HomeMy WebLinkAboutPermit D13-100 - CITY OF TUKWILA / FIRE STATION #51 - TENANT IMPROVEMENTCITY OF TUKWILA
FIRE STATION 51
444 ANDOVER PK E
D13-100
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
DEVELOPMENT PERMIT
Parcel No.: 0223400080
Address: 444 ANDOVER PK E TUKW
Suite No:
Project Name: CITY OF TUKWILA - FIRE STATION 51
Permit Number: D13-100
Issue Date: 03/28/2013
Permit Expires On: 09/24/2013
Owner:
Name: TUKWILA CITY OF
Address: 6200 SOUTHCENTER BLVD , TUKVVILA WA 98188
Contact Person:
Name: DON TOMASO
Address: 444 ANDOVER PK E , TUKWILA WA 98188
Contractor:
Name: CEDAR RECYCLING INC
Address: 411 W VALLEY HWY 5 , PACIFIC WA 98047
Contractor License No: CEDARRI981CM
Lender:
Name:
Address:
Phone: 206-971-8723
Phone: 253 804-0404
Expiration Date: 02/18/2014
DESCRIPTION OF WORK:
INSTALL (8) BAYS OF PALLET RACK PER PLANS
Value of Construction: $0.00
Type of Fire Protection: SPRINKLERS
Type of Construction:
Electrical Service Provided by: PUGET SOUND ENERGY
Fees Collected: $306.95
International Building Code Edition: 2009
Occupancy per IBC:
**continued on next page**
doc: IBC -7/10
D13-100 Printed: 03-28-2013
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant: N Number: 0
Flood Control Zone:
Hauling: N Start Time: End Time:
Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
Moving Oversize Load: Start Time: End Time:
Size (Inches): 0
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter: N
Permit Center Authorized Signature:
Private: Public:
Profit: N Non -Profit: N
Private: Public:
Date: J-)--.0,
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached
to this permit.
Signature: Date: 2.15
Print Name: s_�VV�� A�n
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: Installation of high-strength bolts shall be periodically inspected in accordance with AISC specifications.
5: The special inspection of bolts to be installed in concrete prior to and during placement of concrete.
6: 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.
7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections
doc: IBC -7/10
D13-100 Printed: 03-28-2013
shall be submitted to the Building Official.nal inspection report shall be prepared by t proved special
inspection agency and shall be submitted to Building Official prior to and as a conditionial inspection
approval.
8: 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.
9: 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.
doc: IBC -7/10
D13-100 Printed: 03-28-2013
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Buildmg3Permi
Project No.
4 Date Application Accepted:
Date4pplicatiionExpires:
:(Eor office.useonly):, •,
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: 'T 14L4 *k A) J4.4 L-
Tenant Name: Ci h1 aJ To it -La b t •4 Fi Q -e..- t
King Co Assessor's Tax No.: Q a a. '1140 00 SO
`, PROPER1W OWNERi
Name:
c....,; 4,41Dc 7_01k4,,► Int `'2e.....
Address: (.1t 4 AvaciArevu_ pv__ E
City: -r() L/ J 1 A State: 0 pt Zip:q 1gg
:CONTACT PERSON'- person: receiving all project
`;:communication; ' f
Name: 0,,Dij .To AA. sk.5 p
Address: 4444 vAvvtitcautd,f)1�
/�
City:. -:-u ( State: Zipg6I $Q
Phone:ZO� l 71_(37; 3 Fax: zoo 575--,4,431
Email: f30., ...,tAso ®Tuie to t./A. „tau
;,:tENERAI:;-CONTRACTOR-INFORMATION
Company Name:/ 6AL_ a.1 rNL
Address: Li I i I) est_u 1.444,1 l0
%
City: u G State: L.)4 Z4p415047
Phone: 2$3. goy._ (nog Fax: 253-gpy,..-7(*...
Contr Reg No.:C.4A OA tisi atp Date: -2//a i�
Tukwila Business Lia` se o beri 30
H:\Applications\Forms-Applications On Line \2011 Applications \Penne Application Revised - 8-9-11.docx
Revised: August 2011
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Suite Number:
Floor:
New Tenant: 0 Yes
.-ARCHITECT OF:RECORD
Company Name: :00.1 ..i—E003 .
Engineer Name: 6* ,L.& e.. 0 14063 1ct_ _) .
Company Name:
jia' .
Phone: Fax:
Email: qQfov.ht ®yn WOO. (Jam .
Architect Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
ENGINEER"OFRECORD,
Company Name: :00.1 ..i—E003 .
Engineer Name: 6* ,L.& e.. 0 14063 1ct_ _) .
Address:q i �ts1 emu ozw,441 6..)t
7.i
City: te_ Stater Zip;41 zCtt
Phone: Fax:
Email: qQfov.ht ®yn WOO. (Jam .
-LENDERBONDIBSUED•(reguired for;pfuject. $5;00;or' '`
greater pe'r RCW«1'9 27:095;):
Name:
Address:
City: State: Zip:
Io(9,cic
Page I of 4
•
BUa DING4ERIV itoiFORMAT[ON X206-431 3670
p
Valuation of Project (contractor's bid price): $ J 0�'` 0 Existing Building Valuation: $ 1 1 4 Y`n'\'\r
Describe the scope of work (please provide detailed information): •
be beet- Au.hts ToiSi'OeU. $ Bis OF p,A-c,L * I -44C4— ,pcXL-104la44-s
Will there be new rack storage? g....Yes
0.. No If yes, a separate permit and plan submittal will be required.
Provide Al1Butlding•Areas in.Squarefootage Below
1"+Floor.
:Interior.Reniddel
Addition to
Existing,
,Structure
New
Type'of
..Construction per
Type of '-'
Ocoupancy;.per',
. - • IBC ::-:::.;
':F1'oor
jSAcces'sory.Strlicture*
'he'd Garage:
; Detached Garage`
':Attached+Carport:` ;
Detached C
CoveredFDeck;:';
HJricoveted Deck'
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard:
Compact: Handicap:
Will there be a change in use? ❑ Yes 0 No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
Sprinklers ❑ Automatic Fire Alarm 0 None 0 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 Sa ety ata Sheets.
R'=
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.
ApplicationsWorms-Applications On Line 12011 Appl,cations\Pemut Application Revised - 8-9-11.docx
Revised: August 2011
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Page 2 of 4
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.
BUILDIN OWN R OR AUTHORIZED AGENT:
Signature:
Print Name:��J1�C� YDS a Day Telephone: a()CD-9.1-1 — 9;3 z3
Mailing Address: 444 Q� dam—ct' C` �o„ LJ� C6l ti(b
City State Zip
Date: 1 ZS
H:UpplicetionsWormrApplications On Line \2011 ApplicationslPermit Application Revised - 8-9-11.dou
Revised: August 2011
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Page 4 of 4
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
RECEIPT
Parcel No.: 0223400080 Permit Number: D13-100
Address: 444 ANDOVER PK E TUKW Status: PENDING
Suite No: Applied Date: 03/25/2013
Applicant: CITY OF TUKWILA - STATION 51 Issue Date:
Receipt No.: R13-01127
Payment Amount: $306.95
Initials: WER Payment Date: 03/25/2013 02:09 PM
User ID: 1655 Balance: $0.00
Payee: DON TOMASO
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA
Authorization No. 051203
ACCOUNT ITEM LIST:
Description
306.95
Account Code Current Pmts
BUILDING - NONRES
PLAN CHECK - NONRES
STATE BUILDING SURCHARGE
000.322.100
000.345.830
640.237.114
Total: $306.95
183.30
119.15
4.50
Ail .1L .1/147
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. • PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451 11.
Project)
1' r e.. S`t : f .S I
Type of -Inspection; -
‘--: /V� �_. , NO .
z
^6
Address: a4 A N n 0 J r r G
Date Called:
Special Instructions:
-
Date Wanted
a.m:,
P.m.
Requester:
Phone No:
1 P I Approved per applicable codes. El Correctionsrequired prior to approval.,
COMMENTS:
D V - W' 4 L Are f'RR bv -$_
t rl
Inspeitor:
Date:
U t/
n REINSPECTION FEE REQUIRED. Prior to next inspection: fee.must;be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedulereinspection..
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING D
6300 Southcenter Blvd., #100, Tukwila. WA 98188
Permit Inspection Request Line (206) 431-2451
PERMIT N0.
IVISION
(206). 431-367
Project: -\Type
VI 'e `--115A Sf
f -Inspection:
i
!
( to
AJ AA
Address:
Date Called:
Special Instructions:
Date Wanted:.
a.m.
Requester:
'""
`-�""
Phone No:
0 Approved per applicable codes.
ElCorrections required priorto approval. 5)
COMMENTS:
`-rte 14 DAi f
in ,JA
l
D2< : -TTA cheij- ACo-eACd
.1
Inspector:
Date;
F-7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100: Call to schedule reinspection.
Fireproofing
Aggregates
Shotcrete.
Concrete
Masonry
A s p.h a l t
Roofing
Piling
Steel
Soils
Wood
April 3, 2013
File: 13-240
Building Official
City of Tukwila Building Department
6300 Southcenter Blvd.
Tukwila, WA 98188
Project:
Address:
Permit No.:
Tukwila Fire Department
444 Andover Park E.
D13-100
A.A.R. TESTING
LABORATORY, INC.
CONSTRUCTION INSPECTION AND IAATERiAL TESTING .
NATIONALLY 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. RECEIVED
CITY OF TUKWILA
1. Proprietary anchor installation APR 0 3 2013
PERMIT CENTER
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.
A
Kimberle Anderson
President
CC: Rusty Rack Guys -Matt Prevost,
Tel: (425) 881-5812 Fax (425) 881-5441 07126 180th Ave: NE o P.O. Box 2523 a Redmond, WA 98073
Field Report
Report #: 57432
Client:
Rusty Rack Guys
411 W. Valley Hwy. S.
Pacific, WA 98047-1302
Contact: Matt Prevost
Project Number: 13-240
Permit #: 013-100
Project Name: Tukwila Fire Department
Address: 444 Andover Park E.
Inspection Performed: Proprietary Anchors
Date: 4/1/2013
Time:
Temperature:
Verified anchors to be Simpson Strong Bolt 1/2" x 4 3/4" at un -shimmed plates and Power Stud +
SD1 1/2" x 7" at shimmed plates. Verified minimum embedment of 3 1/4" at all locations. Torque
was tested with calibrated wrench #132C and was found meeting the 60 ft./Ib. (Simpson) and 40
ft./Ib. (Powers) requirements.
All work was completed in conformance with approved plans, manufacturer's recommendations
and ESR #'s 3037 and 2818. All areas noted on sheet 1 of plans was inspected at this time.
RECEIVED
CITY OF TUKWILA
APR 0 3 2013
PERMIT CENTER
Distribution:
Distribute Client ❑ Distribute Contractor
❑ Distribute Engineer ❑ Distribute Owner
Ny Distribute Municipality ❑ Distribute Other
❑ Distribute Architect ❑ Distribute Other
Inspector: Chandler, Loren
Reviewed by: Mike Blackwell
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
OHANIAN
DATE 3-17-13
SUBJECT
RAdK DENIdN & EN(lINEERINd dO.
412 WEST BROADWAY, SUITE #204
dLENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO 1
JOB NO.. RD -16611
STRUCTURAL CALCULATIONS OF STORAGE
RACKS FOR:
TUKWILA FIRE DEPARTMENT
444 ANDOVER PARK EAST
TUKWILA, WA. 98188
PER IBC 2009 EDITION
SECTION 2208
STORAGE RACKS CAPACITY:
1500 # / LEVEL
CALCS. 1 THRU 5
EXPIRES 12-26-13
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAR 2 7 2013
City of Tukwila
BUILDING DIVISION
13-
0
FILE Copy
RECEIVED
CITY OF TUKWILA
MAR 2 5 2093
PERMIT CENTER
'BY ' G. OHANIAN
DATE .3-17-13
SUBJECT
RACK DEOIdN Sc EN(4INEERIN( CO.
412 WEST BROADWAY, SUITE #204
dLENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO 2
JOB NO.. RD -16611
0
0
0
ri
120" & 144" LONG BEAMS LOAD PER BEAM + 25% IMPACT LOAD
(1.5Kx.88)+(0.8Kx.25) = 1.5= 0.8K
2 BEAMS
Ix =2.66
Sx =1.27
Fy = 55 KSI.
M= 82 =14-K
SR=.41<1.27
A= 384.IrL =.37"< 180 =.80"
x E
84". 96" & 105" LONG BEAMS LOAD PER BEAM + 25% IMPACT LOAD
(1.5Kx.88)+(0.8Kx.25) = 1.5= 0.8K
2 BEAMS
SEISMIC DESIGN
v= S DS XI
Rx 1.4
Ix =1.95
Sx =1.04
Fy = 55 KSI.
M= 82 =11 "K
SR= .32<1.27
W
L E = .37"< 180
L= •58"
384.
Ix
xW IBC 2009 (SEC. 2208), RMI SPECS.
ASCE 7-05 (SEC. 15.5.3)
S DS =0.94 (USGS WEB SITE, "SITE CLASS D")
1=1 NO PUBLIC ACCESS
R=6 MOM. CONN.
R=4 BRACED
W=D.L.+ 3 PALLET LOAD
LOAD PER COL. = 2x1.5K -1.5 K
2 coL.
P=.2 DL+ (1.5Kx0.75)=1.3K
W=.2DL+ (1 .51(X0.67)= 1.2 K
_13 K
LONGIT.
V = .20 K
TRANS.
onterminous 48 States
2009 International Building Code
Latitude = 47.451785
Longitude = -122.25005299999998
Spectral Response Accelerations SMs and SM1
SMs = Fax Ss and SM1 = Fv x S1
Site Class D - Fa = 1.0 ,Fv = 1.518
Period So
(sec) (g)
0.2 1.410 (SMs, Site Class D)
1.0 0.732 (SM1, Site Class D)
Conterminous 48 States
2009 International Building Code
Latitude = 47.451785
Longitude = -122.25005299999998
Design Spectral Response Accelerations SDs
and 5D1
SDs = 2/3 x SMs and SDI = 2/3 x SM1
Site Class D - Fa = 1.0 ,Fv = 1.518
Period So
(sec) (g)
0.2 0.940 (SDs, Site Class 0)
1.0 0.488 (SDI, Site Class D)
LONGIT. SEISMIC
.13 K
0
1.2 K
3.2-K
1.2-K
~BY G. OHANIAN
DATE 3-17-13
SUBJECT
RACK DE$I(N & ENGtINEERIN( CO.
412 WET BROADWAY, PUITE #204
LENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO. 3
JOB NO. RD -16611
COLUMN ANALYSIS
COLUMN AT TYPES "A", "E" & "F"
COMBINED STRESS RATIO
Pex (2 = 22.0
ax=1.89
Pex
Fy=55 KSI
Ae=.43
I x=.54
Se=.4
rx=1.1
ry=0.6
Oc=1.8
Ob=1.67
Cmx=.85
BASE PLATE
ANCH. TENSION = 0
ANCHOR SHEAR = .13 K
KL _50x1.7 _76
rx 1.1
KryL = 52 =83
- 0.6 -
Mn=Se .Fy=20
f2c.P+Ob.Cmx.M = 43<1
Pn Mn.ax
(1)-1/2"0 ANCHOR PER BASE PL., 3 1/4" EMB.
SIMPSON STRONG BOLT 2 ESR -3037
SPECIAL INSPECTION IS REQUIRED
COLUMN AT TYPES "B". "C" & "D"
x -
3" 1 =4-
>) M
u
--x
t=.070" n
COMBINED STRESS RATIO
Pex T2E.I2 = 38.0
ax=1 Pex = .94
F=55 Ksl
Ae=.62
I x=.95
Se=.6
rx=1.2
rr=1 .1
Qc=1.8
Ob=1.67
Cmx=.85
BASE PLATE
ANCH. TENSION = 0
ANCHOR SHEAR = .07 K
KL=50x1.7 _71
rx 1.2
KL= 52
ry •
47
Mn=Se .Fy= 35
2'
Fe=(KL)2=42
r
Fn=Fy(.658 Ac2 )=32 KSI
Pn=Fn.Ae = 14K
1.3K
Xc=\/Fy/Fe = 1.14
Xc<1.5
3"x3 1/2"x1/8"
BASE PLATE
f2c.P + Qb.Cmx.M = .25<1
Pn Mn.ax
(2)-1/2"0 ANCHORS PER BASE PL., 3 1/4" EMB.
SIMPSON STRONG BOLT 2 ESR -3037
SPECIAL INSPECTION IS REQUIRED
2
Fe= (KLj2=58
rx
2
F n=F y(.658 c )=37 KSI
Pn= Fn .Ae = 23 K
1.3K
10 01
Xc = 'Fy/Fe = 0.97
Ac<1.5
8"x5"x3/8"
BASE PLATE
.BY G. OHANIAN
DATE .3-17-13
SUBJECT
RAdK DEOI(N & EN(INEERIN(t do.
412 WET BROADWAY, QUITE #204
LENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO. 4
JOB NO. RD -16611
MOMENT AT BEAM CONNECTION
.5x.07x1 x65=2.3 K BEARING CAPACITY
OF COL. HOLE 1.2 '
7/16"ID RIVET
A=.1 Fy=79 KSI
Pa = .1x79x.4 = 3 K
Ma = (2.3 Kx4")+(1.1 Kx2") = 11.4 "K 3 PIN CONN.
CONN.
MEND -.01XWI2= 1.1"K
M = 2.2 "K M - 3.3"K
SEISMIC TOTAL
OVERTURNING
TYPE "A"
MOT=.20 KxZ x116"x0.66 =30"K
COL
MR = 1.3 Kx34"= 44"K
NO UPLIFT
TYPES B, C, D, E & F
MOT=.20 'c2 x116"x0.66 =30"K
COL.
MR = 1.3 Kx36"= 48"K
NO UPLIFT
.20K
1.3K 1 3K
II x;11 f
v `.I
.20K
co
N
T
.20K
34"
1.3K 1.3K
I: 711
I x I
.20K
a
2.2'K
2.2 .K
3.2 'K
TOP LEVEL LOADING
W= 0.20L+0.8u 1.0K LOAD PER COL.
V= .16K
=.16Kx2 x92=29"K
MOT
COL.
MR = 1.0 Kx34" = 34 "K
NO UPLIFT
TOP LEVEL LOADING
a4 W= 0.2DL+°.811 1.0 K LOAD PER COL.
0)
36"
V= .16 K
MOT= x92=29"K
MOT
COL.
MR = 1.OKx36"=36 "K
NO UPLIFT
�gy "G. OHANIAN
DATE . 3-17-13
SUBJECT
RAdK DENI(N & ENGtINEERIN( do.
412 WET BROADWAY, QUITE #204
LENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET N0. 5
JOB NO.. RD -16611
LOAD TO DIAGONAL
P = .20 Kx coOX 36 = .62 K
FY =55 KSI
Ae=.26
rx =.48
Q=.74
L= 56"
P°= 2.7K
CHECK WELDS
Pn= (1_ .01L)L.t.F„ = 4.54K
Q = 2.55 11
= 1.7K x2 = 3.4K
SIDES
CHECK SLAB
1300 —1.3 °'
1000
1.3x144=187
V' 187=14"
M= (12 )2x1000x 2 x12=375 "#
s= 12x52 = 50
6
375 = 7.5<1.6 -V2500 =80
50
BOTH SIDES TYP.
1
t=.07"
1300 #
5" CONCRETE SLAB
2500 PSI. CONC.
1000 PSF. SOIL
PEWIT CO D COPY*
PLAN REVIEW/ROUTING SLIP
ACTIVITY NUMBER: D13-100 DATE: 03-25-13
PROJECT NAME: CITY OF TUKWILA -' FIRE STATION 51
SITE ADDRESS 444 ANDOVER PK E
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Issued
DEPARTMENTS:
Ic
3— '1
Building Division
Public Works
i
Fire Prevention 111
Structural
Planning Division
❑ Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Incomplete
DUE DATE: 03-26-13
Not Applicable
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials:
TUES/THURS ROUTING:
Please Route Structural Review Required
REVIEWER'S INITIALS:
❑ No further Review Required
DATE:
APPROVALS OR CORRECTIONS:
Approved n Approved with Conditions
DUE DATE: 04-23-13
Not Approved (attach comments) n
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections:
Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials:
Documents/routing slip.doc
2-28-02
Contractors or Tradespeople Prrer Friendly Page
General/Specialty Contractor
A business registered as a construction contractor with LftI 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 CEDAR RECYCLING INC UBI No. 602084893
Phone 2538040404 Status Active
Address 411 W Valley Hwy S License No. CEDARRI981CM
Suite/Apt. License Type Construction Contractor
City Pacific Effective Date 2/14/2002
State WA Expiration Date 2/18/2014
Zip 98047 Suspend Date
County King Specialty 1 General
Business Type Corporation Specialty 2 Unused
Parent Company
her Associated Licenses
License
Name
Type
Specialty
1
Specialty
2
Effective
Date
Expiration
Date
Status
VALLERI894L7
VALLEY
RECYCLING INC
Construction
Contractor
General
Unused
7/15/2011
7/15/2013
Active
Business Owner Information
Name
Role
Effective Date
Expiration Date
ECK, JERALD D
President
02/14/2002
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
RLI INSURANCE
COMPANY
SRS1002727
02/13/2002
Until Cancelled
$12,000.00
02/14/2002
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
9
Associated
Industries Ins
Co I
AES1025362
12/31/2012
12/31/2013
$1,000,000.0012/28/2012
8
Associated
Industries Ins
Co I
TBD
12/31/2012
12/31/2013
$1,000,000.0012/28/2012
7
dames River Ins
o
000513410
12/31/2011
12/31/2012
$1,000,000.0001
/04/2012
6
UNITED
NATIONAL INS
CO
cb10720839
12/31/2010
12/31/2011
$1,000,000.0001/04/2011
5
CAPITOL
SPECIALTY INS
CORP
BR00357658
12/31/2007
12/31/2010
$1,000,000.0012/30/2009
4
FIRST
SPECIALTY INS
CORP
FCP229005444301
12/31/2006
12/31/2007
$1,000,000.0010/23/2007
2
FIRST
SPECIALTY INS
CORP
FCP229005444300
10/29/2005
10/29/2008
$1,000,000.00
10/17/2007
Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period
httns://fortress.wa. aov/lni/bbip/Print.aspx
03/28/2013
33'-4"
36" X 105"
36" X 96"
D36"x96"
•
34" X 105"
34" X 105"
4" X 105"
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
NOTE: Revisions will require a new plan submittal
and may include additional plan review fees.
1O'-6"
E 36" X 120"
11'-3"
PARTS
CAGE
HOSE
MACHINE
N
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAR 2 7 2013
• DI, 6^ ---
City of
BUILDING
5-4
ila
VISION
SEPARATE PERMIT
REQUIRED FOR
133 Mechanical
I. Electrical
Plumbing
Gas Piping
City of Tukwila
BUILDING DIVISION
FILE COpy
Pormtt No. -- GV
Plan review approval Is subject to errors and
Approval of «i on documents does not a�.
c t oiation of any adopted code authorize
of approved F%kd Copy a���. Receipt
��yy acknowledged:
City Of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
MAR 2 5 2013
PERMIT CENTER
EXPIRES 12-26-13
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DRAWINGS PREPARED FOR
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DRAWN BY:
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SCALE:
NTS
DATE:
1-29-2013
DRAWING NO:
CHECKED BY:
SHEET NO.
1
OF. 14. I} ETS
1/8"
BOTH SIDES TYP.
BRACING CONNECTION DETAIL
- -j he --1/2"
FLOOR ANCHOR DETAIL
SEE NOTES FOR SPECS
—el 2'-10" [---
SINGLE
TYPE A
1 1/2" I • -1
.075 THK --El 1 1/4"
SECT. A -A
1/8"
SECT. B -B
TYP.
D D ���0
D co O
.375R
2" TYP.
AS NOTED
r--1/4" REF.
o 0 ElI
3"
1
.531 SQUARE
LM20
14GA THK.
7/8 f
1 3n
14GA ASTM A570 GR50
RACK TYPE B -C -D
14GA THK.
5/8" DIA.
2 HOLES
3/8" THK.
3/4"
1/8"
1-6"
8" T
BASE PLATE DETAIL
(2)-1/2"0 ANCHOR BOLTS PER BASE PLATE
3-1/4" EMB., (SEE NOTE NO. 4)
TYP.
RACK TYPE B -C -D
RACK TYPE "A"
3 1/2" BEAM FACE
3/4" TYP.
R1/8"
SINGLE TYPE
B- C -D -E -F
BRACKET ASSY.
AS NOTED
2" TYP,
AS NOTED
5/8" DIA.
2 HOLES
1 3/4"
3
3/4"
7/8"I
1"--
LM 15
14GA ASTM A570 GR50
RACK TYPE A -E -F
V16" Pr 1/2"
3/16'
3/8" THK.
3/16"
--3 1/2"
1 1/2".
2 3/4"
BASE PLATE DETAIL
RACK TYPE A -E -F
r RACK TYPE "B"
3 1/2" BEAM FACE
BEAM SECTION .075 THK.
ASTM A570 GR50
BRACKET ASSY.
AS NOTED
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I.
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RACK TYPE "A"
3 1/2" BEAM FACE
3/4" TYP.
R1/8"
SINGLE TYPE
B- C -D -E -F
BRACKET ASSY.
AS NOTED
2" TYP,
AS NOTED
5/8" DIA.
2 HOLES
1 3/4"
3
3/4"
7/8"I
1"--
LM 15
14GA ASTM A570 GR50
RACK TYPE A -E -F
V16" Pr 1/2"
3/16'
3/8" THK.
3/16"
--3 1/2"
1 1/2".
2 3/4"
BASE PLATE DETAIL
RACK TYPE A -E -F
r RACK TYPE "B"
3 1/2" BEAM FACE
BEAM SECTION .075 THK.
ASTM A570 GR50
BRACKET ASSY.
AS NOTED
00
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•—�
1 U'
I.
1
■
-
RACK TYPE "E"
4" BEAM FACE
LBC40
RACK TYPE E -F
BEAM SECTION .078 THK.
ASTM A570 GR50
LBC35
RACK TYPE A -B -C -D
_..
00
o-9 11"I
A r
I.
1
RACK TYPE "C"
3 1/2" BEAM FACE
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAR 2 7 2013
City of Tukwila
BUILDING DIVISION
STRUCTURAL NOTES:
1. DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS AND
CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE
INTERNATIONAL BUILDING CODE 2009 EDITION, SECTION 2208.
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
OF THE APPROVED FABRICATOR #777 (E70XX ELECTRODES).
4. ALL ANCHORS TO BE SIMPSON STRONG TIE WEDGE TYPE: WEDGE -ALL MDL#
WA50414 (ESR1396) OR STRONG -BOLT 2 ESR 3037, SPECIAL INSPECTION IS
REQUIRED.
5. CONCRETE SLAB 5" THICK 2,500 PSI. SOIL BEARING CAPACITY 1,000 PSF.
6. STORAGE RACK CAPACITY 1,500 #/ LEVEL.
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 (1,500 #/ LEVEL).
8. STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM
TYP. THE VERTICAL OF / IN 10'-0" OF HEIGHT.
9. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES
BETWEEN THE TOP OF STORAGE AND THE CEILING SPRINKLER DEFLECTOR.
FIRE PROTECTION NOTES:
1. SPRINKLER DESIGN DENSITY: PIPE SCHEDULE ORDINARY HAZARD
2. SPRINKLER HEAD TEMPERATURE: N/A .
3. PRODUCT CLASSIFICATION:CLASS II AND CLASS III
ON PALLETS, NON ENCASPULATED.
4. TOP OF STORED PRODUCT NOT TO EXCEED 12'-0".
5. APPROXIMATE CEILING HEIGHT 16'- 0".
EXITING NOTES:
1. EXTERIOR DOORS ARE 3' SWING TYPE WITH LOCKING KNOB WHICH REQUIRES
NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN.
01.
12'
RACK TYPE "D"
3 1/2" BEAM FACE
RACK TYPE "F"
4" BEAM FACE
RECEIVED
CITY OF TUKWILA
MAR 2 5 2013
PERMIT CENTER
EXPIRES 12-26-13
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DRAWN BY:
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SCALE:
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DATE:
1-14-2013
DRAWING NO:
CHECKED BY:
SHEET NO.
2
OF 2SHE,ETS