMENT
A portion of the Section 26, Township 23 North, Range 4 East, W.M.
Assessor's Tax Parcel I.D. No 8125200236
WHERE AS Sylvia Drake (owner of SMS Holdings, LLC) is executing this document as the owner of
the following described lot:
Lot 3, City of Tukwila Short Plat No. L04-070 recorded under recording number 20070511900001
records of King County, Washington.
DO HEREBY make and declare an easement for Ingress and Egress, upon the above-described Lot,
said easement being described as follows:
That portion of Lot 3 of The Pieper Short Plat, City of Tukwila Short Plat
number L40-070, recorded under Auditor's file number 20070511900001, records
of King County, Washington described as follows:
Beginning at the most Southerly corner of said Lot 3; thence North 52°21'14"
West along the Northwesterly bearing property line of lot 3, 77.85 feet;
thence North 89°26'07" East, 32.38 feet to the Southwesterly bearing property
line of Lot 3; thence South 52°21'14" East, 44.67 feet to Northerly margin of
S.172nd Lane and the beginning of a curve to the left from which the radius
point bears South 65°46'06" East, having a radius of 80.00 feet and a
central angle of 15°25'25"; thence along said margin southwesterly and
southerly along said curve, 21.54 feet to the Point of Beginning.
FOR the benefit of Lot 4, City of Tukwila Short Plat No. L04-070 recorded under recording
number 20070511900001 records of King County, Washington.
Sylvia
Lia t
rake (owner of SMS Holdings, LLC)
STATE OF WASHINGTON }
}
COUNTY OF/B/ KING I
REVIEWED FOR
CODE COMPLIANCE RECEWED
APPROVED CITY OF TUKWILA
ti4Y 16 2016 MAY 05 2016
1City��off� Tukwila
SYLVIA DRAKE — MEMBER aUSMPIK _5 2
I certify that I know or have satisfactory evidence that / , on this day
personally appeared before me and is to me known to be the individual that executed the within
and foregoing instrument, and acknowledged said instrument to be the free and voluntary act, for
the uses and purposes therein mentioned, and on oath stated that he is authorized to execute said
instrument.
PERMIT CENTER
Given under - . . official seal this
v.
41.1.22_-_A m z. . .. ....w -di
Not.. Publ Ain and .
GARY P SCHU
3rd
of Washington,
Residing at ORTING, WA
COMMISSION EXPIRES: /05/04/19
CORRECTION
LTR#
day of
(OOjz.
EXHIBIT A
SS92131E 190.00'
N00'48'37"W 91.34'
8.47'
N89 *11 '23 "E
PIEPER SHORT PLAT
AFN 200 7051 1 900001
CITY ROF TUKWIL
A
NAY 0 5 2016
PERMIT CENTER
April 11, 2016
City of Tukwila
Department of Community Development
HARRY SINGH
5140 S 172ND LN
TUKWILA, WA 98188
RE: Correction Letter # 2
DEVELOPMENT Permit Application Number D16-0022
TANVEER RESIDENCE - 5146 S 172ND LN
Dear HARRY SINGH,
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:
PLANNING DEPARTMENT: Carol Lumb at 206-431-3661 if you have questions regarding these comments.
• Fourth parking spot in northwest corner of parcel is not accessible under the current access easement granted by
Lot 3 to Lot 4. Revise the access easement to allow access to the area proposed and move the parking stall closer to
the street.
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.
If you have any questions, I can be reached at 206-431-3655.
Sincerely,
Bill Rambo
Permit Technician
File No. Dl 6-0022
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
City of Tukwila
Department of Community Development
RE: CORRECTION LETTER #1
PERMIT APPLICATION NUMBER D16-0022
TAWVEER RESIDENCE- 5146 S 172"D LN
o GENERAL
-SEE ENG STAMP & SIGNATURE
o BUILDING REVIEW
(1) SEE SHEETS A-3 & 2 OF 2
(2) SEE SHEETS A-3 , 1& 2 OF 2
(3) FLOOR ABOVE PROPSED AREA
(4) SEE SHEETS A-3 & 2 OF 2
(5) SEE SHEETS A-3 & 2 OF 2
(6) PER CLIENT
(7) SEE SHEET 2 OF 2
o PLANNING DEPARTMENT
• ADDITIONAL 10 FT X 20 FT PARKING HAS BEEN ADDED AT NW CORNER. ACCESS WITH LOT 3
ESMT.
CORRECTION
LTR#
bu oozz
RECEIVED
CITY OF TUKWILA
APR 0 5 2016
PERMIT CENTER
City of Tukwila
Department of Community Development
February 08, 2016
HARRY SINGH
5140 S 172ND LN
TUKWILA, WA 98188
RE: Correction Letter # 1
DEVELOPMENT Permit Application Number D16-0022
TAWVEER RESIDENCE - 51.46 S 172ND LN
Dear HARRY SINGH,
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: Allen Johannessen at 206-433-7163 if you have questions regarding these comments.
• (GENERAL 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. With the alteration of the garage to convert to bedrooms indicates a conversion to an Adult Family Home.
Provide clarification on the plans identify the use and indicate if the intent is for "Type A" or "Type B" units. The
Type A unit shall be wheelchair accessible. With the current design some elements would not meet code, most
specifically the bathroom. Please provide clarification and include accessible details and specifications for the
required barrier free elements i.e. grab bars, fixture spacing with all dimensions shown. (IBC SECTION 1107,
1107.6 and ANSI 1003 & 1004)
2. For Type A or B units, accessible routes (i.e. from exterior parking) shall consist of one or more of the following
elements: walking surfaces with a slope not steeper than 1:20, doors and doorways, ramps, elevators, and platform
lifts. Show building access meets code. (ANSI 1004.3.2)
3. Show attic access location with insulated and sealed access panel.
4. Specify bedroom windows as egress complying with all egress element requirements. Also all doors shall be
lever type and meet accessible barrier free requirements. (SECTION R310 & IBC 1008.1.9)
5. Bedroom 1 & 2 and the bathroom do not show doors. Please show all operating doors and type of hardware.
Bathroom shall be provided with accessible features and grab bars for type of unit. (ANSI 1003.11 & 1004.11)
6. Specify type of heating for the new rooms. (IBC 1204.1 Washington State Amendments)
6300 Southcenter Boulevard Suite #100 • Tukwila Washin eton 98188 • Phone 206-431-3670 • Fax 206-431-3665
7. Apparently the garage doors are to remain. However this also shows a large cavity. Show or specify horizontal
(10 feet) and vertical fire draft stops provided per code. (IRC R302.11)
PLANNING DEPARTMENT: Carol Lumb at 206-431-3661 if you have questions regarding these comments.
• The approved plans for the original house shows five bedrooms plus a bonus room that could be used as a
bedroom. This requires three parking spots, which were accounted for by the three car garage. The conversion of
the garage to two bedrooms and two storage rooms adds the requirement of two additional parking stalls for a total
of 4 parking spots. Please show where four parking stalls will be provided on the property with the elimination of
the garage spaces. See TMC 18, Figure 18-7 for the required number of parking spaces for cars. Please also be
aware that the typical parking dimensions are 8.5 ft. in width by 19 ft. in length. The driveway at it's longest is
only 34 ft. in depth, so there does not appear to be enough room for two cars to park in tandem. Cars may not
overhang the driveway into the sidewalk or public right-of-way.
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.
If you have any questions, I can be reached at (206)433-7165.
Sincerely,
Rachelle RipleyF(A4
Permit Technician
File No. D16-0022
6300,Snuthcenter Rnulevard .Suite #11111 • Tukwila Wnchinot, n 9R1RR • Phnno 2116-4?1_3/711 FrIV ?l16-41?1_?j�t
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0022 DATE: 05/05/16
PROJECT NAME: TANVEER RESIDENCE
SITE ADDRESS: 5146 S 172 LN
Original Plan Submittal
X Response to Correction Letter # 2
Revision #
Revision #
before Permit Issued
after Permit Issued
DEPARTMENTS:
Building Division
Public Works
n
MD AW&
Fire Prevention n Planning Division in
Structural
Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable
(no approval/review required)
DATE: 05/10/16
Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved
DUE DATE: 06/07/16
❑ Approved with Conditions n
Corrections Required
(corrections entered in Reviews)
Denied
(ie: Zoning Issues)
n
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
rERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0022 DATE: 04/05/16
PROJECT NAME: TANVEER RESIDENCE
SITE ADDRESS: 5146 S 172 LN
Original Plan Submittal
X Response to Correction Letter # 1
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
Building Division
II
Public Works
Fire Prevention
Structural
Ch CaYR
Planning Division II
Permit Coordinator III
PRELIMINARY REVIEW:
Not Applicable n
(no approval/review required)
DATE: 04/07/16
Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
(corrections entered in Reviews)
Notation:
NIX(' ON"
Approved with Conditions
Denied
(ie: Zoning Issues)
DUE DATE: 05/05/16
n
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED. ` 4 wl� Y r /I���I/J
Departments issued corrections: Bldg D Fire D Ping PW ❑ Staff Initials: U�� r�
12/18/2013
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0022 DATE: 01/25/16
PROJECT NAME: TAWVEER RESIDENCE
SITE ADDRESS: 5146 S 172 LN
X Original Plan Submittal
Revision #
before Permit Issued
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS:
Building Division lir
Public Works
A1�
Fire Prevention 1011 Planning Division
C 014
Structural
❑ Permit Coordinator is
PRELIMINARY REVIEW:
Not Applicable ri
(no approval/review required)
DATE: 01/26/16
Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved
❑ Approved with Conditions
Corrections Required
(corrections entered in Reviews)
Denied
(ie: Zoning Issues)
DUE DATE: 02/23/16
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
Date: 5
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Web site: http://www.TukwilaWA.gov
REVISION
SUBMITTAL
Revision submittals must be submitted in person at the Permit Center.
Revisions will not be accepted through the mail, fax, etc.
5716'
Plan Check/Permit Number:
-?/:64- -60 ZZ
a Response to Incomplete Letter #
- Response to Correction Letter # 2
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
❑ Deferred Submittal #
Project Name:
Project Address:
5/Z/Z . /72_ _1._/)
Contact Person:
Summary of Revision:
Phone Number:
.),,z.c.,-e_1-7•1 2-e*
CITY OF TUKWILA
PERMIT CENTER
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by:
Entered in TRAKiT on
W:\Permit Center \Templates\Forms\Revision Submittal Form.doc
Revised: August 2015
City of Tukwila
REVISION
SUBMITTAL
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Web site: http://www.TukwilaWA.gov
RECEIVED
CITY OF TUKWILA
APR .0 5 2016
PERMIT CENTER
Revision submittals must be submitted in person at the Permit Center.
Revisions will not be accepted through the mail, fax, etc.
Date: LI IS I I b Plan Check/Permit Number:
'IP -Response to Incomplete Letter # I
Response to Correction Letter # i
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
❑ Deferred Submittal #
Project Name:
Project Address:
Contact Person:
-/6— oozz
( a, 1 -2L
ki�Y
Summary of Revision:
k `t +-cc-
Phone Number: 20 6-76 % 65"7 -
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by:
Entered in TRAKiT on OL//O,54
W:\Permit Center\Templates\Forms\Revision Submittal Form.doc
Revised: August 2015
Lh
CITY OF TUKTNILA
Department of Community Development
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431-3670 FAX (206) 431-3665
E-mail: tukplan@ci.tukwila.wa.us
Permit Center/Building Division
206 431-367o
Public Works Department
206 433-0179
Planning Division
206 431-367o
AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION
STATE OF WASHINGTON)
COUNTY OF KING )
ss.
"\NKPEE-7F
[please print name]
Y v t ,sates as follows:
PERMIT NO: D l -0°;‘
1. I have made application for a permit from the City of Tukwila, Washington.
2. I understand that state law requires that all building construction contractors be registered with the
State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the
Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have
read or am familiar with RCW 18.27.090.
3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the
City of Tukwila must verify either that the contractor is registered by the State of Washington, or that
one of the exemptions stated under RCW 18.27.090 applies.
4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I
hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090,
I consider the work authorized under this permit to be exempt under number I I , and will therefore
not be performed by a registered contractor.
5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to
persons making electrical installations on their own property or to regularly employed employees
working on the premises of their employer. The proposed electrical work is not for the construction
of a new building for rent, sale or lease.
I understand that I may be waiving certain rights that I might otherwise have under Mate law in any decision
to engage an unregistered contractor to perform construct'' n work.
LAURIE A. WERLE
NOTARY PUBLIC
STATE OF WASHINGTON
COMMISSION EXPIRES
MAY 29, 2018
2*/'
Owner/Owner's Ag
Signed a
,(7,3 day of
sworn to before me this
,20I
(NOT • ' Y PUBLIC in and fpr the State of Washington
Residing at /") //29 , County
Name as commissioned: �'1 /f -r-?-
My commission expires: nJ l aq //
18.27.090 Exemptions. The registration provisions of this chapter do not apply to:
1. An authorized representative of the United States
government, the state of Washington, or any incorporated
city, town, county, township, irrigation district, reclamation
district, or other municipal or political corporation or
subdivision of this state;
2. Officers of a court when they are acting within the scope
of their office;
3. Public utilities operating under the regulations of the
utilities and transportation commission in construction,
maintenance, or development work incidental to their own
business;
4. Any construction, repair, or operation incidental to the
discovering or producing of petroleum or gas, or the
drilling, testing, abandoning, or other operation of any
petroleum or gas well or any surface or underground mine
or mineral deposit when performed by an owner or lessee;
5. The sale of any finished products, materials, or articles of
merchandise that are not fabricated into and do not become
a part of a structure under the common law of fixtures;
6. Any construction, alteration, improvement, or repair of
personal property performed by the registered or legal
owner, or by a mobile/manufactured home retail dealer or
manufacturer licensed under chapter 46.70 RCW who shall
warranty service and repairs under chapter 46.70 RCW;
7. Any construction, alteration, improvement, or repair
carried on within the limits and boundaries of any site or
reservation under the legal jurisdiction of the federal
government;
8. Any person who only furnished materials, supplies, or
equipment without fabricating them into, or consuming
them in the performance of, the work of the contractor;
9. Any work or operation on one undertaking or project by
one or more contracts, the aggregate contract price of
which for labor and materials and all other items is less
than five hundred dollars, such work or operations being
considered as of a casual, minor, or inconsequential nature.
The exemption prescribed in this subsection does not apply
in any instance wherein the work or construction is only a
part of a larger or major operation, whether undertaken by
the same or a different contractor, or in which a division of
the operation is made into contracts of amounts less than
five hundred dollars for the purpose of evasion of this
chapter or otherwise. The exemption prescribed in this
subsection does not apply to a person who advertises or
puts out any sign or card or other device which might
indicate to the public that he or she is a contractor, or that
he or she is qualified to engage in the business of
contractor;
10. Any construction or operation incidental to the
construction and repair of irrigation and drainage ditches
of regularly constituted irrigation districts or reclamation
districts; or to farming, dairying, agriculture, viticulture,
horticulture, or stock or poultry raising; or to clearing or
other work upon land in rural districts for fire prevention
purposes; except when any of the above work is performed
by a registered contractor;
ii. An owner* who contracts for a project with a registered
contractor, except that this exemption shall not deprive the
owner of the protections of this chapter against registered
and unregistered contractors. The exemption prescribed in
this subsection does not apply to a person who performs
the activities of a contractor for the purpose of leasing or
selling improved property he or she has owned for less than
twelve months;
12.* Any person working on his or her own property,
whether occupied by him or her or not, and any person
working on his or her personal residence, whether owned
by him or her or not but this exemption shall not apply to
any person who performs the activities of a contractor on
his or her own property for the purpose of selling,
demolishing, or leasing the property;
13. An owner* who performs maintenance, repair, and
alteration work in or upon his or her own properties, or
who uses his or her own employees to do such work;
14. A licensed architect or civil or professional engineer
acting solely in his or her professional capacity, an
electrician certified under the laws of the state of
Washington, or a plumber certified under the laws of the
state of Washington or licensed by a political subdivision of
the state of Washington while operating within the
boundaries of such political subdivision. The exemption
provided in this subsection is applicable only when the
person certified is operating within the scope of his or her
certification;
15. Any person who engages in the activities herein
regulated as an employee of a registered contractor with
wages as his or her sole compensation or as an employee
with wages as his or her sole compensation;
16. Contractors on highway projects who have been
prequalified as required by RCW 47.28.070, with the
department of transportation to perform highway
construction, reconstruction, or maintenance work;
17. A mobile/manufactured home dealer or manufacturer
who subcontracts the installation, set-up, or repair work to
actively registered contractors. This exemption only applies
to the installation, set-up, or repair of the
mobile/manufactured homes that were manufactured or
sold by the mobile/manufactured home dealer or
manufacturer;
18. An entity who holds a valid electrical contractor's
license under chapter_ 19.28 RCW that-employs.a certified
journ yman electrician, a certified residential specialty
electrician, or an electrical trainee meeting the
requirements of chapter 19.28 RCW to perform plumbing
work, that is incidentally, directly, and immediately
appropriate to the like-in-kind"replacement of a `household
appliance or other small household utilization equipment
that requires limited electric power and' limited waste
and/or water connections. An electrical trainee must be
supervised by a certified electrician while performing
plumbing work.
* Per Washington State Department of Labor and Industries lessee has
been interpreted to be equivalent to owner for purposes of exemptions.
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. . •
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NOTE:
- FOR ALL ENG. INFO REFER TO S-
SHEET(S)
- SEE A- SHEET(S) FOR ti REFERENCE
MUNICIPALITY
OCCUPANCY==
ADDRESS=
PARCEL=
04-
•
• 10 ST
LU
SIT -
4410
INTER STK]
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SOUTH
CENTER
MALL
•VICINITY MAP •
•
• SCOPE:
AT THE ADDRESS OF 5146 S. 172ND LN
TUKWILA, WA., A REMODEL SHALL BE
PREFORMED. EXISTING GARAGE SPACE
SHALL BE CONVERTED TO LIVING,
SPACE.
«••••••••••••••"
:3„(/,-i
b (0-, 0022
CORRECT ION
RECEIVED
CITY OF TUKWILA
MAY 05 2016
PERMIT CENTER
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAY 1 6 2016
City of Tukwila
BUILDING DIVISION
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TUKWILA, WA., A REMODEL SHALL BE
STRUCTURE== 24(
HEIGHT CALCULATION
AVERAGE GRAPE=
- ,..0--1
FINISH FLOOR= �1
RIDGE HEIG T= e -,,--,,g). I..-..- I.. co -ut1
•
COVERAGE
LOT SQ. FT.-== .‘9
TUKWILA, WA., A REMODEL SHALL BE
STRUCTURE== 24(
SHALL BE CONVERTED TO LIVING
SPACE.
COVERAGE==
+
i f ,, -
SQUARE FOOTAGE
MAIN = X
I
UPPER =
TOTAL =
GARAGE • = INWA # A
ATTIC VENTILATION
FOUNDATION VENTILATION
14445 ,,,,,
>4-(-c2'1 YEkl,%-r-04.3
NOTE:
-FOR ALL ENG. INFO REFER TO S-
SHEET(S)
-SEE A- SHEET(S) FOR ° REFERENCE
MUNICIPALITY= =
AT THE ADDRESS OF 5146 S. 172ND LN.
TUKWILA, WA., A REMODEL SHALL BE
PREFORMED. EXISTING GARAGE SPACE
SHALL BE CONVERTED TO LIVING
SPACE.
OCCUPANCY==.
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• Date:
City o orkAcia.
SCOPE: bUILL)INU i`JIVISIOt i
AT THE ADDRESS OF 5146 S. 172ND LN.
TUKWILA, WA., A REMODEL SHALL BE
PREFORMED. EXISTING GARAGE SPACE
SHALL BE CONVERTED TO LIVING
SPACE.
REVISIONS
• No changes shall bei made to the scope.
of work Without prior approval of
Ouilding Divisio
3l
ali
annJ may in:,'uco udd Donal pan rovli yr fess
i... iTAI E ted"ti.
REQUIRED FOR:
�P "�eh�nical
City of T u!..'ui'3
BIDIf.I,i^� DIVISION
RECEIVED.
CITY OF TUKWILA
APR 0 5 2016
PERMIT CENTER
CORRECTION
LTR#
REVIEWED—Fa-1
CODECOMPLIANCE
COMPLIANCE:
APPROVED
MAY:1.6 2016
11-J
City of Tukwila
BUILDING DIVISION
TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
frEM
DESCRIPTION OF BUILDING
ELEMENTS
NUMBER AND TYPE
OF FASTENERS 4 c
SPACING OF FASTENERS
Roof
1
Blocking between joists or rafters to top
plate, toe nail
3-8d (21/2" x 0.113")
2
Ceiling joists to plate, toe nail
3-8(1(21/2" x 0.113")
Cella' rg joists not attached to parallel railer,
laps over partitions, face nail
3-10d
Collar tie to rafter, face nail or 11/4" x 20
Sage ridge Oep
3-10d(3" x 0:128")
5
Rafter or roof truss to plate, toe nail
3-16d box nails (31/2" x
0.135") or 3-10d
common nails
(3" x 0.148")
2 toe nails on one side and 1 toe
nail on opposite side of each
rafter or truss)
6
Roof rafters to ridge, valley or hip rafters:
toe nail face rail
4-164(31/2" x 0.135")
3.16d (31/2' x 0.135")
Wall
7
8
Built-up studs -face nail
Abutting studs at intersecting wall corners,
face nal
10d (3" x 0.128")
24" o.c.
16d (31/2" x 0.135")
12" o.c.
9
10
11
12
13
Built-up header, two pieces with 1/2" spacer
16d (31/2" x 0.135")
16" o.c. along each edge
Continued header, two pieces
16d (31/2" x 0.135")
16" o.c. along each edge
Continuous header to stud, toe nail
4.8d (21/2" x 0.113")
Double studs, face nail
10d (3" x 0.128")
24" o.c.
Double top plates, face nail
10d (3" x 0.128")
24" o.c.
14
Double top plates, minium 24 -inch offset
of end joints, face nail in lapped area
8-16d (31/2" x 0.135")
15
Sole plate to joist or blocking, face nail
16d (31/2" x 0.135")
16" o.c.
16
Sole plate to joist or blocking at braced wall
panels
3-16d (31/2" x 0.135")
16" o.c.
17
Stud to sole plate, toe nail
3-8d (21/2" x 0.113") or
2-16d (31/2' x 0.135")
18
Top or sole plate to stud, end nail
2-16d (31/2" x 0.135")
19
Top plates, bps at corners and intersections,
face nail
2-10d (3" x 0.128")
20
1" brace to each stud and plate, face nail
2-8d (21/2" x 0.113")
2 staples 1 3/4" x
21
1" x 6" sheathing to eachbearing, face nail
2-8d (21/2" x 0.113")
2 staples 1 3/4"
22
1" x 8" sheathing to each bearing, face nail
2-8d (21/e x 0.113")
3 staples 13/ 4
23
Wider than 1" x 8" sheathing to each
bearing, face nail
3-8d (21/2" x 0.113")
4 staples 13/4,
Floor
24
Joist to sill or girder, toe nail
3-8d (21/2" x 0.113")
25
Rim joist to top plate, toe nail (roof
applications also)
8d (21/2" x 0.113")
6" o.c.
26
Ranjoist or blocking to sill plate, toe nail
8d (21/2" x 0.113")
6" o.c.
27
1" x 6" subfloor or less to each joist, face
nail
2-8d (21/2" x 0.113")
2 staples 13/4"
28
2" subfloor to joist or girder, blind and face
nail
2-16d (31/2" x 0.135")
29
2" planks (plank & beam- floor & root)
2-16d (31/2" x 0.135")
at each bearing
30
Built-up girders and beans, 2 -inch lumber
layers
10d (3" x 0.128")
Nail each layer as follows: 32"
o.c. at top and bottom and
staggered.
Two nails at ends and at each
splice.
31 Ledger strip supporting joists or rafters
3-16d (31/2 x 0.135") At each joist or rafter
ITEM DESCRIPIION OF BUILDING
MATERIALS
DESCRIPTION OF FASTENER c,e
Edger
(Inches)i
G8
(inches)
Wood structural panels, subfloor, roof and Interior wall sheathing to framing and particleboard welt sheathing to braining
32
3/88. 1/2
6d common (2" x 0.113') rail (subiioor wally
8d common (2112" x 0.131') nail (roof)f
6
12g
33
19/328. 1"
8d common nail (21/2" x 0.131")
6
128
34
11/8,_
10d common (3" x 0.148") nail or
8d (21/2" x 0.131'9 deformed nail
6
12
Other wail sheathing"
35
1/2" structural cellulosic
fiberboard sheathing
11/2" galvan ed rooting nail, 7/16" crown or 1"
crown staple 16 ga., 11/4" brig
3
6
36
25/32" structural cellulosic
fiberboard sheathing
13/4" galvanized roofing nail, 746 crown or 1"
crown staple 16 ga., 11/2" long
3
6
37
gypsumsheathangd
11/2" galvanized roofing rail staple galvanized,
11/2" long; 11/4 screws, Type W or S
7
7
38
5/8" gypsumsheathing1
13/4" galvanized roofing nail; staple galvanized,
15/8" lois 15/8" screws, Type W or S
7
7
A
Wood structural panels, combination subfloor uuderlayment to flaming
39
3/4" and less
6d deformed (2" x 0.120'9 nail or
8d commn (21/2" x 0.131'9 nail
6
12
40
7/8,_ 1„
8d conmon (21/2" x 0.131') nail or
8d deformed (21/2" x 0.120") nail
6
12
41
11/"-11/4,
10d common (3" x 0.148") mil or
8d deformed (21/2' x 0.120') nail
6
12
For S1:1 inch = 25.4 imus 1 foot = 304.8 arm 1 mile per hour = 0.447 m's;1 lCsi = 6.895 MPa.
a. All nails are smooth -common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall have mininunaverage bending yield
strengths as shown: 80 ksi for shank diameter of 0.192 rich (20d common nail), 90 ksi for shank diameters larger 4= 0.142 inch but not larger than 0.177 inch, and 100 ksi for
shank diameters of 0.142 inch or less.
b. Staples are 16 ge wire and have a minamm 7/16 -loch on diameter crown width.
c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater.
d. Four -foot by 8 -foot or 4 -foot by 9 -foot panels shall be applied vertically. .
e. Spacing of fasteners not included in this table shall be based on Table R602.3(2).
£ For regions having basic wind speed of 110 mph or greater, 8d deformed (21/2' x 0.120) nails shall be used for attaching plywood and wood structural panel roofaheathing to
Earning within minim= 48 -arch distance from ble end walls, ifinean roof heights more than 25 feet, up to 35 feet maxim nt
g For regions having basic wind speed of 100 mph or less, nails far attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on center.
When basic wind speed is greater than 100 nigh, nails for attaching panel roofsheathng to intermediate supports shall be spaced 6 inches on center for amninxan 48 -inch distance
fromridges, eaves and gable end walls; and 4 inches on center to gable end wall healing.
h Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Filnerboard sheathing shall conform to ASTM C 208.
i Spacing offasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at all floor perimeters only. Spacing of
fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking Blocking ofroof or floor sheathing panel edges perpendicular
to the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be supported by flaming members or solid blocking
j. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule, provide two toe nails on one side of the rafter and toe nails from the ceiling joist to
top plate in accordance with this schedule. The toe nail on the opposite side of the tater shall not be requited.
I/3
(e2:4)
CdA
mo -1
yes
Prescriptive compliance: Zone 4 Marine (Wood framed building) R402.1.1
no
U -Factor or Total UA Equivalent compliance R402.1:31 8402.1.4
Opening
area
of floorVertical
area
Glazing and Door
U -Factor
Ceiling InsulationAbove
footnote j
Grade
Wall
Below ,Grade
Wall (footnote c)
Floors
(over
,ed
Slab on
Grade
R21
Overhead
attic
vaulted
interior
exterior
Unlmtd
0.30
0..50
R-49 or R-38 Adv
R-38
R-21 int.
1 2.1 °
B
R-10
R•-30 .
R-10
fnntnnte c -R-21 equivalent maybe R-15
interior sired continuous insulation (cr), OR R-13 bait interior with R-5 continuous insulation (a).
---Vauftr3d ceiling requirementapplicable to single joist or rafter ceiling cavity, not scissor trusses.
Proposed
component
value
enter values as applicable: 1 Attic
vaulted
Walls
Below Grade Walls
Floors
Slab _
Efficient Water Heating 5a: Water heating system shall include one of the following: gas, propane or oil water heater
with minimum EF of 0.62 or electric water heater with minimum EF of 0.93 AND for both cases all showerheads and
kitchen sink faucets shall be rated at 1.75 gpm or less, all others at 1.0 gpm or less when tested in accordance with
ASME A112.18.1/CSA B125.1. (0.5 pt)
R-49 or R-38 Adv
R-38
R21
R21
R-10
R-30
R10
0.300
0.500
0.026
0.026
0.056
0.042
0.064
0.029 .
0.54
WHOLE HOUSE VENTILATION SYSTEMS
Select the "whole house ventilation system" that will be used. (graphic representations shown on page 8)
NOTE: In addition to the required `whole house ventilation system," "local exhaust ventilation" is required
in each kitchen, bathroom, water closet, laundry room, indoor swimming pool, spa, and other rooms where
excess water vapor or cooking odors may be present.
LOCATION OF WHOLE HOUSE FAN
cum
2012 International Residential Code Table M1507.3.3(1) (continuously operating systems)
MINIMUM VENTILATION RATES. FOR DWELLINGS FOUR STORIES OR LESS, Qr
Number of Bedrooms
Floor Area (sq.ft.)
0
1
2
3
4
5
6
7
,
>7
0 1500
1501 to 3000
3001 to 4500
4501 to 6000
6001 to 7500
> 7501
30
30
45
45
60
60
75
75
90
45
45
60
60
75
75
90
90
60
60
75
75
90
90
105
105
75
75
90
90
105
105
120
120
90
90
105
105
120
120
135
135
105
120
135
150
105
105
120
120
135
150
150 .
165
. ENERGY CREDIT OPTION DESCRIPTIONS
•1a
10.5.ot1
Efficient Building Envelope 1a: Table R402.1.1 Prescriptive compliance with openings U = 028, floor R38, slabs R
18 erimeter and entire slab, OR Total UA : >'li et UA reduced by 5%.(0.5 0
3a
.5 pt)
High Efficiency HVAC Equipment 3a: gas, propane, or oil-#ired=furnace or boiler with minimum AFUE of 95% Plans
shall specify heating equipment type, size:;; and minimum efficiency. (0.5 pt)
_.._18
5a
(0.5 pt)
Efficient Water Heating 5a: Water heating system shall include one of the following: gas, propane or oil water heater
with minimum EF of 0.62 or electric water heater with minimum EF of 0.93 AND for both cases all showerheads and
kitchen sink faucets shall be rated at 1.75 gpm or less, all others at 1.0 gpm or less when tested in accordance with
ASME A112.18.1/CSA B125.1. (0.5 pt)
E &Y :f� O E5 F WA a Tata :STA Y: cam:
:.t'ROVU�E::A,< iNIMU41•�At)DEt�:;IN�I,U1Tl(JtJ°'t.ES/EL��OF .
:4 LINe .':� 60e.e P:;•TO UNI1I 'ATED ...SPAGE5
R-�- D : f ' 11.0485 `.OV U 1EA11 P :`SPAGEa..: ;:::::
HOR120NT' LLY:
•
IIN65` ANP `�101N%5 IN EXtERIGR' WALLS "SWLL
is AIR
jAf'PRO't P':VA!?otZ' pARR1 R `.5WLL i?l= : f ROPE' RLY: tit T'AL1:EP IN
AGES, FORM#y.:°N�'iERE : GEiLl1 5 . /iRE : AF'PI, iFJ3 D11ZEG7LY . To.: Th 114;tR5lt
s' AL'5O . IN :;EXTERIOR WAI:L9:•
:It�i5T1�lLED 6 'Ml[ : l a4GtC : Y1'scum.: 6ZOL P ° GOIIER;
rai�1PA1') 4 ' WA! L: tREQIJIR P AT :; L :DRAWL::' 'AGESj: •
: t=1REPt:11l.E� `St` ALL '.P+E:':I ROYiP P :WITl t: : :
:AUTO•:G0NTf�Ol •a::: ••-
:: SrtOV rEP$ 5i 1+iL L`: t ti4V1* 'A '. i Y11 Gt7l411 1:.DEif IGS TO' I: IMIT
.:.`:::WATER MEA ER5' ` ;:KF1+�tJIF.EI TO. ; ;'i:AiaFJ 67....0E GOJtirli'L1�...
MATERS':LOGATED:''IN UNDATED...OWES: :55WWI1:A5 ARAGES:;T
:.iNGt rtt'F i i:E IN ::Apoil 0.:MIN.:'( 9(5"-A!.fl.OUt:...0 ••
• Duct leakage test results shall be provided to the building • inspector & homeowner
prior to an approved final inspection.
• A residential energy compliance certificate complying w/ sec. 105A is required to
be completed by the design professional or builder & permanently posted within 3
feet of the electrical panel prior to final inspection.
Each dwelling unit is required to be provided wi «' least one programmable
thermostat for the regulation of temperature.
• A signed affidavit documenting the duct leakage test results shall be provided to
the building inspector prior to an approved final inspection.
•
Min 75% of all interior luminaires shall be high efficacy luminaires & all exterior
lighting shall be high efficacy luminaires.
02 2 -
RECEIVED
CITY OF TUKWILA
APR 0 5 2016
PERMIT CENTER
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAY :16 2016
City of Tukwila
BUILDING DIVISION.
Section R325—Adult family homes.
SECTION R325
• ADULT FAMILY HOMES
R325.1 General. This section shall apply to all newly constructed adult family homes and all
existing single family homes being converted to adult family homes. This section shall not apply to
those adult family homes licensed by the state of Washington department of social and health
services prior to July 1, 2001.
R325.2 Submittal standards. In addition to those requirements in Section 106.1, the submittal
shall identify the project as a Group R-3 Adult Family Home Occupancy. A floor plan shall be
submitted identifying the means of egress and the components in the means of egress such as
stairs, ramps, platform lifts and elevators. The plans shall indicate the rooms used for clients and
the sleeping room classification of each room.
R325.3 Sleeping room classification. Each sleeping room in an adult family home shall be
classified as:
1. Type S - Where the means of egress contains stairs, elevators or platform lifts.
2. Type NS1 - Where one means of egress is at grade level or a ramp constructed in
accordance with R325.9 is provided.
3. Type NS2 - Where two means of egress are at grade level or ramps constructed in
accordance with R325.9 are provided.
R325.4 Types of locking devices and door activation.. Ail bedroom and bathroom doors shall
be openable from the outside when locked.
Every closet shall be readily openable from the inside.
Operable parts of door handles, pulls, latches, locks and other devices installed in adult family
homes shall be operable with one hand and shall not require tight grasping, pinching or twisting of
the wrist. Pocket doors shall have graspable hardware available when in the closed or open
position.
The force required to activate operable parts shall be 5.0 pounds (22.2 N) maximum. Required
exit doors shall have no additional locking devices.
Required exit door hardware shall unlock inside and outside mechanisms when exiting the
building allowing reentry into the adult family home without the use of a key, tool or special
knowledge.
R325.5 Smoke and carbon monoxide alarm requirements. All adult family homes shall be
equipped with smoke and carbon monoxide alarms installed as required in Sections R314 and
R315.1. Alarms shall be installed in such a manner so that the detection device warning is audible
from all areas of the dwelling upon activation of a single alarm.
R325.6 Escape windows and doors. Every sleeping room shall be provided with emergency
escape and rescue windows as required by Section R310. No alternatives to the sill height such
as steps, raised platforms or other devices placed by the openings will be approved as meeting
this requirement.
R325.7 Fire apparatus access roads and water supply for fire
protection. Adult family homes shall be served by fire apparatus access roads and water
supplies meeting the requirements of the local jurisdiction.
R325.8 Grab bar general requirements. Where facilities are designated for use by adult family
home clients, grab bars for water closets, bathtubs and shower stalls shall be Installed according
to this section.
R325.8.1 Grab bar cross section. Grab bars with a circular cross section shall have an outside
diameter of 1 1/4 inches minimum and 2 inches maximum. Grab bars with noncircular cross
section shall have a cross section dimension of 2 inches maximum and a perimeter dimension of
4 inches minimum and 4 5/8 inches maximum.
R325.8.2 Grab bar installation. Grab bars shall have a spacing of 1 1/2 inches between the wall
and the bar. Projecting objects, control valves and bathtub or shower stall enclosure features
above, below and at the ends of the grab bar shall have a clear space of 1 1/2 inches to the grab
bar.
EXCEPTION: Swing -up grab bars shall not be required to meet the 1 1/2 inch spacing requirement.
Grabs bars shall have a structural strength of 250 pounds applied at any point on the grab bar,
fastener, mounting device or supporting structural member. Grab bars shall not be supported
directly by any residential grade fiberglass bathing or showering unit. Acrylic bars found in bathing
units shall be removed.
Fixed position grab bars, when mounted, shall not rotate, spin or move and have a graspable
surface finish.
R325.8.3 Grab bars at water closets. Water closets shall have grab bars mounted on both
sides. Grab bars can be a combination of fixed position and swing -up bars. Grab bars shall meet
the requirements of R325.8. Grab bars shall mount between 33 inches and 36 inches above floor
grade. Centerline distance between grab bars, regardless of type used, shall be between 25
inches minimum and 30 inches maximum.
R325.8.3.1 Fixed position grab bars. Fixed position grab bars shall be a minimum of 36 inches
in length and start 12 inches from the rear wall.
R325.8.3.2 Swing -up grab bars. Swing -up grab bars shall be a minimum of 28 inches in length
from the rear wall.
R325.8.4 Grab bars at bathtubs. Horizontal and vertical grab bars shall meet the requirements
of R325.8.
R325.8.4.1 Vertical grab bars. Vertical grab bars shall be a minimum of 18 inches long and
installed at the control end wall and head end wall. Grab bars shall mount within 4 inches of the
exterior of the bath tub edge or within 4 inches within the bath tub. The bottom end of the bar shall
start between 36 inches and 42 inches above floor grade.
EXCEPTION: The required vertical grab bar can be substituted with a floor to ceiling grab bar meeting
the requirements of R325.8 at the control end and head end entry points.
R325.8.4.2 Horizontal grab bars. Horizontal grab bars shall be provided at the control end, head
end, and the back wall within the bathtub area. Grab bars shall be mounted between 33 inches
and 36 inches above floor grade. Control end and head end grab bars shall be 24 inches
minimum in length. Back wall grab bar shall be 36 inches minimum in length.
R325.8.5 Grab bars at shower stalls. Where shower stalls are provided to meet the
requirements for bathing facilities, grab bars shall meet the requirements of R325.8.
EXCEPTION: Shower stalls with permanent built-in seats are not required to have vertical or horizontal
grab bars at the seat end wall. A vertical floor to ceiling grab bar shall be installed within 4
inches of the exterior of the shower aligned with the nose of the built-in seat.
R325.8.5.1 Vertical grab bars. Vertical grab bars shall be 18 inches minimum in length and
installed at the control end wall and head end wall. Vertical bars shall
be mounted within 4 inches
of the exterior of the shower stall or within 4 inches inside the shower stall. The bottom end of
vertical bars mount between 36 inches and 42 inches above floor grade.
R325.8.5.2 Horizontal grab bars. Horizontal grab bars shall be installed on all sides of the
shower stall mounted between 33 inches and 36 inches above the floor grade. Horizontal grab
bars shall be a maximum of 6 inches from adjacent walls. Horizontal grab bars shall not interfere
with shower control valves.
R325.9 Ramps. All interior and exterior ramps, when provided, shall be constructed in accordance
with Section R311.8 with a maximum slope of 1 vertical to 12 horizontal. The exception to
R311.8.1 is not allowed for adult family homes. Handrails shall be installed in accordance with
R325.9.1.
R325.9.1 Handrails for ramps. Handrails shall be installed on both sides of ramps between the
slope of 1 vertical to 12 horizontal and 1 vertical and 20 horizontal in accordance with R311.8.3.1
through R311.8.3.3.
R325.10 Stair treads and risers. Stair treads and risers shall be constructed in accordance with
R311.7.5. Handrails shall be installed In accordance with R325.10.1.
R325.10.1 Handrails for treads and risers. Handrails shall be installed on both sides of treads
and risers numbering from one riser to multiple risers. Handrails shall be installed in accordance
with R311.7.8.1 through R311.7.8.4.
R325.11 Shower stalls. Where provided to meet the requirements for bathing facilities, the
minimum size of shower stalls for an adult family home shall be 30 inches deep by 48 inches
long.
R3 a Ramps _ {
,;:, b/Ali I t, _
tr s da ''''.p14.41'
R311.8.1 Maximum Slope one unit vertical In twelve units horizontal (8.3% slope). (Exception R311.8.1 Not allowed in AFH)
R311.8.2 Landing Requirements: min. 3X3 foot landing at top/bottom, where doors open onto ramps, and where ramp changes
directions.
R325.9.1 Handrails required on both sides of ramp in accordance with R311.8.3.1 R311.8.3.3.
R N/A.
8311.8.1 Maximum Slope one unit vertical in twelve units horizontal (8.3% slope). (Exception R311.8.1 Not allowed in AFH)
R311.8.2 Landing Requirements: min. 3X3 foot landing at top/bottom, where doors open onto ramps, and where ramp changes
directions.
R325.9.1 Handrails required on both sides of ramp in accordance with 8311.8.3.1— R311.8.3.3.
Guards below are depicted vertically as an example only. All Ramps must have Guards
-►- Less than 4"
�Handrail both sides
34"-38"
Guard
36" min
3' x 3' min
landing
38
minimum
3'x3'min
landing
One unit vertical In twelve units horizontal
is an 8.3% slope all along surface of the ramp.
lb -6
minimum
RECEIVED
CITY OF TUKWILA
APR 0 5 2016
PERMIT CENTER
RE,ViEWED FOR
CODE COMPLIANCE
APPROVED
MAY 1.6 .2016
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF.TUKWILA
APR 0 5 2016
PERMIT CENTER
REVIEWED FOR..
CODE COMPLIANCE
APPROVED
MAY 16 2016
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUK'WILA
APR 0 5 2016
PERMIT CENTER
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REVIEWED FOR...
CODE .COMPLIANCE
APPROVED
MAY16 2016..
City. of Tukw la
BUILDING DIVISION
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RECEIVED
CITY OF TUKWILA
APR 0 5 2016
PERMIT CENTER
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAY 1 G . 2016
ify- of TU wila
ING DIVISION