HomeMy WebLinkAboutPermit D04-242 - INSULMASTIC BUILDING PRODUCTS - STORAGE RACKSINSULMASTIC BUILDING
PRODUCTS INC
12610 INTERURBAN AV S
D04 -242
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City G. Tukwila
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Department of Commuttity Development
6300 Southcenter Boulevard, Suite #100
v�N= Tukwila, Washington 98188
Phone: 206-431-3670
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1908 Fax: 206 - 431 -3665
Web site: cOukwila.wa.us
DEVELOPMENT PERMIT
Parcel No.: 0004800003
Address: 12610 INTERURBAN AV S TUKW
Suite No:
Tenant:
Name: INSULMASTIC BUILDING PRODUCTS INC
Address: 12610 INTERURBAN AV S, TUKWILA WA
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Steven M. Mullet, Mayor
Steve Lancaster, Director
Permit Number:
Issue Date:
Permit Expires On:
D04 -242
08/13/2004
02/09/2005
GATEWAY OLYMPIA INC Phone:
C/O MCELROY GEORGE & ASSOC, 3131 S VAUGHN WAY #301
KEITH ENGLAND
17716 66 PL W, LYNNWOOD WA
Contractor:
Name: RACK OPTIONS LLC
Address: 2610 43 AV W, SEATTLE WA
Contractor License No: RAACKOOL977QE
Phone: 425 750 -5837
Phone: 206 - 480 -0514
Expiration Date:
DESCRIPTION OF WORK:
INSTALLING 26 BAYS OF PALLET STORAGE RACKING.
Value of Construction: $0.00 Fees Collected: $346.41
! Type of Fire Protection: SPRINKLERS International Building Code Edition: 2003
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Type of Construction: Occupancy per IBC: 0013
Public Works Activities:
Channelization / Striping: N
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
Sewer Main Extension:
N
Private:
Public:
Storm Drainage:
N
Street Use:
i
N
Profit: N
Non - Profit: N
Water Main Extension:
N
Private:
Public:
Water Meter:
N
doc: IBC - Permit D04 -242 Printed: 08 -13 -2004
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City of Tukwila
Steven M. Mullet, Mayor
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: cOukwila.wa.us
Permit Number:
Issue Date:
Permit Expires On:
Steve Lancaster, Directo►-
DO4 -242
08/13/2004
02/09/2005
Permit Center Authorized Signature: 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.
Signature: /1 Date: O� 3
Print Name:
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.
doc: IBC - Permit D04 -242 Printed: 08 -13 -2004
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. - City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
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Parcel No.: 0004800003 Permit Number D04 -242
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Address. 12610 INTERURBAN AV S TUKW Status. ISSUED
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Suite No: Applied Date: 07/12/2004
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Tenant: INSULMASTIC BUILDING PRODUCTS INC Issue Date: 08/13/2004
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1: ** *BUILDING DEPARTMENT CONDITIONS * **
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2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
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3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
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start of any construction. These documents shall be maintained and made available until final inspection approval is
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granted.
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4: All construction shall be done in conformance with the approved plans and the requirements of the International
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Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
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5: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building
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inspector. No exception.
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6: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
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any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
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presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
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shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
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7: ** *FIRE DEPARTMENT CONDITIONS * **
8: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
9: Fire extinguishers for occupancies involving flammable or combustible liquids with depths of less than or equal to
0.25 -inch (6.35 mm) shall be selected and placed in accordance with Table 906.3(2) of the International Fire Code. Fire
extinguishers for occupancies involving flammable or combustible liquids with a depth of greater than 0.25 -inch (6.35
mm) or involving combustible metals shall be selected and placed in accordance with NFPA 10. (IFC 906.3)
10: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or
brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation
instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so
that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross
weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the
floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4
inches (102 mm). (IFC 906.7 and IFC 906.9)
11: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot
be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6)
12: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available
for use. These locations shall be along normal paths of travel, unless the fire code official determines that the
doc: Conditions D04 -242 Printed: 08 -13 -2004
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�..�- City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5)
13: ** *MEANS OF EGRESS * ** - IFC Chapter 10
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14: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table
1015.1 of the International Fire Code and International Building Code.
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15: Aisles in sprinklered buildings shall be a minimum of 44 inches (1118 mm) wide. Aisles shall be a minimum of 96 inches
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(2438 mm) wide in high -piled storage areas exceeding 2,500 square feet (232 m in area, that area accessible to the
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public and designated to contain high- hazard commodities. Aisles shall be a minimum of 96 inches (2438 mm) wide in
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areas accessible to the public where mechanical stocking methods are used. (IFC 2306.9.1.1)
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16: ** *SPRINKLER SYSTEMS * ** - IFC Chapter 9 - NFPA 13 and 25
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17: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate
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flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3)
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18: All new srpinkler sysetms and all modifications to existing sprinkler systems shall have fire department review and
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approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler
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systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk
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Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to
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the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050)
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19: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila
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Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80)
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20: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
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#2051)
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21: ** *STORAGE PRACTICES * ** - IFC
22: High -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or
combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such
as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6
feet. (IFC 2302)
23: Maintain minimum 6" longitudinal flue space between back -to -back racks. (NFPA 13- 12.3.1.14.1)
24: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following
methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler
at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire
Prevention Bureau. (NFPA 13)
25: 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 2306.2 of the International Fire Code. Contact the Tukwila Fire
Prevention Bureau for further information.
26: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
doc: Conditions
D04 -242
Printed: 08 -13 -2004
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City of Tukwila
seos
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
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.
Signature:
Print Name:
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Date: 1 .� 0 /
doc: Conditions D04 -242 Printed: 08 -13 -2004
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� w CITY OF TUKWIL4 —�
Community Development •artment
g Public Works Department
Permit Center
1906 6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
Building Perm.; 'O.
Mechanical Permit No.
Public Works Permit No.
Project No.
For o tce use onl
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 LOCATION
King Co Assessor's Tax No.: 00C2�& 4-20 3
Site Address: Suite Number: ((h7 Floor: /Y
Tenant Name: !-L.� :5(4 &A44S, / . [7r. u—bl u (_ Paab.AOS 'tNG. New Tenant: 1K .... Yes ❑ ..No
Property Owners Name: R66r
Mailing Address:
City State Zip
CONTACT •PERSON:
Name: 6� -m Day Telephone: 4� 5 -7,5,D -,5537
Mailing Address: 1 6441. PC- C�J L�n�w»/J W4 C98037
City State Zip
E -Mail Address: kr� - tl/1e e/`/C 6 A,6 M C'.A57 - eaeA Fax Number:
GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page)
Company Name: CK O/Jf/ona5 4 Y — C _ /�
Mailing Address: 11512 5 LA). f/,d!(',.4 C' PC)1:-rt,A nb
City State Zip
Contact
E -Mail
Day Telephone: :: - ;22 395y
Fax Number:
Contractor Registration Number: R A64 oU e-e� Q i� Expiration Date: /t- cz;
* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance **
ARCHITECT OF RECORD All plans must be wet stamped by Architect of Record
Company Name:
Mailing Address:
City State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record
Company Name: c4W - •12IC_,qL 1:Z 4
Mailing Address:
City state zip
Contact Person: 6CA/ A E�4 L.
Day Telephone:
E -Mail Address: Fax Number:
1 t0 9 Cc. #2 /e)oy
\permits plus\icc changestpermit application (7 -2004)
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BUILDING PERMIT INFORMA `70N -2.06-431-3670
Valuation of Project (contractor's bid price): $ 69,)0 Existing Building Valuation: $
Scope of Work (please provide detailed information): �,.�5rL1(- /at-) of " PAdxLr rog.AGe
I
Will there be new rack storage? 1J.-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:
Will there be a change in use? ❑ ....Yes ❑ ..No
FIRE PROTECTION/HAZARDOUS MATERIALS:
Compact:
If "yes ", explain:
,r. Sprinklers ❑ ..Automatic Fire Alarm ❑ ..None ❑ . Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? Z.Yes ❑ ..No
If "yes ", attach list of materials and storage locations on a separate 8 - 112 x 11 paper indicating quaniiIiA and Material Safety Data Sheets.
011 -141Ea.4 1 us 6 P_
\permits plus\icc changes \permit application (9.2004)
Page 2
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Handicap:
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Existing
Interior
Remodel
Addition to
Existing
Structure
New
Type of
Construction
per IBC
Type of
Occupancy per
IBC
lat Floor
2" Floor
3` d Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area 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:
Will there be a change in use? ❑ ....Yes ❑ ..No
FIRE PROTECTION/HAZARDOUS MATERIALS:
Compact:
If "yes ", explain:
,r. Sprinklers ❑ ..Automatic Fire Alarm ❑ ..None ❑ . Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? Z.Yes ❑ ..No
If "yes ", attach list of materials and storage locations on a separate 8 - 112 x 11 paper indicating quaniiIiA and Material Safety Data Sheets.
011 -141Ea.4 1 us 6 P_
\permits plus\icc changes \permit application (9.2004)
Page 2
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Handicap:
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MECHANICAL PERMIT INFO VMATION -- 206 - 431 -3670
MECHANICAL CONTRACTOR INFORMATION
Company Name:_
Mailing Address:
Contact Person:
E -Mail Address:
City State Zip
Day Telephone:
Fax Number:
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):
Use: Residential: New .... ❑
Commercial: New .... ❑
Fuel Type Electric ..... ❑ Gas .... ❑
Replacement..... ❑
Replacement..... ❑
Other:
Indicate type of mechanical work being installed and the quantity below:
Unit Type:
Qty
Unit Type:
Qry
Unit Type:
Qty
Boiler/Compressor:
Q
Furnace <100K BTU
Air Handling Unit >10,000
Fire Damper
0 -3 HP /100,000 BTU
CFM
Furnace>100K BTU
Evaporator Cooler
Diffuser
3 -15 HP /500,000 BTU
Floor Furnace
Ventilation Fan Connected
Thermostat
15 -30 HP /1,000,000 BTU
to Single Duct
Suspended/Wall/Floor
Ventilation System
Wood /Gas Stove
30 -50 HP /1,750,000 BTU
Mounted Heater
Appliance Vent
Hood and Duct
Water Heater
50+ HP /1,750,000 BTU
Repair or Addition to
Incinerator - Domestic
Emergency
Heat/Refrig/Cooling
Generator
System
Air Handling Unit
Incinerator— Comm/Ind
Other Mechanical
I
<I0,000 CFM
Equipment
PERMIT APPLICATION NOTES - Applicable to all permits in this application
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 OWNER OR AUTHORIZED AGENT:
Signature: �. 7 �. -�-�.� - Date: 7 , /-20 z
Print Name: ffcrpN cC, 1-4A -A Day Telephone: 41 15
Mailing Address: /77/l4 (,LA PL W L"., W,�� (,e14 n& - )3 - Z
City State Zip
Date Application Accepted: ( Date Application Expires: ( Staff Initials:
�pertnits pluslicc changeslpertnit application (7.2004)
Page 4
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PUBLIC WORKS PERMIT INFO - JATION - 206 - 433 -0179
Scope of Work (please provide detailed information): :6 'U Lzakrzn, or" P,<k --c - 5 -0 <t r r
Call before you Dig: 1- 800 - 424 -5555
X Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ ...Tukwila ❑ ... Water District # 125 ❑ .. Highline ❑ ...Renton
❑ ... Water Availability Pro ed
Sewer District
❑ ...Tukwila \boxes Fl.. Renton El ... Seattle
El ... Sewer Use Certificate vailability Provided Fl.. Approved Septic Plans Provided
❑ ...Septic System -For onsite , provide 2 copies of a current septic design approval by King County Health Department.
Submitted with A lication mich apply):
❑ ... Civil Plans (Maxi mum Paper Size- 2 ' x 34 ")
El ... Technical Information Report (Storm Drai e) ❑ .. Geotechnical Report El ... Traffic Impact Analysis
El ... Bond ❑ .. Insurance ❑ . Easements) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless
Proposed Activities (mark boxes that aaalv):
❑ ...Right -of -way Use - Nonprofit for less than 72 hot
❑ ...Right -of -way Use - No Disturbance
❑ ...Construction/Excavation/Fill - Right -of -way _
Non Right -of -way
❑ ...Total Cut cubic yards
❑ ...Total Fill cubic yards
❑ ...Sanitary Side Sewer ❑ .. Abandon Septic 7
❑ ...Cap or Remove Utilities ❑ .. Curb Cut
❑ ...Frontage Improvements ❑ .. Pavement Cut
❑ ...Traffic Control ❑ .. Looped Fire Line
❑ ...Backflow Prevention - Fire Protection "
Irrigation "
Domestic Water "
❑ ...Permanent Water Meter Size... WO# _
❑ ...Temporary Water Meter Size.. WO# _
❑ ... Water Only Meter Size............ WO#
❑ ...Sewer Main Extension ............ Public Private
❑ ... Water Main Extension ............. Public Private
❑ ...Ded
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
❑ ... Water ❑ ...Sewer ❑ ...Sewage Treatment
Monthly Service Billing to:
Name:
Mailing Address:
Water Meter Refund/Billing:
Name:
Mailing Address:
%permits plus%icc changes \permit application (7.2104)
❑ .. Right -of -way Use - Profit for less than 72 hours
❑ .. Right -of -way Use - Potential Disturbance
❑ .. Work in Flood Zone
❑ .. Storm Drainage
Page 3
❑ .. Grease Interceptor
El.. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
Meter Size It
Day Telephone:
City XStatc Zip
Day Telep
City State \ Zip
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City of Tukwila
face
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Payee: KEITH A. ENGLAND
TRANSACTION LIST:
Type Method Description Amount
---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - --
Payment Check 2528 346.41
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
------------------------ - - - - -- ---------- - - - - -- ------ - - - - --
BUILDING - NONRES 000/322.100 207.22
PLAN CHECK - NONRES 000/345.830 134.69
STATE BUILDING SURCHARGE 000/386.904 4.50
Total: 346.41
2656 07/13 971.6 TOTAL 346.4.1
doc: Receipt Printed: 07 -12 -2004
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RECEIPT
Parcel No.:
0004800003
Permit Number
D04 -242
Address:
12610 INTERURBAN AV S TUKW
Status:
PENDING
Suite No:
Applied Date:
07/12/2004
Applicant:
INSULMASTIC BUILDING PRODUCTS INC
Issue Date:
Receipt No.:
R04 -00849
Payment Amount:
346.41
Initials:
SKS
Payment Date:
07/12/2004 09:55 AM
User ID:
1165
Balance:
$0.00
Payee: KEITH A. ENGLAND
TRANSACTION LIST:
Type Method Description Amount
---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - --
Payment Check 2528 346.41
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
------------------------ - - - - -- ---------- - - - - -- ------ - - - - --
BUILDING - NONRES 000/322.100 207.22
PLAN CHECK - NONRES 000/345.830 134.69
STATE BUILDING SURCHARGE 000/386.904 4.50
Total: 346.41
2656 07/13 971.6 TOTAL 346.4.1
doc: Receipt Printed: 07 -12 -2004
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IV
INSPECTION RECORD
2 Retain a copy with permit . S2 LL
INSPECTION NO.
QER
CITY OF TUKWILA BUILDING DIVISION `
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Proje
Type of In
Address: 1(n
Date Called(`
Sp cial Instructions:
.m.
ate WantTone ed
Requester:
0-7 CA
,,
No. 5 ! �_
s ett�on:
O Approved per applicable codes. O
Corrections required prior to approval.
COMMENTS:
1 1 01
.11�Vhl WA-ME
t 4
I
A+
Receipt No.: Date:
$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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INSPECTION RECORD
Retain a cop y with permit 1po
INSPECTION NO. PER 0
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431-3670
Proje
Type of spection:
Address:
Date Called:
Special Iriftructions:
jrawr
Requester:
one tjo:
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must bi
paid at 6300 Southcenter Blvd., Suite 1 00. Call to schedule reinspectior
Receipt No.: Date:
9
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1908
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
. � H
Permit No. D
�Do -��
Proj ect Name
S �
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Address 1 2 /C� 1�,�� :���,�,. -► ✓: Suite # 1 20
_Reta.in - current 'inspection- - schedule
L/ Needs shift inspection
_ Approved without correction notice
'L Approved with correction notice issued
j .
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits:
/J
1 515
City of Tukwila Steven M. Mullet, Mayor
Fire Department Thomas P. Keefe, Fire Chief
Authorized Signature
FINALAPP.FRM
Rev. 2/19/98
Date
T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439
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Calculations for :
INSULAMASTIC
TUKWILLA, WA
Loading: 3600
3
Seismic per
Sds =
{ T =
106
Uprights: 42
C 3.000x 2.500x 0.075
C 1.500x 1.000x 0.075
5.00x 8.00x 0.375
4.00x 2.750x 0.075
coax C wFO FOR
A,p �Mp�rANCE
�/ p VED
JUL ' 7 ?004
V (i D It V �'ilO �N
07/06/2
# load levels
pallet levels Q 44,88,132
IBC 2003 100- Utilization
0.891 Sd1 = 0.472
1.00
" Load Beams
wide
Il Columns
Braces
Base Plates
with 2- 0.500in x 3.50in Embed Anchor /Column
Load beams w/ 2 -Pin Connector
by : Ben Riehl
Registered Engineer
RECEIVED
C`.1TY OF TI IKWII A
JUL 12 2004
PERMIT CENTER
M
WA# 21008
q
bO44WZ42
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MCE Parameters - Conterminous 48 States
Zip Code - 98188 Central Latitude - 47.447736
Central Longitude = - 122.273462
Data are based on the 0.10 deg grid set
Period
SA
(sec)
( %g)
0.2
133.7 Map Value, Soil Factor of 1.0
1.0
046.0 - Map Value, Soil Factor of 1.0
MCE Parameters x Specified Soil Factors
0.2
133.7. Soil Factor of 1.00
'1.0 1 ..
, 070.8 Soil Factor of 1.54
r .
MCE Parameters - Conterminous 48 States
Zip Code - 98188 Central Latitude = 47.447736
Central Longitude = - 122.273462
Data are based on the 0.10 deg grid set
Period
SA
(sec)
( %g)
0.2
133.7 Map Value, Soil Factor of 1.0
1.0
046.0 Map Value, Soil Factor of 1.0
MCE SPECTRUM x SOIL FACTORS
Fa =1.00
Fv =1.54
Period
SA
(sec)
( %g)
0.000
053.5 0.4FaSs
0.106
133.7 To
0.200
133.7 T =0.2, FaSs
0.529
133.7 Ts
0.600
118.0
0.700
101.1
0.800
088.5
0.900
078.6
1.000
070.8 T =1.0, FvS1
1.100
064.3
1.200
059.0
1.300
054.4
1.400
050.6
1.500
047.2
1.600
044.2
1.700
041.6
1.800
039.3
1.900
037.3
2.000
035.4
Uy�
D
P
It
z
�F:
Z :
JU
UO
N
J =
CO U
w
LLQ
�d
= w
z�
�0
w
�5
U�
o�
W
"-- O
LLI z
U=
0
z
Z
= 2
Q�
J U.
U O
Co o.
CO Lu
J =
H
to LL
WO
J
LL Q
c�
W
Z
ZO
W
W
U�
a F-
WW
H
111 Z
P�
Z
Cold Formed Channel
Depth
3.000
in
Fy =
50 ksi
Flange
2.500
in
Lip
0.750
in
Thickness
0.0750
in
COLUMN SECTION
R
0.1000
in
Blank =
8.96
in
wt =
2.3 plf
A =
0.672
in2
Ix =
1.031
in4
Sx =
0.687
in3 Rx =
1.238 in
Iy =
0.603
in4
Sy =
0.415
in3 Ry =
0.947 in
a
2.6500
Web w/t
35.3333
a bar
2.9250
Flg w/t
28.6667
3 b
2.1500
x bar
1.0096
b bar
2.4250
m
1.4104
c
0.5750
x0
- 2.4200
c bar
0.7125
J
0.0013
u
0.2160
x web
1.0471
gamma
1.0000
x lip
1.4529
! R'
0.1375
h/t
38.0000
Section Removing:
I
0.640
inch
slot
0.75
inches each
side of center on web
0.375
inch
hole
0.87
inches from
web in each flange
A- =
0.152
in2
At =
0.520 in2
x bar =
1.211 in
I'x =
0.853
in4
S'x=
0.569
in3 R'x=
1.281 in
I'y =
0.481
in4
Sly=
0.362
in3 R'y=
0.962 in
Cold Formed Channel
Depth
1.500
in
Fy
= 50 ksi
Flange
1.000
in
[. Lip
0.250
in
I Thickness
0.0750
in
BRACE SECTION
R
0.1000
in
Blank =
3.46
in
wt =
0.9 plf
A =
0.260
in2
! Ix =
0.091
in4
Sx =
0.121
in3 Rx =
0.591 in
Iy =
0.031
in4
Sy =
0.049
in3 Ry =
0.344 in
a
1.1500
Web w/t
15.3333
i a bar
1.4250
F1g w/t
8.6667
b
0.6500
x bar
0.3290
b bar
0.9250
m
0.5186
c
0.0750
x0
- 0.8476
c bar
0.2125
J
0.0005
u
0.2160
x web
0.3665
gamma
1.0000
x lip
0.6335
R'
0.1375
h/t
18.0000
Z
= 2
Q�
J U.
U O
Co o.
CO Lu
J =
H
to LL
WO
J
LL Q
c�
W
Z
ZO
W
W
U�
a F-
WW
H
111 Z
P�
Z
Cold Formed Section
HEIGHT OF BEAM 4.000 INCHES
MAT'L THICKNESS 0.075 INCHES
INSIDE RADIUS 0.100 INCHES LOAD BEAM
WIDTH
STEEL YIE]
STEP
LONG SIDE
TOP
STEP SIDE
STEP BOTT
SHORT SID
BOTTOM
CORNERS
2
3
4
5
6
TOTALS
2.750 INCHES
-jD 50.0 KSI
1.625 INCHES HIGH
ABOUT THE HOR
L Y LY
3.6500 2.0000 7.3000
1.4000 3.9625 5.5475
1.3500 3.1500 4.2525
0.7250 2.3375 1.6947
2.0250 1.1875 2.4047
2.4000 0.0375 0.0900
0.2160 3.9125 0.8450
0.2160 3.9125 0.8450
0.2160 2.3875 0.5157
0.2160 2.2875 0.4941
0.2160 0.0875 0.0189
0.2160 0.0875 0.0189
12.8459 25.3500 24.0270
AREA = 0.963 IN2
1.000 INCHES WIDE
IZONTAL AXIS
LY2 Ii
14.6000 4.0523
21.9820 0.0000
13.3954 0.2050
3.9613 0.0000
2.8556 0.6920
0.0034 0.0000
3.3063 0.0004
3.3063 0.0004
1.2311 0.0004
1.1302 0.0004
0.0017 0.0004
0.0017 0.0004
65.7748 4.9516
ABOUT THE VERTIC
X
LX
0.0375
0.1369
0.8750
1.2250
1.7125
2.3119
2.2125
1.6041
2.7125
5.4928
1.3750
3.3000
0.0875
0.0189
1.6625
0.3591
1.8000
0.3888
2.6625
0.5751
2.6625
0.5751
0.0875
0.0189
17.8875 16.0064
CENTER GRAVITY =
1.870
INCHES
TO BASE
1.246
INCHES TO.LONG SIDE
Ix =
1.934
IN4
Iy =
1.039
IN4
Sx =
0.908
IN3
Sy =
0.691
IN3
Rx =
1.417
IN
Ry =
1.039
IN
5
z
= z
JU
U O
N D
C0 w
W =
H
�LL
WO
L L
= W
z �..
H- O
z I-
W
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WW
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W z
U=
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z
BEAM END CONNECTOR
------------------
------------------
COLUMN MATERIAL THICKNESS =
LOAD BEAM DEPTH =
TOP OF BEAM TO TOP OF CONN=
WELD @ BTM OF BEAM =
LOAD =
CONNECTOR VERTICAL LOAD =
RIVETS
0.075
4
0.000
0.000
3600
900
IN
IN
IN
IN
LBS PER PAIR
LBS EACH
2 RIVETS @
4
" oc 0.4375
" DIA A502 -2
1st @
1
"BELOW TOP OF CONNECTOR
AREA =
0.150
IN2 EACH Fv =
22.0
KSI
Vcap =
3.307
KIPS EACH RIVET
BEARING Fb =
65.0
KSI
BRG CAP=
2.133
KIPS EACH RIVET
TOTAL
RIVET VERTICAL CAPACITY =
4.266
KIPS
CONNECTOR
6 " LONG CONNECTOR
ANGLE Fy =
50
KSI
1.625
" x
3 It x
0.1875
" THICK
S =
0.131
IN3 Mcap =
3.924
K -IN
W/ 1/3 INCREASE =
5.232
K -IN
RIVET MOMENT RESULTANT @ 0.4
IN FROM
BTM OF CONN
M = PL
L =
1.6 IN
Pmax
Mcap /L =
3.270 KIPS
RIVET LOAD DIST MOMENT
P1 2.844 4.600 13.081 RIVET OK
f P2 0.371 0.600 0.223
P3 0.000 0.000 0.000
P4 0.000 0.000 0.000
TOTAL 3.215 13.304 CONNECTOR OK
1
I WELDS
0.125 " x 4.000 " FILLET WELD UP OUTSIDE
0.125 " x 2.375 " 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
f USE EFFECTIVE 0.075 " THICK WELD
I
L = 8.00 IN A = 0.600 IN2
I S = 0.400 IN3 Fv = 26.0 KSI
Mcap = 10.40 K -IN W /1/3 INCR= 13.87 K -IN
21%
y' ! F F +(a wf.�. .�)• wtlu�.w h J. ' ^' •dELN it LL.iWi..Yw�Wi±L.M1 :«11'
Z
J- Z
w W
UO
co °
U.
WO
u -
=
z ? F-
F- O
Z I-
Ul �5
v
O N
Ww
H L).
Z.
co
O �
Z
Z
'~ W
JU
UO
V) o
U_
1-
NLL
WO
LL
Q
a
= W
1- 3: ? 1-
HO
Z 1--
W
U�
O-
O I-
WW
LO
. • Z.
W
L)
.
Z
In Upright Plane
Seismic Load Distribution
per 2003
IBC
Ca
= 0.357
1.33 Allowable Stress Increase
I
= 1.00
R = 4.0
V = (2 . 5 *Ca *I) / (R *LF) *Pl* . 67
LF = 1.4
Weight
60 # per level frame
weight
Columns
Q 42 "
Levels
Load WiHi
Fi
FiHi Column:
(inches)
( #) (k -in)
( #)
(k -in) C 3.000x 2.500x 0.075
132
3660 483
585
77
88
3660 322
390
34
44
3660 161
195
9 KLx =
44 in
0
0 0
0
0 KLy =
43 in
0
0 0
0
0 A=
0.520 in
0
0 0
0
0 Pcap =
16497 lbs
10980 966
1171
120
Column
51% Stress
Max column load
= 8352
#
Min column load
= 2628
#
Overturning
OTM =
120.2
K -IN X 1.15 =
138.2 K -IN
RM =
230.6 K -IN
REQUIRED HOLD DOWN =
0.00 KIPS
Anchors:
Special
Inspection(Y or N)? NO
2
______
T = 0
No uplift anchors req'd
2
2
0.5
" diameter Hilti -KB II
3.5
"embedment in 2000 psi
concrete
Tcap = 2333
#
0% Stressed
V =
585 # per leg Vcap
= 4907 # =
12% Stressed
COMBINED =
3% Stressed
Braces:
Brace height
= 43
"
Brace width =
42
"
Length =
60
"
P =
1676
#
Use C 1.500x
1.000x 0.075
A =
0.260
in
L/r =
175
Pcap =
1724
# 97%
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'~ W
JU
UO
V) o
U_
1-
NLL
WO
LL
Q
a
= W
1- 3: ? 1-
HO
Z 1--
W
U�
O-
O I-
WW
LO
. • Z.
W
L)
.
Z
In Upright Plane
Seismic Load Distribution TOP LOAD ONLY
------------------- - - - - --
per 2003 IBC Ca = 0.357
1.33 Allowable Stress Increase
I = 1.00 R = 4.0
V = (2.5 *Ca *I) /(R *LF) *Pl
LF = 1.4
Weight
60 # per.level frame weight
Columns @ 42 "
Levels Load WiHi Fi FiHi Column:
(inches) ( #) (k -in) ( #) (k -in) C 3.000x 2.500x 0.075
132 3660 483 592 78
88 60 5 6 1
44 60 3 3 0 KLx = 44 in
0 0 0 0 0 KLy = 43 in
0 0 0 0 0 A= 0.520 in
0 0 0 0 0 Pcap = 16497 lbs
3780 491 602 79 Column
23% Stress
Max column load = 3767 #
Min column load = 13 #
Overturning
OTM = 78.8 K -IN X 1.15 = 90.7 K -IN
RM = 79.4 K -IN
REQUIRED HOLD DOWN = 0.27 KIPS
Anchors: Special Inspection(Y or N)? NO 2
T = 269 # 2
2 0.5 " diameter Hilti -KB II
3.5 "embedment in 2000 psi concrete
Tcap = 2333 # 12% Stressed
V 301 # per leg Vcap = 4907 # = 6 Stressed
COMBINED = 4$ Stressed
Braces:
Brace height = 43 "
Brace width = 42 "
Length = 60 "
P = 861 #
Use : C 1.500x 1.000x 0.075
T - n oGn ,.
Z
H
'~ W
0
NO
W =
J f-
CO LL
WO
2 QQ
LLQ
_ C1
�W
Z
I—
I— O
W F-
5
�O
ON
o F-
WW
LL O
.Z
U=
O
Z
i
s
PAGE 1
MSU STRESS -11 VERSION 9/89 - -- DATE: 07/06/:4 - -- TIME OF DAY: 11:01:49
INPUT DATA LISTING TO FOLLOW:
Structure Storage Rack in
Load Beam
Plane
Type Plane Frame
Number of Joints 14
Number of Supports 8
Number of Members 15
Number of Loadings 1
Joint Coordinates
1 0.0 44.0
S
2 0.0 88.0
S
3
3 0.0 132.0
S
4 54.5 0.0
S
5 54.5 44.0
2
6 54.5 88.0
7 54.5 132.0
8 •163.5 0.0
S
9 163.5 44.0
1
10 163.5 88.0
11 163.5 132.0
12 218.0 44.0
S
13 218.0 88.0
S
14 218.0 132.0
S
Joint Releases
4 Moment Z
8 Moment Z
1 Force X Moment Z
2 Force X Moment Z
3 Force X Moment Z
12 Force X Moment Z
13 Force X Moment Z
14 Force X Moment Z
Member Incidences
1 1 5
2 2 6
3 3 7
4 4 5
5 5 6
6 6 7
7 8 9
8 9 10
9 10 11
10 5 9
11 9 12
12 6 10
13 10 13
14 7 11
15 11 14
Member Properties
1 Thru 3 Prismatic Ax
0.963
Ay
3 Levels
0.674
rd
Iz 1.934
14
13
12
Z
H
�W
3
UO
ND
J =
H
N LL
WO
U. a
CO) =3
=
FW
Z
F-
i- O
zH
Uj W
U�
ON
o �-.
WW
LL O
.• Z
W
U=
O
Z
w
Seismic Analysis
PAGE
MSU STRESS -11 VERSION 9/89 -
-- DATE: 07/06/:4 - -- TIME OF DAY: 11:01:49
4 Thru 9 Prismatic Ax
0.520
- ---------------------------
Ay 0.260 Iz 0.853
10 Thru. 15 Prismatic Ax
0.963
Ay 0.674 Iz 1.934
Constants E 29000. All G
12000. All
#
Tabulate All
##
Loading Dead + Live + Seismic
Joint Loads
3660
0.5214
5 Force Y -1.83
110
57.4
6 Force Y -1.83
110
3660
7 Force Y -1.83
1842
218
9 Force Y -1.83
109
218
10 Force Y -1.83
0.8096
2399
11 Force Y -1.83
265.5
164
5 Force X 0.055
0
0.0000
6 Force X 0.109
0
0.0
7 Force X 0.164
0
0
9 Force X 0.055
0
0
10 Force X 0.109
0
0
11 Force X 0.164
0.0000
0
Solve
0.0
0
PROBLEM CORRECTLY SPECIFIED,
EXECUTION TO
PROCEED
w
z
i� W
W�
JU
UO
CO 0
J =
H
NW
WO
9�
U-
Q
N�
. F
�W
z
I- O
z f-
Uj5
U
O�
O F-
W W.
F=- 0
LL ~O
Z
W
U N
O
z
Seismic Analysis
per 2003
IBC
wi
di
widi2
fi
fidi
#
in
##
3660
0.5214
995
110
57.4
55
110
3660
0.7095
1842
218
154.7
109
218
3660
0.8096
2399
328
265.5
164
328
0
0.0000
0
0
0.0
0
0
0
0.0000
0
0
0.0
0
0
0
0.0000
0
0
0.0
0
0
10980
5236
656
477.6
656
g =
32.2
ft /sec2
T =
1.0584 sec
I =
1.00
Cs =
0.0909 or
0.3565
Cv =
0.472
Cs min
= .14 *Sds= 0.1248
or 1.50
R =
6
Cs =
0.1248
LF =
1.4
V =
(Cs *I) /(LF) *W *.67
V =
0.089133 W *.67
=
656 #
1000
z
i� W
W�
JU
UO
CO 0
J =
H
NW
WO
9�
U-
Q
N�
. F
�W
z
I- O
z f-
Uj5
U
O�
O F-
W W.
F=- 0
LL ~O
Z
W
U N
O
z
10
i
PAGE 3
MSU STRESS -11 VERSION 9/89 - -- DATE: 07/06/:4 - -- TIME OF DAY: 11 :01:49
Structure
i
Storage Rack in Load Beam Plane
3 Levels
Loading Dead + Live + Seismic
{
I
MEMBER FORCES
MEMBER
JOINT
AXIAL FORCE
SHEAR FORCE
MOMENT
1
1
0.000
-0.168
0.00
! 1
5
0.000
0.168
-9.18
2
2
0.000
-0.072
0.00
2
6
0.000
0.072
-3.90
3
3
0.000
-0.020
0.00
3
7
0.000
0.020
-1.09
4
4
5.441
0.324
0.00
4
5
-5.441
-0.324
14.27
5
5
3.622
0.256
4.78
5
6
-3.622
-0.256
6.50
6
6
1.812
0.135
2.52
6
7
-1.812
-0.135
3.44
7
8
5.441
0.332
0.00
7
9
-5.441
-0.332
14.59
8
9
3.622
0.290
5.47
8
10
-3.622
-0.290
7.27
9
10
1.812
0.193
3.63
9
11
-1.812
-0.193
4.85
10
5
-0.013
-0.179
-9.88
10
9
0.013
0.179
-9.6
11
11
9
12
0.000
0.000
-0.190
0.190
0.00
1
r 12
6
-0.012
-0.091
-5.12
12
10
0.012
0.091
-4.84
13
10
0.000
-0.111
-6.06
' 13
13
0.000
0.111
0.00
14
7
0.029
-0.038
-2.34
14
11
-0.029
0.038
-1.80
15
11
0.000
-0.056
-3.05
15
14
0.000
0.056
0.00
APPLIED
JOINT LOADS, FREE
JOINTS
Z
Z
�W
UO
(n o
J �
C0 LL
WO r r
�J
LL ?
N
= W
Z �-
F- O
W
�5
U�
ON
O I-
WW
LLO
Z
U=
2
PAGE 4
MSU STRESS -11 VERSION 9/89 - --
DATE: 07/0.6/ :4 - -- TIME OF DAY: 11:01:49
JOINT
FORCE X
FORCE Y
MOMENT Z
5
0.055
-1.830
0.00
6
0.109
-1.830
0.00
7
0.164
-1.830
0.00
9
0.055
-1.830
0.00
10
0.109
-1.830
0.00
11
0.164
-1.830
0.00
REACTIONS,APPLIED LOADS SUPPORT JOINTS
JOINT
FORCE X
FORCE Y
MOMENT Z
1
0.000
-0.168
0.00
2
0.000
-0.072
0.00
3
0.000
-0.020
0.00
4
-0.324
5.441
0.00
8
-0.332
5.441
0.00
12
0.000
0.190
0.00
13
0.000
0.111
0.00
14
0.000
0.056
0.00
FREE JOINT DISPLACEMENTS
JOINT
X- DISPLACEMENT
Y- DISPLACEMENT
ROTATION
5
0.5214
- 0.0159
- 0.0033
6
0.7095
- 0.0264
- 0.0018
7
0.8096
- 0.0317
- 0.0009
9
0.5215
- 0.0159
- 0.0031
10
0.7096
- 0.0264
- 0.0015
11
0.8095
- 0.0317
- 0.0004
SUPPORT JOINT DISPLACEMENTS
JOINT
X- DISPLACEMENT
Y- DISPLACEMENT
ROTATION
1
0.5214
0.0000
0.0012
2
0.7095
0.0000
0.0001
3
0.8096
0.0000
- 0.0004
4
0.0000
0.0000
- 0.0160
8
0.0000
0.0000
- 0.0161
12
0.5215
0.0000
0.0019
13
0.7096
0.0000
0.0015
14
0.8095
0.0000
0.0011
I z
Z
�Z
W
aa�
JU
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co)
co) LLJ
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D F-
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H F-
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.. Z
W
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O
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I�
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H
~ Z
D
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U_ Q
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Z
Beam - Column Check
C 3.00Ox 2.500x
0.075
Fy =
50
ksi
A = 0.520
in2
Sx = 0.569
in3
Rx = 1.281
in
Ry =
0.962
in
kx = 1.00
ky =
1.00
Stress Factor
1.333
Point
P M
Lx
Ly
Pcap
Mcap
Ratio
9
5.5 14.6
44.0
43.0
16.54
22.75
970
10
3.7 7.3
44.0
43.0
16.54
22.75
54%
11
1.9 4.9
44.0
43.0
16.54
22.75
33%
0
0.0 0.0
44.0
43.0
16.54
22.75
0
0
0.0 0.0
44.0
43.0
16.54
22.75
0
0
0.0 0.0
44.0
43.0
16.54
22.75
0
Load Beam Check
4.00x 2.750x 0.075
Fy =
50
ksi
A = 0.963
in2
E =
29,500
E3 ksi
Sx = 0.908
in3
Ix =
1.934
in4
Length = 106
inches
Pallet Load 3600
lbs
Assume 0.5
pallet load
on each beam
M = PL /8= 23.85
k -in
fb = 26.26
ksi Fb =
30
ksi
88
Mcap = 27.24
k -in
36.33
k -in with
1/3 increase -
Defl = 0.49
in = L/
217
w/ 25% added to one pallet
load
M = .282 PL
= 26.90
k -in
99
I�
Z
H
~ Z
D
JU
UO
U) o
J
WU_
W �0�...
J
U_ Q
t o
= 0
Z F-
I_ O
Z F_
5
U 0,
O�
D I_
W W
F-
0
Z
W
U =.
Z
Base Plate Design
---------------------------
---------------------------
Column Load 6.3 kips
Allowable Soil 1500 psf basic
Assume Footing 24.5 in square on side
Soil Pressure 1500 psf
Bending:
Assume the concrete
slab works as a beam
that
is fixed against
rotation
at the end of
the base plate and is
free
to deflect at the
extreme
edge of the assumed
footing, but not free
to rotate.
Mmax = w1 "2/3
Use 5
"square base plate
W =
10.4 psi
1 =
7.26
in
Load factor =
1.67
M =
306
# -in
5
in thick slab
f'c =
2500
psi
S =
4.17 in3
fb =
73
psi
Fb = 5(phi) (f'c
=
163
psi
OK !!
Shear
Beam
fv = 25 psi
Fv =
85
psi
OK !!
Punching
fv = 44 psi
Fv =
170
psi
OK !!
Base Plate Bending
Use
0.375 "
thick
1 = 1.5 in
w =
251
psi
fb = 12027 psi
Fb =
27000
psi
OK !!
I Ll
Z
'~ W
JU
0
N 0
CO W
J H
CO W
W } O }
�J
U_ Q
C O
= C1
W
Z
F- O
Z F-.
�5
U�
O �
131--
W
I= U .
U_ O
•Z
W
H
O F-
Z
W I�
rD
N � �
woo
O
Woo N
0 N
NOTICE: IF THE DOCUMENT IN THIS FRAME I LESS CLEAR
NT
THIS NOTICE IT IS DUE TO. THE QUALITY O F
PERMIT COORD COP1
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D04 -242
PROJECT NAME: INSULMASTIC BUILDING PRODUCTS INC
SITE ADDRESS: 12610 INTERURBAN AVENUE SOUTH
X Original Plan Submittal _Response to Incomplete Letter #
Response to Correction Letter # Revision # after/before permit is issued
DEPARTMENTS
N ivision 4w(', - 7 -t� �.�. 7 / j ` 1 Build M Prevention [� Planning Division ❑
Public Works ❑ Structural ❑ Permit Coordinator ow
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -13 -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:
TOES /THURS R0 TING:
Please Route Structural Review Required
REVIEWER'S INITIALS:
0
APPROVALS OR CORRECTIONS
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS:
DATE: 07 -12 -04
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents/roudng slip.doc PERMIT C O O R D COPY
2 -28-02
❑ No further Review Required
DATE:
DUE DATE: 08 -10 -04
Not Approved (attach comments) ❑
z
~w
Ce W
U
UO
co Lu
J =
H
Co w
w
LL
�
= w
�_
z
�O
z �-
w
25
D
U co
o�
W W
F-
�' O
z
w
U=
O
z
I
'
Z�
}= Z
�w
2
D
UO
ND
CO LLI
w =
f••
CO (L•
w o
F-
J
U
CY
w
F - 3: ? i-
w�
w
D
oH-
ww
U
`� z
W
U=
H�
Z
f
0
0
q
O
a
v.
5
s
r
g
Q
6
5
L
L2
r
f
0
i
it
k.
:t
f�
k �
I_
i
i
T
i
t
i
t
i
I •
I
i
1
1
s
PRE- MANUF. PAINT BOOTH W,
VENT TO ROOF
GYRO PAINT MIXER BY
TENANT DEMISING
6' CONC. EXTRUDED 7F/ EPDXY
ADHESIVE SET TO EX.S!•iG COKC.
GRADE SLAB AS SPILL CONTROL
BAIsRPE4, TYP.
ENAN IMPR OVEMENT FLOOR PLA
�y
00 • v
0
i1 �
EXISTING CONC. WALL PANEL, TYP. ALL
EXTERIOR WALLS
NEW CONC. RAMP OVER EXIST. CONC.
SLAB ON GRADE
6 CONC. EXTRUDED W/ EPDXY
ADHESIVE SET TO EXISTING CONC.
GRADE SLAB AS SPILL CONTROL
BARRIER TO BE SET 10' MIN. FROM ALL
RACKING, TYP.
TENANT DEMISING PARTITION
•
GENER NOTES:
1. ALL DIMENSIONS ARE TO FACE OF STUD. FACE OF CONC. OR CENTERLINE OF COLUMN, U.N.O.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD W/ DIMENSIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS
IN THE FIELD W/ CIMENSIONS ARCHITECT OF RECORD SHALL BE NOTIFIED OF ANY DISCREPANCIES BETWEEN THESE
DRAWINGS AND ACTUAL FIELD CONDITIONS.
3. CONTRACTOR SHALL VERIFY DIMENSIONS OF MANUFACTURED PRODUCTS TO ASSURE COMPATIBILITY 147H THE PLANS.
4. ELECTRICAL. MECHANICAL. & PLUMBING SYSTEMS SHALL SUBMIT PLANS TO THE CITY OF TUKWILA FOR RENEW AND
APPROVAL UNDER DEFERRED SUBMITTAL. SYSTEMS SHALL BE INSTALLED BY LICENSED CONTRACTORS.
5. MECHANICAL CONTRACTOR SHALL PROVIDE VENTILATION SYSTEM COMPLIANT WITH REQUIREMENTS AS SET FORTH IN 1997
UBC AND WASHINTON STATE VENTILATION AND INDOOR AIR OUALITY CODE.
6. FIRE ALARM SYSTEM AND FIRE SPRINKLER SYSTEM WILL RFOUIRE SEPARATE PERMITS FOR EACH SYSTEM. THE
INSTALLING CONTRACTOR SHALL SUBMIT PLANS AND SPECIFICATIONS AND OBTAIN ALL NECESSARY PERMITS 'MTN THE CITY
OF TUKWILA PRIOR TO CONSTRUCTION.
7. INSULATION THAT IS EXPOSED TO THE INTERIOR SHALL HAVE A MAX. FLAME SPREAD RATING OF .25.
8. RESTROOM SHALL BE PROVIDED WITH A MECHANICALLY OPERATED EXHAUST SYSTEM CAPABLE OF
PROVIDING A COMPLETE CHANGE OF AIR EVERY 15 MINUTES. EXHAUST SYSTEM SHALL BE VENTED
DIRECTLY TO THE OUTSIDE. AND THE POINT OF DISCHARGE SHALL BE AT LEAST 3 FEET FROM ANY
OPENING INTO THE BUILDING PER SECT 1202.
9. EXIT SIGNS SHAD BE INSTALLED AT REQUIRED EXIT DOORWAYS AND WHERE OTHERWISE NECESSARY
TO CLEARLY INDICATE THE DIRECTION OF EGRESS. SIGNS SHALL BE INTERNALLY OR EXTERNALLY
ILLUMINATED BY TWO ELECTRIC LAMPS OR SHALL BE OF AN APPROVED SELF - LUMINOUS TYPE.
CURRENT SUPPLY TO ONE OF THE LAMPS SHALL BE PROVIDED BY THE BUILDING'S WIRING SYSTEM.
POWER TO THE OTHER LAMP SHALL BE FROM A BATTERY BACKUP SOURCE OR FROM AN ON -SITE
EMERGENCY SYSTEM PER SECTION 1003.2.9.
10. EACH SIDE OF ACCESSIBLE DOORS SHALL A LEVEL LANDING PROVIDED. ACCESSIBLE DOORWAY
SHALL HAVE LANDING THAT ARE NOT MORE THAN 1/2 LOWER THAN THE THRESHOLD OF THE
DOORWAY AND THE LENGTH OF THE LANDING IN THE DIRECTION OF TRAVEL SHALL BE NOT LESS
THAN FIVE FEET. NON - ACCESSIBLE DOORWAYS SHALL HAVE LANDING THAT ARE NOT MORE THAN 1'
LOWER THAN ThE THRESHOLD AND THE LENGTH OF THE LANDING IN THE DIRECTION OF TRAVEL
SHALL NOT BE LESS THAN 44' PER SECTION 1003.3.1.6.
11. DOOR THRESHOLDS SHALL BE NO HIGHER THAN 1/2' MAX. THE EDGES SHALL BE BEVELED AT 1:2 (V:H) WITH A MAX.
EDGE HEIGHT OF 112 PER U.B.C. SECT. 1106.10.4 & 1106.6.
STORAGE RACK LAYOUT for
INSULMASTIC COMPANY
TUKWILLA WA 98188
7 -2 -04
Z
Z
0 a� ,�� 0
to
1 14 Sx
;.ti
;.EGM
Ww I.Y IaETAL STUD WALL PER WAT3. TYPE �■
W. CONfCl WALL PANNL (EXSTNC)
Q (t j P?G%U DOT 9005 PER 199? WCT SECTON ;0032 &2, ICO32&3.
��
08 T0U2 &4. TOU2,&&
A L90 PKVM 9GN WjdE MAN INTRY ODORS STAr4kO
+'KS DOOR TO RLMA ft tOtOM CLRNG DJSNM POIW
PER tW SECT04 1007.251.
O FE PROVM A pmw ntE waimsm w�T VWN 2A —TO& RA04
WO PIT DahW'94M AT W MANX FrMV FLOOR i0 TOP Or
,RIVAX DSTA NM BETI1 N W.AQ045n 9lALL WT VKM 75 FEET VAX
AND 91EL BE VME AND ACCESSOLL
POSWI be mmotboss"m
vojwu Pew nq owe
����h s>,�
ao.. +�c
ri
9
C pF C�ED Fp
App MP"4*E
Rotr
JUL 2 ?004
a,�
�lI[� A la
n,,r n:
A 1
a
_
..
•• \��•� Wit. • r �
EXISTING CONC. WALL PANEL, TYP. ALL
EXTERIOR WALLS
NEW CONC. RAMP OVER EXIST. CONC.
SLAB ON GRADE
6 CONC. EXTRUDED W/ EPDXY
ADHESIVE SET TO EXISTING CONC.
GRADE SLAB AS SPILL CONTROL
BARRIER TO BE SET 10' MIN. FROM ALL
RACKING, TYP.
TENANT DEMISING PARTITION
•
GENER NOTES:
1. ALL DIMENSIONS ARE TO FACE OF STUD. FACE OF CONC. OR CENTERLINE OF COLUMN, U.N.O.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD W/ DIMENSIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS
IN THE FIELD W/ CIMENSIONS ARCHITECT OF RECORD SHALL BE NOTIFIED OF ANY DISCREPANCIES BETWEEN THESE
DRAWINGS AND ACTUAL FIELD CONDITIONS.
3. CONTRACTOR SHALL VERIFY DIMENSIONS OF MANUFACTURED PRODUCTS TO ASSURE COMPATIBILITY 147H THE PLANS.
4. ELECTRICAL. MECHANICAL. & PLUMBING SYSTEMS SHALL SUBMIT PLANS TO THE CITY OF TUKWILA FOR RENEW AND
APPROVAL UNDER DEFERRED SUBMITTAL. SYSTEMS SHALL BE INSTALLED BY LICENSED CONTRACTORS.
5. MECHANICAL CONTRACTOR SHALL PROVIDE VENTILATION SYSTEM COMPLIANT WITH REQUIREMENTS AS SET FORTH IN 1997
UBC AND WASHINTON STATE VENTILATION AND INDOOR AIR OUALITY CODE.
6. FIRE ALARM SYSTEM AND FIRE SPRINKLER SYSTEM WILL RFOUIRE SEPARATE PERMITS FOR EACH SYSTEM. THE
INSTALLING CONTRACTOR SHALL SUBMIT PLANS AND SPECIFICATIONS AND OBTAIN ALL NECESSARY PERMITS 'MTN THE CITY
OF TUKWILA PRIOR TO CONSTRUCTION.
7. INSULATION THAT IS EXPOSED TO THE INTERIOR SHALL HAVE A MAX. FLAME SPREAD RATING OF .25.
8. RESTROOM SHALL BE PROVIDED WITH A MECHANICALLY OPERATED EXHAUST SYSTEM CAPABLE OF
PROVIDING A COMPLETE CHANGE OF AIR EVERY 15 MINUTES. EXHAUST SYSTEM SHALL BE VENTED
DIRECTLY TO THE OUTSIDE. AND THE POINT OF DISCHARGE SHALL BE AT LEAST 3 FEET FROM ANY
OPENING INTO THE BUILDING PER SECT 1202.
9. EXIT SIGNS SHAD BE INSTALLED AT REQUIRED EXIT DOORWAYS AND WHERE OTHERWISE NECESSARY
TO CLEARLY INDICATE THE DIRECTION OF EGRESS. SIGNS SHALL BE INTERNALLY OR EXTERNALLY
ILLUMINATED BY TWO ELECTRIC LAMPS OR SHALL BE OF AN APPROVED SELF - LUMINOUS TYPE.
CURRENT SUPPLY TO ONE OF THE LAMPS SHALL BE PROVIDED BY THE BUILDING'S WIRING SYSTEM.
POWER TO THE OTHER LAMP SHALL BE FROM A BATTERY BACKUP SOURCE OR FROM AN ON -SITE
EMERGENCY SYSTEM PER SECTION 1003.2.9.
10. EACH SIDE OF ACCESSIBLE DOORS SHALL A LEVEL LANDING PROVIDED. ACCESSIBLE DOORWAY
SHALL HAVE LANDING THAT ARE NOT MORE THAN 1/2 LOWER THAN THE THRESHOLD OF THE
DOORWAY AND THE LENGTH OF THE LANDING IN THE DIRECTION OF TRAVEL SHALL BE NOT LESS
THAN FIVE FEET. NON - ACCESSIBLE DOORWAYS SHALL HAVE LANDING THAT ARE NOT MORE THAN 1'
LOWER THAN ThE THRESHOLD AND THE LENGTH OF THE LANDING IN THE DIRECTION OF TRAVEL
SHALL NOT BE LESS THAN 44' PER SECTION 1003.3.1.6.
11. DOOR THRESHOLDS SHALL BE NO HIGHER THAN 1/2' MAX. THE EDGES SHALL BE BEVELED AT 1:2 (V:H) WITH A MAX.
EDGE HEIGHT OF 112 PER U.B.C. SECT. 1106.10.4 & 1106.6.
STORAGE RACK LAYOUT for
INSULMASTIC COMPANY
TUKWILLA WA 98188
7 -2 -04
Z
Z
0 a� ,�� 0
to
1 14 Sx
;.ti
;.EGM
Ww I.Y IaETAL STUD WALL PER WAT3. TYPE �■
W. CONfCl WALL PANNL (EXSTNC)
Q (t j P?G%U DOT 9005 PER 199? WCT SECTON ;0032 &2, ICO32&3.
��
08 T0U2 &4. TOU2,&&
A L90 PKVM 9GN WjdE MAN INTRY ODORS STAr4kO
+'KS DOOR TO RLMA ft tOtOM CLRNG DJSNM POIW
PER tW SECT04 1007.251.
O FE PROVM A pmw ntE waimsm w�T VWN 2A —TO& RA04
WO PIT DahW'94M AT W MANX FrMV FLOOR i0 TOP Or
,RIVAX DSTA NM BETI1 N W.AQ045n 9lALL WT VKM 75 FEET VAX
AND 91EL BE VME AND ACCESSOLL
POSWI be mmotboss"m
vojwu Pew nq owe
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ao.. +�c
ri
9
C pF C�ED Fp
App MP"4*E
Rotr
JUL 2 ?004
a,�
�lI[� A la
n,,r n:
A 1
a
File: D04 -0242
35mm Drawing
#1 -2
mi
No dhangm 'shell be 11W% to the swpe.
of work without Prior appr'nw of
NUTS' rti, . tLLal
or
M31N30 11WZI3d
V IIMA[ u dU .UIJ
031/13036
SEPARATE PE *W
REQUIR FOR:
Mechanical
Qr Electrical
Q0 Plumbing
..- Gay- Piping- .._...._.... _......
CRV Of Tukwila
BUILDING DIVISION
Co FILE
It N o n
a is subJect to errors and m**
A WrOval of construct do c ft Agation of any adopted Code or ordinance. Rec-l-,
umen d no
Of OPPrOlVed Field Copy r = Wlfi o ns i
.« r rg_s
BY
D ate: 13
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PERMANENT PLAQUE NOT LESS THAN
50 SO INCHES IN AREA TO BE PLACED
IN CONSPICUOUS LOCATION STATING
3600# CAPACITY @ 44 ", 88 ", 132"
3' -6"
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14 GA THICK LOAD BEAM 7/16'0 4'oc
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3/16' THK IN COLUMN u
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1000# UPLIFT LOAD
COLUMN -BEAM CONN
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3"
3/8x 5x 8 BASEPLATE
(2) 1/2'0 ANCHORS
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6"
4-1 3.5"
5"
5' CONCRETE SLAB ON GRADE
COLUMN BASE X- SECTION
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STEP
(2) AISI A502 -2 RIVETS
14 GA THICK LOAD BEAM 7/16'0 4'oc
1 -5/8x 3x o HOOK THRU SLOTS o
3/16' THK IN COLUMN u
CONNECTOR 1/8 VERT EDGES
'.ONNECTOR
SAFETY PIN TO RESIST
1000# UPLIFT LOAD
COLUMN -BEAM CONN
IIII I _� IIII I II(Illl j
Inch 1/16 n 1 Ll r r 4tdej "�I ern yaL,a I <<
F ql ... a +
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COLUMN
1/8 Vl -1/2
EA SIDE
3"
3/8x 5x 8 BASEPLATE
(2) 1/2'0 ANCHORS
6'oc
FF
6"
4-1 3.5"
5"
5' CONCRETE SLAB ON GRADE
COLUMN BASE X- SECTION
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APpR N EE
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20 0 4
BUILD N �
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III�IIII�I��� 'I���II
UPRIGHT