HomeMy WebLinkAboutPermit D15-0284 - WORKING SPACES - STORAGE RACKSWORKING SPACES
1114 ANDOVER PARK W
D15-0284
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
DEVELOPMENT PERMIT
Parcel No: 3523049053 Permit Number: D15-0284
Address: 1114 ANDOVER PARK W Issue Date: 12/9/2015
Permit Expires On: 6/6/2016
Project Name: WORKING SPACES
Owner:
Name:
LINCOLN CENTER HOLDINGS INC
Address:
1940124TH AVE NE #A101,
BELLEVUE, WA, 98005
Contact Person:
Name:
TOM FROSLAN
Phone: (425) 255-0500
Address:
1100 SW SEVENTH ST, RENTON, WA,
98057
Contractor:
Name:
NORTH WEST HANDLING SYS INC
Phone: (206) 255-0500
Address:
1100 S.W. 7TH STEET, RENTON, WA,
98055
License No:
NORTHWH275JF
Expiration Date: 10/9/2017
Lender:
Name:
Address:
DESCRIPTION OF WORK:
INSTALLATION OF PALLET RACKING PER ATTACHED PLANS
Project Valuation: $7,322.00 Fees Collected: $424.58
Type of Fire Protection: Sprinklers: YES
Fire Alarm:
Type of Construction: VB Occupancy per IBC: B
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:.
ChanneIization/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
t
Permit Center Authorized Signature: Date: _
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 conditio ttached to this permit.
Signature: Date:/
Print Name:
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:
1: 'BUILDING PERMIT CONDITIONS'
2: 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.
3: 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.
4: 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.
5: 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.
6: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
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. Periodic special inspection is required during
anchorage of storage racks 8 feet or greater in height.
All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
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.
20: 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)
17: 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)
18: 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)
19: 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)
21: Maintain fire extinguisher coverage throughout.
11: 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)
12: 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)
13: 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)
14: Flue spaces shall be provided in accordance with International Fire Code Table 3208.3. Required flue
spaces shall be maintained.
23: 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)
22: 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)
10: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
15: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
16: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention
Bureau at (206)575-4407.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
CITY OF TUKWILA Building Permit No.
Community Development Department
• r Public Works Department Project No.
• Permit Center Date Application Accepted: y ��
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188 Date Application Expires:
http://www.TukwilaW A. gov
FU o ece 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
King Co Assessor's Tax No.: 3 � Z 3 6,y - i v S
Site Address: 1 11 q Ay -do, ' P., ttz LN13 t Suite Number: Floor:
Tenant Name: Wuf r-IVkg S 14 al New Tenant: ❑ .....Yes ❑..No
PROPERTY OWNER
Name: (,, �„co j L -{.,s14o t/ r N
Address: 1
City: aGllevvt State: tr 14 Zip: ctoS
CONTACT PERSON - person receiving all project
communication
Name:
�o �,,. F- o 14
Address: 0 0 s w
City:
S
State: w Zip:
Phone: L+Lr- ZSs-- OS U
Fax: r 2 L,9 _ G s of G
Email:
L v
GENERAL CONTRACTOR INFORMATION
Company Name: v�
Address: J 7-
City. State: k44- Zip: >rc,i�
Phone:gz,,e-2r� �1?� Fax: t�L%Zy�-6ycy6
Contr Reg No.: h Exp Date:
Tukwila Business License No.,
7-
ARCHITECT OF RECORD
Company Name:
Architect Name:
Address:
City: State: Zip:
Phone: Fax:
Email:
ENGINEER OF RECORD
Company Name:
f2
��r � En 'tevra
Engineer Name:
�? 4rNt K
'
D 40 ra
Address: t Wi If
�tc-,/v-r.'
City: & %!«
State: Zip: 111Zey
Phone:,�� _ ;,to
Fax: B /f> - L o - ?b 13
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCl!W 19.27.095)
Name:
Address:
City: State: Zip:
H:\Applications\Forte-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-11.docx
Revised: August 2011 Page I of 4
bh
BUILDING PERMIT INFORMATIOI 1— 206-431-3670
Valuation of Project (contractor's bid price): $ ::�. 3 Z Z r Existing Building Valuation: $
Describe the scope of work (please provide detailed information):
✓^4G�IVs �<C✓ Cc0,c, ^e-J I4ni
Will there be new rack storage? [...Yes ❑.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
Addition to
Type of
Type of
Existing
Construction per
Occupancy per
Existing
Iute44ff Remodel
Structure
New
IBC
IBC
I' Floor
2 ad Floor
P Floor
Floors thru
Basement
Accessory Structure*
\
l
Attached Garage
t
t
t
!
Detached Garage
\
Attached Carport
!!
1
Detached Carport
't
\
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 11): 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 [Er ...... No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
(a...... Sprinklers ❑ ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes 0...... No
If "yes, attach list of materials and storage locations on a separate 8-112"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\Forns-Applications On Line\2011 ApplicationsTertnit Application Revised - 8-9.11.docx
Revised: August 2011 Page 2 of 4
bh
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:
Date: I I ('L / ( r
Day Telephone: 2 6 6- q 3( _ G Y i
Mailing Address: I l o o Li sT gngf,"J"t" V^A- qec f
City State Zip
H:\Applications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-1 I.docx
Revised: August 2011 Page 4 of 4
bh
DESCRIPTIONS
PermitTRAK
ACCOUNT QUANTITY
PAID
$263.96
D15-0284 Address: 1114 ANDOVER PARK W Apn: 3523049053
$263.96
DEVELOPMENT
$251.60
PERMIT FEE
R000.322.100.00.00
0.00
$247.10
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$12.36
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R6829
R000.322.900.04.00 0.00
$12.36
$263.96
Date Paid: Wednesday, December 09, 2015
Paid By: RODNEY ROBERTS
Pay Method: CREDIT CARD 00694B
Printed: Wednesday, December 09, 2015 3:37 PM 1 of 1
L1 LS wSY57EM5
,deft AwAk
Date Paid: Monday, November 02, 2015
Paid By: THOMAS FROSLAN
Pay Method: CREDIT CARD 03921D
WAWAr
Printed: Monday, November 02, 2015 1:23 PM 1 of 1 T�, p.
Y574M
\1�
INSPECTION RECORD.
CkRetain a copy with permt
INSPECTION 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
Project:, - `
Type of Ins tlo n:
ddres
A�v�ve
Date Called:
L �0'
Special Instructions:
Date Wanted: m^
.m.
Requester:
Phone No:
�Approved per applicable codes. L_J Corrections required prior to approval.
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
v
INSPECTION RECORD j
Retain a copy with permit ✓ ilia
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., 4100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
Type of Ins echo
Address:
Da a Called:
Special Instructions:
Date Wanted: a.m.
p.m.
Requesters
Phone���
Approved per applicable codes.
no ..
L, Corrections required prior to approval.
" paid at 6300 Southcenter Blvd., Suite 100. Gall to schedule reinspection.
INSPECTION RECORD D15 2-9
Retain a copy with permit I`�'�
INSPECTION 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
Project:
:�
Type of Inspection:
E
Address:
D to Called:
Special I structions:
Date Wanted: M.
Requester:
Phone �Nq: ,6Y--3 —y-, 5 -
pproved per applicable codes. Corrections required prior to approval.
U naid at 6300 Southcenter Blvd_. Suite 100. Call to schedule reinsoection
INSPECTION RECORD
/ Retain a copy with permit
INSPECTION NUMBER PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:
Type of Inspection:
Address:
Contact Person:
Suite #: M/
Special Instructions:'
Phone No.:
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
!G�!%?r
�o ..�-�=:r--.-<�l ���..�5 G,-� � •' �� coif -l'�
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: Date: Hrs.: �•/�
i
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
tsming Aaaress
Attn: Company Name:
Address:
City: I State: Zip:
Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113
Br....... G.....oHANiaN..... RAdK DE0I6N & ENOINEERIlld GAO.
10 22 15 412 WET BROADWAY, ME #204 SHEET NO ......... 1 ................
DATE ...........-.......-.......... GILENDALE, dA. 91204 JOB NO.. ..... ......-.......8190..
RD 1
SUBJECT .......................... TEL:(818)240-3810 FAX:(818)240-3813
STRUCTURAL CALCULATIONS OF STORAGE
RACKS FOR:
WORKING SPACES PACIFIC
1114 ANDOVER PARK WEST
TUKWILA, WA 98188
PER IBC 2012 SEC. 2209.1
ASCE 7-10 SEC. 15.5.3
RMI/ANSI/MH 1 6.1 :2008
STORAGE RACKS CAPACITY:
2000 # / LEVEL
CALCS. 1 THRU 4
DRAWINGS: RD-18190
FIL
/ vJ�
EXPIRES 12-26-15
161,5qmop 0 8M
REY-'�D FOR
CODE COMPLIANCE
APPROVED
DEC 0 9 2015
City of Tukvvilat
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
NOV 0 2 2015
PERMIT CENTER
BY....... ..:...oHANiAN RACK DEIGN &ENGINEERING CO.
10 22 15 412 WET BROADWAY, SHEET NO........... ...............
DATE..... (� �1UITE �204
6LENDALE, dA. 91204 JOB NO. ...... RD-18190
SUBJECT ........................... TEL:(818)240-3810 FAX:(818)240-3813
96"
r`
0
N w
FRONT VIEW
BEAM DESIGN
Ix=1.63
xQ
x Sx =.77
FY=55 KSL
I
I
N
SIDE VIEW
LOAD PER BEAM + 25% IMPACT LOAD
(2.OKX.88)+(1.OKX.25) = 2.0- 1.0K
2 BEAMS
2
M= WIL 8 =12��K
S R= .37<.77
A=
5xwL 4 =.24"< 180 =.53"
3
xE
SEISMIC DESIGN
V= S DS XI xW IBC 2012 SEC. 2209.1
Rx1.4
ASCE 7-10 SEC. 15.5.3, RMI/ANSI/MH 16.1:2008
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 LONGIT. SEISMIC
LOAD PER COL. = 3x2.OK =3.0K
2 COL.
P=.2 DL+ (3.OKxO.75)=2.4K
W=.2DL+ (3.OPLx0.67)=2.2K o
_ '25 K
LONGIT.
r
V = .38K
TRANS.
4.5"K
6.7 K
9.3"K
25K 9.3 "K
BY.......c, oHaNiaN RACK DEOWN & ENdINEERINO CO.
10 22 15 412 APE T BR0ADWAY, UITE 204 SHEET NO........3...............
DATE..... ......-.......-.......... � #
LENDALE, dA. 91204 JOB NO.. ..... RD-18190
SUBJECT ........................... TEL:(818)240-3810 FAX:(818)240-3813
COLUMN DESIGN
3"
Fy=55 KSI KL=76x1.2 =76 Fe= T�E =50
Ae=.78 rx 1.2 (KL) 2
Ix=1.19 rx Z
x — —x Se=.8 ryL= T =47 F�=Fy(.658 �c )=35 KS1
t=.oso° rx =1.2
ry=1.1 Mn=Se.Fy=44 P„=Fr,.Ae =27.OK
COMBINED STRESS RATIO
Pex= (KL=42.0 f�2c=1f2c.P .8 Ph
+ Mn.ax f2b.Cmx.M _ —.50<1
f2b=1 .67
ax=1— Pex = .89 Cmx=.85
BASE PLATE
ANCH. TENSION = .33 K
ANCHOR SHEAR = .13 K
(2)-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.09x1 x65=2.9 K BEARING CAPACITY
OF COL. HOLE
7/16"0 RIVET
A = 1 Fy = 79 KSI
Pa = .1 x79x.4 = 3 K
Ma = (2.91Kx4")+(1.5Kx2") = 14.6"K
CONN.
MEND = .01 xwi2= 1.0 K
M=B.OK M=9.O"K
SEISMIC TOTAL
3 PIN CONN.
8.0"K
Ac= Fy/Fe = 1.04
Ac<1.5
2.4 K
9K
8.0'K
BY....... G...._oHa,NiaN..... RAdK DEOWN & ENOINEERINO d0.
10 22 15 412 WET BROADWAY, UITE 204 SHEET NO........4...............
DATE ...........-.......-.......... � # RD-18190
LENDALE, dA. 91204 JOB NO. .............................
SUBJECT .......................... TEL:(818)240-3810 FAX:(818)240-3813
OVERTURNING
M pT `38 Kx2 x240"xO.66 = 120"K
COL.
M R = 2.4 Kx44" = 108 "K .38
UPLIFT = 12 44108 =.28 K
LOAD TO DIAGONAL
P = .38 Kx2 x 58 = 1.0 K
COL. 44
FY =55 KSI
Ae=.26
rx =.48
L= 52" Pa = 2.5 K
CHECK WELDS
P ° = (1 _ . 01 L ) L. t. Fu = 4.4 K
Q = 2.55
Pn = 1.7Kx2 = 3.4K
� SIDES
CHECK SLAB
2400 00 — 2.4 °l 2.4x 144=346 °
346=19"
2
M= ( 42 l x1000x 2 x12=844 #
S= 12x52 = 50
6
50 = 17 < 1 .6 2500 =80
2.4 K 2.4K
44"
TOP LEVEL LOADING
W= 0.2DL+LOLL=1.2K LOAD PER COL.
V= .21K
MpT =.21 Kx2 x216" = 89"K
COL.
MR = 1.2 Kx44" = 53"K
UPLIFT = 88 53 =.82K
BOTH SIDES TYP.
1 /8 1.5" ❑
❑
1 �/2„ I El'�'C
f7} X
,l- J � ❑
t=.06" �i� ❑
TYP 1 /8 1 .5"
2400 #
l 5" CONCRETE SLAB
1 2500 PSI. CONC.
1000 PSF. SOIL
a a
a
5" 4.5"
9.5"
19"
City of Tukwila
Department of Community Development
November 16, 2015
TOM FROSLAN
1100 SW SEVENTH ST
RENTON, WA 98057
RE: Correction Letter # 1
DEVELOPMENT Permit Application Number D15-0284
WORKING SPACES - 1114 ANDOVER PARK W
Dear TOM FROSLAN,
Jim Haggerton, Mayor
Jack Pace, Director
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:
FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments.
1) The plans show the top height of the rack structure to be 20 ft. What will be the total height of the storage?
2) Per NFPA 13, Table 16.2.1.3.2, the maximum storage height allowed with the existing sprinkler density is 22 ft.
provided the sprinkler heads in the storage area are high temperature heads. What is the temperature rating of the
existing sprinkler heads in the storage area?
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.
If you have any questions, I can be reached at (206)431-3655.
Sincerely,
Bill Rambo
Permit Technician
File No. D15-0284
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D15-0284
DATE: 11/23/15
PROJECT NAME: WORKING SPACES
SITE ADDRESS: 1114 ANDOVER PARK W
Original Plan Submittal Revision # before Permit Issued
X Response to Correction Letter # 1 Revision # after Permit Issued
DEPARTMENTS:
Building Division ❑ Fire Prevention No Planning Division ❑
Public Works ❑ Structural ❑ Permit Coordinator ❑
PRELIMINARY REVIEW: DATE: 11/24/15
Not Applicable ❑ Structural Review Required ❑
(no approval/review required)
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 12/22/15
Approved ❑ Approved with Conditions P(
Corrections Required ❑ Denied ❑
(corrections entered in Reviews) (ie: Zoning Issues)
Notation:
REVIEWER'S INITIALS:
DATE: J, J� / J,
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
,'ERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D15-0284 DATE: 11/23/15
PROJECT NAME: WORKING SPACES
SITE ADDRESS: 1114 ANDOVER PARK W
Original Plan Submittal Revision # before Permit Issued
X Response to Correction Letter # 1 Revision # after Permit Issued
DEPARTMENTS:
Building Division ❑
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 AN& "I
Fire Prevention
Planning Division ❑
Structural ❑ Permit Coordinator ❑
DATE: 11/24/15
Structural Review Required ❑
DATE:
DUE DATE: 12/22/15
Approved with Conditions ❑
Denied ❑
(ie: Zoning Issues)
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D15-0284
PROJECT NAME: WORKING SPACES
DATE: 11/02/15
SITE ADDRESS: 1114 ANDOVER PARK W
X Original Plan Submittal Revision # before Permit Issued
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS:
N NO ge 4vk Cory
Building Division Fire Prevention Planning Division ❑
Public Works ❑ Structural ❑ Permit Coordinator
PRELIMINARY REVIEW: DATE: 11/03/15
Not Applicable ❑ Structural Review Required ❑
(no approval/review required)
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 12/01/15
Approved ❑ Approved with Conditions ❑
Corrections Required
(corrections entered in Reviews)
Notation:
REVIEWER'S INITIALS:
Denied ❑
(ie: Zoning Issues)
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ FireN— Ping ❑ PW ❑ Staff Initials: IA4
1 v18/2013
r% •
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: htW://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: 11 (Z 3 l 147-
❑ Response to Incomplete Letter #
Plan Check/Permit Number: D 15-0284
® Response to Correction Letter #
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: Working Spaces
Project Address: 1114 Andover Park W
REMNED
mC v Of' T°t s+
OY 2 3, 2015
P
Contact Person: l0 M Iraf l el o Phone Number:
Summary of Revision:
--
S5 ✓ ts.z i ti / fi h - - — v e )� Ce e W 2 Z ' too e t,-
— E-f- (/Ir,Y,It4,. Aee-dr _ uo-e- 2-86 a
Sheet Number(s):
"Cloud" or highlight all areas of revision including dale of revision
Received at the City of Tukwila Permit Center by:
Iw
❑ Entered in TRAKiT on
\applications\forms-applications on line\revision submittal
Created: 8-13-2004
Revised:
NORTH WEST HANDLING SYS INC
Page 1 of 2
Hone Inicio en E paiiol Contact
Safety
Washington State Department of
Labor & Industries
NORTH WEST HANDLING SYS INC
.r
Search L&I — I
A-7. bidex Help My Secure LC.t
Claims & Insurance Workplace Rights Trades & Licensing
Owner or tradesperson
1100 SW 7TH ST
Principals
RENTON, WA98055-2939
425-255-0500
FRANCK, JAMES JEROME, PRESIDENT
KING County
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
Governing persons
CLARK
R
KOSTY
JAMES J FRANCK;
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
04106/1973-10/09/2017
Bond
.................
TRAVS
$12,000.00
Bond account no.
81S103354822BCM
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.
Y6302C242044TIA15
Received by L&I Effective date
09/30/2015 10/01 /2015
Expiration date _ �,J /+�
1010112016
Insurance history
Savings
https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=60005164I&LIC=NORTHWH275JF&SAW= 12/9/2015
SHEET NUMBER
103'-2"
[1238"]
1'
� �[42��
c0 CD CO
-Id-d-
� d- d-
c� co cfl
X X X
rn rn rn
x x x
co co c�
rn rn rn
x x x
d- d- d-
�t-
X X X X
d-
d-d-
� dam- dam- d�-
co "0 co LO
x X X x
cfl
CO
Cfl
CD
1
X
X
X
X
d-
x
d-
d-
x
�t-
d-
co
M
x
d-
1"
16'-311 4'-4'- "
01 01
.01 195" [ 1721 1195"
44X96 44X96 11 44X96 44X96
44X96 11 44X96 11 44X96 11 44X96
10'
[120"]
T
44X96 11 44X96 44X96 11 44X96
44X96 11 44X96 44X96 44X96
11 44X96 44X96 �44X9E 44X96 44X96
49'-6"
[594"]
."P" ` L A"17AN-
V I E W
SCALE: 3/32" = V-0"
158'-6"
[1902"]
1, -s
REVISIONS j
No changes shall hn, rn^do to the scope
of work without prior approval of
TW, i.,.Jiia Building Division.
MOTE: R •vi'sbn ; L,JII requiro a n,--a pian submittal
acid rn-ny i! a p,an rev.*Gt ., f:,e 7�
Li:l�-TiCiErEM
IT
J FO77.
P AcchanicI
mcctrical
R!urnbing
1WC.as Piping
r ' i cf Tukwila
LEI
FILE COP
Perms o.
-L10 . OA4—
Plan raview approval is subject to errors and orni
Approval of construction documents does not au
the violation of any adopted coda or ordinance.
of approvod ;-Mold Coy and conditions is cknow
Date: %Z
Ity. di i ttYSaiiii,a
BUILDING DIVISION
RE tEWED FOR
CODE COMPLIANCE
APPROVED
DEC 0 9 2015
P-
Citv of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
NOY 0 2 2015
PERMIT CENTER
F- Lo
wLr)
woo
ry000
V)O O
F=--Q�
N
VV)ZON
F—
O Z 1-
O W v
z
0
�ll
o
z
z
in
R
o
O
o
a
rn
z
w
o
r
o
m
W
w
J
W
z
_
U
Q
V)
V)
o
0
DRAWING NUMBER
t i }
BOTH SIDES TYP.
"SAFETY LOCK
(1000 # CAPACITY)
2 b ANCHOR BOLTS PER BASE PLATE
O —12
7/16" RIVET
a o
3 1 /4" EMB.,
(SEE NOTE NO. 4)
SEC. B—B
ASTM A576-90B
Q
HOT —WROUGHT UNS
°Q
G10100 GRADE C-1010
t=3/16"
°o
BASE
PLATE DETAIL
Cl_,,
BRACING DETAIL
2
3 PIN CONNECTION
3
GENERAL CONFIGURATION
NOTES:
1—DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS
AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF
THE IBC 2012, ASCE/SEI 7-10, ACI 318-11, RMI/ANSI MH 16.1:2008
2—STEEL FOR ALL SHAPES FY=55 KSI. ASTM A1011 GR.55 (EXCEPT AS NOTED)
3—NO FIELD WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN THE SHOP
96"
44"
OF THE APPROVED FABRICATOR #00777 (E70XX ELECTRODES)
4—ALL ANCHORS HILTI KB TZ ESR 1917
SPECIAL INSPECTION IS REQUIRED
5—CONCRETE SLAB 5" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF
6—STORAGE RACKS CAPACITY IS 2000#/LEVEL
7—RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS
o
A PERMANENT SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY
c°
OF THE RACK (2000#/LEVEL)
8—STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE
a
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.
3
10—STORAGE RACK AREA NOT ,F EE ACCESS ONLY
0
t°
CODE COMPLIANCE
APPROVED
N
DEC 0 9 2015 RECEIVE
CITY OF TUK
x
NOV 0 2 2015
N
City of Tukwila
to
BUILDING DIVISION
PERMIT CENTER
2
DNAR
A C DE S I G N A N mul ' ' PLO mamGA Im" E E R I Nft
'`
w °F W91 c
412 WEST BROADWAY9 SUITE #204p GLENDALE9 CA.
91204
SCALE: NONE
DRAWN BY: S.H.J.
1
9a
DATE: 10-22-15
PROJECT: WORKING S, ES PACIF
RFc saa v
ER PAR E 98
FRONT VIEW
SIDE VIEW
° ^ "
EXPIRES 12-26-15
RA Ins 0 E 0.
18
r,ff'M'f,a 21111211111a •in d "N 'u • fk : fi'iry _