HomeMy WebLinkAboutPermit D02-309 - RAINIER RUBBER - STORAGE RACKSD02 -309
Rainier
Rubber Inc.
15660 Nelson
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Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
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DEVELOPMENT PERMIT
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Parcel No.: 0005800023 Permit Number: D02 -309 ~ z
Address: 15660 NELSON PL TUKW Issue Date: 10/15/2002 CL QQ •
Suite No: Permit Expires On: 04/13/2003 U O
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Tenant: Cl) W
l Name: RAINIER RUBBER INC iti H
Address: 15660 NELSON PL, TUKWILA, WA N o .
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Owner: 2 QQ
Name: MEYERS VERNON L +VIRGINIA C 'hone: LL Q
Address: 15660 NELSON PL S, TUKWILA WA v) a
Contact Person: Z W
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Name: BRIAN FRY Phone: 425 - 227 -4500
Address: 15660 NELSON PL S, TUKWILA, WA Z E
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Contractor: U 0
Name: OWNER AFFIDAVIT - RAINIER RUBBER- BRIAN FRY Phone: 425 227 -4500 O0 D
Address: 15660 NELSON PLACE, TUKWILA, WA
Contractor License No: Expiration Date: • z I •
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j DESCRIPTION OF WORK: O
MOVING THREE RACKS AND PUTTING UP TWO NEW RACKS. U
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Value of Construction: $0.00 Fees Collected: $73.47 ,
Type of. Fire Protection: Uniform Building Code Edition: 1997 •
Type of Construction: Occupancy per UBC: 0025
Public Works Activities: . . .
Curb Cut/Access /Sidewalk/CSS: N
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
I Flood Control Zone: N
j Hauling: N Start Time: End Time:
Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation: N q }. 7
Moving Oversize Load: N Start Time End Time: ,, , , , r t,:4, 6 . _ :
,, , fir, fix
Sanitary Side Sewer: N j t - " t $'
Sewer Main Extension: N Private: N Public: N G
Storm Drainage: N
Street Use: N �µ ,
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Water Main Extension: N Private: N Public: N NiNii .
Water Meter: AV `''
Channelization / Striping: �k, „
** Continued Next Page ** "
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doc: Devperm D02 -309 Printed: 10 -15 -2002 4 _
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Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
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Permit Center Authorized Signature: t !� r�� ���� Date:
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I hereby certify that I have read and examine this permit and know the same to be true and correct. All provisions of law and 6 5
ordinances governing this work will be complied with, whether specified herein or not. v U O
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws w =
regulating construction or the performance of work. I am authorized to sign and obtain this development permit. N LL
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Signature: 2
Print Name: ' R/q117 / R \/ = d ,
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 Z �' V
suspended or abandoned for a period of 180 days from the last inspection. z O •
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Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
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Parcel No.: 0005800023 Permit Number: D02 -309 = z
Address: 15660 NELSON PL TUKW Status: ISSUED Q w2
Suite No: Applied Date: 09/26/2002 V
Tenant: RAINIER RUBBER INC Issue Date: 10/15/2002 U 0
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1: ** *BUILDING DEPARTMENT CONDITIONS * ** cn O
2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. w
3: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These
documents are to be -i
maintained and available until final inspection approval is granted. co
4: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as z w
amended, Uniform Mechanical Code Z H
(1997 Edition), and Washington State Energy Code (1997 Edition).
5: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a w O
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 0
or cancel the provisions of this code shall be valid. 0
6: ** *FIRE DEPARTMENT CONDITIONS * **
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7 : The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: F-
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8: Maintain fire extinguisher coverage throughout.
9: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) iii N
10: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel H
shall also comply with z ~
the Building Code requirements for accessibility. (UFC 1204.1)
11: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under
overhangs greater than four feet .
wide. (NFPA 13 -4- 5.5.3.1)
12: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of
drawings prior to installation
or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written
approval of the W.S.R.B., •
Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior
to submittal to the
Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901)
13: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and
#1901)
14: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) t
15: In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space between loads or.$` K
g g p g g p 1, ;
at rack uprights shall be M►a
maintained. (NFPA 13)
140
16: Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 13) i„.141.41.
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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 sprinklers at the 15 foot elevation of the column, (c) ceiling
sprinkler density
minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13)
18: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of
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doc: Conditions D02 -309 Printed: 10 -15 -2002
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Cit of Tukwila
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Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 1 (206) 431 -3670
intended use.
19: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such
condition or violation. F . z
20: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -
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hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances u_
i governing this work will be complied with, whether specified herein or not. W 0
k e'Y 6 4w '4s CITY OF TUvWILA
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f' = 6300 Southccnter Blvd., Suite 100
tsoa Tukwila, WA 98188 Permit Number: D02
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(206) 431 -3670
Commercial / Multi - Family Tenant I mprovement / Alteration Permit Application
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
Project Name/Tenant: p, I t / /Ei g p uo,6 p Co. Value of Construction: % /Q J
Site Address (include suite numbed_ � City State /Zip: Tax Parcel Number:
5 EL F � Al C Co 0d Tvw wfr .
Property Owner: / q / "i Phone:
S 1 MIE 1 1 2 ' : 2 1 7 . c / 5 - 0 5 O
Street Address: City State /Zip: Fax #: r 7 25 In . co i?
Contractor: Phone:
Street Address: City State /Zip: Fax #:
Architect: Phone:
Street Address: City State /Zip: Fax #:
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Engineer: , escr' Cd r ✓Sv - T ir'/G .iNG Phone 2.06 .6 a . 76 1
Street Address: f(-PC' City State/Zip: Fax it: Z
/q /! p/Uf4i• 4 lJ ' . /1!/ S#O1$$Arn -A) A' / Ci 2v6.6ZY. 82, 65
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Contact Person: Phone: L ,� 7 W
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Street %�c0 Address: Ci y State /Zip: Fax #: ii 2 2,L' U O
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Description of work to be done (please be specific): W i
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Existing use: ❑ Retail in Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital Q
❑ Church ® Manufacturing ❑ Motel /Hotel ❑ Office U) d
CI School /College /University ❑ Other = W
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Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital Z I
❑ Church F:1 Manufacturing ❑Motel /Hotel ❑ Office Z 0
❑ School /College/University ❑ Other g uj
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Building Square Feet: existing No. of Stories: _ Area of construction (sq ft): 0
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Will there be a change of use? ❑ yes ® no If yes, extent of change: (Attach additional sheet if necessary) W W
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Will there be rack storage? ® yes ❑ no ti,
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Existing fire protection features: ® sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Iii Z
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Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ❑ no t`. , • O 1
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Z
I APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING:
(Additional reviews may be determined by the Public Works Department)
❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling
❑ Fire Loop /Hydrant (main to vault) #: Size(s):
❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation
❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public
❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public
❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only
❑ Water Meter /Permanent # Size(s):
❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: r' =W';' ''
❑ Miscellaneous t
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
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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 r ...
Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
Date application accepted: Date application expires: Application iken by: (initials) _
PLEASE SIGN BACK OF APPLICATION FORM ' v
I 1/30/00 i FBI -•■
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APPLICATI€ MUST BE SUBMITTED WITH THESLLOWING:
• ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL
t, L�j EIER.OR CIVIL ENGINEER
➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
• BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A SUBMITTED
® ❑ 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, z
identify by size and species which are to be removed and saved i Z
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use �
only) D
11. Location and gross floor area of existing structure with dimensions and setback U O
12. Lowest finished floor elevation (if in flood control zone) p
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). W W
❑ ^ __I I—
1Z1 Floor plan: show location of tenant space with proposed use of each room labeled i _
in ❑ W�
Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of 0
any hazardous materials; dimensions of proposed tenant space. Q
❑ ® Vicinity Map showing location of site 2 d
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❑ ® Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack z H
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of Z O
rack. Structural calculations are required for rack storage eight feet and over. u3 w
171 ❑ Indicate proposed construction of tenant space or addition and walls being demolished v 0 CO
® ❑ Construction details — 0 0
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❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water H H
supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed !IL- 0
sprinkler system design criteria as identified by the Fire Department. w to
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❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. _ P H
® ri SEPA Checklist - if intensification of use (check with Planning Department for thresholds). z
® ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other 1
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 999 Third Avenue, Suite 700, 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 S tate
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of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will L.O.
be required as part of this submittal
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I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF
PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AUTHORIZED AGENT: i ...,
Signature: t '? b Date: 7 o t
Print name: eiai01 ferg''i Phone: yz . 2t ,y oo Fax it: eas :227.vo 0 0 I
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Address /S 6'6'6 H oly f7(,,Ac : So , City /State /Zip 7 v /'W»V fl w0
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} 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ,
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RECEIPT ` Z
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Parcel No.: 0005800023 Permit Number: D02 -309 U O
Address: 15660 NELSON PL TUKW Status: PENDING to 0 ■
Suite No: Applied Date: 09/26/2002 W Z
Applicant: RAINIER RUBBER INC Issue Date: u
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Receipt No.: R020001422 Payment Amount: 73.47 g Q
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Initials: KAS Payment Date: 09/26/2002 04:43 PM = CI
User ID: 1684 Balance: $0.00 F— w
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Payee: RAINIER RUBBER CO uj
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TRANSACTION LIST: 0 H
Type Method Description = V •
Amount I- T
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Payment Check 3974 73.47 . ulZ ■
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ACCOUNT ITEM LIST:
Description Account Code ,
Current Pints
BUILDING - NONRES 000/322.100 41.80
PLAN CHECK - NONRES 000/345.830 27.17
f STATE BUILDING SURCHARGE 000/386.904 4.50 1
Total: 73.47
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doc: Receipt Printed: 09- 26- 2002_•
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of Steven M. Mullet, Mayor
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N\ q,�r� / 2 = Fire Department Thomas P. Keefe, Fire Chief
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TUKWILA FIRE DEPARTMENT 6 U
FINAL APPROVAL FORM U O
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Permit No. � �` _ .. :"}c---.1 J _' F'
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Approved without correction notice Z
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Approved with correction notice issued
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Sprinklers: /
Fire Alarm: / .
Hood & Duct: /
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Monitor:
Pre -Fire: /
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FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 i �� # '
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Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439
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Sen -05 -02 10:52A ABS ( rt Th '•"1 sulting /EQE 206 P 8268 P.02
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TO Rainier Rubber Company DATE September 5, 2002 , CO =
15660 Nelson Place South PROJECT Pallet Rack Anchorage 'J 1...
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• Seattle, Washington 98188 PROJECT # 152371.01 W 0
A7TN Steve Smolinske BY Jack Wiggins I Graham Browne
( FAX (425) 227 -4300 Phone: (425) 227 -4500 N j
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' Re: Pallet Rack Anchorage Design Z I.
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The anchorage of the racks shall be (2) '/:" diameter Hilti "Kwik Bolt 11" expansion anchors (or 0 h-;
structural' equivalent) per base plate, with a minimum embedment of 3 'h" into the slab on grade. The
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expansion anchors should be installed per ICBO ER -4627. RECEIVED
CITY OF TUKWILA .
Please call our office if you have any questions.
�,;ZY�'`_n,. SEP 2 6 2002
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ABSG Consulting Inc. • I4 t t Fourth Avenue Bldg.. Suite 500 • Seattle. WA 98101 JSA • Tel: 206 - 624•'687 • Fax 206.624.6268 =iti ,:,
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TO Rainier Rubber Company DATE September 5, 2002 W W
15660 Nelson Place South PROJECT Pallet Rack Anchorage LLI H
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Seattle, Washington 98188 PROJECT # 152371.01 W O
ATTN Steve Smolinske BY Jack Wiggins / Graham Browne 2 t.
FAX (425) 227 -4300 Phone: (425) 227 -4500 N
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Re: Pallet Rack Anchorage Design ? IT_
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Our office has carried out structural design for the anchorage of storage racks to an existing slab -on- U1 j
grade to be located at the Rainier Rubber Company, 15660 Nelson Place South, Seattle, Washington. U p
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Our understanding of the rack geometry and loading is as follows: o H
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• The racks are 10' long by 3' deep = U
• The racks have four shelves, with a maximum loading on each shelf of 500 pounds
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• The shelf heights are 1' -6 ", 2' - 6 ", 3' -6" and 5' -6" above the slab on grade. Z
• The racks have diagonal bracing in the short dimension between uprights, but not lengthways ::itlii(1.7:- O? N • The uprights have base plates that are 5" x 5" x 3/8 ". Z The anchorage of the racks shall be (2) 1 /z" diameter Hilti "Kwik Bolt II" expansion anchors (or
structural equivalent) per base plate, with a minimum embedment of 3 ' /z" into the slab on grade. The
expansion anchors should be installed per ICBO ER -4627. Please call our office if you have any questions.
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1 Pallet Rack Design Job Title : ;I 11111 'Ali'r :I Ii:4 1°: Job Number ,
I Boeing Bldg No.: , ,
Anchorage
• 1 Concrete fc = 1����~'! ;; �°. fly' ,t ;' ° psi Thickness of Slab = r''1' u'' '' ?1 inches Z
1 Anchor Bolts Used = .I'w'IJ;'i'gf [l;i 1 l'11.' Base Plate B = • ' 1' inches Z
Anchor Diameter = •,; . -.,1-: ..4,T1 °-'1 . inch Base Plate D = inches er 2
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Pallet Rack Design Job Title : ft4: +r_1 - +,i *l,::I •.:flI:t Job Number • -; .:(;,: •J
Boeing Bldg No.:
Shelf DL,LL • 1 oi; CR psf LL / Total L= 0.71 •
Length of shelves = :(`a inches
I Height Between shelves = ' cif . inches i,j,;
'., : ;,,;[.:t ; '
Width of shelves '43 inches t ,
I Number of Shelves = ,4 _ z
Height to Bottom Shelf = : . inches Optional Overide - , H Z
I Height above shelf of COG of load = : inches DL= lb/shelf
Is frame interior or end? (i / e ? ) LL= lb/shelf < cG
Height of frame within building = ,..' I' = hx Feet _1 V
1 Height of Building = ' r {)0. - -114 : = h r Fe V p
co
l wz
i Beam Loads For Interior Bay Total load on one frame = 2.8 kips -I t.-
t WO
i Sh DL = 200.0 lb /shelf = 100.0 lb /beam 2
N 1 _
Shelf LL = 500.0 lb /shelf = 250.0 lb /beam
\ g J
LL Q
Moment at Center of Beams: co = C1
5 If we assume that the connections at the end of the beams have 20 % T.
fixity then the moment at the center of the beams is : ? t—
t—O
Z I—
MDL =WDLU8 *(80 %) = 1.200 in -K 2 n
I MLL =WLLU8 *(80 %) = 3.000 in -K U N
1 . l 0
Moment at End of Beams: W W
N U
MDL =WDLU8 *(20 %) = 0.300 in -K LL , H
MLL =WLLU8 *(20 %) = 0.750 in -K t.. Z
U�
Seismic Loads - Lo gitudinal Interior Bay 0 H
50% LL Reduction? (Y or N) ` -.1 • (Must have (4) Columns Min in Longitudinal Direction for Yes) Z
I Z 1- 1.11.:iii... _
I = ii ,ito
!
Ca = : 1-t!f:T-=• -- Zone 3, Soil Type SD
• Cv = . 7,i, ' Zone 3, Soil Type So . .
R =`:. ti)(: ( 4.4 for Braced Frame, 5.6 for Moment Frame) • .
T = Period, Method A: T = Ct *(I10^0.75 = 0.126 (Ct = 0.035 for Steel) . •
V = [ (Cv *I) / (R *T) ] *W = 0.767 *W
where V max = [ (2.5 *Ca *1) / R ] *W = 0.161 *W <= Controls
and V min = [ 0.11 *Ca *I ] *W = 0.040 *W
H
W = (4 *(200 +500)) /1000 = 2.80 kips for Interior Bay ~
both sides of rack combined W+ 1 `C ij
1 . � 7
i Divide V by 1.4 to convert from Ultimate to Working Stress V = 0.161 / 1.4 = 0.115 *W k s, %, *. -' l ;41/
Adjust for height within building, V = 0.115 * (1+ 3 *(hx/hr) *W = 0.115 *W , t "
V= 0.115 *W k?i? ,
= 0.32 Kips Total for Interior Bay `,fg ;
Ranier Rubber Pallet IRacks_l.xls Pallet Racks Page 1 of 6 . T- '".a •
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' 9/4/02 9:57 AM
s
; Lateral Force Distribution - Longitudinal To Each Side of Rack
Level D Height Hi Wi Wi *Hi WiHi /SumWiHi Fi (Kips) '
4 24 66 0.350 23.100 0.423 0.068
3 12 42 0.350 14.700 0.269 0.043
2 12 30 0.350 10.500 0.192 0.031
' 1 18 18 0.350 6.300 0.115 0.019 Z
•
0 0 0 0.000 0.000 0.000 0.000 • i W
Totals 1.400 54.600 1.000 0.161
' 4 0.068 .�. -� "• _ $ • + '. - i F _ , � . . .. 7 I W } O .
3 0.043 'r .' ' t; i , , ��: ' I--
2 0.031 .% 89 J :, i1f +1��,-ti , i . ..1.. -�
1 0.019 �"'" w x . .: .
0 0.000 O, , Od,QO' 1. 7i {e;}�i ;; ; ` , . ':---:2. ' , _��
Md +l end = 1.05 in -k
"ol = W
Z�
F- O
Beam Loads - Vertical w = 350.00 lb /beam W W
Md +l center = 4.20 in -k 0
Vd +I end = 0.18 k UO to
I Mseismic = 1.71 in -k Vseismic = 0.03 k o E-
Md+I+s end = 2.76 in -k
L = 120.00 inches
Vd +I +s end = 0.20 k = W
�-
-
U. 0
Try w N
{ Fy = 50 ksi
Sx = 0.4659 in ^3
Esteel = Y + +ri+l! �' psi - � _
LB030 Beam Z 1-- Ix = 0.7604 in^4
Fb = D 6 * Fy = 30 ksi
M all = Sx '' Fb = 13.98 in -k >= 4.20 O
Moment Capacity = 12.35 •
,
1
Check Seismic (4/3) *Mall = 18.64 in -k >= 2.76 OK
Check Deflection dmax =U180 0.67 inches
dact= 0.36 inches < 0.67 OK
Check End Connection Weld Type = • • 4 • (see page 6 for weld capacities)
in -k >= 2.76 OK
OK
=
Shear Capacity = 21.65 k >= 0.20
f, 'n a'
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Ranier Rubber Pallet_I�iacks l.xis Pallet Racks Page 2 of 6
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• vnt++ )MWHR .t .. k
,: :.; ....:.:. ...... . en n . . . n.nMw+.. a . w...- ....,.._..... ,.uv..•r .. ... ...... .... .... .... ........ .......0 .,... n....... . w...rr.. .
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9/4/02 9:57 AM
I Seismic Loads - Transverse V= ZICW /Rw 50% LL Reduction? (Y or N)
for Interior Bay . r
Frame Width = 40 inches
Z = 0.30 for both sides of rack combined
I= 1.00
Ca = 0.36 Zone 3, Soil Type SD .
CV = 0.54 Zone 3, Soil Type SD Z
R =1111111111111( 4.4 for Braced Frame, 5.6 for Moment Frame) , 1
~ W
re 1
T = Period, Method A: T= Ct *(h„) ^0.75 = 0.126 (Ct = 0.035 for Steel) Q =
J U
V = [ (Cv * I) / (R * T) ] * W = 0.976 *W U CI
where V max = [ ( 2.5 *Ca *I) / R ] *W = 0.205 *W <= Controls co =
and V min = [ 0.1 1 *Ca *I ] *W = 0.040 *W -i I-
Divide V by 1.4 to convert from Ultimate to Working Stress V = 0.205 = . 0.146 *W
WO
t. g
I Adjust for height within building, V = 0.146 * (1+ 3 *(hx /hr) *W = 0.146 *W u.. Q
N
1 W = (4 *(200 +500))11000 = 2.8 kips All shelves loaded for Interior Bay = a
f' w
_
W = ((4 "200+ 500))/1000 = 1.3 kips Top shelf only loaded Z I "
Ir-O
Z I—
for Interior Bay V = 0.146 *W All Shelves Loaded 2 j uj
= 0.409 Kips Total Per upright frame U w
. ;ON .
for Interior Bay t V = 0.146 *W Top Shelf Only Loaded
w
= 0.190 Kips Total Per upright frame U
t - �
u. 0
111 z
V N'
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- ,. i 4.. ......_«::... a:, I.:::.t:cw.........k.r..,..... .. w.._w _...u...., . , __ . ,w,«..,........+.rM..u.,w..,► - ..ws.,..n.,.,.« ,.._.. ..........,.._ .............. r.....,..,..N«,.... ,,....n•..NSexrwHM1T91^xck!:tY
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9/4/02 9:57 AM
Lateral Force Distribution - Transverse One Frame of Rack Only for Interior Bay
Height of
COG above WiHi Net Mot
Level Shelf 1.15*Hi Wi Wi •1.15* Hi SumWiHi Fi (Kips) (in -k)
4 8 85.1 0.700 59.570 0.394 0.161 13.703
3 8 57.5 0.700 40.250 0.266 0.109 19.959 Z
' 2 8 43.7 0.700 30.590 0.202 0.083 23.573 , 1
! 1 8 29.9 0.700 20.930 0.138 0.057 25.264 'W 1A
r 0 0 _ 0 0.000 0.000 0.000 0.000 0.000 QQ D
At Base 2.800 151.340 1.000 0.409 25.264 U 0
0
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, Lateral Force Distribution - Transverse One Frame of Rack, Top Rack Loaded Only N 1
■ 4 for Interior Bay u1 0
Height of . 2
COG above WiHi , Net Mot Q
{ Level Shelf 1.15 "Hi Wi Wi *1.15* Hi SumWiHi Fi (Kips) (in -k) U) d
4 8 85.100 0.700 59.570 0,742 0.141 11.995
I to
3 0 48.300 0.200 9.660 0.120 0.023 13.099 I- _ '
2 0 34.500 0.200 6.900 0.086 0.016 13.663 t• p
a 1 0 20.700 0.200 4.140 0.052 0.010 13.865 Z I-
0 0 0.000 0.000 0.000 0.000 0.000 0.000 2 D
At Base 1.300 80.270 1.000 0.190 13.865 U 0
O
'-- 0 H.'
Net Overturning - Transverse One Frame of Rack = U .
H H
Level All Racks Loaded Top Rack Only Loaded LI Z
MOT Mrestore MOT Net MOT Mrestore MOT Net ti ,
4 13.703 14.000 -0.297 11.995 14.000 -2.005 H Z
3 19.959 28.000 -8.041 13.099 18.000 -4.901 • 0
'
2 23.573 42.000 - 18.427 13.663 22.000 -8.337
1 25.264 56.000 - 30.736 13.865 26.000 - 12.135 •
0 0.000 0.000 0.000 0.000 0.000 0.000
At Base 25.264 56.000 - 30.736 • 13.865 26.000 - 12.135 1
All Racks Loaded Top Rack Only Loaded ■
Max Compression 2.03 1.00 PDL + PLL +Pseismic (Kips)
Overturning F.O.S. 2.22 1.88 OK (> 1.5 )
Anchor Bolt Tens Force -0.77 -0.30 Kips
Use Pmax = 2.03k, Tmax = - 0.3k and Vmax = 0.16k for A.B. design (See RISA forces for column shear)
Summary for Interior Bay , Single Column ,?' ''!' : 1
Column Design P(DL) P(LL) Pseismic PTotal Mseismic ; ,h;
DL + LL + Seismic Longitud. 0.40 1.00 0.00 1.40 2.90
071
DL +LL + Seismic Transverse. 0.40 1.00 0.63 2.03 0.00 <_= Braced
�'v, c"iz ,, x,,
r }
, . .:.::.„0„:: , -Y,
.;,1:,?_%k,e:
Ranier Rubber Pallet Racks_I.xls Pallet Racks Page 4 of 6 ,�.
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. 9/4/02 9:57 AM
1 Column Design - for Interior Bay
,
i
Try Fy= 36 ksi Esteel = El= psi
CAL3 Column Lx= 18 in
/
Ly=.: - ' in
Kx= ,' . Longitudinal • Ky= L .„; - , Transverse Z
i , A= 0.859 inA2 1 • I
re w
I Ix= 1.373 inA4 . t
I rx= 1.249 in
6 n
1 ry= 1.15 in _1 0
Sx= 0.915 inA3 .
Sy= 0.752 inA3 .
O 0
W 0
' CO W
1 al I
. 1....
1 .
(J) LL
Cc =Sqrt(2*Pi 126.10 —
u j 0
(KI/r)x= 21.62
.
, .
, I (KI/r)y= 46.96 <== GOVERNS' g 5
I t.
ii.. <
,
I Fa= 18.61 ksi co
I Lu el
Z I F.'
.
Pa= 15.99 kips
i Check Longitudinal Seismic Fb=0.6*Fy= 21.60 ksi z i—
W w
Ma=Fb*Sx= 19.76 in-k 2 D
n ea
0
Combined 0 P/Pa + M/Ma =
_., .0 —
— 0 1 ....
= 1 / 15.99 + 2.898 / 19.764 = 0.234 < 1.33 OK
I * CU •
I
,
' 0
-
Check Transverse Seismic P/Pa = u. I
—
= 2.032 / 15.99 = 0.127 < 1.33 OK ..z
LU U)
0 •
= I
Check DL + LL P/Pa = -
b 1-
•
= 1.4 / 15.99 = 0.088 < 1.00 OK Z
k
. .
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I T . , ...., \ .::: }„.. , ,,
f siiiw e :
, ra it l.M . , ,
h a w o i,
Ranier Rubber Pallet IRacksl.xls Pallet Racks Page 5 of 6
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• 9/4/02 9:57 AM
Beam & Weld Geometry
.
Beam = LB030 .
Weld Type= C Thickness = . . e: ' • a. inches '
Effective Weld Thickness= 0.125 *0.707 = 0.088 inches
1 length '0' Z
m ,i
0) • 6m
°-' 0 0
N C
W I •
Q W J 1-
C0 LL
` 0 .. • COG of 2 O
• Weld from
rom,
Beam base = 0.836 U-
1 _ a
w
Length "C" Z . ,
�.
• 1- 0
Z F-
Item Length y A Ay (bh ^3)/12 Ad ^2 Sum 2 uj
A 2.25 1.125 0.199 0.224 0.084 0.017 0.101 U �
B 0.75 t 2.625 0.066 0.174 0.003 0.212 0.215 0 0
C 2.75 0 0.243 0.000 0.153 0.170 0.323
D 0 3 0.000 0.000 0.000 0.000 0.000 I U •
E 3 1.5 0.265 0.398 0.199 0.117 0.316 t=
Totals _ 0.773 0.795 0.439 V 0.516 0.955 Z •
I w '
U-
A= 0.773 in ^2 � ,
Y= 0.836 inches Z
I= 0.955 inA4 ,
St= 0.441 inA3 V
l
Sb= 1.142 inA3
r = 1.111 inches •
Allowable Weld Stress = • 70 ksi * 0.3 * (4/3) = 28.00 ksi ■
•
Allowable Shear = 28.00 *Area = 21.65 kips
Allowable Bending = 28.00 * 0.441 = 12.35 inch kips
I , ., r
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Ranier Rubber Pallet_R,acks_I.xls Pallet Racks Page 6 of 6 r!��.
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I K I ______M_14______ M15 I
iu 0 •
1'114 1 f 4 111 1 .`,a - - :- t. U116 .
-A
u_ <
01 . 'a a
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, 1- LU
.
, Z 1--'
.043K I -------M12-----
, 0 7 M13 I
I- 0
\111 - - Z F-
iv . 13
I W uj
g 2 D
D CI
.031K I . .._ - ------M10-- 0.9 M11 I
° CO
___. 0 —
18 0 igr-1--_
1\110 — 0 I—
•
i La UJ .
I 0 • 019K I . - ---- M9 I I r -
U- r
• b (215 /-2.9 ` -
___L------------------------- r — 0
Ili (0
0 .
_ I= I
40
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. Loads: LC 1, SEISMIC
Solution: LC 1, SEISMIC
Member Bending Moments (K In)
EQE PALLET RACKS ANALYSIS - S7 INTERNAL September 4, 2002
John H Riley 9:55 AM ____ ?,4
152125.01 li Ranler_l_pallet.r2d ■
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• C : EQE September 4, 2002
Designer : John H Riley 9:51 AM
Job Number : 152125.01 PALLET RACKS ANALYSIS - S7 INTERNAL Checked By: •
1
Member Section Forces, LC 1 : SEISMIC .
Member Label Section Axial Shear Moment .
_._.�__ _ (K) (K) (K -in)
M1 _ 1 0 ` 0.161 1 0 Z •
- - - - -- 0 0.161 1 -0.725 = Z
3 _ _0 0.161 J -1.449 1 w
------6 4 �; _ 0_ 0.161 I -2.174 CC CC
--------11.1713 _ 0 0.161 -2.898
• 1 I 0 0.142 0:525 U 0
2 0 0.142 • 0:099 W 0
3 0 0.142 • - 0.327 w =
4 0 0:142 -0.753 J H .
_ __ 5 0 0.142 -1.179 u) t
IVI4 _ 1 I 0 0.111 0606 I ..
• { 2 0 0.111 0.273 t. •
3 ;_ 0 0.111 . -0.06 Q
• 4_ ___i___
___ _ 0 0.111 -0.393 1 w
5 0 0.111 -0.726 1 N _
--- M5 • 1 0 '0.068 0.756 w
2 0 :0.068.; 0.348 • Z
3 0 0.068•. - 0.06 Z 0
4 0 0.068 .. -0.468' w w
5 0 '0.068 • • • -0.876 2 n
M8 1 0.019 -0.029 0 U 0
J 0.019 -0.029 0.428 0 N
3 1 0.019 -0.029 0.856 o F-
4 I 0.019 -0.029 1.284 w w V -,
5 0.019 -0.029 1.711 i
1 M9 1 1 0 -0.029 -1.711 - O.
2 0 -0.029 -1.284 Z '
3 0 -0.029 -0.856 0 tii
N
4 0 -0.029 -0.428 F. H:
i _ 5 0 -0.029 0 • Z
M 1 0.031 -0.015 I 0
_ 2 _ _ 0.031 -0.015 0.223 1 .
_ 3 0.031 1 -0.015 0.446 !
4 0.031 1 -0.015 0.669 •
5 ; 0.031 -0.015 I 0.892 i \
M11 ; 1 0 -0.015 -0.892 .
2 0 -0.015 -0.669 .
3 0 -0.015 -0.446
4 0 -0.015 -0.223 '
5 0 -0.015 0
___
M12 12 __� 1 1 0.043 J -0.012 I 0 J
-- 2 J 0.043 1 -0.012 1 0.185
• i 3 ! 0.043 I -0.012 I 0.37
4 0.043 -0.012 I 0.556
5 1 0.043 1 -0.012 1 0.741 j
I M 13 l 1 0 -0.012 • - 0.741"
Ti •y� :•i' V �
2 0 :: 0.012. - 0.556. Iti44 };
: 3 0 -0.012 - 0.37Y�.
. 4 0 -0.012 -0.185
y . , ,: Vi
5 0 -0.012 0 .,�t, {' e.r
I • • _ -- MT ._ -• 1 0.068 4 -0.007 1 0 ►, ; r� . R
-- -- • - - - -•- 2 ._.. ... 0.068 I -0.007 I 0.11 ^ r a '
3 : 0.068 - 0.007 1 0.219 •-'''`
RISA -2D Version 5.1a [C: \Gjb \Racks \Ranier Rubber \Ranier_I_pallet.r2d] Page 4,, �;:
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, Company : EQE September 4, 2002
Designer : John H Riley 9:51 AM
Job Number : 152125.01 PALLET RACKS ANALYSIS - S7 INTERNAL Checked By:
Member Section Forces. LC 'I : SEISMIC. (continued)
Member Label Section Axial Shear Moment ,
(K) (K) (K-in)
: 4 0.068 -0.007 0.329 .
. .— 5 : 0.068 ; -0.007 0.438
M15 ! 1 0 I -0.007 -0.438 - Z
< .
2 0 I -0.007 • -0.329. , I 1—
3 t 0 I -0.007 • • -0.219 W
Et I
4 0 I -0.007 -0.11 6 =
5 0 I -0.007 0 _lc)
0 0 •
u) CI
u) ui
• u) I
; I
u_ ...
CO
L u 0
2
.
u_ a .
u) =
±- cl
1—
Z 1..
1— 0
Z 1—
LU 'LI
• 2 D
n Ca
O 'A
, 0 =.
.1 —
LU
. I 0
1—
,: z
LU
as
, P I
0 I'
Z
i .
,
.
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RISA-2D Version 5.1a (CAGjb\Racks\Ranier Rubber\Ranier_l_pallet.r2d] Page 2
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9/4/02 9:55 AM
Pallet Rack Design Job Title : I r: : =1r Job Number : • ;t: ' °.(:+:t o-
:Fl�lr.i ':.lol.: :i' `
Boeing Bldg No.: ;e „.=
Shelf DL,LL )I )' i psf LL / Total L= 0.71
Length of shelves = ' . ,:, inches
y Height Between shelves = inches v -rr . r ��= .t:'
{ Width of shelves = :14 inches ( . .
Number of Shelves ='; ., Z
Height to Bottom Shelf = ._ -I : inches Optional Overide -
1 Height above shelf of COG of load = " ___ _ ,., inches DL= . .. {, lb /shelf , 1- H
Z
Is frame interior or end? ( i / e ? ) '�....::. _ LL= . y„ .. ;1, lb /shelf Q =
Height of frame within building = '” '' - • = hx Feet U
'
j Height of Building = = ":C! ---- `f' = hr Feet u) p -
g J H
• Beam Loads For End Bay Total load on one frame = 1.4 kips U) LL
O
Shelf DL = 200.0 lb /shelf = 100.0 lb /beam • • 2
h 9 Shelf LL = 500.0 lb /shelf = 250.0 lb /beam > 1 5
co
Moment at Center of Beams: = a
If we assume that the connections at the end of the beams have 20 % Z H .
fixity then the moment at the center of the beams is : I— O
Z t—
W
MDL=WDLL/8 *(80 %) = 1.200 in -K g uj
MLL =WLLU8 *(80 %) = 3.000 in -K U a
O
I —
❑H
Moment at End of Beams: W W
H U
MDL =WDLU8 *(20 %) = 0.300 in -K t i P .
MLL =WLLU8 *(20 %) = 0.750 in -K Iii Z
_ UW
Seismic Loads - Longitudinal End Bay 0
• 50% LL Reduction? (Y or N) b;:' i'! ` ?' (Must have (4) Columns Min in Longitudinal Direction for Yes Z . _
Z = w":2__6 Yic . ,
l = .. - f I ,cite
Ca = . : {hjr ----- Zone 3, Soil Type SD
CV = "_ '' ', Zone 3, Soil Type SD V
R = l; ( 4.4 for Braced Frame, 5.6 for Moment Frame) V
T = Period, Method A: T = Ct *(h„) ^0.75 = 0.126 (Ct = 0.035 for Steel) . '
V = [ (Cv *I) / (R *T) ] *W = 0.767 *W
where V max = [ (2.5 *Ca *I) / R ] *W = 0.161 *W <= Controls
and V min = [ 0.11 *Ca *I ] *W = 0.040 *W _
w = (4 *(200 +500) /2)/1000 = 1.40 kips for End Bay 4 e
both sides of rack combined *
EINH
Divide V by 1.4 to convert from Ultimate to Working Stress V = 0.161 / 1.4 = 0.115 0,, .' ,.. �
a {,
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I Adjust for height within building, V = 0.115 * (1+ 3 *(hx/hr) * W = 0.115 *W , . ,"i- ,
V= 0.115 *W 1iwitr t
0.16 Kips Total for End Bay ‘:(id 111114
Ranier Rubber Pallet IRacks_E.xls Pallet Racks Pace 1 of = ;
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Lateral Force Distribution - Lo gitudinal To Each Side of Rack
Level D Height Hi Wi Wi * Hi WiHi /SumWiHi Fi (Kips)
4 24 66 0.175 11.550 0.423 0.034
3 12 42 0.175 7.350 0.269 0.022
2 12 30 0.175 5.250 0.192 0.015
1 18 18 0.175 3.150 0.115 0.009 Z
0 0 0 0.000 0.000 0.000 0.000 • = •
! Totals _ 0.700 27.300 1.000 0.080 w
6
■ Base Fixed? (Y or N) N Forces From Rise 2 Model (Seismic Only) U O
0, 0
Level Fi Left Beam Column to Beam Right Beam i x
3 M (in.k) V (k) M (in.k) V (k) M (in.k) V (k) N LL
4 0.034 `• 71 r• .:f of :_ r" ;5. r - . - . : +; ... 1. : + ....1I - %:T': LL O
3 0.022 `Y0l •! . ... 1,014,P: i 6.,',t4-;: . 1.,t.;, 2
2 0.015 6 .. - 0 - 9 1 8 (i,)fi1i:+;t 'o J ;" , , 1 ` a ;6„
1 0.009 1 1 - 0 :4 K . .; 1''. ,- � J c} .. i.ti; i ii ,a:�i:. �•: ii v . : ' N 0 0.000 401 7 % . p400' ' 00 o i l I:ia .. ' ?foie . I '; li6 a o 1i: ' = W
. Z - • Beam Loads - Vertical w = 350.00 lb /beam Z
ILI W
Md +I center = 4.20 in -k
Md +I end = 1.05 in -k Vd +I end = 0.18 k U C CO
1 Mseismic = 1.61 in -k Vseismic = 0.08 k p f..
Md +1 +s end = 2.66 in -k Vd +l•++s end = 0.26 k w .
L = 120.00 inches 1
I—
H
�
Try w
Fy = 50 ksi Esteel = o; • psi v N
(oxii�ir 0 0, _ _
i LB030 Beam Sx = 0.4659 inA3 O I—
Ix = 0.7604 inA4 Z
Fb = 21101111* Fy = 30 ksi
M all = Sx * Fb = 13.98 in -k >= 4.20 OK 1
1
Check Seismic (4/3) *Mall = 18.64 in -k >= 2.66 OK ,
Check Deflection dmax =L/180 0.67 inches
dact= 0.36 inches < 0.67 OK 1
•
Check End Connection Weld Type= (see page 6 for weld capacities)
Moment Capacity = 12.35 in -k >= 2.66 OK 1 , •'
Shear Capacity = 21.65 k >= 0.26 OK `ire
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Lateral Force Distribution - Transverse, One Frame of Rack Only for End Bay
Height of
COG above WIHi Net Mot
Level Shelf 1.15 *Hi Wi Wi *1.15* Hi SumWiHi Fi (Kips) (in -k)
4 8 85.1 0.350 29.785 0.394 0.081 6.852
3 8 57.5 0.350 20.125 0.266 0.054 9.980
2 8 43.7 0.350 15.295 0.202 0.041 11.786 1
1 8 29.9 0.350 10.465 0.138 0.028 12.632 E-- Z
0 0 0 0.000 0.000 0.000 0.000 0.000 CC QQ ui
A Base 1.400 75.670 1.000 0.205 12.632 J U
00
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Lateral Force Distribution - Transverse One Frame of Rack, Top Rack Loaded Only uJ H
for End Bay co w
Height of w
COG above WiHi Net Mot 2
Level Shelf 1.15 *Hi Wi W *1.15* Hi SumWiHi Fi (Kips) (in -k) LL,
4 8 85.100 0 "350 29.785 0.742 0.070 5.998 = d
3 0 48.300 0.100 4.830 0.120 0.011 6.550 I - _
2 0 34.500 0.100 3.450 0.086 0.008 6.831 Z I-
1 0 20.700 0.100 2.070 0.052 0.005 6.933 Z O
0 0 0.000 • 0.000 0.000 0.000 0.000 0.000 W w
At Base 0.650 40.135 1.000 0.095 6.933 U p co
( - O H
Net Overturning - Transverse One Frame of Rack w w
=
Level All Racks Loaded Top Rack Only Loaded
MOT Mrestore MOT Net MOT Mrestore MOT Net .
L I
Z
iu
4 6.852 7.000 -0.148 5.998 7.000 -1.002 U N
3 9.980 14.000 -4,020 6.550 9.000 -2.450 ~O
2 11.786 21.000 -9.214 6.831 11.000 -4.169 Z
1 12.632 28.000 - 15.368 6.933 13.000 -6.067
0 0.000 0.000 0.000 0.000 0.000 0.000
At Base I 12.632 28.000 - 15.368 6.933 13.000 I -6.067 1
All Racks Loaded Top Rack Only Loaded .
Max Compression 1.02 0.50 PDL + PLL + Pseismic (Kips)
Overturning F.O.S. 2.22 1.88 oK (> 1.5) '
Anchor Bolt Tens Force -0.38 -0.15 Kips
I
Use Pmax = 1.02k, Tmax = -0.15k and Vmax = 0.08k for A.B. design (See RISA forces for column shear)
{ Summary for End Bay , Single Column , ,,.,,,-,i,;3,..:2;\;.
Column Design P(DL) P(LL) Pseismic PTotal Mseismic 4 ;�' ,∎
DL + LL + Seismic Longilud. 0.20 0.50 0.06 0.76 1.44 "'`"' 3 ,
r "
DL +LL + Seismic Transverse. 0.20 0.50 0.32 1.02 0.00 <_= Braced � ` ., Y; F t
,
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9/4/02 9:55 AM
Column Design - for End Bay .
Try Fy= 36 ksi Esteel = '?■!!t! •WI/ psi
CAL3 Column Lx= 18 in ,
Ly= : -?.. in
Kx= •' '; Longitudinal
Ky= , . • Transverse • z
A= 0.859 inA2 , <
• il
lx= 1.373 inA4 . ,i— z,
rx= 1.249 in ce w 2
• 6 = .
ry= 1.15 in
....1 0
Sx= 0.915 inA3 0 0
, co 0
Sy= 0.752 in^3
w iti
WI
Cc =Sort(2*PiA2*E/Fy)= 126.10 w u_
(KI/r)x= 21.62 Li.' 0.
(KI/r)y= 46.96 <== GOVERNS '
t, g n
Fa= 18.61 ksi CO
- C31
' Pa= 15.99 kips I i._ tu
z F
. Check Longitudinal Seismic Fb=0.6*Fy= 21.60 ksi • . I— 0
Z l—
Ma=Fb*Sx= 19.76 in-k ILI uj
2 n
D 0
Combined P/Pa + M/Ma = 0 w
0 —
= 0.'i63 / 15.99 + 1.44 / 19.764 = 0.121 < 1.33 OK --- , . 0
■••••
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Check Transverse Seismic P/Pa = I— U
= 1.016 / 15.99 = 0.064 < 1.33 OK u.. S
Z
ui
0 (4
Check DL + L L P/Pa = -. P IT
= 0.763 / 15.99 = 0.044 < 1.00 OK • 0
Z
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.
Beam & Weld Geometry
Beam = LB030
Weld Type= C Thickness = ' ..au°:l. inches
Effective Weld Thickness= 0.125 *0.707 = 0.088 inches
;
Z
length 'D' , 1 Z
St= 0.441 inA3
Sb= 1.142 inn
r = 1.111 inches '
' •
Allowable Weld Stress = 70 ksi *0.3 * (4/3) = 28.00 ksi
Allowable Shear = 28.00 *Area = 21.65 kips
Allowable Bending = 28.00 *0.441 = 12.35 inch kips
l .. ? Sys: "'I'.
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Ranier Rubber Pallet I Backs E.xls Pallet Racks Page 6 of 6
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Loads: LC 1, SEISMIC
Solution: LC 1, SEISMIC '''
' Member Bending Moments (K-in) ";3 # I c tlt 4
E EQE t PALLET RACKS ANALYSIS - S7 EXTERNAL , September 4, 2002
1 5
John I-1 Riley 5 }
9:56 AM ,, 7 4.
t 152125.01 I i i Ranier E_paIIet.r2d EJ `' awry ii
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- Company : EQE September 4, 2002
Designer : John H Riley 9:42 AM
Job Number : 152125.01 PALLET RACKS ANALYSIS - S7 EXTERNAL Checked By:
Member Section Forces. LC 1 : SEISMIC
Member Label Section Axial Shear Moment
.._. _ (K) (K) (K -in) Z
i �` M1 1 i 0.063 I 0.08 0 < •
2 I 0.063 0.08 -0.36 1 .F. Z
3 0.063 i 0.08 -0.72 it I
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PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D02 -309 DATE: 9 -26 -02 `
PROJECT NAME: Rainier Rubber Co RAtICS z i .
SITE ADDRESS: 15660 Nelson PI S rt 2
Original Plan Submittal Response to Incomplete Letter # N o
Response to Correction Letter # Revision # After Permit Is Issued -I E—
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DEPARTMENTS:
ftwc, 10 - 1 ' 01 - 67- AtAx, 1° `3-
Bulldln - ivision ❑ Fire Prevention Q Planning Division I = D
W
Public Works ❑ Structural El Permit Coordinator IC z 1
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DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-01-02 v o
Complete 1 Incomplete Not Applicable El w i_.
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Comments: 1-'
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Permit Center Use Only O H
•
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: •
1
TUES /THURS ROUTING:
Please Route rvi Structural Review Required ❑ No further Review Required ❑ t
REVIEWER'S INITIALS: DATE: I
APPROVALS OR CORRECTIONS: DUE DATE: 10-29-02
Approved ❑ A pproved with Conditions N Approved (attach comments) ❑ �..,, s _r,,.,
1
Notation:
REVIEWER'S INITIALS: DATE: F '" ``'
) g t i t .
Permit Center Use Only 4 4; ; Tti(', 5 ^',
CORRECTION LETTER MAILED: '
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials. ;,4 > {:,na; ,
i
Documents/routing slip.doc - - .02 i. "Al l + °: ' , ,� ' .
'.i . caw:....., w;. a: x, LVe+ e* xYxvNi, n;.•a.+.....t.,..a.r.c,. :...,, .« ...... ... .. _ ..u:t + +:YSy *tte,.fx4r�2i
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PLAN REVIEW /ROUTING SLIP '
ACTIVITY NUMBER: D02 - 309 DATE: 9 - -
PROJECT NAME: Rainier Rubber Co e. ck .- ' z .
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SITE ADDRESS: 15660 Nelson PI S real
-_, - - -- -- -- _,,,-- , _ ,, • l_4_,
❑ 3100 Site Visit
❑ 4000 Special- Concrete ❑ 10038 A C of 0 will be required for this permit
❑ 4001 Special -Bolts in Concrete ❑ 10039 Final approval for all TI w /in the limits of the SC Mall
❑ 4001 Special - Mom/Resist Conc Frame
❑ 4003 Special -Reinf Steel Prestress ❑ 10040 All construction noise to be in compliance with 8.2 TMC
❑ 4004 Special - Welding ❑ 10041 Ventilation is required for all new rooms & spaces
❑ 4005 Special-High-Strength Bolting `f . s,�
4006 S ❑ 10042 .Fuel burning appliances
❑ 4007 Special- ReinfGypsum Concrete ❑ . '
❑ Special-Structural Masonry 10043 Appliances. w generate
z�,z +' =;
which erate � �"-� '�,.;'�;'•
10044 Water heater be anchored .,
❑ 4008 Special- Insulating Conc Fill ❑ ater eater shall �:
❑ 4009 Special -Spray Fireproofing ❑ 10045 Reroof I tip ',„.k� ~-'
❑ 4010 Special- Piling, Piers, Caissons El ••• "Anchoring — All new construct and substantial h , # a
❑ 4011 Special- Shotcrete
improvement shall be anchored to prevent flotation
❑ 4012 Special- Grading, Excav /Fill `fi
❑ 4013 Special- Retaining Wall Date: 4v D Z; „s
❑ 4014 Special - Panels Plan Reviewer: ' '''`'
❑ 4015 Special -Smoke Control System r f "''''1'''
Permit Tech:
Date: ! v � `�6 v s. _,
- , ,
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PLAN REVIEW /ROUTING SLIP
,
ACTIVITY NUMBER: D02 - 309 DATE: 9 - -
PROJECT NAME: Rainier Rubber Co r kattoty z
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SITE ADDRESS: 15660 Nelson PI S
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4J� -� 4 �+sy , CITY OF TUIKWILA
�1� P ermit Cen. 11 I. 4
���� \:-, 0 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188
X .,. � .... -. # Telephone: (206) 431 -3670
1908
• AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION
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STATE OF WASHINGTON ) ~ w rx ss.
COUNTY OF KING ) 6 D
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l� 1 l� `� -0 6� lei lr// PUe.g,,,F--- C� W co 111
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1. I have made application for a building permit from the City of Tukwila, Washington. W
f
2. I understand that state law requires that all building construction contractors be registered with the N n
r State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the i W
Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have i
read or am familiar with RCW 18.27.090. F- o
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LU iji
3. I understand that prior to issuance of a building permit for work which is to be done by any 2 o
contractor, the City of Tukwila must verify either that the contractor is registered by the State of o u) Washington, or that one of the exemptions stated under RCW 18.27.090 applies. o i_
I
4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby F- I
attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I LIo z
consider the work authorized under this building permit to be exempt under No. /J' , and L cn
will therefore not be performed by a registered contractor. o
z
I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to .
engage an unregistered contractor to perform construction work.
t
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APPLICANT
. ". \‘‘`\
�GE % i Signed and sworn to before me this
(T day of October , 20 . 0 2
�;�' �� t ,» , II!
$��gc�p1�•'''�I� NOTARY PUBLIC in and o r the State of Washington, .,,"
� \\\ WAS ':Yi�
residing at kIn9 Coun ty. F ,�! � °t
A lice A Deasy �.,.:v%.� :
Name as commissioned: "'} '�' °��
My commission expires: 6- /6-C ' i �-
' AFFCONT 1/13/00 K ;
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18.27.090 Exemptions. This chapter shall not apply to:
1. An authorized representative of the United States of the operatic,. .s made into contracts of amounts
Government, the State of Washington, or any less than $500 for the purpose of evasion of this
incorporated city, town, county, township, irrigation chapter or otherwise. The exemption prescribed in
district, reclamation district, or other municipal or this subsection does not apply to a person who
political corporation or subdivision of this state; advertises or puts out any sign or card or other
device which might indicate to the public that he is a
2. Officers of a court when they are acting within the contractor, or that he is qualified to engage in the
scope of their office; business of contractor;
z
3. Public utilities operating under the regulations of the 10. Any construction or operation incidental to the ' .= z
utilities and transportation commission in construction and repair of irrigation and drainage w
construction, maintenance, or development work ditches of regularly constituted irrigation districts or 6 v
incidental to their own business; reclamation districts; or to farming, dairying, c) 0
agriculture, viticulture, horticulture, or stock or poultry
4. Any construction, repair, or operation incidental to the raising; or to clearing or other work upon land in rural w z
discovering or producing of petroleum or gas, or the districts for fire prevention purposes; except when cn u_
drilling, testing, abandoning, or other operation of any any of the above work is performed by a registered w O
petroleum or gas well or any surface or underground contractor; M
mine or mineral deposit when performed by an owner g Q
or lessee; 11. An owner who contracts for a project with a cn
d
=
registered contractor; w
5. The sale or installation of any finished products, z =
~
materials, or articles of merchandise which are not 12. Any person working on his own property, whether z O
• actually fabricated into and do not become a occupied by him or not, and any person working on w
permanent fixed part of a structure; his residence, whether owned by him or not but this 2 o
exemption shall not apply to any person otherwise 0 u
6. Any construction, alteration, improvement, or repair covered by this chapter who constructs an o
of personal property, except this chapter shall apply improvement on his own property with the intention w w .
to all mobile /manufactured housing. A and for the purpose of selling the improved property; t 2
mobile /manufactured home may be installed, set up, u- O
or repaired by the registered or legal owner, by a 13. Owners of commercial properties who use their own iii z
contractor licensed under this chapter, or by a employees to do maintenance, repair, and alteration _ v
mobile /manufactured home retail dealer or work in or upon their own properties; p I--
manufacturer licensed under chapter 46.70 RCW; z
14. A licensed architect or civil or professional engineer
7. Any construction, alteration, improvement, or repair acting solely in his professional capacity, an
carried on within the limits and boundaries of any site electrician licensed under the laws of the state of
or reservation under the legal jurisdiction of the Washington, or a plumber licensed under the laws of
federal government; the state of Washington while operating within the
boundaries of such political subdivision. The
8. Any person who only furnished materials, supplies, or exemption provided in this subsection is applicable
equipment without fabricating them into, or only when the licensee is operating within the scope
consuming them in the performance of, the work of of his license; ' . -
the contractor;
15. Any person who engages in the, activities herein
9. Any work or operation on one undertaking or project regulated as an employee of a registered contractor `'.v''`'' •�;:
by one or more contracts, the aggregate contract with wages as; his sole compensation; '"`�'
price of which for labor and materials and all other x . •!• -,,.>:
items is less than $500, such work, or operations 16. Contractors on highway projects who have been
being considered as of a casual, minor, or prequalified as required by 13 of the Laws of ` el
inconsequential nature. The exemption prescribed in 1961, RCW 47.28.070 with the department of
this subsection does not apply in any instance transportation to perform highway construction, '�;,
wherein the work or construction is only a part of a reconstruction, or maintenance work. "' "°
larger or major operation, whether undertaken by the'
NSA
same or a different contractor, or in which a division : , t _?
AFFCONT 1/13 /00
Cilab::
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floor plan