HomeMy WebLinkAboutPermit D06-220 - Industrial Casters - Storage RacksINDUSTRIAL CASTERS
1085 ANDOVER PK E
D06 -220
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Parcel No.: 2623049106
Address: 1085 ANDOVER PK E TUKW
Suite No:
Tenant:
Name: INDUSTRIAL CASTERS
Address: 1085 ANDOVER PK E, TUKWILA WA
Owner:
Name: SECURITY CAPITAL INDUSTRIAL Phone:
Address C/O DELOfTTE & TOUCHE LLP, 2235 FARADAY AVE STE 0
Contact Person:
Name: PAULA SMITH Phone: 253 804 -0404
Address: 411 WEST VALLEY HY, TUKWILA WA
Contractor:
Name: CEDAR RECYCLING INC Phone: (253)804 -0404
Address: 411 W VALLEY HWY S, PACIFIC WA
Contractor License No: CEDARRI981CM Expiration Date:02/14 /2008
DESCRIPTION OF WORK:
INSTALL AND ANCHOR 18 BAYS OF PALLET RACKING
Value of Construction: $0.00 Fees Collected: $260.48
Type of Fire Protection: Uniform Building Code Edition:
Type of Construction: VB Occupancy per UBC: 0011
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
DEVELOPMENT PERMIT
Permit Number: D06 -220
Issue Date: 06/29/2006
Permit Expires On: 12/26/2006
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone: N
Hauling: N Start lime: End Time:
Land Altering: 14 Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation: N
Moving Oversize Load: 14 Start Time: End Time:
Sanitary Side Sewer: N
Sewer Main Extension: 14 Private: Public:
Storm Drainage: N
Street Use: N Profit: N Non - Profit: N
Water Main Extension: 14 Private: Public:
Water Meter: 14
doc: Devperm
** Continued Next Page **
006 -220 Printed: 06 -29 -2006
Print Name:
doc Devperm
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Permit Center Authorized Signature: VIA d/1,` N\//1Ao)nA.tQ Date: ru(71 kp
I hereby certify that I have read and min t is permit and know the same to be true and correct. All provisions of law and
ordinances governing this work will be o•mpli ith, whether specified herein or not.
P OJ.t1 , ,
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.
Signature: Date: G1 94G
This permit shall become null and void if the work Is not commenced within 180 days from the date of issuance, or if the work is
suspended or abandoned for a period of 180 days from the last inspection.
D06 -220 Printed: 06-29-2006
Parcel No.: 2623049106
Address: 1085 ANDOVER PK E TUKW
Suite No:
Tenant: INDUSTRIAL CASTERS
1: ** *BUILDING DEPARTMENT CONDITIONS * **
4: Installation of high - strength bolts shall be periodically Inspected In accordance with AISC specifications.
9: ** *FIRE DEPARTMENT CONDITIONS * **
City &'Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206 431 - 3665
Web site: ci.tukwila.wa.us
PERMIT CONDITIONS
Steven M. Mullet, Mayor
Steve Lancaster, Director
Permit Number: D06 -220
Status: ISSUED
Applied Date: 06/09/2006
Issue Date: 06/29/2006
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All permits, inspection records, and approved plans shall be at the Job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
5: When special inspection is required, either the owner or the registered design professional in responsible charge,
shall employ a special inspection agency and notify the Building Official of the appointment prior to the first
building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner.
6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections
shall be submitted to the Building Official. The final Inspection report shall be prepared by the approved special
inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection
approval.
7: All construction shall be done in conformance with the approved plans and the requirements of the Intemational
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
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.
10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
11: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is
calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A,
20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1)
12: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or
brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation
Instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so
that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross
doc: Conditions D06 -220 Printed: 06 -29 -2006
City Tukwila
15: ** *MEANS OF EGRESS * ** - IFC Chapter 10
Department of Community Development
6300 Southcenter Boulevard, Suite # 100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: ci.tukwila.wa.us
Steven M. Mullet, Mayor
Steve Lancaster, Director
weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the
floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4
inches (102 mm). (IFC 906.7 and IFC 906.9)
13: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot
be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6)
14: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available
for use These locations shall be along normal paths of travel, unless the fire code official determines that the
hazard posed Indicates the need for placement away from normal paths of travel. (IFC 906.5)
16: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table
1015.1 of the International Fire Code and International Building Code.
17: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
18: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress
travel. Access to exits shall be marked by readily visible exit signs In cases where the exit or the path of egress
travel is not Immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access
corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the
nearest visible exit sign. (IFC 1011.1)
19: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with
the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT' shall have letters having
a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be
Tess than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire
Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT' shall be In high
contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not
energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction
cannot be readily changed. (IFC 1011.5.1)
20: ** *SPRINKLER SYSTEMS * ** - IFC Chapter 9 - NFPA 13 and 25
21: 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 the W.S.R.B., Factory Mutual, Industrial Risk
Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to
the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050)
22: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila
Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80)
23: ** *STORAGE PRACTICES * ** - IFC
24: Maintain minimum 6" longitudinal flue space between back -to -back racks. (NFPA 13- 12.3.1.14.1)
25: Where storage height exceeds 15 feet and ceiling sprinklers only are Installed, fire protection by one of the following
doc: Conditions
D06 -220 Printed: 06 -29 -2006
City dr Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 - 431 -3665
Web site: ct.tukwila.wa.us
* *continued on next page **
Steven M. Mullet, Mayor
Steve Lancaster, Director
methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler
at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire
Prevention Bureau. (NFPA 13)
26: Nominal 6" transverse flue spaces between loads and at rack uprights shall be maintained in single row, double row, and
multiple row racks. Random variations in the width of flue spaces or In their vertical alignment shall be permitted.
(NFPA 13- 12.3.1.13)
27: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
28: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
doc: Conditions 006 -220 Printed: 06-29-2006
Signature:
Print Name:
City dir'Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: ct.tukwila.wa.us
The granting of this permit does not presume to give authority to violate or cancel the provision of any
regulating construction or the performance of work.
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions
governing this work will be complied with, whether specified herein or not.
A /4
doc: Conditions 006-220
Steven M. Mullet, Mayor
Steve Lancaster, Director
Date: � e. � /o - c
of law and ordinances
other work or local laws
Printed: 06 -29 -2006
CITY OF TUKWI
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http:/Awww. cttukwlla. wa.us
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.
* *Phase Print"
SITE LOCATION
Site Address: jcmr RAdotl?.f'1. c cask
Tenant Name: =fat. 5,4 /�
ridt l tv4pr.
Property Owners Name: Prellot
Mailing Address: t 1777.r Fre,no4_ £*Lz _ Frei+,r CA 9y5 g
Gay
CONTACT PERSON
Name: Paula 5M' to.
Mailing Address:1f 1 1 ) d VA I1. Ho
E- Mail Address:ajp ®t't / rnrk5 y ic. (OM
GENERAL CONTRACTOR INFORMATION -
(Contractor Wormatian for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Compan RG&.IL G�•S , . .4 atvt,Sto,n
Mailing Address: 9// Veal- 1/4 Ut y /
Contact Person: Pau k Sm 3l(
E-Mail Address: ulaeR to ray
Contractor Registration Number: en QAZ CM
W
TUKWILA
W
Building Permit No. t 0 — 2-9--(9
Mechanical Permit No.
Plumbing/Gas Permit No.
Public Works Permit No.
Project No.
King Co Assessor's Tax No.: 2( 125, 044 '1 10(Q
n4 Ceder gFGyr,linq Zit.
AC/ c. 91 V7
ARCHITECT OF RECORD -All plans must be wet stamped by Architect of Record
Company Name:
Mailing Address:
Contact Person:
E-Mail Address:
ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record
Company Name: ■R c A t . non ' • n
Mailing Address:
Contact Person: Qgrr DhQriian
E-Mail Address: Era l015'7r +� colt Coal
QbpdiaYmNtam ..Applia6m. On lined -2006 - Penult Apptiatiaadoe
a.,i..d 43006
bh
Ineere
or
Suite Number: Floor:
New Tenant: ❑ Yes ❑..No
Day Telephone4250 804 0404
At 'fie—
City State Zip
Fax Number:jfl3 toy —.imp
city state Zip
Day Telephoner 3.) etc/ — OypV
Fax Number: (.24 ?tit/ — a-10a-
Expiration Date: 2/ S
City
Day Telephone:
Fax Number:
city
Day Telephone: (fir
Fax Number: (P 1f'
ce use on
stale Zip
State
Zip
state Zip
.QVO- ?7IO
as.yo - 381 1
Ago l of 6
BUILDING PERMIT INFORTION — 206- 431 -3670
Valuation of Project (contractor's bid price): $5 2 74.% it Existing Building Valuation: $ n
Scope of Work (please provide detailed information) =1\ hk4 It And O (lei^ o t \? ■, as nT
pa l lS {moo it; .
Will there be new rack storage? is, Yes ❑..No (If yes, a separate permit and plan submittal will be required)
Provide All Building Areas in Square Footage Below
g N L NIPNGDIVISION:
Single - family building footprint (area of the foundation of all structures, plus any decks ova 18 inches and overhangs grater than 18 inches)
For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area for 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:
FIRE PROTECTION/HAZARDOUS MATERIALS:
0.. Sprinklers ❑..Automatic Fire Alarm
Ct Ayramose a ties -2006 - Pa,aityramasaos
Rene& 42006
t0
Compact: Handicap:
Will there be a change in use? ❑.... Yes ❑..No If `yes ", explain:
0.. None ❑. (specify)
Will there be storage or we of flammable, combustible or hazardous materials in the building? 0.. Yes J. No
If yes ", attach list of materials and storage locations ma separate 8 - 1/2 x 11 paper indenting qualities arrdMatenol SrfetyData 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.
Page 2 of 6
Existing
Interior
Remodel
Addition to
Existing
Structure
New
Type of
Construction
per IBC
Type of
Occupancy per
IBC
I" Floor
75
2 Floor
3 Floor
Floors than
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
BUILDING PERMIT INFORTION — 206- 431 -3670
Valuation of Project (contractor's bid price): $5 2 74.% it Existing Building Valuation: $ n
Scope of Work (please provide detailed information) =1\ hk4 It And O (lei^ o t \? ■, as nT
pa l lS {moo it; .
Will there be new rack storage? is, Yes ❑..No (If yes, a separate permit and plan submittal will be required)
Provide All Building Areas in Square Footage Below
g N L NIPNGDIVISION:
Single - family building footprint (area of the foundation of all structures, plus any decks ova 18 inches and overhangs grater than 18 inches)
For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area for 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:
FIRE PROTECTION/HAZARDOUS MATERIALS:
0.. Sprinklers ❑..Automatic Fire Alarm
Ct Ayramose a ties -2006 - Pa,aityramasaos
Rene& 42006
t0
Compact: Handicap:
Will there be a change in use? ❑.... Yes ❑..No If `yes ", explain:
0.. None ❑. (specify)
Will there be storage or we of flammable, combustible or hazardous materials in the building? 0.. Yes J. No
If yes ", attach list of materials and storage locations ma separate 8 - 1/2 x 11 paper indenting qualities arrdMatenol SrfetyData 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.
Page 2 of 6
PERMIT APPLICATION NOTES — Applicable to all permits in this application
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 cunent 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.
Building and Mechanical Permit
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).
Plumbing Permit
The Building Official may grant one extension of lime for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.43 Uniform Plumbing 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 AUTHORIZED AGENT:
Signature: 6/7/CC
6/7/CC �
Print Name: 1 k S, ;4
Mailing Address: -ll( tJ i 1r' l
Day Telephone: 3 -may - ONO y
Fau'A c /J4 41OY7
City State Zip
Date Application Expires:
ti[oj o
1 Date Application Accepted: !AL' / — t
q: W dkmomwam.npremao. Os tiaellaao6 - %mit Mrtiveoadm
Ravi.& 44006
bh
Staff Initials:
Page 6 of 6
1
ACCOUNT ITEM LIST:
Description
City of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Parcel No.: 2623049106 Permit Number: D06-220
Address: 1085 ANDOVER PK E TUKW Status: PENDING
Suite No: Applied Date: 06/09/2006
Applicant: INDUSTRIAL CASTERS Issue Date:
Receipt No.: R06 -00839 Payment Amount: 260.48
Initials: ]EM Payment Date: 06/09/200610:08 AM
User ID: 1165 Balance: $0.00
Payee: CEDAR RECYCLING, INC.
TRANSACTION LIST:
Type Method Description Amount
Payment Check 1496 260.48
BUILDING - NONRES
PLAN CHECK - NONRES
STATE BUILDING SURCHARGE
Account Code Current Pmts
000/322.100
000/345.830
000/386.904
RECEIPT
155.14
100.84
4.50
Total: 260.48
6276 06/09 9716 TOTAL 260.48
doc: Receipt Printed: 06 -09 -2006
Proj�ect
L, t:4.52c ./ r
i,
Type of Inspection:
/7a' / )-tie
Date Called:
Address:
Special Ins ructions:
Date Wanted:
Requester:
Phone No:
— h
L
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
COMMENTS:
Inspector
Date:
PER
(206)431 - 3670
Approved per applicable codes. Corrections required prior to approval.
74'0
i at ISal
$58.00 REINSPECTION FE T REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
'Receipt No.:
'Date:
Project: l�4{ (� 1,,
jt. altS4riA\ `ke 4
Type of Inspection: \1
SPetts -I ' '62
Date Called:
Address:
to c' 4 ak �/� !tivor Ptt_t
Special Instructions:
Date Wanted: . „
'77 I% -0L. p.m.
'equester:
Phone No:
20 C - 2u K— I7 5'
Approved per applicable codes.
Corrections required prior to approval.
CO MENTS:
rin / 471,2 A i d ' 1
u /, /nj�
.. . r .......
at-,..5 , -L
ince cm /
v
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Inspector:
El $58.001ZENSPECTION FEE REQUIRED. Prior to Inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
'Receipt No.:
(206)431 -36
'Date: 7-13-6‘
Date:
Project:
SS OSTa -% R L, Caste - (LS
Type of Inspection:
IZAc-V -
Address: t025 f\ P E
Suite #:
Contact Person:
EA21, GaEss CIF
Special Instructions:
Phone No.:
(110, Z L-14 -3695"
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
1
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA FIRE DEPARTMENT
t)6— 720- a
PERMIT NUMBERS
206 - 575 -4407
Approved per applicable codes.
n Corrections required prior to approval.
COMMENTS:
Date: fit/ /0,1
Inspector: C.4,,i / 51 Z
0
Hrs.: /
$80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
aid at 444 Andover Park East. Call to schedule reinspection.
Receipt No.: f Date:
Word /Inspection Record Form.Doc 12/2/05
T.F.D. Form F.P. 85
_,
CASCADE SPECTION TESTING LABORATORY, INC.
12919 N.E. 126TH PLACE
KIRKLAND, WASHINGTON 98034 (425)
EVERETT (425) EIV En7
FIELD REPORT �'ut' - 4
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PREVIOUS !
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REPORT N0. No. .w i
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BLDG. PERMIT NO.
OWNER
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WEATHER
TEMP. AT AM
AT PM
--re Le , qc) 1 6 p
ENGINEER
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ATTN
ARCHITECT
CONTRACTOR
(2)
INSPECTION
PERFORMED
RESTEEUCONCRETE - RESTEEL ONLY
REST MASONRY - STR,ST/WELDING
THER STR ST /BOLTING
(3)
ITEMS INSPECTED
- FOOTINGS _
- AUGER CAST PILES _
- DRILLED PIERS -
FOUNDATIONS
SLAB
COLUMNS
WALLS
BEAMS
S -
( LOCATIONp
(AREAS)
CS
`� -��`� S�
tekl.,\`�
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SLUMP
AIR
SUPPLIER
MIX NO
DESIGN STRENGTH (PC)
TOTAL CU. YD. PLACED
(INCHE
CON NT ( %)
SPECIMENS CAST
SEE CYLINDER REPORT NO
YES NO
_ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS
REMARKS:
`V s
(� `Q .SICc a
Stmt GLcdL.v
\Cote & • , A \ C--(44
TEST RESULTS APPLY ONLY TO THE ITEMS
HEREIN TESTED. THIS REPORT SHALL NOT
BE REPRODUCED EXCEPT IN FULL, WITH-
OUT THE WRITTEN APPROVAL OF CASCADE
TESTING LABORATORY, INC.
REVISED 7105
COPIES
INSPECTOR(S), NAME(S) PRINTED
INSPECTOR SIGNATURE
SIGNED BY
REPORT"
ICC Evaluation Service, Inc.
www.icc- es.org
DIVISION: 03— CONCRET
Section: 03151 — Concret
REPORT HOLDER:
HILTI, INC.
5400 SOUTH 122X0 EAST A
TULSA, OKLAHOMA 74146
(800) 8794000
www,us.hiltl.com
HiItITechEno(olus.hilti.com
EVALUATION SUBJECT:
KWIK BOLT 3 CONCRETE AND
1.0 EVALUATION SCOPE
Compliance with the following
CoPTdght 02004
,�— are zinc-plated. The 'I -. 6. and 3 4- inch- diameter(12.7,15.9,
AnchIEVVED �R and 19.1 mm) carbon steel Kwik Bolt 3 anchors are available
CODE rnMP11AN with a hot- dipped galvanized plating complying with ASTM A
153. The studs, nuts and washers of the 304 and 316
tainless steel Kwik Bolt 3 anchors are also made from
stainless steel. All 304 stainless steel, 316 stainless steel,
and hot -dipped galvanized Kwik Bolt 3 anchors use 316
tainless steel wedges.
L The stud consists of a high - strength rod threaded at one
d. The standard Kwik Boh 3 has a thread length equal to or
O �I a s than three bolt diameters, while the Long Thread Kwlk
City 0 3 has a thread length greater than three bolt diameters.
le. n�)t n� The tapered mandrel has an increasing diameter toward the
gg�L anchor base, and is enclosed by a three - section wedge that
MASONRY ANCHORS freely moves around the mandrel. In the vertical direction, the
wedge movement is restrained by the mandrel taper at the
bottom and by a collar at the top of the mandrel. When the
anchor nut is tightened, the wedge Is forced against the wall
of the predrilled hole to provide anchorage.
4.0 DESIGN AND INSTALLATION
T wle n ,cn
ENUE JUN 2 7 2006
codes:
• 2000 international Building Code (IBC)
• 2000 International Residential Code (IRC)
• 2002 Accumulative Supplement to the International
Codes^'
• 1997 Uniform Building Code" (UBC)
Properties evaluated:
Structural
2.0 USES
The Kwik Bolt 3 (KB3) Concrete and Masonry Anchor Is used
to resist static and transient seismic and wind tension and
shear loads In uncracked, normal- weight concrete, structural
lightweight concrete, structural lightweight concrete over
metal deck, and grout -filled concrete masonry. The anchor
system Is an altemative to cast -in -place anchors described in
Sections 1912 and 2107 of the IBC and Sections 1923.1 and
2107.1.5 of the UBC. The anchor systems may also be used
where an engineered design Is submitted In accordance with
Section R301.1.2 of the IRC.
3.0 DESCRIPTION
The Kwik Bolt 3 expansion anchors consist of a stud, wedge,
nut, and washer. The stud Is manufactured from carbon or
stainless steel material. The carbon steel Kwik Bolt 3 anchors
have a 5 pm (0.0002 inch) zinc plating. The anchor is
Illustrated In Figure 1 of this report.
The wedges for the carbon steel anchors are made from
carbon steel, except for all '/cinch (6.4 mm) lengths and the
1/4- inch- by- 12- inch,1- inch- by- 8- inch,1- Inch- by- 9-inch and 1-
Inch -by -12 -Inch (19.1 mm by 305 mm, 25 mm by 152 mm, 25
mm by 229 mm, and 25 mm by 305 mm) sizes, which have
AISI 316 stainless steel wedges. All carbon steel components
FILE COM
ESR -1385*
Issue September 1, 2004
This report is subject to re- examination in one year.
Business/Raglan! Office • 5380 Walaren MI Road, Wttler, California 93601 • (562) 6994543
Regional Office • 900 Montclair Road, Sulfa A, Blmi gham, Alabama 35213 • (206) 5990800
Regional Moe • 4051 West Flournoy Road, Country Club I♦ils, finds 80478 • (706) 798.2305
0
*Revised August 1, 2005
4.1 Design:
Minimum embedment depth, edge distance, and spacing
requirements are set forth in Tables 1 and 2. Allowable stress
design tension and shear loads are as noted In Tables 3
through 14. Tables 4, 7, 8, 9, and 10 also apply to Kwik Bolt
3 anchors Installed in holes drilled with Hilti Matched -
Tolerance Diamond Core Bits as noted In the footnotes to
each table. Allowable loads for Kwik Bolt 3 anchors subjected
to combined shear and tension forces are determined by the
following equation:
(PPP' + (VIV s 1
where:
P, = Applied service tension load (Ibf or N).
P, = Allowable service tension load (Ibf or N).
V, = Applied service shear bad (Ibf or N).
V, = Allowable service shear load (Ibf or N).
4.2 Installation Requirements:
Kwik Bolt 3 shall be installed in holes drilled into the base
material using carbide - tipped masonry drill bits complying
with ANSI 6212.15 -1994 or where permitted by the tables,
Hilti Matched - Tolerance Diamond Core Bits. The nominal drill
bit diameter shall be equal to that of the anchor. The drilled
hole shall exceed the depth of anchor embedment by at least
one anchor diameter to permit over - driving of anchors and to
provide a dust collection area. The anchor shall be hammered
Into the predrilled hole until at least six threads are below the
fixture surface. The nut shall be tightened against the washer
until the torque values specified in Table 1 are attained.
igS REPORTe- are not to be construed as representing aesthetics or any other attributes not specificalfr addressed. nor are th 10 be construed as an endorsement of the subject
of the report or a recommendation for its are. There is no unmanly by ICC Evaluation Service, Inc., express or implied as to any finding or other matter in this report, or as '0 any
product covered by the report.
Doi — 220
Page 1 of 9
SETTING DETAILS
ANCHOR SIZE
1 1 4 inch
'4 Inch
1 /2 Inch
'/ Inch
'/ Inch
1 Inch
Dill bit size = anchor diameter (inches)
'/
3 s
12
° °
3 4
Wedge Uearance hole (Inches)
° /,°
7 /1s
17 /1,
" Is
13 IS
1 /°
Anchor length (min./max.) (Inches)
11/4
4'/,
2'/
7
2
7
3'/,
10
6
12
6
12
Thread length std./long thread length (Inches)
3 / 4
3
7 /,
5 °/
1Y
4
1'/
7
1 /3
6
2
6
Installation:
Torque guide
values' (ft -Ibt) In
concrete
Stainless steel
Carbon steel: Min. embedment
Carbon steel: Std. embedment
6
4
4
20
20
20
40
40
40
85
85
85
150
150
150
200
200
325
Installation:
Torque guide values
(ft4b) in
concrete masonry
Carbon steel: Min. Embedment
Carbon steel: Std. Embedment
4
4
15
15
25
25
65
65
120
120
—
—
Min. base material thickness (inches)
3 inches or 1.5 • embedment depth, whichever is greater
Page 2 of 9 ESR -1385
4.3 Special Inspection:
Special inspection shall be provided In accordance with
Section 1704 of the IBC or Section 1701 of the UBC when
design loads are based on special inspections being provided
during anchor Installation, as set forth in Tables 3 through 14.
Special Inspection in accordance with Section 1704 of the
IBC shall be provided under the IRC when special inspection
Is specified in Tables 3 through 14. The code official shall
receive a report, from an approved special Inspector, that
Includes the following details:
1. Anchor description, including the anchor product name,
nominal anchor and bolt diameters, and anchor length.
2. Hole description, Including verification of drill bit
compliance with ANSI 6212.15.1994 or the Hiki
specification for matched tolerance diamond core bits,
hole depth, and cleanliness.
3. Installation description, including verification of concrete
compressive strength by ASTM C 42 methods, and
verification of anchor Installation and location (spacing
and edge distance) In accordance with Hilti's published
Installation instructions and this report.
5.0 CONDITIONS OF USE
The Kwik Bolt 3 Concrete and Masonry Anchors described in
this report comply with, or are suitable alternatives to what is
specified in, those codes listed In Section 1.0 of this report,
subject to the following conditions:
5.1 Anchor sizes, dimensions, and Installation shall comply
with this report and Hilti's published installation
instructions.
5.2 Allowable tension and shear loads shall be as noted in
Tables 3 through 14 of this report.
5.3 Calculations and details demonstrating compliance with
this report shall be submitted to the code official for
approval.
5.4 The use of anchors shall be limited to Installation in
uncracked, normal - weight concrete, structural
lightweight concrete, structural lightweight concrete over
steel deck, and uncracked grout filled masonry
concrete. Cracking occurs when / > f , due to service
loads or deformations.
5.5 When using the basic load combinations in accordance
with IBC Section 1605.3.1 or UBC Section 1612.3.1,
allowable loads are not permitted to be increased for
wind or earthquake loading. When using the alterative
basic load combinations in IBC Section 1605.3.2 or
TABLE 1—INSTALLATION SPECIFICATIONS'
For 51: 1 inch = 25.4 mm, 1 ft-lbf = 1.356 N -m.
Installation torques are applicable for all anchors installations unless noted otherwise in this report.
UBC Section 1612.3.2 that include wind or seismic
loads, the allowable shear and tension loads for
anchors are permitted to be increased by 33V, percent.
Alternatively, the basic load combinations may be
reduced by a factor of 0.75 when using IBC Section
1605.3.2.
5.6 Anchors are not permitted for use in conjunction with
fire - resistance -rated construction. Exceptions would be:
• Anchors resist wind or seismic loading only.
• For other than wind or seismic loading, special
consideration Is given to fire exposure conditions.
5.7 Use of carbon steel Kwik Bolt 3 anchors shall be limited
to dry, interior locations. Hot - dipped galvanized and
stainless steel Kwik Bolt 3 anchors are permitted in
exterior exposure or damp environments.
5.5 Since an ICC-ES acceptance criteria for evaluating data
to determine the performance of expansion anchors
subjected to fatigue or shock loading is unavailable at
this time, the use of these anchors under these
conditions is beyond the scope of this report.
5.9 Special inspection shall be provided in accordance with
Section 4.3 of this report when required by Tables 3
through 14.
5.10 Anchors shall be manufactured by Hilti, Inc.,
Feldkircherstrasse 100, Schaan, Liechtenstein, undera
quality control program with inspections conducted by
Underwriters Laboratories Inc. (AA -666).
6.0 EVIDENCE SUBMITTED
6.1 Data in accordance with the ICC-ES Acceptance
Criteria for Expansion Anchors in Concrete and Masonry
Elements (AC01), dated April 2002, including seismic
tests, reduced spacing tests and reduced edge distance
tests.
6.2 Quality control manuals.
7.0 IDENTIFICATION
The anchors shall be identified in the field by dimensional
characteristics and packaging. The packaging label Indicates
the manufacturer's name (Hilti, Inc.) and address, the size
and type of anchor, the name of the inspection agency
(Undenwiters Laboratories Inc.), and the ICC-ES report
number (ESR - 1385). A length identification code letter is
stamped on the threaded end of the bolt. The length
identification system is described in Table 15.
DESCRIPTOR
ANCHOR 01/03ETE11(14
14 3/2 1/2 54 314
1
Embedment : niimnNnmwYOaq(i1.)
11/8 2 3 154 21/2 312 2114 3112 4304 234 • 512131/4
43(4 612
412 6 9
NORMAL WEIGHT CONCRETE"
Spacing required to obWnmaMnun bad s a On.)
T
aer
21/2
412
5
35/6
55/8
53/4
51/8
77/6
77)8
81/4
9
9118
7316
10314
103/4
101)8
131215
Minimum Hwespacing a spacing g between endows 3 r (b.)
Teraina
Shade
11/8
2
3
157
212
31/2
21/4
31/2
434
254
•
51/2
31/4
4914
61/2
41/2
6
9
Edge distance b Sin bed C
Terrain
2
31/2
37)8
2718
{31611(11
9118
61/8
174
7
7
53/4
83/5
01/4
77)8
10121112
spied nebmam e(h)
Sham
3318
93/8
656
4716
4745
474
83/4
6314
63/4
8114
81/4
814
9314
93/4
93/4
1312
13121312
MFiram allowable edge dance Cr (31.) .)
Union
elon
11/8
2
3
137
212
312
2114
312
4314
234
4
512
3114
43/4
612
412
6
9
Stud
1
Y4
212
21/2
212
334
356
3318
146
4114
4116
474
474
4765
6314
154
63/4
LL SANDUGHIWEIGHTCONCRETE'''
Spacing rpliad babWlnrnYn bed 9.I3)
Shear
Minimum abwatla sprig beawnentlaeSr(in)
Tanabe
EOgedSsa n4ie0batleh maximum bad CoOnl
111410
EC
m
CG
C
OE
EC
CM
EC
EC
ILM
QR
��
In
CCME
r
13 12
sire
4
4
4
E
6
6
8
IyIC
I/TE[IEMEIZE
%:•
157/8
Minimum allowable edge MWU C r Om)
Tnabn' MECH[MT
3
MECIOECECCCCCC
0114
7
10 58
Mew'
2
2
2
2 7 .
27:
27
4
4
41.
47.
47.
5
5
5314
5
8
6
STRIICTURALALL LN311WEIGHT CONCRETE.'
396.4 neied* obbb lwlllwa11 bed 3.(h)
T&*
3318
6
456
474
712
73/4
6304
10121012
814
ifi
fil
9304
141/4
1412131218
197/5
ear
MYin a4abb Wang bMe analdwa 3 -On) 311191111 le
Seen
112
25/6
4
2118
3318
458
3
458
63(6
356
534
79/6
4318
634
6561
6
8
12
Edge Aaro nlied baan maximum load Coln)
Thelon
258
458
514
3304
57/8
6
51/4
646
8118
634
934
934
758
1114
111/8
1012
14
153/6
stem
412
412
412
612
61/2
612
9
9
9
11
11
11
13
13
13
18
18
18
Mnirmm.rune edge distends Cran)
Tom'
112
258
4
21/8
3318
458
3
458
611
355
53/8
738
43/8
83/6
85/6
6
6
12
Sled
2114
2114
2114
31/4
31/4
3114
412
412
412
512
512
512
612
612
612
9
9
9
For St 1 i chw25A mn.1 I N.
TABLE 2 ANCHOR SPACING AND EDGE DISTANCE REQUIREMENTS
' Data n 911 ebe aM tale bo6bW apply to Table 14.5.8 and 9 tor normal weight canoe.
'Date in the ebb and 9e tooalel s eppyb Take 6.7,10, arid 131/ abWel twine or all 191Awip4 concrete.
'When using 5 -fora Iaad in tension, -Wuxi allowable bad by 40%
'When using 3 -fora bed In Meer. N duce YOMla bed by 10%
'When using C -fora bad in Union, reduce alwate bed by 20%.
a When meg C - be bed in User, rase allowable bed by 50%.
'Fr edge and who/ spacing blew minim= and an values, adawabe bads may baewl burly U poleed between le allowable bad* m flown and an spacings. Gibul and minimum
edge detente aed spicing vain may mho be Y)Npdabd for a beanerb between thou bed n T5be2.
* Load ndaalom Mil be multiplied when casMaig ab/bneaa nt dole due b C -and S r
•o
m
m
0/
w
2.
to
BY G. OHANIAN
DATE 6 - - 06
SUBJECT "
STRUCTURAL CALCULATIONS OF STORAGE
RACKS FOR:
INDUSTRIAL CASTER
1085 ANDOVER PARK EAST
TUKWILA, WA. 98188
PER IBC 2003 EDITION
STORAGE RACKS CAPACITY:
4000 # / LEVEL
CALCS. 1 THRU 4
DRAWINGS: RD -11002
RAdK DEOI{ N & EN(#INEERINd d0.
SHEET NO 1
412 WEST BROADWAY, f UITE #204
=DALE, DA. 91204 JOB NO RD -11002
TE148111)240 -3610 7AX4(616)240 -3613
IEXPIRES 12 -26 -07
ODE MPLIN CE
v 0"^nerVp(o
JUN 2 7 2006
i ty Of Tukwila
RI1tLDtNr ►l1(/tStoN
crrvo��KKwT A
JUN 0 9 2006
PERMIT CENTER
Pat 2w
BY G. OHANIAN
DATE 6 -6 -06
SUBJECT
BEAM
1 3 4'
1^� I =2.56
0 x S =1.11
2 3/4'
SEISMIC DESIGN
V— Rx1.4, o NG
STRESS
Q6" k 106'
FRONT VIEW
Fy =50 KSI.
1 =1
R =6 MOM. CONN.
R =4 BRACED
S =.85
W= D.L.+ 2 L.L
LOAD PER COLUMN
x 3x4K —4
3 2 coL.
W =.1 D. L 4 LL 4.1 K
v _ .85x1x4 1 = 4 K
LONGR. 6x1.4
V = .85x1x4.1 _ 62K
MKS. 4x1.4
RAdK DEgIcIN & ENdINEERIN(d d0.
412 WE BROADWAY, 0UITE �204
4LENDALE. dA. 91204
TE1(818)240 -9810 FAB:(818)240 -3813
SIDE VIEW
IBC 2003, SEC. 2208
4000 # / LEVEL + 25X IMPACT LOAD
2200 ' / BEAM
M— 106 "x2.2Ic = 29'
8
S Q = .97<1.11
_ s
384x1xxE — •42" < 180 =.59"
x
S =1.27 (USGS MAP)
S =1.27 (EQ. 16 -38)
S = 3x1.27 =.85 (EQ. 16 -40)
1ONGIT. SEISMIC
.41 K
SHEET NO 2
JOB NO. RD - 11002
By G. OHANIAN
DATE 6-6 -06
SUBJECT
COLUMN ANALYSIS
3' 1
to x —
t ".07'
COMBINED STRESS RATIO
P M 13 + 20 = . 85<1.33
Pa ax
BASE PLATE
ANCH. TENSION — 11 K —(4.1 x3") = 0
6"
ANCHOR SHEAR = • 21 = 21 K
(2) -1/2 "0 HILTI KWIK BOLT 3
ESR -1385 OR EQUAL. (NO INSPECTION REQ'D)
DESIGNED FOR 1/2 STRESS
MOMENT AT BEAM CONNECTION
7/16"e RIVET
A =.1 Fy =79 KS!
Va = .1 x79x.4 = 3 K
Ma =3Kx4 "x1.33 =16 "
CONN.
RACK DEigIdN & EN(4INEERINd CO.
412 WE BROADWAY, OOTTE #204
LENDALE, CA. 91204
TEL(818)240 —31310 FAB:(818)240 -3813
Fy =50 KSi
A =.73
5, =.68
r =1.2
r =1.1
3 PIN CONN.
Jy = 56x1.7 = 79
r 1.2
=- =42
ry 1.2
Max =Se .Fp =20 -K
10 "K
Fe— a = 45
( ) 2
rx
F =F y(1 4F, )- 36 KS1
P =F xA = 26 K
p P^ —13K
° — 1.92
4.1 K
1
SHEET N0 3
JOB NO RD - 11002
8 "x5 "x3/8"
BASE PLATE
By G. OHANIAN
DATE 6 -6 -06
SUBJECT A
OVERTURNING
M OT = .62 K x2x156 "x.5x1.15 = 112 "
MR = 4.1 "= 164 "
NO UPLIFT
LOAD TO DIAGONAL
P .62 0 = 1.7 K
Fy =50 K51
A =.31
r =.48
L= 54"
CHECK WEIDS
1/8" WELD 1" LONG EACH SIDE (2" TOTAL)
2x.125x.707x70x.3 = 3.7 K
CHECK SLAB
4100 =41 0'
1000
v =24"
M= ( , 2 x1000x Z x12 = 1260 "#
S 12x5 2 _ 50
6
F 11.7 X51
P = 3.6 K
4.1x144 =590
1260 _ 25 < 1.6 V =87
50
RAdK DEMON & EN(#INEERIN4 do.
412 WET BROADWAY. 0111TE #204
LENDALE, CA. 91204
L•(B
TE18)240 -8810 FA%(818)240 -3813
TOP LEVEL LOADING
M .21 K x2x156 "= 65 "K
MR = 1.5Kx40 "= 60"K
UPLIFT = 65"K-60"K =
40" 12K
2 51085 TMP. 1/8
Sfax
y r =.o6"
SFC. A -A
4100
1 =.06"
1=.06"
SHEET NO 4
JOB H0. RD -11002
SFC. B -B
5" CONCRETE SLAB
3000 PSI CONC.
1000 PSF. SOIL
ACTIVITY NUMBER: D06 -220 DATE: 06 -09 -06
PROJECT NAME: INDUSTRIAL CASTERS
SITE ADDRESS: 1085 ANDOVER PK E
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Issued
DEPARTMENTS:
Kith ' fr
Bun ding Division
Public Works ❑
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
TUES/THURS ROUTjNG:
Please Route Structural Review RequiredStructural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved ❑
Notation:
REVIEWER'S INITIALS:
Documentsrouting slip.doc
2 -28-02
JERMIT COORD COPY ‘ .
PLAN REVIEW /ROUTING SLIP
5t.0 AWc, 6-0
Fire Prevention
Structural ❑
Incomplete
Approved with Conditions
DATE:
DATE:
Planning Division
Permit Coordinator
No further Review Required
DUE DATE: 06-13 -06
Not Applicable ❑
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
DUE DATE: 07-11 -06
Not Approved (attach comments) ❑
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
License Information
License
CEDARRI981CM
Licensee Name
CEDAR RECYCLING INC
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
602084893
Ind. Ins. Account Id
84939604
Business Type
CORPORATION
Address 1
411 W VALLEY HWY S
Address 2
City
PACIFIC
County
KING
State
WA
Zip
98047
Phone
2538040404
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
2/14 /2002
Expiration Date
2/14 /2008
Suspend Date
Separation Date
Parent Company
Previous License
Next License
Associated License
Bond Information
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
#1
RLI
INSURANCE
COMPANY
SRS1002727
02/13/2002
Until
Cancelled
512,000.00
02/14/2002
Business Owner Information
Name
Role
Effective Date
Expiration Date
ECK, JERALD D
PRESIDENT
02/14/2002
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