HomeMy WebLinkAboutPermit D2000-129 - FRONTIER PACKAGING - STORAGE RACKSFRONTIER
PACKAGING
D2000 -129
City of Tukwila
-
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
Signature:
DEVELOPMENT PERMIT
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
Parcel No: 352304 -9091 Permit No: D2000 -129
Address: 1201 ANDOVER PK E Status: ISSUED
Suite No: Issued: 05/26/2000
Location: Expires: 11/22/2000
Category: AWSE
Type: DEVPERM
Zoning: TUC
Const Type: RACKS Occupancy: WAREHOUSE
Gas /Elec.: UBC: 1997
Units: 001 Fire Protection: SPRINKLERED
Setbacks: North: .0 South: .0 East: .0 West: .0
Water: TUKWILA Sewer: TUKWILA
Wetlands: Slopes: N Streams:
Contractor License No: RHBROC *130BK
OCCUPANT FRONTIER PACKAGING Phone:
1201 ANDOVER PK E, TUKWILA, WA 98188
OWNER PIETROMONICO JOHN
HRP, PO BOX 700, MERCER ISLAND WA 98040
CONTACT BARRY ADAMS Phone: 206 - 624 -3100
1400 4 AV S, SEATTLE, WA 98134
CONTRACTOR R H BROWN COMPANY
PO BOX 3046, SEATTLE WA 98114
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Description:
ERECTION OF (1) ROW PALLET RACKING.
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Construction Valuation: $ .00
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr:
Curb Cut /Access /Sidewalk /CSS: N
Fire Loop Hydrant: N No: Size(in): .00
Flood Control Zone: N
Hauling: N Start Time: Erid Time:
Land Altering: N Cut: Fill:
Landscape Irrigation: N
Moving Oversized Load: N Start Time: End Time:
Sanitary Side Sewer: N No:
Sewer Main Extension: N Private: N Public: N
Storm Drainage: N
Street Use: N
Water Main Extension: N Private: N Public: N
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
TOTAL DEVELOPMENT PERMIT FEES: $ 211.16
**************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** * * * * * * * * * * * * * * * * * * * * * **
Permit Center Authorized Signature: Date: S - 4_ 0 _
(206) 431 -3670
I hereby 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 provision of any other state or local laws regulating construction
or the performance of work. I am authorized to sign for and obtain this
development permi
Date:
2 -40
Print Name: 4,✓,5
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.
T
CITY OF TUKWILA
Address: 1201 ANDOVER.PK E Permit No: D2000 -129
Suite:
Tenant: Status: ISSUED
Type: DEVPERM Applied: 05/09/2000
Parcel It: 352304 -9091 Issued: 05/26/2000
************** *********** * * * * * * * * * * * * * * * * * * * * * * * * * * *** ** *fie * * *** **** ** * * * **
Permit Conditions:
1. No changes will be made to the plans unless approved by the
Engineer Arid the Tukwila Building Division.
2. All construction to be done in 'conformance with approved
• plans' and.requirements of the Uniform Building Code (1997
•Edition) as amended, Uniform Mechanical Code (1997 Edition),
and ' Wash i ngtori State Energy Code (1997 Edition).
3. ;Va l i,d i ty . of Permit. The issuance of a permit or approval; o f
plans Specifications, and • computations shall not be con-
strued to be e permit •for•, • or an approval of, any violation
of any of the provisions of•the building code or of any •
;other ordinance of the. jurisdiction. No permit presuming to
give authority to violate or cancel the provisions of this
code. shall,be valid.
4. All permits, inspection records, and approved plans shall' be
availa,b,le at the job site prior to the start of any con -
•struct•i on,. These documents are to be maintained and avail •=
able until final inspection approval is granted.
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Description of work to be done:
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El Multi- family l►1 Warehouse ❑Hospital
El Motel /Hotel ❑ Office
El Other
Existing use: ❑ Retail El Restaurant
El Church El Manufacturing
❑ School /College /University
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Proposed use: El Retail ❑ Restaurant El Multi-family t� ' arehouse El Hospital
El Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office
El School /College /University El Other
Will there be a change of use? El yes IJ no
If yes, extent of change: (Attach additional sheet if necessary)
Will there be rack storage? "yy s ❑ no
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Existing fire protection features: sprinklers El automatic fire alarm ❑ none El other (specify)
Building Square Feet: ' / 94/5 existing
Area of Construction: (sq. ft.) el ,C;
Will there be storage of flammable /combustible hazardous material in the building? Lt� yes ❑ no
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets
Date - In -e ( )(
Date apri�atioryairpire� y�
Ap;JFeAt by: (initials)
Project Name/Tenant: ---` 7�h
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Valu o ponstructign:
Tax ber: J
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Site Address:
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Pho_pee: 52
Street Address :„ -, r
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City State /Zip:
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Phone: X 1
Street Addr ss:
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Fax #:
Architect:
Phone:
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City State /Zip:
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Commercial / Multi - Family Tenant Improvement / Alteration Permit Application
APPLICANT: REQU FOR PUBLIC PLAN. REVIEWOF THE FOL'LOWI
Addit!�hlre views ma . be.determin e d ;b .the.Pubhc.WorkstDe %artment) r r
❑ Hauling
El Channelization /Striping El Curb cut/Access /Sidewalk ❑ Flood Control Zone
❑ Fire Loop /Hydrant (main to vault) #:
❑ Land Altering 0 Cut
El Sanitary Side Sewer #:
❑ Storm Drainage ❑ Street Use
❑ Water Meter /Exempt #: Size(s):
❑ Water Meter /Permanent # Size(s):
❑ Water Meter Temp # Size(s):
El Miscellaneous
Size(s):
cubic yds. 0 Fill cubic yds.
❑ Sewer Main Extension
❑ Water Main Extension
0 Deduct
Est. quantity:
❑ Landscape Irrigation
O Private 0 Public
O Private 0 Public
0 Water Only
gal Schedule:
PLEASE SIGN BACK OF APPLICATION FORM
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Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and
is subject to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by
limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by
the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
CTPERMIT.DOC 1/29/97
CITY OF TUKI 'LA
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
• R STAFF USE ONLY
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
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BUILDING OWNER OR AUTH
AGENT:
Signature:
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ALL COMMERCIAL/MULTIAMILY TENANT IMPROVEMENT / ERATION PERMIT APPLICATIONS
T BE SUBMITTED WITH THE FOLLOWING:
➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A SUBMI LSD
ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT,
STRUCTURAL ENGINEER OR CIVIL ENGINEER
➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
Complete Legal Description
❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures
(Form H -13). Business Declaration required (Form H -10).
Four (4) sets of working drawings (five(5) sets for structural work), which include :
❑ ❑ Site Plan (including existing fire hydrant location(s)
1. North arrow and scale
2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements
3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions
4. Location of driveways, parking, loading & service areas
5. Recycle collection location and area calculations (change of use only)
6. Location and screening of outdoor storage (change of use only)
7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's
boundaries
8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of
use only)
9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of
those, identify by size and species which are to be removed and saved z
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change w
of use only)
11. Location and gross floor area of existing structure with dimensions and setback v O
12. Lowest finished floor elevation (if in flood control zone) cn o
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- w =
,�y� 9 )• r u_
❑ L10 Floor plan: show location of tenant space with proposed use of each room labeled w O
N 2
❑ Ld Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of Q
any hazardous materials; dimensions of proposed tenant space. cn a
❑ icinity Map showing location of site ►— _
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❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack z O
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of w w
rack. Structural calculations are required for rack storage eight feet and over. 2
❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished p
❑ ❑ Construction details tu w
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❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of
water supply to sprinkler vault with documentation from contractor stating supply line will meet or w z
exceed sprinkler system design criteria as identified by the Fire Department. U
❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. H z I
❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds).
❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other
land use or SEPA decisions.
❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County
Department of Public Health prior to submitting for building permit application. The Department of
Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5)
❑ ❑ Copy of Washington State Department of Labor and industries Valid Contractor's License. If no
contractor has been selected at time of application a copy of this license will be required before the
permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ".
Building Owner/Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed
by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and
obtain the permit will be required as part of this submittal
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.
CTPERMIT.DOC 1/29/97
•
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I TRANSMIT Number: Rr:+3002 0 Amount: 211..16 05 /09/00 09:5V.
Payment i4et;hud: CHECK Notation: RH 13ito iw CO Ini {°; TL13
Permit No D2000••129 Type: i)EVPERM DEVELOPMENT PERMIT
Parcel NC!. 352304-9091
to Addrress: 1201 ANDOVER PI; E
TotRl rt.16:.,;; 211.16
Chit •Pa.yment 211.16 Total ALL Pmts: 211.16
Balance: .00
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Account Code
000/322.100
000/145.030
000/386.904
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't •'.,.i:l 111 +it:I.i�C•'U.� 3 ^: �'
Description Amount-;
BUILDING - Plilh•IkES 125.25
PLAN CHECK •- IJ0NR1!S 131.41
STATE BUILDING SURCHARGE
4217 05/11 9717 TOTAL 211.16
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Type of In dion:
Address:
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Special instructions:
Date wanted:,,
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Requester:
Phone:
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
(206_
Approved per applicable codes. n Corrections required prior to approval.
COMMENTS:
$47.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
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Special instructions:
Date wanted:
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INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
COMMENTS:
El $47. REINSPECT!
at 6300 Southcenter
Receipt No:
PERMIT NO.
(206)431 -3670
El Approved per applicable codes. to Corrections required prior to approval.
Date:
I Lam- r • 1—
FEE REQ Prior to inspection, fee must be paid
vd., Suite 100. Call to schedule reinspection.
Date:
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City of Tukwila
Fire Department
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
Project Name ' Fr On\ (CC q" { Nn 0)
Address ) 2-0\ r~ A ,r.cr TIC
Retain current inspection schedule
Needs shift inspection
Approved without correction notice
Approved correction notice issued
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits:
Authorized Signature
FINALAPP.FRM
)
Rev. 2/19/98
Steven M. Mullet, Mayor
Thomas P. Keefe, Fire Chief
Permit No. 0C9`0 — l ��
Suite #
(,(1),10a
Date
T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439
STORAGE RACKS
DRIVE-IN RACKS
CANTILEVER RACKS
MEZZANINES
'CONVEYORS
CAROUSELS
STEEL SHELVING
MOVABLE SHELVING
STORAGE TANKS
MODULAR OFFICES
GONDOLAS
BOOKSTACKS
161 ATLANTIC STREET
-, SEIZMIC
MATERIAL HANDLING ENGINEERING
EST. 1985
CITY APPROVALS
STATE APPROVALS
PERMITTING SERVICES
PRODUCT TESTING
FIELD INSPECTION
SPECIAL FABRICATION
SEISMIC ANALYSIS
OF STORAGE RACKS FOR
FRONTIER PACKAGING
1201 ANDOVER PARK EAST
TUKWILA, WA.
#00 -0862
RECEIVED
CITY OF TUKWIL
A
!IA/ - g 200r
PERMIT CENTEh
ALASKA NEVADA
ARIZONA PEW MEXICO
CALIFORNIA OREGON
COLORADO PENNSILVANA
IDAHO UTAH
MISSOURI WASHNGTON
MAY 252000
t \J • r.JtLV
• POMONA • CA 91768 • TEL: 909)869 -0989 • FAX: (909)869 -0981
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INC.
MATERIAL HANDLING ENGINEERING
TEL: (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
PROJECT FROIER PACKAGING
FO R H bROWN
SHEET NO. 2 OF 15
CALCULATED BY BOB S. DATE 05-05-2000
TABLE OF CONTENTS
DESCRIPTION PAGE #
COVER SHEET 1
TABLE OF CONTENTS 2
SCOPE 2
PARAMETERS G EOET�K`il�� -A 3
CONFIGURATIONS 2ppp 4 - 4
COMPONENTS & SPECS. � �V 9
p �a�,nr( G�ta�c GR 5- 6
LOADS AND DISTRIBUTION 7
LONGITUDINAL ANALYSIS 8
COLUMN 9
BEAM 10
BEAM TO COLUMN 11
BRACING 12
OVERTURNING 13
BASE PLATE 14
SLAB & SOIL 15
SCOPE:
THIS ANALYSIS OF THE STORAGE SYSTEM IS TO DETERMINE ITS COMPLIANCE WITH
THE APPROPRIATE BUILDING CODES WITH RESPECT TO STATIC AND SEISMIC FORCES.
THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY,
WITHOUT ANY FIELD WELDING.
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MATERIAL HANDLING ENGINEERING
TEL: (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
PARAMETERS:
SEIZMIf -1 �
INC.
STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH
DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN
ANY ADJACENT BAYS.
THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYZED IN BOTH
LONGITUDINAL AND TRANSVERSE DIRECTION.
STABILITY LONGITUDINALLY IS DEPENDANT ON BEAM TO COLUMN MOMENT,
WHILE THE BRACING ACT TRANSVERSELY.
1. COLUMN.
2. BEAM.
3. BEAM TO COLUMN.
4. BASE PLATE.
5. HORIZONTAL BRACING.
6. DIAGONAL BRACING.
7. BACK CONNECTOR.
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PROJECT FRQNTIER PACKAGING
FOR R ... BROWN
SHEET NO 3 OF 15
CALCULATED BY BOB S. DATF 05 -05 -2000
TRIBUTARY AREA
TRANSVERSE
LONGITUDINAL
TOP VIEW
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INC.
MATERIAL HANDLING ENGINEERING
TEL: (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
PROJECT FRONTIER PACKAGING
FOR RH B,.JWN
SHEET NO. 4 OF 15
CALCULATED BY BOB S. DATE 05 -05 -2000
CONFIGURATIONS
14
144"
64"
I
TYPE 1
4"
64"
64"
3,500 lb.
2
3,500 lb.
1
43"
106 "--4
TYPE TUNNEL
3,500 lb.
"
4` 44"
144 " ---71' 44" -7f
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1 3,580 lb. 16,161 in.lb. 14,462 in.lb. <-std.conn.
2 1,790 lb. 8,763 in.lb. 6,382 in.lb. <-std.conn.
TYPE 1 DESIGN LOAD = 3500#
BASE PLATE
COLUMN
BEAM
8 X5 X.375
Mbase = 9307 in.lb.
COLUMN
3X3X14 GA(300)
STRESS =0.94
V
4 -3/8 x 2 -3/4x 14 ga.(4340)
MAX LOAD /LEVEL = 5,118 lb.
BEAM IS O.K.
OVERTURNING
BRACING
SLAB & SOIL
V
ANCHOR STRESS = 0.14
# OF ANCHORS = 2
HORIZONTAL .4
1 1/2 X 1-1/4 X 14 GA
STRESS = 0.19
DIAGONAL .`/
1 1/2 X 1-1/4 X 14 GA
STRESS = 0.48
Af
PUNCT. STRESS = 0.62
BENDING STRESS =0.64
INC.
MATERIAL HANDLING ENGINEERING
TEL: (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
TYPE 1
SPECIFICATION
- MAIN STEEL 55000 PSI
- BASE PLATE STEEL 36000 PSI
- ANCHOR - WEDGE TYPE 1/2 x 3
- FLOOR SLAB 5" X 2000 PSI. REINFORCED 1
- SOIL BEARING PRESSURE 1000 PSF
- SEISMIC ZONE 3.
- TYPE = SINGLE ROW UNITS.
SECTION
AXIAL FORCE
4"
64"
64"
3,500 lb.
2
3,500 lb.
1
f--- 106 "
Iu= 106"
MOMENT BEAM MOMENT
44"
6 �i
SEIZMIP
PROJECT FR NTIER PACKAGING
FOR R .) BROWN
SHEET NO. 5 OF 15
CALCULATED BY BOB S. DATE 05-05 -2000
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TYPE TUNNEL DESIGN LOAD = VARIES
BASE PLATE
COLUMN
BEAM
8 X 5 X .375
Mbase = 7995 in.Ib.
.s/
COLUMN
3X3X14 GA(300)
STRESS =0.65
V
4 -3/4 x 2 -3/4x 14 ga.(4640)
MAX LOAD /LEVEL = 3,575 lb.
BEAM IS O.K.
OVERTURNING
BRACING
SLAB & SOIL
V
ANCHOR STRESS = 0.11
# OF ANCHORS = 2
HORIZONTAL . j
1 1/2 X 1-1/4 X 14 GA
STRESS = 0.14
DIAGONAL V
1 1/2 X 1-1/4 X 14 GA
STRESS = 0.36
PUNCT. STRESS = 0.49
BENDING STRESS =0.43
SEIZM IC �
INC.
MATERIAL HANDLING ENGINEERING
TEL: (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
PROJECT FRO/ PACKAGING
FOR R H bROWN
SHEET NO 6
OF 15
CALCULATED BY BOB S. DATE 05 -05 -2000
TYPE TUNNEL
SPECIFICATION
- MAIN STEEL 55000 PSI
- BASE PLATE STEEL 36000 PSI
- ANCHOR - WEDGE TYPE 1/2 x 3
- FLOOR SLAB 5" X 2000 PSI. REINFORCED 144"
- SOIL BEARING PRESSURE 1000 PSF
- SEISMIC ZONE 3.
- TYPE = SINGLE ROW UNITS.
SECTION
AXIAL FORCE
64"
64"
1
3,500 lb.
94#
4
144 " --4
Iu= 144"
MOMENT BEAM MOMENT
11
44"
160#
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INC.
MATERIAL HANDLING ENGINEERING
TEL: (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
LOADS & DISTRIBUTION :TYPE 1
LIVE LOAD PER SHELF = WII = 2,000 lb
(BASED ON CLIENT SUPPLIED DATA)
DEAD LOAD PER SHELF = Wdl = 80 lb
TOTAL LOAD PER FRAME = 6,240 lb
SEISMIC SHEAR BASED ON SECTION 1630.2.1 OF THE 1997 UBC
WHERE
V= ((2.5xCaxl) /R)xWtotal
Wtotal = (WII + Wdl) x n
n = # of shelves
Seismic Zone = 4 I = 1
Ca = 0.528
R(Iong) = 5.6
R(trans) = 4.4
Soil Coef. = Sd
Na = 1.2
Nv = 1.6
1
LONGITUDIAL DIRECTION
Vlong = (2.5 x 0.528 x 1)1(5.6) x W) / 1.4
= 1051 lb w/ working stress reduction
Fi = VWhi / MWh
TRANSVERSE DIRECTION
Vtrans = (2.5 x 0.528 x 1)/(4.4) x W / 1.4 4 "
= 1337 lb w/ working stress reduction
Fi = VWhi / MWh
4"
64"
64"
2
3,500 lb.
1
Iu= 106"
43"
3,500 lb. 5 . 5 4 7
44" 4
696#
348#
. 2 27 7 3#
PROJECT F-a4NTIER PACKAGING
FOR k rl BROWN
SHEET NO, 7 OF 15
DATE 05 -05 -2000
CALCULATED BY BOB S.
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INC.
MATERIAL HANDLING ENGINEERING
TEL: (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
PROJECT FROMIER PACKAGING
FOR R H BKOWN
SHEET NO. 8 OF 15
CALCULATED BY BOB S. DATE 05-05 -2000
LONGITUDINAL ANALYSIS :TYPE 1
THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE
COLUMNS ASSUMED AT MID - HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE
THE BASE PLATE PROVIDES ONLY PARTIAL FIXITY, THE CONTRA FLEXURE IS ASSUMED TO OCCUR
CLOSER TO THE BASE.(OR AT THE BASE FOR PINNED CONDITION, WHERE THE BASE PLATE CANNOT
CARRY MOMENT).
Vlong = 2 * Vcol =
Vcol =
F 1 = 137 1b.
F 2 = 274 lb.
822 lb.
411 lb.
BASE PROVIDE PARTIAL FIXITY. SEE BASE PLATE SHT.
Mbase = 9307 in.lb.
Mupper + Mlower = Mconn'R' + Mconn'L'
Mconn'R' = Mconn'L'
Mconn * 2 = Mupper + Mlower
Mconn = [Mupper + Mlower] /2
RESULTING FORCES ON COLUMN
SECTION AXIAL LOAD MOMENT Mconn
1 3580 16160 14462
2 1790 8763
Fl
64 in.
64 in. 1= �_ R9 in. I Col. to slab.
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INC.
MATERIAL HANDLING ENGINEERING
TEL: (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
FRONTIER PACKAGING
FOR R BROWN
PROJECT
SHEET NO. 9
CALCULATED BY
COLUMN ANALYSIS :TYPE 1
COLUMN IS ANALYZED PER AISI COLD - FORMED STEEL DESIGN MANUAL.
Pmax = 3,580 lb. Mmax = 16,161 in.Ib.
Kxlx /rx = 1.2 * 62 / 1.314 = 56.6 <- GOVERNS
Kyly/ry = .8* 43 / 1.095 = 31.4
Cc = (2n^2E/Fy) ^.5
= 102.0
SINCE KI /r <= Cc,
Fa = .522Fy - [(kI /r *Fy)/1494] ^2
= 24,365 psi.
fa = Pmax /Area
= 5,375 psi.
fb = Mmax /Sx
= 21,098 psi.
fa /Fa = 0.22 >.15
F'e = 12n ^2E /23(Kxlx /rx) ^2
F'e = 46,580 psi.
Fb = .6 *Fy = 33,000 psi.
Cm *fb /Fb[1- fa /F'e] = 0.72
COMBINED STRESS = 0.94
SECTION PROPERTIES
A =3" B =3"
C =.75" D =0"
E =0" Wt. =O#
t1 = .0747" t2 = 0"
Area = .666 "A2
Ix = 1.149 "A4 Iy = .798 "A4
Sx = .766 "A3 Sy = .51 "A3
rx = 1.314" ry = 1.095"
64"
62"
N
y
Fro nt View Si View
43"
43"
OF 15
BOB S. DATE 05- 05-2000
" SEIZMIC
INC.
MATERIAL HANDLING ENGINEERING
TEL: (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
PROJECT FRONTIER PACKAGING
FOR R H bitOWN
SHEET NO 10 OF 15
CALCULATED BY BOB S. DATE 05 -05 -2000
BEAM ANALYSIS :TYPE 1
BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABLIZE THE SYSTEM,
ALTHOUGH IT DOES NOT PROVIDE 100% FIXITY. THUS, THE BEAMS WILL BE ANALYSED ASSUMING
THEY HAVE PINNED ENDS. FOR THE COMPUTATION OF BEAM TO COL MOMENT CAPACITY, THE
PARTIAL FIXITY OF THE BEAM,(ASSUMED AT AN ARBITRARY 25% OF THE FIXED END MOMENT OR
2,000 in.Ib. WHICH EVER IS SMALLER) WILL BE ADDED.
I act = 106.0 in.
I max = [1950 + 1200(M1 /M2)]b /Fy
SINCE M1 /M2 = 1.0
!max = 3150 *b /Fy = 158 in.
SINCE Imax > lact Fb = .60Fy = 33,000 psi.
MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON
1) BENDING CAPACITY
M = Sx* Fb = wIA2/8
= 38148in.Ib.
CAPACITY = 2(8 *M /I) = 51181b.
2) MAXIMUM ALLOWABLE DEFLECTION (U180).
= 5wI ^4/384EI
CAPACITY = 2[(384EI)/(5 *180 *1 ^2)] = 55831b.
MAXIMUM STATIC LOAD PER LEVEL IS 5,118 lb.
ALLOWABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL.
4.375"
Sx = 1.156 in.A3
Ix = 2.492 in.A4
Mstatic = wIA2 /8 = LIVE.LOAD *L/(2 *8) Mallow(static) = Sx * Fb
Mimpact = 1.125 *Mstatic Mallow(seismic) = 1.33 * Sx * Fb
Mseismic = Mconn (SEE LONG. ANALYSIS)
LEVEL Mstatic Mimpact Mallow Mseismic Mallow RESULT
1.125 Mstatic (static) (seismic)
1 23187 26085 38148 14462 50863 GOOD
2 23187 26085 38148 6381 50863 GOOD
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INC.
MATERIAL HANDLING ENGINEERING
TEL: (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
I BEAM TO COLUMN CONNECTION
Mconn= ( Mlower + Mupper )/2 + Mend
CAPACITY OF CONNECTOR
a) SHEAR CAPACITY OF 7/16" DIA. STUD
Area = .4375^2rd4 = .150 "^2
Fy = 50,000 psi
Pmax = 3,000#
b) BEARING ON COLUMN
Abrg. = t * D t = .0747 min.
= .5 * t Fu = 65,000 psi min.
Pmax brg. = Area * Fbearing
=.5t 2.22' Fu
= 5,390# > 3,000#
c) MOMENT CAPACITY OF BRACKET
S bracket = .110 " ^3
Mcap = S ' Fbending
= .110 *.66'Fy
C = Mcap/.75 = 1.67 P1
P1 = .798 Mcap
= .0872 Fy = 4,360# > 3,000#
SINCE PLUG GOVERNS P1= 3,000#
Mconn. cap.= P1 ' 4.5 + P2 * 2.5 + P3 ' .5
5.94' 3,000 #'1.33
= 23,778 "#
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PROJECT FRONTIER PACKAGING
FOR BROWN
SHEET NO. OF 1 5
CALCULATED BY BOB S. DATE 05- 05-2000
Mupper
Mconn. Mconn.
Mlower
Sbracket = .110" 1 '3
DEAM TO COLUMN
CONNECTION
C
1/2"
C =P1 +P2 +P3
= P1 + (2.5/4.5)P1 + (.514.5)P1
= 1.67 P1
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INC.
MATERIAL HANDLING ENGINEERING
TEL: (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
TRANSVERSE ANALYSIS : BRACING :TYPE 1
IT IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR IN TENSION AND
COMPRESSION. IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILL BE DONE
ON THE DIAGONAL MEMBER AS IT WILL GOVERN.
DIAGONAL BRACING : COMPRESSION MEMBER
L diag. = [(L- 6)A2 +(D- 2*Bcol)A2]A.5
= 53.0
Vdiag = Vtrans * Ldiag. / D
= 1260#
kI /rmin = [ 1 * 53.0 ] / .4085
= 129.8
Fa = [12n ^2E] /[23(kI /r) ^2]
= 8858 psi.
fa /Fa =Vdiag /(Area *Fa)
= 0.48
D = 44"
DIAGONAL AND
HORIZONTAL BRACING
W Area= .295 "A2
rmin= .4085 "
g t= .0747"
W= 1.5 "
H= 1.25 "
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PROJECT FROP TIER PACKAGING
FOR R H 'br<OWN
SHEET NO. 12 OF 15
CALCULATED BY BOB S. DATE 05-05-2000
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INC.
MATERIAL HANDLING ENGINEERING
TEL: (909)869 -0989 • FAX: (909)869 -0981
161 ATLANT1C STREET • POMONA • CA 91768
PROJECT FR-QNTIER PACKAGING
FOR R .,'BROWN
SHEET NO. 13 OF 15
CALCULATED BY BOB S. DATE 05 -05 -2000
OVERTURNING :TYPE 1
ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 2226.7.1 OF THE 1997 Uniform Building
Code.
FULLY LOADED
TOP SHELF LOADED
TOTAL SHEAR = 1045 lb.
Mot = Vtrans * ht * 1.15
= 1045 * 106 * 1.15
= 128246 in.lb.
Mst = Wp +.85wDL) * d/2
= ( 7000 +.85 * 160) * 44/2
= 156992 in.lb.
Puplift = 1 (Mot - Mst) /d
Puplift <= 0 NO UPLIFT
SHEAR = 522 lb.
Mot = Vtop * h * 1.15
= 522 * 128 * 1.15
= 76947 in.lb.
Mst = (Wp +wDL) * d/2
= ( 3500 +.85 * 160) * 44/2
= 79992 in.lb.
Puplift = 1(Mot - Mst) /d
Puplift <= 0 NO UPLIFT
USE 2 ea. 1/2 x 3-1/2 MIN. EMBED. ANCHOR.
CAPACITY OF 1/2 x 3-1/2 = 875 lb. PULLOUT & 1840 lb. SHEAR
COMBINED STRESS1 = 0 / 1750 + 522 / 3680 = 0.14
COMBINED STRESS2 = 0 / 1750 + 261 / 3680 = 0.07
43"
144" -
6 �i
348#
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INC.
MATERIAL HANDLING ENGINEERING
TEL: (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
BASE PLATE :TYPE 1
BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL
LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb (IF ANY).
THERE ARE 3 CRITERIA IN DETERMINING Mb. THEY ARE 1) MOMENT CAPACITY OF THE BASE PLATE,
2) MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3) Vh /2 (FULL FIXITY). Mb IS THE SMALLEST
VALUE OBTAINED FROM THE 3 CRITERIA ABOVE.
Pcol = 3580 lb. B = 8 in.
Mb = 9307 in.lb.
P/A = Pcol /(D *B) = 89.5 psi.
M/S = Mb /((D *BA2)/6) = 174.5 psi.
fb2 = 2b /B *fb = 109.0 psi.
f b 1 = fb -fb2 = 65.44 psi.
Mbase = wb1 A2/2 = b1 A2/2[ fa + fb1 + .67fb2]
Mbase = 711.4 in.lb.
Sbase = 1 *t ^2/6 = 0.0234 in.A3
Fbase = .75Fy * 1.33 = 36000 psi.
fb /Fb = Mbase /(Sbase *Fbase) = .84
ANCHOR TENSION
EMo =0
T *d2= [Mbase- Pcol *b /2]
T = Mbase /d2 - Pcol *b /2d2
T= 875lb.
D = 5 in.
b= 3 in.
PROJECT FRONTIER PACKAGING
FOR R H B1,JWN
SHEET NO. 14 OF 15
CALCULATED BY BOB S. DATE 05- 05-2000
t = .375 in.
b1 = 2.5 in.
fa
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INC.
MATERIAL HANDLING ENGINEERING
TEL: (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
SLAB AND SOIL :TYPE 1
THE SLAB WILL BE CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE
ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND WILL ACT AS A FOOTING.
fa) PUNCTURE
Pmax = 1.4 DEAD LOAD + 1.7 LIVE LOAD
Pmax = 1.4 * Pcol + 1.7 * (Mot/d)
= 9,967 lb.
Fpunct = 2 *sqrt(f'c) = 89.4 psi.
Apunct = [(w +t/2) +(d +t/2)] *2 *t = 180.0 in.A2
fv /Fv = Pmax /(Apunct *Fpunct) = 0.62
(b) SLAB TENSION
Asoil = Pmax /(1.33 * fsoil) = 7.48 ft.A2
= 1,076 in.A2
L = sqrt(Asoil) = 32.8 in.
B = sgrt(w *d) + t = 11.3 in.
b = (L -B)/2 = 10.7 in.
Mconc = wbA2 /2 = (:1.33 *fsoil *b ^2)/(144 *2)
= 534.2 in.lb.
Sconc = 1*tA2/6 = 4.17 in.A3
Fconc = 50 * sgrt(f'c) = 201.25 psi.
fb /Fb = Mconc /(Scone *Fconc) = 0.64
B
L
BASE PLATE
w =8in.
d = 5 in.
CONCRETE
t = 5 in.
f'c = 2000 psi.
SOIL
fs = 1000 psf.
PROJECT FRONTIER PACKAGING
FOR R BROWN
SHEET NO 1 5 OF 15
CALCULATED BY BOB S. DATE 05 -05 -2000
Molm
1. PRODUCT AND CONPANY rn8(ITIFxcArZON
PROUtMCT NAME s LAW W Eiret.
SUPPLIER; MOSEL CHEMICAL
SAFETY, HEALTH
15600 TFX BLVD.
HOUSTON, TX
E4 - Hour Emergency (pall collect): 609 -737 -4411
Product and MSDS :affirmation: 713 - 590.7871
CNEMTRECr 900 ■424 -930U
2. COMPOSXTION /INFORMATXO1a oh INGREDIENTS
3. HAZARDS IDENTIFICATION
err - 44
Lt r1LvZS N�•5.1��5 ,
MATERIAL SAFETY DATA MILLET'S
970410-02 2 PACE 1 OF 0
APPROVAL .DATE: 03/13/1#
DRNSx7'Y'POLI[UTNYL1c1/Zr'' PROPtILIay' "Mesh Av AND LOSS PREVENTION DSPT.
SUITE 600
77032
202 - 463 -7616
--YU.-- Yn- ----
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zNOREDIENT9 CONSIDERED HAZARDOUS TO HEALTH:
This product Le not formulated to contain ingredients which have
exposure limit. established by regulatory agencies. It is not
hazardous to health as defined by the European union Dangerous
Substances /Preparations Directives. See Soction IS for a regulatory
analysis of the ingredients.
See Section 6 for exposure Limits (if applicable).
us OSHA HAZARD Co19MVNtcATioN BTANDA80: This product May be used it
certain applications where dustin can occur. According to OSHA 29
CFR 1910.1200, dusts may be considered hazardous if the total
workplace airborne concentration exceeds 15 mg /a:3 or the respirable
duet concentration exceeds 5 mg /m3.
5FP CT= OF OVEREXPOSURE: Inhalation of fined, if any, Can aaulle
irritation of nose and threat. Pelleto and fines, if any, may oAUae
abrasive injury and irritation to oyes. Contact with hat material
may cause akin burns.
E1DIRci5NCY RZSPONSE DATA; White Pellets. Air conveying (movement) of thin
product may cause excessive dusting which could form explosive
dust - air mixtures. Exposure to fire can generate toxic fumes_ DOT
MR0 No t- NA
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LINEAR Low 0 heitY PQLXtTHYLENE (14 PAO UCTS 470418 ..02 par 2 OF s
w AV. M —+..
4. ma? AID MEAAU1% $
ere CONTACT: Flush thoroughly with water. If irritation accut9. call el
phy sieian.
Sst1f GOHTAOT: If burned by contact with hot material, coca molten
material adhering to kin as quickly an Feasible with water. and see
a physician for ueeeeval of adhering material and treatment as burn.
nlMLATI0$: Remove from further exposure. It respirxto irritation,
dtssiness, nausea, or unconsciousness occurs, seek Late medical
asaibtance and calla physician. If breathing has stopped, use
month to mouth reauseitat,.el.
INGESTION: Pot expected to be a problem when ingested. LIB uncomfortable
seek medical assistance.
S. EIRE*IGIITT$G MEASURES
ACCIDENTAL RELEASE MANURES
Eea ' d g I ob6£i6
•■■
EY?XNOUZ$HID1C MEDIA: 002, dry chemical and water fog.
aPBGZRL FZRE FXCNTXNO PROCEDURESs Use water to keen fire exposed
containers cool. Pater spray may be used to Mush spills away from
exposure. Prevent runoff from fire control, or dilution from
entering streams, aewere, or drinking water soppl'.
SPECIAL FICTEcTiVE EQu2PHtNf: for fires in encldood areas, lire fighters
crust use self - contained breathing apparatus.
=USUAL PZRE Aso RXPLa tON I4ASAAD9: Air conveying (movement) Of this
product may cause excese3.ve dusting which could sera explasivea
dust -air mixturea. Exposure to fire can generate toxic fumes.
r plash Point cm: a M 00) (A51?M D -93). Plemeabra limits - Let:
NA, DEL: NA.
ti?PA WARD ID: Health: 1, Flammability' 1, Neaetivityy: 0
HAZARDOUS DECOMPOSITION PRODUCTS: Carbot monoxide. Aldehydes. Acetic
acid.
w M - --.. ∎r r.. — r - -.. . — r.a.am—
NOTIFICATION PROCEDURES: Report epiils ag required to appropriate
authorities. U. O. Coast guard regulations require immediate
reporting of epi.11n that could reach anr waterway including
intermittent dry creeks. Report spill to coast duard tell free
auaber (8003 424 -8802. In case of accident or road spill notify
cRNMTREC (800) 424-9300.
prOCHDUItte t?•MATLR!AL XS RELEASED OR SPILLED: Shovel up with
eprerk- resistant shrivel and ,remove to appropriate wants disposal
facility in accordance with currant applicable laws and regulations.
ENVSR01!M NTAL PAECAUTZONS: Prevent spills from entering storm sewers or
drains and contact with 'toil.
PERSONAL PRECAUTIONS: See Section 8
t..
Tml-1.svLd Ar'ee4QW dZK °St L6 3E - 00C]
..IN% P LON OEMSITY v0LYETHYL$NE (K PRODUCTS) 97041e - 02 PAGE 3 op
7. HANDLING AND =MO
HANDLINGI A stette electrical eharsa can potentially build up when
this material. static discharge could pope a duet
e xplosion haserts. All ! nm 4 hnnded o
prevent passible du$t cap &Qaiane_ Thermodegradatton.pwod:tots or
pol'ethyiene may leoluds acetaldehyde, formaldehyde, formic acid.
S eetic acid end aerbon monoxide. Thereop*ooeasing'of polyethylene
must be performed in an area where there in adequate ventilation.
STORMS: $tore in a cool area.
rwr�v.r
S. CsPOSURS c ONT*OLS /P RSOKAL PAOTECTIOK
VE1FILATUONr Ventilation desirable and equipment s be explosion
proof. Use with adequate ventilation in thermoprocaesinq
oppeerations.
USPtRATOa7t PROTECTION: Approved dust respirators must be used for duvty
conditions or if dust levels exceed established standards. Use
approved respiratory protective equipment in thermopeoceeeing
operations it ventilation is inadequate. No special requirements
under ordinary conditions of use and with adequate ventilation.
EIS PROTECTION, Where dusting potential exithe, goggles should be worn.
When handling molten material, goggles and /or face shield should be
worn. Use appropriate eye protection in thermoproceseinq operations
if ventilation is inadequate.
SA/N PROTLCTXON: Gloves as required to handle hot materials.
2*PostZM LIMITS: Thin product does not contain sny compodents which have
recognised exposure 1iMlte However, a threshold limit value of
' S.00 mq /m3 is suggested for respirable nuisance dust..
9. PRYSICAL AND CHEMICAL PROPERTIES
r w -r r r-r - -r w w ......
?ypiaal pphysicat roperties are given below. Consult Product Data Sheet
for spsci.fia details.
APPEARANCE: Pellets
COLOR: White
ODOR: Slight
OVON TMRESIOLDI MA
pM: NA
SOIWO POINT. C(T) : NA
MRLTINO POINT C(F); 115(239)
run POINT O(P): > 260(500) (ASTK D -93)
TLAMMASZLITY : N1r
AUTO PL MMASILIT? t NA*
IEPLC'S1V2 PROPERT =Esc NA
OXIDISING PltOPIATI2s: NA
VAPOR PROSdURE -auhlg 20 C: NA
WON DENSITY' NA
EVAPORATION RATE: KA
(Section continued newt page)
•
st0fs6E6 maaw4vW £6- 22-0est1
RECEIVED
CITY OF TUKWILA
_ L2�t10
PERMIT aNTER
=SCAN LOW DsNali' pe,7LYL'THY).6N! (M ?R000cTg) 97o41d -ua PM2E 4 Or a
NMLASnVE DittsaiTY, 11/4 Cs 0.915.0.935
aoLOBILIT! IR NATEiis negligible
P RTZ?IOR antrilloiNnws Re
V;SCOSITY AT 40 0, efts NA
VISOOU?Y AT 100 0, eSt: MA
POUR PO/N2 C(F): NA
1U*ZINO POINT c(?): NE
• MILav!.t ORGANIC COMPOUND* NV
WA0Ror A*PLICAELO N1l++NOT ESTAuLIann omomemMPO3Eg
TOR ttRSNER TKCHNICAt. iwro ATXON, coNTacT YOUR MARRNTXMa nEPNSS!NTATIVE
l0. STA:MLITY ANO REACTIVITY
21. TOXICOLOGICAL DATA
12. !COLOOICAA INFORMATION
ENVZR0NNENTAL PATE AND EFFECTS: Not established.
5O - d
aTASILI?Y (THERMAL, X,ICHT, ETC.): Stable
CONDITIONS TO AVOW: Matteis* heat.
INCOMPATYEILXTY (MATERIALS 20 AVDXP)3 Strong oxidizers.
XAZANDOUS DECOSIPO*ZTEON PRo0UOTes Carbon monoxide. Aldehydes. Acetic
acid.
fA6ARDOUI POLYttRISATIONs Will not occur.
•
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w rrwr�Nw +w+►..�----- ti..r --
• L -e
-- ACUTE TOxICoLOGY
ORAL TO7 (CITY (RATS). Practically Kan -toxic (T,,b5Di greater than 2000
eq /uy). -- -Rased on tasting of similar preduets and /or the
component'.
DERMAL TOXICITY (RAEHITS): Practically non- toxic (LORO: 'greater than
2000 mg /h9)- -- -Eased on testing of oimilar products end /or the 71rIVE7)47tA0
components.
INHALATION ToXSCXTT (RATS): Practically non - -toxin (LClOs greater than S
mg/1). - - Based on tasting of similar produotn and /or the
EY* i nn iTATZON s (RABOrfa): Practically non - irritating. (Itemize score: 0 PERMIT �ENTEF
oat greater but 6 or lose'.
SKIN IRRITATION (RASSITS): Practically non - irritating, (Primary irritation Indent O . or lees).
--- y-. -.-YN
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13. A!5POUAL CONSIDERATIONS
— .- •••• ∎• •• tea.
NAM 0 /SPOSAL, The product is suitable for procoasin9 by an approved
racyclinq facility or can be disposed of at any government approved
waste diapoaal facility. Use of these methods ie subject to user
compliance with appLicabla Iowa and reguiations and aonaideratLon of
product characteristics at time of dL.poea1.
RCM IHSORMATTON: The uxtuoed product, in our opinion, is not
specifically 1Lstad.by the EPA as a haeardous waste (40 CTR.
Part 2610), nor is it formulated to contain materials which
are listed hazardous' wastes. It does net exhibit the ha
ous
ehar:teterLrtias of ignitabil.ity, corroeivity, or reactivity and
is net formulated With contaminants as determined by the Toxicity
characteristic Leeching Proeaduce (TCLP). However, used preduat
may be regulated.
14. TRANSPORT ZN/ORMATZCR
USA DOT: NOT REGULATED SY USA DoT.
1lfp: ROT =Warn aY 1*0.
IATA! NOT REGULATED sY !ATA.
16. REGULATORY INFORMATION
Governmental. Inventory statue: All components. campty with TlICA.
U Th is u product cantains EX SUBSTANCES "ble ixz: RECEIVED
CITY OF TUKWIIJ�,
8AM (311/313) REPORTABLE RAZARD CATEGORIES' Nona.
?hie product contain* no chemi.cala reportable under f�, - a0�M
SAM (313) toxic re Leas! program.
The followingg product ingredients are cited on the lute be.iaw:
CHINICAL NAls>E CAS NUMU 1I LIST CXTAT /ONE
— r-..r
REGULATORY LISTS SEARCHED
1 0 ACGXH ALL 6 IARC 1 17. - TSCA 4 17 ,. CA PISS 22 a M3 293
2 '+ ACt32H Al 1 - !ARC 2A 12 = TSCA 5a2 19 + cA RUC 23 NN ATlt
3 ACM A2 O - IARC 2m 13 = TBCA Se 19 + FL ATE 24 = NJ A?X
90
••• NO REPORTABLE SNOREDX1NTS **A
(Section tontinu*d next page)
TOireeS
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S • STP SOS 10 A owl* 2 13 ■ TSCA 1215 21 ■ LA RTA 26 0 AT RTX
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'lama LOW OXESITY POLYETHYLENE (H PRODUCTS) 5170415 -o: PACK 7 or s
1S. OTHER IN'r IIATIO(t
- -1M
OSHA Precautionary Label Teat:
CAUTION!
STATIC CEAMOES CAN ACcUHULATE CURIES 811IPPTNe,
UNLOADING AND 1A$DLTNO. To AVOID FIRE OR EXPLOSION,
RLIHXMTX ALL SOURCES or IGNITION AND USE BXPLOStOIt-
PROOF ELECTRICAL EQUIPMENT. AROUND AND BOND
CONTATNI1 AMU AMCEfVING EQUIPMENT Basalt* TRANEFUAZNG
MATERIAL.
WRiN PSI CONDITIONS APE LIKELY TO RESULT IN EXCESSIVE
D OITZED (5 MO /M3 OR GREATER), USD ADEQUATE VENTILATION
TO MOP AIRBORNE DUST LEVELS BELOW EXPOSURE LIMITS.
S EE MEDB-
FOR INDUSTRIAL USE ONLY.
NOT INTENDED OR SUITABLE FUR USE IN OR AROUND
A HOUSEHOLD OR DVELLINO.
ATTENTION'
EMPTY COSTAxwERS MAY CONTAIN PRODUCT RESIPDS INCLUDING
PLussuLS OR EXPLOSIVE DUST -AIR MIXTURES. DO NOT GUT,
PUNCTURE OR WELD ON OR NEAR CDNTAYNRR. ALL LABEL WARNINGS
Al1D PREc.AU'PxO11A MUST BE OBSERVED UNTIL THE CONTAINER 11AS
BIEN TMOROQt<HLY CLEANED OR DESTROYED.
RtnnR TO PRODUCT MATERIAL SAFETY DATA BULLETIN FOR FURTHER
OAEETY AND HEALTH INFORMATION.
ZNCRXDICNT
1- UUr!NE, POLYMER WITH ETHENE
* * * * *11* ** * * **a * * ** ** * * * * * * * * * * **
--- +.- --r- -w
MPL -333 (6/93)
CHEMICAL NAMts AND sYNONYMs: 1- BUTENE, POLYMER WITH ETHANE
USE: RESIN
NOTE: MOBIL PRODUCTS ARE NOT FORMULATED TO CONTAINED PCOs.
PERoss
100.00
For Mobil Use Only: KWC: 0* 0* 0* 0. O *, MPPSC: AP, REQt
PETRCCNNM2CALS
CAS LIUMBSR
29087 -34 -7
INFORMATION GIVEN HEREIN Is OFFERED IN 0000 FAITH AS ACCURATE, EUT
WITHOUT GUARANTEE. cONDITXOMS OF USE AND SUITABILITY OF THE PRODUCT Folt
(section continued next page)
• ry :
WY OP
RECEIVED
ION - 9 n"
PERMIT CEt' TEf'
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PART/COLAR 'lu ARA ORMOND OUR CoRTAOL; ALL AMR OF U8E OF 'MI PRODUCT
AIR Y'REROuRR ARRUMMD AY THE usAR AND WB EXP • • • S1LY DID -1 IA ALL
I . •i VE'1%Y KIND AND N Twit, are i ' 4 ` - ...E14. , p - --
2 - 0 - 7 AR- - 4/5a* - 'F '. 4 _ Iv pig
oY Ml - �Dicf. X= UT ; 'D
(egg y ti Zr R!%IOI VALID PAT>Si4TS OA Al EXTZADING
O P b�UR It OVW 1O TO HANDLERS nr usERl. sAFa iIANOLYNC
Prepated by: Mobil Oil Corporation
tnviranmental Health and Safety Department, Princeton. N•7
60
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a.
RECEIVED
CITY OF UKWILA
PERMI CEN
rat.'.StLd MIMULIOW dOZ:at to - - amp
`9E L `9'C
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NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN
THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.
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Print this page using the print function In your browser.
Crepe De Paris
Location: Ranier Square Bldg.
2 Level Atrium
Parking: Enter From Union St.
Phone: 206 -623 -41 I 1
Page 1 of 1
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This letter is to inform you that your permit application received at the City of Tukwila Permit Center on
May 9, 2000 is determined to be incomplete. Before your permit application can begin the plan review 0
process the following items need to be addressed. 0 N
0 F—
Building Division: Ken Nelsen, Plans Examiner, at (206) 431 -3677, if you have any questions = v '
regarding the following: u
1. Floor must show all egress doors and office or other rooms, main entry etc. ►ii z
U N
The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision ~O H
block. If your revision does not require revised plans but requires additional reports or other Z
documentation, please submit two (2) copies of each document.
May 11, 2000
Barry Adams
1900 Fourth Avenue S
Seattle, WA 98134
RE: Letter of Incomplete Application #1
Development Permit Application Number D2000 -129
Frontier Packaging Inc
1201 Andover Pk E
Dear Mr. Adams:
City of Tukwila
Department of Community Development Steve Lancaster, Director
In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I
have enclosed one for your convenience. Revisions must be made in person and will not be accepted
through the mail or by a messenger service.
If you have any questions, please contact me at the Permit Center at (206)431 -3672.
Sincerely,
Brenda Holt
Permit Coordinator
encl
File: Permit File No. D2000 -129
Steven M. Mullet, Mayor
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206-431-3665
Complete
vwaoun.00c
VW)
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D2000 -129 DATE: 5 -16 -2000
PROJECT NAME: FRONTIER PACKAGING, INC.
SITE ADDRESS: 1201 ANDOVER PARK EAST
Original Plan Submittal XX Response to Incomplete Letter # 1
Response to Correction Letter # Revision # After Permit Is Issued
DEPARTMENTS:
B ilPng Division 15Kj Fire Prevention
Public Works n Structural n Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Incomplete
APPROVALS OR CORRECTIONS: (ten days)
I
CORRECTION DETERMINATION:
Approved ri Approved with Conditions I I
REVIEWER'S INITIALS:
Planning Division
Not Applicable
TUES /THURS ROU ING:
Please Route Structural Review Required n No further Review Required
REVIEWER'S INITIALS:
�h
DUE DATE: 5-18-2000
Comments:
DATE:
DUE DATE 6- 15-2000
Approved n Approved with Conditions Not Approved (attach comments)
REVIEWER'S INITIALS: DATE:
DUE DATE
Not Approved (attach comments)
I I
DATE:
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D2000 -129
PROJECT NAME: FRONTIER PACKAGING
SITE ADDRESS: 1201 ANDOVER PK E
XX Original Plan Submittal
Response to Correction. Letter #
DATE: 5 -9 -2000
Response to Incomplete Letter #
Revision # After Permit Is Issued
DEPARTMENTS:
Build Division
de tui 61c450
Public Works
ill
ire Pre vention
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete n Incomplete
Comments:
Imp t ck- 41 1/14(1 t -11-Ob
TUES /THURS ROUTING:
Please Route
Structural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
Approved n Approved with Conditions Not Approved (attach comments)
REVIEWER'S INITIALS: DATE:
CORRECTION DETERMINATION:
Approved
Approved with Conditions
REVIEWER'S INITIALS:
Planning Division
Permit Coordinator
DUE DATE: 5-1 1 -2000
Not Applicable n
n No further Review Required
DATE:
DUE DATE 6-8-2000
DUE DATE
Not Approved (attach comments)
DATE:
Response to Incomplete Letter # 1
0 Response to Correction Letter #
0 Revision # after Permit is Issued
51
City of Tukwila
Department of Community Development - Permit Center
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
(206)431 -3670
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted
through the mail, fax, etc.
Date: "ili //4 G''O Plan Check/Permit Number: D2000 -129
RECEIVED
'CITY OF TUKWILA
r,,';', (1 , 2000
Project Name: FRONTIER PACKAGING INC
Project Address: 1201 Andover Pk E
Contact Person: Barry Adams Phone Number: �?C7� - 6,24/'3/4%/€ i
Summary of Revision:
/ 41/ /
PERMIT CENTER
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by:
Entered in Sierra on 5 - 6'.00
05/11/00
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DESCRIPTION: RACK DETAIL
Li ._., u i
CUSTOMER: FRONTIER PACKAGING
THIS DRAWING, WITH ITS PRINCIPLES OF DESIGN, CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION THAT IS THE PROPERTY OF THE R.H. BROWN CO IT IS NOT TO BE USED,
COPIED, OR DISCLOSED WITHOUT WRITTEN PERMISSION. PROTECTED UNDER U.S. AND FOREIGN LAW. ALL RIGHTS RESERVED. COPYRIGHT Q R.H. BROWN CO. 1993
APPROVED BY:
DRAWN RY: T. HOFMAN
SCALE: 1/2"— '-0"
REV
PROJECT NO:
orrt m or g voo
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DESCRIPTION
LXPPR 12 2002
119
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NI 171 MP A it, r® NW s►
CONVEYOR SYSTEMS'
1900 4TH AVE S SEATTLE WASHINGTON
(206) 624 -3100 FAX (206) 682 -7469
CAD FILE: 0503FRONTIER2 DATE: 5/3 00
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417/16
Attach with
4ea. 3/8" Dia. Bolts
A TYPICAL BRACING TO COLUMN CONNECTION
r
7
ROW SPACER
;
GENERAL CONFIGURATION
V -B
TYPICAL BEAM TO COLUMN CONNECTION
% 2 3/4"
- 1 3/4"
1 5/8"
/
2 3/4"
- 1 3/4"
1 5/8"
SEE CAD FILE 0503 FRONTIER 2
SHEET 1 OF 1 FOR
STORAGE MACK ELEVATIONS
NOTES;
1. STORAGE RACK DESIGNED PER DIVISION X
OF THE 1997 U.B.C.
2. STORAGE CAPACITY:
3,500# PER LEVEL
3. ASTM A570 FOR SHAPE Fy = 55,000 PSI GRADE 55
4. ALL BOLTS A307 L
(
5. ANCHORS HILTI KW KL I p4 APPROV
EQUAL (I(,B #462* -
6. SPECIAL INSPECTION IS NOT REQUIRED R ANCHORS.
VtLA.). I � s ;. t,r: r, ,::e:s.� P
8. SOIL BEARING PRESSURE 1000 PSF
��a r.Ct tU errQrS and th OmISSIOr1S and app FOR
E COPY
FILE
t unde that e an Check approvals are
royal of .dot •, `
i;t ' D
CI ' t108S nGt t?Ut� the v O f any (� O /
eed cede rstand ; r orthnan e. Rece of con 1N,
; r t , ctor's copy of approved p lan c' ovrledged. '
�
By f tl ,� l .lr \ ,...
---;, -- - . —.e,�
Dote '
9
11 a ail
L Perm t No. T
ac
O CA
mZ
1
1 "'
i
5/8'
I
I
''_' l
W8°
3/4"
6°
—
i
2 "
=
2 "
14 GA
4 -3/8'
14 GA
4
6
2
yI
—
-
2"
I
I
ru
,
7 GA
1
7 GA
3 3/8"
3 3/8" -
TYPE 'A' BEAM WELD
NOTE: ALL WELD = 1/8" THK. MIN.
TYPE 'A' BEAM WELD
NOTE: ALL WELD = 1/8" THK. MIN.
r \
5
CONNECTOR
�
CONNECTOR
5A
BEAM
5B /
BEAM (TUNNEL BAY)
3"
2
I
l�.
/
■■ •
t 14 GA
0
0
, 1 1/4"
/
la
rdl9 /16"
5"
, l
1/�2"
3-1/2"
MIN. EMBEDMENT
� �
,■ _i�
I
2 REQ'D PER BASE PLATE
_
.. s.
y g
y� (' '
' f
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•,
SEIZMIC
SEIZMIC MATERIAL HANDLING
ENGINEERING
ES 985 POMONA, California 9 91768
Tel. (909) 869 -0989 • Fax (909) 869 -0981
"TYP.
3/8" thk. ! 1
1 1/2"
8"
ALL WELDMENT =1/8" THICK MIN.
.
CALIFORNIA
CONTRACTORS
LICENSE
NO. 665374
:
DRAWN BY Y.Y.
DATE: 5/4/00
LAST REV. BY:
DAT=_:
MIRES 4 -12 -2000
APRV D BY: SAL E. FATEEN
SCALE: NONE
DESCRIPTION
STORAGE RACK DETAILS (ANDERSON " " TYPE)
1
BASE PLATE
ADDRESS FRONTIER PACKAGING
1201 ANDOVER PARK EAST
TUKWILLA, WA.
DRAWING NUMBER
OO_0862A
1
COLUMN
r 3
/
ANCHOR
_.____Z
4
HORIZONTAL & DIAGONAL BRACING