HomeMy WebLinkAboutPermit D14-0126 - CONTINENTAL MILLS - WALLCONTINENTAL MILLS
18000 ANDOVER PARK W
D14-0126
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.gov
DEVELOPMENT PERMIT
Parcel No: 3523049055 Permit Number: D14-0126
Address: 18000 ANDOVER PARK W Issue Date: 5/9/2014
Permit Expires On: 11/5/2014
Project Name: CONTINENTAL MILLS
Owner:
Name: SEGALE PROPERTIES LLC
Address: PO BOX 88028 , TUKWILA, WA, 98138
Contact Person:
Name: PAUL PETERSON
Address: PO BOX 88176 , SEATTLE, WA, 98138-
2176
Phone: (206) 816-7665
Contractor:
Name: OWNER AFFIDAVIT ON FILE Phone:
Address:
,
License No: Expiration Date:
Lender:
Name:
Address:
DESCRIPTION OF WORK:
BUILD NEW NON -LOAD BEARING WALL (18'X6"X8'2") IN ROOM 140. METAL STUDS WITH SUPPORT TRACK.
Project Valuation: $400.00
Fees Collected: $115.00
Type of Fire Protection: Sprinklers:
Fire Alarm:
Type of Construction: Occupancy per IBC:
Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: HIGHLINE
Sewer District: TUKWILA SEWER SERVICE
Current Codes adopted by the City of Tukwila:
Internations Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
2012 International Fuel Gas Code:
2012 WA Cities Electrical Code:
2012 WA State Energy Code:
2012
2012
2012
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
Permit Center Authorized Signature:
Date: ()sl 01 t
I hearby certify that I have read and : ed this permit and know the same to be true and correct. All
provisions of law and ordinances gov 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 phi) and agree to nditigns attached to this permit.
Signature: j
Print Name:
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: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height
shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay
bracing.
5: All construction shall be clone in conformance with the Washington State Building Code and the
Washington State Energy Code.
6: 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).
7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
8: 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.
17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable
with the following concerns:
9: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is
calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all
purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC
906.3) (NFPA 10, 5.4)
10: Maintain fire extinguisher coverage throughout.
12: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3)
11: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department
review and approval of drawings prior to installation or modification. New sprinkler systems and all
modifications to sprinkler systems involving more than 50 heads shall have the written approval of
Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the
Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence
without approved drawings. (City Ordinance No. 2436).
15: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may
require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437)
14: All new fire alarm systems or modifications to existing systems shall have the written approval of The
Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been
obtained. (City Ordinance #2437) (IFC 901.2)
16: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is
required for this project.
18: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed
that set forth in Table No. 803.9 of the International Building Code.
13: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City
Ordinances #2436 and #2437)
19: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not
imply approval of such condition or violation.
20: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire
Prevention Bureau at (206)575-4407.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
1400 FIRE FINAL
0409 FRAMING
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TulcwilaWA.gov
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**
`` / King Co A 'lessor's Tax No.: . f d2-3O
/8 0 Apo /�I+e/� �f/ 1% i Floor: / Site Address: � � /Y � w%� %J/:+'cF.>�uite Number: / V f�
Tenant Name: C•9417"it 3'77f-L / ' L/ New Tenant: ❑ Yes g<" o
Name: S"E�1 er / iOr' tee. 7
1.
Address: R d. At `o 0,-0
City: •k iim/ `..f State:140
Zip:96 0
- pert receiving all project ,
v. v.t
Name: AQL... / 6 T67izsc .),
Address: 4242/3.3e. G g/71
City:)27tvyC . State: /4/4_
Zip: oft;
Phone:`_ ,t r7‘.4 r Fax:02124
,1_6 - ei73
Email:
174Pt. J6-T� te'//PC' i�'A✓r-A.,7#PL. '1tii-f
ONTRACT13R INFORMATION
Company Name: N • /1
�-/
Address:
City:
State: Zip:
Phone:
Fax:
Contr Reg No.:
Exp Date:
Tukwila Business License No.:
Keb,
ARCHITECT OF RECORD
Company Name:
IY/4-
Architect Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
ENGINEER OF RECORD
Company Name:
6//4_
Engineer Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
LENDERIBOND ISSUED (required for projects $5,000 or,
greater, RCW 19.27.09),-,
Name:
Ai
Address:
City:
State:
Zip:
H:Wpplications\Forms-Applications On Line\2011 ApplicationsU'ermit Application Revised - 8-9-11.docx
Revised August 2011
bh
Page 1 of 4
JNFORMATION - 206-431-3670
Valuation of Project (contractor's bid price): $ YO Existing Building Valuation: $
Describe the scope of work (please provide detailed information): )
p/m /-1- D 13t'7y, /dy .. — 96 t �/� `.. G "X Y:Pr /N Prldvai 190.
/ye J 7 L d 7ri 0 s 44-./ TN "vpjaa►7— We/0'
Will there be new rack storage? ❑ Yes
12r.-No If yes, a separate permit and plan submittal will be required.
All Building Areas
Interior Remodel
Addition to
Existing
Structure
Type of
Construction: per
IBC
Basement
API:emory Stte '
Covirsdbeck
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): 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 'No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers 0 Automatic Fire Alarm 0 None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:\Applications\Forns-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
bh
Page 2 of 4
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 0
Signature: f
Print Name: J w— Day Telephone: 6i'" `�i‘ " %1‘r
Mailing Address: eav/ & . /47ic15 / /3OX cv. f/ % 6 , 5-7-977? L lfrl. %3-;v 7€
City State Zip
Date:
H:'Apphications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx
Revised August 2011
bh
Page 4 of 4
Cash Register Receipt
City of Tukwila
DESCRIPTIONS ACCOUNT QUANTITY
PermitTRAK
I PAID
$115.00
D14-0126 Address: 18000 ANDOVER PARK W Apn: 3523049055
$115.00
DEVELOPMENT
$111.75
PERMIT FEE
R000.322.100.00.00
$65.00
PLAN CHECK FEE
R000.345.830.00.00
$42.25
WASHINGTON STATE SURCHARGE
B640.237.114
$4.50
TECHNOLOGY FEE
$3.25
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R1922
R000.322.900.04.00
$3.25
$115.00
Date Paid: Friday, April 25, 2014
Paid By: CONTINENTAL MILLS
Pay Method: CHECK 513163
Printed: Friday, April 25, 2014 9:18 AM 1 of 1
INSPECTION RECORD
Retain a copy with permit
1121-vi?6
PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670,
Permit inspection Request Line (206) 431-2451
pro r.
i,. 1:;�e/1��:t /1,1R)
Type of. U coon
t,.r
Addy
o 00 /i 0 c1v(f vV
Date i t
--�
Special Instructions:
Date nted:� '' lel
/
uz.
p.m.
Requester.
Phone No:
QApproved per applicable codes.
EJCorrections required prior to approval.
COMMENTS:
CIA
inspects
Datesla) 4 ,
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
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431.3670
Permit Inspection Request Line (206) 431-2451
ird9 ect: —, ..:
/V 1 n i''►r Ai r A AA;11S
Type of 1 p ti n: .
pin x, , /\.6,
Mdr[e !!�� //� (J� ' /_ 4 /, /pate
( tJ V V A,V M. vi"V V "
Called:
.11101ft.
Special Instructions:
Date Wanted: r-
rJ'
/
f
(Amp,
P.m.
Requester:
Flog -4 SX-S7
3.
EJApproved.per applicable codes. OCorrections required prior to approval.
COMMENT&
ti
DateZ
f REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 SouthcentermBtvd...Suite:t00 att;to.achedute reinspection.
INSPECTION . RECORD
Petam a carifitirith permit
INSPECTION NUMBER
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park. East, Tukwila, Wa. 98188 206-575-4407
Project:
Address:
Suite #: egc+o
Special Instructions:
.Q.\.--N
(R,Approved per applicable codes.
COMMNTS:
Type of Inspection:
Con ct Perspn:
Phone No.:
Corrections required prior to approval
Needs Shift Inspection:
Sprinklers: �s
Fire Alarm: lM.,.,..„ ,.L
I
'
Hood & Duct:'
Monitor: ,.,
�x .
Pre -Fire:
Permits:
Occupancy1Type:
Date: (c, t 3(
100,00 REINSPECTION FEE RE n $ (BRED: You'will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection`
ek
Hrs.,
Billing Address
Attn:
Address:
City:
Word/Inspection Record Form.Doc
Company Name: -
State:
6/11/10
Zip:
T.F.D. Form F.P. 113
SEPARATE PERMIT
l EQUIRED FOR:
glulechanical
Igtlectrical
MrPlumbing
Was Piping
.:" of Tukwila
" DIVISION
mental C
(NEW)
ambE
FREEZER
CHEST
REVISI
No changes shall be ma
of wor% without prior a roval of
+'�•,' is Building Di rision.
will require a new plan submittal
} r ;! h i add tionai plan review fees.
NEW WALL
32.-6"
41'-0"
SS TAB;E
3XB
JPernilt : o,
omissions.
pl�f, A pp sl�jec t to errors and
r..v�e11V eu,�.O'Jr11 to
A c"' < . .IOf docu does not authorize
I. '' � a: ,.�., ' m� � Receipt
adopted code
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAY 0 9 2014
AT -
City of Tukwila
BUILING DIVISION
CITRECEIVED ut
APR 2 5 2014
3EAnurr cgoorp
DI ii.0/ aG
2' (TYP.)
18'
8'-2"
1
1
1
ONNECT STEEL STUD
TRACK TO SLAB W/.145
DIA POWDER DRIVEN
FASTENERS AT 16" O.C.
-MIN OF (2) PER PIECE
AND WITHIN 4" OF ENDS
2) #8 SELF TAPPING
16" O.C.
//SCREW
STUD CROSS BRACE TO
UPPER FLOOR AT SWITCH SIDE TO SIDE DIRECTIONS
20 GA TOP TRACK
�2) #8 SELF TAPPING
SCREW 16" O.C.
•
#8-18 EA SIDE TYP
U.N.O AT EA STUD
TOP AND BOTTOM
FRAMING ELEVATION
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAY 092014
City of Tukwila
BUILDING DIVISION
CITRECEIVED cLp
APR 2 5 2014
Pn,sgrrEA
REV
DATE
DESCRIPTION
BY
DO NOT SCALE
UNLESS OTHERWISE SPECIFIED
TOLERANCES ARE
FRACTIONS: t 1/32"
DECIMALS:
.XX t .03"
XXX t .010"
ANGLES t 1'
CONCENTRICRY:.015" TIR
CONTINENTAL MILLS — IC
18100 ANDOVER PARK W
TUKWILA, WA 98188
CONTINENTAL MILLS
FOOD PRODUCTS OF CHOICE
BY: MARC
SEBRING
DATE:
4/24/14
REF:
FOR: PAUL
PETERSEN
1/4"
SCALE:
s 1
CAD NO.
DRAWING NO.
ROOM IC-140
B
cenco
Steal Framing and Metal Lath
Corporate Headquarters
263 N. Covina lane
CHI, of Industry, CA 91744
Phone: 800.775.2362 I Fax: 626.330.1598
www.cemcosteel.com
Manufacturing Facilities
City of Industry, (A
Denver, (0
Ft. Worth, TX
Pittsburg, CA
Structural Engineering/Design
10014 Pittsburg Antioch Hwy
Pittsburg, (A 94565
Phone: 925.473.9340 I Fax: 925.473.9124
Technical Services
263 N. Covina Lane
City of Industry, (A 91744
Phone: 800.416.2278 I Fax: 626.249.5005
"S" - PUNCHED "C" STUDS, 33 MIL (20 GA. STRUCTURAL)
Geometric Properties
shads are fabricated in sued web depths and flange widths. All CEMCO slructurd loaf} bearing studs 3y `y s
e'S3rna12' �&'s'
are produced from hot -dipped galvanized steel it standard G60 coating. G90 a available upon special request.
Steel Thickness
Mil thidcness
Yield (KSI)
Design Thickness (in.)'
Minmumlladaress (in.)'s
33
33
0.0346 (0.88 mm)
0.0329 (.84 mm)
1) Uncoated steel thickness. Thickness is for arbor sheet steel.
2) Minimum Thickness represents 95% of the design ewkress and is
the minimum acceptable thiduiess de)vaed to the job site based on Section A4.3 of the AISI S10112007
Color Code (painted on ends)
33 mil: White
ASTM & Code Standards
• ASTM A653/A653M, A924/A924M, C955, A1003/A1003M, C1007
• IC( ES ESR-3016
• AISI S100.2007
• 2009/201218C
• 2010 CB(
LEED Points and Recycled Content
By using (EMU) metal lath products, your project can contribute
to earning LEED points for:
• LEED MR 2.1 and 2.2: Construction Woste Management: Up to 2 poi
• LEED MR 4.1 and 4.2: Recycled Content Up to 2 points.
• LEED MR 5.1 & 5.2: Regional Materials
BARE STEEL THICKNESS
0.0329"
0.84mm
REVIEWED FOR
CODE COMPLIANCE
APPROVED ())
MAY 0 9 2014
CEMCO cold -formed steel framing p
contain 30% to 35% recycled steel.
These products are produced from steel consisting of the following contents:
• Total Recycled Content: 32.9%
• Post -Consumer Content: 25.6%
• Pre -Consumer Content: 6.8%
ity of Tukwila
1I5DING DIVISIO
N
Technical Services
Contact Technical Services at 800.416.2278 for specific information
or email to techservices@cemcosteel.com
RICtEMIpD
COY OF TUI W11A
'APR 2 5 2014
FLANGE WIDTH
13S• 13C, 2' 8 2
34.93mm. 41.mm228mm, 50.80& 83.50mm
J
Hole Detail
WEB DEPTH
?0•TO8'
63.5mm TO 203.20mm
R.375
Standard hale
centers are 24"
(Z)
(Y)
2-1/7'studs
2.000"
0.750"
31/2" to 14"stud
3250"
1500"
PIERIWileallieglillfrefleds the most current information available and supersedes any and ell previous puWicoions effective December 5, 2012
(c E c o)
Stool Framing and Metal Lath
SECTION PROPERTIES FOR STRUCURAL STUDS
hlemher
2505137.33
250516233
Design
Iliirknes+
lad
0.0346
0.0346
Area
(in)
0.197
0.223
Gross
llenThl Ix Sx Rx ly Ry Ix
(I))/III lin1 (in I (in) Ins') tin') (in 1
0.67
0.76
0.203
0.235
0.163
0.188
1.015 0.052
1.027
0.087
Effective Properties 33 ksi
Sx Ma Vag Varier Fyn Lu Mod
(iu 1 tin-kl Ilb) Ib) (ksi) (ill) (in k)
Torsional Pwpenies
Xo
(m) On)
0.515 0.203 0.158 3.11 975 399 33.0 35.5 5.18 0.079 0.076 -1.141 0.677 1.612 0.499
0.624
0.235
............................'1 ...,.,
3505137.33
0.0346
0.232
0.79
0.441
0.252
1.380
0.059
0.503
0.441
0.223
4.41
1024
487
33.0
34.8
7.58
0.093
0.153
-1.016
0.621
1.786
0.676
350516233
0.0346
0.258
0.88
0.508
0.290
1.404
0.098
0.617
0.508
0.257
5.08
1024
487
33.0
42.8
8.70
0.103
0.277
-1.324
0.796
2.026
0.573
3625137-33
0.0346
0.236
0.80
0.479
0.264
1.424
0.059
0.501
0.479
0.232
4.59
1024
521
33.0
34.7
7.89
0.094
0.165
-1.003
0.615
1.813
0.694
362516233
0.0346
0.262
0.89
0.551
0.304
1.450
0.099
0.616
0.551
0.268
5.29
1024
521
33.0
42.6
9.07
0.105
0.297
-1.308
0.789
2.048
0.592
3625200-33
0.0346
0.297
1.01
0.648
0.358
1.478
0.177
0.772
0.647
0.294
5.81
1024
521
33.0
53.5
10.34
0.118
0.577
-1.741
1.030
2.411
0.478
4005137.33
0.0346
0.249
0.85
0.603
0.301
1.556
0.061
0.496
0.603
0.259
5.12
976
595
33.0
34.5
8.81
0.099
0.204
-0.965
0.597
1.897
0.741
400516233
0.0346
0.275
0.94
0.692
0.346
1.586
0.103
0.611
0.692
0.299
5.91
916
595
33.0
42.3
10.13
0.110
0.363
-1.263
0.76E
2.118
0.644
4005200-33
0.0346
0.310
1.05
0.812
0.406
1.619
0.183
0.769
0.812
0.328
6.49
976
595
33.0
53.1
11.52
0.124
0.697
-1.688
1.007
2.462
0.530
5505137-33
0.0346
0.301
1.02
1.283
0.467
2.064
0.067
0.472
1.283
0.453
8.95
699
699
33.0
33.7
12.51
0.120
0.411
-0.841
0.536
2.278
0.864
5505162-33
0.0346
0.327
1.11
1.458
0.530
2.112
0.113
0.589
1.458
0.512
10.11
699
699
33.0
41.4
14.39
0.130
0.713
-1.114
0.697
2.459
0.795
6005137.33
0.0346
0.318
1.08
1.582
0.527
2.229
0.069
0.464
1.548
0.455
8.98
638
638
33.0
33.5
13.66
0.127
0.500
-0.807
0.519
2.416
0.889
600516233
0.0346
0.344
1.17
1.793
0.598
2.282
0.116
0.581
1.793
0.577
11.41
638
638
33.0
41.1
15.82
0.137
0.861
-1.072
0.677
2.587
0.82E
6005200-33
0.0346
0.379
1.29
2.075
0.692
2.340
0.209
0.743
2.058
0.621
12.28
638
638
33.0
51.6
17.98
0.151
1.593
-1.457
0.901
2.855
0.740
8005137-33s
0.0346
0.388
1.32
3.198
0.799
2.873
0.073
0.435
2.998
0.622
12.30
474
474
33.0
32.5
17.89
0.155
0.957
-0.696
0.460
2.987
0.946
800516233'
0.0346
0.413
1.41
3.582
0.896
2.943
0.125
0.550
3.384
0.710
14.03
474
474
33.0
40.1
21.05
0.165
1.630
-0.936
0.607
3.137
0.911
800520033i
0.0346
0.448
1.52
4.096
1.024
3.023
0.227
0.712
4.096
0.816
16.12
474
474
33.0
50.5
24.25
0.179
2.971
-1.288
0.817
3.363
0.853
NOTES
1. Web -height to thickness ratio exceeds 200. Web Stiffeners are required at all support points and concentrated loads.
2. Effective properties incorporate the strength increase from the cold work of forming as applicable per AISI A7.2
3. For deflection calculations, use the effective moment of interia.
4. Mad = Mnd/1.67
5. Allowable moment is lesser of Ma and Mad. Stud distortional buckling is based on an assumed Kcp = 0.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAY 0 9 2014
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF'9'UKW LA
APR 2 5 2014
w.; 41IIp ` IW
CEMCO
Steel Framing and Metal Lath
Corporate Headquarters & Main Manufacturing Facility
263 North Covina Lane, City of Industry, (A 91744
Phone: 800.775.2362 I Fax: 626.330.7598
Northern California Manufacturing Facility
1001-A Pittsburg Antioch Hwy, Pittsburg, CA 94565
Phone: 925.473.9340 I Fax: 925.473.9341
Denver Colorado Manufacturing Facility
490 Osage Street, Denver, CO 80204
Phone: 303.572.3626 I Fax: 303.572.3627
r`T" - UN -PUNCHED TRACK, 1 1/4 LEGS, 27 MIL (22 GA)
Geometric Properties
"T" tracks are fabricated in various standard widths, from 27 mil thick
galvanized steel, in standard G40 coating. G60 is available upon spedol request.
The standard leg size is 1''A".
Steel Thickness
Mil tlydmess
Design Thickness (in.)'
Minanumllilduiess (in.)"
27
0.0283 (.72 mm)
0.0269 (.68 mm)
1) Uncoated Steal llidmess. lick ess efeucarbon sheet sted
2) Mirirmm lhidmess represents 95% of the design thickness and h the minimum °noble thickness delivered to the job
site, based on Section 43.4 of the 2001 AISI speadicaim with 2004 MSI supplement.
Color Code (painted on ends)
27 mil: Black
ASTM & Code Standards
• ASTM C645, A653/A653M, A924/A924M, & A1003/A1003M.
• 2006 IBC, 2007 (BC and 2008 LAB(
• 2001 AISI NASPEC with 2004 AISI supplement
• For installation and storage refer to ASTM C754
LEED Points and Recycled Content
By using CEMCO steel framing products, your project can contribute to earning points for:
• LEED MR 2.1 & 2.2 — Construction Waste Management: up to 2 points.
• LEED MR 4.1 & 4.2 — Recycled Content: up to 2 points.
• LEED MR 5.1 & 5.2 Regional Proximity to project site.
• For more information on potential LEED points, contact CEMCO at www.cemcosteel.com
MINIMUM STEEL THICKNESS
0.0269'
0.68mm
WEB DEPTH
16'TO8'
41.28mm TO 203.20mm
4
FLANGE WIDTH
1Y'
31.75mm
CEMCO cold -formed steel framing products
contain 30% to 35% recycled steel.
■ Total Recycled Content 32.7%
• Co
nsumer: 25.5% REVIEWED FOR
• ostPre-Consumer: 6.8% CODE COMPLIANCE
APPROVED
MAY 092014
City of Tukwila
BUILDING DIVISION
Technical Services
Contact Technical Services at 800.416.2278 far specific kdonmton
or email to techservices@cemcosteel.com
RECEIVEDOF a
'APR 2 5 2014
QERttlrt,t'
This technical information reflects the most current information ovalable and supersedes any and all previous publications effective November 9, 2012
(cErnco)
Steel Framing and Metal Lath
NON -LOAD BEARING TRACK PHYSICAL PROPERTIES
Member
162T125-27
Design Area
Thickness
(in) (in2) (Ib/ft) (in')
0.0283
0.117
Weight
0.40
Ix
Gross
Sx
Rx ly Ry
Ix
Effective Properties 33 ksi
Sx Ma
Vag
Torsional Properties
Vanet Jx1000
Cw Xo
(in') (in) (in') (in-) (in') (in') (in-k) (in') (inb) (in) (in)
0.063 0.072 0.735
m I Ro
(in) (in)
Beta
0.020
0.410
0.050 0.044 0.87
541 0.031
0.010 -0.872
0.501 1 1.211 0.478
0.390
250T125-27
0.0283
0.141
0.48
0.157 0.119 1.053
0.022
0.398
0.129
0.079 1.56
685 0.038
0.027 -0.763
0.457
1.360 0.685
0.602
362T125-27
0.0283
0.173
0.59
0.358 0.191 1.438
0.025
0.378
0.301
0.135 2.66
569 0.046
0.062 -0.661
0.411
1.627 0.835
0.781
400T125-27
0.0283
0.184
0.63
0.449 0.217 1.562
0.025
0.372
0.380
0.156 3.08
515 0.049
0.078 -0.633
0.398
1.726 0.866
0.819
600T125-27'
0.0283
0.241
0.82
1.168 0.381 2.204 0.028
0.340
0.958 0.210 4.16
341 0.064
0.196 -0.519
0.339
2.290 0.949
0.929
. Web -height to thickness ratio exceeds 200. Web Stiffeners are required at all support points and concentrated loads.
*Data based on 2007 North American Specification
1 HOUR WALL ASSEMBLIES • NON -LOAD BEARING
Vipe 5orViper20- 3-5/8"•,..4", or 6"
1 Hour Wall Assembly
1 Hour Chase Wall Assembly
WALL ASSEMBLIES
• Studs spaced 24" o.c.
• One layer of generic 5/8" Type X gypsum wallboard'
• No insulation required
Warnock -Hersey Design No. CEM/WF 60-01
• The wallboard is oriented horizontally
Warnock -Hersey Design No. CEM/WF 60-02
• The wallboard is oriented vertically
CHASE WALL ASSEMBLIES
• Two rows of ViperStud®
• Studs spaced 24" o.c.
• Can be aligned with a 1" minimum spacing between
studs from each row, staggered or staggered and
overlapped.
• One layer of generic 5/8" Type X gypsum wallboard'
• No insulation required
Warnock -Hersey Design No. CEM/WF 60-03
• The wallboard is oriented vertically
Warnock -Hersey Design No. CEM/WF 60-04
• The wallboard is oriented horizontally
2 HOUR WALL ASSEMBLIES • NON -LOAD BEARING
Viper25 or Viper20- 1-5/8", 2-1/2", 3-5/8", 4", or 6"
2 Hour Wall Assembly
2 Hour Chase Wall Assembly
18-DEVIEWO'OR
APPR D
E COMPLIANCE
MAY 014
WALL ASSEMBLIES
• Studs spaced 24" o.c.
• Two layers of generic 5/8" Type X gypsum wallboard'
• No insulation required
Warnock -Hersey Design No. CEM/WF 120-01
• The wallboard is oriented vertically
Warnock -Hersey Design No. CEM/WF 120-02
• The wallboard is oriented horizontally
CHASE WALL ASSEMBLIES
• Two rows of ViperStudTM spaced 24" o.c.
• Can be aligned with a 1" minimum spacing between
studs from each row, staggered or staggered and
overlapped.
• Two layers of generic 5/8" Type X gypsum wallboard'
• No insulation required
Warnock -Hersey Design No. CEM/WF 120-03
• The wallboard is oriented vertically
Warnock -Hersey Design No. CEM/WF 120-04
• The wallboard is oriented horizontally
CEMCO
rrr•rr,r
UL�C SIFICA
Lp
See :t se UL DDesrgn Assem
Vipee r25 st-
Frammg Member
for use In Design Nos. U375,
U407,U419, V417,, V435, V448,
V477, V486, V489V498
Viper20 Steel Framing Member
for use in Design Nos. U403,
U408, U411, U412, U419, U421,
U431, U435, U436, U450, U451,
U454, U463, U465, U466, U471,
U475, U478, U491, U494, U495,
U496, V410, V412, V416, V417,
V418, V419, V425, V435, V437,
V438, V443, V444, V448, V449,
V452, V476, V477, V496, V498
' 5,citynotT%u ' iy1Aum wallboard denotes these manufacturers for Warnock Hersey designs: American Gypsum,
BF}(la l(�y*tllnateki ?deral Gypsum Company, GP Gypsum, Lafarge North America, National Gypsum Co.,
bA'7h�1tilTT1TT�����-- d United States Gypsum.
Visit www.cemcosteel.com for more information on fire rated assemblies.
RECEIVBD
CITY OrTU
APR 2 5 2014
1FJavr *goat*
For more information, please contact CEMCO's Technical Service Department at 800-416-2278.
' is technical infuormationreflects the most currrentinformation available and supersedes any ti
11 ryos ti, 02 S 4/
ViperStud® Drywall Framing System
SCREW ALLOWABLE LOADS (Ibs.)
CEnCO
MODEL NO.
DESIGN
THICKNESS
(in)
MIN
THICKNESS
(in)
Fy
Yield
(ksi)
Fu
Tensile
(ksi)
A6 SCREW
(0.138"dia; 0.25" head)
68 SCREW
(0.164" dia; 0.3125" head)
#10 SCREW
(0.190" dia; 0.34" head)
-- C645
SCREW
PENETRATION
TEST (P,F)
Pull Pull
Shear Out Over
Pull Pull
Shear Out Over
Pull Pull
Shear Out Over
Viper25
0.0155
0.0147
50
50
759 30 97
90' 36 121
939 42 132
Pass
Viper20
(1-5/8"-3-5/8")
0.0205
0.0195
57
57
106' 46 146
124' 54 183
130' 63 199
Pass
Viper20
(4„ -6„)
0.0220
0.0209
57
57
129' 49 157
141' 58 196
144' 98 213
Pass
Conventional(25gal
0.0188
0.0179
33
33
44 24 78
48 29 97
52 33 105
--
Conventionl (20ga DW)
OR Viper 30mi1
0.0312
0.0296
33
33
95 40 129
103 48 161
111 55 175
Conventionl(20ga STR)
OR Viper 33mi1
0.0346
0.0329
33
33
110 45 143
120 53 178
130 61 194
Notes:
1. Capacities are based on section E4 of the AISI S100-07 Specification.
2 Capacities are based on Allowable Strength Design (ASD).
3. Screw pull-out capacities are based on listed head diameter.
4. Two sheets of equal thickness and tensile strength are assumed in tabulated values.
5. When materials of different steel thickness and tensile strength are connected, use the lowest value for shear capacity (tilting and bearing),
for pull-out capacity use sheet closest to screw tip and for pull -over capacity use sheet closest to screw head.
6. Where multiple fasteners are used, screws are assumed to have a center -to -center spacing of at least 3 times the nominal diameter.
7. Screws are assumed to have a center -of -screw to edge -of -steel dimension of at least 1.5 times the nominal diameter of the screw
8. When screws are subjected to combination of shear and tension forces, interaction equation of AISI S100-2007 Specification section E4.5 shall be used .
9 Viper25 & Viper20 shear values are tested per AISI S100-07 and AISI S905, tests conducted by Structural Testing & Research, Inc.
10. SSMA Non Structural Code Compliance Certification Program requires the Shear and Pullout values of a screw in Viper25 & Viper20 be equal or greater than the equivalent conven-
tional stud.
SCREW PENETRATION TESTING (ASTM C 645, ASTM C 1002)
To pass screw penetration tests, studs must be capable of pulling
the head of the screw below surface of gypsum board in less than
2 seconds without spin out.
HI-ABUSE/HI-IMPACT— VIPER20
SHEATHING
TYPE AND
THICKNESS
STEEL
FRAMING
SCREW
TYPE
DRILL
SPEED
(RPM)
PASS/FAIL
ASTM C-1002
USG 5/8" VI -II
5/8
Viper20
#6 x 1-1/4"
Type S sharp pt
2500
4000
PASS
PASS
National Gypsum
5/8" High Impact
3.5/8
Viper20
#6 x 1 1/4"
Type S sharp pt
2500
4000
PASS
PASS
National Gypsum
5/8" High Abuse
3.5/8"
Viper20
#6 x 1-1/4"
Type S sharp pt
2500
4000
PASS
PASS
Notes:
-Rock-on is a registered trademark of lTW Buildex.
-Durock is a registered trademark of the United States Gypsum Co. (USG)
-Phillips is a registered trademark of the Phillips Screw Co.
-Hi-Abuse, Hi -Impact, and Permabase are registered trademarks of the Natio
cemcosteel.com
;vi
CODE COMPLIANCE
APPROVED
MAY 092014
City of Tukwila
BUILDING DiViSiON
CEMENT BOARD — VIPER20
SHEATHING
DRILL
PASS/FAIL
TYPE AND
STEEL
SCREW
SPEED
ASTM C-645,
THICKNESS
FRAMING
TYPE
(RPM)
SECTION 10
#9 Buildex
2500
PASS
USG 1/2"
Viper20
Rock -On
4000
PASS
Durock®
#9 Phillips
2500
PASS
Cement Board
4000
PASS
#9 Buildex
2500
PASS
National Gypsum
Viper20
Rock On
4000
PASS
5/8" Permabase
#9 Phillips
2500
PASS
Cement Board
4000
PASS
GYPSUM BOARD — VIPER25 & VIPER20
1/2"Type C
Viper25
#6x1-1/4"
2500
PASS
5/8" Type X
Viper25
Type S sharp pt
2500
PASS
{S" Typo X
Viper20
Type S sharp pt
2500
PASS
..
RECEIVED
CITY OF TUKwfl,/!}
APR 2 5 2014
:,E.gtkA'T rAllfTEA
For more information, please contact CEMCO's Technical Service Department at 800-416-2278.
This technical information reflects the most current information available and supersedes any
and all previous publications effective November 12, 2012 #VSB2-9/2011
11
ViperStud® Drywall Framing System
PHYSICAL PROPERTIES
cenco
rw,r,ww,w
ViperStud®
DESIGN
THICKNESS
MINIMUM
THICKNESS
YIELD
WEB SIZES
FLANGE
RETURN
MODEL NO.
(in)
fin)
(ksi)
(in)
COATING'•2
(in)
LIP
VIPER25
0.0155
0.0147
50
1-5/8, 2-1/2, 3-5/8, 4, 6
G40
1-1/4
1/4
VIPER20
0.0205
0.0195
57
1-5/8, 2-1/2, 3-5/8
G40
1-1/4
1/4
VIPER20
0.0220
0.0209
57
4, 6
G40
1-1/4
1/4
VIPER 30mil
0.0312
0.0296
33
1-5/8, 2-1/2, 3-5/8, 4, 6
G40
1-1/4
1/4
VIPER 33mi1
0.0346
0.0329
33
1-5/8, 2-1/2, 3-5/8, 4, 6
G40
1-1/4
1/4
ViperTrack®
MODEL NO.
DESIGN
THICKNESS
(in)
MINIMUM
THICKNESS
(in)
YIELD
(ksi)
WEB SIZES
(in)
COATING',
FLANGE
(in)
VIPERTRACK25
0.0155
0.0147
50
1-5/8, 2-1/2, 3-5/8, 4, 6
2
1-1/4
VIPERTRACK20
0.0205
0.0195
50
1-5/8, 2-1/2, 3-5/8
G40
1-1/4
VIPERTRACK20
0.0220
0.0209
50
4, 6
G40
1-1/4
VIPERTRACK 30mi1
0.0312
0.0296
33
1-5/8, 2-1/2, 3-5/8, 4, 6
G40
1.1/4
VIPERTRACK 33mi1
0.0346
0.0329
33
1-5/8, 2-1/2, 3-5/8, 4, 6
G40
1-1/4
Notes:
1. Per ASTM C645 & ASTM A 1003, Table 1.
2. 660 and 690 available upon request
3. Knockout size for 1-5/8" & 2-1/2" Stud is 3/4"x 1-3/4". Knockout size for 3-5/8 , 4", & 6"Stud is 1-1/2"x 2-1/2"
Viper25 (15 mil) is equivalent to conventional 25 gauge (18 mil) studs, and Viper20 (20 & 21 mil) is equivalent to conventional
20 gauge (30 mil). Both Viper25 and Viper20 meet ASTM C645. ASTM C 645 Section 5.1 allows for permissible dimensional
thickness variations. Section 8.2 allows for thickness variations and exemptions from minimum section property values, if
specified performance requirements are not met. The ViperStud Drywall Framing products meet and exceed these requirements.
DEEP LEG DEFLECTION TRACK
Deflection track can be required at
the top of a wall to allow for antici-
pated downward movement of the
primary structure. A gap is provided
between the end of the stud and
track to accommodate this move-
ment. The studs are not fastened to
the track to allow movement up or
down. The bridging is required
within 12" from the top to keep the
stud in place and provide rotational
restraint. The leg of the track must
be long enough to provide the
required gap, bearing surface for
the studs and allow for construction
tolerances.
Studs are secured by one
of the following methods:
A. CR channel and BRC Clip.
12"downfr
B. Atta chi
side of t
down fr
C. Attaching
leg of the
the stud fl
screws)
4
MODEL NO.
DESIGN
THICKNESS
(in)
MINIMUM
THICKNESS
(in)
YIELD
(ksi)
COATING'S
WEB SIZES
(in)
LEG SIZE
(in)
GAP
(in)
LOAD
(Ib.)
MAX HEIGHT
5 psf, 16" o.c.
VIPERTRACK25
0.0155
0.0147
50
G40
1-5/8, 2-1/2, 3-5/8, 4, 6
2"
1/2"
34
10'-4"
VIPERTRACK20
0.0205
0.0195
57
G40
1-5/8, 2-1/2, 3-5/8
2"
1/2"
60
20'-6"
2-1/2, 3-5/8
2-1/2"
3/4"
40
13'-8"
2-1/2, 3-5/8
3"
1"
30
10'-3"
VIPERTRACK20
0.0220
0.0209
57
G40
4, 6
2"
1/2"
69
23'-8"
4,6
2-1/2"
3/4"
46
15'-9"
4, 6
3"
1"
35
11'-10"
VIPERTRACK
30mi1
0.0312
0.0296
33
G40
1-5/8, 2-1/2, 3-5/8, 4, 6
2"
1/2"
92
27'-6"
2-1/2, 3-5/8, 4, 6
2-1/2"
3/4"
61
18'-4"
2-1/2, 3-5/8, 4, 6
3"
1"
46
13'-9"
VIPERTRACK
33mi1
0.0346
0.0329
33
G40
1-5/8, 2-1/2, 3-5/8, 4, 6
2"
1/2"
113
33'-10"
2-1/2, 3-5/8, 4, 6
2-1/2"
3/4"
75
22'-7"
2-1/2, 3-5/8, 4, 6
3"
1"
56
16'-11"
Notes:
1. Max wall heigh based on stud spacing of 16"o.c. & 5 PSFlateral load
2. 1-5/8"deep leg track available with max 2" leg
3. Wall studs are not fastened to deep leg track.
4. C60, G90av ilable upon request.
5. ,PaAg6TM C�45 & ASTM A 1003, Table 1.
UT
www.cemcosteel.com
RECEIVED
CTN bF
APR 2 5 2014
For more information, please contact CEMCO's Technical Service Department at 800-416-2278.
This technical information reflects the most current information available and supersedes any
and all previous publications effective November 12, 2012 #NSB2-9/2011
14
ViperStud® Drywall Framing System
IMPACT TESTING (ASTM C 1629)
CEMCO
Test Summary:
All tests were conducted to ASTM C 1629 standard using Test Method ASTM E 695 for Soft Body Impact Tests and ASTM C 1629 Annex 1 for
Hard Body Impact Tests. Each test was repeated 3 times as required by the test method and results reported to the ASTM standard published
values for Level Classification.
Test Materials:
Steel Studs—Viper20 Stud and track spaced 16" o.c., do not use ViperTrack25 on
Viper20 studs for impact resistant walls.
Tests conducted using USG® & National Gypsum® boards.
Testing conducted by IAS Certified 3rd party testing lab Intertek Testing Services.
NATIONAL GYPSUM®
Soft Body Impact Test Board Assembly
Single Drop 3-5/8" NGC Hi -Abuse
Soft Body Impact Test Board Assembly
Single Drop 3-5/8" NGC Hi -Impact
Soft Body Impact Test
Progressive Drop
Soft Body Impact Test
Progressive Drop
Hard Body Impact Test
Single Drop
USG®
Board Assembly
3-5/8" NGC Hi -Abuse
Board Assembly
3-5/8" NGC Hi -Impact
Board Assembly
3-5/8" NGC Hi -Impact
Classification
Level 2
Classification
Level 3
Classification
Level 1
Classification
Level 3
Classification
Level 3
Additional Approved Boards for Viper20
• Certainteed, ProRoc Abuse Resistant & ProRoc Extra
Abuse
• Lafarge Gypsum, Protecta AR 100 Abuse Board
• Temple-Inland, ComfortGuard AR & ComfortGuard IR
• Georgia Pacific Dens Brand Panels
NGC 518"
Hi -Impact
Hi•Abuse
Generic
518" Type X Board
Soft Body Impact Test
Single Drop
Soft Body Impact Test
Progressive Drop
Hard BodylmpactTest
Single Drop
Board Assembly
3-5/8" USG FiberRock AR
Board Assembly
3-5/8" USG FiberRock VHI
Board Assembly
3-5/8" USG FiberRock AR
Hard Body Impact Test Board Assembly
Single Drop 3-5/8" USG FiberRock VHI
.1.01,10111011.
www.cemcosteel.com
Classification
Level 2
Classification
Level 3
Classification
Level 1
Classification
Level 3
Gener
518" Type
r
x
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAY 0 9 2014
Sf v►,rl...11r.
BEWILDING DIVISION
.......• 1518"
Viper20
EMW/ANCFAV�7//1fOlOJ
USG 518"
FiberRock AR
FiberRock VHI
• FiberRock VHI & FiberRock AR are registered trademarks of the United States Gypsum Co. (USG)
- Hi -Abuse, Hi•Impact, & Permabase are registered trademarks of the National Gypsum Co.
- ProRoc & ProRoc Extra are registered trademarks of Certainteed.
• Protecta AR 100 is a registered trademark of Lafarge Gypsum.
- ComfortGuard AR & ComfortGuard IR are registered trademarks of Temple-Inland
- Dens Brand is a trademark of Georgia Pacific.
Soft body impact test using ViperStud.
RECEIVED TUB
APR 2 5 2014
AfFiltrrebrIlin
For more information, please contact CEMCO's Technical Service Department at 800-416-2278.
This technical information reflects the most current information available and supersedes any
and all previous publications effective November 12, 2012 #VSB2-9/2011
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D14-0126
PROJECT NAME: CONTINENTAL MILLS
DATE: 04/25/2014
SITE ADDRESS: 18000 ANDOVER PK W
X Original Plan Submittal
Response to Correction Letter #
Revision #
Revision #
before Permit Issued
after Permit Issued
DEPARTMENTS:
Asp
Building Division
,\)-5
Public Wor
!---I''\
0
Aw\ Awc,
Fire Prevention
Structural
❑
C 1 L— AJ�,4 t`I
Planning Division
Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval/review required)
DATE: 04/2 i/14
Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
(corrections entered in Reviews)
Approved with Conditions
Denied
(ie: Zoning Issues)
DUE DATE: 05/21/14
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
CITY OF TUKWILA
Department of Community Development
630o Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431-367o 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
PERMIT NO: P IL4 O `2— `F'
STATE OF WASHINGTON)
COUNTY OF KING
[please print name]
ss.
ke, states as follows:
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 I3 , 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 1)aveitn�ier state law in any decision
to engage an unregistered contractor to perform conn wor
LAURIE A. WERLE
NOTARY PUBLIC
STATE OF WASHINGTON
COMMISSION EXPIRES
MAY 29, 2018
Residing at
caner/Owner's Agent*
Signed and sworn to before me this
`t1
day of dria.
,2o/y
OT ' Y PUBLIC inn and for the State of Washington
Name as commissioned:
My commission expires:
, County
ti-Weric
/-
18.27.090 Exemptions. The re -ation provisions of this chapter do not apply'
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 46.7o 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;
11. 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 chaptermRCW thatgpnploysa certified
journeyxu n 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 likerin-kind .replacement of a household
appliance or other small household utilization equipment
that requires jimit cl,electtacpower 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.