HomeMy WebLinkAboutPermit D18-0254 - Z TILE AND STONE - STORAGE RACKSZ TILE AND STONE
1067 INDUSTRY DR
APN: 2523049071
EXPIRED
04/01/2021
D18-0254
Parcel No:
Address:
)Department
of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Scheduling: https://tukw-egov.aspgov.com/BP/index.html
Web site: http://www.TukwilaWA.gov
City of Tukwila
DEVELOPMENT PERMIT
2523049071 Permit Number: D18-0254
1067 INDUSTRY DR
Project Name: Z TILE AND STONE
Issue Date: 12/4/2018
Permit Expires On: 4/1/2021
Owner:
Name:
Address:
Contact Person:
Name:
Address:
BKM TUKWILA
1701 QUAIL ST STE 100, NEWPORT
BEACH, WA, 92660
JACK SLOBODEN
PO BOX 1139, MILTON, WA, 98354
Contractor:
Name: PACIFIC CONSTRUCTION MLTN INC
Address: PO BOX 1139, MILTON, WA, 98354
License No: PACIFCM012RH
Lender:
Name:
Address:
N/A - UNDER $5000
Phone: (206) 595-6921
Phone: (253) 826-2727
Expiration Date: 11/17/2021
DESCRIPTION OF WORK:
INSTALL NEW SELECTIVE PALLET RACK
Project Valuation: $1,670.00
Type of Fire Protection: Sprinklers:
Fire Alarm:
Type of Construction:
Electrical Service Provided by: Tukwila
Fees Collected: $227.27
Occupancy per IBC:
Water District: Tukwila
Sewer District: Tukwila
Current Codes adopted by the City of Tukwila:
International Fire Code Edition:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
International Fuel Gas Code:
2015
2015
2015
2015
2015
2015
National Electrical Code:
WA Cities Electrical Code:
WAC 296-46B:
WA State Energy Code:
2017
2017
2017
2015
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Volumes: Cut: 0 Fill: 0
Number: 0
No
0
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.
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: 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.
5: 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.
6: All construction shall be done in conformance with the Washington State Building Code and the Washington
State Energy Code.
7: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage
over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic
events. The design and calculations for the anchorage or bracing shall be prepared by a registered
professional engineer licensed in the State of Washington. Periodic special inspection is required during
anchorage of storage racks 8 feet or greater in height.
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.
12: 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" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC
906.3) (NFPA 10, 5.4)
9: 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 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)
10: 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)
11: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached
that indicates the month and year that the inspection was performed and shall identify the company or
person performing the service. Every six years stored pressure extinguishers shall be emptied and subjectec
to the applicable recharge procedures. If the required monthly and yearly inspections of the fire
extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher
service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3)
13: Maintain fire extinguisher coverage throughout.
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: Clearance between ignition sources, such as light fixtures, heaters and flame -producing devices, and
combustible materials shall be maintained in an approved manner. (IFC 305.1)
17: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the
following 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 13-16.1.4)
18: Flue spaces shall be provided in accordance with International Fire Code Table 3208.3. Required flue spaces
shall be maintained.
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 Scheduling: https://tukw-egov.aspgov.com/BP/index.html
1700 BUILDING FINAL**
4046 SI-EPDXY EXP CONC
Parcel No:
Address:
CR.)
2 City of Tukwila
�o
3
Project Name:
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
2523049071
1067 INDUSTRY DR
Z TILE AND STONE
DEVELOPMENT PERMIT
Permit Number:
Issue Date:
Permit Expires On:
D18-0254
12/4/2018
6/2/2019
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
Address:
BKM TUKWILA
1701 QUAIL ST STE 100 , NEWPORT
BEACH, WA, 92660
JACK SLOBODEN
PO BOX 1139 , MILTON, WA, 98354
PACIFIC CONSTRUCTION MLTN INC
PO BOX 1139 , MILTON, WA, 98354
PACIFCM012RH
N/A - UNDER $5000
Phone: (206) 595-6921
Phone: (206) 870-1176
Expiration Date: 11/17/2019
DESCRIPTION OF WORK:
INSTALL NEW SELECTIVE PALLET RACK
Project Valuation: $1,670.00
Type of Fire Protection: Sprinklers:
Fire Alarm:
Type of Construction:
Electrical Service Provided by: TUKWILA
Fees Collected: $227.27
Occupancy per IBC:
Water District: TUKWILA
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:
2015
2015
2015
2015
2015
National Electrical Code:
WA Cities Electrical Code:
WAC 296-46B:
WA State Energy Code:
2017
2017
2017
2015
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
r
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: /4,77(/://6
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 agree to the conditions attached to this permit.
Signature:
Print Name: /46 -r - ?c /1—
Date: / Z/ �kr
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: 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.
5: 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.
6: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
7: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage
over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic
events. The design and calculations for the anchorage or bracing shall be prepared by a registered
professional engineer licensed in the State of Washington. Periodic special inspection is required during
anchorage of storage racks 8 feet or greater in height.
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.
12: 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" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC
906.3) (NFPA 10, 5.4)
9: 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 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)
10: 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)
11: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached
that indicates the month and year that the inspection was performed and shall identify the company or
person performing the service. Every six years stored pressure extinguishers shall be emptied and
subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire
extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher
service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3)
13: Maintain fire extinguisher coverage throughout.
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: Clearance between ignition sources, such as light fixtures, heaters and flame -producing devices, and
combustible materials shall be maintained in an approved manner. (IFC 305.1)
17: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the
following 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 13-16.1.4)
18: Flue spaces shall be provided in accordance with International Fire Code Table 3208.3. Required flue
spaces shall be maintained.
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
4046 SI-EPDXY/EXP CONC
CITY OF TUK
Community DevelopniDepartment
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
�uilding Pct No.
Project No.
Date Application Accepted:
Date Application Expires: 0 )„,/13 /1/
(For office use only)
CONSTRUCTION PERMI
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**
KinkCo Assessor's Tax No.:
X4 6 7 d s
Site Address: Suite Number: Floor:
Tenant Name: ' 2 - T/ L -4-- -570 Yl New Tenant: ❑.....Yes ..No
PROPERTY OWNER
Name: —Sti_c k s* -10 bo(
Address: PD lgOv //3 /
Nave:)
n�+ i
A,/0
/16,11,-)47
Address:
Email: JaLkse,,t.CCan.-us
City:
City'
State:
Zip:
CONTACT PERSON — person receiving all project 4
communication
Name: —Sti_c k s* -10 bo(
Address: PD lgOv //3 /
Address: po Box- ((39
Phone: Fax:
City: MI Ifo n State: am.
Zip: ,m357
Phone: 25C1 J _IR Z� Fax:
Email: JaLkse,,t.CCan.-us
GENERAL CONTRACTOR INFORMATION
'
Company Name: l
pi�La 1= t t_ eprS�^toct.+torJ
Address: PD lgOv //3 /
City: Mt l km State: GiO� Zip:G, 3s'�
[x
Phone: Fax:
26342(0_7421
Contr Reg No.: ,pisevCM ctiZ Exp Date: \' In/ 1,\
Tukwila Business License No.:
om- cfi 4 5&) i
H:1Applications\Forms-Applications On Line\2012 ApplicationsiPermit Application Revised - 2-7.12.docx
Revised: February 2012
bh
:ARCHITECT OF RECORD
Company Name:
St r u au r.1� ...t...13..tt A
Engii leer Name: In ,I IA) 6 glifat O 214 rJ I CJ
Company Name:
City t.,4 4 1 tr n C State: c_yi Zip: q1 75L
Phone:00g) sod - t33 i Fax:(YO P, ��( - 7/76
!!
Architect Name:
I
Add'''ress:
City'
State:
Zip:
Phone:
Fax:
Email:
I
ENGINEER OF RECORD
Company Name:
St r u au r.1� ...t...13..tt A
Engii leer Name: In ,I IA) 6 glifat O 214 rJ I CJ
Address: ! 4 is wets ii ,tel/
} -
City t.,4 4 1 tr n C State: c_yi Zip: q1 75L
Phone:00g) sod - t33 i Fax:(YO P, ��( - 7/76
!!
Email:
ILENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:
Address:
City:
State: Zip:
Page 1 of 4
BUILDING PERMIT INFORMATION+ 206-431-3670I1 �{ (�
Valuation of Project (contractor's bid price): $ l 0 O v Existing Bu'lfiing Valuation: $
Describe the scope of work (please provide detailed information):
)1 ;p,.,-G,,�, 4 -e. N -e
PP- e -t
Will there be new rack storage? VI...Yes
Yes
..No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
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:
Will there be a change in use? 0 Yes
FIRE PROTECTION/HAZARDOUS MATERIALS:
0 Sprinklers 0 Automatic Fire Alarm
LJ
Compact: Handicap:
No If"yes", explain:
0 None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 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
0 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\Pennit Application Revised - 2-7-12.docx
Revised: February 2012
bh
Page 2 of 4
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1St Floor
2nd Floor
3rd Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): 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:
Will there be a change in use? 0 Yes
FIRE PROTECTION/HAZARDOUS MATERIALS:
0 Sprinklers 0 Automatic Fire Alarm
LJ
Compact: Handicap:
No If"yes", explain:
0 None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 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
0 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\Pennit Application Revised - 2-7-12.docx
Revised: February 2012
bh
Page 2 of 4
• PUBLIC WORKS PERMIT INFOIRMATION — 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 #I25
❑ .. Water Availability Provided
Sewer District
❑ .. Tukwila
❑ .. Sewer Use Certificate
❑... Highlin�
❑ ...Valley View 0... Renton
❑ ...Sewer Availability Provided
0... Renton
0... Seattle
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.
Submitted with Application (mark boxes which apply):
❑ .. Civil Plans (Maximum Paper Size — 22" x 34")
❑ .. Technical Information Report (Storm Drainage)
0 .. Bond 0...Insurance 0... Easement(s)
Proposed Activities (mark boxes that apply):
❑ .. Right-of-way Use - Nonprofit for Tess than 72 hours
❑ .. Right-of-way Use - No Disturbance
❑ .. Construction/Excavation/Fill - Right-of-way 0
Non Right-of-way 0
❑ .. Total Cut cubic yards
❑ .. Total Fill cubic yards
❑ .. Sanitary Side Sewer
❑ .. Cap or Remove Utilities
❑ .. Frontage Improvements
❑ .. Traffic Control
❑ .. Backflow Prevention - Fire Protection
Irrigation
Domestic Water
❑ .. Permanent Water Meter Size (1)
❑ .. Temporary Water Meter Size (I)
❑ .. Water Only Meter Size
0 .. Sewer Main Extension
❑ .. Water Main Extension
0... Geotech tical Report
0...Maintenance Agreement(s)
❑ .. Traffic Impact Analysis
❑ .. Hold Harmless — (SAO)
❑ .. Hold Harmless — (ROW)
0...Right-of-way Use - Profit for less than 72 hours
0...Right-of-way Use — Potential Disturbance
0... Work in rlood Zone
0... Storm Drainage
0...Abandon Septic Tank
❑...Curb Cut
0... Pavement Cut
0...Looped Fire Line
71
Public 0
Public 0
WO #
WO #
WO #
Private 0
Private 0
❑...Grease Interceptor
0... Channelization
0...Trench Excavation
0...Utility Undergrounding
(2) " WO # (3) " WO #
(2) " WO # (3) " WO #
0 .. Deduct Water Meter Size
FINANCE INFORMATION
Fire Line Size at Property Line
❑ .. Water 0 .. Sewer
Monthly Service Billing to:
Name:
Number of Public Fire Hydrant()
0 .. Sewage Treatment
Mailing Address:
Day Telephone:
Water Meter Refund/Billing:
Name:
Mailing Address:
City
State
Zip
Day Telephone:
City
State
Zip
H:\Applications\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 —
C6i.)
Value of Construction — In all cases, a value of construction am unt 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 ee schedules.
Expiration of Plan Review — Applications for which no permit i
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 OWN OR AUTHORIZED AGENT:
Signature:
Print Name: "`"7:i 4 e
Mailing Address: 1 ilq_54 S
Date: e//3//8 -
Day Telephone: 053) Cif ye' 3 7
kN ci
H:Wpplications\Forms-Applications On Line\2012 Applications\Fermit Application Revised - 2.7-12.docx
Revised: February 2012
bh
City
State Zip
Page 4 of 4
Cash Register Receipt
City of Tukwila
DESCRIPTIONS
PermitTRAK
ACCOUNT
QUANTITY
PAID
$227.27
D18-0254 Address: 1067 INDUSTRY DR Apn: 2523049071
$227.27
DEVELOPMENT
$221.32
PERMIT FEE
R000.322.100.00.00
0.00
$118.98
PLAN CHECK FEE
R000.345.830.00.00
0.00
$77.34
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$25.00
TECHNOLOGY FEE
$5.95
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R15145
R000.322.900.04.00
0.00
$5.95
$227.27
Date Paid: Monday, August 13, 2018
Paid By: PACIFIC CONSTRUCTION -MILTON IN
Pay Method: CHECK 33481
Printed: Monday, August 13, 2018 2:01 PM 1 of 1
CPWSYSTEMS
Structural
Engineering
EE Design, Inc
1815 WrightAve
La Verne, Ca. 91750
Tel: 909-596-1351 Fax 909-596-7186
Project Name : Z 11LE AND STONE
Protect Number : LV -070918-7
Date : 07/20/18
Street Address: 1007 INDUSTRY DRIVE
CIty/State : TULWILA, WA 98188
Scope of Work : SELECTIVE
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 3 0 2018
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
AUG 1 w 2018
PERMIT CENTER
07/22/2018
Dl'('O4
Structural
Engineering & Design Inc.
1815 Wright Ave La Verne, CA 91750 Tel: 909.596.1351 Fax: 909.596.7186
By: Bob Project: Z Tile & Stone
TABLE OF CONTENTS
Project #: LV -070918-7
Title Page 1
Table of Contents 2
Design Data and Definition of Components
Critical Configuration
•Seismic Loads
Column
3
4
5 to 6
7
Beam and Connector 8 to 9
Bracing 10
Anchors 11
Base Plate 12
Slab on Grade 13
Other Configurations 14
type A select -Z Tile SR. Page 2 of l 7/20/2018
Structural
Engineering & Design Inc.
1815 Wright Ave La Verne, CA 91750 Tel: 909.596.1351 Fax: 909.596.7186
By: Bob Project: Z Tile & Stone
Design Data
Project #: LV -070918-7
1) The analyses herein conforms to the requirements of the:
2012 IBC Section 2209
2016 CSC Section 2209A
ANSI MH 16.1-2012 Specifications for the Design of Industrial Steel Storage Racks 2012 RMI Rack Design Manual"
ASCE 7-10, section 15.5.3
2) Transverse braced frame steel conforms to ASTM A570, Gr.55, with minimum strength, Fy=55 ksi
Longitudinal frame beam and connector steel conforms to ASTM A570, Gr.55, with minimum yield, Fy=55 ksi
All other steel conforms to ASTM A36, Gr. 36 with minimum yield, Fy= 36 ksi
3) Anchor bolts shall be provided by installer per ICC reference on plans and calculations herein.
4) All welds shall conform to AWS procedures, utilizing E70xx electrodes or similar. AH such welds -shall be performed
in shop, with no field welding allowed other than those supervised by a licensed deputy inspector.
5) The existing slab on grade is 6" thick with minimum 3500 psi compressive strength. Allowable Soil bearing capacity is 750 psf.
The design of the existing slab is by others.
6) Load combinations for rack components correspond to 2012 RMI Section 2.1 for ASD level load criteria
Definition of Components
Frame
Height
-Z
Product
A
Beam
Beam
Length
Beam
Spacing
Front View: Down Aisle
(Longitudinal) Frame
Column
Beam to Column
Connector
Base Plate and
Anchors
Panel
Height
H Frame
Depth
Section A: Cross Aisle
(Transverse) Frame
Horizontal
Brace
Diagonal
Brace
type A select -Z Tile SR
Page J of l 7/20/2018
•
Structural
Engineering & Design Inc.
1815 Wright Ave La Verne, CA 91750 Tel: 909.596.1351 Fax: 909.596.7186
By: Bob Project: Z Tile & Stone
Configuration & Summary: Type A Selective SR
Project #: LV -070918-7
192'
60"
60"
60"
96"
N
1
74"
192' 52"
52"
36"�T
**RACK COLUMN REACI70NS
ASD LOADS
AXIAL DL= 113lb
AXIAL LL= 6,000 Ib
SEISMIC AXIAL Ps=t/- 9,024 /b
BASEIVOMENT= -8,000 in -Ib
Seismic Criteria
# Bm Lvls
Frame Depth
Frame Height
# Diagonals
Beam Length
Frame Type
Ss=1.438, Fa=1
3
36 in
192.0 in
3
96 in
Beam
Component
Description
STRESS
Column
Fy=55 ksi
INTLK LU75/3x3x13ga
P=6113 Ib, M=24319 in -Ib
0.89 -OK
Column & Backer
None
None
None
N/A
Beam
Fy=55 ksi
Intlk 45E 4.5Hx2.75Wx0.063Thk
Lu=96 in
Capacity: 5781 Ib/pr
0.69 -OK
Beam Connector
Fy=55 ksi
Lvl 1: 3 pin OK Mconn=14599 in -Ib
Mcap=15230 in -Ib
0.96-0K
Brace -Horizontal
Fy=55 ksi
Intlk 1-1/2x1-1/4x3/8x16ga
0.23 -OK
Brace -Diagonal
Fy=55 ksi
Intlk 1-1/2x1-1/4x3/8x16ga
0.92 -OK
Base Plate
Fy=36 ksi
8x8x3/8
Fixity= 8000 in -Ib
0.75-0K
Anchor
4 per Base
0.5" x 3.25" Embed Hilti 17 ESR 1917 Inspection Reqd (Net Seismic Uplift=6096 Ib)
0.733 -OK
Slab & Soil
6" thk x 3500 psi slab on grade. 750 psf Soil Bearing Pressure
0.6 -OK
Level
Load**
Per Level
Beam Spcg
Brace
Story Force
Transv _
Story Force
Longit.
Column
Axial
Column
Moment
Conn.
Moment
Beam
Connector
1 4,000 Ib 60.0 in 52.0 in 330 Ib 189 Ib 6,113 Ib 24,319 "# 14,599 "# 3 oin OK
2
3
4,000 Ib
60.0 in
52.0 in
4,000 Ib 60.0 in 74.0 in
660 Ib 378 Ib 4,075 Ib 14,175 "# 9,064 "# 3 pin OK
991 Ib 567 Ib 2,038 Ib 8,505 "# 4,102 "# 3 pin OK
** Load defined as product weight per pair of beams
Total: 1,981 Ib 1,134 Ib
Notes
type A select -Z Tile SR
Page ce of c y 7/20/2018
SrLictura 1
Engineering & Design Inc.
1815 Wright Ave La Verne, CA 91750 Tel: 909.596.1351 Fax: 909.596.7186
By: Bob Project: Z Tile & Stone
Seismic Forces Configuration: Type A Selective SR
Project #: LV -070918-7
Lateral analysis is performed with regard to the requirements of the 2012 RMI ANSI MH 16.1-2012 Sec 2.6 &ASCE 7-10 sec 15.5.3
Transverse (Cross Aisle) Seismic Load
V= Cs*Ip*Ws=Cs*Ip*(0.67*P*Prf+D)
Csl= Sds/R
= 0.2397
Cs2= 0.044*Sds
= 0.0422
-Cs3=-0 5*S1/R
= 0.0669
Cs -max= 0.2397
Base Shear Coeff=Cs= 0.2397
Level
1
2
3
PRODUCT LOAD P
4,000 Ib
4,000 Ib
4,000 Ib
Cs -max * Ip= 0.2397
Vmin= 0.015
Eff Base Shear=Cs= 0.2397 Tran verse Elevation
Ws- (0.67*PLRf1 * PL)+DL-(RMI
vt
= 8,265 Ib
Vtransv=Vt= 0.2397 * (225 Ib + 8040 Ib)
Etransverse= 1,981 Ib
Limit States Level Transverse seismic shear per upright
P*0.67*PRFI DL
2,680 Ib 75 Ib
2,680 Ib 75 Ib
2,680 Ib 75 Ib
hi
60 in
120 in
180 in
wi*hi
165,300
330,600
495,900
Ss= 1.438
51= 0.535
Fa= 1.000
Fv= 1.500
Sds=2/3*Ss*Fa= 0.959
Sd1=2/3*S1*Fv= 0.535
Ca=0.4*2/3*Ss*Fa= 0.3835
(transverse, Braced Frame Dir.) -R=-4:0
Ip= 1.0
PRF1= 1.0
Pallet Height=hp= 48.0 in
DL per Beam Lvl= 75 Ib
Fi Fi*(hi+hp/2)
330.2 Ib 27,737-#
660.3 Ib 95,083-#
990.5 Ib 202,0624
sum: P=12000 Ib 8,040 Ib
Longitudinal (Downaisle) Seismic Load
225 Ib
W=8265 Ib 991,800
1,981 Ib
2=324,882
Similarly for longitudinal seismic loads, using R=6.0
Cs1=Sd1/(T*R)= 0.1372
Cs2= 0.0422
Cs3= 0.0446
Cs -max= 0.1372
Level PRODUC LOAD P
1 4,000 Ib
2 4,000 Ib
3 4,000 Ib
Ws=
Cs=Cs-max*Ip=
(0.67 * PLRF2 * P) + DL
8,265 Ib
0.1372
PRF2= 1.0
(Longitudinal, Unbraced Dir.) R= 6.0
T= 0.65 sec
Vlong=
Elongitudinal=
0.1372 * (225 Ib + 8040 Ib)
1,134 Ib Limit States levelLangit seismic shear per upright
P*0.67*PRF
2,680 Ib
2,680 Ib
2,680 Ib
DL
75 lb
75 lb
75 lb
hi
60 in
120 in
180 in
wi*hi
165,300
330,600
495,900
Fi
189.0 Ib
378.0 Ib
567.0 Ib
Front View
sum: 8,040 Ib
225 1b W=8265 1b 991800
.1,134 lb
type A select -Z The SR Page 5 -of (cif 7/20/2018
Structural
Engineering & Design Inc.
1815 Wright Ave La Verne, CA 91750 Tel: 909.596.1351 Fax: 909.596.7186
By: Bob Project: Z Tile & Stone
Downaisle Seismic Loads Configuration: Type A Selective SR
Project #: LV -070918-7
Determine the story moments by applying portal analysis. The base plate is assumed to provide partial fixity.
Seismic Story Forces
Vlong= 1,134 Ib
Vco1=Vlong/2= 567 Ib
F1= 189 lb
F2= 378 Ib
F3= 567 Ib
Seismic Story Moments
Typical frame made
Tributary area oftwo columns
of rack frame
=41 -
4
-4
14— 96
Front View
Conceptual System
Side View
Typical Frame maw
of two columns
Top View
1
cit
Mbase-max= 8,000 in -Ib <__= Default capacity
Mbase-v= (Vcol*hleff)/2
= 16,160 in -Ib <__= Moment going to base
Mbase-eff= Minimum of Mbase-max and Mbase-v
= 8,000 in -Ib
M 1-1= [Vcol * hieff]-Mbase-eff M 2-2= [Vcol-(F1)/2] * h2
= (567 Ib * 57 in) -8000 in -Ib = [567 Ib - 189 Ib]*60 in/2
= 24,319 in -Ib = 14,175 in -Ib
hl-eff= hl - beam clip height/2
= 57 in Vcol
Mseis= (Mupper+Mlower)/2
Mseis(1-1)= (24319 in -Ib + 14175 in-Ib)/2 Mseis(2-2)= (14175 in -Ib + 8505 in-Ib)/2
= 19,247 in -Ib
= 11,340 in -Ib
Beam to Column Elevation
rho= 1.0000
COl
Summary of Forces
LEVEL hi Axial Load Column Moment**
1 60 in 6,113 Ib 24,319 in -lb
2 60 in 4,075 Ib 14,175 in -Ib
3 60 in 2,038 Ib 8,505 in -Ib
Mseismic**
19,247 in -Ib
11,340 in -Ib
4,253 in -Ib
Mend -fixity
1,60& in -Ib
1,608 in -Ib
1,608 in -Ib
Mconn**
14,599 in -Ib
9,064 in -Ib
4,102 in -Ib
Beam Connector
3 pin OK
3 pin OK
3 pin OK
Mconn= (Mseismic + Mend-fixity)*0.70*rho
Mconn-allow(3 Pin)= 15,230 in -Ib
**all moments based on limit states level loading
type A select -7 Tile SR
Page Cr of 1 7/20/2018
Structural
Engineering & Design Inc.
1815 Wright Ave La Verne, CA 91750 Tel: 909.596.1351 Fax: 909.596 7186
By: Bob Project: Z Tile & Stone
Column (Longitudinal Loads) Configuration: Type A Selective SR
Project #: LV -070918-7
Section Properties
Section: INTLK LU75/3x3x13ga
Aeff = 0.757 in^2 Iy = 0.871 in^4 Kx = 1.7
- Ix = 1.320 in^4 Sy - 0.574-in^3 Lx = 57.8 in
Sx = 0.879 in^3 ry = 1.080 in Ky = 1.0
rx = 1.320 in Fy= 55 ksi Ly = 52.0 in
52f= 1.67 Cmx= 0.85 Cb= 1.0
E= 29,500 ksi
Loads Considers loads at level 1
COLUMN DL= 112 Ib
COLUMN PL= 6,000 Ib
Mcol= 24,319 in -Ib
Sds= 0.9587
1+0.105*Sds= 1.1007
1.4+0.14Sds= 1.5342
1+0.14Sds= 1.1342
0.85+0.14*Sds= 0.9842
B= 0.7000
rho= 1.0000
Axial Analysis
Critical load cases are: RMI Sec 2.1
Load Case 5: : (1 #0.105*Sds)D # 0,75*(1.4#0.14Sds)*8*P # 0.75*(0,7*rho*E)<= 1.0, ASD Method
axial load coeff: 0.80546445 * P seismic moment coeff: 0.5625 * Mcol
Load Case 6: : (1+0.14*Sds)D + (0.85+0.14Sds)*B*P + (0.7*rho*E)<= 1.0, ASD Method
axial load coeff: 0.68895 seismic moment coeff: 0.7 * Mcol
By analysis, Load case 6 governs utilizing loads as such
Axial Load=Pax= 1.134218*112 lb + 0.984218*0.7*6000 Ib
= 4,261 Ib
Moment=Mx= 0.7*rho*Mcol
= 0.7 * 24319 in -Ib
= 17,023 in -Ib
KxLx/rx = 1.7*57.75"/1.3196" KyLy/ry = 1*52"/1.08"
= 74.4 = 48.1
Fe= n^2E/(KL/r)max^2
= 52.6ksi
Pn= Aeff*Fn
= 30,752 Ib
P/Pa= 0.27 > 0.15
Bending Analysis
Fy/2= 27.5 ksi
52c= 1.92
Fe > Fy/2
Fn= Fy(1-Fy/4Fe)
= 55 ksi*[1-55 ksi/(4*52.6 ksi)]
= 40.6 ksi
Pa= Pn/S2c
= 30752 Ib/1.92
= 16,017 Ib
Check: Pax/Pa + (Cmx*Mx)/(Max*px) <- 1.0
P/Pao + Mx/Max <_ 1.0
Pno= Ae*Fy
= 0.757 in^2 *55000 psi
= 41,635 Ib
Max= My/52f
= 48345 in-Ib/1.67
= 28,949 in -Ib
px= {1/[1-(52c*P/Pcr)]}^-1
= {1/[1-(1.92*4261Ib/39874lb)]}^-1
= 0.79
Combined Stresses
Pao= Pno/Qc
= 416351b/1.92
= 21,685 Ib
Myield=My= Sx*Fy
= 0.879 in^3 * 55000 psi
= 48,345 in -Ib
Pcr= n^2EI/(KL)max^2
= nA2*29500 ksi/(1.7*57.75 in)^2
= 39,8741b
(4261 1b/16017 Ib) + (0.85*17023 in-Ib)/(28949 in-Ib*0.79) =
(4261 Ib/21685 Ib) + (17023 in-Ib/28949 in -Ib) =
0.89 < 1.0, OK
0.78 <1.0,OK
(EQ C5-1)
(EQ C5-2)
** For comparison, total column stress computed for load case 51s: 80.0% w loads 4956.061012 /b Axial and M= 12767 in -lb
type A select -Z Tile SR.
Page 7 of I y 7/20/2018
Structural
Engineering & Design Inc.
1815 Wright Ave La Verne, CA 91750 Tel: 909.596.1351 Fax: 909.596.7186
By: Bob
Project: Z Tile & Stone
BEAM Configuration: Type A Selective SR
Project #: LV -070918-7
DETERMINE ALLOWABLE MOMENT CAPACITY
A) Check compression flange for local buckling (B2.1)
w= c - 2*t -2*r
= 1.75 in - 2*0.063 in - 2*0.063 in
= 1.498 in
w/t= 23.78
1=lambda= [1.052/(k)A0.5] * (w/t) * (Fy/E)A0.5
= [1.052/(4)A0.5] * 23.78 * (55/29500)^0.5
= 0.54 < 0.673, Flange is fully effective
B) check web for local buckling per section b2.3
fl(comp)= Fy*(y3/y2)= 50.47 ksi
f2(tension)= Fy*(y1/y2)= 102.24 ksi
Y= f2/f1
= -2.026
k= 4 + 2*(1-Y)A3 + 2*(1-Y) Eq. B2.3-4
= 65.47
flat depth=w= yl+y3
= 4.248 in w/t= 67.42857143 OK
1=lambda= [1.052/(k)A0.5] * (w/t) * (fl/E)A0.5
= [1.052/(65.47)^0.5] * 4.248 * (50.47/29500)A0.5
= 0.363 < 0.673
be=w= 4.248 in b2= be/2
bl= be(3-Y) = 2.12 in
= 0.845
bl+b2= 2.965 in > 1.404 in, Web is fully effective
Determine effect of cold working on steel yield point (Fya)per section A7.2
Fya= C*Fyc + (1-C)*Fy (EQ A7.2-1)
Lcorner=Lc= (p/2) * (r + t/2)
0.148 in C= 2*Lc/(Lf+2*Lc)
Lflange-top=Lf= 1.498 in = 0.165 in
m= 0.192*(Fu/Fy) - 0.068 (EQ A7.2-4)
= 0.1590
Bc= 3.69*(Fu/Fy) - 0.819*(Fu/Fy)A2 - 1.79
= 1.427
since fu/Fv= 1.18 < 1.2
and r/t= 1 < 7 OK
then Fyc= Bc * Fy/(R/t)Am (EQ A7.2-2)
= 78.485 ksi
Thus, Fya-top= 58.88 ksi (tension stress at top)
Fya-bottom= Fya*Ycg/(depth -Ycg)
= 114.29 ksi (tension stress at bottom)
Check allowable tension stress for bottom flange
Lflange-bot=Lfb= Lbottom - 2*r*-2*t
= 2.498 in
Cbottom=Cb= 2*Lc/(Lfb+2*Lc)
= 0.106
Fy-bottom=Fyb= Cb*Fyc + (1-Cb)*Fyf
= 57.49 ksi
Fya= (Fya-top)*(Fyb/Fya-bottom)
= 29.62 ksi
if F= 0.95 Then F*Mn=F*Fya*Sx=
Eq. B2.1-4
4.500 in
Eq. B2.1-1
t1.75in
2.75 in
Eq. B2.3-5 Beam= Intik 45E 4.5Hx2.75Wx0.063"Thk
Eq B2.3-2
depth
(EQ A7.2-3)
26.02 in -k
Ix=
Sx=
Ycg=
t=
Bend Radius=r=
Fy=Fyv=
Fu=Fuv=
E_
top flange=b=
bottom flange=
2.195 inA4
0.925 inA3
2.970 in
0.063 in
0.063 in
55.00 ksi
65.00 ksi
29500 ksi
1.750 in
2.750 in
Web depth= 4.F(r ,
Fy^
fl(comp)
f2(tension)
yl= Ycg-t-r= 2.844 in
y2= depth-Ycg= 1.530 in
y3= y2 -t -r= 1.404 in
'Structural
Engineering & Design Inc.
1815 Wright Ave La Verne, CA 91750 Tel: 909.596.1351 Fax: 909.596.7186
By: Bob
Project: Z Tile & Stone
Project #: Lv-070918-7
BEAM Configuration: Type A Selective SR
RMI Section 5.2, PT II
Section
Beam= Intlk 45E 4.5Hx2.75Wx0.063" Thk
Ix=Ib= 2.195 inA4
Sx= 0.925 inA3
t= 0.063 in E= 29500 ksi
Fy=Fyv= 55 ksi F= 150.0
Fu=Fuv= 65 ksi
Fya= 58.9 ksi
1. Check Bending Stress Allowable Loads
L= 96 in
Beam Level= 1
P=Product Load= 4,000 Ib/pair
D=Dead Load= 75 Ib/pair
Mcenter=F*Mn= W*L*W*Rm/8
W=LRFD Load Factor= 1.2*D + 1.4*P+1.4*(0.125)*P RMI2,2, item 8
FOR DL=2% of PL,
W= 1.599
Rm= 1 - [(2*F*L)/(6*E*Ib + 3*F*L)]
1 - (2*150*96 in)/[(6*29500 ksi*2.195 inA3)+(3*150*96 in)]
= 0.933
if F= 0.95
Then F*Mn=F*Fya*Sx= 51.74 in -k
Thus, allowable load
per beam pair=W= F*Mn*8*(# of beams)/(L*Rm*W)
= 51.74 in -k * 8 * 2/(96in * 0.933 * 1.599)
= 5,781 Ib/pair allowable load based on bending stress
Mend= W*L*(1-Rm)/8
= (5781 lb/2) * 96 in * (1-0.933)/8
= 2,324 in -Ib @ 5781 Ib max allowable load
= 1,608 in -Ib @ 4000 Ib imposed product load
2. Check Deflection Stress Allowable Loads
4.500 in
2.75 in
1.75 in
11111111111111111111111111111111111111111111111111111111
Dmax= Dss*Rd
Rd= 1 - (4*F*L)/(5*F*L + 10*E*Ib)
= 1 - (4*150*96 in)/[(5*150*96 in)+(10*29500 ksi*2.195 inA4)]
= 0.920 in
if Dmax= L/180 Based on L/180 Deflection Criteria
and Dss= 5*W*LA3/(384*E*Ib)
L/180= 5*W*LA3*Rd/(384*E*Ib*# of beams)
solving for W yields,
W= 384*E*I*2/(180*5*LA2*Rd)
= 384*2.195 inA4*2/[180*5*(96 in)A2*0.92)
= 6,517 Ib/pair allowable load based on deflection limits
Thus, based on the least capacity of item 1 and 2 above:
Allowable Deflection= L/180
= 0.533 in
Deflection at imposed Load= 0.369 in
Allowable load= 5,781 !b/pair
Imposed Product Load= 4,000 Ib/pair
(Beam Stress= 0.69
Beam at Level 1
Structural
Engineering & Design Inc.
1815 Wright Ave La Verne, CA 91750 Tel: 909.596.1351 Fax: 909.596.7186
By: Bob Project: Z Tile $ Stone
Project #: LV -07091 8-7
3 Pin Beam to Column Connection Type A Selective SR
i he beam end moments shown herein show the result of the maximum induced fixed end monents torm seismic + static loads and the code
mandated minimum value of 1.5%(DL+PL)
Mconn max= (Mseismic + Mend-fixity)*0.70*Rho
= 14,599 in -Ib Load at level 1
P1
0
P2
1"
t1'
rho= 1.0000
Connector Type= 3 Pin
Shear Capacity of Pin
P3
1/2
1/2"
Pin Dam= 0.44 in Fy= 55,000 psi
Ashear= (0.438 in)^2 * Pi/4
= 0.1507 in^2
Pshear= 0.4 * Fy * Ashear
= 0.4 * 55000 psi * 0.1507in^2
= 3,315 Ib
Bearing Capacity of Pin
tcol= 0.090 in
Omega= 2.22
Fu= 65,000 psi
a= 2.22
Pbearing= alpha * Fu * diam * tcol/Omega
= 2.22 * 65000 psi * 0.438 in * 0.09 in/2.22
= 2,562 Ib < 3315 Ib
Moment Capacity of Bracket
Edge Distance=E= 1.00 in
Pin Spacing= 2.0 in Fy= 55,000 psi
C= P1+P2+P3 tclip= 0.18 in
= P1+P1*(2.5"/4.5")+P1*(0.5"/4.5")
= 1.667 * P1
Mcap= Sclip * Fbending
=0.127in^3*0.66*Fy
= 4,610 in -Ib
Pclip= Mcap/(1.667 * d)
= 4610.1 in-lb/(1.667 * 0.5 in)
= 5,531 Ib
C*d= Mcap = 1.667
Thus, P1= 2,562 Ib
Mconn-allow=[P1*4.5"+P1*(2.5"/4.5")*2.5"+P1*(0.5"/4.5")*0.51
= 2562 LB*[4.5"+(2.574.5")*2.5"+ (0.5"/4.5")*0.5"]
= 15,230 in -Ib > Mconn max, OK
Sclip= 0.127 in^3
d= E/2
= 0.50 in
type A select -7 Tile SR Page `l of l / 7/20/2018
• Structural
Engineering & Design Inc.
1815 Wright Ave La Verne, CA 91750 Tel: 909.596.1351 Fax: 909.596.7186
By: Bob Project: Z Tile & Stone
Transverse Brace Configuration: Type A Selective SR
Project #: LV -070918-7
Section Properties
Diagonal Member= Intik 1-1/2x1-1/4x3/8x16ga
Area= 0.258 in^2 1.500 in
r min= 0.460 in
Ey- 55,000 psi
K= 0.8
Sk= 1.92
Frame Dimensions
o
4 _-1
-1-1 0.375 in
Horizontal Member= Intlk 1-1/2x1-1/4x3/8x16ga
Area= 0.258 in^2
r min= 0.460 in
Fy- 55,000 psi
1.250 in K= 0.8
14- 0.375
Bottom Panel Height=H= 74.0 in
Frame Depth=D= 36.0 in
Column Width=B= 3.0 in
Diagonal Member
Clear Depth=D-B*2= 30.0 in
X Brace= NO
rho= 1.00
0
Load Case 6:: (1 f0 f MSAs 85+0.14Sds)*B*P t [0.7*rho*EJ<= 1.0, ASD Method
Vtransverse= 1,981 Ib
Vb=Vtransv*0.7*rho= 1981 Ib * 0.7 * 1
= 1,387 Ib
Ldiag= [(D-B*2)^2 + (H-6")^2]^1/2
= 74.3 in
Pmax= V*(Ldiag/D) * 0.75
= 2,146 Ib
axial load on diagonal brace member
Pn= AREA*Fn
= 0.258 in^2 * 17442 psi
= 4,498 Ib
Pallow= Pn/4
= 4498 Ib /1.92
= 2,343 Ib
Pn/Pallow=
Horizontal brace
0.92 <= 1.0 OK
(kl/r)= (k * Ldiag)/r min
= (0.8 x 74.3 in /0.46 in )
= 129.2 in
Fe= pi^2*E/(kl/r)^2
= 17,442 psi
Since Fe<Fy/2,
Fn= Fe
= 17,442 psi
44.
Typical Panel
Configuration
Check End Weld
Lweld= 3.0 in
Fu= 65 ksi
tmin= 0.060 in
Weld Capacity= 0.75 * tmin * L * Fu/2.5
= 3,510 Ib OK
Vb=Vtransv*0.7*rho= 1,387 Ib
(kl/r)= (k * Lhoriz)/r min
= (0.8 x 36 in) /0.46 in
= 62.6 in
Since Fe>Fy/2, Fn=Fy*(1-fy/4fe)
= 44,821 psi
Pn/Pallow=
0.23 <= 1.0 OK
Fe= pi^2*E/(kl/r)^2 Fy/2= 27,500 psi
= 74,297 psi
Pn= AREA*Fn
= 0.258in^2*44821 psi
= 11,5591b
Pallow= Pn/Qc
= 11559 Ib /1.92
= 6,021 Ib
type A select -Z Tile SR Page it o of t •y 7/20/2018
Structural
Engineering & Design Inc.
1815 Wright Ave La Verne, CA 91750 Tel: 909.596.1351 Fax: 909.596.7186
By: Bob Project: Z Tile & Stone
Single Row Frame Overturning Configuration: Type A Selective SR
Loads
Project #: LV -070918-7
Critical Load case(s):
1) RMI Sec 2.2, item 7: (0.9-0.2Sds)D + (0.9-0.20Sds)*B*Papp - E*rho
Sds= 0.9527
Vtrans=V=E=Qe= 1,981 Ib (0.9-0.2Sds)= 0.7083
DEAD LOAD PER UPRIGHT=D= 225 Ib (0.9-0.2Sds)= 0.7083
.PRODUCT LOAD.PER-UPRIGHT-=P-= 12,000 lb B= 1,0000
Papp=P*0.67= 8,040 Ib rho= 1.0000
Wst LC1=Wst1=(0.70826*D + 0.70826*Papp*1)= 5,853 Ib
Product Load Top Level, Ptop= 4,000 Ib
DL/Lvl= 75 Ib
Seismic Ovt based on E, E(Fi*hi)= 324,882 in -Ib
height/depth ratio= 5.0 in
Frame Depth=Df= 36.0 in
Htop-Iv1=H= 180.0 in
# Levels= 3
# Anchors/Base= 4
hp
�-Df�
N— U.0 111
A) FuIIy Loaded Rack h=H+hp/2= 204.0 in
Load case 1:
Movt= E(Fi*hi)*E*rho Mst= Wstl * Df/2
= 324,882 in -Ib = 5853 Ib * 36 in/2
= 105,354 in -Ib
T= (Movt-Mst)/Df
= (324882 in -Ib - 105354 in-lb)/36 in
= 6,098 Ib Net Uplift per Column
Net Seismic Uplift= 6,098 Ib
B) Top Level Loaded Only
Load case 1:
0 V1=Vtop= Cs * Ip * Ptop >= 350 Ib for H/D >6.0
= 0.2397 * 4000 Ib
= 959 Ib
Vleff= 959 Ib Critical Level= 3
V2=VDL= Cs*Ip*D Cs*Ip= 0.2397
= 54 Ib
Mst= (0.70826*D + 0.70826*Ptop*1) * 36 in/2
= 53,863 in -Ib
Movt= [V1*h + V2 * H/2]*0.7*rho
= 140,314 in -Ib
T= (Movt-Mst)/Df
= (140314 in -Ib - 53863 in-lb)/36 in
= 2,401 Ib Net Uplift per Column
Net Seismic Uplift= 2,401 Ib
Check (4) 0.5" x 3.25" Embed Hilti TZ anchor(s) per base p
Special inspection is required per ESR 1917.
Pullout Capacity=Tcap= 1,961 Ib
Shear Capacity=Vcap= 2,517 Ib
Fully Loaded:
Top Level Loaded:
late.
L.A. City Jurisdiction? NO
Phi= 1
(1524 Ib/1961 Ib)^1 + (247 Ib/2517Ib)^1 = 0.88
(600 Ib/1961 Ib)^1 + (119 Ib/2517 Ib)^1 = 0.35
Tcap*Phi= 1,961 Ib
Vcap*Phi= 2,5171b
<= 1.2 OK
<= 1.2 OK
type A select -Z Tile SR
Page f( of e y 7/20/201 8
Siructural
Engineering & Design Inc.
1815 Wright Ave La Verne, CA 91750 Tel: 909.596.1351 Fax: 909.596.7186
By: Bob
Project: Z Tile & Stone
Base Plate
Configuration: Type A Selective SR
Project #: LV -070918-7
Section
Baseplate= 8x8x3/8
Eff Width=W = 8.00 in
Eff Depth=D = 8.00 in
Column Width=b = 3.00 in
Column-Depth=dc-=-3.00 in
L = 2.50 in
Plate Thickness=t = 0.375 in
a = 3.00 in
Anchor c.c. =2*a=d = 6.00 in
N=# Anchor/Base= 4
Fy = 36,000 psi
Downaisle Elevation
Down Aisle Loads Load Case 5: : (1+0.105*Sds)D + 0.75*[(1.4+0.14Sds)*B*P + 0.75*[0.7*rho*EJ<= 1.0, ASD Method
COLUMN DL=
COLUMN PL=
Base Moment=
1+0.105*Sds=
1.4+0.14Sds=
B=
Axial stress=fa =
Moment Stress=fb =
Moment Stress=fbl =
M3 =
S -plate =
fb/Fb =
Tanchor =
Cross Aisle Loads
113 Ib
6,000 Ib
8,000 in -Ib
1.1007
1.5342
'0.7000
P/A = P/(D*W)
77 psi
M/S = 6*Mb/[(D*BA2]
49.2 psi
fb-fb2
18.5 psi
(1/2)*fb2*L*(2/3)*L = (1/3)*fb2*LA2
64 in -Ib
(1)(t -2)/6
0.023 inA3/in
Mtotal/[(S-plate)(Fb)]
0.57 OK
(Mb-(PLapp*0.75*0.46)(a))/[(d)*N/2]
Axial=P= 1.1006635 * 112.5 Ib + 0.75 * (1.534218 * 0.7 * 6000 Ib)
= 4,9571b
Mb= Base Moment*0.75*0.7*rho
= 8000 in -Ib * 0.75*0.7*rho
= 4,200 in -Ib
Axial Load P = 4,957 Ib
Mbase=Mb = 4,200 in -Ib
= -1,113 Ib No Tension
M1= wLA2/2= fa*LA2/2
= 242 in -Ib
Moment Stress=fb2 = 2 * fb * L/W
= 30.8 psi
M2= fb1*LA2)/2
= 58 in -Ib
Mtotal = M1+M2+M3
= 364 in-Ib/in
Fb = 0.75*Fy
= 27,000 psi
Fp= 0.7*F'c
= 2,450 psi OK
Tallow= 1,961 Ib
Cr tca/bad case Oil Sec 2.1, item 4: (1+0,11Sds)DL + (1+0.145D5)PL V.75+ELt'.75 <= 1.0, 450 Method
Pstatic= 4,957 Ib
Movt*0.75*0.7*rho= 170,563 in -Ib
Frame Depth= 36.0 in
P=Pstatic+Pseismic= 9,694 Ib
b =Column Depth= 3.00 in
L =Base Plate Depth -Col Depth= 2.50 in
fa = P/A = P/(D*W)
= 151 psi
Sbase/in = (1)(tA2)/6
= 0.023 inA3/in
fb/Fb = M/[(S-plate)(Fb)]
= 0.75 OK
Pseismic= Movt/Frame Depth
= 4,738 Ib
M= wLA2/2= fa*LA2/2
= 473 in-Ib/in
Fbase = 0.75*Fy
= 27,000 psi
OK
Check uplift load on Baseplate
Efft
Effe
Check uplift forces on baseplate with 2 or more anchors per RMI 7.2.2.
When the base plate configuration consists of two anchor bolts located on either side
the column and a net uplift force exists, the minimum base plate thickness
hall be determined based on a design bending moment in the plate equal
o the uplift force on one anchor times 1/2 the distance from
he centerline of the anchor to the nearest edge of the rack column"
Ta
IF c+
Mu
T
b
Ta
Elevation
Uplift per Column= 6,096 Ib
Qty Anchor per BP= 4
Net Tension per anchor=Ta= 1,524 Ib
c= 2.50 in
Mu=Moment on Baseplate due to uplift= Ta*c/2
= 1,905 in -Ib
Splate= 0.188 inA3
fb Fb *0.75= 0.282 OK
type A select -2 Tile SR, Page Pj.__ of (
7/20/2018
Structural
Engineering & Design Inc.
1815 Wright Ave La Verne, CA 91750 Tel: 909.596.1351 Fax: 909.596.7186
By: Bob
Project: Z Tile & Stone
Slab on Grade
Configuration: Type A Selective SR
1111111111111111111111111111111111111111111 1111111111111111111111111111111111H1111
Project #: LV -070918-7
Concrete
fc= 3,500 psi
tslab=t= 6.0 in
- -teff=-6.0 in
p111; 0= 0.6
Soil
fsoil= 750 psf
Movt= 227,417 in -Ib
Frame depth= 36.0 in
Sds= 0.959
0.2*Sds= 0.192
R.= 0600
8=B/D= 1.000
F'c^0.5= 59.2
L
SLAB ELEVATION
Base Plate
Effec. Baseplate width=B= 8.00 in
Effec. Baseplate Depth=D= 8.00 in
Column Loads
Down Aisle
Baseplate Plan View
width=a= 3.00 in
depth=b= 3.00 in
midway dist face of column to edge of plate=c= 5.50 in
midway dist face of column to edge of plate=e= 5.50 in
DEAD LOAD=D= 113 Ib per column Load Case 1) (1.2+0.2Sds)D + (1.2+0.2Sds)*B*P+ rho*E RMI SEC 2.2 EQTN 5
unfactored ASD load = 1.39174 * 113 Ib + 1.39174 * 0.7 * 6000 Ib + 1 * 6317 lb
PRODUCT LOAD=P= 6,000 Ib per column = 12,320 Ib
unfactoredASD load Load Case 2) (0.9-0.2Sds)D + (0.9-0.2Sdsy*B*Papp + rho*E RMI SEC 2.2 EQTN 7
Papp= 4,020 Ib per column = 0.70826 * 113 Ib + 0.70826 * 0.7 * 4020 Ib + 1 * 6317 Ib
P-seismic=E= (Movt/Frame depth) = 8,390 Ib
= 6,317 Ib per column Load Case 3) 1.2*D + 1.4*P RMI SEC 2.2 EQTN 1,2
unfactoredLimit State load = 1.2*113 Ib + 1.4*6000 Ib
B 0.7000 = 8,535 Ib
rho=,1.0000 Load Case 4) 1.2*D + 1.0*P + 1.0E ACI31811 Sec 92.1, EP 95
Sds= 0.9587 = 12,453 Ib
1.2 + 0.2*Sds= 1.3917 Effective Column Load=Pu= 12,453 Ib per column
0. 9 - 0.20Sds= 0.7083
Puncture
Apunct= [(c+t)+(e+t)]*2*t
= 276.0 in^2
Fpunctl= [(4/3 + 8/(3*(3)] *), *(F'c^0.5)
= 142.1 psi
Fpunct2= 2.66 * * (F'c^0.5)
= 94.5 psi
Fpunct eff= 94.5 psi
Slab Bending
fv/Fv= Pu/(Apunct*Fpunct)
= 0.478 < 1 OK
Pse=DL+PL+E= 12,453 Ib
Asoil= (Pse*144)/(fsoil)
= 2,391 inA2
x= (L -y)/2
= 15.7 in
Fb= 5*(phi)*(fc)^0.5
= 177.48 psi
L= (Asoil)^0.5
= 48.90 in
M= w*x^2/2
= (fsoil*x^2)/(144*2)
= 641.8 in -Ib
y= (c*e)^0.5 + 2*t
= 17.5 in
S -slab= 1*teff^2/6
= 6.0 in^3
fb/Fb= M/(S-slab*Fb)
= 0.603 < 1, OK
type A select -Z Tile SR
Page /3 of / C..1 7/20/2018
Structural
Engineering & Design Inc.
By: Bob
1815 Wright Ave La Verne, CA 91750 Tel 909.596.1351 Fax: 909.596.7186
Project: Z Tile & Stone
Configuration & Summary: Type B Selective DR
Project #: LV -070918-7
Seismic Criteria
# Bm Lvls
Frame Depth
Frame Height
# Diagonals
Beam Length
T
Ss=1.438, Fa=1
3
36 in
192.0 in
3
96 in
Beam
Fy=55 ksi
**RACK COLUMN REACTIONS
60"
Capacity: 5781 Ib/pr
0.73 -OK
Beam Connector
1
74"
Lvl 1: 3 pin OK Mconn=14227 in -Ib
Mcap=15230 in -Ib
0.93 -OK
Brace -Horizontal
Fy=55 ksi
ASD LOADS
AXIAL DL= 113 /b
AXIAL LL= 6,300 /b
0.24 -OK
Brace -Diagonal
Fy=55 ksi
Intlk 1-1/2x1-1/4x3/8x16ga
0.96 -OK
Base Plate
Fy=36 ksi
8x5x3/8 Fixity= 5000 in -Ib
0.92 -OK
Anchor
SEISMIC AXIAL Ps=t/- 9,461 /b
19T
0.592 -OK
Slab & Soil
6" thk x 3500 psi slab on grade. 750 psf Soil Bearing Pressure
0.69 -OK
Level
Load**
Per Level
Beam Spcg
Brace
Story Force
Transv
BASE -MOMENT ---5,-000 in -lb
60"
Column
Moment
Conn.
Moment
192..
52..
60"
52"
'l
\
'
4( 96" 4'
I
36" -f'
II
36" �f
Seismic Criteria
# Bm Lvls
Frame Depth
Frame Height
# Diagonals
Beam Length
Frame Type
Ss=1.438, Fa=1
3
36 in
192.0 in
3
96 in
Beam
Component
Description
STRESS
Column
Fy=55 ksi
INTLK LU75/3x3x13ga
P=6413 Ib, M=24384 in -Ib
0.92 -OK
. Column & Backer
None
None
None
N/A
Beam
Fy=55 ksi
Intlk 45E 4.5Hx2.75Wx0.063"Thk
Lu=96 in
Capacity: 5781 Ib/pr
0.73 -OK
Beam Connector
Fy=55 ksi
Lvl 1: 3 pin OK Mconn=14227 in -Ib
Mcap=15230 in -Ib
0.93 -OK
Brace -Horizontal
Fy=55 ksi
Intik 1-1/2x1-1/4x3/8x16ga
0.24 -OK
Brace -Diagonal
Fy=55 ksi
Intlk 1-1/2x1-1/4x3/8x16ga
0.96 -OK
Base Plate
Fy=36 ksi
8x5x3/8 Fixity= 5000 in -Ib
0.92 -OK
Anchor
2 per Base
0.5" x 3.25" Embed Hilti TZ ESR 1917 Inspection Reqd (Net Seismic Uplift=1972 Ib)
0.592 -OK
Slab & Soil
6" thk x 3500 psi slab on grade. 750 psf Soil Bearing Pressure
0.69 -OK
Level
Load**
Per Level
Beam Spcg
Brace
Story Force
Transv
Story Force
Longit.
Column
Axial
Column
Moment
Conn.
Moment
Beam
Connector
1 4,200 Ib 60.0 in 52.0 in 346 Ib 172 Ib 6,413 Ib 24,384 "# 14.227 "# 3 nin (
2
3
4,200 Ib
60.0 in
4,200 Ib 60.0 in
52.0 in
692 Ib
74.0 in 1,039 Ib
344 Ib 4,275 Ib 12,888 "# 8,399 "#
5161b 2,138lb 7,733 "# 3,888 "#
3 pin OK
3 pin OK
** Load defined as product weight per pair of beams
Notes
Total: 2,077 Ib 1,031 Ib
type B select -2 Tile DK
Page % Y of (4 7/20/20 18
r
7,
L h f
00
M
N
co
7
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 30 2018
City of Tukwila
BUILDING DIVISION
CORRECTION
LTR# 1
RECEIVED
CITY OF TUKWILA
NOV 16 2C18
PERMIT CENTER
COMBUSTIBLE
STOCK STORAGE
QUESTIONNAIRE
(Please print the information clearly.)
Business Name: 2 Coziber/eili
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 30 2018
City of Tukwila
BUILDING DIVISION
Business Address: /06? Avala.srAy DA, rue taioi.-4 to ?Per
The purpose of this questionnaire is to assist in determining the Fire Code requirements for the storage of "High -
Piled Combustible Stock" at your facility, These requirements will be based on the 1FC and NFPA 13. This form
should be completed and signed by a qualified person having the necessary code knowledge required for
Combustible Stock Storage, e.g,, architect or engineer of record, code consultant, insurance underwriter or fire
protection engineer.
1.
Commodity Class: A.S.S' I Source: IFC NFPA
Aerosol Level III: 0 Yes 12I No Class!, 0,10, IV, High Hazard (V) (lowest to highest):
2. Description of storage (if additional space is needed, attach additional page):
tz 4.4R4pric r- "ORCeL
'14L51-0106 )1(
(check one) 0 Public Accessible or Private areas
3. Maximum height of storage: 0t0 - 0 feet (distance from floor to top of commodity)
4. Method of storage (check ail that apply)
O Encapsulated in plastic
2K Wooden pallets
O On racks with solid shelves
01 Bin box made of: (check one)
0 metal 0 wood 0 plastic
5. Types of racks: (check all that apply)
X1 single row 1 double row
6. Area of storage:
O 0-500 sq. ft.
O 501-2,500 sq. ft.
2,501-12,000 sq. ft.
tg Non -encapsulated CORRECTION
O Plastic pallets LTR# I
g On racks without solid shelves
O Solid pile that is: (check one)
0 stable 0 unstable nEc:F.TED
CITY OF IiiKWIA
0 multiple row NUV 16 2018
O 12,000-20,000 sq. ft.
O 20,001-100,000 sq. ft.
O 100,001-300,000 sq. ft.
pia- ()act'
PERMIT CENTER
0 300,001-500,000 sq. ft.
O 500,001 sq. ft. and over
O 2 hour separation
DE "di -4 O a / 36 690 P.)..a Cay 'k Goeyj
d T IC &Sell
7. Sprinkler information:
a. Sprinkler density: s 3ci S 00 ,i.t?
b. Rack sprinklers? 0 Yes {izt, No
c. Temperature rating of sprinkler head in: figsCeiling 0 Racks
d. Fire hose stations and
hose connections: 0 Yes 0 No Number required: Size:
e. Fire flow worksheet completed: ❑Yes 0 No Design cross-checked: 0 Yes 0 No
f. Class 1 standpipes required: 0 Yes 0 No
8. Building height: feet
9. Distance from top of storage to fire sprinkler deflector: 4- feet
10. Smoke/Heat vents: 0 Yes 0 No Ratio: square feet
11. Draft curtains: 0 Yes 0 No sq. ft. sections
Depth: 0 4 feet 0 6 feet 0 8 feet
12. Column/VNaII fire protection required: 0 Yes 0 No Additional fire sprinkler heads: 0 Yes 0 No
Protected by listed/tested assay: 0 Yes 0 No
Description:
O.) (?)
• it 2
13. Aisle width between racks and storage: All `4
.Dfeet
14. Smoke detection system: la Yes 0 No
15. Maximum cubic feet per pile: (choose one)
f4 0-50,000 cubic feet
0 50,001-100,000 cubic feet
0 100,001-200,000 cubic feet
❑ 200,001-400,000 cubic feet
16. Access roadways within 150 feet of all portions of exterior walls: Yes 0 No
17. Access doors provided every 100 lineal feet on exterior walls which face access roadways:
181 Yes 0 No
18. Alternate materials/methods requested: 0 Yes IN No
Combustible Stock Storage form Rev. 5119/17
Bill R mbo
From: Zee Coleman <zee@ztilestone.com>
Sent: Monday, September 28, 2020 4:29 PM
To: Bill Rambo
Cc: Jill Gregory
Subjec : Re: Permit # D18-0254 Z Tile and Stone
Hi Bill,
Here is :heir info;
PACIFI:. CONSTRUCTION MLTN INC
Phone; 253.826.2727
Contra tor Reg #PACIFCM012RH
Tukwila Business License# BUS.0995301
Addres
PO Boy 1139
Milton, WA 98354
Contac person: Jack Sloboden
jacks(ct:-,)accon.us
Please et me know if I'm missing anything. And, congrats on your upcoming retirement!
Thanks
Zee Co42man
CEO -Fc ander
Z Colle;..tion
503.41::.9786
zcollec:.'on.com
From:3ill Rambo <Bill.Rambo@TukwilaWA.gov>
Date: .ilonday, September 28, 2020 at 2:53 PM
To: Zeas Coleman <zee@ztilestone.com>
Cc: Jil1.3regory <jill@ztilestone.com>
Subject:: RE: Permit # D18-0254 Z Tile and Stone
5
Zee,
I need •:o know the Washington State Contractors license number of the contractor you hired so
I can verify their state license and city business license. We also will attach their information to
your permit and print a new one that has the correct contractor on it. When I looked up Pacific
Constr4_ction in the state website I saw more than 1 contractor with that name. Please respond
ASAP a;., I am retiring and Wednesday is my last day.
Bill Rambo
From: Zee Coleman <zee@ztilestone.com>
Sent: Friday, September 25, 2020 12:14 PM
To: BiILRambo <Bill.Rambo@TukwilaWA.gov>
Cc: Jill Gregory <jill@ztilestone.com>
Subject: Re: Permit # D18-0254 Z Tile and Stone
Hello BiII,
I hope all is well. We hired Pacific Construction to anchor and install our racking and now the job is completed.
We are ready to schedule our inspection. Please advise on the next steps.
Much appreciated.
Zee Coknman
CEO -Founder
Z Collection
503.419.9786
zcollection.com
From: Bill Rambo <Bilt.Rambo@TukwilaWA.gov>
Date: Monday, June 8, 2020 at 12:35 PM
To: Zee Coleman <zee@ztilestone.com>
Subject: RE: Permit # D18-0254 Z Tile and Stone
Zee,
The office is still closed to the public and we are working from home. Your permit has been extended to 10-1-2020 by
the building official
with the following notice:
THIS PERMIT WAS DUE TO EXPIRE ON 4-1-2020 BUT BECAUSE OF THE CORONAVIRUS OUTBREAK (COVID-19) CRISIS THE
FOLLOVVING APPLIES:
DUE TO GOVERNOR JAY INSLEE'S MARCH 25, 2020 CONSTRUCTION GUIDANCE — STAY HOME, STAY HEALTHY
PROCLAMATION (20-25) STATING "COMMERCIAL AND RESIDENTIAL CONSTRUCTION IS NOT AUTHORIZED UNDER THE
PROCLAMATION BECAUSE CONSTRUCTION IS NOT CONSIDERED TO BE AN ESSENTIAL ACTIVITY". THEREFORE A ONE
TIME 180 DAY EXTENSION HAS BEEN APPLIED TO THIS PERMIT.
Bill Rambo
From: Zee Coleman <zee@ztilestone.com>
Sent: Thursday, June 4, 2020 3:25 PM
To: Bill Rambo <BiII.Rambo@TukwilaWA.gov>
Cc: Jill Gregory <iill@ztilestone.com>; Kyle Brown <kyle@ztilestone.com>
Subject: Re: Permit # D18-0254 Z Tile and Stone
Hi Bill,
Are you back at the office? If yes, I would like to follow up on our request for extension below. Our head office is
Portland, OR.
Permit # D18-0254
2
Thanks!
Zee Coleman
Founder- CEO
Z Collection
6650 N Basin Ave
Suite i
Portland OR, 97217
zee@zcollection.com
orderdesk@zcollection.com
206.708.9620 J Direct Line
503.419.9786 J Order Desk
zcollection.com j Website
Follow us on Instagram!
Follow us on Facebook!
Please always contact orderdesk@zcollection.com regarding products, samples, pricing, orders and checking order
status.
From: Zee Coleman <zee@ztilestone.com>
Date: Friday, March 20, 2020 at 10:05 AM
To: "Bill.Rambo@TukwilaWA.gov" <Bill.Rambo@TukwilaWA.gov>
Cc: Jill Gregory <jill@ztilestone.com>, Kyle Brown <kyle@ztilestone.com>
Subject: Permit # D18-0254 Z Tile and Stone
Hi Bill,
Our permit extension expires on April 1st. Originally, we were planning to get our racks installed and inspected net week.
However, our warehouse manager got the flu and we had to send him home for 14 days. This is a one man warehouse
and I can't send any other staff to Tukwila. We are in Portland.
Considering the difficult times we are going through, I would like to ask for another extension. Please let me know if you
can make an exception and extend our deadline.
Thanks in advance!
Zee Coleman
Founder- CEO
Z Collection
6650 N Basin Ave
Suite i
Portland OR, 97217
zee@ztilestone.com
orderdesk@ztilestone.com
206.708.9620 I Direct Line
503.419.9786 j Order Desk
ztilestone.com j Website
Follow us on Instagram!
Please always contact orderdesk@ztilestone.com regarding products, samples, pricing, orders and checking order status.
3
3/5/2020
City of Tukwila
Department of Community Development
JACK SLOBODEN
PO BOX 1139
MILTON, WA 98354
RE: Permit No. D18-0254
Z TILE AND STONE
1067 INDUSTRY DR
Dear Permit Holder:
Allan Ekberg, Mayor
Jack Pace, Director
In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric
Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null
and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 4/1/2020.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire.
Address your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 4/1/2020, your permit will become null and void
and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Bill Rambo
Permit Technician
File No: D18-0254
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
Kandace Nichols
From:
Sent:
To:
Subject:
Hello Kandace,
Accounting Paccon.US <accounting@paccon.us>
Wednesday, May 22, 2019 7:57 AM
Kandace Nichols
FW: Permit D18-0254
The above permit was taken out by Pacific Construction but we ended up not doing the job. We need to remove
ourselves as the GC so that the owner can file for an extension in their name and get all the work completed and
inspected. The owner is Z Stone and Tile.
Please let me know if you need anything else from me in order to get this processed.
Nuala O'Boyle ( Bookkeeper
1574 Thornton Ave SW Pacific WA 98047
Office: 253-826-2727 accounting@paccon.us
PRCIFIC
Cofl"TRucTIOf
CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click
links from an unknown or suspicious origin.
City of Tukwila
Alcan Ekberg, Mayor
Department of Community Development - Jack Pace, Director
May 22, 2019
Don Durheim
1067 Industry Dr
Tukwila, WA 98188
RE: Request for Extension #1
Permit Number D18-0254
Dear Mr. Durheim,
This letter is in response to your written request for an extension to Permit D18-0254. The Building
Official, Jerry Hight, has reviewed your letter and considered your request to extend the above
referenced permit. It has been determined that the City of Tukwila Building Division will be granting an
extension to the permit through December 2, 2019.
If you should have any questions, please contact our office at (206) 431-3670.
Sincerely,
qc1,,,tca-ce
Kandace Nichols
Permit Technician
File: Permit No. D I8-0254
Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov
• 4v„
Kandace Nichols
From: Don Durheim <Don@ztilestone.com>
Sent: Wednesday, May 22, 2019 8:54 AM
To: Kandace Nichols
Subject: Extension Permit D18-0254
Attachments: Permit Extensionjpg
Good Morning Kandace
Please see attached request for an extension for permit D18-0254 at Z Collection 1067 Industry Dr. Tukwila WA 98188
Don Durheim
Warehouse Manager
1067 Industry Dr.
Tukwila Wa. 98188
Don@ztilestone.com
503.756.9240 1 Direct Line
503.419.9786 !Order Desk
ztilestone.com 1 Website
Follow us on Instagram!
CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click
links from an unknown or suspicious origin.
Request for Extensio;# 1
Current Expiration Date: l.0 ' 2.-161
Extension Request:
X Approved for (f() days
Denied (provide explanation)
Signature nitials4/
1 l
1
0 0
r,. ♦ '✓
Permit Extension Request
City of Tukwila
May 17, 2019
This letter is to request an extension of permit D18-0254 for a period of 180
days.
This permit is for work at 1067 Industry Dr. Tukwila WA 98188
I am asking for this extension due to financial reasons Z Collection will not be able
to obtain the rest of the racking by June 2"d when the original permit will expire.
Over the next 180 days Z Collection should be able to obtain the racking, install
the anchors and schedule the final inspection to complete the work.
Thank you.
Don Durheim
17-7-;--DtAct,
Warehouse Manager
5/2/2019
City of Tukwila
Department of Community Development
JACK SLOBODEN
PO BOX 1139
MILTON, WA 98354
RE: Permit No. D18-0254
Z TILE AND STONE
1067 INDUSTRY DR
Dear Permit Holder:
Allan Ekberg, Mayor
Jack Pace, Director
In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric
Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null
and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 6/2/2019.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire.
Address your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 6/2/2019, your permit will become null and void
and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
C,)/(AA_ itta
Ka dace Nichols
Permit Technician
File No: D18-0254
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
City of Tukwila
Department of Community Development
September 06, 2018
JACK SLOBODEN
PO BOX 1139
MILTON, WA 98354
RE: Correction Letter # 1
DEVELOPMENT Permit Application Number D18-0254
Z TILE AND STONE - 1067 1NDUSTRY DR
Dear JACK SLOBODEN,
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:
FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments.
• Please complete and return the attached combustible storage questionnaire.
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. Cor-ections/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 Ripley
Permit Technician
File No. DI 8-0254
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D18-0254 DATE: 11/16/18
PROJECT NAME: Z TILE AND STONE
SITE ADDRESS: 1067 INDUSTRY DR
Original Plan Submittal Revision # before Permit Issued
X Response to Correction Letter # 1
Revision # after Permit Issued
DEPARTMENTS:
Building Division
Public Works
AtA Pg Pir
Fire Prevention Planning Division
Structural
❑ Permit Coordinator INN
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval/review required)
DATE: 11/20/18
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: 12/18/18
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg 0 Fire D Ping ❑ PW 0 Staff Initials:
I2/18/20I3
C4ERMIT COORD COPY 4
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D18-0254
PROJECT NAME: Z TILE AND STONE
SITE ADDRESS: 1067 INDUSTRY DR
X Original Plan Submittal
Response to Correction Letter #
DATE: 08/14/18
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
Building Division
Public Works ❑
ti6*
Mirereventton
Structural
Planning Division
❑ Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval/review required)
DATE: 08/16/18
Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
❑ Approved with Conditions
❑ Denied
(corrections entered in Reviews) (ie: Zoning Issues)
DUE DATE: 09/13/18
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only I
CORRECTION LETTER MAILED: rg"
Departments issued corrections: Bldg ❑ Fire] Ping ❑ PW ❑ Staff Initials:
12/18/2013
City Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Web site: http://www.TukwilaWA.gov
C
REVISION
SUBMITTAL
Revision submittals must be submitted in person at the Permit Center.
Revisions will not be accepted through the mail, fax, etc.
Date:r_�
&` v ` 2,04 Plan Check/PermitNumber: D18-0254
O Response to Incomplete Letter #
• Response to Correction Letter # 1
O Revision # after Permit is Issued
O Revision requested by a City Building Inspector or Plans Examiner
O Deferred Submittal #
Project Name: Z TILE AND STONE
Project Address: 1067 INDUSTRY DR
Contact Person: 4R
Summary of Revision:
Phone Number(25-3) 01- 'IR 37
Aiikc 15 1-4 4 ! co n, i"c. S ti b k 5-64‹ s-z,r�- e Qux. fi nice7v
21r.
(1
RECEIVED
CITY OF TUKWILA
NOV 1 6 2018
PERMIT CENTER
Sheet Number(s):
"Cloud" or highlight all areas of revision includin� 'V4l� dat of revision
0
Received at the City of Tukwila Permit Center by: ?i.e.)
0 Entered in TRAKiT on
W:\Permit Center (Brenda)Wonns\l'ermjt Center Documents (Word)\Revision Submittal Form.doc
Revised: August 2015
PACIFIC CONSTRUCTION MLT NC
Page 1 of 2
L&I regional offices are closed to public visits until further notice. Offices can still help you by phone from 8 a.m. to 5 p.m. weekdays
(except state holidays). Use the phone number for your closest regional office (httos://Ini.wa.ciov/aciencv/contact/#office-locations), or you can
call the Office of Information and Assistance at 360-902-5800.
4ia:Nnept, tiw:r IM.1.:11
JLabor & industries (httos://lni.wa.gov)
PACIFIC CONSTRUCTION MLTN INC
Owner or tradesperson
Principals
SLOBODEN, JACK RANDALL, PRESIDENT
Doing business as
PACIFIC CONSTRUCTION MLTN INC
WA UBI No.
601 957 855
PO Box 1139
MILTON, WA 98354
253-826-2727
PIERCE County
Business type
Corporation
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active
Meets current requirements.
License specialties
GENERAL
License no.
PACIFCM012RH
Effective — expiration
01/10/2000— 11/17/2021
Bond
CBIC
Bodd account no.
SC4887
Received by L&I
11/16/2001
Insurance
Indian Harbor Ins Co
Policy no.
6000000700-4
Received by L&I
11/15/2019
$12,000.00
Effective date
11/09/2001
Expiration date
Until Canceled
$1,000,000.00
Effective date
11/15/2019
Expiration date
11/15/2020
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601957855&LIC=PACIFCM012RH&SAW= 9/29/2020
PACIFIC CONSTRUCTION MLTN,-INC
Insurance history
Savings
No savings accounts during the previous 6 year period.
Lawsuits against the bond or savings
No lawsuits against the bond or savings accounts during the previous 6 year period.
L&l Tax debts
No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts
may be recorded by other agencies.
License Violations
No license violations during the previous 6 year period.
Certifications & Endorsements
OMWBE Certifications
No active certifications exist for this business.
Apprentice Training Agent
Registered training agent. Check their eligible programs and occupations.
Workers' Comp
Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums.
L&I Account ID Account is current.
901,207-01
Doing business as
PACIFIC CONSTRUCTION MILTON IN
Estimated workers reported
Quarter 2 of Year 2020 "21 to 30 Workers"
L&I account contact
T3 / FEARAED FEROZE (360)902-4797 - Email: FERH235@lni.wa.gov
Public Works Requirements
Verify the contractor is eligible to perform work on public works projects.
Required Training— Effective July 1, 2019
Exempt from this requirement.
Contractor Strikes
No strikes have been issued against this contractor.
Contractors not allowed to bid
No debarments have been issued against this contractor.
Workplace Safety & Health
Check for any past safety and health violations found on jobsites this business was responsible for.
No inspections during the previous 6 year period.
Page 2 of 2
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601957855&LIC=PACIFCM012RH&SAW= 9/29/2020
PACIFIC CONSTRUCTION MLT11C
Horne Espanol Contact
Safety & Health Claims & Insurance
Washington State Department of
410 Labor & Industries
A -Z Index Help My I.&1
Workplace Rights Trades & Licensing
PACIFIC CONSTRUCTION MLTN INC
Owner or tradesperson
Principals
SLOBODEN, JACK RANDALL, PRESIDENT
Doing business as
PACIFIC CONSTRUCTION MLTN INC
WA UBI No.
601 957 855
PO Box 1139
MILTON, WA 98354
253-826-2727
PIERCE County
Business type
Corporation
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
.........._................................................
Meets current requirements.
License specialties
GENERAL
License no.
PACIFCM012R11
Effective — expiration
01/10/2000-11/17/2019
Bond
CBIC
Bond account no.
SC4887
$12,000.00
Received by L&I Effective date
11/16/2001 11/09/2001
Expiration date
Until Canceled
Insurance
Indian Harbor Ins Co $1,000,000.00
Policy no.
6000000700-3
Received by L&I Effective date
11/09/2018 11/15/2018
Expiration date
11/15/2019
Insurance history
Savings
No savings accounts during the previous 6 year period.
Lawsuits against the bond or savings
No lawsuits against the bond or savings accounts during the previous 6 year period.
L&I Tax debts
No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts
may be recorded by other agencies.
License Violations
.........................
No license violations during the previous 6 year period.
Heip us improve
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601957855&LIC=PACIFCM012RH&SAW= 12/04/2018
ELECTRICAL i-
r
108'-1"
191-2"
13'-7"
DN
14-0" OFFICE
18'-0"
15c11"
OFFICE 12'-2"
1
38'-2" LABORATORY
24'-0"
ERVE
1
14'-0"
SUPPLY
ROOM
11'-7"
13'-1"
15'-6"OFFICE
8'-6"
15'-2" OFFICE
13'-7"
WAREHOUSE
ON
49'-7"
15'-10"
CONFERENC
ROOM
141-3"
7'-5" 7-8" 1
r
11111-11 Er-6n 071-6" STAFF
Li] 15""
• MEN'S
LOCKER
ROOM
101-2"
1
9'-5"
OFFICE
11J-7"
20'-1"
SUPPLY
ROOM
43-4"
431-7"
21'-5"
DN
WAREHOUSE
4
491-7"
r--- FEVISC9S
No chan7r sh- '!1 , r ..-'1 to thP Ne:OOP
Of i'ICY:( in '''''' . ' • TIL'ri tit
271-9"
DN
108-0"
.7!
'
4
+1--• DN
281-7"
DN
25'-7"
I
.!
!ILL.
471-7"
RECEPTION
18' 7"
8J-0"
ON
1 1'-7"
OFFICE
10J-2" —
51-7"
86 79t
ROOM
'*ECEPTION 13'-7"
20.-0"
61-5"
OFFICE
61-11"
OFFICE 181-4"
15'-3"
ZONE
REV
DESORPTION
REVISIONS
ON
WAREHOUSE
12
AREA OF RACKING
DN
•
•
95' 8"
DN
RECEPTION 13'-7"
20'-0"
f
17-4"
11=11111MWEi
OFFICE
13' 0"
OFFICE
111-11"
24' 3"
CONFERENCE
ROOM
191-7"
07/22/2018
P. rm.
•
gm*
55 -6"
DN
61 -7"
27'-3"
REVIEWED FOR
DE COMPLIANCE
APPROVED
NOV 30 21118
tt'L Pp I
BUILDING DIVISION I
Plan rcislcw ctfL12c!. ;3 CI7.2.72
kproval cf : :Z3
th3 VIC:tat:Ca C.1 ;07 ,J.
cf approved c;;;;;;.:ons
By:
THE P.E. CERTIFICATION PROVIDED HEREIN
PERTAINS TO THE
SHELVING COMPONENTS ONLY.
ALL OTHER COMPONENTS ARE OUTSIDE
THE SCOPE OF THIS CERTIFICATION.
Data: "rfv/it
CI:y
.' ;1
L.. ;LAI
ORS DRAWING WIN rrs PRINCIPLES Of DESIGN COPCNNS PROPErtORY NIO CONFIDENT.N. INFORIMOON AND 5 OWNED SY TOTAL HANDLING SOLUPONS
THIS OWNING IS NOT 70 REPRODUCED. COPIED OR DARED IN ANY row WIDOW' tHE co•SENT OK tom HAODIC SOLUTIONS. ALL RICNTS RESERVEL,
GOO! N. LAGOON AVE
POR7L4ND, OR 97217
CuSTONEN
7-
ADDRESS
1067 INDUSTRY DRIVE TUKWILA, WA 98188
PROJECT
RACK PROJECT
SIZE
D
DATE
7/9/18
DWG NO.
Z-COLLECTION-070918
REV
8
7 6
SCAE
ve•wr-o-
TEEL
SHEET 1
b6t0'*KI
3"
COLUMN
NOTES:
USE @ TYPE A S/R
COLUMN/BASE LOCATIONS TYP.
3"T
COLUMN
NOTES:
USE @ TYPE B D/R
COLUMN/BASE LOCATIONS TYP.
DESCRIPTION
BASE PLATE: 8" x 8"
DESCRIPTION COLUMN: INTLK LU75
DESCRIPTION
BASE PLATE: 8" x 5°
DESCRIPTION
COLUMN: INTLK LU75
DESCRIPTION
BRACING: HORIZ. & DIAG.
MATERIAL
STEEL YIELD
3/8" THICK PLATE
ASTM A36, Fy=36,000 PSI
MATERIAL
STEEL YIELD
13 GAGE THK.
ASTM A570, Fy=55,000 PSI
MATERIAL 3/8" THICK PLATE
STEEL YIELD j ASTM A36, Fy=36,000 PSI
MATERIAL
STEEL YIELD
13 GAGE THK.
ASTM A570, Fy=55,000 PSI
MATERIAL
STEEL YIELD
16 GAGE THK. STEEL
ASTM A570, Fy=55,000 PSI
NOTES:
USE @ ALL BRACE LOCATIONS TYP.
t 1 5/8"
r
7GA.4
5/16"0 SAFETY PIN
7/16" Q1 GR 55 RIVET
6"
`2"
1
1
3 3/8"
B
r
4
DESCRIPTION
3-PIN CONNECTOR
MATERIAL
7 GAGE
STEEL YIELD
ASTM A570, Fy=55,000 PSI
NOTES:
USE @ ALL BEAM TO COLUMN CONNECTION
LOCATIONS.
DESCRIPTION
4-1/2" BEAM (INTLK 45E)
MATERIAL
1
5 GAGE
STEEL YIELD
ASTM A570, Fy=55,000 PSI
TYPE A S/R, TYPE B D/R RACK
t
96"
t
60"
192" 60"
60"
•
74'
NOTES:
USE @ ALL
BEAM LOCATIONS TYP.
36" t t 12"
11 9/16"
12"MIN
1 9/16"
fl L
•
1)u
-sir 0
3 1/4'
DESCRIPTION
MATERIAL
ROW SPACER
14 GAGE
STEEL YIELD ASTM A570, Fy=55,000 PSI
74"
FRONT VIEW
STORAGE RACK ELEVATIONS
SIDE VIEW: D/R
SIDE VIEW: S/R
NOTES:
ATTACH WITH (4) 7/16"0 GR. 5 BOLTS,
(2) @ EACH END
07/22/2018
GENERAL PROJECT NOTES
1. DESIGNED PER REQUIREMENTS OF THE 2015 IBC, ASCE 7-10 AND THE
2012 RMI RACK DESIGN MANUAL
2. SEISMIC CRITERIA Ss = 1.438, S1 = 0.535, Fa = 1.00, Fs( = 1.50,
Ip = 1.0 (NO PUBLIC ACCESS), Sds = 0.959, Sd1 = 0.535, OCC. CATAG. II,
SITE CLASS D, SEISMIC DESIGN CATAG. D
3. STORAGE CAPACITY:
TYPE A S/R = 4000# PER LEVEL TYP.
TYPE B D/R = 4200# PER LEVEL TYP.
4. ANCHORS HILTI KWIK BOLT TZ ESR #1917 OR POWER SD2 ESR #2502,
OR ICC & ENGINEER APPROVED EQUAL.
1/2"O x 3-1/4" MIN. EMBEDT.
(4) ANCHOR PER 8X8 EASE PLATE
(2) ANCHOR PER 8X5 EASE PLATE
5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION.
6. EXISTING S.O.G. CONCRETE THICKNESS & COMPRESSIVE STRENGTH, 6' x 3500 PSI
7. SOIL BEARING PRESSURE 750 PSF @ GRADE OR BETTER
8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY
WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS
LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE CLEAR, LEGIBLE PRINT.
9. ALL BOLTS GR. 5 OR BETTER. INSTALL TO SNUG TIGHT FIT WITH ALL PLYS IN FLAT CONTACT
10. ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS
CERTIFIED WELDERS USING E70XX ELECTRODE OR BETTER. FIELD WELDS, IF
ANY, SHALL BE PROVIDED UNDER THE SUPERVISION OF A LICENSED DEPUTY INSPECTOR.
11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18" BETWEEN
TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR.
12. SHIMS MAY BE USED UNDER THE BASE PLATE TO MAINTAIN THE PLUMBNESS OF THE STORAGE RACK.
THE SHIMS SHALL BE MADE OF A MATERIAL THAT MEETS OR EXCEED THE DESIGN BEARING STRENGTH
(LRFD) OR ALLOWABLE BEARING STRENGTH (ASD) OF THE FLOOR. THE SHIM SIZE AND LOCATION UNDER
THE BASE PLATE SHALL BE EQUAL TO OR GREATER THAN THE REQUIRED BASE PLATE SIZE AND LOCATION.
SHIMS SHALL BE INTERLOCKED OR WELDED TOGETHER IN A FASHION THAT CAN TRANSFER ALL THE
SHEAR FORCES AT THE BASE. BENDING IN THE ANCHOR ASSOCIATED WITH SHIMS OR GROUT UNDER THE
BASE PLATE SHALL BE CONSIDERED IN THE DESIGN OF THE ANCHOR BOLTS.
13. THE PRODUCT SHOWN ON THE DETAILS HEREIN IS ASSUMED TO BE IN GOOD, UNDAMAGED
CONDITION. THE PRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION
DEFICIENCIES OR IRREGULARITIES IT IS THE RESPONSIBILITY OF THE OWNER, USER,
PRODUCT PROVIDER AND/OR INSTALLER OF THE COMPONENTS TO NOTIFY SED, INC IN
WRITING, OF ANY DAMAGE, DEFICIENCIES OR IRREGULARITIES.
14. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER OF THE COMPONENTS SHOWN
HEREIN TO NOTIFY SED, INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE.
THIS INCLUDES SUCH OCCURRENCES SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM
FORKLIFT OR HEAVY MACHINERY, IMPACT FROM DROPPED LOADS ON THE SYSTEM, DAMAGE
TO SYSTEMS BY IMPROPER USE OR INSTALLATION, ETC. THE USER OF THE PRODUCT MUST
NOTIFY SED, INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO THE
PRODUCT SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER TO
MAINTAIN THE SAFETY AND PROPER USE OF THE STORAGE PRODUCT SHOWN HEREIN.
15. IT IS THE RESPONSIBILITY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN
TO REPAIR OR REPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT.
16. THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM BY ASSURING PROPER
OPERATIONAL, HOUSE KEEPING AND MAINTENANCE PROCEDURES, BUT NOT LIMITED TO THE FOLLOWING:
a. PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF OVERALL RACK SYSTEMS.
b. REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD
THE AFFECTED AREA AND REPLACE OR REPAIR ANY DAMAGED COLUMNS, BEAMS,
OR OTHER STRUCTURAL COMPONENTS.
c. REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD, SAFE, OPERATING CONDITION.
d. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS
IN PROPERLY STACKED AND STABLE POSITION.
e. REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE.
f. PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION, INCLUDING THE TOP MOST
POSITION, UNLESS THE RACK SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING.
g. THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE
TO THE STORAGE RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT AND/OR
HEAVY MACHINERY ARE IN USE.
BASE PLATE
F.F.
4
A A
3 1/4"
MIN. EMBED.
NOTES:
CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO
ENSURE REQUIRED EMBEDMENT IS OBTAINED.
a
Z
O
UN
cc
1067 INDUSTRY DR.
REVIEWED =OR
TULWILA, WA 98188
CODE COMPL ANCE
6" APPROVED
SLAB
NOV 30:vs
City of Tukwila
BUILDING DIV SI(
DESCRIPTION HILT! KWIK BOLT TZ ANCHOR
SIZE
I ESR#
0
.we NO.
LV-07091 8-7
SHEET NO.
1/2" X 3-1/4" MIN. EMBED. NOTES: SED 1 OF 1
1917 SEE NOTE #4 ABOVE FOR ANCHOR SPECS j