HomeMy WebLinkAboutPermit D02-105 - HANMI INCHANMI, INC
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D02 -105
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/ City of 1ukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
DEVELOPMENT PERMIT z
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Parcel No.: 2623049095 Permit Number: D02 -105 tr W
Address: 730 ANDOVER PK E TUKW Issue Date: 05/16/2002 D
Suite No: Permit Expires On: 11/12/2002 U O
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Tenant: w =
Name: HANMI, INC. N
Address: 730 ANDOVER PK E, TUKWILA, WA W O
Owner:
Name: BREKKE PROPERTIES Phone: 425 451 -1511 u.
Address: 8592 HUNTS PT LANE, BELLEVUE WA CO d
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Contact Person: Z H
Name: JESSE SWANSON Phone: 206 - 682 -6596 Z 0
Address: 1033 6 AV S, SEATTLE, WA W ui
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Contractor: U w
Name: ENGINEERED PRODUCTS INC Phone: O r
Address: 1033 6TH AVE S, SEATTLE WA w W .
' Contractor License No: ENGINPI013JK Expiration Date: 01/01/2004 H U
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INSTALL PALLET RACKS 0
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Value of Construction: $0.00 Fees Collected: $707.41
Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997
Type of Construction: RACKS Occupancy per UBC: 0025 1
Public Works Activities:
Curb Cut/Access /Sidewalk/CSS: N
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone: N
Hauling: N Start Time: End Time: ,
Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation: N " "`
Moving Oversize Load: N Start Time End Time:
Sanitary Side Sewer: N r,
Sewer Main Extension: N Private: N Public: N k Storm Drainage: N k
Street Use: N ' ` ' ,
Water Main Extension: N Private: N Public: N �. ;
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Water Meter: w. V ':
Channelization / Striping:
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doc: Devperm D02 -105 Printed: 05 -16 -2002 170
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Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Permit Center Authorized Signature: gaiMIU1K) 1 . I" Date: " /6 r 6 w Ce 2
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 6
ordinances governing this work will be complied with, whether specified herein or not. U O
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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. -J F
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Signature: 1 Date: `E -/6 0 � - W O .
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Print N. e: .S S c ` 5 - a
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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 . ? 1--.
suspended or abandoned for a period of 180 days from the last inspection. Z O
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doc: Devperm D02 -105 Printed: 05 -16 -2002
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Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS Z
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Parcel No.: 2623049095 Permit Number: D02 -105
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Address: 730 ANDOVER PK E TUKW Status: ISSUED U
Suite No: Applied Date: 04/22/2002 U O
Tenant: HANMI, INC. Issue Date: 05/16/2002 co W
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1: ** *BUILDING DEPARTMENT * ** O
2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2
3: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These `� Q
• documents are to be u.
maintained and available until final inspection approval is granted. w 0
4: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as E- _
" amended, Uniform Mechanical Code ? 1—
(1997 Edition), and Washington State Energy Code (1997 Edition). Z O
5: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a W
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 U co
give authority to violate p H
or cancel the provisions of this code shall be valid. w w
6: ** *FIRE DEPARTMENT CONDITIONS * ** H
' 7: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: O
8: High -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or combustible uj Z
materials on pallets or in racks rJ
more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets,
etc., the critical z
pile height may be as low as 6 feet. (UFC article 2, sec. 209 -H)
9: Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 13)
10: 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 l
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)
11: The critical storage height for high -piled combustible stock in closely packed piles is 12 feet. (UFC 9.110) Storage above 12 feet
may necessitate increasing
the sprinkler density to extra hazard and adding smoke removal capabilities. (UFC 8101) (NFPA 231)
12: Depending on the classification of the commodity being stored and the size of the storage area, smoke vents, small hose stations •
and curtain boards may be
required by Table 81 -A of the Uniform Fire Code. Contact the Tukwila Fire Prevention Bureau for further information.
13: Racks designed for high -piled storage must comply with section 2207 of the Uniform Building Code. Please contact the Tukwila
Building Department for details
pertaining to design and installation standards.-f'. _.
14: The proposed use of the building will require a Fire Department permit. In order to obtain this permit, construction elements�� " ° «;+
and /or fixed fire protection may We:
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need to be installed. This review does not include these elements and does not permit operation of the proposed use (UFC Sec. 105) •fi■►. *$,
15: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such ;t
condition or violation.
16: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-
4407.
doc: Conditions D02 -105 Printed: 05 -16- 2002
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Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
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I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances _
governing this work will be complied with, whether specified herein or not. w:
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws 0
regulating construction or the performance of work. N
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S ignature: Date: G w
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doc: Conditions D02 -105 Printed: 05 -16 -2002
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J *W .*tP CITY OF T UI WI LA
�? a � o Permit Center Project Number:
�" ' 6 • 6300 Southcenter Blvd., Suite 100
Ishii Tukwila, Tukwila, WA 98188 Permit Number:
(206) 431 -3670 t 0 f 0 5
Commercial / Multi - Family Tenant Improvement / 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: Value of Construction:
21'3 rn, l 7� n t_ '/ Co o ~
Site Address (include suite number) City State /Zip: Tax Parcel Number: q
72o 4.;oio v.e. P4-r /C Ca S+ Tzi Kw: 1m- L41.9 ?Fifist3
Property Owner: n
Phoe:
790 .411.19.-.4e..- [u c y 2 - L,/ 5i-is
Street Ad�ress: City State /Zip: Fax It:
o $ o K 28 /i'Jed, .he. hid 9T 39'
Contractor: Phone:
tn .. /) �rNcj P� o�c. — k .. .�C- Zd 6-'6S2 - 6596
Street City State /Zip: Fax #:
J o 33 4„4'41, �a•c-. S • S•e4-44-Le w4 9 '134 - ) zo 6 — Lg"z —
Architect: Phone:
Street Address: City State /Zip: Fax #:
Engineer: Phone:
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Street Address: City State/Zip: Fax It: <
reW re Contact Person: Phone:
- 1 - 17; T s5 e.. Swa - x15 0 2 1 - o 6 — 6 TZ — 6$94 a 2
Street Address: City State/Zip: Fax #: U O
14 3 3 b' ,4 /.� C. Seel lut4 c ill 3 y 6 - 67z - 9 9 9 5 o o
Description of work to be done (please be specific): W 2
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Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family . Warehouse 71 Hospital cc Q
❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office to d
❑ School /College /University ❑ Other I-
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Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family Warehouse ❑Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office Z O
❑ School /College /University 71 Other 2 j
Square Feet: i 3 existing No. of Stories: o u)
Building q I existin I Area of construction (sq ft): my _ p u)
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Will there be a change of use? ❑ yes ' no If yes, extent of change: (Attach additional sheet if necessary) = W
Will there be rack storage? IR yes ❑ no W ~ O
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Existing fire protection features: p sprinklers ❑ automatic fire alarm CI none ❑ other (specify) U to
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Will there be storage of flammable /combustible hazardous material in the building? ❑ yes 0 no 0 I—
Attach list of materials andstora :e location on se•arate 8 1/2 X 11 •a•er indicatin: •uantities & Material Safet Data Sheets
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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 #: G Sewer Main Extension 0 Private U 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:
❑ Miscellaneous �I,.,
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. �,
Date application accepted: Date application expires: Applicati 1 taken by: (initials)
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PLEASE SIGN BACK OF APPLICATION FORM r a. ....
11/30/00
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APPLICAT! . MUST BE SUBMITTtD WITH T • LLOW!NG:
ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL
ENGINEER OR CIVIJ.. ENGINEER
D 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(S) sets for structural work), which include :
El ❑ 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) z
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 =
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10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use
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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) to 0
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). _
LU ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled v) O
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❑ ❑ 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. tt Q
❑ ❑ Vicinity Map showing location of site = CI
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❑ la Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack z I
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. MI In
❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished U 0
❑ ❑ Construction details 0 H
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❑ El Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water i' t 0 .
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supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed
sprinkler system design criteria as identified by the Fire Department. U to
❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. p H
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❑ ❑ 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 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 State tri 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 porrowo
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF ' 1 1 .
PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
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BUILDING OWNER OR AUTHORIZED AGENT: aria
Signature: .-------- ��� Date: � 2 Z-o ;' _
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Print name: Ph
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ACCOUNT ITEM LIST:
Description Account Code •
Current Pints '
PLAN CHECK - NONRES 000/345.830 172.41
Total: 172.41 •
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6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
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RECEIPT ' _ •
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Parcel No.: 2623049095 Permit Number: D02 -105 U O
Address: 730 ANDOVER PK E TUKW Status: APPROVED ta 0
Suite No: Applied Date: 04/22/2002
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Applicant: HANMI, INC. Issue Date: co LL
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1. Payment Check 940 265.25 0 N
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ACCOUNT ITEM LIST:
Description Account Code
Current Pmts , U
BUILDING - NONRES 000/322.100 530.50
STATE BUILDING SURCHARGE 000/386.904 4.50 '
Total: 535.00
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doc: Receipt Printed: 05 -16 -2002 : f r
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I NSPECTION RECORD 57). a -10_5" u_
Retain a copy with permit Lu 0
INSPECTION NO.
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CITY OF TUKWILA BUILDING DIVISION ( g
6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 i1 u_ <
roject: I Type of Inspe_
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ress: °. Date called: ( 0
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Special instructions: Date wanted: LIJ uj
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1! Approved per applicable codes. ri Corrections required prior to approval.
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COMMENTS:
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Inspect° •
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$47.00 klINSPECTIO7 FEE RE' UIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f 4",
1 Receipt No: Date:
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-, INSPECTION NO. A 1 NO. 2
c:. CITY OF TUKWILA BUILDING DIVISION 4 i
6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 u. <
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- El Approved per applicable codes. ' Corrections required prior to approval.
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COMMENTS: •
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. : El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid •
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 14,-:
Receipt No: Date: I • Nat r i
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ais : \I :i s ' City of Tukwila
10#,, Steven M. Mullet, Mayor
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11) * Fire Department
■■■• Thomas P. Keefe, Fire Chief
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TUKWILA FIRE DEPARTMENT 6
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FINAL APPROVAL FORM 00
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. _Re t air]. _current inspection, schedule.
Needs shift inspection u.1( 75
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Approved with correction notice issued
Sprinklers:
Fire Alarm:
Hood & Duct:
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FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 1 uuuIr ;Nom'
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax 206-575-4439
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CURRY -RIEHL & ASSOC.
• 730 E. Main Ste 104
Billings, MT 59105
(406) 256 -3699
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Fax 259 -2901
August 20, 2002 i
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ENGINEERED STORAGE PRODUCTS v p
attn: JESSE N
18271 ANDOVER PARK WEST w
SEATTLE, WA 98188 co u.
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{ RE: EDGE BASEPLATES
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HANMI, INC "-
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Dear JESSE, ? o "
Apparently this storage rack was a tight fit into a cooler room. To accommodate the :o
storage rack, the footplates on the end uprights had to be trimmed back. This made the w w
footplates only 4x 5" long and only have (1) anchor per footplate.
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This would be acceptable, since the end uprights only have 1 /2 of a bay loading on
them. This also means that the anchors only have 1 /2 the load of the interior columns. z 1—
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If you have any questions, please call.
Sincerely, ,......:..
J. R l�
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Ben J. Riehl, PE y„'
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File: D 02 -0105
35mm Drawing
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Calculations for :
HANMI INC a Z
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TUKWILLA, WA
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04/19/2002 U O
No
Loading: 4500 # load levels w =
2 pallet levels Q 60,120 - 'I -
S eismic Zone 3 100% Utilization . N
LIJ w 0
Ca = 0.36 Cv = 0 .54
( / /ox. 96 " Load Beams
J
Uprights: 40 " wide SINGLE ROWS co
C 3.000x 3.000x 0.105 Columns = W
C 1.500x 1.250x 0.075 Braces E- _
4.00x 7.00x 0.375 Base Plates • ?f'
with 2- 0.500in x 3.50in Embed Anchor /Column F'
3.75x 2.750x 0.075 Load beams w/ 3 -Pin Connector w w
D
0 0 N
H
w w
by : Ben Riehl �'
Registered Engineer WA## 21008 LL' Z
w
U N
I
\t' z
� Q
Ci\ �
\ 3 I d I . t
. $ *5° , 0J JW; 14 ,
k '
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1
'I ._ - .-- - .._r
/ •
.-,
4
Cold Formed Channel
Depth 3.000 in Fy = 50 ksi
Flange 3.000 in
Lip 0.750 in
Thickness 0.1050 in COLUMN SECTION Z
R 0.1000 in
W
Blank = 9.82 in wt = 3.5 plf Q: al
A = 1.031 in2 6 D
Ix = 1.609 in4' Sx = 1.073 in3 Rx = 1.249 in U O
Iy = 1.258 in4 Sy = 0.731 in3 Ry = 1.105 in N 0
' a 2.5900 Web w/t 24.6667 COW
a bar 2.8950 Flg w/t 24.6667 -J H
b 2.5900 x bar 1.2264 OIL
b bar 2.8950 m 1.6549 Lu 0
c 0.5450 x0 - 2.8813 •
c bar 0.6975 J 0.0038 g Q
u 0.2395 x web 1.2789 C
gamma 1.0000 x lip 1.7211 = d
R' 0.1525 h/t 26.5714 F - _
Z f-
Section Removing: Z O
0.640 inch slot 0.75 inches each side of center on web W ui
0.375 inch hole 0.87 inches from web in each flange ? 0 .
1 A- = 0.213 in2 A' = 0.818 in2 U Ca
x bar = 1.462 in 0 N
I'x = 1.364 in4 S'x= 0.910 in3 R'x= 1.292 in 01-
I'y = 0.994 in4 S'y= 0.625 in3 R'y= 1.103 in W W
i u - O .
Cold Formed Channel Z
W�
0
Depth 1.500 in Fy = 50 ksi O H
Flange 1.250 in Z
Lip 0.000 in
Thickness 0.0750 in BRACE SECTION
R 0.1000 in
Blank = 3.73 in wt =4: 1.0 plf k
A = 0.280 in2
Ix = 0.106 in4 Sx = 0.141 in3 Rx = ,0.614 in
Iy = 0.046 in4 Sy = 0.056 in3 Ry =:f in ,
a 1.1500 Web w/t 15.3333 ' ■
' a,bar 1.4250 Flg w/t 14.3333
b 1.0750 x bar 0.3946
b bar 1.2125 m 0.5298
c 0.0000 x0 - 0.9244
c bar 0.0000 J 0.0005
u 0.2160 x web 0.4321 : r
gamma 0.0000 x lip 0.8179 `: ', . " � yA
R' 0.1375 h/t 18.0000 •:�;t
71 li
I f . ,.. 1
' q,/'''':
1
a
: :. .r:::.; •.; .,. . +. s :.. ••, ..wsvxvw'tn:: f' �tt' LN�7kur.' MM+N.+a�+YrtdwCSar+s•. >+ne•:w-i .. •.n < . ;.wusmi:�175'Plh4
a»J<u:: «:.; pct X:.•s . ,..... .... ... ,. ,.-
. - -
_�
Cold Formed Section
HEIGHT OF BEAM 3.750 INCHES
MAT'L THICKNESS 0.075 INCHES
INSIDE RADIUS 0.100 INCHES LOAD BEAM Z
WIDTH 2.750 INCHES H
STEEL YIELD 50.0 KSI 1
Ce�
aa
STEP 1.625 INCHES HIGH 1.000 INCHES WIDE J U
00
ABOUT THE HORIZONTAL AXIS ABOUT THE VERTIC N 0
L Y LY LY2 Ii X LX W I
L SIDE 3.4000 1.8750 6.3750 11.9531 3.2753 0.0375 0.1275 i_
MIL
TOP 1.4000 3.7125 5.1975 19.2957 0.0000 0.8750 1.2250 W L O
STEP SIDE 1.3500 2.9000 3.9150 11.3535 0.2050 1.7125 2.3119 2
STEP BOTT 0.7250 2.0875 1.5134 3.1593 0.0000 2.2125 1.6041 g -
I SHORT SID 1.7750 1.0625 1.8859 2.0038 0.4660 2.7125 4.8147 u.<
I
BOTTOM 2.4000 0.0375 0.0900 0.0034 0.0000 1.3750 3.3000 N d
. ' _
CORNERS 0.2160 3.6625 0.7911 2.8973 0.0004 0.0875 0.0189 I-- H
2 0.2160 3.6625 0.7911 2.8973 0.0004 1.6625 0.3591 • F- O
3 0.2160 2.1375 0.4617 0.9868 0.0004 1.8000 0.3888 Z I-
4 0.2160 2.0375 0.4401 0.8967 0.0004 2.6625 0.5751
5 0.2160 0.0875 0.0189 0.0017 0.0004 2.6625 0.5751
6
CI
0.2160 0.0875 0.0189 0.0017 0.0004 0.0875 0.0189 U N
al-
TOTALS 12.3459 23.3500 21.4985 55.4501 3.9487 17.8875 15.3189 W W
AREA = 0.926 IN2 ~
L O
CENTER GRAVITY = 1.741 INCHES TO BASE 1.241 INCHES TO LONG SIDE Z
Ix = 1.647 IN4 Iy = 0.971 IN4 iii
Sx = 0.820 IN3 Sy = 0.644 IN3 U =
Rx = 1.334 IN Ry = 1.024 IN ~ O F-
Z
■
1
ti
Lk
Iiir o ,,, I 7 ,
1 Z
A .0
A' 9tite3b,
..... -.,.e• .. n�hm.eveMYX!.rffls!CPx �CkR4t52
t r; ;., ...... : ..:...ee:w =a,ar. a; .:. +...t; a ^ .._K... *._,, «,.,...,,....- _• __•__c_• «mow
- i , ._ r .
I
.w..
BEAM END CONNECTOR
COLUMN MATERIAL THICKNESS = 0.105 IN
LOAD BEAM DEPTH = 3.75 IN
TOP OF BEAM TO TOP OF CONN= 0.000 IN
WELD a BTM OF BEAM = 0.000 IN
LOAD = 4500 LBS PER PAIR Z
CONNECTOR VERTICAL LOAD = 1125 LBS EACH = W
RIVETS a
3 RIVETS ® 2 " oc 0.4375 " DIA A502 -2 aa D
1st @ 1 "BELOW TOP OF CONNECTOR J U
AREA = 0.150 IN2 EACH Fv = 22.0 KSI CND
Vcap = 3.307 KIPS EACH RIVET CO W
BEARING Fb = 65.0 KSI J H
BRG CAP= 2.986 KIPS EACH RIVET N LL.
TOTAL RIVET VERTICAL CAPACITY = 8.958 KIPS 13 W O
. 2
CONNECTOR
6 " LONG CONNECTOR ANGLE Fy = 50 KSI a
1.625 " x 3 " x 0.1875 " THICK N C'1
= W
S = 0 .131 IN3 Mcap = 3.924 K -IN Z F
W/ 1/3 INCREASE = 5.232 K -IN
RIVET MOMENT RESULTANT @ 1.4 IN FROM BTM OF CONN Z O
M = PL L = 0.85 IN 2 j
Pmax = Mcap /L = 6.155 KIPS U o
O -
RIVET LOAD DIST MOMENT
ON
P1 3.981 3.600 14.333 RIVET OK W W
P2 1.769 1.600 2.831
~ 1 -
P3 0.000 0.000 0.000 L- O
P4 0.000 0.000 0.000 Z
TOTAL 5.751 17.164 CONNECTOR OK U
F- _
WELDS O '-
0.125 " x 3.750 " FILLET WELD UP OUTSIDE Z
0.125 " x 2.125 " FILLET WELD UP INSIDE
0.125 " x 1.625 " FILLET WELD UP STEP SIDE '
O " x 1.000 " FILLET WELD STEP BOTTOM
O " x 2.750 " FILLET WELD ACROSS BOTTOM 1
O " x 1.750 " FILLET WELD ACROSS TOP
USE EFFECTIVE 0.075 " THICK WELD
L = 7.50 IN A = 0.563 IN2
S = 0.352 IN3 Fv = 26.0 KSI
Mcap = 9.14 K -IN W /1/3 INCR= 12.19 K -IN
u
rA *
. ��9j�h'. II II
�'dt�,`�s�i' V
'. t 5 .,.f .. r'. k ,• .. V� {. . t'.U'tl;;,.y1.:666+ i.1, .b }.}.� Ya3:1T ifS.::S...A v Nr XIaV'S1 ^MUWn.. f.^W.nh`*'wl 5.•Y+f .. . t'.}�1
405 4
20
Iwr. i
4•
l
y .
In Upright Plane SINGLE ROWS
Seismic Load Distribution
per 1997 UBC Zone 3
Z = 0.30 1.33 Allowable Stress Increase
I = 1.00 R = 4.4 Z
Ca = 0.36 V = (2.5 *Ca *I) /(R *LF) *W
LF = 1.4 Z
UJ
Weight Ce
60 # per level frame weight J U
0
CD 0
Co lumns @ 40 " J =
H
' Levels Load WiHi Fi FiHi Column: LL '
(inches) ( #) (k -in) ( #) (k -in) C 3.000x 3.000x 0.105 W O
1 120 4560 547 888 107 2
60 4560 274 444 27 u.<
0 0 0 0 0 KLx = 60 in C
0 0 0 0 0 KLy = 49 in = W
0 0 0 0 0 A= 0.818 in Z H
0 0 0 0 0 Pcap = 25823 lbs
____ ____ ____ ___= Z
9120 821 1332 133 Column 111 u
31t Stress in
Max column load = 7891 # 0
Min column load = 1229 # 0 N H
W W
Overturning f" .
OTM = 133.2 K -IN X 1.15 = 153.2 K -IN LL Z
RM = 182.4 K -IN W
REQUIRED HOLD DOWN = 0.00 KIPS U 2
0 H
Anchors Special Inspection(Y or N)? NO 2 Z
T = 0 No uplift anchors req'd 2
2 0.5 " diameter Hilti -KB II .
3.5 "embedment in 2000 psi concrete .
Tcap = 2333 # Ot Stressed k
V = 666 # per leg Vcap = 4907 # = 14o Stressed •
COMBINED = 4o Stressed
Braces:
Brace height = 49 "
Brace width = 40 "
Length = 63 "
P = 2107 # ;_.., .,:•.: _,
Use : C 1.500x 1.250x 0.075.
A = 0.280 in 71:4
L/r = 157 �•ta 1 , ,
Pcap = 2305 # 91t ��' `, A. .
4
7 r, I ,',
, ?i'
i
• -.
i
1e�+.;l „. RR ``
renftllto� q �.a�. .y.. MfdCk Mbe aWx+h...w`.,.......•.,.,..... ewm.,nu.. r.,..... ve.A.NY.to,owma=n moo -konNV`rX.'?a, ,, enztltY4' W3toQK n�rta # =ms s
■
I _ . - ,r
h
s
'"'"'\
'
In Upright Plane SINGLE ROWS
Seismic Load Distribution TOP LOAD ONLY
per 1997 UBC Zone 3
Z = 0.30 1.33 Allowable Stress Increase 1.- Z
I = 1.00 R = 4.4
5
Ca = 0.36 V = (2 .5 *Ca *I) / (R *LF) *W
LF = 1.4 U O
Weight N p
60 # per level frame weight Will
J F
Columns @ 40 " W O
.. 2 �
Levels Load WiHi Fi FiHi Column: g J
(inches) ( #) (k -in) ( #) (k -in) C 3.000x 3.000x 0.105 IL
120 4560 547 671 80 = C!
. 60 60 4 4 0 F.- Lll
0 0 0 0 0 KLx = 60 in Z F.
0 0 0 0 0 KLy = 49 in F-- O
I + 0 0 0 0 0 A= 0.818 in Z
i 0 0 0 0 0 Pcap = 25823 lbs 2 D
= = == = = == = = == = = == : ❑
4620 551 675 81 Column 0 —
17% Stress CIF-
Max column load = 4328 # = W•
Min column load = 292 # U
u- r6
.. Z
Overturning U U
OTM = 80.7 K -IN X 1.15 = 92.8 K -IN H =
RM = 92.4 K -IN Z 01-
REQUIRED HOLD DOWN = 0.01 KIPS
Anchors: Special Inspection(Y or N)? NO 2 '
( T = 11 # 2 •
2 0.5 " diameter Hilti -KB II \
3.5 "embedment in 2000 psi concrete
Tcap = 2333 # 0% Stressed .
i V = 338 # per leg Vcap = 4907 # = 7% Stressed
I
COMBINED = 1% Stressed
1
•
Braces:
Brace height = 49 "
Brace width = 40 " ter
Length = 63 " . r . ,, ,:
P = 1067 # �4 4''''
Use : C 1.500x 1.250x 0.075 `
A = 0.280 in ;v,..;i.
L/r = 157( :'�^ d
Pcap = 2305 # 46% 1%, \
9 t i , 5iu r 7 . ;
a,
4,.
IXY44MRYRKN ItISlt9"NAYNIkN4M+3utr.WC"ffi * 7Na4WYM'"..' "'"*"'''wn'''''' nKt4 •_'• . w .. .u....
1
/
1
-• \ "
PAGE 1
MSU STRESS -11 VERSION 9/89 - -- DATE: 04/19/:2 - -- TIME OF DAY: 15:55:06
INPUT DATA LISTING TO FOLLOW:
Structure Storage Rack in Load Beam Plane 2 Levels
Type Plane Frame Z
Number of Joints 10 Q �;.
Number of Supports 6 H Z
Number of Members 10
Number of Loadings 1 6 5
Joint Coordinates U O
1 0.0 60.0 S N 0
2 0.0 120.0 S
3 49.5 0.0 S J H
f 4 49.5 60.0 U) u-
5 49.5 120.0 W 0
I 6 148.5 0.0 S vI if 2
7 148.5 60.0 $ IV g J
8 148.5 120.0 N j
9 198.0 60.0 S = a
10 198.0 120.0 S 1 4 F _
Joi Releases . —
3 Moment Z Z 0
6 Moment Z W W :
1 Force X Moment Z 'I & ? 0 :.
2 Force X Moment Z • U CO
9 Force X Moment Z 0 —
CH-
10 Force X Moment Z
Member Incidences = W
1 1 4 1- u
2 2 5 L I p
3 3 4 " Z
cu
4 4 5 U N`
5 6 7
- i _
6 7 8 Z
7 4 7
8 7 9
9 5 8
10 8 10
Member Properties i
• 1 Thru 2 Prismatic Ax 0.926 Ay 0.648 Iz 1.647
3 Thru 6 Prismatic Ax 0.818 Ay 0.409 Iz 1.364
7 Thru 10 Prismatic Ax 0.926 Ay 0.648 Iz 1.647
1 Constants E 29000. All G 12000. All
Tabulate All
Loading Dead + Live + Seismic
Joint Loads
4 Force Y -2.28
5 Force Y -2.28
i 7 Force Y - 2.28 4" ''Y k. R >
.4 ;
8 Force Y -2.28 �
4 Force X 0.09s ,'a+ �.
rj n ,
9 ,
Wilk
` lb �
y� A
' f
.. .. ,.1': : .a . ,. . . .. ; <fi.; :, _4:q .•t.;a•s. r;; +:iw:dirA 'Lre:v nswur ,..r.......a....w.w«.., .....w m..m..,.wwn ..... ..•. rm.. ry. xnww�wv .u�.wx...rnu..«,n.. yu ;,y, ` ,,,.5ir: O y u M... i7Hbnt7$)Y.ICNA{�N'Y�NxAac!':v,
? - i - . -'
1
PAGE 2
MSU STRESS -11 VERSION 9/89 - -- DATE: 04/19/:2 - -- TIME OF DAY: 15:55:06
== = =___ = =____= = =
5 Force X 0.178
7 Force X 0.09
8 Force X 0.178
Solve
PROBLEM CORRECTLY SPECIFIED, EXECUTION TO PROCEED Z
H Z
. CC .n
Seismic Analysis per 1997 UBC U O
======
CO
wi di widi2 fi fidi WI 1--
# in # M LL
4560 0.6991 2229 180 125.8 63 180 WO
4560 0.9220 3876 356 328.2 124 356 2
0 0.0000 0 0 0.0 0 0 g Q
0 0.0000 0 0 0.0 0 0 u.
0 0.0000 0 0 0.0 0 0 = d
0 0.0000 0 0 0.0 0 0 F - _
ZF
9120 6105 536 454.1 5 36 Z 0
g = 32.2 ft /sect T = 1.172044 sec W W .
I = 1.00 ? Q .
Cv = 0.54 V min = .11 *Ca *I *W = 0.0396 W U
R = 5.6 V = (Cv *I) / (R *LF *T) *W 0 --
LF = 1.4 V = 0.059 W
= 536 # 100W 2 W
H F-
O
W Z
U=
0
Z
k
•
, '14 .'"
'p
5, . r? 7 c .
l ;):: ,�:
'
. t u ,
a� t:
w a yob:. `. i
1 ' , ' ,. t r .fir:
.... n, ..,. ,..
+
� '`rte
h
PAGE 3 .
MSU STRESS -11 VERSION 9/89 - -- DATE: 04/19/:2 - -- TIME OF DAY: 15:55:06
•
Structure Storage Rack in Load Beam Plane 2 Levels
Z
Loading Dead + Live + Seismic Z
I Q e 2
J U .
UO
MEMBER FORCES N D '
COW
J
H .
MEMBER JOINT AXIAL FORCE SHEAR FORCE MOMENT N
1 1 0.000 -0.191 0.00
WO
1 4 0.000 0.191 -9.46
2 2 0.000 -0.057 0.00 u_ Q
2 5 0.000 0.057 -2.84 u D
3 3 4.538 0.266 0.00 = W
3 4 -4.538 -0.266 15.97 1
4 4 2.268 0.165 3.51 . Z f"
4 5 -2.268 -0.165 6.40 Z O
5 6 4.538 0.270 0.00 WLU
5 7 -4.538 -0.270 16.19 2 D
6 7 2.268 0.191 4.17
0
6 8 -2.268 -0.191 7.28 0 E •
'
7 4 -0.011 -0.201 -10.02 W -
7 7 0.011 0.201 -9.90 ^- I U
8 7 0.000 -0.211 Q-10.46 )-/V#4010, aflIVAJ. f'
8 9 0.000 0.211 0.00 iti� r u' z
9 5 0.013 -0.069 -3.5
9 8 -0.013 0.069 -3.28 U D
10 8 0.000 -0.081 -4.00 0
10 10 0.000 0.081 0.00 Z
APPLIED JOINT LOADS, FREE JOINTS
l
JOINT FORCE X FORCE Y MOMENT Z
4 0.090 -2.280 0.00
5 0.178 -2.280 0.00
7 0.090 -2.280 0.00
8 0.178 -2.280 0.00 •
REACTIONS,APPLIED LOADS SUPPORT JOINTS
'a
: An,,, ,
,...„.
4 }iz
Y , .1
. '; ti
r,� .'' ,
7( .
! R` �'� M1.
.....................,>,,. , Yt, ur+ ,,,, , 'dlo?`y
{
.
- - -- .- - r. i -
i
■ i
N
'`
1
PAGE 4
MSU STRESS -11 VERSION 9/89 - -- DATE: 04/19/:2 - -- TIME OF DAY: 15:55:06 '
JOINT FORCE X FORCE Y MOMENT Z
1 0.000 -0.191 0.00
2 0.000 -0.057 0.00
3 -0.266 4.538 0.00
6 -0.270 4.538 0.00 Z
9 0.000 0.211 0.00 Q
10 0.000 0.081 0.00 ' H Z
�w
FREE JOINT DISPLACEMENTS U O
CO 0
W =
JOINT X- DISPLACEMENT Y- DISPLACEMENT ROTATION J F-
4 0.6991 - 0.0115 - 0.0035 WA/
5 0.9220 - 0.0172 - 0.0013 W O
7 0.6991 - 0.0115 - 0.0034
8 0.9219 - 0.0172 - 0.0010 g J
s u. Q
N n
= a
SUPPORT JOINT DISPLACEMENTS F- _
Z1.-
F- O
JOINT X- DISPLACEMENT Y- DISPLACEMENT ROTATION ZI
1 0.6991 0.0000 0.0014 g D
2 0.9220 0.0000 0.0001 Do
3 0.0000 0.0000 - 0.0156 • 0 N
6 0.0000 0.0000 - 0.0157 01-
9 0.6991 0.0000 0.0020 = W
10 0.9219 0.0000 0.0010 I- FU--
U- 0
Z
111
U
H I
O F-
z
,
, ' s vk
t �
rur ;
t -'Y4, :1 i t ,
r4 u , i .
c
( 0 t■ 111.,;4
I 144
1
- - r- - tir_ -N
i
1
-\ ,, "'ti
t
Beam - Column Check
C 3.000x 3.000x 0.105 Fy = 50 ksi
A = 0.818 in2
- Sx = 0.910 in3
Rx = 1.292 in Ry = 1.103 in
` kx = 1.00 ky = 1.00
Stress Factor 1.333 Z
Point P M Lx Ly Pcap Mcap Ratio ~ W
7 4.6 16.2 60.0 49.0 25.82 36.38 62W Q M Q :
8 2.3 7.3 60.0 49.0 25.82 36.38 29W J U
0 0.0 0.0 60.0 49.0 25.82 36.38 OW 0 0
0 0.0 0.0 60.0 49.0 25.82 36.38 OW (O a
0 0.0 0.0 60.0 49.0 25.82 36.38 OW W =
0 0.0 0.0 60.0 49.0 25.82 36.38 0% N 1-
w }
Load Beam Check
. u_ Q
3.75x 2.750x 0.075 Fy = 50 ksi N n
A = 0.926 in2 E = 29,500 E3 ksi Z W
Sx = 0.820 in3 Ix = 1.647 in4 Z =
. _ F-
Length = 96 inches O
Z
W uj
Pallet Load 4500 lbs 2 D
Assume 0.5 pallet load on each beam U N
M= PL /10= 21.60 k -in 0 H
fb = 26.34 ksi Fb = 30 ksi 880 ju
Mcap = 24.60 k -in Z U
32.80 k -in with 1/3 increase I- H
Defl = 0.43 in = L/ 225 - Z
111
w/ 25W added to one pallet load V CO
M = .23 PL = 24.84 k -in 1011 ~ O H .
Z .
i
f
I
4,
;O ..,,
/ `.4 3
t �r ti
�" ik r
y - b1
L 'l "pit„ };as.
,•.. ' _.., ;,::..:.:... .:., .., s'' r..ir':.: >..- ;n:':;.;ixL.;w1='.o '•- ,. _ ai.'vr•''eaur.w " . xw ,Y,.rkp.n.m...o-awv+,•uyu .Yn .Y.l. .,r . .. , <1 t++`M,' Mh`�'f' !� `+!' WM.,r. m!u rrnfrr�, :i tt;, +7b, ''�t1.XMU'.xti:tk SSS114' 5R"..� .+
}
-
i - - . -: _r
•
7
•
Base Plate Design
Column Load 5.9 kips Z
Allowable Soil 1500 psf basic < F-
f- Z
Assume Footing 23.8 in square on side 0: 2
Soil Pressure 1500 psf 6 =
JU
00
u) LLI
Bending: -J _
H
Assume the concrete slab works as a beam that is fixed against rotation Wu.
at the end of the base plate and is free to deflect at the extreme MI I D
edge of the assumed footing, but not free to rotate. 2 _
Mmax = w1A2 /3 N D .
d
Use 4 "square base plate F _
Z1—
. —
w = 10.4 psi 1 = 9.92 in 1-0
Load factor = 1.67 M = 570 # -in W F-
W
5.5 in thick slab f'c = 2500 psi • U ci
s = 5.04 in3 fb = 113 psi O Y
Fb = 5 (phi) (f' e.5) = 163 psi OK ! ! C3 f-
Ww
Shear : I=- U
Beam fv Fir = 31 psi F = 85 psi OK I! ..L.' p
Punching fv = 40 psi FIT = 170 psi OK !! Z
in
o w
Base Plate Bending Use 0.375 " thick O
Z
1 = 1.5 in w = 370 psi
fb = 17755 psi Fb = 27000 psi OK !! .
1 •. E
, #1:;:=404j
A rt
/f I
,,
"
i
�;. t
i1M.Np1 4th r .... A.......rn+.....m.rbarFFrNn .....+Bf.'u,.wow,enwgietr...,.. ..,.. ...,4.aw hMw .,..,w.,.. :.
1
---,. r- -'-
r∎
- - .
i
1
I
F
Calculations for :
I
HANMI,INC d < .
Z • 1... z
TUKWILLA, WA �
04/19/2002 U o
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Loading: 4500 # load levels w =
2 pallet levels @ 54,126 H
Seismic Zone 3 100% Utilization w w0
Ca = 0.36 Cv = 0.54
h � •
96 " Load Beams LL
Uprights: 40 " wide SINGLE ROWS w
C 3.000x 3.000x 0.105 Columns z w
C 1.500x 1.250x 0.075 Braces _ ,
4.00x 7.00x 0.375 Base Plates . _z I.-
t with 2- 0.500in x 3.50in Embed Anchor /Column Z 0
1 3.75x 2.750x 0.075 Load beams w/ 3 -Pin Connector w w
D p .
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I = V
by Ben Riehl r=
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Registered Engineer WA# 21008 W Z
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Cold Formed Channel
Depth 3.000 in Fy = 50 ksi
Flange 3.000 in
Lip 0.750 in
Thickness 0.1050 in COLUMN SECTION Z
R 0.1000 in =
HZ
Blank = 9.82 in wt = 3.5 plf CL u
A = 1.031 in2 6 5
Ix = 1.609 in4 Sx = 1.073 in3 Rx = 1.249 in U O
Iy = 1.258 in4 Sy = 0.731 in3 Ry = 1.105 in ; w 0
a 2.5900 Web w/t 24.6667 j W
a bar 2.8950 Flg w/t 24.6667 -I F.
b 2.5900 x bar 1.2264 N u_
1 b bar 2.8950 m 1.6549 WO
c 0.5450 x0 - 2.8813 • dd
c bar 0.6975 J 0.0038 LL Q
u 0.2395 x web 1.2789 °
gamma 1.0000 x lip 1.7211 2 d
R' 0.1525 h/t 26.5714 H =
Z1
Section Removing: Z O
0.640 inch slot 0.75 inches each side of center on web W Lu
0.375 inch hole 0.87 inches from web in each flange ? Q
A- = 0.213 in2 A' = 0.818 in2
x bar = 1.462 in 0 -
I'x = 1.364 in4 S'x= 0.910 in3 R'x= 1.292 in 0 f-
I'y = 0.994 in4 S'y= 0.625 in3 R'y= 1.103 in = 0
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LL
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Cold Formed Channel ." Z
0 �
Depth 1.500 in Fy = 50 ksi F- F=-
Flange 1.250 in O
Lip 0.000 in . Z
Thickness 0.0750 in BRACE SECTION
R 0.1000 in
Blank = 3.73 in wt = 1.0 plf
A = 0.280 in2 ,
Ix = 0.106 in4 Sx = 0.141 in3 Rx = 0.614 in '
1 Iy = 0.046 in4 Sy = 0.056 in3 Ry = 0.403 in
a 1.1500 Web w/t 15.3333
a bar 1.4250 Flg w/t 14.3333
b 1.0750 x bar 0.3946
b bar 1.2125 m 0.5298
C 0.0000 x0 - 0.9244
c bar 0.0000 J 0.0005 --
u 0.2160 x web 0.4321 -' �� ?' r. - SAY
� � s sn�.t� j � a
gamma 0.0000 x lip 0.8179 .ivi,
'R' 0.1375 h/t 18.0000 "
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BEAM END CONNECTOR
COLUMN MATERIAL THICKNESS = 0.105 IN
LOAD BEAM DEPTH = 3.75 IN
TOP OF BEAM TO TOP OF CONN= 0.000 IN
WELD @ BTM OF BEAM = 0.000 IN Z
LOAD = 4500 LBS PER PAIR Q
CONNECTOR VERTICAL LOAD = 1125 LBS EACH H Z
RIVETS Or W
3 RIVETS @ 2 " oc 0.4375 " DIA A502 -2 D
1st @ 1 "BELOW TOP OF CONNECTOR U O
AREA = 0.150 IN2 EACH Fir = 22.0 KSI
D
Vcap = 3.307 KIPS EACH RIVET CO W
BEARING Fb = 65.0 KSI W H
BRG CAP= 2.986 KIPS EACH RIVET Wu.
TOTAL RIVET VERTICAL CAPACITY = 8.958 KIPS 13' W O
i 2}
CONNECTOR g J
6 " LONG CONNECTOR ANGLE Fy = 50 KSI �-
1.625 " x 3 " x 0.1875 " THICK = a
I- W
S = 0.131 IN3 Mcap = 3.924 K -IN Z H
W/ 1/3 INCREASE = 5.232 K -IN I- O
RIVET MOMENT RESULTANT @ 1.4 IN FROM BTM OF CONN Wf"'
M = PL L = 0.85 IN W
•Pmax = Mcap /L = 6.155 KIPS D D
0- N
RIVET LOAD DIST MOMENT DI-
P1 3.981 3.600 14.333 RIVET OK W1
P2 1.769 1.600 2.831 I- U
P3 0.000 0.000 0.000 LL.
P4 0.000 0.000 0.000 Z
TOTAL 5.751 17.164 CONNECTOR OK U U
I- I
WELDS O F-
0.125 " x 3.750 " FILLET WELD UP OUTSIDE Z
0.125 '! x 2.125 " FILLET WELD UP INSIDE
0.125 " x 1.625 " FILLET WELD UP STEP SIDE
0 " x 1.000 " FILLET WELD STEP BOTTOM
0 " x 2.750 " FILLET WELD ACROSS BOTTOM '
0 " x 1.750 " FILLET WELD ACROSS TOP
USE EFFECTIVE 0.075 " THICK WELD
L = 7.50 IN A = 0.563 IN2
S = 0.352 IN3 Fir = 26.0 KSI
Mcap = 9.14 K -IN W /1/3 INCR= 12.19 K -IN
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In Upright Plane SINGLE ROWS
Seismic Load Distribution
per 1997 UBC Zone 3
Z = 0.30 1.33 Allowable Stress Increase
I = 1.00 R = 4.4 Z
Ca = 0.36 V = (2.5 *Ca *I) /(R *LF) *W
LF = 1.4 F- W
Weight 0 a : g
60 # per level frame weight W
...I C.)
UO
CO O
Columns @ 40 " W = LIJ
J H
i Levels Load WiHi Fi FiHi Column: N u -
(inches) ( #) (k -in) ( #) (k -in) C 3.000x 3.000x 0.105 W O
2
126 4560 575 933 118 • g
i 54 4560 246 400 22 LL Q
i 0 0 0 0 0 KLx = 54 in CO
0 0 0 0 0 KLy = 49 in H W
j 0 0 0 0 0 A= 0.818 in
Z
0 ==== 0 ==== 0 ==== 0 _ -_ 0 Pcap = 26055 lbs • I- 0
Z I-
9120 821 1332 139 Column
31t Stress U 0
Max column load = 8038 # CO
O
Min column load = 1082 # 0 —
2
U
Overturning F"
OTM = 139.1 K -IN X 1.15 = 160.0 K -IN • O
RM = 182.4 K -IN to Z
REQUIRED HOLD DOWN = 0.00 KIPS U N
O
Anchors: Special Inspection(Y or N)? NO . 2 Z
T = 0 No uplift anchors req'd 2
2 0.5 " diameter Hilti -KB II
' 3.5 "embedment in 2000 psi concrete
Tcap = 2333 # Oo Stressed
V = 666 # per leg Vcap = 4907 # = 14' Stressed
COMBINED = 4t Stressed
Braces:
Brace height = 49 "
Brace width = 40 "
Length = 63 "
P = 2107 # t,
Use . C 1.500x 1.250x 0.075 , : . ` Y` ,a l
A = 0.280 in
L/r = 157 ` +' '
Pcap = 2305 # 91t ;r�> i�' #�
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In Upright Plane SINGLE ROWS
Seismic Load Distribution TOP LOAD ONLY
per 1997 UBC Zone 3 Z
Z = 0.30 1.33 Allowable Stress Increase ' S Z
I = 1.00 R = 4.4 ~ W
Ct
Ca = 0.36 V = (2 .5 *Ca *I) / (R *LF) *W 6 =
LF = 1.4 U O
Weight p
60 # per level frame weight . W =
J 1._
CO u.
Columns @ 40 " W O
Levels Load WiHi Fi FiHi Column: g Q
(inches) ( #) (k -in) ( #) (k -in) C 3.000x 3.000x 0.105
126 4560 575 671 85 N d
54 60 3 4 0 1
0 0 0 0 0 KLx = 54 in Z H
0 0 0 0 0 KLy = 49 in 1- O
0 0 0 0 0 A= 0.818 in WI"
0 0• 0 0 0 Pcap = 26055 lbs g D
= = == = = == = = == = = == : o
, 4620 578 675 85 Column p W . •
17'& Stress C] F-
Max column load = 4429 # = W
Min column load = 191 # 1- H
W Z
Overturning U CO
OTM = 84.8 K -IN X 1.15 = 97.5 K -IN p_ ,
RM = 92.4 K- IN Z 1-
REQUIRED HOLD DOWN = 0.13 KIPS
Anchors: Special Inspection(Y or N)? NO 2 '
T = 127 #
2 0.5 " diameter Hilti -KB II 1
3.5 "embedment in 2000 psi concrete
Tcap = 2333 # 5t Stressed <
V = 338 # per leg Vcap = 4907 # = 7t Stressed
COMBINED = 20 Stressed
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Braces:
Brace height = 49 " -
Brace width = 40 " ' '" Y
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Length = 63
it
P = 1067 #
Use : C 1.500x 1.250x 0.075 :
A = 0.280 in m .
L/r = 157 z •
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Pcap = 2305 # 46% a � r � 7
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i PAGE 1
MSU STRESS -11 VERSION 9/89 - -- DATE: 04/19/:2 - -- TIME OF DAY: 15:59:44
INPUT DATA LISTING TO FOLLOW:
Structure Storage Rack in Load Beam Plane 2 Levels
Type Plane Frame Z
Number of Joints 10
• Number of Supports 6 F=- Z
Number of Members 10 C42
Number of Loadings 1 W =
J oint Coordinates U O
1 0.0 54.0 S O U) 2 0.0 126.0 S 4 1 J =
3 49.5 0.0 S 1-
4 49.5 54.0 1 A N O
5 49.5 126.0 i W }}
k 6 148.5 0.0 S ` 2 F-
7 148.5 54.0 LL Q
8 148.5 126.0 N d
9 198.0 54.0 S
10 198.0 126.0 S M l/ iL
H
Joint Releases Z
3 Moment Z
6 Moment Z Z H
1 Force X Moment Z j 0
2 Force X Moment Z U
9 Force X Moment Z .O CO
10 Force X Moment Z 0 0 H,
Member Incidences H U
1 1 4
2 2 5 u" O .
3 3 4 Z
to
4 4 5 U = ;
5 6 7 I-:
6 7 8 O .._
Z
7 4 7 .
8 7 9
9 5 8
10 8 10
I Member Properties
1 Thru 2 Prismatic Ax 0.926 Ay 0.648 Iz 1.647
3 Thru 6 Prismatic Ax 0.818 Ay 0.409 Iz 1.364
7 Thru 10 Prismatic Ax 0.926 Ay 0.648 Iz 1.647
Constants E 29000. All G 12000. All
Tabulate All
Loading Dead + Live + Seismic
Joint Loads
4 Force Y -2.28
5 Force Y -2.28 '`,'
7 Force Y -2.28 1 ~`
8 Force Y -2.28 '' "
4 Force X 0.087 • ' s i
1: 1) ,
sir,
'. •
174,111 i
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PAGE 2
MSU STRESS -11 VERSION 9/89 - -- DATE: 04/191:2 - -- TIME OF DAY: 15:59:44
5 Force X 0.201 .
7 Force X 0.087
8 Force X 0.201 '
Solve
PROBLEM CORRECTLY SPECIFIED, EXECUTION TO PROCEED Z
= I —
1 I--, W
CC
2
Seismic Analysis per 1997 TJBC V Q
_ CO W
wi di widi2 fi fidi J I
# in # u) u.
4560 0.5877 1575 174 102.3 97 174 j 0 ,
i 4560 0.9369 4003 402 376.6 225 402
O 0.0000 o 0 0.0 o o g :J
O 0.0000 0 0 0.0 0 0 LL D
O -±'
0.0000 0 0 0.0 0 0 co d
s 0 0.0000 0 0 0.0 0 0 I"' W _
, Z F.
9120 5578 576 478.9 576 Z O
g = 32.2 ft /sec2 T = 1.090857 sec UJLu
I = 1.00 2 _ '
Cv = 0.54 V min = .11 *Ca *I *W = 0.0396 W U 0
R = 5.6 V = (Cv *I) /(R *LF *T) *W O N
LF = 1.4 V = ' 0.063 W C:11-
= 576 # 100t W W
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Z
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PAGE 3
MSU STRESS -11 VERSION 9/89 - -- DATE: 04/19/:2 -- - OF DAY: 15:59:44
Structure Storage Rack in Load Beam Plane 2 Levels
Z
Loading Dead + Live + Seismic 1....Z
CL JU
MEMBER FORCES N 0
WI
J F"
MEMBER JOINT AXIAL FORCE SHEAR FORCE MOMENT CO LL
1 1 0.000 -0.209 0.00 W 0
1 4 0.000 0.209 -10.32 g F-
2 2 0.000 -0.075 0.00 LL a"
2 5 0.000 0.075 -3.69 N D
3 3 4.540 0.286 0.00 = W
3 4 -4.540 . -0.286 15.44 Z H
4 4 2.269 0.192 5.71 .
4 5 -2.269 -0.192 8.09 Z O
0
5 6 4.540 0.290 0.00 W W
j 5 7 -4.540 -0.290 15.67 j D
6 7 2.269 0.210 6.27 U
6 8 -2.269 -0.210 8.88 O N
7 4 -0.007 -0.218 -10.82 F-
7 7 0.007 0.218 -10.72 I U
j 8 7 0.000 -0.227 - 11.22-
8 9 0.000 0.227 0.00 ��,,x/� ��N LL' O
9 5 0.009 -0.086 -4.39 ' i `� T LLj Z
9 8 -0.009 0.086 -4.09 O W
10 8 0.000 -0.097 -4.79
P
0'
10 10 0.000 0.097 0.00 Z
APPLIED JOINT LOADS, FREE JOINTS
E
JOINT FORCE X FORCE Y MOMENT Z
4 0.087 -2.280 0.00
5 0.201 -2.280 0.00
7 0.087 -2.280 0.00
8 0.201 -2.280 0.00
REACTIONS,APPLIED LOADS SUPPORT JOINTS
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PAGE 4
MSU STRESS -11 VERSION 9/89 - -- DATE: 04/19/:2 - -- TIME OF DAY: 15:59:44 •
i JOINT FORCE X FORCE Y MOMENT Z
1 0.000 -0.209 0.00
2 0.000 -0.075 0.00
3 -0.286 4.540 0.00
6 -0.290 4.540 0.00 Z
9 0.000 0.227 0.00 Q
• 10 0.000 0. 097 0.00 = Z
FREE JOINT DISPLACEMENTS U O
N 0
COW
JOINT X- DISPLACEMENT Y- DISPLACEMENT ROTATION J H
4 0.5877 - 0.0103 - 0.0038 U) l�
5 0.9369 - 0.0172 - 0.0016 al F -
7 0.5878 - 0.0103 - 0.0037
8 0.9368 - 0.0172 - 0.0013 2 J g
=d
SUPPORT JOINT DISPLACEMENTS F- _ •
? F.
F- O
JOINT X- D Y- D ROTAT Z H ILI ? 1 0.5877 0.0000 0.0015 ? Q :.
2 0.9369 0.0000 0.0003 V
I 3 0.0000 0.0000 - 0.0143 O ( ;
6 0.0000 0.0000 - 0.0144 0 F'
9 0.5878 0.0000 0.0021 = = U1
10 0.9368 0.0000 0.0012 H
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Beam - Column Check
C 3.000x 3.000x 0.105 Fy = 50 ksi
• A = 0.818 in2
, Sx = 0.910 in3
Rx = 1.292 in Ry = 1.103 in
kx = 1.00 ky = 1.00
ff
Stress Factor 1.333 Z
,_
Point P M Lx Ly Pcap Mcap Ratio UJ
7 4.6 15.7 54.0 49.0 26.05 36.38 61% 4
8 2.3 8.9 72.0 49.0 24.66 36.38 34% J V
0 0.0 0. 0 72.0 49.0 24.66 36.38 0% U 0
0 0.0 0.0 72.0 49.0 24.66 36.38 0% W =
0 0.0 0.0 72.0 49.0 24.66 36.38 0% W
0 0.0 0.0 72.0 49.0 24.66 36.38 0% LL
�
Load Beam Check
3.75x 2.750x 0.075 Fy = 50 ksi N d
• 1 A = 0.926 in2 E = 29,500 E3 ksi = W
Sx = 0.820 in3 Ix = 1.647 in4 F- Z
Length = 96 inches Z O
Pallet Load 4500 lbs 2 D
Assume 0.5 pallet load on each beam O CO
M= PL /10= 21.60 k -in ,• 0 F „
fb = 26.34 ksi Fb = 30 ksi 88% W
. Mcap = 24.60 k -in = U
32.80 k -in with 1/3 increase LL H
Deft = 0.43 in = L/ 225 - Z
w/ 25% added to one pallet load H
M = .23 PL = 24.84 k -in 101% 01
Z
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Base Plate Design
Column Load 6.0 kips _
Allowable Soil 1500 psf basic
H .
Assume Footing 24.1 in square on side re W
Soil Pressure 1500 psf j
J U
0
U 0
N W
Bending: LIJ H
Assume the concrete slab works as a beam that is fixed against rotation OIL
at the end of the base plate and is free to deflect at the extreme W 0
edge of the assumed footing, but not free to rotate. 22
Mmax = w1"2 /3
s'
Use 4 "square base plate 1_- _
Z__ 1-.
w = 10.4 psi 1 = 10.03 in f_ O
Load factor = 1.67 M = 583 # -in Z F'
UJ
5.5 in thick slab f'c = 2500 psi
• Dp
s = 5.04 in3 fb = 116 psi U
O 52
Fb = 5(phi)(f'c _. 163 psi OK !! 0 F-
LU
W '
Shear : H U
Beam fv = 32 psi Fv = 85 psi OK !! ti ~O
Punching fv = 41 psi Fv = 170 psi OK ! ! l.. Z
UC
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Base Plate Bending Use 0.375 " thick O
1 = 1.5 in w = 377 psi Z
fb = 18085 psi Fb = 27000 psi OK ! !
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GUMMI
f.,,,,, N I < <, 1 „ FILE COP(
Tenant: Hanmi, Inc. .1 z
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Location: 730 Andover Park East _10
Tukwila, WA 98188 v o
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w=
i Notes: w o
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1. All rack manufactured to RMI and/or MHI standards and N a
specifications. i_ _
2. Soil and slab: . Z I'
Soil: 1500 PSF z 0
Slab: 5 1/2" thick, 2,500 PSI g uj
3. Rack configuration, certification, and anchoring per Currie, Reihl, and v o
Associates. o - .
4. Sprinkler system per WSRB Report #46 -2921 w W
I Existing Coverage: .39GPM/4,500 Square Feet. ' . 0
Commodity: Non Encapsulated Grocery Items "—' z
(Foodstuffs only) v
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z
RECEIVED 1
CITY OF TUKWILA
APR 22 2002 ,
PERMIT CENTER tQ,,,
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STORAGE & MATERIAL HANDLING SPECIALISTS i'
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1033 6th Ave, S, Seattle, WA 98134 1206 N.E. 146th St. Suite D, Vancouver, WA 98685 ":.,,
Ph: 206/682.6596 • Fax 206/682 -4995 Ph: 360/576-0595 • Fax: 360/576 -0592 4
www.eng- prod- inc.com 1
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�:,,t W I� High Warehouse - 2 - File No. 46 -2921
•
MIN 72,500 square feet ground and total.
Engineered Products, Inc.
1033 6 Avenue South
Seattle, WA 98134 -1305
Phone:\] )102 -6596 Six -inch reinforced concrete tilt -up panels with exposed metal welding clips.
Fax: (206) 682 -4995
Z
ROOF Composition on' -inch plywood deck on 2 x 4 -inch stiffeners on 4 x 16 -inch wood purlins 1.- w
on 5 x 25 -inch and 7 x 43 -inch laminated wood beams on 6 -inch unprotected steel pipe re
columns. -J 0
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FLOORS Concrete on ground. -J f
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INTERIOR Plasterboard on wood stud partitions in offices and between occupancies. Acoustical tile M
FINISH suspended ceilings in offices. Paper reflective insulation installed below roof deck. u-
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CONCEALED Area above offices is open to warehouse. 1.-
SPACES z 0
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OCCUPANCY F. B. Connelly — No. 720 — 20,800 square feet. Distribution warehouse for household 0 H
appliances. Storage of appliances in cardboard boxes on floor in blocks to 12 feet in w w
height. (12 blocks, 8 x 45 ft. ea.). Storage of small metal and plastic parts in cardboard = 0
boxes in solid wood shelved metal racks to 8 feet in height. (9 racks, 4 x 20 ft. ea.). u~,. 0
Adequate aisle space is maintained. "No Smoking" signs are not posted in storage area. w z co
Waterbed Warehouse — No. 730 — 15,150 square feet. Waterbed distribution 0
warehouse. Storage of plastic and metal waterbed accessories in cardboard boxes on z
floor in blocks (12 x 14 ft. ea.) to 12 feet in height and in double row solid shelved wooden
racks (8 racks, 6 x 20 ft. ea.) to 13 feet in height. Storage of pressboard in sheets of ' ,
various sizes (approximately 800 sq. ft area) on skids on floor to 12 feet in height. Minor
cutting using 1 table saw. "No Smoking" signs are posted and rule is apparently enforced.
Brass Bell — No. 770 — 16,600 square feet. Furniture distribution warehouse. Storage of
mattresses in plastic wrapping and sofas in double row solid wood shelved metal racks (2
rows, 12 x 145 ft. ea.; 1 row, 15 x 35 ft.) to 14 feet in height. Storage of metal bed frames
in cardboard boxes and uncrated wood furniture in solid wood shelved wooden racks (2
rows, 5 x 145 ft. ea.) to 10 feet in height. Other storage of upholstered chairs in individual •
cardboard boxes on floor to 11 feet in height. Aisle space of 7 feet. Minor furniture repair
using hand tools only Occasional spray finishing using regular lacquer paint in sprinklered " ' " �
open sided all metal spray booth. Storage of 60 cans of aerosol paint, 6 one gallon cans of :: *' ,,,
Class III paints and 2 gallons of Class I liquid in 1 gallon unapproved containers in all � °`" :
wood storage cabinets. Approved rag cans are not provided. "No Smoking" signs are not , :.; > , - „
posted. ak` .
Auto World — No 790 — 19,950 square feet. Leased storage for privately owned vintage aa:- r `.
}
cars. No servicing or flammable liquid storage. "No Smoking” signs are posted and rule is
apparently enforced. , :: A.`,
Heat for warehouse areas provided by gas -fired overhead units with labeled metal `B ": w�� '= °� ;+
ThY19:i:, c u'....'r.. . n'•::k+t °.:.;cta).u '+p • ; ,i ''.hS'1#i fii` 4'7,''!' . Y s•Qu , :l'., ;, ".s•,,..;:i,;.w a. .... ... .Kk.a.......,... .............. �.. ... ,... - r. _ y . .-,.. . , ... ,.... i, , , _ + . a 69`.1S
. . ...... ..... .- :...... N .. +e ; :`?'� ?. " «yR• :t;!" Pty
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- = �' � 1 ock High Warehouse - 3 - File No. 46 -2921
3 6th Avenue South through Engineered Products, Inc.
10 33 6 A v ents th h roof installed in contact with combustible construction. Electric baseboard
10 So
Seattle, WA 98134 -1305 heat in offices. .
Phone: (206) 682-6596
Fax: (206) 682 -4995
z
EXPOSURES Building is located in established commercial warehousing area.
• NORTH — Concrete tilt -up wall is exposed by concrete tilt -up wall of sprinered one '
kl w
story joisted masonry metal fabrication shop at distance of 30 feet. Vehicle parking at re j
south and west sides of building. v v
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FIRE ALARM SERVICE — Local alarm by outside water motor gong. Alarm test was not i_
PROTECTION witnessed by WSRB since no one was available to conduct the test. Waterflow alarm and w O
gate valve supervisory signals are monitored by a listed central station in Seattle with 2
` annual frequency of maintenance and testing. ga -
u-¢
INSIDE MANUAL FIRE PROTECTION - Inadequate supply of portable = '
extinguishers. Extinguishers in Section No. 730 are not accessible due to obstruction from Z z
stock storage. P/2 -inch hose connections with 75 feet of hose supplied by overhead • 1- 0
sprinkler piping provided in each section. Exterior wall hydrant with two 2/2 -inch hose w ♦-
connections supplied by overhead sprinkler piping. ? o
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PUBLIC FIRE PROTECTION - Class 4 grading Class 4 at risk. Six hydrants within o -
• 300 feet; 8 additional hydrants within 750 feet. Fire station within %2- mile over paved w W
streets. I- S2
u-
SPRINKLER PROTECTION Two 8 -inch wet pipe systems protect approximately w z co
98% of the building areas. Unsprinklered areas consist of two recessed canopies (10 x 50 0
I
ft. ea.), three dock recesses (5 x 25 ft. ea.), four covered stairways to outside (5 x 18 O 1—
ft.ea.), and raised wood ramp (10 x 16 ft.). Equipment in warehouse areas installed in Z
1973 using 17 /32 -inch orifice 160 F. sprinklers. System is hydraulically designed to provide .
a density of .39 gpm over 4,500 square feet. Contractor's calculations indicate demand at
base of riser of 3,143 gpm at 54 psi. Sprinkler equipment in offices installed in accordance i
with ordinary pipe schedule. Sprinkler piping in unheated loading dock may be subject to
freezing during periods of cold weather. Some "U" hook hangers are not wrapped around .
piping at end of branch lines. Paper reflective insulation is not adequately secured to
prevent sagging and obstruction of sprinklers.
WATER SUPPLY — Single 10 -inch connection through unmetered detector type check
valve to 12 -inch circulating public main in Andover Park East. Flow test conducted in the •
vicinity in 1972 indicated static pressure of 118 psi reduced to 55 psi with T250 gpm 4 . : . ;
flowing. Pressure reducing valve settings were adjusted in August 1985 to allow increase .. ,,tn�
of 5 psi in water system. Two -inch drain test was not witnessed by WSRB since no one z:: „',t
was available to conduct the test. Gauge on riser indicated static pressure of 145 psi; . 111,014:
system control valves were observed in the open position and monitored. Water supply t J , ; Y ,. ,
valve in pit in open position, not secured or monitored. ;:' V
SPRINKLER LEAKAGE — Some stock storage on floor. Waterflow alarm signals are ' ''''i , `` x i
monitored by a listed central station in Seattle with annual frequency of maintenance and ,,, ,1 ,:,,'
testing.
T<tp„..^••.....^......•' ., .< . .. ” 91k"D1R ,,,. §vo,k.w.,mtm 7,t e ,..,"vr,,,,,!! 4".-,,ti:' M." ,4:,,v..„.,4„.„,,.._ttM"a# ,,,,bfiif..;,., ..iy:uwtr •.w.r {.' N ;l�.,.�;'.::+` ittt..ywr.
,e+�..' ^(*
".. itT. 4Rl! i' 1' 3� ','�`�f,��`YV.'�_.R�:'4Na,�*!i: t.,. •,�..,i^•; *: ti:
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(Mt'.r
IIMEEM
7) � oc High Warehouse - 4 - File No. 46 -2921
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7) g
Englne , §nc. The following comments relate to some of the conditions which affect rates or could
1033 at l e, WA 98134-1305 Avenue ou
Seattle, affect future rates. They are not made as property loss prevention or life safety •
S
Phone: (206) 682 -6596 recommendations and none are made.
Fax: (206) 682 -4995
Z
86 -1. Sprinklers have not been installed in areas needing protection as specified by
NFPA 13. w
86 -2. The sprinkler piping is not protected from freezing as specified by NFPA 13. 6 0
0
86 -3. Hangers for sprinkler piping are not installed as specified by NFPA 13. W =
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86 -4. Tests of the two -inch drain and water motor gong were not witnessed. co w
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a.
M. P. NOVASIO =
Field Representative h- _
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MECHANICAL GRADING of sprinkler equipment based on Bureau Rating Guidelines 0
j is indicated in the following table. 0 2
Deficiencies Points H v .
Adequacy of Water Supply: �- p
Reliability of Water Supply: 20 i z
Backflow Check Valve Device: v
Dry Pipe System: z
Control Valves:
Equipment Deficiencies: 4
Structural and Occupancy Conditions: 12 5
Maintenance: 5 ! S
Nonsprinklered Areas: 10 ,
Exposures:
MECHANICAL GRADE I 49
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14 to it,
r rr�a!m�e*r n r �s*�ucrs .nu .: ,. swrM o ,40.rua ��;!i�;*4,4414rsa;w r rr ; M.: rMN...„•- :..,.....�..>.- ..�.r,.,....,,
..., '•... 'iri:e.i: . ,. ,r. .: ;. a . i a t `iGx•timtli:W7� a�i!!dG' ,rcv � 1. RB' `•. .
,
®r SPRINKLERED PROPERTY REI - ORT
- _ _ WASHINGT SURVEYING AND RATING BUREAU AS
2003 Western Avenue, Suite 300
Seattle, Washington 98121 -2190
En sneered Products, Inc.
103 TaANlit4A6b{i2lis for the sole purpose of evaluating physical conditions as to their relative effect upon fire insurance rates. It is not to be construed
Se pWgnAla344,3951pon the question as to whether 'due care' has been exercised with respect to possible liability for personal injury or damage to
Ph nleaP /200) 089‘05011ed that correctable hazards which could cause or contribute to loss may still exist and need not be identified or commented upon.
Fax: (alb) b132 -4995
z
NARRATIVE REPORT
FILE NO. 46 -2921 A -1986 INSPECTION: February 19, 1986 1- w
IDENTIFICATION d 0
fn 0
RISK Risk No. 044666 w =
Andover Dock High Warehouse J I-
720 -90 Andover Park East w 0
Tukwila, Washington 98188 EL
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. CHANGES Since the last Reinspection Report No. A -1977, dated February 3, 1977, numerous z w
changes in occupancy have occurred. See Occupancy Block of Details Section. A new Z H '
office area (19 x 24 ft.) has been added in Section 730 with pendent sprinklers installed . - O
off of existing sprinkler system to protect area below new acoustical tile suspended w t--
ceiling. Waterflow alarm and gate valve supervisory signals are now monitored by a listed o
j
1 central station in Seattle with annual frequency of maintenance and testing. 0 to
a 1--
W ' L i
SUPERSEDING Superseding all previous reports. t=- 0
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' FREQUENCY This roe is not on S rinklered Property Report Service. v co
Q property rtY P p rtY P H H
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GRADE MECHANICAL GRADING of sprinkler equipment based on Bureau Rating Guidelines
is 49 points. See Grading Table at end of Report for details.
S
OWNER Don Koll. .
•
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OCCUPANT Tenant warehousing. See Occupancy Block of Details Section.
DETAILS '
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CONSTRUCTION Construction Class 2, joisted masonry
,'r::,,,,,I'S ,,,‘';,'
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AGE Built in 1973. °) t�.4>'ls
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HEIGHT 1 =2 stories, no basement or roof space; 26 feet in height. °'j =
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• " MINNESOTA STATE DEPARTMENT OF PUBLIC SAFETY
:: � e � State Fire Marshal Division
I , r S 444 Cedar Street, Suite 145, St. Paul, Minnesota 55101 -5145
` * Phone: 651/215-0500 FAX: 651/215-0525 TTY: 651/282/6555
P Internet: http://www.dps.state.mn.us z
4 %F.Nos = Z
HIGH PILED STORAGE FIRE PROTECTION INFORMATION SHEET CC
Alcohol &
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Enforcelment This fact sheet will help you:
• Classify high -piled combustible storage w co 0
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Bureau • Determine if sprinkler protection is required w o
Apprehension • Determine if smoke and heat venting is necessary 2
Capitol Security ii. Q
Crime Victim
SECTION 1— INTRODUCTION co d
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Services I— ,
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This fire safety information sheet is based on the 1998 Minnesota Uniform Fire 1—
Driver & Vehicle F- O
Services Code (MUFC) and the 1998 State Building Code (SBC). It contains a summary of W
the major rules relating to required fire protection systems that apply to high -piled 2 D
Emergency combustible stora a as defined in the 1998 MUFC: o
Management / g p N
Emergency 0 1—
Response High -Piled Combustible Storage is storage of combustible materials in closely " w
Commission 2 U
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packed piles or combustible materials on pallets, in racks or on shelves where the '
�';; .'ua..2y.i. .. ...a It ro.c ::s:a X t1+t]M1..Mj.+N+.SS i`+. 4. %.::. iYi •].• +.4+F1'AS.t•n "'c5•.t..v ..... «'".u.,..a.. .. _; a .. + + :; 4F."* "' M.: a': t,? ^iPC,.•' ^irNnv,:.. ^:..:.q'J':7')'. ... . } . ^.S: F.^ . .+ ,r . {
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. SFMD Fact Sheet INS -FACT 1919 -13
November 1, 1999
Page 2 of 14
Both the MUFC and SBC have additional requirements for issues such as egress, building
construction, interior finish, building size, etc. The applicable documents should be consulted
for complete requirements since these items are not covered here. More information is
available from the Minnesota State Fire Marshal Division at (651) 215 -0500. You can also
email questions to firecode @state.mn.us or check our web page at Q
www.dps.state.mn.us /fmarshal for the latest information on fire in Minnesota. ' . w
SECTION 2 — CLASSIFY THE COMMODITY 0
00
N O
The first step in evaluating what fire protection systems are required for high -piled storage is to J
determine the commodity classification for the storage. In reviewing hundreds of sprinkler system u) u _
plans a year, the State Fire Marshal Division finds that an incorrect or nonconservative commodity w 0
` classification is one of the most frequent errors associated with sprinkler system design. 2
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2.1 High- hazard commodities co d
Special fire protection problems are created by the storage of high- hazard commodities. From 1_ i
MUFC (98) Section 8101.4.1.6, some examples include: . z I-
■ Zo
• Aerosols, Level 3 (see Article 88) • Paper, asphalt, rolled (vertical or horizontal)
• Alcoholic beverages, exceeding 80 percent • Paper and pulp, rolled, in vertical storage v a
alcohol, in bottles or cartons (unbanded or without approved wrap) o o D-
• Commodities of any class in plastic containers • Pillows, foamed rubber and foamed plastics W w
in carousel storage • Plastics, most group A (such as ABS, acetal, x v
• Class I commodities are essentially noncombustible products on wooden or f
ENV mmis
nonexpanded polyethylene solid deck pallets. Commodities can be in ordinary p.' ; z,,
corrugated cartons with or without single thickness dividers or in ordinary paper ;: ;:: i, a >'
wrappings with or without pallets."'ti'
• Class II commodities are Class I products (noncombustible) in slatted wooden '� "" '�`
crates, solid wooden boxes, or multiple- thickness paperboard cartons with or without ,,
pallets. }, ,r ±; :. '
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SFMD Fact Sheet INS -FACT 19u9-13
November 1, 1999
'. Page 3 of 14
• Class III commodities are commodities of wood, paper, natural fiber cloth with or
without pallets.
• Class IV commodities are Class I, II or III products containing Group A plastics in Z
ordinary corrugated cartons with or without pallets. It also includes Class I, II and III , 11
products with Group A plastic packaging in the range of 10 -15% by weight or 10- ,� w
. 25% by volume. To determine the exact classification, use MUFC (98) Figure D
81 -A, reprinted on the next page. _I o •
co • Plastic commodities are divided into three groups; Group A (highest hazard), Group i
' B, and Group C (lowest hazard). If the hazard of the plastic is unknown, a Group A co u .
weight unexpanded plastic and no expanded plastics would also be a high hazard (group A w� ,:�:,: rff.
plastic) commodity T°c�° :;
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1
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SFMD Fact Sheet INS -FACT 1999 -13
November 1, 1999
Page 4 of 14
30 9
Classify as
high-hazard
commodity
0 25 _ / •
a m F— Z
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20 6 W =
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-. 15 = CO 0
Class as o U) W
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3 10 ' commodity .. - 3 CO LL .
n '� 0 w O
2
o. 5 Classify ;, j; ;; = V. <
as Class
I, II or III z ' A
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0 commodity , ay -: i_ ' 0 I— W
0 5 10 15 20 25 • ? H
I— 0
Percent by Weight of Unexpanded Plastic4 W F–
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FIGURE 8101.4-A.—MIXED COMMODITIES1,2 U U)
(See Section 8101.4.3) 0 _
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Percent by volume = Volume of plastic in pallet load = w
Total volume of pallet load, including pallet F- F
1"-
Percent by weight = Weight of plastic in pallet load j
Total weight of pallet load, including pallet 0 F-
Z
It is not appropriate to convert percent by weight unexpanded and percent by volume expanded
plastic for the purpose apparently reducing the hazard of a commodity to lower the required level
of sprinkler protection. 0
For additional guidance on the storage of multiple classes of commodities, see the 1998 edition .
of NFPA 231C. Although not enforceable, the newer NFPA standards for storage have addressed .
the growing number of severe fires that have resulted because the sprinkler protection was not
designed for the highest hazard commodity stored. Exception 1 to Section 2 -1.1.2 of NFPA 231C
(1998) covers mixed commodities:
Up to 10 pallet loads of a higher hazard commodity shall be permitted to be present in an
area that does not exceed 40, 000 square feet. The higher hazard commodity shall be a
randomly dispersed with no adjacent loads in any direction (including the diagonal
direction). If the ceiling protection is based on Class I or Class II commodities, the x ''
permitted number of pallet loads for "''
p p o Class IV or Group A plastics shall be reduced to �t,�,y,.
five.
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SFMD Fact Sheet INS -FACT 1999 -13
November 1, 1999
Page 5of14
2.4 Flammable and combustible liquids and aerosol containers
Flammable and combustible liquids in all types of containers, including aerosols require detailed
review for proper protection. Any time these types of materials are stored in any quantity, and .
especially when mixed with other types of storage, expert advice should be obtained. Usually
only very small quantities of flammable and combustible liquids are allowed to be stored before a
the MUFC requires some type of fire suppression system. w
SECTION 3 — FIRE PROTECTION REQUIREMENTS - o
N Q
Fire protection for high piled combustible storage is addressed in MUFC (98) Section 8102.2 and w =
is summarized below in Table 1. Pay particular attention to the requirements for sprinkler w
protection. For class I -IV commodities, an automatic extinguishing system is required for over w 0
2,500 square feet of storage, although there is one option for nonpublic accessible buildings that .
would allow up to 12,000 square feet of storage (an alarm system and smoke control are . Q
required). For high hazard commodities, an automatic extinguishing system is required for over N d '
• 500 square feet of storage, although there is one option for nonpublic accessible buildings that Z i
would allow up to 2,500 square feet of storage (an alarm system and smoke control are required). • — ).
Z o
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SFMD Fact Sheet INS -FACT 1999 -13
November 1, 1999
Page 6 of 14
TABLE 1: SUMMARY OF FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS
COM SIZE OF HIGH- ALL STORAGE AREAS SOLID -PILED STORAGE, SHELF •
MODITY PILED STORAGE AND PALLETIZED
CLASS STORAGE STORAGE
AREA' Z
(square feet) Fire- Fire- Building Smoke and Maximum Maximum Maximum • _
extinguishing detecti Access Heat Pile Dimen- Permissible Pile Volume 1— Z
System on Removal sion (feet) Storage (cubic feet) re 2
System Height (feet) 6 D
I -Iv 0 - 500 NR' NR NR NR NR NR NR 0 0
to 0
501 -2,500 NR' Yes NR NR 100 40 100,000 co =
2,501- 12,000 Yes NR NR NR 100 40 400,000 J 1.-
U) u„,
Public accessible O
2,501- 12,000 Yes NR NR NR 100 40 400,000 2
Nonpublic J
accessible
(Option 1) CO D
2,501- 12,000 NR' Yes Yes Yes 100 30 200,000 = W
Nonpublic F _ in
accessible • ? I—
(Option 2) I— O
Z I-
12,001- 20,000 Yes NR Yes Yes 100 40 400,000 W W
20,001- 500,000 Yes NR Yes Yes 100 40 400,000 U m
Greater than Yes NR Yes Yes 100 40 400,000
500,0006 O ?
High 0 -500 NR' NR NR NR 50 NR NR W H
Hazard 501 -2,500 Yes NR NR NR 50 30 75,000 Z U
Public accessible I— r---
501 -2,500 Yes NR NR NR 50 30 75,000 — 0
Nonpublic Z
accessible U W
(Option 1) h- H
501 -2,500 NR' Yes Yes Yes 50 20 50,000 Z
Nonpublic
accessible
(Option 2) — — — _
2,501- 300,000 Yes NR Yes Yes 50 30 75,000
300,001- Yes NR Yes Yes 50 30 75,000
500,000
NR = Not required.
'When fire sprinklers are required for reasons other than Article 81, the portion of the sprinkler system protecting the high -piled
storage area shall be designed and installed in accordance with Sections 8103 and 8104.
2 For aisles, see Section 8102.10.
3 Piles shall be separated by aisles complying with Section 8102.10.
4 For storage in excess of the height indicated, special fire protection shall be provided in accordance with Footnote 8 when
required by the chief. See also Articles 79 and 88 for special limitations for flammable and combustible liquids and aerosols.
S Section 902.2 shall apply for fire apparatus access. ',, ,
Curtain boards shall be installed as required by the Building Code. See UBC Section 906. ` .
7 For storage exceeding 30 feet (914 mm) in height, Option 1 shall be used.
Special fire- protection provisions such as, but not limited to, fire protection of exposed steel columns; increased sprinkler , :: w Y .f
density; additional in -rack sprinklers without associated reductions In ceiling sprinkler density; or additional fire department hose a � ^ , , - 1
connections shall be provided when required by the chief.
Nigh-piled storage areas shall not exceed 500, 000 square feet (46 451.5 m A two -hour area separation wall shall be used to : '' t?xg•"
z pia,.
divide high -piled storage exceeding 500, 000 square feet (45 951.5 m) in area. i 9,;,4,,4,; ;;?i,;0;
,.;, , ,
%,> „ 4 , ...: , , ..
f :; ff, t 1 , :t . w ,
Wart
4 4:99 <�
VOtufitairm ' .. ... .. .... • • 4,44, 4444.444.44,4, +•..44,4 P' am, .. • t}5N+`',,,t2},,,,' i' Ce:`} rsi.. fvaY+.-: llzt n- ertt:'. i Rt�mi .. ?S' , 11t X:Hi •, +'X(i.Y9:"x� .•^„fiF. •btu v
xj” it , Y,) M'. ^tP9t Pk!r :i xh.h...c,..«.r.+. :r.,K. ., •r..n...,- ur.,
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downward momentum to the sprinkler spray that water drops can reach the seat of the fire, to LL
i virtually suppressing it. Lij 0
5 ' As shown in the figure below for a double row rack, transverse flue spaces run in the direction of u_ a
�
pallet loading and occur at rack uprights or side to side between pallets. Longitudinal flue spaces N d
run the length of the array and are perpendicular to the direction of pallet loading. The 1- _ ,
. longitudinal flue space separates pallets front to back and can easily be blocked when pallet . ? F-
loads are loaded too far back into the storage array. w o
, u - n" n - P onventional llot I, I I, I
J
i Commodity •••••• — — 0
For . 1.1 � !-
ThJEiUL tion View r I�IIII Z
.
�� End View
Longitudinal
Possible transverse flue spaces g
flue space
1
-o-
Longitudinal
- L � flue space
—fl- -a -o- ' Rows of storage
Plan View,
Developments in sprinkler design have allowed storage well above 20 feet to be protected with '
ceiling only sprinkler protection. For water to reach burning commodity located within the array,
adequate sized flue spaces must be provided as required by MUFC (98) Section 8104.3. Table 2 'i'k.
on the next details t he minimum flue size for single, double and multi -row racks based on k�
( page) g ill: rS
MUFC (98) Table 8104.3 -A. When the minimum flue spaces are not provided, then installation ;ell:
of in -rack sprinklers at every tier is usually the only option as outlined in the last column of -.7 ;rza?,;
Table 2. ( a 3 =,:,,�: .
nC J�+Y''+f / / 3'i
r1 1.,
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• SFMD Fact Sheet INS -FACT 1999 -13
November 1, 1999
Page 8 of 14
TABLE 2: REQUIRED FLUE SPACES FOR RACK STORAGE
RACK FIRE SPINKLER PROTECTION SPRINKLER AT THE CEILING WITH OR IN -RACK
CONFIGUR- , WITHOUT MINIMUM IN -RACK SPRINKLERS Z
ATION SPINKLERS AT EVERY
TIER :I W
STORAGE HEIGHT <25 FEET >25 FEET ANY HEIGHT re 6
OPTION — 1 OPTION 2 J U
Single -Row Transverse Size 3 inch NA 3 inch NR U 0
Rack Flue S Vertically Aligned NR NA Yes NA U) MI
Longitudinal Flue Space NR NA NR NR J H
Double -Row Transverse Size 6 inch' 3inch 3 inch NR N LL
Rack Flue Space Vertically Aligned NR NR Yes NA 2
Longitudinal Flue Space NR 6 inch 6 inch NR g J •
Multi -Row Transverse Size 6 inch NA 6 inch NR I
Rack Flue Space Vertically Aligned NR NA Yes NA I Cy
Longitudinal Flue Space NR NA NR NR Z =
?NR means "not required." NA means "not applicable." W O
2 Random variations are allowed, provided that the configuration does not obstruct water penetration. g D
This option is not allowed with ESFR sprinkler protection. U 0
ON
When required, longitudinal flue spaces must be provided down the entire length of the array, ° ~
High density racking may create situations where the backs of pallet loads but up against each 1 v
other, blocking the longitudinal flue space. In this case, either in -rack sprinklers are necessary, or u. o
some type of permanent fixed stop must be installed on the racking to prevent pushing pallets w Z
together. co co
P.
Transverse flue spaces are usually provided at the rack uprights, although this space can become Z
blocked with structural elements used to support the rack. The required transverse flue space .
need not be provided in one continuous opening, but instead is measured as the sum total of the
provided openings. For example, a 4" wide rack upright is provided that creates a transverse flue \
space, although this area also contains a 1" structural member that runs horizontally down the
center. Since two 1 1/2" openings are created, the total transverse flue space is considered to be 3" •
wide (sum total of all openings). When the space at the rack uprights is obstructed, the transverse
flue could also be provided between pallet loads.
When vertically alignment of flue spaces is required, permanent pallet guides or stops are .
typically necessary to keep these spaces open.
4.2 Racks with Shelving That Can Restrict the Passage of Water e, ;;" ' .<" '•
Additional support for pallet loads or cartoned commodities is often proved by including shelves ��
or other forms of material handling surfaces such as slats, mesh, or rates. Unfortunately, shelves el
also restrict the flow of sprinkler water to burning fuel. When provided with approved flue 11'.
ss . � .?
spaces, shelves, slats or grates with openings not more than 6 inches apart comprising at least ...� ,tc,,' . > „
50% of the overall shelf area are treated as racks without shelves.
4.7::',:'Y?
Racks with solid shelving (and shelving not meeting the opening size requirements above) ,
having an area greater than 32 square feet between flue spaces on all four sides shall have O: < -J,
; :v
CO,
."ISr.KY5.4.2G:Cll.LS... h F J ... rrr. +:n: .,,, -� . ,. a .. ....... ..... _. ..... ... ......,..,.. ......
-
SFMD Fact Sheet INS -FACT 1999 -13
November 1, 1999
' Page 9 of 14
I
sprinkler protection installed as for solid shelves [MUFC (98) Section 8104.2.3.1]. Basically, this
requires sprinklers at every tier within the array.
4.3 Steel Column Protection
Columns shall be protected according to MUFC (98) Standards 81 -1 and 81 -2. Based on full
scale testing of sprinkler protected rack storage, in some cases structural steel reached ' z
• temperatures leading to failure. In these cases, MUFC (98) Standards 81 -1 and 81 -2 require 6
additional sprinkler protection for structural steel members. 6
0 0
0
W = .
SECTION 5 — SUMMARY -J t-
• u
When reviewing the fire protection requirements for a storage facility, the following points 2 . •
should be considered: g
u)
• First classify the commodity. Use the information in Section 6 of this fact sheet as a 1.11
guide, but if a commodity is not listed, do not guess. Contact the State Fire Marshal z 1 •
.
Division for assistance. z o
ww
• Use Table 81 -A in the 1998 MUFC for fire protection requirements. n 0 •
o •
• For materials stored in racks, assure that adequate flue spaces are maintained to allow w w
sprink water to penetrate the storage array. v
L 0
•
Watch for obstructions such as solid shelves or slats. Also watch for grates that allow ui co
products or cartons to obstruct flue spaces. p � '
0
r �
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• SFMD Fact Sheet INS -FACT 1999 -13
November 1, 1999
Page 10 of 14
SECTION 6 - EXAMPLE COMMODITY CLASSIFICATIONS
Notes given in () are found at the end
Aerosols (See MUFC (98) Article 88) Filled noncombustible liquids
Cartoned or uncartoned — Glass, cartoned Class I Z
— Level 1 Class III — Plastic, cartoned
' z
— Level 2 Class IV [less than 5 gal (18.9 L)] Class I
F.
■
- Level 3 High haz — Plastic, open or solid plastic Group A tii
Alcoholic Beverages crates (3) D
Cartoned or uncartoned — Plastic, PET Class I -J U
O
— Up to 20 percent alcohol in metal, Class I Boxes, Crates co o
glass, or ceramic containers — Empty, wood, solid walls Class II u) ILI
— Up to 20 percent alcohol in wood Class II — Empty, wood, slatted (4) Outside of -J I-
■ containers scope w 0
i — Exceeding 20 percent alcohol Class IV Bread W
but less than 80 percent alcohol, in Wrapped, cartoned Class III 2
cans or bottles in cartons Butter u.
— Exceeding 80 percent alcohol, High haz Whipped spread Class III to a •
in cans or bottles in cartons In plastic containers High haz = w
Ammunition Candles Z H
Small arms, shotgun Packaged, cartoned
— Packaged, cartoned Class IV — Treat as expanded plastic Group A 1-- O
Appliances, Major (e.g., stoves, refrigerators) Candy w
— Not packaged, no appreciable Class I Packaged, cartoned Class III D C
plastic exterior trim Canned Foods p N to
— Corrugated, cartoned, (no Class II In ordinary cartons Class I CI '—
appreciable plastic trim) Cans = W
Baked Goods Metal I—
I=
Cookies, cakes, pies — Empty Class I u_ 0
— Frozen, packaged in cartons (1) Class II Carpet Tiles t ij Z
— Packaged in cartons Class III Cartoned Group A U
Batteries Cartons ~O I—
Dry cells (nonlithium or similar Corrugated Z
exotic metals) — Unassembled (neat piles) Class III
— Packaged in cartons Class I — Partially assembled Class IV
— Blister - packed in cartons Class II Wax coated, single walled Group A
Automobile Cement 1 '
— Filled (2) Class I Bagged Class I
Truck or larger Ceramics (no plastic or foam packaging) Class I .
— Empty or filled (2) Group A With plastic or foam packaging, see
Beans Dried MUFC (98) Figure 8101.4 -A
— Packaged, cartoned Class III Cereals
Bottles, Jars Packaged, cartoned Class III
Empty, cartoned Charcoal
— Glass Class I Bagged
— Plastic PET (polyethylene Class IV — Standard Class III :• ;,iti - :
terephthalate) Cheese Yt .
Filled noncombustible powders — Packaged, cartoned Class III ,
— Plastic PET Class II — Wheels, cartoned Class III ..,4,;
— Glass, cartoned Class I Chewing Gum ' 'i4
— Plastic, cartoned [less than 1 gal Class IV Packaged, cartoned Class III ' ,.,,xY "
• (3.8 L)] Chocolate ,
— Plastic, uncartoned (other than Group A Packaged, cartoned Class III : � . ,,,, :�,
.4%0
PET), any size Cloth
— Plastic, cartoned or exposed Group A Cartoned and not cartoned {
[greater than 1 gal (3.8 L — Natural fiber, viscose Class III • 5k ` ` * :
— Plastic, solid plastic crates Group A — Synthetic (5) Class IV , t ,
— Plastic, open plastic crates Group A ` "�''`
� r .a. .., n..,...�s:.,cr:::ra ai. 4'fs41!au�!: . i'ttlrLr • S:.e'• ,p..m' C14Sh'tfiVt N:" i'6F.YYL�fq�"MPaMri - iaW:._.i .,.„ f'l:dltl ' ' trP. lfit+ 7Tury1#: T% F," fiwx ^ri'?'M+M1•N�'C+.u.+FriFarxMn . rtntnFwrr. anw•.• ...........•— ,•- ...,.•- ••...• —•
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SFMD Fact Sheet INS -FACT 1999 -13
November 1, 1999
Page 11 of 14
,
Cocoa Products
Packaged, cartoned Class III Furniture
Coffee Wood
— Canned, cartoned Class I — No plastic coverings or foam
— Packaged, cartoned Class III plastic cushioning Class III
Coffee Beans — With plastic coverings Class IV Z
Bagged Class III — With foam plastic cushioning Group A . 1
Cork, baled Class III Glass (no plastic or foam packaging) Class I W
Cotton With plastic or foam packaging, see 6 m
— Packaged, cartoned Class III MUFC (98) Figure 8101.4 -A U O
Diapers Glycol p
— Cotton, linen Class III Metal cans Class I uu) w
— Disposable with plastics and Class IV Combustible containers <25% Class III -J H
nonwoven fabric (in cartons) Combustible containers 25 % -50% Class IV N LL.
— Disposable with plastics and Group A Combustible containers > 50% High haz w 0
nonwoven fabric (uncartoned), Grains (Packaged in cartons) Q 2 .
plastic wrapped — Barley Class III LL Q
Dairy products in nonwax- coated Class I — Rice Class III N D
containers (excluding bottles) — Oats Class III Z
W
Butter in plastic containers High haz Gypsum board Class I Z H
Dried Foods Ice Cream Class I •
Packaged, cartoned Class III Inert, noncombustible materials in Class I Z O-
Dry insecticides Class I noncombustible packaging al w
Feed, bagged Class III Insulation D p
Fertilizers Noncombustible Class I 0 w
Bagged Fiberglass Paper- backed rolls Class IV 0 1-
— Phosphates Class I bagged or unbagged w w '
— Nitrates Class II Leather Goods Class III H H
Fiberboard, combustible Class III Leather Hides u- p
Fiberglass Insulation Baled Class II ili z
— Paper- backed rolls, bagged or Class IV Light bulbs U N
unbagged Incandescent or fluorescent in cartons Class II i H
File Cabinets Light Fixtures Z
Metal Nonplastic
— Cardboard box or shroud Class I — Cartoned Class II ,
Fish or Fish Products Lighters
Frozen Butane i
— Nonwaxed, nonplastic packaging Class I — Blister - packed, cartoned Group A
•
— Waxed -paper containers, cartoned Class II — Loose in large containers Outside '
— Boxed or barreled Class II (Level 3 aerosol) of scope
— Plastic trays, cartoned Class III Linoleum products Class IV
Canned Liquids
— Cartoned Class I Noncombustible in plastic containers Class I
Foods having less than a 5 gallon capacity
Noncombustible containers Class I Noncombustible in plastic containers Class III
Combustible containers Class II having a capacity of more than 5 gallons
Plastic containers Class III Liquor
Frozen Foods 100 proof or less; 1 gal (3.8L) or less,
Nonwaxed, nonplastic packaging Class I cartoned , . : �rf�.�h,', ." 6
Waxed -paper containers, cartoned Class II — Glass (palletized) (6) Class IV - , r y .,
u+fi�
Plastic trays Class III — Plastic bottles Class IV r # '` c.;. *'
Fruit Lumber Class III yaw?
Fresh Marble 4 " •f' ``
— Nonplastic trays or containers Class I Artificial sinks, countertops
:.:66 ` ?+` — With wood spacers Class I — Cartoned, crated Class II '' i
kia.
C gook: \p.
J ?... i J�. ... 1t..'• n i, .✓ : W'i i u <. ..a: ' iii+ FiS' �s' o'a.i,21:tL:kitk: V.SCS1`+'Y.w.t'MtNF%+D4tlAdtK1' t' ,,,,,, tM. ,n. ✓.. _,. *.. e.. nn + + «v ,.,..«. . «... -. ......,...
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• SFMD Fact Sheet INS -FACT 1999 -13
November 1, 1999
Page 12 of 14
Margarine Paper, Waste baled Class III
- Up to 50 percent oil (in paper or Class III Paper, Waxed
plastic containers) Packaged in cartons Class IV '
- Bulk Class I - 35 -mm in metal film cartridges Class III W
- 1-oz to 2 -oz (29.6 -m1 to 59.1 -m1) Class IV of less than 5 gal (18.9 L) capacity U 2
glass, cartoned - Noncombustible liquids or Class II p I-
- 1-oz to 2 -oz (29.6 -m1 to 59.1 -m1) Group A semiliquids (such as ketchup) in Z
plastic bottles, cartoned plastic containers with nominal wall
' Nuts thickness of 1/4 in. (6.4 mm) or less '
- Canned, cartoned Class I and larger than 5 gal (18.9 L)
- Packaged, cartoned Class III capacity k
- Bagged Class III - Noncombustible liquids or Group A
( Paints semiliquids (such as ketchup) in •
Friction -top cans, cartoned plastic containers with nominal wall
- Water -based (latex) Class I thickness greater than 1/4 in. (6.4
- Oil -based Class IV mm) and larger than 5 gal (18.9 L)
Pallets, idle combustible High haz capacity
Paper Products Plywood Class III . .
- Books, magazines, stationery, Class III Polyurethane
plastic- coated paper food containers, Cartoned or uncartoned expanded Group A
newspapers, cardboard games, or Poultry Products fwtat
cartoned tissue products - Canned, cartoned Class I `:
f . .. �Mf3 r
- Tissue products, uncartoned and Group A - Frozen, nonwaxed, nonplastic Class I :; ,,,,�f
plastic wrapped plastics containers iw,
Paper, Rolled - Frozen (on paper or expanded Class II .1 x
Asphalt, rolled High haz plastic trays) • 1 /14- 1 .1.. , .1 a
In racks or on side Powders (ordinary combustibles — 100;
- Medium or heavyweight Class III free flowing) „� ,
In racks In paper bags (e.g. flour, sugar) Class II ' ' F "" � ''
— Lightweight Class IV Proxylin High haz : 'At , r .
Paper, rolled in vertical storage without High haz 4 Ft` {
approved wrap
x.
+ .. ................ ..�..,_....._,... .. .. .....»»,... .- ... ....,.- Nhw*«.r,+nax+.Mwrea : r`! irNri;+:! N±?ikri'"•?kt?.�'?'.Hrz:+B'p!,g
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•
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- SFMD Fact Sheet INS -FACT 1999 -13
November 1, 1999
Page 13 of 14
PVA (polyvinyl alcohol) Resins Rayon and nylon
Bagged Class IV — Baled fiber Class IV
PVC (polyvinyl chloride) — Thread, yarn on wood or paper Class IV .
— Flexible (e.g., cable jackets, Class III spools
plasticized sheets) — Fabrics Class IV
— Rigid (e.g., pipe, pipe fittings) Class III — Thread, yarn on plastic spools Group A 1 Z
— Bagged resins Class III Tires, rubber High haz
Rags Tobacco Products Ce 6
Baled In paperboard cartons . Class III D
— Natural fibers Class III Transformers -J 0
— Synthetic fibers Class IV Dry and oil filled Class I u) p
Rubber Vegetables in noncombustible containers Class I u) W
iti
— Natural, blocks in cartons Class IV Vegetable oil in plastic containers High haz H
— Synthetic Group A Vinyl- Coated Fabric N u_
— Tires High haz Cartoned Group A w O
Rugs, foamed back Class IV Vinyl Floor Coverings
Salt — Tiles in cartons Class IV g n
u.. a
— Bagged Class I — Rolled Group A co d
— Packaged, cartoned Class II Wax- Coated Paper I W
Shingles Cups, plates Z I
— Asphalt - coated fiberglass Class IV — Boxed or packaged inside cartons Class IV O
— Asphalt- impregnated felt Class IV (emphasis on packaging) z (—
Shock Absorbers — Loose inside large cartons Group A w
— Metal dust cover Class II Wax U p
— Plastic dust cover Class III Paraffin, blocks, cartoned Group A O D• ,
Signatures Wire 0 -
Books, magazines — Bare wire on metal spools on Class I = w
— Solid array on pallet Class II wood skids I- H
Skis — Bare wire on wood or cardboard Class II O •
— Wood Class III spools on wood skids ell Z
— Foam core Class IV — Bare wire on metal, wood, or Class II U N
Stuffed Toys cardboard spools in cardboard ~ O -
• Foam or synthetic Group A boxes on wood skids z
Sugar, bagged Class III — Single- or multiple -layer Class II
Syrup PVC - covered wire on metal . •
— Drummed (metal containers) Class I spools on wood skids '
— Barreled, wood Class II — Insulated (PVC) cable on large Class II !
Textiles wood or metal spools on
Natural fiber clothing or textile Class III wood skids ,
products — Bare wire on plastic spools in Class IV
Synthetics (except rayon and nylon) cardboard boxes on wood skids
50/50 blend or less — Single- or multiple -layer Class IV
— Thread, yarn on wood or paper Class III PVC - covered wire on plastic
spools spools in cardboard boxes on
— Fabrics Class III wood skids
— Thread, yarn on plastic spools Class IV — Single, multiple, or power cables Class IV , ..„ ::„,
— Baled fiber Group A (PVC) on large plastic spools r= . NJ
Synthetics (except rayon and nylon) — Bulk storage of empty plastic Group A
greater than 50/50 blend spools
— Thread, yarn on wood or paper Class IV ''
'
spools ,�,,., vr'
— Fabrics Class IV ' ,. , ,
— Baled fiber Group A 5 c s
— Thread, yarn on plastic spools Group A i r °�`
4. H ,. .'',.':1...,'
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--ter W
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t - SFMD Fact Sheet INS -FACT 1999 -13
i November 1, 1999
Page 14 of 14
Wood Products
- Baled Class III
- Solid piles — lumber, plywood, Class II .
particleboard, pressboard .
(smooth ends and edges) Z
- Spools (empty) Class III <
- Toothpicks, clothespins, hangers Class III :H Z
in cartons . rt w
- Doors, windows, wood cabinets, Class III u� =
=
and furniture U
1 Yarn - Patterns Class IV N p
co w
I Natural fiber Class III -J 1-
Synthetic or nonviscose Class IV co u_
1 wO
it 2
il
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g1
0
Notes: i
1 (1) The product is presumed to be in a plastic- coated Z H
package in a corrugated carton. If packaged in a metal
. E- p
foil, it can be considered Class I. w F-
(2) Most batteries have a polypropylene case and, if 2 D
I stored empty, should be treated as a Group A plastic. v to
i Truck batteries, even where filled, should be considered 0 to
a Group A plastic because of their thicker walls. H •
(3) As the openings in plastic crates become larger, the = UJ •
product behaves more like a Class III commodity. H
j Conversely, as the openings become smaller, the — Z
i product behaves more like a plastic. U
i (4) These items should be treated as idle pallets. _
(5) Tests clearly indicate that a synthetic or synthetic p F-
blend is considered greater than Class III. Z
(6) Where liquor is stored in glass containers in racks, it
should be considered a Class III commodity; where it is •
palletized, it should be considered a Class IV •
commodity. I
.
p' s
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a
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34ILA, 1,
O i s City of Tukivila Steven M. Mullet, Mayor
', cn ` ig _ : Department of Community Development Steve Lancaster Director
z
October 3, 2002 Z
Jesse Swanson U 0
1 033 6th Avenue South
Seattle, WA 98134 0
W=
1 RE: Permit Application No. D02 -105 _I
i 730 Andover Park East
I w
i i Dear Permit Holder: 2 Q
u_a
In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila N D
Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the = a
Building Official under the provisions of this code shall expire by limitation and become null and void if the 1 - _
i building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if Z 1-
{ the building or work authorized by such permit is suspended or abandoned at any time after the work is Z 0
commenced for a period of 180 days.
Based on the above, you are hereby advised to: U 0
u)
• Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final 0 1-
inspection. w w
S
U .
This inspection is intended to determine if substantial work has been accomplished since issuance of the permit _ ~
u
or last inspection; or if the project should be considered abandoned. Z
w
If such determination is made, the Building Code does allow. the Building Official to approve.;a one -time U
extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why 0 F
circumstances beyond the applicants control have prevented action from being taken. Z
In the event you do not call for the above inspection or request and receive an extension prior to November 25, 5 .
2002, your permit will become null and void and any further work on the project will require a new permit and .
associated fees.
( Thank you for your cooperation in this matter. .
Sincerely, '
. Cam ..„ ,46 , p� c --
1 Stefania pencer
Permit Technician •
Xc: Permit File No. 002-105 � "}}�,u�,, tai
�Fa !
I Bob Benedicto, Building Official , 'tee M�J:� .
0
,
Ki'
r
fix. , , :04L , ,:1
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 . 1 c*'A� , I
. 'w„
, ..
i
. 1
; vp4
O r City of o Tukwila Steven M. Mullet, Mayor
tiv\ �:: 2 = Department of Community Development Steve Lancaster, Director
fit' ...........
April 24, 2002
W
Jesse Swanson
1033 6th Ave S 6 0
Seattle, WA 98034 U O
W =.
J
RE: CORRECTION LETTER #1 w O
Development Permit Application Number D02 -105
Hanmi, Inc. g5
730 Andover Pk E
Dear Mr. Swanson: F' w
z F-
0
This letter is to inform you of corrections that must be addressed before your development permit can be w w
approved. All correction requests from each department must be addressed at the same time and 2
j reflected on your drawings. I have enclosed comments from the Fire Department. At this time, the v N
Building Department has no comments. O p � , .
w w
Please address the attached comments in an itemized format with applicable revised plans, 1
specifications, and /or other documentation. The City requires that two (2) complete sets of revised - 0
' ? plans, specifications and /or other documentation be resubmitted with the appropriate revision tii
block. 1= H
O
In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have Z
enclosed one for your convenience. Corrections /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 (206) 431 -3684.
Sincerely,
. g /,►
{ Kathryn A. Stetson
Permit Technician
encl , t V,,; 4
xc: File No. D02- 105
4‘
,„4 •
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6% , 4 f'
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c + +i�l "
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665
- - .-
4
.. +
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D02 -105 DATE: 5 -03 -02 a
PROJECT NAME: HANMI, INC. z
SITE ADDRESS: 730 ANDOVER PARK EAST w re
Original Plan Submittal Response to Incomplete Letter # _., v 0
• c
XX Response to Correction Letter # 1 Revision # After Permit Is Issued w =
J I—
I CO u_
w
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2
DEPARTMENTS: Q
•
Building Division 1=1 Fire �� eention 0 Planning Division ❑ Cl) a
csei
w
Public Works El Struc ural ` Z ] Permit Coordinator ~ _
Z1--
I— O
Z I—
w
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 5-07 -02 2 • 0
Complete V Incomplete ❑ Not Applicable 1:1 0 H
Comments: w • w
H F-
w 0
Permit Center Use Only I j j Z
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: H H
D epartments determined incomplete: Bldg 1:1 Fire ❑ Ping ❑ PW ❑ Staff Initials: Z
TUES /THURS ROU
Please Route [V Structural Review Required ❑ No further Review Required ❑ '
REVIEWER'S INITIALS: DATE: -
APPROVALS OR CORRECTIONS: DUE DATE: 6-04 -02
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ACTIVITY NUMBER: D02 - 105 DATE: 04 -22 -02 .
PROJECT NAME: Hanmi Inc. Pat le tracks a
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SITE ADDRESS: 730 Andover Pk E , re w
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Original Plan Submittal Response to Incomplete Letter # U 00
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Please Route Structural Review Required n No further Review Required n •
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 05-21 -02
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ACTIVITY NUMBER: D02 -105 DATE: 5 -03 -02 '
PROJECT NAME,: HANMI, INC. a
SITE ADDRESS: 730 ANDOVER PARK EAST re W
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TUES /THURS ROUTING:
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REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 6-04-02
Approved ❑ Approved with Conditions Not Approved (attach comments) ❑
Notation: <;;v,
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ACTIVITY NUMBER: D02 -105 DATE: 04 -22 -02 `
PROJECT NAME: Hanmi Inc. Pallet Ba cks Q
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SITE ADDRESS: 730 Andover Pk E w
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TUES /THURS ROUTING:
Please Route n Structural Review Required n No further Review Required Al -
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REVIEWER'S INITIALS: k'- DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 05-21-02 •
Approved ❑ Approved with Conditions Z1 Not Approved (attach comments) n ' .
Notation: 'i ?
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PERMIT NO.: w` [t:5 �. TENANT NAME: a,Av `—.
BUILDING PERMITS
INSPECTIONS CONDITIONS
❑ I Progress Inspection Status X- 1.0001 No changes will be made to the plans unless approved -
❑ 2 Pre - construction ✓ by the Engineer and the Tukwila Building Division
❑ 3 Investigation ❑ 10002 ........ Plumbing permits shall be obtained through King Co Z
❑ 4 OK to Occupy ❑ 10003 Electrical permits obtained through L & I <
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10004 All mechanical work shall be under separate permit ❑ 5 Remove Stop Work Order P p
10005 All permits, insp records & approved plans available �
❑ 6 Follow -up 10006 ........ All structural concrete shall be special inspected P P PP P
❑ 7 Pre -Move Inspection ❑ LLl
❑ 50 WSEC Residential ❑ 10007 All structural welding shall be done by WABO certified J U
❑ 60 WA Ventilation/Indoor AQC inspector 0 O
❑ 70 NLEA Inspection/Modular Struct ❑ 10008 All high- strength bolting shall be special inspected U) 0
❑ 71 Mobile Home Tie Down Insp ❑ 10009 Bolts installed in concrete shall be special inspected CO W
❑ 72 Marriage Lines ❑ 10010 When special inspection is required...notify Tukwila -I 1-
O 90 Resteel Building Division SQ u-
❑ 95 Footing Drains ❑ 1001 1 The special inspector shall submit a final signed report W 0
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ACTIVITY NUMBER: D02 - 105 DATE: 04 - -
PROJECT NAME: Hanmi Inc. Palle Racks z
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SITE ADDRESS: 730 Andover Pk E re Lij
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REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 05-21 -02
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' � I � ' » � ' City of Tukwila
II '41 ia St; Department of Community Development - Permit Center
(t:i o - 6300 Southcenter Blvd, Suite 100
N .. t il1�� i Tukwila, WA 98188
'',, »• » »• »..•'' (206)431 -3670
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Project Name: lly /yi , y /n� co
P roject Address: 2 3 i c/cn %�- A _ . K E 0 F -
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, Contact Person:- S ,e 5 D-,-i Pho Nu mber: 2 6 6SZ 6 S ?6, i v
Summary of Revision: R $2 . 1 i ; 'S.e - � t r' .)--7 5 1-7.9 5 L &-„(J ,2.o c.,, `r� W Z
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REGISTERED AS 'PROVIDED BY LAW AS co u.,
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EFFECTIVE DATE. . 04/12/1999 i
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Balance Due: $ 53 5-100
Need Current Contractor Registration Card: Yes ❑ No
Need to Enter Contractor Information in Sierra: Yes ❑ No
jesse swanson
Scale: 1/4"-----1' —0"
8'
Partial Pallets
12' -10"
.40' x4
x34'H
:PALLET
•
1/
40'x4
x34'H
PALLET'
MMEMMME
AihrAv .47
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I x48'D
x52'H
(PALLET
40'W
x48'D
x52'H
PALLET
40'W
x48'D
x52'H
PALLET
f
10'
5'
4 8'
Partial Pallets
14' 13' -6”
P'reezer
Total Freezer Height= 192"
Freezer Ceiling: (14 ")
Sprinkler Heads (6 ")
Load to Sprinkler: (18 ")
USABLE HEIGHT: 154"
140' x48' 40' x48'
x38'H x38'H
'PALLET PALLET
MI_ INNENIMOM
/ / / / / / / / / / / /// . // // / / / / / / / / / / /// ,'
3
40'W
x48'D
x52'H
PALLET
II
40'W
x48'D
x52'H
PALLED
1 11
Cooler
10'
5'
Total Freezer Height= 192"
Cooler Ceiling: (7 ")
Sprinkler Heads (6 ")
Load to Sprinkler: (18 ")
USABLE HEIGHT: 161"
14'
18'
8' -�►'
1 40'W 40'W
x48'D x48'D
x64'H x64'H
!PALLET PALLET
40'W
x48'D
x64'H
PALLET
40'W
x48'D
x64'H
PALLET
40'W
x48'D
x46'H
15` -4"
10' -6"
4' -E"
Main
Warehouse
Total Ceiling Height: 20' -7" clear min.
Sprinkler Heads (6 ")
Load to Sprinkler: (18 ")
USABLE HEIGHT: 18' -7"
Main
Entrance
Loading Dock
(Covered)
Office Exit
Notes:
No Curtain Board
No Smoke Vents
All racks designed
for 40"W x 48"
pallet and 6"
flue spaces at all
walls and back to
back locations.
Hose Bib
Main
Warehouse
Freezer
Hose Bib
Cooler
Fire
Exit
Scale:
DERMA CENTS,
CORREC' _iN
DRAWINGS PREPARED FOR
DRAWN BY.
JS
SCALE.
i
DATE:
4 -22 -02
JOB NO:
101
CHECKED BY:
SHEET NO.
OF 2 SHEETS
103'
Main
Entry
Fire Ex it
Sprinkler
Main
Loading Dock
(Covered)
Lazy Boy, unit }720
Main
Entrance
J
Loading Dock
(Covered)
Office J Exit
7
24'
Notes:
No Curtain Board
No Smoke Vents
All racks designed
for 40"W x 48"
pallet and 6"
flue spaces at all Main
walls and back to Warehouse
back locations.
Hose Bib
16' -1'
Cooler
7' -6
32'
9'-3'
10' -1o'
Bose Bib
1' -2'
f --8' -1
40'
7
Fir4
Exit
' -3'
23' -1j' - --7t' 10' -4'
10'
•
203'
168' -11'
1
4
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MAY 0 2 2002
PERMIT CENTER
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