HomeMy WebLinkAboutPermit D09-177 - REISCHLING PRESS - STORAGE RACKSREISCHLING PRESS INC
3325 S 116 ST
D09 -177
Parcel No.: 0923049068
Address: 3325 S 116 ST TUKW
Suite No:
Cityrf Tukwila
Tenant:
Name: REISCHLING PRESS INC
Address: 3325 S 116 ST, STE 161 , TUKWILA WA
Owner:
Name: TTA/E PROPERTY TAX DEPT 207
Address: PO BOX 4900 , SCOTTSDALE AZ 85261
Phone:
Contact Person:
Name: MIKE SORENSON
Address: 1100 SW 7 ST , RENTON WA 98057
Phone: 206 818 -4488
Contractor:
Name: NORTH WEST HANDLING SYSTEMS INC
Address: 1100 S.W. 7TH STEET , RENTON, WA 98055
Phone: 206 255 -0500
Contractor License No: NORTHWH275JF
DESCRIPTION OF WORK:
INSTALLATION OF (1) BAY OF RACKING.
doc: IBC -10/06
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
DEVELOPMENT PERMIT
Value of Construction: $0.00 Fees Collected: $103.50
Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006
Type of Construction: Occupancy per IBC:
* *continued on next page **
Permit Number: D09 -177
Issue Date: 09/09/2009
Permit Expires On: 03/08/2010
Expiration Date: 10/09/2009
D09 -177 Printed: 09 -09 -2009
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant:
Flood Control Zone:
Hauling:
Land Altering:
Landscape Irrigation:
Moving Oversize Load:
City oikTukwila •
Department of Community Development
6300 Sauthcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206- 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
N
N
Number: 0 Size (Inches): 0
Start Time:
Volumes: Cut 0 c.y.
Start Time:
Permit Number: D09 -177
Issue Date: 09/09/2009
Permit Expires On: 03/08/2010
End Time:
Fill 0 c.y.
End Time:
Sanitary Side Sewer:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use: Profit: N Non - Profit: N
Water Main Extension: Private: Public:
Water Meter: N
Permit Center Authorized Signature:
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 perform • _ • wo I am authorized to sign and obtain this development permit.
Signature:
Print Name:
doc: IBC -10/06
LaILL
Date:
9-1-
Date:
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.
D09 -177 Printed: 09 -09 -2009
Parcel No.: 0923049068
Address:
Suite No:
Tenant:
doc: Cond -10/06
3325 S 116 ST TUKW
•
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.il'a.us
REISCHLING PRESS INC
1: ** *BUILDING DEPARTMENT CONDITIONS * **
PERMIT CONDITIONS
* *continued on next page **
Permit Number:
Status:
Applied Date:
Issue Date:
7: Manufacturers installation instructions shall be available on the job site at the time of inspection.
D09 -177
ISSUED
08/24/2009
09/09/2009
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: 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 approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
8: 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.
D09 -177 Printed: 09 -09 -2009
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
•
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and
this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work
construction or the performance of work.
Signature:
Print Name:
doc: Cond -10/06 D09 -177
ordinances governing
or local laws regulating
Printed: 09 -09 -2009
Company Name:
Mailing Address:
Contact Person:
Company Name:
Mailing Address:
Contact Person:
A
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
littp://www.ci.tukwila.wa.us
Site Address: 33 ?c(-41 0 SS. 4 1 6
E -Mail Address: P S O r e- h son a. w '■ .'h
Company Name: Nvt' . y sT x . i.C-
Mailing Address: 1100 5 , � W ; 7 /
Contact Person: / ' - "re- rtscel
E -Mail Address: VII St✓'rQN Se'," ( 1,&‘, h s . M
Contractor Registration Number: ,L/c r t' k ?7 5 T F
E- Mail die
64r, 6444
E -Mail Address:
FL \ApplicationsWorms-Applications On Line\2009 Applications \I -2009 - Permit Application.doc
Revised: 1 -2009
bh
Building Permit No. ' 11
Mechanical Permit No.
Plumbing/Gas Permit No.
Public Works Permit No.
Project No.
(For office use only)
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
SITE LOCATION
King Co Assessor's Tax No.: 01 04 — 1.41 V
Suite Number: / 6 ( Floor: /
New Tenant: ❑ Yes ® .. No
Tenant Name: )l2∎ $ cL Pru
Property Owners Name: gge£
Mailing Address: (?7,42 -2Od 7,1'6-.7 , t✓v't ' g �60
City State
CONTACT PERSON -
ho do we contact when your permit'is ready
o be issued
Name: /1/111 r 'L% a., Day Telephone: t906 " yeg
Mailing Address: 1 1 S- W, 7 15 S T (� o p r.r (a'A- q <Po .5" 7
City State Zip
Fax Number: t1 ?- - a as-- 6 q ` 6
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
City State Zip
Day Telephone: c 878 Li t{ e
Fax Number: 14 i t 6 Y
Expiration Date: (0 (9 40°1
ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record
City
Day Telephone:
Fax Number:
ENGINEER OF RECORD
ust be wet stamped by Engineer of Record
All plans
"Rack_ T»S / 1 "-e/ l/^- y //'1- 42"l� / CC"
4 ( a \ � '3 ra 4 d ci.eki .4 4- a' (Po L
City State Zip
Day Telephone:
State
Zip
Zip
Fax Number: Ft r ?-YO 3 e /-3
Page 1 of 6
BUILDING PERMIT INFORMATION - 206- 431 -3670
Valuation of Project (contractor's bid price): $ ge2C9 Existing Bu_ ilding Valuation: $
Scope of Work (please provide detailed information): IA /q ((4 ch a f c( ) 44. c, r , ) ra ckt �y
Plecaz Siva _rex, /~.1,'Y aPU I 4 7 ,1
Will there be new rack storage? FrYes
D.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
1 Floor
r Floor
3 Floor
Floors
thru
Basementr<
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
3(,000,
Interior Remodel
Addition to
Existing
Structure
Type of
Construction per
IBC
Type of
Occupancy per
IBC
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 LK No If "yes ", explain:
FIRE PRO ECTION /HAZARDOUS MATERIALS:
Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes O"
If "yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11 " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H.\Applications\Forms- Applications On Line\2009 Applications \I -2009 - Permit Application.doc
Revised: 1 -2009
bh
Page 2 of 6
PERMIT APPLICATION NOTES - Applicable to all permits in this application
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
Building and Mechanical Permit
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AUTHOR GENT:
Signature:
Print Name:
Mailing Address: j(
1 "- r e vtis" -�
s ,,tJ , 72:=2 S T
Date:
Day Telephone: c6 - gie" 1 ( i r
G ∎.9- 9e03
City State Zip
Date Application Expires:
I Date Application Accepted:
H.\ApplicationsWorms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc
Revised: 1 -2009
bh
Staff Initials:
Page 6 of 6
1
Parcel No.: 0923049068
Address: 3325 S 116 ST TUKW
Suite No:
Applicant: REISCHLING PRESS INC
Receipt No.: R09 - 01414
Payee: MIKE SORENSON
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
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA -
Authorization No. 03536D
ACCOUNT ITEM LIST:
Description
BUILDING - NONRES
STATE BUILDING SURCHARGE
RECEIPT
64.50
Account Code Current Pmts
000/322.100 60.00
640.237.114 4.50
Total: $64.50
Permit Number: D09 -177
Status: APPROVED
Applied Date: 08/24/2009
Issue Date:
Payment Amount: $64.50
Initials: WER Payment Date: 09/09/2009 03:37 PM
User ID: 1655 Balance: $0.00
PAY :'ENT
RECEIVED
doc: Receiot -06 Printed: 09 -09 -2009
•
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
RECEIPT
Parcel No.: 0923049068 Permit Number: D09 -177
Address: 3325 S 116 ST TUICW Status: PENDING
Suite No: Applied Date: 08/24/2009
Applicant: REISCHLING PRESS INC Issue Date:
Receipt No.: R09 -01326
Initials: JEM Payment Date: 08/24/2009 12:15 PM
User ID: 1165 Balance: $64.50
Payee: MICHAEL J SORENSON
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA -
Authorization No. 01525D
ACCOUNT ITEM LIST:
Description
PLAN CHECK - NONRES
39.00
Account Code Current Pmts
000/345.830 39.00
Total: $39.00
Payment Amount: $39.00
PAYMENT
RECEIVED
doc: Receiot -06 Printed: 08 -24 -2009
Project:
R,&. I \ L 1 o.J(� PQ SS
Type of Inspection:
P N) Ai
Address:
33 LS S i 1 to e-J
Date Called:
Special Instructions:
Date Wanted:
(a.rn •
Requester:
Phone No:
.2o( S
y y .9(43
(
�.. SPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION g-
6300 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
A pproved per applicable codes. 0 Corrections required prior to approval.
cOMMENTS:
Lib ( (5- /e.— 0 9 aA
rM;t Eli t4A /'r�►tid
$6 0 0 REINS I EC ION FEE ' EQUIRED. P. for to inspection, fee mu
at 6300 Southcenter Bl d., Suite 10 a Call to schedule reinspection.
Rece i No.:
!Date:
COMMENTS:
Type of In pectin
J [ A
3/ f; &-‘"`-k \
-U` E
5peG e�
_
e.A.c_i_
Y
_
s._.,. p ! (), -.
Phone 6 a= L' 4d4 J
Ccik ?.° 6
1k-3 • S
/NA - P ../p
J
/
'3 ,_ e\ - k 1 , „ 11
& L
‘. ,. 51► P ���
20 C C5C k , e e Tt k , -Ask_ I), t f A-1\ 4
- - - ( 1,...m '1/4". c .,s
I
Pro:
Type of In pectin
J [ A
Address: ri
3 3 I I� .f
Date Called:
Special Instructions:
Date Wanted: r
�--.
,Dle
p.m.
Requester:
Phone 6 a= L' 4d4 J
(
Oog
INSPECTION RECORD
Retain a copy with permit
INSPECTI i N NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISIO }
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3
❑ Approved per applicable codes.
C orrections required prior to approval.
$60.00 REINSPECTION FE, REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
!Date:
P e_. c S c V I'I n e
, 7
f(1� �" ss
Al
T of Ill pection: A b
I
t ( L
,
Address: !A
Date Called:
Special Instructions:
Date Wanted:
r r (
U 1 ,
a.m.,
p.m.
Requester:
Phone No:
o - CP7
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION JL
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36
Approved per applicable codes. Corrections required prior to approval. 3
COMMENTS:
l ', it/(70 /45/ —
Inspector:
Date:
ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
'Date:
Project 11/0
� �
Typ�spection:
Address: 3
Suite #: /A
.S' / /d
Contact Person:
Special Instructions:
Phone No.:
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA FIRE DEPARTMENT
77
PERMIT NUMBERS
444 Andover Park East - Tukwila, Wa. 98188 206 =575 -4407
Approved per applicable codes.
n Corrections required prior to approval.
COMMENTS:
Inspector:
Date:9 /, ► / 7
Hrs.: • (
$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Word /Inspection Record Form.Doc 1/13/06
T.F.D. Form F.P. 113
Fireproofing
Aggregates
Shotcrete
Concrete
Masonry
A s p h a l t
R o o f i n g
P i l i n g
S t e e I
S o i l s
W o o d
September 16, 2009
File: 09 -190
Building Official
City of Tukwila Building Department
6300 Southcenter Blvd.
Tukwila, WA 98188
Project:
Address:
Perrnit No.:
325 S. 1
D09 -17'7
R
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
report is attached.
1. Proprietary anchor installation
Sincerely,
A.A.R. TESTING LABORATORY, INC.
Kimberle Anderson
President
Press, Inc.
"' St. Suite 161
RECEIVED
') `' i 2009
oevE:Loiaw
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.
CC: Northwest Handling Systems, Inc. -Thom Drew
A.A.R. TESTING
LABORATORY, INC.
CONSTRUCTION INSPECTION AND MATERIAL TESTING
NATIONALLY ACCEPTED LABORATORY
Tel: (425) 881 -5812 Fax (425) 881 -5441 • 7126 180th Ave. NE • P.O. Box 2523 • Redmond, WA 98073
Field Report Report #: 50624
A.A.R. .Testing Laboratory, Inc. 7126 180th.Ave.N.E., Park 180, Suite 0101; Redm , WA
Phone 425.881.5812 Fax 425.881.5441
Client: North West Handling Systems, Inc.
1100 SW 7th St.
Renton, WA 98055
Contact: Thom Drew
Inspection Performed: Proprietary Anchors
Date: 7/16/2009
Distribution:
. Distribute Client
Distribute Engineer
Distribute Municipality r_
Distribute Architect
Project Number:
Permit #:
Project Name:
Address:
Time: 9:00:00 AM
09 -190
D09 -177
Reischling Press, Inc.
3325 S. 116th St. Suite 161
Temperature: 70
98052 ,
Observed installation of new single bay of pallet racking at south end of building next to employee
break room. Rack is HP chiller rack. Hilti KB -TZ 1/2" by 4 1/2" expansion anchors were used
according to manufacturer's recommendations. Calibrated torque wrench was used to verify 40
ft/Ibs of torque at all 4 bolts per ESR #1917.
Distribute Contractor
Distribute Owner
Distribute Other
Distribute Other
Inspector: Bosma, Rory
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
RECEIVrn
`CEP 21 7r a
B. OMMUNI'�
EIAPMgf.
Materia Handling Experts
SITE ADDRESS: 3325 116 St. #161
TENANT NAME: Reischling Press, Inc.
DATE: August 24, 2009
APPLICANT: Mike Sorenson / (206) 818 -4488
1. Load application and rack configuration drawings attached.
12,000 square feet).
8. Building egress and exits indicated on attached drawings.
•
1100 SW 7th St
Renton, WA 98055
(425) 255 -0500 ph
(425) 228 -6946 fax
ATTENTION FIRE AND BUILDING DEPARTMENTS
RACK INFORMATION SUPPLEMENT
REVIEWED FOR
CODE COMPLIANCE
APPROVED
SEP 0 2 2009
City of Tukwila
6 UIL,DING DIVISIf11U
2. Attached plans detail the rack locations, dimensions, and specifications. Attached plans
detail the building /ceiling configuration.
3. Stamped engineering calculations attached.
4. Vertical members of storage racks are designed and installed so that failure of one vertical
member will not cause collapse of more than the bay or bays directly supported by that
member.
5. Commodities stored: Racks to support Mechanical Blower and sheet metal hood assembly
which provides circulated air to cool industrial printers. Blower assembly weighs
approximately 600 lbs.
6. Sprinkler System Information: .15 gallons per minute /(over)entire room. 113.3 gallons per
minute at 47.8 psi with hose allowance of 250 gallons per minute.
7. Smoke and heat vents: In place, but not required for square footage of racking (under
V
m
c LA
AUG 2 4 2009
PERMIT CENTER
1201 111-
BY w G. OHANIAN
DATE . 7 - 13 - 09
SUBJECT
STRUCTURAL CALCULATIONS OF STORAGE
RACKS FOR:
REISCHLING PRESS INC.
3325 SOUTH 116th STREET, SUITE 161
TUKWILA, WA. 98168
PER IBC 2006 EDITION
STORAGE RACKS CAPACITY:
2000 # / LEVEL
CALCS. 1 THRU 4
DRAWINGS: RD -14287
RAdK DEOI(N Sc ENOINEERINGI do.
412 WEISIT BROADWAY, QUITE #204
QLENTDALE, dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
SHEET NO. 1
JOB NO.. RD -14287
REVIEWED FOR
CODE
COMPLIANCE
APPROVED
SEP 0 2 2009
Cily of Tukwila
BUILDING DIVIRinni
cARNAuA
AUG 2 4 2009
PERMIT CENTER
1-41-
. BY...;.. G. OHANIAN
DATE. 7 -13 -09
SUBJECT
O
T
120"
1
1
+
1'
FRONT VIEW
BEAM
M 120 "x1.2K = t8-K
8
S R — 33 18-K= •54 <1.09
3
384x1 xE 27 "< 180 = •67"
SEISMIC DESIGN
_ S DSXI
V— Rx1•4
STRESS
S =1 (USGS WEB SITE, "SITE CLASS D ")
1 =1 NO PUBLIC ACCESS
R =6 MOM. CONN.
R =4 BRACED
W =D.L.+ 3 L.L.
LOAD PER COLUMN
L.L.= 2 x 2x2 = 1.3 K
3 2 cm.
W .2.L / ' 5 K
V = 1x1x1.5 = 8 K
LONGIT.
6x1.4 1
V = 1x1x1.5 =26K
TRANS. 4x1.4
RAdK DENI(N Sc EMINEERINC4 d0.
412 WE BROADWAY, OWE #204
(ILENDALE, DA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
IBC 2006, PER RMI SPECS.
ASCE 7 -05 (SEC. 15.5.3)
N
u1
In
I x =2.86
S =1.09
44"
SIDE VIEW
2000 #/ LEVEL +25% IMPACT
LOAD 1200 #/ BEAM
F Y= 55 KS!.
LONGIT. SEISMIC
.18 K
Conterminous 48 States
2005 ASCE 7 Standard
Latitude = 47.4994
Longitude = — 122.2911
Spectral Response Accelerations SMs and SM1
SMs = Fa x Ss and SM1 = Fv x S1
Site Class D — Fa = 1.0 ,Fv = 1.5
Period
(sec)
0.2
1.0
Conterminous 48 States
2005 ASCE 7 Standard
Latitude = 47.4994
Longitude = — 122.2911
Design Spectral Response Accelerations SDs and SD1
SDs = 2/3 x SMs and SD1 = 2/3 x SM1
Site Class D — Fa = 1.0 ,Fv = 1.5
Sa
(9)
1.502 (SMs, Site Class D)
0.777 (SM1, Site Class D)
Period Sa
(sec) (g)
0.2 1.001 (SDs, Site Class D)
1.0 0.518 (501, Site Class 0)
0
3 'K
10K
SHEET NO 2
JOB NO. RD -14287
By G. OHANIAN
DATE . 7 - 13 - 09
SUBJECT
COLUMN ANALYSIS
x-
3'
P 2x2 K =2.0 K
2 coy.
W=.2 2.2 2.4 K
COMBINED STRESS RATIO
15c 722.4 +2 = .65<1.0
BASE PLATE
ANCH. TENSION = 0
ANCHOR SHEAR = .18 K
100% LOAD
F =55 Ks'
A =.62
S =.68
r =1.2
r =1.1
(1) -1/2 "0 HILTI KWIK BOLT —TZ ANCHOR
ESR -1917, SPECIAL INSPECTION IS REQUIRED
MOMENT AT BEAM CONNECTION
7/16 "o RIVET
A = .1 Fy = 79 KSI
Va = .1x79x.4 = 3 K
Ma = 3Kx4 "x1.33 =16 -K
CONN.
RACK DESI(dN & ENdINEERIN(4 CO.
412 YiEdikr BROADWAY. QUITE #204
LENDALE, dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
3 PIN CONN.
KI = — —82
X
YI = = 47
Max =S •Fb =22
"K
6.5 'K
2
Fe =( � j 2 =42
rK x
F Fy(1- 4F ) =37
P F n xA =23
p a Pn _12K
1.92
2.4 K
SHEET NO 3
JOB NO. RD -14287
3 "x4.5 "x1/8"
BASE PLATE
BY. -. G. OHANIAN
DATE. 7 - 13 - 09
SUBJECT
OVERTURNING
= .26 K x2 � o x 1 14 "x.5x 1.15 =34 "K
M OT
MR = 1.5 " =66 "K
NO UPLIFT
LOAD TO DIAGONAL
P = .26 Kx c 44 = .68 K
F =55 KSI
A =.31
r =.48
Q =.74
L= 58"
CHECK WELDS
1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL)
3x.125x.707x70x.3 = 5.7 K
CHECK SLAB
2400
1000 = 2 °'
43 5 =19"
M= ( _ x 1000x 2 x12 = 1260 "#
S= 12x5 = 50
6
F 10.6
P = 3.3 K
2.4x 144 =345 CI"
1260 = 25 <1.6 V2500 =80
50
RAdK DENI(N Sc EN(INEERINd do.
412 WET BROADWAY, QUITE #204
LENDALE, CA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
TOP LEVEL LOADING (100% LOAD)
W=.2- 2LL 2.2 K
M .39Kx114 " =44 "K
MR =2.2 Kx22 "= 48 " K NO UPLIFT
BOTH SIDES TYP
V TRANS.
1x1x2.2 = .39
4x1.4
2400 #
SHEET NO 4
JOB NO.. RD -14287
5" CONCRETE SLAB
2500 PSI. CONC.
1000 PSF. SOIL
ACTIVITY NUMBER: D09 -177 DATE: 08 -24 -09
PROJECT NAME: REISCHLING PRESS INC
SITE ADDRESS: 3325 S 116 ST
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTMENTS: e01
Building DiJision
Public Works
� PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
Fire Prevention
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Documents/routing slip.doc
2 -28 -02
Incomplete n
DUE DATE: 08 -25-09
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROUTING:
Please Route Structural Review Required ❑ No further Review Required n
DATE:
DUE DATE: 09-22-09
Approved n Approved with Conditions Not Approved (attach comments) U
Notation:
REVIEWER'S INITIALS:
DATE:
Planning Division
Permit Coordinator
Not Applicable
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Bond
Bond
Company
Name
Bond Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
6
TRAVS
81S103354822BCM
10/01/2001
Until
Cancelled
01/01/1980
$12,000.0010/09
/2001
5
TRAVELERS
CASUALTY
Et SURETY
81S103354822BCM
10/01/2000
10/01/2001
$6,000.00
01/04/2001
4
UNITED
PACIFIC
U2160121
10/01/199710/01
/2000
$6,000.00
3
UNITED
PACIFIC
INS CO
U2160121
10/01/199310/01
/1997
$4,000.00
2
FIDELITY a
DEPOSIT
CO
30132992
04/06/198810
/01/1993
$4,000.00
1
GREAT
AMERICAN
INS CO
9740689
04/06/198104
/06/1988
Name
Role
Effective Date
Expiration Date
FRANCK, JAMES J
01/01/1980
THOMAS, KEVIN A
01/01/1980
KOSTY, CLARK R
01/01/1980
Untitled Page
General /Specialty Contractor
A business registered as a construction contractor with LEtI 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 NORTH WEST HANDLING UBI No. 600051641
SYS INC
Phone 4252550500 Status ACTIVE
Address 1100 SW 7TH ST License No. NORTHWH275JF
Suite /Apt. License Type CONSTRUCTION
CONTRACTOR
City RENTON Effective Date 4/6/1973
State WA Expiration 10/9/2009
Date
Zip 980552939 Suspend Date
County KING Specialty 1 GENERAL
Business Type Corporation Specialty 2 UNUSED
Parent
Company
Business Owner Information
Bond Information
Insurance Information
1
1
•
•
I Effective I Expiration I Cancel Ilmpairedl
Page 1 of 2
Received
https: // fortress .wa.gov /lni/bbip/Detail.aspx 09/09/2009
/
/
1
/
1
1
RLhLOCATED #91
SEPARATE PERMIT
REQUIRED FOR:
O MeChanical
Electrical
Plumbing
Gas Piping
7
IPA
a-(
City of Tukwila
BUILDING DIVISION
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
rfTT: r' S' -y : will r
+ } require a new plan submittal
E t ^iicJ ni Giy iri..� °.ide C dditional '`Z (i� i /J
J p;�n r Ft✓ fees __I
1
/
1
/
24' -6" 24' -6"
/ EXIT EXIT �- EXIT
1 i i
i
PLAN
NORTH
171' -6"
24' -6" ) 24' -6"
EX IT
SITE MAP
24' -6"
PLAN VIEW
PLAN
NORTH SCALE: 1/16" = 1' -0"
245
EXIT ; EXIT
24' -6" )' 24'
EXIT
6"
24' -6"
24' -6"
ge
i AI -
Wave, 4
Vra
Ainv ice,_ . -r
■P51151117 - r -
7/, : 1 7 9rAr .0", ■
i 4 1
24' -6"
41' -8"
41' -8"
RACK LOCATION FOR PERMIT
41' -8" 125'
REVIEWED FOR
CODE COMPLIANCE
APPROVED i
SEP 0 2 2009
City of U Ill
BUILDING ISION
FILE COPY
Permit No. ��L
Plan review approval is subject to errors and omissions.
Approval of construction documents does not authorize
the violation of any adopted code or ordinance. Receipt
ni approved Field Copy and conditions is acknowledged:
By
Date:
City Of Tukwila
BUILDING DIVISION
ci
AUG 2 `i 2009
PERMIT CENTER
1)01- 111
DRAWING NUMBER
SHEET NUMBER
1
`,
1 3/4"
TYP
\
\ � I
/
I 11
x
..-
t-
us /5 G 1
BOTH SIDES TYP> V
1/8 1.5"
�;,
/
/
-
I
t =0.06"
1
11/2" B
:
B
1
PI 4 � S A
41/8
„
x
- - --
- -- --
I
J n
;
�
” E 1
00 #
noe
5 0E
❑
\
/
—
—1
10 D
t= .07" q
SEC. A -A
C I S)
M
;
N
I
•r•
/
TYP
TYP
118 Pr
1 r
L t = .07" d
I
L__
I
�
p " .. a. .. e 1
�. :
\
e >, . °
: ' :. ,. °..
�
/
1 8 X1.5"
__ ...I
“L' 1-
1
1
I
- --
0
1
IN
PO
J 2
•
_ s a e'
'
- - --
0
„z
9
V 1
\
v i _________j
SEC. B -B
(1)-1/2"0 ANCHOR BOLT PER BASE PLATE
3 1/4" EMB., (SEE NOTE NO. 4)
1
u 1.
7/16' RIVET
ASTM A576 -90B t= 3/16"
BRACING DETAIL 1
BEAM CONNECTION (2
BASE PLATE DETAIL (3;
GENERAL CONFIGURATION (�4;
CODE COMPLIANCE
APP ROVED 1
S EP 0 2 2009
REVI WED FO DIUISIO hI
C of Tukwila
BUIL DI N
.
.
1 20"
44"
1
NOTES;
1— DESIGN or STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS
AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS
OF THE INTERNATIONAL BUILDING CODE 2006 EDITION
2 —STEEL FOR ALL SHAPES FY =55 KSI. ASTM A607 -85 GR.55 (EXCEPT AS NOTED)
3 —NO FIELD WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN THE SHOP
OF THE APPROVED FABRICATOR #777 (E7oXX ELECTRODES)
4 —ALL ANCHORS HILTI KWIK DOLT — (ESR -1917) OR APPROVED EQUAL
SPECIAL INSPECTION IS REQUIRED,
THE SPECIAL INSPECTOR SHALL VERIFY ANCHOR TYPE, ANCHOR
DIMENSIONS, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, HOLE
DIMENSIONS, HOLE CLEANING PROCEDURES, ANCHOR SPACING, EDGE DISTANCES,
CONCRETE THICKNESS, ANCHOR EMBEDMENT, AND TIGHTENING TORQUE.
5— CONCRETE SLAB 5" THICK 2500 PSI, SOIL BEARING CAPACITY 1000 PSF
6— STORAGE RACK CAPACITY 2000 #/ 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 (2000 #/ LEVEL)
8— STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE
OF 1/2" IN 1O' —O" OF HEIGHT
ASAr III+
b oi ..... i *7 7 AUG 2 Li ZOIN
PERMIT CENTER
/ O
\
.
0
a�
—
,
Pal
I 0
co
.
c
Lo
r
O
;
I
� 4w o W`' 1 v�
RACK DESIGN AND ENGINEERING
412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204
�� �.
SCALE: NONE
BRAWN BY: 4
\ \ . . '. . ' • .' . " .. •' . • ' °'
DATE: 7 -13 -09
° �F Crs jy $)
�'
PROJ CT: RLISCHL.ING FREES INC.
3325 SOUTH 116th STREET, SUITE 161, tUKWILA, CA. 98168
STORAGE RACK DETAILS
JOB N0.
RD -14287
SHEET N0.
1 OF 1
FRONT VIEW SIDE VIEW