HomeMy WebLinkAboutPermit D11-338 - SAVVIS - SECURITY CAGESAVVIS
3355 S 120 PL
EXPIRED 07 -15 -12
D11 -338
City oKukwila
•
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Inspection Request Line: 206 - 431 -2451
Web site: http: / /www.TukwilaWA.gov
Parcel No.: 1023049082
Address: 3355 S 120 PL TUKW
Suite No:
Project Name: SAVVIS
DEVELOPMENT PERMIT
Permit Number: D11 -338
Issue Date: 11/16/2011
Permit Expires On: 05/14/2012
Owner:
Name: SABEY CORPORATION
Address: 12201 TUKWILA INTL BLVD , 4TH FLOOR 98168
Contact Person:
Name: DAVID LITTLE
Address: 9883 40 AV S , SEATTLE WA 98118
Contractor:
Name: ENGINEERED PRODUCTS
Address: 18271 ANDOVER PK W , TUKWILA WA 98188
Contractor License No: ENGINPC931CO
Phone: 206 394 -3306
Phone: 206 - 394 -3300
Expiration Date: 02/20/2013
DESCRIPTION OF WORK:
INSTALL SECURITY CAGE
Value of Construction: $12,135.00
Type of Fire Protection:
Type of Construction:
Electrical Service Provided by: SEATTLE CITY LIGHT
Fees Collected: $559.07
International Building Code Edition: 2009
Occupancy per IBC:
* *continued on next page **
doc: IBC -7/10
011 -338 Printed: 11 -16 -2011
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant:
Flood Control Zone:
Hauling:
Land Altering:
Landscape Irrigation:
Moving Oversize Load:
N
N
• •
Number: 0 Size (Inches): 0
Start Time:
Volumes: Cut 0 c.y.
End Time:
Fill 0 c.y.
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: N
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 • - 't does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or . e perf . rm . ce of work. I am authorized to sign and obtain this development permit and agree to the conditions attached
to this permit
Signature: / Date: /I
Y
Print Name: c t l
likes
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.
PERMIT CONDITIONS:
1: ** *BUILDING DEPARTMENT CONDITIONS * **
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 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.
4: 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.
5: Manufacturers installation instructions shall be available on the job site at the time of inspection.
6: 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
doc: IBC -7/10
D11 -338 Printed: 11 -16 -2011
Building Official from requiring the correctiolperrors in the construction documents and otdata.
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: If the fenced -in area is to be occupied on a regular basis, the following exiting requirements shall apply.
10: 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)
11: Gates serving the means of egress system shall comply with the requirements of the International Fire Code. Gates used
as a component in a means of egress shall conform to the applicable requirements for doors. (IFC 1008.2)
12: 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)
13: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
14: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating
and/or adding sprinkler heads. (IFC 901.4)
15: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and
approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler
systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer
licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention
Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050).
16: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at
one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry
chemical type. The travel distance to any extinguisher must be 75 or less. (IF'C 906.3) (NFPA 10, 3 -2.1)
17: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is
calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A,
20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75 or less. (IFC 906.3) (NFPA 10, 3 -2.1)
18: Maintain fire extinguisher coverage throughout.
19: 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)
20: 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)
21: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
22: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
23: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
doc: IBC -7/10
D11 -338 Printed: 11 -16 -2011
CITY OF TUIONA
Community Develop 1 Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
CONSTRUCTION PERMIT APPLICATION
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 Address: S5 S iaOt%
Tenant Name: Javvi S
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Name: vt t tittle,
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Address: p ii 0 ,.1• f &c_ c
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Exp Date:
Tukwila Business License No.:
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H:\ApplicationsWorms- Applications On Line'2011 Applications\Permit Application Revised - 8- 9- 11.docx
Revised: August 2011
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King Co Assessor's Tax No.:
Suite Number: Floor: 7
New Tenant: ❑ Yes e`er' No
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Company Name:
Address: 200
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City: 414 6. 1 4 eA M
Architect Name:
Zip: ? - 7
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Phone: '7141- b -7S5D
Fax: '7 /N -c3.
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Address:
City:
State:
Zip:
Phone:
Fax:
Email:
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Company Name: 9-4u`,e_ ( lU „cep k
Engineer Name: A /lD?
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Address: 200
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City: 414 6. 1 4 eA M
State: G i
Zip: ? - 7
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Phone: '7141- b -7S5D
Fax: '7 /N -c3.
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Email:
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Page 1 of 4
*MIN Epi ON0 d A t a
Valuation
of Project (contractor's bid prie $ / �� / 3 s". Existing L[ ding Valuation: $
Describe the scope of work (please provide detailed information):
Will there be new rack storage? ❑ .... Yes
..No If yes, a separate permit and plan submittal will be required.
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Accessory, Structut'i�lrt
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�Attache'y�d��ara�e4
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etached N p rt $ "
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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 ❑ No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
If "yes', attach list of materials and storage locations on a separate 8 -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.
H:\Applications\Forms- Applications On Line\2011 Apphications\Permit Application Revised - 8 -9 -11 docx
Revised: August 2011
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Page 2 of 4
kali itio,„ KS PE � ,gr li r - IC to m wide 01479
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v Scope of Work (please provide detailed information):
Call before you Dig: 811
Please 'refer to Public Works Bulletin- #1 for fees and estimate sheet.
Water District
❑ .. Tukwila ❑ ...Water District #125
❑ .. Water Availability Provided
Sewer District
❑ .. Tukwila
❑ .. Sewer Use Certificate
❑... Highline
❑ ...Valley View 0... Renton
❑ ...Sewer Availability Provided
❑ .. Renton
❑ .. Seattle
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.
Submitted with Application (mark boxes which apply):
❑ .. Civil Plans (Maximum Paper Size — 22" x 34 ")
❑ .. Technical Information Report (Storm Drainage)
❑ .. Bond 0... Insurance 0... Easement(s)
Proposed Activities (mark boxes that apply):
❑ .. Right -of -way Use - Nonprofit for less than 72 hours
❑ .. Right -of -way Use - No Disturbance
❑ .. Construction/Excavation/Fill - Right -of -way ❑
Non Right -of -way ❑
❑ .. Total Cut
❑ .. Total Fill
cubic yards
cubic yards
❑ .. Sanitary Side Sewer
❑ .. Cap or Remove Utilities
❑ .. Frontage Improvements
❑ .. Traffic Control
❑ .. Backflow Prevention - Fire Protection
Irrigation
Domestic Water
❑... Geotechnical Report
0... Maintenance Agreement(s)
❑ ...Traffic Impact Analysis
❑ ...Hold Harmless — (SAO)
❑ ...Hold Harmless — (ROW)
0... Right-of-way Use - Profit for less than 72 hours
0... Right-of-way Use — Potential Disturbance
0... Work in Flood Zone
❑... Storm Drainage
0... Abandon Septic Tank
❑... Curb Cut
0... Pavement Cut
❑... Looped Fire Line
❑ .. 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 ❑
D... Grease Interceptor
❑... Channelization
0... Trench Excavation
0... Utility Undergrounding
❑ ...Deduct Water Meter Size
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment
Monthly Service Billing to:
Name: Day Telephone:
Mailing Address:
Water Meter Refund/Billing:
Name:
Mailing Address:
City
State Zip
Day Telephone:
City
State Zip
H:WpplicationsWorms- Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 11.docx
Revised: August 2011
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Page 3 of 4
Value of Construction — In all cases, a value onstruction amount should be entered by the appli it. 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 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).
I HEREBY CERTIFY THAT 1 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 OW R q ' AUT.ZtIORIZED AGENT:
Signature: /
Print Name: t t v J 1. i.
Mailing Address: 9/5 'JO /t/t- S
Date:
Day Telephone: ,9t -3y`1- 3336
Ott_ 111/4 Ab /l1
H: \Applications\Forms- Applications On Line\2011 Applications\Permit Application Revised - 8 -9 -1 I.docx
Revised: August 2011
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City State Zip
Page 4 of 4
1
411/
C City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone:206- 431 -3670
Fax: 206 - 431 -36 65
Web site: http: / /www.TukwilaWA.gov
Parcel No.: 1023049082
Address: 3355 S 120 PL TUKW
Suite No:
Applicant: SAVVIS
RECEIPT
•
Permit Number: D11 -338
Status: APPROVED
Applied Date: 10/17/2011
Issue Date:
Receipt No.: RI 1-02497
Initials:
User ID:
Payee:
WER
1655
Payment Amount: $340.60
Payment Date: 11/16/2011 11:52 AM
Balance: $0.00
LAURA OHRINGER
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA
Authorization No. 047488
ACCOUNT ITEM LIST:
Description
340.60
Account Code Current Pmts
BUILDING - NONRES
STATE BUILDING SURCHARGE
000.322.100 336.10
640.237.114 4.50
Total: $340.60
doc: Receipt -06 Printed: 11 -16 -2011
• •
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.TukwilaWA.gov
Parcel No.: 1023049082
Address: 3355 S 120 PL TUKW
Suite No:
Applicant: SAVVIS
RECEIPT
Permit Number: D11 -338
Status: PENDING
Applied Date: 10/17 /2011
Issue Date:
Receipt No.: R11 -02271
Initials: TLS
User ID: 1670
Payment Amount: $218.47
Payment Date: 10/17/2011 02:30 PM
Balance: $340.60
Payee: LAURA OHRINGER ENGINEERED PRODUCTS
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA
Authorization No. 009920
ACCOUNT ITEM LIST:
Description
218.47
Account Code Current Pmts
PLAN CHECK - NONRES
000.345.830 218.47
Total: $218.47
doc: Receiot -06 Printed: 10 -17 -2011
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO. I
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451 t -
8" r -33g
Proj U r
c)cM)A . L.0Ae
Type of'n /eA ( B J (0.416
Address:
•335 0-4
.E
PL..
Called:
Special Instructions:
CA ..-
ME)r -/-1) + (A,sea .r(00r ,07 f7 Q
Date Wanted:. a.m.
i- 2-.--Tfralr
Requester: •
Phone No:
_ 42-5-2-1Y-3 / Q ti
El Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
c)cM)A . L.0Ae
AA - ._,A it v r ,A-le AI (,t. td& 114 t4
A-- e_ J A i "A eer
i.4 (L ..tA. e .CHAS‹' 1,
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-7..7 44 ; 0- /3 ( Tl o e. -e) ,\ c fc. re t
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REI SN PECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
Date:
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd:, #100, Tukwila. WA 98188 g. (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
D11 - 33S
Proj ct t
Type of, Inspection:
ri,..1-
AO tesc... �. L{.
Date Called:
_.73
pecial Instructions: •
.�f
5E. .- cA ► /
Vr 1-0 a- 354 -33 QV
•
Date Wanted:.
/
a.m.
f° -12- ,
Requester:
1 r WI°
Ph22
1 4_330G
6.
•
Approved per applicable codes.
Corrections required prior to approval. 1/
COMMENTS:
ri,..1-
j - d it
_Cc - r e c"J_J
0_ ---r-o t) f--
gr I- M :4
,2 . - s dt eJJ I -e IAA en
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_
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Insp(ctor:
Date:
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
n1)- 33(j -
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT r
444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407
Project: ��
Sly
Sprinklers:
Typ- of Inspection:
t,,, l
r,
Address: 3 U
Suite #:
S 1 a. U f L 101
Contact Person:
Special Instructions:
Se r u? r
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
C am- -cur
Se r u? r
i .e. n S. i /D 1 1 9- no CaA) d0 -(N, 5-
teA-4-4- ok .coc_.
-114' PPP "
; 'Nu') -)
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: )
--Fv., S
Date: /a .
- / i
Hrs.:
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State: 1 Zip:
Word /Inspection Record Form.Doc
6/11/10
T.F.D. Form F.P. 113
•
•
ENGINEERED
PRODUCTS
A PAPE COMPANY
FILE COPY
Permit No.
p 1 _. . . . . . . . . . . . .
Engineered Products, a Pape Company
9883 40 Ave South
Seattle, WA 98118
Tel: (206) 394 -3300
Fax: (206) 575 -6688
Corrections and Responses for Permit # D11 -338
1. Engineering has been revised to reflect 2009 IBC.
2. Grade 5 -bolts have been clearly specified along with method of inspection.
3. Detailed assembly drawings have been included along with door locking mechanisms and
hardware.
4. The cage will have no ceiling and will be open above.
5. The cage will be used to secure computer servers. Any additional permits for server racks are
not included in this scope of work.
CODE CCMPPJANCE
Nov 15 2011
City of Tuk ilp.
F31JlLCNG D:V S!ON,
�
COF2PftTIOP1
Lit0L4.„
II.- 33 e CEIVIED E
NOV 07 2011
Storage and Material Handling Specialists PERMITCENTEF
CONFIDENTIAL AND PROPRIETARY
FILE C
Perm ?t t ".-\
WireCr. ter
Installation Instructions
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 15 2011
City of 1 u w4,-
BUILDING DID; S :0
H
INCLUDED IN THIS MANUAL
General Information
Panels & Posts
Adjustable panels
TES -4 & JSPE Detail
Hinge Door Hardware
Hinge Door Inside Swing
Hinge Door Outside Swing
Dutch Door
Double Hinge Door
Slide Door Hardware
Slide Door Outside
Slide Door Inside
Slide Door Panel Assembly
Revision 2.0 07/29/04
2 Slide Door Receiver
3 Tunnel Door
4 Basic Ceiling
5 2" x 2" Horizontal Ceiling Tube
6 2" x 4" Horizontal Ceiling Tube
7 2" x 6" Horizontal Ceiling Tube
8 Ceiling Tube Masonry Connections
9 Physical Barrier
10 Barrier Hinge Door Outside Swing
11 Barrier Hinge Door Inside Swing
12 -13 Rack Back®
14 -15 Rack Back® Hinge Door
16 Component Location Work Sheet
17
18
19
20
21
22
23
24
25
26
27
28
29
CORRECTION
We're Here To Help
1- 800 - 626 -1816
Mon -Fri 8am -5pm ET
RECEIVED
NOV 07 2011
PERMIT
t*I338
WireCrafters, LLC. General Information
6208 Strawberry Lane 502/363 -6691 www.wirecrafters.com
Louisville, Kentucky 40214 502/361 -3857 FAX 1- 800 -626 -1816
The following General Installation Instructions should be used as a guide for installing WireCrafters Style 840 Partitions. Because of
the varying job site conditions, and infinite layout possibilities, there is no "recommended" way to install the product. Good common
sense and proper safety precautions must be used during installation. The product may be unstable during installation; proper
temporary bracing should be used until all hardware is tightened and the product is properly anchored to the floor. Permanent field
bracing may be installed at installer's /owner's discretion. Install problems arising from job site conditions should be referred to a
professional installer. Refer product assembly questions to WireCrafters.
TOOLS RECOMMENDED
Chalk line & marker
Tape Measure
Level
Hacksaw
Drill with adjustable clutch and 3/8" nut driver
Hammer Drill with 3/8" masonry bit
(2) 9/16" open end wrenches and/or
(2) 9/16" deep socket ratchets
(2) Step ladders if installing ceiling
(2) C clamps or Vise - Grip® type clamps
#1 & #2 Phillips Screw Driver
1/2" deep socket or 1/2" open end wrench
SELF DRILLING SCREW INSTALLATION RECOMMENDATIONS
When installing self drilling screws use a standard variable speed screw gun equipped with an adjustable clutch or depth locating nose piece. Take care not
to over tighten or strip, set drill accordingly. DO NOT USE IMPACT TYPE GUN WHEN INSTALLING SELF DRILLING SCREWS. Securely clamp
component parts in place before attaching with self drilling screws.
INSTALLER TIPS
1. Installation is best accomplished with a two or three person crew.
2. Before starting, review all installation instructions pertinent to your layout (i.e. panels, doors, etc.)
3. "Face Side" of the partition is the outside, where nuts and bolts will NOT be visible or accessible. "Inside" of the partition has one leg of the panel
frame pointing in. Assembly hardware will be on the inside of most layouts.
4. Panels install horizontally between posts, 2" mesh opening should be parallel with floor.
5. Identify all panels by part number. If possible stage parts where they will be installed.
6. Special size panels have metal tags on the mesh and are referenced on drawing.
7. Make sure all posts are installed plumb (vertically perpendicular to floor). Shims (not provided) may be necessary.
8. Use a 3 -1/4" spacer block (not provided) to support far end of panel during setup.
9. Begin installation process at a building wall, end or corner of layout.
10. Gauge hinge door opening by width of transom panel.
11. Gauge slide door opening by door width (e.g. 48" between posts for 4' wide slide door). When necessary, slide door openings may be narrowed to
adjust length of adjacent run.
12. Standard hinge, double hinge, and slide doors are universal and may be installed inside or outside swing, left or right hand. Dutch and special doors
are not universal and must be installed as shown out on drawing.
13. Installer should cut off any bolts or hardware protruding into aisle ways or around door openings.
14. Installer should touch up all nicks, marks, and scratches with touch up paint provided.
WireCrafters
Panels and Posts
INSTALLER NOTE
HACK SAW OFF
AND DE -BURR ALL
PROTRUDING THREADS
TYPICAL TEE -POST CONNECTION
Panels and Posts Installation
1. Use a chalk line to outline the partition layout on the floor.
a. Out to out dimensions shown on drawing are to face
side of posts.
b. Post base plates project 2 -1/2" beyond outline of
partition.
2. Lag end post (A) to floor per Fig. 1 using two anchors
provided.
a. If end of partition mounts directly to building wall,
support panel with 3 -1/4" spacer block, and mount
panel to wall with appropriate wall mount kit.
3. Mount bottom panel (B) to post (A)
a. Per Fig. 2 for corner post using two 3/8" corner
bolts, or
b. Per Fig. 3 for run post using two 3/8" x 3" straight
bolts, or
c. If mounting directly to building wall, skip this step.
d. Note: Panels install horizontally; 2" mesh
opening parallel with floor.
4. Attach opposite end of panel (B) to second post (C)
a. per Fig.2 for corner post, or
b. Per Fig.3 for run post.
5. Lag post to floor using two anchors provided
6. Install top panel (D) between posts and bolt to lower panel
(B) per Fig 4 using 3/8" x 1" nuts and bolts.
INSIDE VIEW
SHOWN
Adjustable Panel Installation
1" MINIMUM
11" MAXIMUM
ADJUSTABLE PANELS SHOWN WITH
(16 GA. SHEET METAL) CORNER BOLT
0
‘---\_ CARRIAGE BOLT THROUGH
ADJ. PANEL, WIRE MESH & FLAT
Fig.l
0
Adjustable Panel (AP) Installation
Used to fill gaps of 1" to 11" in partition runs.
1. Place 3 -1/4" spacer block under non - supported end of partition run.
2. Fit the AP panel in the gap between the end post (or building wall)
and wire mesh panel.
a. The flat edge of the AP panel should overlap the face side of
the wire mesh panel, and the edge with the 90 degree bend
should be against the post or wall.
3. Bolt the angle edge of the AP to the post using two 3/8" x 3 "straight
bolts, or two 3/8" corner bolts (use wall mount kit if mounting to
building wall).
4. Attach flat side of one AP to face side of bottom panel on partition
wall by placing two 3/8" x 1" carriage bolts through the AP, mesh
and adjustable flats (part APFL); secure with 3/8" nuts per Fig.l.
5. Bolt the angle edge of the AP to the post using two 3/8" x 3 "straight
bolts, or two 3/8" corner bolts (use wall mount kit if mounting to
building wall).
6. Repeat for upper panel.
7. Remove and discard spacer block.
WireCrafters
TES -4 & JSPE Details
3/8" SLEEVE
ANCHORS
1/4" X 2" X 7"
BASE PLATE WELDED TO
1 3/4" SQ. X 4 "LG. INSERT
2" SQ. POST
DETAIL
TES -4
Accessory item used to anchor
partition wall to overhead structure.
2" SQ. TUBE
EXTENSION
POST SPLICE INSTRUCTIONS
1. Force the JSPE (A) into the
bottom post (B) until it
bottoms out on panel bolt (C).
2. Force (D) until the top and
bottom posts meet flush.
1 3/4" SQ. #14 GA.
CHANNEL
2" SQ. POST
DETAIL
JSPE
Accessory item used to extend
height of existing wall.
WireCrafters
Slide Door Hardware Pack
SDRECA SDRECB
Slide Door Receiver
Quantity (1)
Part# SDREC
Slide Door Track Bracket
Quantity (2)
Part# SDTCBKT
Splice Track Bracket
Quantity (1)
Part# SDTJBKT
SDFSPK - Slide Door Fastener Pack (Contents Below)
(35) FSHOPG- Gray Hole Plugs
(2) COBO- 3/8" Corner Bolts
(9) FS383- 3/8" x 3" Hex Head Cap Screw
(2) FS381- 3/8" x 1" Hex Head Cap Screw
(17) FS38N- 3/8" Hex Nut
(6) FS38STA- 3/8" Wedge Anchor
(6) FS38FW- 3/8" Flat Washer
(1) FS38112- 3/8" x 1 1/2" Hex Head Cap Screw
(1) FS38212- 3/8" x 2 1/2" Hex Head Cap Screw
(1) FSTRNSPK- 1/4" x 1" Self- Drilling Screws (25) &
5/16" X 1" Carriage Bolts (4)
4 Wheel Trolley Truck
Quantity (2)
Part# SDTT4WH
Slide Door Shim
Quantity (4)
Part# SDSCH412238
Door Guide
Quantity (1)
Part# SDDGCH18
1 11/16" x 1 1/2" Channel 4" Lg.
Quantity (1)
Part# SDSDT
SEE SUPPLIED LOCK
MANUFACTURER INSTRUCTIONS FOR
ASSEMBLY
RIGHT HAND ASSEMBLY
LEFT HAND ASSEMBLY
WireCrafters
Outside Slide Door
INSTALLER NOTES
1. Doors wider than 5' are made up of multiple door panels (see page 16), and use two pieces of track spliced at Splice Track Bracket (A).
2. Component parts attach using self - drilling screws. Use variable speed screw gun with adjustable clutch or depth locating nose piece. Use care not to
over tighten and strip threads. DO NOT USE IMPACT TYPE GUNS. Securely clamp part in place before attaching with self drilling screws.
3. Partition wall should be set up and anchored to floor. It is CRITICAL that posts are plumb and in line. Door opening should be square.
Outside Slide Door
1. Check that door posts are anchored and plumb.
2. Using a 3/8" x 3" bolt, install Splice Track Bracket (A) on face side of door post (B) opposite door receiver post (C). Note: if enclosure has ceiling
use a 3/8" x 1" bolt to attach bracket see Fig.l.
3. Place two 4 wheel trolley trucks (F) into track (D). Using one 3/8" x 1" bolt, attach track bracket (G -1) to track.
a. Check that trucks roll freely in track.
4. Slide open end of track (D) into Splice Track Bracket (A). Using one 3/8" x 3" bolt, attach track bracket (G -1) to receiver post (C) see Fig 2.
5. Invert Track Bracket (G -2) and attach to far end of Track (D) using one 3/8" x 1" bolt. If end of track aligns with post, do not invert track bracket.
a. For doors wider than 5'
i. Attach inverted bracket to far end of second track section.
ii. Slide open end of second track section (D) into open end of Splice Track Bracket (A).
6. Using one 3/8" x 1 -1/2" bolt and two slide door shims (0), attach the inverted track bracket on the far end of Track (D) to the wire mesh panel.
a. Per Fig. 3 place one flat slide door shim between the Track Bracket (G -2) and the mesh, and the other Slide Door Shim on the inside of the
mesh and fasten in place with one 3/8" x 1 -1/2" bolt and hex nut. TRACK MUST BE LEVEL.
b. Should Track Bracket (G -2) align with post, attach upright track bracket to post with 3/8" bolt.
7. For doors wider than 5' or taller than 8', assemble door panels to form door assembly. See Slide Door Panel Assembly page 16.
8. Hang door (I) on Trolley Trucks.
a. Two 9/16" round holes on top of door assembly match trolley bolts.
b. Trolley bolts should have one nut above and below door frame; upper `jam" nut should be backed off until door operation is finalized.
9. Lag door guide (M) to floor with two floor anchors see Fig 4.
10. Raise door to desired sweep space using lower trolley nut.
a. Stock doors without lower angle cover bar have 3 -1/4" sweep space.
b. Stock doors with lower angle cover bar have 1 -3/4" sweep space.
c. Door must be level for proper operation.
11. Door should slide freely, if not check that trolley trucks are properly aligned in track.
12. If applicable, install cylinder lock in door, see page 11.
13. Install Lock Receiver (N). See Fig 5. and slide door receiver instructions on page 17.
14. Fine tune door by tightening /loosening trolley truck nuts.
a. When door operates smoothly and locks consistently, tighten top jam nut.
b. Be sure not to cock trolleys sideways when tightening jam nut. It may be necessary to hold bolt with pliers while tightening jam nut.
WireCrafters
Outside Slide Door
NOTE: 10' High Doors, See Page 16
PARTIAL MESH SHOWN
FOR CLARITY
FACE SIDE
WireCrafters
Slide Door Receiver
TYPICAL PADLOCK
LUG CONNECTION
2" SQ. DOOR
2" SQ. DOOR
RECEIVER A
POST
POST
RECEIVER A
3'
3'
`ALIGN RECEIVER
ALIGN RECEIVER J
4 FACE SIDE
LEFT HAND / OUTSIDE
WITH EDGE OF POST
WITH EDGE OF POST
RIGHT
4 FACE SIDE
HAND / OUTSIDE
3'
ALIGN RECEIVER
ALIGN RECEIVER
3'
WITH EDGE OF POST
iWITH EDGE OF POST
RECEIVER
2" SQ. DOOR
2" SQ. DOOR
RECEIVER A
POST
4, FACE SIDE 4,
LEFT HAND / INSIDE
POST
4' FACE SIDEA
RIGHT HAND / INSIDE
Fig.1
a,
®fix
Note:
Component parts attach using self - drilling
screws. Use variable speed screw gun with
adjustable clutch or depth locating nose piece
when installing self - drilling screws. DO NOT
USE IMPACT TYPE GUNS.
RECEIVER LOCATION :
1 Measure from floor to center of the
installed slide door's lock opening -
normally 49" for stock doors.
a. Be sure proper sweep space has
been set before measuring.
2. Subtract 10" from the above
measurement to get the dimension from
the floor to the bottom of Lock Receiver
(A)- normally 39" for stock doors.
a. Mark post.
3. Place leg of Lock Receiver (A) with
eight slotted holes against receiver post.
a. See Fig.1 for receiver (A)
orientation.
b. Align bottom of receiver with
spot marked in Step 2 above.
4. Align opposing leg of Lock Receiver (A)
with square holes with edge of post.
5. Attach Lock Receiver (A) to door post
with four self - drilling screws.
6. Using four 5/16" x 1" carriage bolts,
securely attach Lock Receiver (B) to
(A).
7. Fine tune door up or down so that the
door's tubular lock tongue guard
overlaps lock receiver tube. DOOR
MUST BE LEVEL.
Str ctural
once • is
ngineering
1200 N. Jefferson St., Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763
Project: SAWIS SE3 FACILITY
Project #: 1- 101211 -3
Date: 11/03/11
3355 S. 120TH PL
TUKWILA, WA. 98168
D11 -338
Plan Review Responses
CORRECTIONS
1. PLEASE SEE REVISED CALCULATIONS WHERE THE CORRECT 2009 IBC AND LOCAL BLDG. CODE HAS BEEN
SPECIFIED AS REQUIRED. ADDITIONAL NOTE ADDED TO DRAWING SET FOR REQUIREMENT OF WABO CERTIFIED
WELDER IN THE STATE OF WASHINGTON.
2. PLEASE SEE REVISED DRAWING SET WHERE BOLT SPECIFICATIONS HAVE BEEN PROVIDED AS REQUIRED FOR
GRADE 5 HARDWARE.
PLEASE FEEL FREE TO CALL WITH ANY QUESTIONS YOU MAY HAVE REGARDING THE ABOVE MATTERS.
Pf-
PILE COPY
Perrret kto. _
NOV 0 3 2011
CORRECTION
LT
REVIEWED rOR
CODE COMPLJANCE
APPROG'E:D
NOV 15 2011
City of ��l:c:�':.� I
CUILD►NlG D.\ :. �� /
RECEIVED
NOV 0 72011
PERMIITCENTER
St
oncepts
ngineering
1200 N. Jefferson St, Suite F
Anaheim, CA 92807
Tel: 714.632.7330 Fax: 714.632.7763
e -mail: mail @sceinc.net
Project Name : SAVVIS SE3 FACILITY
Project Number : L- 101211 -3
Date : 10/14/11
Street Address : 3355 S. 120TH PL.
City /State : TUKWILA, WA. 98168
Scope of Work : FENCE ANALYSIS
l EXt IRESJO /25/
NOV 0 3 2011
Str tural
once
is
ngineering
1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763
By: Bob Project: Savvis 5E3 Facility
Project #: L- 101211 -3
Design Data Configuration: Fencing
1) The analysis presented herein conforms to the requirements of the 2009 Intemational Building Code & ASCE 7 -05 & local Tukwila
Washington building codes.
2) Formed steel conforms to ASTM A570, Gr. 50, with minimum yield, Fy= 50 ksi
Pipe steel conforms to ASTM A500, Gr. B, with minimum yield, Fy= 42 ksi
Other steel conforms to ASTM A36, Gr. 36, with minimum yield, Fy= 36 ksi
3) Bolts if any shall be Grade 5 unless noted otherwise on the plans or calculations.
4) Anchor bolts shall be provided by installer per ICC reference on plans and calculations herein
5) All welds shall conform to AWS procedures, utilizing E70x0c electrodes or similar. All such welds shall be performed
in shop, with no field welding allowed other than those supervised by a licensed deputy inspector.
Seismic Factor
Seismic Coeff Fa= 1.00
Seismic Coeff Ss= 1.50
Configuration
••
10.0 ft
6.0 ft
Front Elevation
Side Elevation
St tural
tpts
ngineering
1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763
By: Bob Project:Savvis SE3 Facility
Seismic Loads Configuration: Fencing
Proiect #: L- 101211 -3
5ft
5ft
•
1
10.0 ft
hi-- 6.0 ft
V= Sps *W /(R *1.4)
Sps= Fa * Ss * (2/3)
= 0.9967
V= 0.4746
Wfence =Wf= 2 psf *Trib Area
= 2psf *10ft *6ft
= 120 Ib
V= 0.4746 * 148 Ib
= 70 lb
Pcol= Wf +Wc
= 148 Ib
Mcol= Vtransv *H /2
= 70 Ib * 10 ft/2
= 4,200 in -Ib
5 psf load Criteria (Per IBC 1607.13)
Front Elevation
Wcol =Wc= 28 Ib Wtotal =Wt= 148 Ib
Column Trib= 6 ft
phi =solid area= 0.50 Surface area coefficient for non -solid wall
Mbase= Column Trib * 5 psf * phi *(H ft) ^2/2
= 9,000 in -Ib
Side Elevation
Fa= 1.00
Ss= 1.50
R= 1.50
Ip= 1.00
H= 10.0 ft
Page of co,
y
:{
III
/
,x
J.
k
{
1
10.0 ft
hi-- 6.0 ft
V= Sps *W /(R *1.4)
Sps= Fa * Ss * (2/3)
= 0.9967
V= 0.4746
Wfence =Wf= 2 psf *Trib Area
= 2psf *10ft *6ft
= 120 Ib
V= 0.4746 * 148 Ib
= 70 lb
Pcol= Wf +Wc
= 148 Ib
Mcol= Vtransv *H /2
= 70 Ib * 10 ft/2
= 4,200 in -Ib
5 psf load Criteria (Per IBC 1607.13)
Front Elevation
Wcol =Wc= 28 Ib Wtotal =Wt= 148 Ib
Column Trib= 6 ft
phi =solid area= 0.50 Surface area coefficient for non -solid wall
Mbase= Column Trib * 5 psf * phi *(H ft) ^2/2
= 9,000 in -Ib
Side Elevation
Fa= 1.00
Ss= 1.50
R= 1.50
Ip= 1.00
H= 10.0 ft
Page of co,
Stri ctural
cents
ngineering
1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763
Bv: Bob
Project:Savvis 5E3 Facility
Project #: L- 101211 -3
Column
Load Case: DL +LL +E /1.4 Configuration: Fencing
Section
Section= Tube 2x2x14ga
Area= 0.56 in ^2
Ix= 0.34 in ^4
Sx= 0.34 in ^3
rx= 0.78 in
Loads
Iy= 0.34 in ^4
Sy= 0.34 in ^3
ry= 0.78 in
Stress Increase= 1.33
Fy= 50,000 psi
Kx= 2.1
Ky= 2.1
Lx= 120 in
Ly= 120 in
Cm= 1.00
ci
Pmax= 148 lb M= 9,000 in-lb
Combined Sress
(kl /r)x = (2.1 *120 in/0.778 in)
(ki /r)y = (2.1 *120 in/0.778 in) (kI /r)max= 323.91
= 323.91 = 323.91
Cc = (2n ^2E /Fy) ^0.5
= 107.0
SINCE (KL/r)max > Cc, USE EQTN E2 -2
Fa = 12n ^2E /23(Id /r) ^2 fa= P /AREA
23(kl/r) ^2 = 267 psi
= 1,423 psi fa /Fa= 0.19 > 0.15
fbx= M/S Fbx= 0.6 *Fy
= 26,754 psi = 30,000 psi
Fex= (12 *n ^2 *E) /(23 *(KL/r) ^2) fb /Fb= 0.89 (1- fa /Fe)>0= 0.81
= 1,423 psi
(H1 -1): fa /Fa + Cm *fbx /[Fbx * (1- fa /F'ex)] = 1.28 <= 1.333 OK
(H1 -2): fa /0.6Fy + fb /Fb = 0.90 <= 1.333 OK
Structural
• Concepts
�� Engineering
1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763
By: Bob
Project: Savvis SE3 Facility
Base Plate
Configuration: Fencing
Project #: L- 101211 -3
Section
BASEPLATE 7'x2 "x1 /4"
eff- Width =W = 6.00 in
eff - Depth =D = 6.00 in
Column Width =b = 2.000 in
L = 2.00 in
Plate Thickness =t = 0.250 in
Down Aisle Loads
P = 148 Ib
Axial Bearing stress =fa = P/A = P /(D *W)
= 4 psi
Bolt Edge Dist =e= 1.00 in
a = 2.00 in
Anchor c.c. =2*a =d = 4.00 in
N =# Anchor /Base= 4
Fy = 36,000 psi
Mb = 4,200 in-Ib
M1= wL ^2/2= fa *L ^2/2
= 8 in -Ib
Moment Stress =fb = M/S = 6 *Mb /[(D*B ^2] Moment Stress =fb2 = 2 * fb * L/W
= 116.7 psi
Moment Stress =fb1 = fb-fb2
= 38.9 psi
= 77.8 psi
M2= fb1 *L ^2)/2
= 78 in -Ib
M3 = (1 /2) *fb2 *L *(2/3) *L = (1/3)*fb2*LA2 Mtotal = M1 +M2 +M3
= 104 in -Ib = 190 in -Ib /in
S -plate = (1)(t ^2)/6
= 0.01 in ^3 /in
fb /Fb = Mtotal/[(S- plate)(Fb)]
= 0.51 OK
Mbase= 9,000 in -Ib (Per UBC 1611.5)
Tanchor = (Mbase- (P *0.9)(a)) /[(d) *N /2]
= 1,092 Ib
Tallow= 1,006 Ib
T/Tallow= 1092 Ib /(1006 Ib * 1.33) ^1.66
= 0.82 OK
(4) 0.5 in diam x 3.5 in min. embed. Hilti Kwikbolt TZ anchor per baseplate
Fb = 0.75 *Fy *1.33
= 35,910 psi
Page of co
Structural
' Concepts
fr.----0- Engineering
1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763
By: Bob Project: Savvis SE3 Facility Project #: L- 101211 -3
Slab on Grade
IIIIII1111111111IIl1IIII11111I11111111 11111Th ill1111IIIIIIIIIIII1111111111111111 111JIIIl
Base Plate
B= 6.00 in
D= 6.00 in
Loads
width =a= 2.00 in
depth =b= 2.00 in
Baseplate Plan View
Concrete
fc= 2,500 psi
tslab =t= 5.0 in
phi =0= 0.65
eff. baseplate width =c= 4.00 in
eff. baseplate depth=e= 4.00 in
Soil
fsoil= 1,000 psf
P -DL= 148 Ib
Puncture
Mbase= 4,200 in-lb Pseismic= Mbase/(D*2/3)
= 1,050 Ib
Pu= 1.2 *PDL + 1.6 *PLL Fpunct= 2.66 *phi *sqrt(fc)
= 1,858 Ib
= 86.5 psi
Apunct= [(c +t) +(e +t)) *2 *t fv /Fv= Pu /(Apunct *Fpunct)
= 180 in ^2
Slab Bending
= 0.12 < 1 OK
Asoil= (P *144) /( fsoil)
= 267 in ^2
L= (Asoil)^0.5
= 16.36 in
y= (c *e) ^0.5 + t *2
= 14.0 in
x= (L -y) /2 M= w *x ^2/2 S -slab= 1 *t ^2/6
= 1.2 in = (fsoil *x ^2)/(144 *2) = 4.17 in ^3
= 4.8 in-lb
Fb= 5 *(phi) *(fc) ^0.5
= 162.5 psi
fb /Fb= M /(S- slab *Fb)
= 0.01
<= 1 OK
Page 40 of
C,
06 -01 -2012
DAVID LITTLE
9883 40 AV S
SEATTLE WA 98118
City of Tukwila
Department of Community Development
RE: Permit No. D11 -338
SAVVIS
3355 S 120 PL TUKW
Dear Permit Holder:
Jim Haggerton, Mayor
Jack Pace, Director
In reviewing our current records, the above noted permit has not received a fmal inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National
Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and
become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date
of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has
begun for a period of 180 days. Your permit will expire on 07/15/2012.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection.
Each inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to
expire. Address your extension request to the Building Official and state your reason(s) for the need to extend
your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 07/15/2012, 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,
Cr Marshall
it Technician
File: Permit File No. D11 -338
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206-431 -3665
E N G I N E E R E D
PRODUCTS
A PAPE COMPANY
Engineered Products, a Pape Company
9883 40 Ave South
Seattle, WA 98118
Tel: (206) 394 -3300
Fax: (206) 575 -6688
Corrections and Responses for Permit # D11 -338
1. Engineering has been revised to reflect 2009 IBC.
2. Grade 5 -bolts have been clearly specified along with method of inspection.
3. Detailed assembly drawings have been included along with door locking mechanisms and
hardware.
4. The cage will have no ceiling and will be open above.
5. The cage will be used to secure computer servers. Any additional permits for server racks are
not included in this scope of work.
CORRECTION
LTR#
v1--
RECEIVED
NOV 07 2011
�
Storage and Material Handling Specialists ® NTCENTTR
CONFIDENTIAL AND PROPRIETARY
Gity of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
October 27, 2011
David Little
Engineered Products
9883 40t Av S
Seattle, WA 98118
RE: Correction Letter #1
Development Permit Application Number D11 -338
Savvis — 3355 S 120th PI
Dear Mr. Little,
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.
Please address the attached comments in an itemized format with applicable revised plans,
specifications, and /or other documentation. The City requires that two (2) 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.
Bill Rambo
Permit Technician
encl
File No. D11 -338
W:\Permit Center\Correction Letters\201 I\D11 -338 Correction Letter #I.doc
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
1
Tukwila Building Division
Allen Johannessen, Plan Examiner
Building Division Review Memo
Date: October 19, 2011
Project Name: SAVVIS
Permit #: D11 -338
Plan Review: Allen Johannessen, Plans 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. Engineering Calculations specifies conformance to California Building Code. Revise calculations
and references to show conformance to 2009 IBC and local building codes for Tukwila Washington
area. All welding shall be done by a WABO certified welder in the state of Washington.
2. In addition, the calculations specify Grade 5 bolts and noted on the plans. Bolts and detailed
specifications are not shown on the plans. Clearly specify type of bolts to be used and show on the
plans. Specify method of inspections or special inspections for the bolts on the plans.
3. Provide specific details on the plans to show how the sections are assembled. Provide details for the
door /gate installation with the locking mechanism and hardware.
4. The plan indicates a drop ceiling. However the warehouse appears to be open ceiling above. Please
clarify if the intent is to provide a drop ceiling and provide those details or specify open ceiling. If a
ceiling is to be installed then specify sprinklers provided for that space.
5. Specify what the caged space is to be used for. If racks are to be installed, show on the plan with
specifications for the racks. A separate rack permit shall be required for installation of racks over 5
feet 9 inches and racks over 8 feet require engineered drawings.
Should there be questions concerning the above requirements, contact the Building Division at 206-
431 -3670. No further comments at this time.
• ti is •
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D11 -338 DATE: 11 -07 -11
PROJECT NAME: SAVVIS
SITE ADDRESS: 3355 S 120 PL
Original Plan Submittal
X Response to Correction Letter # 1 Revision # After Permit Issued
Response to Incomplete Letter #
DEPARTMEN S:.
B it ing ivision
Public Works ❑
Fire Prevention
Structural
Planning Division
Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -08 -11
Complete
Comments:
Incomplete
Not Applicable
Permit Center Use Only ,t1;. ti.
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route Structural Review Required ❑ No further Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 12 -06 -11
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents /routing slip.doc
2 -28 -02
1PPERMIT COORD CORP
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D11 -338 DATE: 10/14/11
PROJECT NAME: SAVVIS
SITE ADDRESS: 3355 S 120 PL
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # after Permit Issued
DEPA TM EN S:
4T.de
ng Division
Public Works
/l\ AUC k
Fire Prevention
Structural
•
Planning Division
Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete 1X-01
Comments:
Incomplete
DUE DATE: 10/18/11
Not Applicable
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route R,J Structural Review Required
REVIEWER'S INITIALS:
No further Review Required
DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 11/15/11
Approved Approved with Conditions n Not Approved (attach comments) TZI.
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only •
CORRECTION LETTER MAILED: \ 31 t l
Departments issued corrections: Bldg I:* Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents /routing slip.doc
2 -28 -02
• •
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: Plan Check/Permit Number: D11-338
❑ Response to Incomplete Letter #
• Response to Correction Letter # 1
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: SaVViS
Project Address: 3355 S 120 20 P1
Contact Person: t��u 6 11t
Phone Number: '1 ZS .D! 1- 310(
Summary of Revision: T -lor tS it lac _, 1) ., nr(/t3>t i',n , k) tt`t ct
4.e p1..4-{& . e, Ire , c fwo res ��cs
j
lo..t.-1j •b / 4 i1.. 40 :. « -s re 14•C ,544-/ GI) IIC4j 3 —c e"
rep6.1. 56,1 mM rf.S,kee --e. 6.
RECEIVED
crry OF TUKWILA
MT/ 07 2011
PERMIT CENTER
Sheet Number(s):
"Cloud" or highlight all areas of revision including date o revisio
t� v`"\
Received at the City of Tukwila Permit Center by: �
Entered in Permits Plus on
\applications \forms- applications on line\revision submittal
Created: 8 -13 -2004
Revised:
Contractors or Tradespeople P1or Friendly Page
General /Specialty Contractor
A business registered as a construction contractor with L &I 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 ENGINEERED PRODUCTS, A PAPE CO UBI No. 602684203
Phone 2063943300 Status Active
Address 9883 40Th Ave So License No. ENGINPC931C0
Suite /Apt. License Type Construction Contractor
City Seattle Effective Date 2/20/2007
State WA Expiration Date 2/20/2013
Zip 98118 Suspend Date
County King Specialty 1 General
Business Type Corporation Specialty 2 Unused
Parent Company
Other Associated Licenses
License
Name
Type
Specialty'
1
Specialty
2
Effective
Date
Expiration
Date
Status
ENGINSP142RA
ENGINEERED
STORAGE
PRODUCTS CO
Construction
Contractor
General
Unused
12/1/1986
1/1/2000
Archived
GADCOMH991 K4
HANDLING MATERIAL
HANDLNDL ING LLC
Construction
Contractor
General
Unused
5/24/2001
1/3/2009
Expired
ENGINPI013JK
ENGINEERED
PRODUCTS INC
Construction
Contractor
General
Unused
4/12/1999
1/6/2010
Out Of
Business
Business Owner Information
Name
Role
Effective Date
Expiration Date
CT CORP SYSTEMS
Agent
02/20/2007
Amount
SALMAN, DAVID E
President
02/16/2007
ZAGLB9124000
RIECKE, ROBERT J
Secretary
02/16/2007
SAYLOR, THOMAS H
Treasurer
02/16/2007
ARCH INS CO
HOLLINGSHEAD, DANNY W
Vice President
02/16/2008
Bond Information
Page 1 of 2
Bond
Bond Company Name
Bond Account Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Bond Amount
Received Date
1
FIDELITY & DEPOSIT
CO OF MD
08748464
02/13/2007
Until Cancelled
$12,000.00
02/16/2007
Assignment of Savings Information No records found for the previous 6 year period
Insurance Information
Insurance
Company Name
Policy Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Amount
Received Date
4
Co h Specialty Ins
ZAGLB9124000
09/30/2011
10/30/2012
$1,000,000.0010
/05/2011
3
ARCH INS CO
ZAGLB9118200
09/30/2010
09/30/2011
$1,000,000.0009
/24/2010
2
ARCH INS CO
ZAGLB9070400
09/30/2008
09/30/2010
$1,000,000.0009
/28/2009
1
TRANSPORTATION
INS CO
C2081198749
01/01/2007
01/01/2009
$1,000,000.00
12/21/2007
Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period
Warrant Information No unsatisfied warrants on file within prior 6 year period
https://fortress.wa.gov/lni/bbip/Print.aspx
11/16/2011
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Gas Piping
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BUILDING DIVISION
SE3 PHASE 1
REVISIONS-
No changes shall be mndo to the scope
of work without prior approve! of
Tukwila Building Division_
NOT": revisions will require n submtal
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' EVIE\NED FOR
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NOV 15 2011
City o
B!ILDINO
JUL ,15 2012
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Permit No., I 42'71
Pi ^r r.Mi ew approval is subject to errors and omissions,
krwil of construction documents does not authorize
in 4ion of any adopted code or ordinance. Receipt
el approved Fie . y = . conditions is acknowledged:
By
Date:
City Of lbkwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWNILA
nr.T172011
PERMIT CENTER
DESCRIPTION
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Engineer of Record
Structural Concepts Engineering
1200 N. Jefferson St., Ste. F
Anaheim, Ca. 92807
(714) 632.7330
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Engineer of Record
Staictural Concepts Engineering
200 N. Jefferson St., Ste. F
Anaheim, Ca. 92807
(7'14) 632.7330
Storage and Material Handling Specialists
Seattle, WA 98118
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PERMIT CENTER
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CHECKED BY:
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SHEET NO.
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