HomeMy WebLinkAboutPermit D04-065 - TUFF SHED - STORAGE RACKS'PUFF SHED
17500 WEST VALLEY HI'
D04 -065
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City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Parcel No.: 2523049033
Address: 17500 WEST VALLEY HY TUKW
Suite No:
DEVELOPMENT PERMIT
Permit Number D04 -065
Issue Date: 03/10/2004
Permit Expires On: 09/06/2004
Tenant:
Name: TUFF SHED INC
Address: 17500 WEST VALLEY HY, TUKWILA WA
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
Contractoi
ALCO INVESTMENT COMPANY
PO BOX 3546, SEATTLE WA
DAVE 13EDNARIK
17500 WEST VALLEY HY, TUKWILA WA
TUFF SHED INC
8939 SOUTH 190TH STREET, #D, KENT, WA
- License No: TUFFSI *038RZ
Phone:
Phone: 425 - 251 -8833
Phone:
Expiration Date: 07/01/2005
DESCRIPTION OF WORK:
INSTALL 8 BAYS OF PALLET RACK. INSTALL 8 BAYS OF CANTILEVER RACK.
Value of Construction:
$ $0.00
Type of Fire Protection:
0
Type of Construction:
RACKS
Public Works Activities:
Channelization / Striping:
N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant:
N
Flood Control Zone:
N
Hauling:
N
Land Altering:
N
Landscape Irrigation:
N
Moving Oversize Load:
N
Sanitary Side Sewer:
N
Sewer Main Extension:
N
Storm Drainage:
N
Street Use:
N
Water Main Extension: N
Water Meter: N
Fees Collected: $188.06
Uniform Building Code Edition: 1997
Occupancy per UBC: 0025
Number:
0
Size (Inches):
0
Start Time:
End Time:
Volumes:
Cut 0 c.y.
Fill 0 c.y.
Start Time:
End Time:
Private:
N
Public:
N
Profit:
N
Non - Profit:
N
Private:
N
Public:
N
doc: Devperm D04 -065 Printed: 03 -10 -2004
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X City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
'Permit Center Authorized Signature: �'�����`° ,— �c Date:
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and
ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws
regulating construction or the performance of work. I am authorized to sign and obtain this development permit.
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Signature: C Date: 3>1 n q
Print Name: �'(` a Q o-67;C
This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is
suspended or abandoned for a period of 180 days from the last inspection.
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Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
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Parcel No.: 2523049033 Permit Number D04 -065
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Address: 17500 WEST VALLEY HY TUKW Status: ISSUED
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Suite No: Applied Date: 02/18/2004
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Tenant: TUFF SHED INC Issue Date: 03/10/2004
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1: ** *BUILDING DEPARTMENT CONDITIONS * **
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2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division.
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3: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any
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construction. These documents are to be maintained and available until final inspection approval is granted.
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4: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997
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j Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition).
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5: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be
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construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any
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other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this
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code shall be valid.
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6: ** *FIRE DEPARTMENT CONDITIONS * **
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7: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following
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concerns:
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8: Maintain fire extinguisher coverage throughout.
9: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5)
10: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible
route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1)
11: When two or more exits from a story are required, exit signs shall be installed at the required exits and where
otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2)
12: The color and design of lettering, arrows and other symbols on exit signs shall be in high contrast with their
background. Words on the sign shall be block letters 6 inches in height with a stroke of not less than 3/4 inch. (UBC
1003.2.8.3)
13: Maintian sprinkler coverage per N.F.P.A, 13. Addition /relocation of walls, closets or partitions may require relocating
and /or adding sprinkler heads.
14: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions
and under overhangs greater than four feet wide. (NFPA 13- 4- 5,5,3.1)
15: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and
approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler
systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk
doc: Conditions D04 -065 Printed: 03 -10 -2004
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f � e sm s Ci of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal
to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance
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#1901)
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16: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance
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#1900 and #1901)
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17: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70)
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18: In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space
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between loads or at rack uprights shall be maintained. (NFPA 13)
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19: Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 13)
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20: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following
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methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall
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sprinklers at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila
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Fire Prevention Bureau. (NFPA 13)
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21: Racks designed for high -piled storage must comply with section 2207 of the Uniform Building Code. Please contact the
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Tukwila Building Department for details pertaining to design and installation standards.
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22: Nominal 6" transverse flue spaces between loads and at rack uprights shall be maintained in single row, double row and
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multiple row racks. Random variations in the width of flue spaces or in their vertical alignment shall be permitted.
(NFPA 231c 4 -3.1)
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23: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed
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description of intended use.
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24: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
25: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
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.
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws
regulating construction or the performance of work.
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Print Name:
Date: 3 h o ( b q
doc: Conditions D04 -065 Printed: 03 -10 -2004
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!u: w, CITY OF TUMILA"
i y Community Development department
o Public Works Department
Permit Center
1908 6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
Site
Tenant Name: v r
Name:
Mailing Address:
E -Mail Address:
Company Name:
Mailing Address: d
Suite Number: Floor:
New Tenant: .... Yes (] ..No
Day Telephone: u V IP71 - - 0 - b - 5 �7
Lyni I ?I g a*
City State Zip
Fax Number: Z - ql q
2MATION
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City _ State q Zip
Contact Person: O OW Day Telephoner j ��'
E -Mail Address: Fax Number: �I -LEI - 121
Contractor Registration Number: DASI x o�)g�� Expiration Date: •4�' yZ OZ �6
* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance **
-ARCHITECT „OFD RECORD .L All plans. must be wet stamped by Archrtect'of Record
Company Name:_
Mailing Address:
Contact Person:
E -Mail Address:
City
Day Telephone:
Fax Number:
ENGINEER OF RECORD:Ail planimust be wet stamped by Engineer of Record,.
Company Name:
Mailing Address:
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Contact Person:
E -Mail Address:
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\applications \permit application (3.2003)
3/2003
Page 1
City
Day Telephone:
Fax Number:
State Zip
State
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Scope of Work (please provide detailed information):
FINANCE INFORMATION
Fire Line Size at Property Line
❑ ... Water ❑ ... Sewer
Monthly Service Billing to:
Number of Public Fire Hydrant(s)
(]...Sewage Treatment
Name: Day Telephone:
Mailing Address:
City State Zip
Water Meter Refund/Billing:
Day Telephone:
Mailing Address:
City State Zip
\applications \permit application (3.2003)
3/2003
Page 3
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Call before you Dig: 1- 800 - 424 -5555
Please refer to,Public Works Bulletin #Ifor.fees and estimate sheet:_ �.
i Water District
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' ❑ ...Tukwila ❑... Water District # 125
❑ .. Highline ❑ ...Renton
❑ ... Water Availability Provided
Sewer District
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❑...Tukwila ❑.. Va1Vue
❑ .. Renton ❑ ... Seattle !.
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❑ ...Sewer Use Certificate ❑... Sewer Availability Provided
❑ .. Approved Septic Plans Provided
❑ ...Septic System - For onsite septic system, provide 2 copies of a
current septic design approval by King County Health Department.
Submitted with Application (mark boxes which apply):
❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ")
❑...Technical Information Report (Storm Drainage)
❑ .. Geotechnical Report ❑...Traffic Impact Analysis
... Bond ❑ .. Insurance ❑ .. Easement(s)
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❑ .. Maintenance Agreement(s) ... Hold Harmless
Proposed Activities (mark boxes that apply):
❑ ...Right -of -way Use - Nonprofit for less than 72 hours
❑ .. Right -of -way Use - Profit for less than 72 hours
! ❑ ...Right -of -way Use - No Disturbance
❑ .. Right -of -way Use — Potential Disturbance i
❑ ...Construction/Excavation/Fill - Right -of -way
i Non Right -of -way
i ❑ ...Total Cut cubic yards
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❑ .. Work in Flood Zone
❑ ...Total Fill cubic yards
❑ .. Storm Drainage
❑ ..:Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ! '
❑ ...Cap or Remove Utilities ❑ .. Curb Cut
❑ .. Channelization
❑ ...Frontage Improvements ❑ .. Pavement Cut
❑ .. Trench Excavation
❑ ...Traffic Control ❑ .. Looped Fire Line
❑ .. Utility Undergrounding
❑ ...Backflow Prevention - Fire Protection "
Irrigation "
{ Domestic Water
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❑ ...Permanent Water Meter Size... WO#
❑ ...Temporary Water Meter Size.. WO#
❑ ...Water Only Meter Size............ WO#
❑ ...Deduct Water Meter Size........ "
❑ ...Sewer Main Extension ............ Public Private
❑ ... Water Main Extension ............. Public Private
FINANCE INFORMATION
Fire Line Size at Property Line
❑ ... Water ❑ ... Sewer
Monthly Service Billing to:
Number of Public Fire Hydrant(s)
(]...Sewage Treatment
Name: Day Telephone:
Mailing Address:
City State Zip
Water Meter Refund/Billing:
Day Telephone:
Mailing Address:
City State Zip
\applications \permit application (3.2003)
3/2003
Page 3
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valuation of Project (contractor's bid price): $
Scope of Work (please provide detailed inform
Will there be new rack storage? E] ..Yes �No
If "yes ", see Handout No. for requirements.
Provide All Building Areas in'Square Footage Below
PLANNING DIVISION:
Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑.. Sprinklers ❑ ..Automatic Fire Alarm ❑ ..None ❑ . Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ ..No
If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets.
lapplicationApennit application (3.2003)
312003
Page 2
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BUILDING PERMIT INFORM ION'- 206- 431 - 3670
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, MECHANICAL.PERMIT IN. I'O.wiATION.' 206431- 3670`1 T
MECHANICAL CONTRACTOR INFORMATION
Company Name:_
Mailing Address:
Contact Person:
E -Mail Address:
Replacement .... ❑
Replacement .... ❑
Contractor Registration Number: Expiration Date:
* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance **
Valuation of Project (contractor's bid price): $
Scope of Work (please provide detailed information):
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Use: Residential: New .... ❑
Commercial: New .... ❑
Fuel Type Electric ..... ❑ Gas .... ❑
Other:
City
Day Telephone:
Fax Number:
Indicate type of mechanical work being installed and the quantity below:
U.nit.Type•
Qty
Unit Type:
Qty
. Unit Type:
Qty.
Boiler /Compressor:
Qty
Furnace <IOOK BTU
Air Handling Unit
>= 10,000 CFM
Other Mechanical
Equipment
0 -3 HP /100,000 BTU
Furnace>IOOK BTU
Evaporator Cooler
3 -15 HP /500,000 BTU
Floor Furnace
Ventilation Fan
15 -30 HP /1,000,000 BTU
Suspended /Wall/Floor
Mounted Heater
Ventilation System
30 -50 HP /1,750,000 BTU
Appliance Vent
Hood
50+ HP /1,750,000 BTU
Heat/Refrig /Cooling
System
Incinerator - Domestic
Air Handling Unit
<= 10,000 CFM
Incinerator - Comm /Ind
PERMIT AT NOTES - Applicable to all perm><ts: m this, application
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Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as
defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING
f Signature:
1 —
1 Print Name:
Mailing Adi
State Zip
0 5
City
Date: jl '0
State Zip
Date Application Accepted: I Date Application Expires: Staff C :, -/ t - 16 _ i 5 — 15 .1 0 �� I
\applications \permit application (3.2003)
3/2003 Page 4
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City of Tukwila
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6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
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RECEIPT
Parcel No.: 2523049033 Permit Number D04 -065
Address: 17500 WEST VALLEY HY TUKW Status: APPROVED
Suite No: Applied Date: 02/18/2004
Applicant: TUFF SHED INC Issue Date:
Receipt No.: R04 -00285
Initials: SKS
User ID: 1165
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Payment Amount: 115.75
Payment Date: 03/10/200410:15 AM
Balance: $0.00
Payee: TUFF SHED, INC.
TRANSACTION LIST:
Type Amount
- - - - -- Method Description - - - - --
Payment Check 122983 115.75
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
------------------------ - - - - -- ---------- - - - - -- ------ - - - - --
BUILDING - NONRES 000/322.100 111.25
STATE BUILDING SURCHARGE 000/386.904 4.50
Total: 115.75
7 ,17 03/11 97 TOTAL 115.75
doc: Receipt Printed: 03 -10 -2004
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City of Tukwila
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6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Parcel No.: 2523049033
Address: 17500 WEST VALLEY HY TUKW
Suite No:
Applicant: TUFF SHED INC
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i Receipt No.: R04 -00194
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Initials: BLH
User ID: ADMIN
RECEIPT
Permit Number:
Status:
Applied Date:
Issue Date:
D04 -065
PENDING
02/18/2004
Payment Amount: 72.31
Payment Date: 02/18/2004 03:21 PM
Balance: $115.75
Payee: TUFF SHED
TRANSACTION LIST:
Type Amount
- - - - -- Method Description - - - - --
Payment Check 122527 72.31
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
------------------------ - - - - -- ---------- - - - - -- ------ - - - - --
PLAN CHECK - NONRES 000/345.830 72.31
Total: 72.31
doc: Receipt
' 7 , .7r 6 02 /iB 9 116 TOTAL 72-31
Printed: 02 -18 -2004
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INSPECTION RECORD
Retain a copy with permit `"��
INSPECTION NO. P T ��
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
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Type of Ins a Lion:
A dress: OD � � /
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PDafte ate Calle 10 p
ecial i nstructions:
Wanted: ^ M.
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Requester:" 1 I —
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Inspecto • _ Date:
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.: Date:
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INSPECTION RECORD i
Retain a co py p ermit
with it ' f �►
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Project:
Type oflnspection:
Address:
Date Called:
SAD ,LrJ•
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SlYecial Instructions:
Date Wanted:
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Requester:
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Corrections required prior to approval. I
Approved per applicable codes.
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$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
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1908
City of Tu kwila
Steven M. Mullet, Mayor
Fire Department
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
Authorized Signature
FINALAPP.FRM Rev. 2/19/98
Thomas P. Keefe, Fire Chief
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Date
T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 a Phone: 206 -575 -4404 • Fax. 206 -575 -4439
Approved without correction notice
r• Approved with correction notice issued
Sprinklers: !'i
Fire Alarm:
Hood & Duct: —
Halon:
Monitor:
Pre -Fire:
Permits:
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By. ....... G. OHANIAN R�.�� DESIGN & ENGINEERIN CO.
....I .......
2 -11 -04 SHEET NO........... � .............
DATE ... ............................... 3786 LA CREOCENTA AVE., NUITE 204
(ILENDALE, CA. 91208 JOB NO. ....... RD -8.495
SUBJECT ......... ...............r.. TEL:(818)957 -2980 FAX:(818)957 -8603
STRUCTURAL CALCULATIONS OF STORAGE
RACKS FOR: %opy
Ftl��
TUFF SHED
17500 WEST VALLEY HWY
TUKWILA, WA. 98188
PER UBC 1997 EDITION
STORAGE RACKS CAPACITY:
pp���u�tU
yl
A tu -5 51ill —
3000
#
/
LEVEL AT PALLET RACKS
1000
#
/
ARM AT CANTILEVER TYPE "C"
1500
#-/
ARM AT CANTILEVER TYPE "D"
CALCS. 1 THRU 8
DRAWINGS: RD -8495
SH. 1 & 2
RECEIVED
C1"I`Y OF TUKWILA+
U t �=
PERMIT CENTER
WA l V
9 A
33662
ISTER
� L
FEXPIR 12- 2 -05
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c OHANIAN RA C DESIGN & ENGINEERIN CO.
BY........... �..........•. SHEET N0.....
DATE ......2.. -,1 1 - 04 3786 LA dRENdENTA AVE., QUITE 204 " " " " " " " ""
• dLENDALE, dA. 91208 JOB NO ........ ... —
.......
...... .......
SUBJECT .........* ..............:..
TEL:(818)957 -2980 FAX:(818)957 -8603
1
i
:I
t
�I
rn
r
PALLET RACK "A"
SIDE VIEW
m
t
PALLET RACK "B"
SIDE VIEW
p�1r .�V�111A
c � �3
BEAM
3000 # / LEVEL + 25% IMPACT LOAD
1700 # / BEAM
1 3/4"
I =1.84.
< x - - -- x SK =.85
S t =0.07" Fy =50 Ksi.
M= 96 "x1.7K = 20 "K
8.
S 30 " K = .68 <.85
V
5xWXO =.32" < 96
384x1 xE 180
r
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96"
96"
IF
By t. GHANIAN RA.. �( DESIGN & ENGINEERIN.. CO.
DATE ......� 1 -04 3786 LA dRENdENTA AVE., OUITE 204 SHEET N0 ........... .............
dLENDALE, dA. 91208 JOB NO ........ RD -8495
SUBJECT ........................... TEL:(818)957 -2980 FAX:(818)957 -8603
SEISMIC DESIGN
V= 2.5xCax x W UBC 1997 SEC. 2222
Rx 1 .4 WORKING
STRESS
I =1
R =5.6 LONGIT. DIR. (MOM. CONN.)
R =4.4 TRANSV. DIR. (BRACED)
Ca =.36
W= D. L. +L. L.
P= 3x3 K =4.5 K
2 COL.
W =.1 + 4.5 =4.6 K
D.L. L.L.
V = 2.5x.36x4.6 = 53 K
LONGIT 5.6x 1.4
V = 2.5x.36x4.6 = 67 K
TRANS. 4.4x 1 .4
COLUMN ANALYSIS
is ► u
.5 K
3" ;� KI = 48 = 40
F. =50 KSI rx 1.2
A =.78 J _ 52
1.1 -47
r
M x — —x S =.80 y
r =1.2
t =.os° ry =1.1 Max =Sx•Fb =24 "K
lk
COMBINED STRESS RATIO
P + M 18 + 24 — •76<1.33
a ax
6 • K
10 K
12 '
12 CITY OF TUKWILA
PERMIT CENT'EI`
Fe = K 2x = 128
r
Fn =F 4F )= 45 KSI
e
P =F xA = 35 K
P Pn = 18 K
° 1.92
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G OHANIAN
BY. ....... ...� ........................... RA _�. DESIGN & ENGINEERIN CO.
DATE ...... 2 -,1 1 704 3786 LA dREOdENTA AVE., QUITE 204 SHEET NO...........4............
dLENDALE, dA. 91208 JOB NO.....,,,RD -8495
SUBJECT . ........ :................. .
TEL:(818)967 -2980 FAX:(818)957 -8603
BASE PLATE
ANCH. TENSION = 12 " (4 Kx3") =0
6,
ANCHOR SHEAR = • 2 = .27K
(2)-1/2"0 WEDGE TYPE ANCHORS
ICBO #4627, OR #1372. (NO INSPECTION REQ'D)
DESIGNED FOR 1/2 STRESS
RACK COLUMNS DESIGNED SUCH THAT IF THE FRONT COL.
IS DAMAGED THE REAR COL. HAS EXTRA CAPACITY TO SUPPORT
THE FULL LOAD OF THAT BAY, (SEC. 2222 -5)
MOMENT AT BEAM CONNECTION
M = 12 +10 = 11 "
2
11 "K
USE 2 PIN CONNECTOR
ALL LEVELS TYP.
4.6 K
12 "K
6 "x3/8"
ATE
O O
11 "K
O O
12 "K
M
7/16 "0 RIVET
ASTM A354 -79
TH'K =3/16"
2 PIN CONNECTOR
MaCONN 3.0 Kx4 "x1.33 = 16 "K
i'
7/16 "0 RIVET A = .095 Fy = 79 KSI
Va = .095x79x.4 = 3.OK
RECEIVED
CITY OF TUKWILA
v [ D 1 `s `x.0 04
PERMIT CENTER
.. t •fx- vt��.. ri:;. it y ,. i. \ . ,.�u;,o,.w:�....., ..a . ..;xa .,.asya,�unev.N.b �w: 1. 4'%+:. rti+ r:. o:; u. W.l. 1rcSL;.'. �A:' r1w:: i! vuw . utz:hY.^a
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W W
F- V
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ill Z COY
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Z
10 "K
BY. ....... G. OHANIAN RA -S DESIGN & ENGINEERING CO.
DATE 2 - ..... . 3786 LA dRENdENTA AVE QUITE 204 SHEET N0...........5
.. .... ............
.....................
dLENDALE, dA. 91208 JOB No ........ RD -8495
.......................
SUBJECT .......................... .. TEL:(818)957 -2980 FAX:(818)967 -8603
TRANSVERSE SEISMIC
(OVERTURNING) TOP LEVEL LOADING
M oT = .67 K x co 144 "x.5x 1.15 = 1 11 "K M OT = . 22 K x x l 44 "= 63 "
MR = 4.6 K x40" = 184 "K M = 1.6 "= 64 "K
NO UPLIFT
LOAD TO DIAGONAL
P = .67 x 5 8 = .57 K
COI.. 44
F =50 KSI
A =.31 .. F = 10.6 KSI
r =.48
P = 3.3 K
Q =.74
L= 58"
CHECK WELDS
1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL)
3x.125x.707x70x.3 = 5.7 K
CHECK SLAB
4600
5" CONCRETE SLAB
2500 PSI. CONC.
1000 PSF. SOIL
"
.Y>
X 1/8 1.5'
SEC. B -B
4600 —
1000 — 4.6 as 4.6x144 =662 °"'
662 =26"
M= ( 62 ) x1000x 2 x1 = 1760 #
S= 12x5 = 50
6
1760 = 35 < 1.6 2500 =80
50
RECEIVED
CITY OF TUKWILA.
I- Ir B i
PERMIT CENTER
Z
�w
Q �
JU
L) 0
c 0
W=
J �
N.L
w O
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= w
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+ Z F=.
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BOTH SIDES TYP. 1 /T87
1.5"
i
fB
Bi
l
❑
Xf x
I
----
❑
t =.07"
j
SEC. A -A
❑
❑
X 1/8 1.5'
SEC. B -B
4600 —
1000 — 4.6 as 4.6x144 =662 °"'
662 =26"
M= ( 62 ) x1000x 2 x1 = 1760 #
S= 12x5 = 50
6
1760 = 35 < 1.6 2500 =80
50
RECEIVED
CITY OF TUKWILA.
I- Ir B i
PERMIT CENTER
Z
�w
Q �
JU
L) 0
c 0
W=
J �
N.L
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= w
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BY. ....... 9 OHANIAN RA C DESIGN & ENGINEERIN.� CO.
2-11-04 3786 LA dRENdENTA AVE., QUITE 204 SHEET NO...........6............
DATE-- ............................
dLENDALE, dA. 91208 JOB NO. -8495
SUBJECT.
TEL:(818)957 -2980 FAX:(818)957 -8603
96" 3" 96" 96"
N
SIDE VIEW "C"
404 ARM
334"
I =12.3
"a x S X =4.0
a ao t =. 135*
FY= 3 6 KSI.
ARM CONNECTION
1/2"0 PIN A= .19
FV = 22
Va = .19X22 = 4.2
4.2 = 8.4 DOUBLE SHEAR
Ma = 8.4 "= 109' >48 "
CONN.
9
FRONT VIEW
TYPE "C"
1000 # / ARM
M = 1 K x48" = 48 "
SR= 22
= 2.1 <4.0
.1 48•'
io
�n
SIDE VIEW "D"
TYPE "D"
1500 # / ARM
M = 1.5 K x24 "= 36 "K
SR= 22
= 1.6 <4.0
�I ao
r
FRONT VIEW
RECEIVED
vvy of: 'TUKWIL.A.
�•
PERMIT CENTER
Z
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W
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F- O
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F-
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U=
:O
Z
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`J
BY ........ ... G .. OHANIAN
......................... RA- .t DESIGN & ENGINEERINt- CO.
DATE ...... ?. -.1 1704 3786 LA dRENdENTA AVE., QUITE 204 SHEET NO ..........................
ClUNDALE, dA. 91208 JOB NO. ....... RD -8495
SUBJECT . ........ ..........:....... TEL:(818)957 -2980 FAX:(818)957 -8603
LOAD PER COLUMN
TYPE "C" 1000 # / ARM 3 ARM LEVELS
P= 3x1 K =3K
W =.1 1).+ 3 L t» 3.1 K
V= 2.5x.36x3.1 =
3.5x 1.4
Me= 3.1 Kx(48 " +6 ") = 167 - K
Ms= .57 "x.5x1.15 = 53"K
220"K
[or*74sjkvAR WTI ►
C'4
KI = 2092 = 96
rx 3.99
FY =36KSI
A =6.9
S =16.9
r =3.99
r =1.55
F = 13.5 KSI
P =F xA = 93 K
Max =Sx.Fb = 372 "K
COMBINED STRESS RATIO
P M 301 220
P + M 93 + 372 =.62<1.33
P a ax
TWO SIDES LOADED
Me= 0
M s = 2x53"K =106 MK
R + M = 2x3.1 + 106 =.32<1.33
P M 93 372
LOAD PER COLUMN
TYPE "D" 1500 # / ARM
P= 3x1.5K =4.5 K
W= .1
V= 2.5x.36x4.6 =.84K
3.5x 1.4
Me= 4.6 Kx(24 " +5 ") = 133 »K
MS= .84 "x.5x1.15 = 61"
194 "K
COLUMN ANALYSIS
A'
3 ARM LEVELS
Fy =36KSi
A =4.5
S =10.1
r =3.34
r =1.52
x
KI = 2x156 = 93
rx 3.34
F = 13.8KSI
P =F xA = 62
Max =Sx.Fb = 242 K
COMBINED
STRESS
RATIO
+
+
=.86<1.33
P
P a
M ax
62
242
RECEIVED
CITY OF TUKWILA
E i L :I I
t3
PERIM T CENTER
;j .
Z
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JU
UO
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BY.. G. OHANIAN
I ........................... RA .4 DESIGN & ENGINEERIN- CO. 8
2 - 1 -04 ............ 3786 LA dREO(JENTA AVE., QUITE 204 SHEET NO ..............
DATE ..................... dLENDALE, dA. 91208 JOB NO. RD -8495
SUBJECT TEL:(818)957 -2980 FAX:(818)967 -8603 ..............................
OVERTURNING
TYPE "D"
MO 61 "K
MR = 4.6 "= 1 10 "
NO UPLIFT
NO UPLIFT USE TWO 1/2"0 ANCHOR BOLTS PER BASE
(ONE AT EACH END, 3 1/2" EMB.) TYP.
TRANSVERSE SEISMIC
TYPE "C" LENGTH
r Or ROD
P = .57x2COL.x 96" = 1.1 K
9 6 SPAN
1/2 "0 RODS Ta = 3.2Kx1.33 = 4.2K
HORIZONTAL BRACING
A =.45
r =.68
L= 90"
KI = 90 = 132
r .68
F = 8.6 KSI
P 3.8
TOP LEVEL LOADING
M .28Kx126" =35 "
M = 1.6Kx24 "= 38 "K
TYPE "D" LENGTH
r OF ROD
P = .84x2 63" _ 1.8 K
60" SPAN
TYP
5 �1 s 4 '
r
A T -0.07"
6"x2 1 /2'k 1 /4"
PLATE BOTH ENDS
1/2 "0 BOLTS t /20 ROD
ASTM A -325
RECEIVED
CITY OF TUKWILA
PERMIT CENT'EP
Z
Z `
W'
Q 2'
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PLAN REVIEW/R0Ui?A SLIP
ACTIVITY NUMBER: D04 -065 DATE: 2 -18 -04
PROJECT NAME TUFF SHED
SITE ADDRESS 17500 WEST VALLEY HY
X Original Plan Submittal
Response to Incomplete Letter #
Response to Correction Letter #,
Revision # After Permit Is Issued
DEPARTMENTS-
Bui ding Division Fire Prevention Planning Division ❑
Public Works ❑ Structural ❑ Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 2-19-04
Complete Incomplete ❑ Not Applicable ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
i TUES /THURS ROUT G:
i
Please Route Structural Review Required
REVIEWER'S INITIALS:
DATE:
FJ
APPROVALS OR CORRECTIONS: DUE DATE: 3 -18-04
Approved ❑ Approved with Conditions Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents/routing siip.doc
2 -28 -02
❑ No further Review Required
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11/ 21. t /
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to 1 F
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t =.07 A (i
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SEC. A —A El 1 �� 1 t =.09"
,
TYP 1�e
� I I
TYP
2 3/4"
!
W75
— -- — — — — - I L8485
SEC. B —B
7/16 RIVET
ASTM A354 -79 TH'K =3/16'
BRACE TO COLUMN CONN, 1 2 PIN CONNECTOR 2 BEAM SECTION 3 COLUMN SECTION 4 5
,
,
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•
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' -_ (ASTV A - 36) I f . , • . ; l Cli' Lt ,'..
• , _ I I , k � IJ. gyp{
l e i
(2)-1/2'0 ANCHOR 8OL7S PER BASE PLATE
s
3 I/2- EIAB., (SEE NOTE NO. 4) - % j
BASE PLATE DETAIL fi BASE PL. & SLAB CONNECTION 7 GENERAL CONFIGURATION 8 9 0
NOTES:
:: - D£S'GN! OF STEEL STORAGE RACKS AS SHO iNN BY THESE DRAWINGS
AND CALCULATIONS ARE IN COMPLIANCE WITH THE PEOU}REM.ENTS
It= ^ �,:� OF THE UNIGIA BUiLDiNG CODE 1997 EDITION
2• -STEEL FOR ALL SIa.APES FY =50 KS:. ASTLO A570 -85 G4.50 (EXCEPT AS NOTED)
y;?�` . BE :�= T� 3 - ALL WELDED CONSTRUCTtON !V A SHOP OF AN APPROVED FABRICATOR
yyy y p�!%? (E70XX ELECTRODES)
• =LA su LDiN3 DIVIS :•'. 4- ALL ANCI;ORS H,LTI xw'IC -.I -COO (4627. OR FZk!SET TRUBOLT YIEDGE TYPE
PtA4 SILO MAL !CBO $' 372, (.6 SPEC AL :NSPcCTI'JN REQc::REO)
• _ • .,^Y 5 C^.np Q .%, rM � .7 SEAS -•+ " 30 0 1" t i•••p•i•.� 7"'C
� y �.�:L.'� J.l • a7 S ' T
i'"• ir� 2vVN p -J S�/ .+� •r
•.: vr- �vt . .7. .
9 6" 44' 6- STCRAGE RACK CA- PAC:'Y 3000 # / LEVEL
7 -4Lt. R:.C ItiIS + S -LL DIcP�AY ::� OtiE .^.R 1':3R CO:tiSF;CLJI�S LCCA 1 - ,N'S
96 A PERMAN"N i Pi.A. EAC!� NOT LESS Trj1.\ 50 SCUARE :NC:�ES Iti AREA
S*1 ti�N:; Tyz VAX:VLV P ERU;SS=3LE UNIT LC -D Cc 301''O I /LCvEL
--- ��— 1:4-E ° -
CO • Y 9- ST.^,Rr'•vE RACKS S "A. BE ;NS's CLLED A TH A k!Ai4 V� 'A T ^ c M T H E
,i v1_��tCE R0.1.
' g 3re '�tRT"CAL CF 1/2' -N I0' - O F HE GHT
P . Q13 *CJ2 Of 9- T s :_ .._EA S ••C= BELOW PRML£4S SH BE - \ ! �! -\ HES
1 � L 1 L J v �.•
°° 1 2rso er:�:sa�1� 8= __ !-E TOC C THE STORAGE AND I-E CE =L' S►- - SKLE 3�=LE..sOR.
�= 3 f� t;2.. ♦ 1f �i��'•: j r` .n- C.Sn,( ��1 -C.�. C"l"� T i+ • T ' F4^ S - `L�/iS ^ � n
t1. ; J V '� .. Ct , -__ a - =4 r'n S�• ::� 5 EkYP �,p�.,r TV T(� S..,�,17 CO_L � r
t,_::V`
n s d,.•i Cl "' . -...a� x.:.:5 , _ n. - 7: p �' ••.(` ^ ! T R - I. : p C •� -
C �' 3�ta� E. a,V —V \ •1 J J C •E L O A D. SEC_ 2222 — •�•.f
o . a" '• cfi �T ,. S - =C . C:. \-,_ T -^-% -a 3� ..0_T Z AIk
s cc
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0.
_ n
p eff rut 0
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io
Vat `�'I'i 3788 to WA AVt #' GA. 912M
* 4. -- At IL/ 7 i s � � S;j�E: Kati i3'!. -
'
TUFF SHED
.
PALLET RACK "A" SIDE VIEW PALLET RACK "B" SIDE VIEW = S PS-8 ��-
CP 1
EXPO WS 12
0 + ! % • 0
1 6
P
96" HORIZONTAL TAB -�\ -
��^
COLUMN I
1. 1 0 4
0 3" /
! -
4 " B B _--_ !
J � a8• _
�ia 4{ ARM
!
�o
0 3 � —<TYp _<TY
. t .188' 16 3 » • • . ,
M TYP BASE _ 3116" ENO PLATE
�
/16 -- Z t =•127 WELDED TO BASE
2'-9 BOTTOM RALF OF POST 0 W SECTION C -C
2 - 18 UPPER HALF OF POST Q # !
a \ t =.135" ! !
BRACKET 1 I
ARM SECTION `- — -- — — -- —
1/2 "0 PIN
•
.ARM
(2) -1/2 "0 ANCHOR BOLTS PER BASE
1 AT EACH END. 3 1/2 EMB.. (SEE NOTE NO. 4)
C OLUMN 1 ARM CONNECTION DETAIL. 2 COLUMN & BASE DETAIL 3
48"
HORIZONTAL TAB
4 3/8' V
I o 0 0 0 1 3116" 2"
I
-
2
o !
i
4 FD 6 gg• 2 1 /2 "
ARM "�
! \4TH.K= 1 4"
to YP COLUMN I T 16 2 »
1
3 3/4` �� - HORIZONTAL TAB
TYP i r
/16 J� ,
o t =.188" J w 3/t6 TYP '• • d .. a•' I 5 V&4-<
YP
O I / 6
i v a TYPE " €" BASE t ' •• • ! I
Q ' t =.135" 2 3 16" END PLATE — 1 5/8'
7H'K= =.127" / E - � - - --
E WELDED TO BASE \ SECT E —E
BRACKET
I 3/to —4 tYP 1 /2 "o PIN i
I TYPE "E" ! --- T =o.o7"
e !' • , d
s s r \
ARM _ a i 6 1 /2 "x 1 /4"
a ' • - PLATE BOTH ENDS
• < • • a • • • a s • ' I i
` - - -
1/2 BOLTS
(2)-1/2 ANCHOR BOLTS PER BASE E (ASTM A -325) 1 /20 ROD
I AT EACH END. 3 1/2' EMB.. (SEE NOTE NO. 4)
COLUMN ( 41 ARM CONNECTION DETAIL ( 5 1 COLUMN & BASE DETAIL 6 "X" BRACING DETAIL 7
- DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWIN
AND CALCULATIONS AR IN COMPLIANCE WITH THE REQUIREMENTS
OF THE UNIFORM BUILDING CODE 1997 EDITION
2 -STEEL FOR ALL SHAPES FY =36 KSI ASTM A570 -85 GR -36 (EXCEPT AS NOTED)
3 -ALL WELDED COtiSTRUCTION :N A SHOP 0= AN APPRO'dED FABRICATOR
(E70XX ELECTRODES)
4 - ANCHORS WEDGE TYPE, H'zTI KWiK -11 1C80 #4627. RA41SET REDHEAD '.Coo #1372
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EWWS 12 -28-06
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