HomeMy WebLinkAboutPermit D08-451 - REISCHLING PRESS - RACKSREISCHLING PRESS
3325 S 116 ST
EXPIRED 04
D08 -451
Parcel No.: 1023049069
Address: 3311 S 120 PL TUKW
Suite No:
Tenant:
Name: REISCHLING PRESS INC
Address: 3311 S 120 PL , TUKVVILA WA
CitAf Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
DEVELOPMENT PERMIT
Owner:
Name: SABEY CORPORATION
Address: 12201 TUKWILA INTL BLVD 4THFL , SEATTLE WA 98168
Phone:
Contact Person:
Name: MIKE SORENSON
Address: 1100 SW 7TH ST , RENTON WA 98057
Phone: 206 -818 -4488
Contractor:
Name: NORTHWEST HANDLING SYSTEMS
Address: 1100 SW 7 ST , RENTON WA 98055
Phone:
Contractor License No: NORTHHS963ND
•
Permit Number: D08 - 451
Issue Date: 10/20/2008
Permit Expires On: 04/18/2009
Expiration Date: 10/09/2009
DESCRIPTION OF WORK:
INSTALL (15) BAYS OF RACKING TO SUPPORT MECHANIOCAL BLOWER AND SHEET METAL HOOD ASSEMBLY.
MECHANICAL BLOWER PROVIDES AIR TO COOL LARGE PRINTERS.
Value of Construction: $0.00 Fees Collected: $180.23
Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006
Type of Construction: Occupancy per IBC:
* *continued on next page **
doc: IBC -10/06 D08 -451 Printed: 10 -20 -2008
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone:
Hauling: N Start Time: End Time:
Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
Moving Oversize Load: Start Time: End Time:
Sanitary Side Sewer:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use: Profit: N Non- Profit: N
Water Main Extension: Private: Public:
Water Meter:
Permit Center Authorized Signature:
Signature:
Print Name:
doc: IBC -10/06
City Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
N
//"i'ce.. J (3l�e/�1SU✓1
•
Permit Number: D08 - 451
Issue Date: 10/20/2008
Permit Expires On: 04/18/2009
Date: I b ��Fl - c
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.
Date: /497.''%e
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.
D08 -451 Printed: 10 -20 -2008
Parcel No.: 1023049069
Address:
Suite No:
Tenant:
3311 S 120 PL TUKW
• •
City of Tukwila
REISCHLING PRESS INC
1: ** *BUILDING DEPARTMENT CONDITIONS * **
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
PERMIT CONDITIONS
Permit Number:
Status:
Applied Date:
Issue Date:
D08 -451
ISSUED
10/02/2008
10/20/2008
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
5: When special inspection is required, either the owner or the registered design professional in responsible charge,
shall employ a special inspection agency and notify the Building Official of the appointment prior to the first
building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner.
6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections
shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special
inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection
approval.
7: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet
in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and
calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State
of Washington.
8: Manufacturers installation instructions shall be available on the job site at the time of inspection.
9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431 - 3670).
10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
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.
11: ** *FIRE DEPARTMENT CONDITIONS * **
12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
13: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort.
(IFC 1008.1.8.3 subsection 2.2)
14: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle
doc: Cond -10/06
008 -451 Printed: 10 -20 -2008
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
is engaged from inside the tenant space. (IFC Chapter 10)
15: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the
International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC
1008.1.8.1)
16: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
17: Aisles leading to required exits shall be provided from all portions of the building and the required width of the
aisles shall be unobstructed. (IFC 1013.4)
18: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress
travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress
travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access
corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the
nearest visible exit sign. (IFC 1011.1)
19: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with
the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having
a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be
less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire
Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high
contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not
energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction
cannot be readily changed. (IFC 1011.5.1)
20: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90
minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system
provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3)
21: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means
of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the
floor level. The power supply for the means of egress illumination shall normally be provided by the premise's
electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less
than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2,
1006.3)
22: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating
arid/or adding sprinkler heads. (IFC 901.4)
23: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate
flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3)
24: All new sprinlder systems and all modifications to existing sprinkler systems shall have fire department review and
approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler
systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk
Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to
the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050)
25: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require
relocation and/or addition of audible /visual notification devices. (City Ordinance #2051)
26: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire
Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC
104.2)
doc: Cond -10/06
D08 -451 Printed: 10 -20 -2008
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
•
27: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
28: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
29: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
doc: Cond - 10/06
* *continued on next page **
D08 -451 Printed: 10 -20 -2008
• •
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
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.
Date: / 0�.---o/ 7
doc: Cond -10/06 D08 -451 Printed: 10 -20 -2008
Company Name:
Company Name:
Mailing Address:
Contact Person:
E -M.' - - .
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
hllh:: 'www. ci.lukwilu. ivu, ass
Name: / Yom. 5C) ri2r1,.c c'.-
Mailing Address: / 10 5 l C7
Mailing Address: I O ()
Contact Person: /C4 I IQ. 5 c;re i.s j- i
E -Mail Address: M S u t'2h SCiil 6) r) 1-u ` (0 et,
Contractor Registration Number: Nu r+11 w / „2.- 'F
Company Name: N (■t (CC i i
� r lt,Qer/
E -Mail Address:
Q:Wpplications\Forms- Applications On Line' -2006 - Permit Application.doc
Revised: 9 -2006
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t r�tt �l2
Mailing Address: 4 1 1 a. tA,l, � /`O fr(,4✓�
City
Contact Person: 1- 1 (91(1
1)05 –Hs-
Building Permit No.
Mechanical Permit No
Plumbing /Gas Permit No.
Public Works Permit No.
Project No.
(For office use only)
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.: IO 3 c o (( 1
Floor:
Site Address: 3'3 1 i S, l 00 F - S'fa. / 6 ° Suite Number: I O
Tenant Name: p, I S CAI ). j (rat S 1-41( - New Tenant: Er''
Yes ❑ .. No
Property Owners Name: s ib h r' 5 4 6 e"j
Mailing Address: - D 1
City
State
cJ,A
Zip
CONTACT PERSON — who do we contact when your permit is ready to be issued
Day Telephone: (9-01 r g
City State Zip
E -Mail Address: 0 Q reo Kan G'iical Fax Number: Lion' c- dal? - 6
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumb'ng and Gas Piping (pg 5))
.E� v'li -
City State / Zip
Day Telephone: (Of) d 7 ��s �
Fax Number: l f r } r 6' ti 4
Expiration Date: ) ) / / C2 c r
ARCHITECT' OF RECORD All plans must be wet stamped by Architect of Record
City
Day Telephone:
Fax Number:
ENGINEER OF RECORD All plans must be wet stamped by Engineer of Record
Day Telephone:
Fax Number:
State
Zip
C4 c,/may
State Zip
- / Si ` lU 38(z)
SeVY .7 3
Page 1 of 6
BUILDING PERMIT INFORMATION - 206 -431 -3670
Valuation of Project (contractor's bid price): $ 5
Scope of Work (please provide detailed information): , ft S'I-r Cf (/ s)
51 mzciletru (4 / biota
__99e__ s- rye,/
t°►'►�G�4.�t ee..r Tw ✓1��Ks e-t1r 7e. (yep
GaraGvt y . /Let.?r ^I/1l jc� /G?s ,� r revl
Will there be new rack storage? [Yes
Existing Building Valuation: $
/) S 0 f r e ? Ic
l a 512 r ���>`.s , {4cd�-c/
5 a 1 e i c;,-) .i / G Cfs'il G./ r ?
9
❑.. No If yes, a separate permit and plan submittal will be required.
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 of 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 0 No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
V 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 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Q:\Applications\Forms- Applications On Line'3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Page 2 of 6
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1S Floor
/', 000
/3--49C----) _
- ---'
r--
2n Floor
3` Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
BUILDING PERMIT INFORMATION - 206 -431 -3670
Valuation of Project (contractor's bid price): $ 5
Scope of Work (please provide detailed information): , ft S'I-r Cf (/ s)
51 mzciletru (4 / biota
__99e__ s- rye,/
t°►'►�G�4.�t ee..r Tw ✓1��Ks e-t1r 7e. (yep
GaraGvt y . /Let.?r ^I/1l jc� /G?s ,� r revl
Will there be new rack storage? [Yes
Existing Building Valuation: $
/) S 0 f r e ? Ic
l a 512 r ���>`.s , {4cd�-c/
5 a 1 e i c;,-) .i / G Cfs'il G./ r ?
9
❑.. No If yes, a separate permit and plan submittal will be required.
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 of 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 0 No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
V 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 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Q:\Applications\Forms- Applications On Line'3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Page 2 of 6
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.
Building and Mechanical Permit
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition).
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 AU 0
Signature:
Print Name: i kinc. __ __ Day Telephone: - y 8
Mailing Address: 1 k 00 S- W 7' S ?`- (R P �vTer∎
Date Application Expires: L
Date Application Accepted:
GENT:
Q:\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc
Revised: 9 -2006
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City
Date: J
State Zip
Staff Initials:
Page 6 of 6
Receipt No.: R08 -03411
Initials: WER
User ID: 1655
Payee: MIKE SORENSON
ACCOUNT ITEM LIST:
Description
BUILDING - NONRES
PLAN CHECK - NONRES
STATE BUILDING SURCHARGE
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http://www.ci.tukwila.wa.us
Parcel No.: 1023049069 Permit Number: D08 -451
Address: 3311 S 120 PL TUKW Status: PENDING
Suite No: Applied Date: 10/02/2008
Applicant: REISCHLING PRESS INC Issue Date:
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 7131 180.23
Account Code Current Pmts
000/322.100
000/345.830
000/386.904
RECEIPT
106.50
69.23
4.50
Total: $180.23
Payment Amount: $180.23
Payment Date: 10/02/2008 08:32 AM
Balance: $0.00
doc: Receiot -06 Printed: 10 -02 -2008
e Material Handling Experts ,
ATTENTION FIRE AND BUILDING DEPARTMENTS
RACK INFORMATION SUPPLEMENT
Kt� 1 tfi tt) ��CE
CO pE COMP V
OCI 16 20
SITE ADDRESS: 3311 S. 120 Place Suite 160
TENANT NAME: Reischling Press, Inc.
DATE: October 1, 2008
APPLICANT: Mike Sorenson / (206) 818 -4488
1. Load application and rack configuration drawings attached.
3. Stamped engineering calculations attached.
8. Building egress and exits indicated on attached drawings.
SOS -'15
1100 'SW 7th St
Renton, WA 98055
(425) 255 -0500 ph
(425) 228-6946 fax
2. Attached plans detail the rack locations, dimensions, and specifications. Attached plans
detail the building /ceiling configuration.
4. Vertical members of storage racks are designed and installed so that failure of one vertical
member will not cause collapse of more than the bay or bays directly supported by that
member.
5. Commodities stored: Racks to support Mechanical Blower and sheet metal hood assembly
which provides circulated air to cool industrial printers. Blower assembly weighs
approximately 600 lbs.
6. Sprinkler System Information: .39 gallons per minute /over 5600 sq. ft. 2289 gallons per
minute at 63.03 psi with 360 heads.
7. Smoke and heat vents: In place, but not required for square footage of racking (under
12,000 square feet).
RECEIVED
OCT 02 2008
PERMIT CENTER
10/10/2008 16:10
G. OHANIAN
BY
DATE . fare:
SUBJECT
B18- 240 -3813 RACK DISGIN ING
RAdK DErilI(N & ENWNEERINd do.
412 WET BROADWAY, QUITE #204
QLENDALE. OA. 91204
TEL (818)240 -3910 FAX:(818)240 -3813
Rescie4yrc PRESS
3(( S. /2ota Pi., sa #re se /6a
7OIc W /LA w 4. 48/ 68
/QFsPDNse re. Pow c•Vca
sPEc /ht /NSPEcr /on✓ is 1b 1
fog SroAA ' Ri9 ANcvVc,e 4t rs
/NS719 i4T /eN. INc/O/2S 40
Pt R` '. ' [ - 13.
._._._.
RECEIVED
CITY OF TUKWILA
OCT 14 2008
PERMIT CENTER
PAGE 03/03
SHEET NO....? W 1
JOB NO... K.P.-.l..7.R2
EXPIRES 12 -26 -09
CORRECTION
LTR# 1
¶;o NISI
REFERENCE FOR STRENGTH
REDUCTION FACTORS
a
Including
Seismic
Excluding
Seismic
ACI 318 Section D.4.4
1.1
1.4
ACI 318 Section D.4.5
1.2
1.55
Page 3 of 14 ESR -1917
accordance with ACI 318 Appendix D and this report must be
modified by a factor of 0.60.
4.1.12 Structural Sand Lightweight Concrete over Metal
Deck: Use of structural sand lightweight concrete is allowed
in accordance with values presented in Table 3 and
installation details as show in Figure 5.
4.2 Allowable Stress Design:
4.2.1 General: Design resistances for use with allowable
stress design Toad combinations calculated in accordance
with Section 1605.3 of the IBC and Section 1612.3 of the
UBC, must be established as follows:
Rallow,ASD =
R
a
(5)
where Rd = 0 Rk represents the limiting design strength in
tension (0N) or shear (OV „) as calculated according to ACI
318 Sections D.4.1.1 and D.4.1.2 and Section 4.1 of this
report. For Toad combinations including earthquake, the value
Rd in Equation (5) must be multiplied by 0.75 in accordance
with ACI 318 Section D.3.3.3. Limits on edge distance,
anchor spacing and member thickness, as given in Tables 3
and 4 of this report, must apply. Allowable service loads for
single anchors in tension and shear with no edge distance or
spacing reduction are provided in Tables 6 through 9, for
illustration. These values have been derived per Equation (5)
using the appropriate strength reduction factors Ofrom Tables
3 and 4 and the a factors provided in Section 4.2 of this
report.
The value of a must be taken as follows:
4.2.2 Interaction: In lieu of ACI 318 D.7.1, D.7.2 and D.7.3,
interaction must be calculated as follows:
For shear loads V s 0.2 • Va,mw,ASD, the full allowable load in
tension Taaow,ASD may be taken.
For tension loads T s 0.2 • Tauow, 4r `
in shear Val,ow,ASD may be to en. OD � ®��� �
For all other cases:
T C V Ptr ®
+ s 1.2 6 lQ��{6)
allow oci ltd
6)
Installation:
T allow,ASD
Installation parameters are pro
2. The Hilti KB -TZ must
manufacturer's published instru
must be installed in holes drill
tatOla
or
concrete using
carbide - tipped masonry drill bits complying with ANSI
B212.15 -1994. The nominal drill bit diameter must be equal
to that of the anchor. The drilled hole must exceed the depth
of anchor embedment by at least one anchor diameter to
permit over - driving of anchors and to provide a dust collection
area as required. The anchor must be hammered into the
predrilled hole until at least four threads are below the fixture
surface. The nut must be tightened against the washer until
the torque values specified in Table 1 are achieved. For
installation in the soffit of concrete on steel deck assemblies,
the hole diameter in the steel deck not exceed the diameter
of the hole in the concrete by more than V, inch (3.2 mm). For
member thickness and edge distance restrictions for
installations into the soffit of concrete on steel deck
assemblies, see Figure 5.
4.4 Special inspection:
Specie inspection is required, in accordance with Section
1704.13 of the IBC and Section 1701.5.2 of the UBC. The
special inspector must be on the jobsite continuously during
anchor installation to verify anchor type, anchor dimensions,
concrete type, concrete compressive strength, hole
dimensions, hole cleaning procedures, anchor spacing, edge
distances, concrete thickness, anchor embedment, and
tightening torque.
5.0 CONDITIONS OF USE
The Hilti KB -TZ anchors described in this report comply with
the codes listed in Section 1.0 of this report, subject to the
following conditions:
5.1 Anchor sizes, dimensions and minimum embedment
depths are as set forth in this report.
5.2 The anchors must be installed in accordance with the
manufacturer's published instructions and this report. In
case of conflict, this report governs.
5.3 Anchors must be limited to use in cracked and
uncracked normal- weight concrete and structural sand
lightweight concrete having a specified compressive
strength, f' of 2,500 psi to 8,500 psi (17.2 MPa to 58.6
MPa), and cracked and uncracked normal- weight or
structural sand lightweight concrete over metal deck
having a minimum specified compressive strength, f'
of 3,000 psi (20.7 MPa).
5.4 The values of r used for calculation purposes must not
exceed 8,000 psi (55.1 MPa).
5.5 Loads applied to the anchors must be adjusted in
accordance with Section 1605.2 of the IBC and
Sections1612.2 or 1909.2 of the UBC for strength
design, and in accordance with Section 1605.3 of the
IBC and Section 1612.3 of the UBC for allowable stress
design.
5.6 Strength design values must be established in
accordance with Section 4.1 of this report.
5.7 Allowable design values are established in accordance
with Section 4.2.
.8 Anchor spacing and edge distance as well as minimum
member thickness must comply with Tables 3 and 4.
9 Prior to installation, calculations and details
demonstrating compliance with this report must be
submitted to the code official. The calculations and
details must be prepared by a registered design
professional where required by the statutes of the
jurisdiction in which the project is to be constructed.
Since an ICC -ES acceptance criteria for evaluating data
to determine the performance of expansion anchors
subjected to fatigue or shock loading is unavailable at
this time, the use of these anchors under such
conditions is beyond the scope of this report.
5.11 Anchors may be installed in regions of concrete where
cracking has occurred or where analysis indicates
cracking may occur (f,> f,), subject to the conditions of
this report.
5.12 Anchors may be used to resist short-term loading due to
wind or seismic forces, subject to the conditions of this
report.
5.13 Where not otherwise prohibited in the code, KB -TZ
anchors are permitted for use with fire- resistance -rated
D
` A BY 'G. OHANIAN
DATE. 9 -24 -08
SUBJECT_
STRUCTURAL CALCULATIONS OF STORAGE
RACKS FOR:
REISCHLING PRESS
311 S. 120TH PL. STE 160
TUKWILA, WA. 98168
PER IBC 2006 EDITION
STORAGE RACKS CAPACITY:
4000 # / LEVEL ON TYPE "A" & "B"
2000 # / LEVEL ON TYPE "C"
CALCS. 1 THRU 5
DRAWINGS: RD -13702
RACK DEIIIGN & ENGINEERING CO.
412 WEgT BROADWAY, OTTE #204
LBNDALE. dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
to8 '-IS I
FLE COPY
EXPIRES 12 - -
SHEET NO. 1
JOB NO.. RD - 13702
RECEIVED
OCT 0 2006
PERMIT CENTER
By G. OHANIAN
DATE . 9 - 24 - 0 8
SUBJECT
b
io
tn
115
IL)
r
96"
1
4
ti
4
1
TYPE "A"
4" BEAM 96" LONG
M= 96962 K _ 25 -K
S .80 <.77
120"
'TYPE "C"
5 1/8" AJ;AM
M= 1447x2.2K =4O "K
8
S c 1.2<1.3
A = WxL =.740<liA 160 = .8
384x1, xE
^.43 " < 96 =.53
384xI xE 180
1
RAdK DESIGN & ENOINEERIN(4 do.
412 WET BROADWAY, BUM #204
(LENDALE, CA. 91204
TEL:(818)240 -3810 FAX:(818)240 -8819
4000 #/ LEVEL +25% IMPACT
LOAD 2200 #/ BEAM
SIDE VIEW
TYPE "8"
I
,=3.6
S =1.3
F Y= 55 KS.
4000 #/ LEVEL +25% IMPACT
LOAD 2200 #/ BEAM
I =1.84
S =.85
Fy =55 KS/
SIDE VIEW
4" BEAM 120" LONG
2000 #/ LEVEL +25% IMPACT
LOAD 1200 #1 BEAM
zan•
M _
120"x1, 2Z = 18°K
8
S R = = .54 <.85
A _ 5xWxL _ 48 "<
384xI, xE
SHEET NO. 2
JOB NO. RD - 13702
I =1.84
S =.85
F Y= 55 KSI.
=.67
' BY G. OHANIAN
DATE 9 -24 -08
SUBJECT
SEISMIC DESIGN
_ S DS xI
V— Rx1.4
STRESS
1 =1 NO PUBLIC ACCESS
R =6 MOM. CONN.
R =4 BRACED
S =1 (USGS WEBSITE, "SITE CLASS 0 ")
W =D.L.+ 3 L.L.
LOAD PER COLUMN
TYPE "A" & "B"
L.L.= 2 x 2x4K =2.6K
3 2 ca.
W =.2 2.6 2.8 K
✓ _ 1x1x2.8 _
LONGIT. 6x1.4
✓ _ 1x1x2.8 =.SK
TRANS. 4x1.4
COLUMN ANALYSIS
100% LOAD
L.L.= 2x4K = 4K
2 COL.
COMBINED STRESS RATIO
P P + M a — 11 +22 = .83 <1.33
a x
RACK DESIGN & ENGINEERING CO.
412 WEgT BROADWAY, QUITE #204
QLENDALE, dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
IBC 2006
ASCE 7 (SEC. 15.5.3), RMI SPECS.
Fy =55 KSI
A =.62
S =.68
r =1.2
r =1.1
W= .2 D.L + . 4 LL =4.2 K
LONGIT. SEISMIC
17 _ 5•K
° (LI — W= .2 1.5 K
.33
6
KI 60x1.7 _
rx — - 85
r K1 =1_41. = 40
5
Max =S .Fb =22
'K
10
10•K
TYPE "C"
2
Fe =( xi- 2 = 40
rK
Fn =Fy(1 4F ) =36
P =F 22
P _ Pn _11 K
Po 1.92 —
SHEET NO. 3
JOB NO. RD - 13702
L.L. =3-x 2x2 =1.3K
3 2 coL.
✓ _ 1xlx1.5 =. 17K
LONGR. 6x1.4
✓ _ 1x1x1.5 =.26K
TRANS 4x1.4
TRANS. .17X58" =10 K
• By G. OHANIAN _
DATE. 9 -24 -08
SUBJECT
BASE PLATE
ANCH. TENSION = 14— (62x3 ") =.23
ANCHOR SHEAR = .2 — 2 K
TYPE "A" & "B"
(2) -1/2 "0 ANCHORS WITH 7 3/4 "x5 "x3/8" BASE PLATE
TYPE "C"
(1) -1/2 "0 ANCHOR WITH 4 1/2 "x3 "x3/8" BASE PLATE
1/2"0 HILTI KB —TZ ANCHORS
ESR -1917 OR APPROVED EQUAL.
MOMENT AT BEAM CONNECTION
7/16 "0 RIVET
A =.1 Fy = 79 KSI
Va = .1 x79x.4 = 3 K
Ma = 3 Kx4 "x1.33 = 16 3 PIN CONN.
CONN.
OVERTURNING
TYPE "A" & "B"
M .5 "x.5x1.15 =69"
MR = 2.8 K x44 "= 123 .K
NO UPLIFT
TYPE "C"
M •26 "x.5x1.15 =34"K
MR = 1.5 K x44 " = 66 "K
NO UPLIFT
RACK DESIGN & ENGINEERING CO.
412 WET BROADWAY. gUITE #204
LENDALE. DA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
7.5" "K
4.2K 1O:2)
TOP LEVEL LOADING (100% LOAD)
L.L.= 1 x 2 4K = 2 K
W= .2 +2 =2.2K
V — 1x1x2.2 =.39x
TRANS. 4x1.4
L.L. = 1x2 K = 1 K
2
W =.2 +1 K = 1.2K
V — 1x1x1.2 21 K
TRANS. 4x 1.4 •
SHEET NO. 4
JOB NO.. RD - 13702
7 3/4 "x5 "x3/8"
BASE PLATE
M =.39 Kx2x120 =94"K
M 2.2Kx44 " =97 K
NO UPLIFT
M = .21 Kx2x114" =48"K
M 1.2Kx44 " =53 "K
NO UPLIFT
• BY i G. OHANIAN
DATE 9 -24 -08
SUBJECT.
LOAD TO DIAGONAL
P = .5 = 1.2
44 BOTH SIDES TYP
FY =55 KSI
A =.31
r =.48
Q =.74
L= 56"
CHECK WELDS
1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL)
3x.125x.707x70x.3 = 5.7 K
CHECK SLAB
4200 4.2 °i
1000
F = 12.3 KSI
P = 3.8
4.2x144=605
605 =24"
M= (12 ) 2 x1000x 2 x12 =1500 #
S= 12x5 = 50
6
1500 = 30 <1.6 2500 =80
50
RACK DESIGN & ENGINEERING CO.
412 WE BROADWAY. QUITE #204
LENDALE. dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
1 3/4"
\ xFF x
t =.07"
TYP
4200 #
SHEET NO. 5
. RD -13702
JOB NO.
5" CONCRETE SLAB
2500 PSI. CONC.
1000 PSF. SOIL
03 -02 -2008
MIKE SORENSON
1100 SW 7TH ST
RENTON WA 98057
RE: Permit No. D08 -451
3311 S 120 PL TUKW
Dear Permit Holder:
Department of Community Development
Jim Haggerton, Mayor
Jack Pace, Director
In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division.
Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the
provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not
commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
Based on the above, you are hereby advised to:
Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection.
This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if
the project should be considered abandoned.
If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for
additional periods not exceeding 90 days each. Extension requests must be in writinff and provide satisfactory reasons why
circumstances beyond the applicants control have prevented action from being taken.
In the event you do not call for the above inspection and receive an extension prior to 04/18/2009 , 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,
seutA_
xc:
fer Marshall,
't Technician
Permit File No. D08 -451
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
r
October 9, 2008
Mike Sorenson
1100 SW 7` Street
Renton, WA 98057
Dear Mr. Sorenson:
•
Guy of Tukwila
Department of Community Development Jack Pace, Director
RE: CORRECTION LETTER #1
Development Application Number D08 -451
Reischling Press Inc -- 3311 South 120 Place
•
This letter is to inform you of corrections that must be addressed before your development permit can be
approved. All correction requests from each department must be addressed at the same time and
reflected on your drawings. I have enclosed comments from the Building Department. At this time, the
Fire Department has no comments.
Building Department: Allen Johannessen at 206 - 433 -7163 if you have questions regarding
the attached comments.
Jim Haggerton, Mayor
Please address the attached comments in an itemized format with applicable revised plans,
specifications, and /or other documentation. The City requires that two (2) complete sets of revised
plans, specifications and /or other documentation be resubmitted with the appropriate revision
block.
In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every
resubmittal. I have 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 -3670.
Sincerely,
ttw
Brenda Holt
Permit Coordinator
end
File No. D08 -451
P:\Permit Cen ter \Correction Letters \2008008-451 Correction Ltr #1.DOC
wer
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
/
Building Division Review Memo
• •
Date: October 9, 2008
Project Name: Reischling Press Inc.
Permit #: D08- 451
Plan Review: Allen Johannessen, Plans Examiner
Tukwila Building Division
Allen Johannessen, Plan Examiner
The Building Division conducted a plan review on the subject permit application. Please address the
following comments in an itemized format with revised plans, specifications and/or other applicable
documentation.
(GENERAL NOTE)
PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size).
(If applicable) Structural Drawings and structural calculations sheets shall be original signed wet
stamped, not copied.)
1. Engineer calculations specify HILTI KB -TZ anchors for securing storage rack base plates.
Calculations reference bolt installation per ESR -1917 where the report specifies "Special Inspection
is required ". Please provide notes on the plans and in the engineer's calculations that specify special
inspection requirements for the storage rack installation. (IBC 1704 -13 & 1707.6)
Should there be questions concerning the above requirements, contact the Building Division at 206 -431-
3670. No further comments at this time.
PERMIT COORD COPY.
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D08 -451 DATE: 10 -14 -08
PROJECT NAME: REISCHLING PRESS INC
SITE ADDRESS: 3311 S 120 PL
Original Plan Submittal
X Response to Correction Letter # 1
Response to Incomplete Letter #
Revision # after Permit Issued
DEPARTMENTS: khroo
� g D �s on
n
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Documents/routing slip.doc
2 -28 -02
Fire Prevention
Structural
Incomplete n
TUES/THURS ROUT NG:
Please Route Structural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS:
DATE:
DATE:
Planning Division
n Permit Coordinator
No further Review Required
DUE DATE: 10-16-08
Not Applicable n
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg El Fire ❑ Ping ❑ PW ❑ Staff Initials:
DUE DATE: 11-13-08
Not Approved (attach comments) n
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
?ERMT COORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D08 -451
PROJECT NAME: REISCHLING PRESS INC
SITE ADDRESS: 3311 S 120 PL STE 160
X Original Plan Submittal
Response to Correction Letter #
DATE: 10 -02 -08
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTMENTS: IH
Btii .f g '!vision
X11 0 6 1
Fire Prevention
Public Works ❑ Structural U Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
TUES/THURS RO ING:
Please Route
Documents/routing slip.doc
2 -28-02
APPROVALS OR CORRECTIONS:
Incomplete
u
Planning Division
DUE DATE: 10 -07-08
Not Applicable
n
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Structural Review Required
❑ No further Review Required
REVIEWER'S INITIALS: DATE:
DUE DATE: 11 -04 -08
Approved Approved with Conditions n Not Approved (attach comments)
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED: 1 0 : 1 '04
Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initial
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: /O / /3,C al
❑ Response to Incomplete Letter #
® Response to Correction Letter # 1
❑ Revision # after Permit is Issued
R
CRYO
❑ Revision requested by a City Building Inspector or Plans Examiner
OCT 14 2 008
Project Name: REISCHLING PRESS INC PEgMlrceuren
Project Address: 3311 South 120 Place
Contact Person: Mike Sorenson Phone Number: L2d6 8/8 7a?
Summary of Revision: Er //t*2e r t?O7 celtak AA,. Jp2t / /nS e e,*r4 -, o `T
G�t c, r bo //s '� 6e p r iCr( h d
/mg s »r% j t- ho
r d , 7(3°K a5 -3
r iRodiAord , Ctz4 dna7
I{ PS- R8/ - 5
tia5- tr i -SAY,
Plan Check/Permit Number: D08-451
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by: AkAiC3
K A Entered in Permits Plus on
\applications \forms - applications on line\revision submittal
Created: 8 -13 -2004
Revised:
Bond
Bond
Company
Name
Bond Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
6
TRAVS
81S103354822BCM
10/01/2001
Cancelled
01/01/1980
$12,000.00
10/09/2001
5
TRAVELERS
CASUALTY
Et SURETY
81S103354822BCM
10/01 /200010/01/2001
$6,000.00
01/04/2001
4
UNITED
PACIFIC
U2160121
10/01/199710/01
/2000
$6,000.00
3
UNITED
PACIFIC
INS CO
U2160121
10/01/199310/01
/1997
$4,000.00
2
FIDELITY a
DEPOSIT
CO
30132992
04/06/198810
/01/1993
$4,000.00
1
GREAT
AMERICAN
INS CO
9740689
04/06/198104
/06/1988
Name
Role
Effective Date
Expiration Date
FRANCK, JAMES J
01/01/1980
THOMAS, KEVIN A
01/01/1980
KOSTY, CLARK R
01/01/1980
Untitled Page
General /Specialty Contractor
A business registered as a construction contractor with Lai to perform construction work
within the scope of its specialty. A General or Specialty construction Contractor must
maintain a surety bond or assignment of account and carry general liability insurance.
Business and Licensing Information
Name
Phone
Address
Suite /Apt.
City
State
Zip
County
Business Type
Parent
Company
NORTH WEST HANDLING
SYS INC
4252550500
1100 SW 7TH ST
RENTON
WA
980552939
KING
CORPORATION
UBI No.
Status
License No.
License Type
Effective Date
Expiration Date
Suspend Date
Previous
License
Next License
Associated
License
Specialty 1
Specialty 2
600051641
ACTIVE
NORTHWH275JF
CONSTRUCTION
CONTRACTOR
4/6/1973
10/9/2009
GENERAL
UNUSED
Business Owner Information
•
•
Bond Information
h ttnc• / /fnrtrpcc wa art v /1ni/hhin/Tl eta i1 acnv9T.irpncp= N(1RTNWT- T77STF
Page 1 of 2
1 n/ ')n/'nng
PROPOSED
;CAGE AREA
L J
PADDER
PUNCH
AISLE
CUTTING
WIRE LOOP BIND
- - - - --C
TYPE "C"
RACKS
RACK - - TYP
NORTH SCALE: 1/8" = 1'-0"
KS TYPE "
NORTH
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
NOTE: Revisions will require a new plan submittal
and may include additional plan review fees.
FILE COPY
Permit No.
By
Date: CZ
City ofT't sea
APR 1;8 2009
Plar review approval Is subject to errors and omissions.
A pproval of construction documents does not au"zhcriza
the violation of any adopted code or ordinance. Recei71
of approved Field Copy and pnditions is ack, lo, i c,. ,
RECEIVED
OCT 02 200$
PERMIT CENTER
SHEET NUMBER
DRAWING NUMBER
BOTH SIDES TYP.
t =.07"
SEC. A -A
BRACING DETAIL
t =.07"
(1)-1/2"0 ANCHOR BOLT PER BASE PLATE
3 1/4" EMB., (SEE NOTE NO. 4)
1/4"0 SAFETY LOCK
(1000 # CAPACITY)
7/16 "0 RIVET
ASTM A354 -79
BASE PLATE DETAIL
(2)-1/2"0 ANCHOR BOLTS PER BASE PLATE
3 1/4" EMB., (SEE NOTE NO. 4)
3 PIN CONNECTION
a
d'
96"
TYPE
0
0
r •
144"
44"
N
96"
RE' iEVv tN
CODE COMPLIANc .
APPROVFr.
OC I 1 6 MI
City Of Tukwila
B ILDING tIVISIG 3
yO1 tS
1- DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS
AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS
OF THE IBC 2006 EDITION
2 -STEEL FOR ALL SHAPES FY= 55 KSI. ASTM A570-85 GR.55 (EXCEPT AS NOTED)
3-ALL WELDED CONSTRUCTION IN A SHOP OF AN APPROVED FABRICATOR #1464
(E70XX ELECTRODES)
4 -ALL ANCHORS HILTI KB -TZ (ESR -1917) OR APPROVED EQUAL
5-CONCRETE SLAB 5" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF
6- STORAGE RACK CAPACITY 4000 #/ LEVEL ON TYPE "A" & "B"
2000 #/ LEVEL ON TYPE "C"
7-ALL RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS
A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA
SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD OF NOTE NO. 6
8- STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE
VERTICAL OF 1/2" IN 10'-0" OF HEIGHT
EXPIRES 12- .26 -09
R EV.
DATE
RACK DESIGN AND ENGINEERING
412 wErr BROADWAY, SUITE #204, GLENDALE, CA. 91204
DRAWN BY: A.KH.
SCALE: NONE
DATE: 9- 24•-0$
PROJECT:
EX
APR 1/.3 2009
REVISION
RECEivP
OCT 02 ZD
PERMIT CENTER
REISCHLING PRESS
311 S. 120TH PL. STE 160, TUKWILA, WA. 113168
E3 No.
STORAGE RACK D D-13702
R
ETAILS �
SHEET NC