HomeMy WebLinkAboutPermit D15-0008 - STELFAST - STORAGE RACKSSTELFAST
350 MIDLAND DR
D15-0008
City of Tukwila
• Department of Community Development
• 6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.gov
Parcel No: 8836500100
Address: 350 MIDLAND DR
Project Name: STELFAST
DEVELOPMENT PERMIT
Permit Number: D15-0008
Issue Date: 4/9/2015
Permit Expires On: 10/6/2015
Owner:
Name:
AMB PROPERTY CORP/ATTN: REA
Address:
60 STATE ST STE 1200, BOSTON, WA,
02109
Contact Person:
Name:
TOM FROSLAN
Phone: (206) 931-6411
Address:
1100 SW 7TH ST, RENTON, WA, 98057
Contractor:
Name:
NORTH WEST HANDLING SYSTEMS IN
Phone: (206) 255-0500
Address:
1100 S.W. 7TH STEET, RENTON, WA,
98055
License No:
NORTHWH275JF
Expiration Date: 10/9/2015
Lender:
Name:
PARKER, SMITH & FEEK
Address:
2233 112 AVE NE, BELLEVUE, WA,
98004
DESCRIPTION OF WORK:
INSTALLATION OF RACKING PER DESIGN PLANS.
Project Valuation: $167,656.00 Fees Collected: $3,556.82
Type of Fire Protection: Sprinklers:
Fire Alarm:
Type of Construction: VB Occupancy per IBC: S-2
Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA
Sewer District: TUKWILA SEWER SERVICE
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
2012
National Electrical Code:
2014
International Residential Code Edition:
2012
WA Cities Electrical Code:
2014
International Mechanical Code Edition:
2012
WAC 296-4613:
2014
Uniform Plumbing Code Edition:
2012
WA State Energy Code:
2012
International Fuel Gas Code:
2012
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering: Volumes: Cut: 0 Fill: 0
Landscape Irrigation:
Sanitary Side Sewer: Number: 0
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter: No (�
Permit Center Authorized Signature: b c Date: ' I
I hearby 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 and agree to the conditions attached to this permit.
Signature: Date:
Print Name: YN
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable
with the following concerns:
4: 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" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC
906.3) (NFPA 10, 5.4)
1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied.
Hangers or brackets shall be securely anchored to the mounting surface in accordance with the
manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40
pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand-
held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that
its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the
bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC
906.9)
2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and
immediately available for use. These locations shall be along normal paths of travel, unless the fire code
official determines that the hazard posed indicates the need for placement away from normal paths of
travel. (IFC 906.5)
3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached
that indicates the month and year that the inspection was performed and shall identify the company or
person performing the service. Every six years stored pressure extinguishers shall be emptied and
subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire
extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher
service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3)
5: Maintain fire extinguisher coverage throughout.
6: 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)
7: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
8: 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 1008.1.9.1)
9: 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)
10: 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 1011.6)
11: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1
foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of
egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and
a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A
maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1)
14: 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 #2437)
13: 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 #2437) (IFC 901.2)
16: Clearance between ignition sources, such as light fixtures, heaters and flame -producing devices, and
combustible materials shall be maintained in an approved manner. (IFC 305.1)
17: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the
following methods is required for steel building columns located within racks: (a) one -hour fire proofing,
(b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as
determined by the Tukwila Fire Prevention Bureau. (NFPA 13-16.1.4)
18: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a
minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.3.1)
19: Flue spaces shall be provided in accordance with International Fire Code Table 3208.3. Required flue
spaces shall be maintained.
12: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
20: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
21: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention
Bureau at (206)575-4407.
22: ***BUILDING PERMIT CONDITIONS***
23: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
24: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
25: 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.
26: 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.
27: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
28: There shall be no occupancy of a building until final inspection has been completed and approved by
Tukwila building inspector. No exception.
29: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
30: 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.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL"
1400 FIRE FINAL
4046 SI-EPDXY/EXP CONC
CITY OF TUKWILA
Community Development Department
• Public Works Department
• Permit Center
6300 Southcenter Blvd., Suite 100
Tulnaila, WA 98188
http://www.Tukwi[aWA.gov
Building Permit No. -D 5 od b
Project No. L
Date Application Accepted: 0 G J
Date Application Expires:
use
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 LOCATION
II King Co Assessor's Tax No.: � �si,s0o / DO
Site Address:-? �o /H !mod �a ..� 0 r Suite Number: Floor:
Tenant Name: s'F e l �•� r �- New Tenant: & .... Yes ❑ ..No
PROPERTY OWNER
Name:
AM pra .ar,i
Address: f� /Z
o ,S't�tt St Ste, uo
City: &e., f1 State: .4% Zip: oa to
CONTACT PERSON — person receiving all project
communication
Name:
14 „
Address:
City: State: Zip:��p�
Phone:
Fax:
Email-
k C. C. 4*40-.
GENERAL CONTRACTOR INFORMATION
Company Name:
ri 'lam w.c . t
Address:
/-, o I eW �
s f
City: /? e n ,iU,, State:
wna- Zip:
Phone: L Fax•
- -vs��
Lr- 2 z b
Contr Reg No.:
i—no
Exp Date:
�o rs
Tukwila Business License No.:
l
ARCHITECT OF RECORD
Company Name:
Architect Name:
Address:
City: State: Zip:
Phone: Fax:
Email:
ENGINEER OF RECORD
Company Name- _
Engineer Name:
6A4nf'a
Address: A
City: oc- rc Jo U State: G,4 Zip:
L d
Phone: Fes.
Bf8 z o— �$ 0 61912, 0— 3,P 3
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:
Pa t &-,L - s,.,;-rA 4 FGG k
Address: Z2? Z1"t'.4Ve- A-, g:r-
City:�rG�v` State: 'po le
�.•-00—
H:\Applications\Forte-Applications On Linc\2011 Applications\Permit Application Revised - 8-9.1 I.docx
Revised: August 2011
bh
Page 1 of 4
BUILDING PERMIT INFORMATION — 206-431-3670
Valuation of Project (contractor's bid price): $ Ito 1- 6 $-d — Existing Building Valuation: $
Describe the scope of work (please provide detailed information):
10�ei
Will there be new rack storage? [....Yes ❑.. No
de Ar qr G4t S,
If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
I' Floor
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
2 Id Floor
3rd Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq fl): 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? El ....... Yes ❑....... No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
[9...... Sprinklers ❑ ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? El ....... Yes [Y....... No
If `yes', attach list of materials and storage locations on a separate 8-112"x I I " 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\Forte-Applications On Line\2011 Applications\Permit Application Revised - 8-9-1 Ldocx
bn Revised: August2011 Page 2 of 4
PERMIT APPLICATION NOTES -
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may 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 I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AUTHORIZED AGENT:
Signature:
Print Name: 1-21 J1-
Mailing Address: 1( c° o
.s w a-41- S
Date:
Day Telephone: ?.t96 - 197 /— A Y' / /
loe " -ewr' wA- feo !;- :�-
City State Zip
H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-1 l.docx
Revised: August 2011 Page 4 of 4
bh
DESCRIPTIONS
PermitTRAK
PAID
$2,198.58
D15-0008 Address: 350 MIDLAND DR
Apn: 8836500100
$2,198.58
DEVELOPMENT
$2,094.10
PERMIT FEE
R000.322.100.00.00
0.00
$2,089.60
WASHINGTON STATE SURCHARGE
6640.237.114
0.00
$4.50
TECHNOLOGY FEE
$104.48
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R5024
R000.322.900.04.00 0.00
$104.48
$2,198.58
Date Paid: Thursday, April 09, 2015
Paid By: TOM FROSLAN
Pay Method: CREDIT CARD 02385D
Printed: Thursday, April 09, 2015 3:18 PM 1 of 1 I
• -[:SYSTEMS
Date Paid: Friday, January 16, 2015
Paid By: THOMAS J FROSLAN
Pay Method: CREDIT CARD 055727
Printed: Friday, January 16, 2015 1:57 PM 1 of 1
SYSTEMS
INSPECTION RECORD
Retain a copy with permit �js004:'01
NO. PERMIT No.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206)43134
Permit Inspection Request Line (206) 438-9350
P
M—C
Type o I spe4 [on:
Address:
3,Lp "04
Date Call
Special Instructions.
Date qn
.
�La.m.
— p.m
Requester:
PRUne No:
(Inspector: I Date: L/ - 2- L'/ - // 01
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100, Call to schedule reinspection.
M4
IN ECTION RECORD
Retain a copy with permit
IN ION NO, PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
projTt:
t
Type of
edtion,
M%
Address:
3 5-0 il
Date Called:
Special Instructions:
10M
Date Wapteda.m.
.m.
P one No:
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Cat[ to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NUMBER PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:
STD /✓'�
Type of Inspection:
Address:
Contact Person: -
Suite #:
Special Instructions:
Phone No.:
Corrections required prior to approval.
® Approved per applicable codes.
r
COMMENTS:
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspectori fg,'I Date: ��,� ��/S— Hrs.: / a
$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: Zip:
Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113
Fireproofing
Aggregates
.Shotcrete
Concrete April 23,2015
Masonry
A s p h a. I t File No. 15-274
Rooting
P i l i n g
S t e e I Building Official
S o i I s City of Tukwila Building Department
W o o d 6300 Southcenter Blvd.
Tukwila, WA 98188
Project:
Stelfast
Address:
350 Midland Drive
Permit:
D15 0008
A.A.R. TESTING
LABORATORY, INC.
CONSTRUCTION INSPECTION AND MATERISL TESTING
NATIOWILY ACCEPTED LABORATORY
This is to advise you that special inspections are completed on the above
referenced project. The following inspection was required and a copy of our
inspection report is attached.
1. Proprietary anchor installation
To the best of our knowledge all work inspected conformed to Tukwila Building
Department approved plans, specifications, IBC and related codes and/or
verbal or written instructions from the Engineer of Record.
Sincerely,
A.A.R. TESTING LABORATORY, INC.
Kimberle Anderson
President
APR 1 12015
PERMIT CENTER
CC: NorthWest Handling Systems, Inc. -Tony Johnson, Tom Froslan
Tel: (425) 881-5812 Fax (425) 881-5441 - 7126 180th Ave. NE - P.O. Box 2523 o Redmond, WA 98073
Field Report Report#: 062166
A.A R _ Testing, t,aboratory,, Inc. 71,24180th Ave.N.E., Park 180, Suite C101, Redmond, WA 98D52
---_. _ Ph-one425.881,.58:12 Fax d25181:.5441
Client: NorthWest Handling Systems, Inc. Project Number: 15-274
1100 SW 7th St. Permit #: D15 0008
Renton, WA 98055-2939
Project Name: Stelfast
Contact: Tony Johnson Address: 350 Midland Drive
Inspection Performed: Proprietary Anchors
Date: 4/14/2015 Time: Temperature:
4nchor bolts for pallet racks.
Verified installation of Hilti KBTZ anchors 112" x 4 1/2" with 3 1/4" embed, torqued to 40 ft./lbs.
411 placed per plan.
i
RECEIVED
CITY OF TUKWILA
APR 2 2015
PERMIT CENTER r
Distribution: IO Distribute Client ❑ Distribute Contractor
Distribute En Inspector: 7row, Michael
❑ Engineer Distribute Owner
W Distribute Municipality ❑ Distribute Other Reviewed by: Michele Guerrini
❑ Distribute Architect ❑ Distribute Other
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden
BY ........ G.....oHAN!AN..... RAdK DEOWN & ENOINEERINd GAO.
DATE ..I.-9.-.? 5............. 412 WEOT BROADWPAY, QUITE #204 SHEET NO ......... I................
dLENDALE, dA. 91204 JOB NO....RD-17750
SUBJECT .......................... TEL:(818)240-3810 FAX:(818)240-3813
STRUCTURAL CALCULATIONS OF STORAGE
RACKS FOR: ` FILE COPY '
STELFAST
350 MIDLAND DRIVE
TUKWILA, WA 98188
PER IBC 2012 EDITION
STORAGE RACKS CAPACITY:
3000 # / LEVEL
CALCS. 1 THRU 4
DRAWINGS: RD-17750
p0,2''r m, 0t p1,nx
OF WAS�l ►'r��
;�.. 9A
33662
1 EXPIRES 12-26-15 1
b t &aw-o OLI 8
REVIEWED FOR
CODE COMPLIANCE
APPROVED
APR 0 3 2015
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
JAN 16 2015
PERMIT CENTER
BY.... G. OHANIAN
RAdK DEOWN & ENOINEERINO CO.
�...9.-.�.5............. 412 WEOT BROADWAY, SUITE #204 SHEET NO.........?...............
DATE...-. RD 17750
dLENDALE, dA. 91204 JOB NO..........- .................
SUBJECT TEL:(818)240-3810 FAX:(818)240-3813
0
0
a
0
N
CN
N
0
84" 32" 32"
FRONT VIEW
BEAM DESIGN
Ix =1.98
x ._._, x Sx =.91
t=o.o�" Fy =55 KSL
2 3/4"
3 PIN CONN.
t PIN CONN.
I st, 2nd & 3rd LEVELS
SIDE VIEW
LOAD PER BEAM + 25% IMPACT LOAD
(3.OKx.88)+(1.5 Kx.25) = 3.0= 1.5 K
Z 2 BEAMS
M= 8 =16 "K
S R= .48<.91
4
385xwL E —.20"< 180 = .47„
4.I
—Ix .
SEISMIC DESIGN
V= S US XI Rx1 4 xW IBC 2012 AND RMI SPECS.
S DS =0.96 (USGS WEB SITE, "SITE CLASS D")
1=1 NO PUBLIC ACCESS
R=6 MOM. CONN. RMI 2.6 AND 2.6.3
R=4 BRACED
W=D.L.+ 3 PALLET LOAD
LOAD PER COL. = 6x3.0 K =9 O K
2 COL.
P=.2DL+ (9.OKXO.75)=7.OK
W=.20L+ (9.OPLx0.67)= 6.2 K
_ '71 K
LONGIT.
V = 1.07 K
TRANS.
SPACERS
DOUBLED BRACE
1st LOWER DIAGONAL
LONGIT.
SEISMIC
20 K
3.2"K
O
.17K 3.2"K
7.1 "K
O
.14K 7.1 "K
9.6"K
O
.10K 9.6'K
11.6K
0
.07K 11 .6 K
12.9"K
O
.03 K 1 2.9"K
13.5
O
.71 K 13.5"K
BY....... c: oHAN!AN RACK DEOWN & ENdINEERINO (A
1 915 �IUITE #204 SHEET NO........3...............
DATE .....--
......................... 412 APE T BROADWAY,
LENDALE, dA. 91204 JOB NO....RD-17750
SUBJECT TEL:(818)240-3810 FAX:(818)240-3813
COLUMN DESIGN
3" 3"
M
x--------- x
t=.105" t=.09"
COMBINED STRESS RATIO
Pex= (2 = 171.0 C2c=1.8
ax__t-f2cP __ Qb=1.67
Pex •93
Cmx=.85
BASE PLATE
ANCH. TENSION = 0
ANCHOR SHEAR = .18 K
F 55 KSI KL=40x1.7 =52
Y rx 1.3
Ae=1.79
Ix=2.72 KL=44 =24
Se=1.8 y
rx=1.3 Mn=Se•Fy= 100
ry=1.8
Qc.P,+, Qb.Cmx.M = 37<1
Pn Mn.ax
(4)-1/2"0 ANCHORS PER BASE PL., 3 1/4" EMB.
HILTI KWIK BOLT-TZ ESR-1917
SPECIAL INSPECTION IS REQUIRED
MOMENT AT BEAM CONNECTION
5x.1 Ox 1 x65=3.4 K
7/16"0 RIVET
A = .1 Fy = 79 KSI
Pa = .1 x79x.4 = 3 K
BEARING CAPACITY
OF COL. HOLE
Fe= (K2X= 106
rx
Z
F n=F y(.658 c )=44 KSI
Pn= Fn .Ae = 79.0 K
7.0 K 13.5" I
�c= F�=0.72
Ac<1.5
8"x8„x3/8"
BASE PLATE
M
G <
13.2 "K
Ma = (3.0 Kx6")+(2.0 Kx4") = 26.0 "K 4 PIN CONN.
CONN. 1st, 2nd & 3rd LEVELS
Ma = (3.0 Kx4")+(1.5 Kx2") = 15.0 "K 3 PIN CONN.
CONN. UPPER LEVELS
MEND =.01xWlZ= 1.3 "K
M= 13.2"K M=14.5"K
SEISMIC TOTAL
12.9 "x
co
13.2 "x
BY........ q:...9HANIAN RAdK MOWN & EN( INEERIN( d0.
DATE ..I.-9.-.1.5............. 412 WET BROADWAY, QUITE #204 SHEET NO........4...............
GLENDALE, dA. 91204 JOB NO....RD-17750
SUBJECT TEL:(818)240-3810 FAX:(818)240-3813
OVERTURNING
MOT =1.07 Kx4 x262"xO.66 = 740 "K
COL.
MR = 7.0 Kx4x38"= 1064 "K
NO UPLIFT
LOAD TO DIAGONAL
P = 1.07 Kx2 x 44 = 2.7 K
COL. 32
FY =55 KSI
A@=.26
rx =.48
L= 44" Pa = 4.5Kx2=9.0 K
CHECK WELDS
Pn= (1—.OIL)L.t.Fi, = 8.81K
0 = 2.55 /
t= 3.4K x2 = 6.8K
0 SIDES
CHECK SLAB
7.0 K 7.0IK I7.0K 7.0 K
/x\
I i�1! o
I/x\I
0
1.07K 1. 7K 1. K 1.07K
N
N o
v
N
32" 32"
7000
1000 = 7.0 °7.0044=1008 °
1008=32"
2
M= \ ( 12 ) x1000x 2 x12=4500#
S= 12x5.5 2 = 61
6
1 6=73 <1.6V2500=80
TOP LEVEL LOADING
W= 0.2DL+1.5LL=1.7K LOAD PER COL.
V= .29 K
MpT =.29 Kx4 x240" = 278 "K
COL.
MR = 1.7 Kx4x38"= 258 "K
UPLIFT = 278K-258"K = .26 K
76"
❑I
BOTH SIDES TYP. 1/8 1 5" `� El11/2. /
I` ❑
�x I
J °
t=.06"
I
BOTH SIDES 1/8 3" ❑
1 2 I�'❑
DOUBLED BRACE
x 1st LOWER DIAGONAL / ❑
�N
t=.06"
TYP 1/8 1.5"
70I00 #
1
5.5" CONCRETE SLAB
`^^ PSI. CONC.
PSF. SOIL
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
January 30, 2015
TOM FROSLAN
1100 SW 7TH ST
RENTON, WA 98057
RE: Correction Letter # 1
DEVELOPMENT Permit Application Number D15-0008
STELFAST - 350 MIDLAND DR
Dear TOM FROSLAN,
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 following departments:
BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments.
(GENERAL NOTE)
PLAN SUBMITTALS: (Min. size I Ix17 to maximum size of 2406; all sheets shall be the same size. New revised
plan sheets shall be the same size sheets as those previously submitted.)
(If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current
signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current
signed stamp -seal.
(BUILDING REVIEW NOTES)
1. Provide a means of egress plan. Dimension egress and exit access pathways. Length of common path of egress
travel in "S" occupancies (sprinkled building) shall not be more than 100 feet. Exit access travel distance shall not
exceed 250 feet. Identify path of egress illumination on the plan to show common paths of egress are provided with
emergency illumination. Emergency illumination shall have at least an average 1 foot-candle and a minimum at any
point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be
required for exit discharge doorways. Identify each exterior emergency exit doorways. (IBC 107.2.3, Section 1006,
1008.1.6, 1014.3)
FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments.
• Per International Fire Code Table 3206.2. Smoke and heat removal is required for the storage area.. The plans do
not show any smoke vents or make any mention of a mechanical smoke removal system.
Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other
documentation. The City requires that two (2) sets of revised plan pages; 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.
6300 Southcenter Boulevard Suite #100 9 Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
If you have any questions, I can be reached at 206-431-3655.
Sincerely,
Bill Rambo
Permit Technician
File No. D15-0008
6300 Southcenter Boulevard Suite #100 * Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
Date: January 16, 2015
Tukwila Fire Prevention
Re: Stelfast Rack Permit Application
Please find below additional information regarding the Stelfast rack permit
application.
Stelfast is storing metal fasteners in cardboard boxes. Boxes are on wooden
pallets. Class 1-I.I commodities. The loads are non -encapsulated with no solid
decking. No plastics will be stored.
The building is full sprinkled with a design of .39 over 5,600 sq. ft. Illuminated exit
signs are present at all exits.
Should you have any additional questions, please don't hesitate to contact me.
Thank you.
Tom Froslan
Northwest Handling Systems
206-931-6411
tomf@nwhs.com
t)157- 000 8
DECEIVED
CITY OF TUKWILA
JAN 16 2015
HERMIT CENTER
t'ERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D15-0008 DATE: 03/27/15
PROJECT NAME: STELFAST
SITE ADDRESS: 350 MIDLAND DR
Original Plan Submittal Revision # before Permit Issued
X Response to Correction Letter # 1 Revision # after Permit Issued
DEPARTMENTS:
P0-1\V '� 1S
Building Division
ACM, IWC- 1516
Fire Prevention Planning Division
❑
Public Works ❑
Structural ❑ Permit Coordinator
PRELIMINARY REVIEW:
DATE: 03/31/15
Not Applicable ❑
Structural Review Required
❑
(no approval/review required)
REVIEWER'S INITIALS:
DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 04/28/15
Approved ❑
Approved with Conditions ❑
Corrections Required ❑
Denied ❑
(corrections entered in Reviews)
(ie: Zoning Issues)
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/1812013
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D15-0008 DATE: 01/16/15
PROJECT NAME: STELFAST
SITE ADDRESS: 350 MIDLAND DR
X Original Plan Submittal Revision # before Permit Issued
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS:
u ldmg Dtv�ston
Public Works ❑
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval/review required)
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved ❑
Corrections Required
(corrections entered in Reviews)
Notation:
REVIEWER'S INITIALS:
A-� cd yv-"� 1-)0-1S-
FirePrevention 10 Planning Division ❑
Structural ❑ Permit Coordinator a
DATE: 01/20/15
Structural Review Required ❑
DATE:
DUE DATE: 02/17/15
Approved with Conditions ❑
Denied ❑
(ie: Zoning Issues)
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED: _
Departments issued corrections: Bldg �--- Fire Zj�— Ping ❑ PW ❑ Staff Initials:
12/18/2013
,-A
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 SUBMITTAL
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: 3 ('L -), 1 1 9- Plan Check/Permit Number:
❑ Response to Incomplete Letter #
® Response to Correction Letter # I
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: Stelfast
Project Address: 350 Midland Dr
D 15-0008
Contact Person: To i,.A Phone Number: 2-06- ?3 1— 6 V II
RECE1VE"[>t
Cil`Y QF t@1MLA
WR 2.74
PERMCIROM
Summary of Revision:
"
e 9 r.r5 S
- 4- ham--
+ kn-c Y a C 'L. c1 r a S S i' 7 �''i .• o ,,q
Yee. 41�5 '1'+. tom! �✓ C ._ y hS p v► T. .+C '� •'� f b
Z� dte .�.-1-. �.ti..G �.c+�.4 t S
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
C
Received at the City of Tukwila Permit Center by: '�'l
t�—Bntered in TRAKiT on S `•>-77 ~ l S
\applications\fomis-applications on line\revision submittal
Created: 8-13-2004
Revised:
NORTH WEST HANDLING SYS D`117
Page 1 of 2
Honie Inicio en Espanol Contact
Safety
Washington State Department of
Labor & Industries
NORTH WEST HANDLING SYS INC
Search L&I �SS`J
A-Z Index Help My Secure 1 -1,I
Claims & Insurance Workplace Rights Trades & Licensing
Owner or tradesperson
1100 SW 7TH ST
FRANCK, JAMES JEROME
RENTON, WA98055-2939
425-255-0500
Principals
KING County
FRANCK, JAMES JEROME, PRESIDENT
KOSTY, CLARK RANDOLPH, TREASURER
THOMAS, KEVIN A
(End: 09/28/2011)
Doing business as
NORTH WEST HANDLING SYS INC
WA UBI No. Business type
600 051 641 Corporation
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
..........................................................................
Meets current requirements.
License specialties
GENERAL
License no.
NORTHWH275JF
Effective — expiration
04/06/1973-10/0912015
Bond
................
TRAVS
$12,000.00
Bond account no.
81 SI O3354822BCM
Received by L&I
Effective date
10/09/2001
10/01/2001
Expiration date
Until Canceled
Insurance
..........................
Travelers Indemnity Co of Ame
$1,000,000.00
Policy no.
Y6302C242044TIA14
Received by L&I
Effective date
09/29/2014
10/01/2014
Expiration date
10101/2016
Insurance history
Savings
No savings accounts during the previous 6 year period.
Lawsuits against the bond or savings
No lawsuits against the bond or savings accounts during the previous 6 year period.
https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=600051641&LIC=NORTHWH275JF&SAW= 4/9/2015
EX IT '
I EGRESS PATH
EG R ES PATH
IT I RAMP LEVELER LEVE ER I LEVELER LEVE ER LEVELER
LEVELER
REWEWED -FOR
CODE COMPLIANCE
APPkOVED
APR 0 3 201
City of Tukwila
BUILDING DIVISION
REVISIONS
submittal
and may inciatd additional plan rev-iew foes. i
FILE COP
Permit.
Plan review approval is subject to errors and omissions.
Approval of construction documents does not authorize
the violation of any adoptsd code or ordinanco. Receipt
Of approved Field Copy and conditions is acknomv ledged:
Date:BUILD
PLAN VIEW
PLAN
CORREC ION
LTRN
EMERGENCEY EGRESS & EXIT LIGHTING emer9en 9 + s s15nad EIVEo
TO BE INSTALLED UNDER SEPERATE . - "'"°`T°"""`"
w NOA 77 106
BUILDING PERMIT BY JOHNSON T.1 , ,., aEAMI,CE„,Eq
SHEET NUMBER
DRAWING NUMBER
D l
FRONT VIEW
1 /4" 0 SAFETY LOCK
(1000 # CAPACITY)
1 3/4"
1 3/4"
BOTH SIDES
TYP.
1' /8 V
1.5"
/
F
00
L0
00
3 SIDES
El
00
'00
`ci \
l
1 /$
BOTH COL.
\ \
\'
xci
t=0.07"
`r
f t=0.07"
i
1 BOTH SIDES
1 /2
TYP. "
1.5
\\ /
❑
I
/
1 /8
f
,
23/4
„
234
r
a--
❑I
/
L J
--
3--!
3
r
—
(
_
o I
_ n _
Q
t=.06"
— —
— — — —
Q I
TAP /8
1 /4 SAFETY LOCK
(1000 # CAPACITY)
L
SEC. A -A
A
i....
•
,.. ,. ..
HORIZONTAL AND DIAGONALS
C
TIP
t=. 1 05" t=.09"
°..
. • °. . ' a.
o
6 _
A •• e : a • • °• .. .' a ° ° d-
° _..> _ , .
1 BOTH
SIDES TYP.ff
\
❑
®
8
Lo
\
El
BOTH SIDES
TYP.
:;
°
°:o . : .. .. : °.
° •
/
s _
z
/8 1-12
N 00
I N
6v
t=3/8"
: -
//
❑
I
®
co
OUB D CO
D LE LUMN
UP TO 80"
/
/ /
/
_
INN
x
8"
t=.06"
I
I
I
I
SEC. C-C
❑
7/16"0 RIVET
®
t=3/16"
7/16 95 RIVET x
(4)-1/2"0 ANCHOR
BOLTS PER BASE
PLATE
1st LOWER DIAGONAL
ASTM A576-90B
ASTM A576 90B
N0. 4)
HOT —WROUGHT UNS
HOT —WROUGHT UNS
3 1 /4" FMB., (SEE
NOTE
C10100 GRACE C-1010
G10100 GRADE C-1010 t=3/16"
BASE PLATE DETAIL
1
BRACING DETAIL
2
4 PIN CONNECTION
3
3 PIN CONNECTION 4
TYP.
$
1 /8
M c=.07°
I
III.
/ I
ROW SPACER
00
00 .00
1100 00I I
"o
.-, I J
00
10 o-
p G
I
.B
0 '1 0
gp T'
.I I
GR•5
ROW SPACER
5
NOTES:
1—DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS
AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE
32"
IBC 2012 SEC. 2209.1, ASCE 7-10 SEC. 15.5.3, ANSI/MH 16.1:12
84"
32
2—STEEL FOR ALL SHAPES FY=55 KSI. ASTM A1011 GR.55 (EXCEPT AS NOTED)
5
5 ROW SPACERS
3—NO FIELD WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN THE SHOP
OF THE APPROVED FABRICATOR #01464 (E70XX ELECTRODES)
x
00
x
4—ALL ANCHORS HILTI KWIK BOLT—TZ ESR-1917
to
SPECIAL INSPECTION IS REQUIRED
5—CONCRETE SLAB 5 1 /2" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF
4 3 PIN CONN.
6—STORAGE RACK CAPACITY: 3000 #/ LEVEL
Id-
7—RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS
A PERMANENT SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY
OF THE RACK (3000 #/ LEVEL)
0
8—STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE
VERTICAL OF 1 /2" IN 10'-0" OF HEIGHT
9—THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES
BETWEEN THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR.
0
10—STORAGE RACK AREA NOT OPEN TO PUBLIC, EMPLOYEE ACCESS ONLY
d-
N
¢
RECEIVED
3 4 PIN CONN.
CITY OF TU CWILA
1st, 2nd & 3rd LEVELS
2 DOUBLED BRACE
15r. JAN 16 2015
000
1st LOWER DIAGONAL
PERMIT CENTER
o
U
RACK DESIGN AND ENGINEERING
m
41 °x f
0
1
,° _
412 WEST BROADWAY SUITE *204 GLENDALE CA. 91204
SCALE: NONE
DRAWN BY: 4,S 11
d p
JLJL,{
00
DATE: 1-9-15
.
,a
PROJECT: S T E L F A S T
9866E `V
4*Gt 4'
SION
350 MIDLAND DRIVE, TUKWILA, WA 98188
FRONT VIEW SIDE
VIEW
STORAGE RACK DETAILS
JOB NO.
RD-17750
SHEET NO.
1 Ext-mes l z—zo—i o I