HomeMy WebLinkAboutPermit D07-220 - MUZAK - STORAGE RACKSMUZAK
13075 GATEWAY DR
SUITE 160
D07 -220
Parcel No.: 0004800010
Address: 13075 GATEWAY DR TUKW
Suite No:
DESCRIPTION OF WORK:
INSTALL (16) BAYS OF PALLET RACKING
Value of Construction:
Type of Fire Protection:
Type of Construction:
doc: IBC -10/06
Cityf 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
Tenant:
Name: MUZAK
Address: 13075 GATEWAY DR, STE 160 , TUKWILA WA
Contact Person:
Name: ROBERT SMITH
Address: 411 WEST VALLEY HY S , PACIFIC WA 98047
Phone: 253 804 -0404
Contractor:
Name: CEDAR RECYCLING INC
Address: 411 W VALLEY HWY S , PACIFIC WA 98047
Phone: (253)804 -0404
Contractor License No: CEDARRI981CM
DEVELOPMENT PERMIT
Owner:
Name: GATEWAY BLDG 10 LLC
Address: C/O JSH PROPERTIES , 555 S RENTON VILLAGE PL #100 98055
Phone:
$0.00 Fees Collected: $375.06
International Building Code Edition: 2003
Occupancy per IBC:
* *continued on next page **
Permit Number: D07 - 220
Issue Date: 07/09/2007
Permit Expires On: 01/05/2008
Expiration Date: 02/14/2008
D07 -220 Printed: 07 -09 -2007
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Permit Center Authorized Signature: l , JAIL
Jam-^
doc: IBC-10 /06
City o,,...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
Fire Loop Hydrant: N Number: 0 Size (Inches): 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:
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
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 erf of work. I am authorized to sign and obtain this development permit.
Signature: /�. F Date: 7- / - d 7
Print Name: M 4 d /C A u9 .SP4/
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 Number: D07 -220
Issue Date: 07/09/2007
Permit Expires On: 01/05/2008
P t - Date: q -0
D07 -220 Printed: 07 -09 -2007
Parcel No.: 0004800010
Address: 13075 GATEWAY DR TUKW
Suite No:
Tenant: MUZAK
1: ** *BUILDING DEPARTMENT CONDITIONS * **
9: ** *FIRE DEPARTMENT CONDITIONS * **
doc: Cond -10/06
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
PERMIT CONDITIONS
Permit Number: D07 -220
Status: ISSUED
Applied Date: 06/18/2007
Issue Date: 07/09/2007
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 fmal inspection approval is
granted.
4: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
5: 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.
6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building
inspector. No exception.
7: Manufacturers installation instructions shall be available on the job site at the time of inspection.
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.
10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
11: Sprinkler protection for this rack storage shall comply with NFPA 13(2007 edition), Figure 16.2.1.3.2(d), Curves E and
F.
12: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate
flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.6.3.3)
13: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and
approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler
systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk
Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to
the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050)
14: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is
D07 -220 Printed: 07 -09 -2007
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
calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A,
20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1)
15: 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 6 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 nun). (IFC 906.7 and IFC 906.9)
16: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot
be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6)
17: 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)
18: 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 extinguishers) 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, 4-3, 4-4)
19: 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)
20: 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 315.2.1)
21: Nominal 6" transverse flue spaces between loads and at rack uprights shall be maintained in single row, double row, and
multiple row racks. Random variations in the width of flue spaces or in their vertical alignment shall be permitted.
(NFPA 13- 12.3.1.13)
22: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require
relocation and/or addition of audible /visual notification devices. (City Ordinance #2051)
23: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire
Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC
104.2)
24: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
25: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
doc: Cond -10/06
D07 -220 Printed: 07 -09 -2007
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
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
liffaZ A A A l
IR✓I / /G{Gil S
Date:
7- - o 7
ordinances governing
or local laws regulating
D07 -220 Printed: 07 -09 -2007
w
Site Address:
Tenant Name:
Property Owners Name:
Mailing Address: 'Loa I
CONTACT PERSON;; who d o we contact when your permit is ready to be issue
Name:
Mailing Address:
E -Mail Address:
GENERAL CONTRACTOR INFORMATION
(Contractor Information for Mechanical (pg4) for Plumbing and Gas Piping (pg
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
CITY OF TUKWIL.
Community Developmen Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.cttukwila.wa.us
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**
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Contractor Registration Number: (. Z- •
All plans "must be wet
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
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QA Applications On Line\3 -2006 -Permit Application.doc
Revised: 9 -2006
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King Co Assessor's Tax No.: (!' b'bb ' Co � (7
s 1; v r
City
Suite Number: /6 0 Floor: I
Day Telephone:
Pquvkc
City
Fax Number:
City
Day Telephone:
Fax Number:
Expiration Date:
City
Day Telephone:
Fax Number:
New Tenant: .... Yes ..No
c 5 te
3
Zip
Jo y' O /' V
tJ4 c> 7
State Zip
tv/4- c l fie-
State
Zip
2 r3-
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S3ti / (-A
City State
Day Telephone:
Fax Number:
ENGINEER. OF RECORI =All plains must b
c,9 /
Zip
� ZY /O
Page 1 of 6
Valuation of Project (contractor's bid price $ /0 00 0 Existin
Scope of W rk (please provide detailed information): fire," / ,
&a,-
Number of Parking Stalls Provided: Standard:
Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Compact:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm ❑ None
Building Valuation: $
S ys of /°s /i
Will there be new rack storage? `. Yes ❑..No If yes, a separate permit and plan submittal will be required.
Aide AllBui
iu
yeas in Square e Footage
e]o'
'loot
asertmen'
>ed Ca
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.
0
Handicap:
Will there be a change in use? ❑ Yes ❑ No If "yes ", explain:
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 Saf ty ata 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.
Page 2 of 6
PERMIT APPLICATION :NOTE— Applicable to all permits in this
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).
Print Name:
Mailing Address:
BUILDING OWNER OR HO
Signature:
SS€i/
Y!( It/(c Valle 4
Date Application Accepted: c (ttk
Q: Applications\Forms- Applications On Line\3 -2006 -Permit Application.doc
Revised: 9 -2006
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S.
0
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.
Date: -o -7
Day Telephone:
City
� 4u
Date Application Expires:
WA-
'if
Zip
Page 6 of 6
PLUMBING AND GAS PIPING CONTRACTOR INFORMATION
Company Name:
Mailing Address:
City
Day Telephone:
Fax Number:
Expiration Date:
Contact Person:
E -Mail Address:
Contractor Registration N
Valuation of Plumbing work (contra or's bid price): $
Valuation of Gas Piping work (contract • 's bid price): $
Scope of Work (please provide detailed in ation):
Building Use (per Int'l Building Code):
Occupancy (per Int'l Building Code):
Utility Purveyor: Water:
Indicate type of plumbing fixtures and/or gas piping outle eing in ailed and the quantity below:
Fixture
Bathtub or combination
bath/shower
Bidet
typ
Clothes washer, domestic
Dental unit, cuspidor
Dishwasher, domestic,
with independent drain
Building sewer or trailer
park sewer
Industrial waste
pretreatment interceptor,
including its trap and vent,
except for kitchen type
grease interceptors
�Q1
ber:
tore
Drinking fountain or ater
cooler (per head)
Food -waste grind
commercial
Floor drain
Shower, sin : e head trap
Lavatory
Rain : ter system — per
drai t inside building)
R . air or alteration of water
ing and/or water treating
quipment
Q: Applications \Forms- Applications On Line3-2006 -Permit Application.doc
Revised: 9 - 2006
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W
Sewer:
lurey"
fountain
Recepto indirect
waste
Sinks
Urinals
Water Closet
Water heater and/or
vent
Repair or alteration
of drainage or vent
piping
Qty
State
fixture Type..:
Gas piping outlets
Additional medical gas
inlets/outlets — six or more
Medical gas piping system
serving one to five
inlets/outlets for specific gas
Zip
Page 5 of 6
Parcel No.: 0004800010
Address: 13075 GATEWAY DR TUKW
Suite No:
Applicant: MUZAK
Receipt No.: R07 -01317
Payee: MARK RAMSEY
TRANSACTION LIST:
Type Method Description
ACCOUNT ITEM LIST:
Description
BUILDING - NONRES
STATE BUILDING SURCHARGE
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: htip://www.citukwila.wa.us
RECEIPT
Initials: WER Payment Date: 07/09/2007 01:56 PM
User ID: 1165 Balance: $0.00
Amount
Payment Check 2593 172.66
Account Code Current Pmts
000/322.100 168.16
000/386.904 4.50
Total: $172.66
Permit Number: D07 -220
Status: APPROVED
Applied Date: 06/18/2007
Issue Date:
Payment Amount: $172.66
0103 07/10 9710 TOTAL 172.66
doc: Receiot -06 Printed: 07 -09 -2007
Parcel No.: 0004800010
Address: 13075 GATEWAY DR TUKW
Suite No:
Applicant: MUZAK
Receipt No.: R07 -01161
Payee: CEDAR RECYCLING, INC.
TRANSACTION LIST:
Type Method Description
ACCOUNT ITEM LIST:
Description
BUILDING - NONRES
PLAN CHECK - NONRES
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
Initials: JEM Payment Date: 06/18/2007 01:42 PM
User ID: 1165 Balance: $172.66
Amount
Payment Check 14859 202.40
Account Code Current Pmts
000/322.100 56.42
000/345.830 145.98
Total: $202.40
Permit Number: D07 -220
Status: PENDING
Applied Date: 06/18/2007
Issue Date:
Payment Amount: $202.40
9445 06/18 9716 TOTAL 202.40
doc: Receiot -06 Printed: 06 -18 -2007
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Date Wanted:,
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1------1INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 981 88
Approved per applicable codes. El Corrections required prior to approval.
Date) 3
.00 REINSPECTION tE REQUIRED. Prior to inspection, fee must be
id at 6300 Southcenter 'Blvd.. Suite 100. Call the schedule reinspection.
eipt No.:
!Date:
DO 7-Z20
PERMIT NO.
(206)431-3670
COMMENT S: p 4,
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Requester:
P ne No:
Project:
/712/744
Type of Inspection:
r 72 ,)/7') /•v
Address: ,,,
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Called:
Special Instructions:
Date Wan d:
-j - / /-
07
a.m.
p.m.
Requester:
P ne No:
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes. ❑ Corrections required prior to approval.
Inspect
INSPECTION RECORD
Retain a copy with permit
4)07-220
PERMIT NO.
(206)431-
Date:
$ 00 REINSPECTION FE EQUIRE/Prior to inspection, fee must be
p =id at 6300 Southcenter lvd., Suite 100. Call the schedule reinspection.
'Date:
Project: M o 2 q K-.
Sprinklers: /
Type of Inspection:
Address: 1363 S , j -rcfly l��
Suite #:
Monitor:
Contact Person:
�Ei
Permits:
Special Instructions:
':.
Phone No.:
3
-- 7906
Needs Shift Inspection:
Sprinklers: /
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
I
INSPECTION NUMBER
pproved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA FIRE DEPARTMENT
-
PERMIT NUMBERS
444 Andover Park East, Tukwila, Wa: 98188 206- 575 -4407
I I Corrections required prior to approval.
COMMENTS:
--744.4
4P-1< nN
77) ,‘-rock pE VL i#(, P/fDVR - t_ .
Po le AL g////)?
31/3
Inspector:
Date: g//y/7
Hrs.: l
$8b.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
e 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
BY
G. OHANIAN
DATE . 6 - 12 - 07
SUBJECT
STRUCTURAL CALCULATIONS OF STORAGE
RACKS FOR:
MUZAK
200 SOUTH ORCAS STREET
SEATTLE, WA. 98106
PER IBC 2003 EDITION
STORAGE RACKS CAPACITY:
2000 # / LEVEL
CALCS. 1 THRU 4
DRAWINGS: RD -12231
RAdK DENI(iN & EN(IINEERIN(t do.
412 WEger BROADWAY. QUITE #204
LENDALE, CA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
P"
FILE COPY
EXPIRES 12 -26 -07
CODE c0a' F W L1 '
JUL - 3 2001
�i a,r
y Of lu,:�
BUILDING
SHEET NO 1
JOB NO. RD -12231
RECEIVED
= rI J I[A
JUN 18 7f1M7
NG'rtiri l
C.;41 ER
PO4--2_4/.0
BY G. OHANIAN
DATE 6 -12 -07
SUBJECT
3 1/2" (96" BEAM)
1
$
96" BEAM
M _ 96 "x1.2 K = 14"K
8
S R= 4 K = .48 <.77
_ 5xWxL 3 96 — "
384x1 xE _'27 -• 180 _.53“
53
132" BEAM
M= 132 "x1.2K _20 "K
8
S R= 3 K = .66 <2.05
A 5xWxL3 =.18u<_1_32 = .73"
384x1 xE 180
SEISMIC DESIGN
_S
V xl Rx1.4
STRESS
1 =1
R =6 MOM. CONN.
R =4 BRACED
S =.93
W= D.L. +3 L.L.
132" & 96" I
5 1/2" (132" BEAM)
TYPES " B " & "C"
V _ .93x1x2.7_
TRANS. 4x 1.4
RAdK DEOI(#N & EN(INEERIN(t d0.
412 WE BROADWAY, QUITE #204
LENDALE, dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
IBC 2003, SEC. 2208
2000 #1 LEVEL +25% IMPACT
LOAD 1200 #1 BEAM
234'
LOAD PER COLUMN
L.L. =2x 4x K 2.6 K v
v
W =.1 2.6 2.7 K
N
V _ .93x1 x2.7 =.3K
Wa 6x1.4
I =1.47
S=.77
F Y= 50 KSI.
I x =5.79
S =2.05
F Y= 50 KSI.
S =1.4 (USGS MAP)
S =1.4 (EQ. 16 -38)
S =-- .4 =.93 (EQ. 16 -40)
LONGIT. SEISMIC
. 3K
TYPES "A ", "D" & "E"
12K 2 "K
09K 2"K - 4 "K
.06K 4 "K 5 "K
03 K 5 "K = 6-K
6 if
SHEET NO 2
JOB NO.. RD -12231
SIDE VIEW
By G. OHANIAN
DATE . 6 -12 -07
SUBJECT
COLUMN ANALYSIS
in
x-
3"
-•— X
t =.105"
Ii
COMBINED STRESS RATIO
P a + Max - 2 1 '- 9 7 — + 6 = .36 <1.33
F =50 Ksi
A =.91
S =.91
r =1.2
r =1.1
BASE PLATE
ANCH. TENSION = 6 —(2 6x3 ") —0
ANCHOR SHEAR =_ = 15 K
(2)-1/2"95 ANCHORS SIMPSON WEDGE TYPE
ICBO #3631 OR APPROVED EQUAL. DESIGNED FOR
1/2 STRESS. (NO SPECIAL INSPECTION REQ'D)
ALLOW. TENSION =.9 K
ALLOW. SHEAR =1.5 K
13 V 5 / 3 0 Spa 15 5/3
( Pa ) +(V) =(9) +() _ .02 <1.33
MOMENT AT BEAM CONNECTION
7/16"f6 RIVET
A =.1 Fy =79
Va = .1x79x.4= 3
Ma = 3Kx4 "x1.33 =16 " 3 PIN CONN.
CONN.
RAdK DENI(N Sc ENdINEERIN(4 do.
412 WE BROADWAY, �1UITE #204
L ENDALE, dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
=Z -68
ry = TT =40
Y
Max =Sx •Fb = 27 "K
Fe = — 62
(
r
Fn =Fy (1— 4F ) = 40 KSI
e
P = F n xA= 36 K
pa _ P _19K
— 1.92 —
2.7 K 6
8 "x5 "x3/8"
BASE PLATE
SHEET NO 3
JOB NO.. RD - 12231
BY G. OHANIAN
DATE . 6 -12 -07
SUBJECT
LOAD TO DIAGONAL
P .44 =1.1
42
Fy =50 KSI
A =.31
r =.48
Q =.74
L= 56"
CHECK WELDS
1/8" WELD 1" LONG EACH SIDE (2" TOTAL)
2x.125x.707x70x.3 = 3.7 K
CHECK SLAB
2700 — — 2.7 a'
1000
F 12.3
P = 3.8
2.7x144=388 "
388 =20"
M= ( 2 ) x1000x 2 x12 =666 "#
5= 12x5 = 50
6
666 = 13 < 1.6 2500 =80
50
RAdK DENI(N & EN(INEERIN( do.
412 WE BROADWAY, QUITE #204
LENDALE, CA. 91204
TEL:(818)240 -3810 FAX:(818)240-3813
OVERTURNING TOP LEVEL LOADING
= .44 "x.5x1.15 =88 "K M
M OT = . Kx2x174"= 38 "K
MR = 2.7 K x42" = 113 "K MR =.80 Kx42 = 34 "K
NO UPLIFT
TYP
1/8
27001
SHEET NO, 4
JOB NO.. RD - 12231
5" CONCRETE SLAB
2500 PSI. CONC.
1000 PSF. SOIL
ACTIVITY NUMBER: D07 -220 DATE: 06 -18 -07
PROJECT NAME: MUZAK
SITE ADDRESS: 13075 GATEWAY DR, STE 160
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Issued
DEPARTMENTS:
A kW c a�
Division
Buildin
C
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete IA Incomplete ❑
Comments:
PLAN REVIEW /ROUTING SLIP
Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
LETTER OF COMPLETENESS MAILED:
TUES/THURS ROU ING:
Please Route Structural Review Required
REVIEWER'S INITIALS:
Documentshouting slip.doc
2 -28-02
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS:
,PERMIT COORD COPY �.
511 Co-26
Fire Prevention
Structural
C
❑ Permit Coordinator ❑
Planning Division
DUE DATE: 06-19-07
Not Applicable ❑
No further Review Required
DATE:
DUE DATE: 07-17-07
Not Approved (attach comments) ❑
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
License Information
License
CEDARRI981CM
Licensee Name
CEDAR RECYCLING INC
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
602084893 Verify Workers Comp Premium
Status
Ind. Ins. Account
Id
84939604
Business Type
CORPORATION
Address 1
411 W VALLEY HWY S
Address 2
City
PACIFIC
County
KING
State
WA
Zip
98047
Phone
2538040404
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
2/14/2002
Expiration Date
2/14/2008
Suspend Date
Separation Date
Parent Company
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Find a Law or Rule', ! Get a Form or Publication
General /Specialty Contractor
A business registered as a construction contractor with Lftl 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.
https: // fortress .wa.gov /lni/bbip/Detail.aspx ?License= CEDARRI981 CM 07/09/2007
•
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DRAWIROS PREPARED FOR
MUZAK
200 S. ORCAS ST.
SEATTLE, WA 98106
RACK LAYOUT
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"THE RUSTY RACK GUYS"
41I VVE5f VAI L Y HIGHWAY SOUTH PKIPIG WA 98047 PH: 253. 804.0404 PAX: 253 - 8042702
Pacific Rim Handling Systems
7440 5. 228th 5t, Kent, WA 98052 PH: 253.395-I526 PAX: 253. 395.1527
Divisions of Cedar Recycling Inc.
CONTRACTOR'S LICENSE # CEDARRI98ICM
W
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This DRAWING An raffia
YFEJ1E N SHALL NOT 8E
D11PLICA1D, USED OR DISCLOSED
TO OTIERS FOR PROCUREMENT' OR
0110 PURPOSES, EXCEPT AS
OTHERWISE CONTRACT, VThO T FO
VRtTI N CEMENT OP CEDAR
REP�RODUCT DC SHALL BUR
THIS NOT>£E
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3'-6"
SINGLE
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2 HOLES
3/8"
11' -0"
RACK A
5 • BEAM FACE
I II
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3/16
V2 3/4"
2 1/2"
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2 1 /2"
1 ..
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BASE PLATE DETAIL
BRACKET ASSY.
r--AS NOTED --{
--0-1 h--1/2"
FLOOR ANCHOR DETAIL
SEE NOTES FOR SPECS
BEAM SECTION .078 THK.
ASTM A570 GR50
LBC35
3'-6"
SINGLE
v
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AS NOTED
1 ..1/4" REF.
O D O
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RACK B
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2 TYP.
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1 1/2" 1 . i
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TYP.
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RACK ELEVATIONS
SCALE NTS
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i
MIN. ❑
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(TYP.) ❑
BRACING CONNECTION DETAIL
BEAM SECTION .078 THK.
ASTM A570 GR50
BRACKET ASSY. 2 3/4"
LBC 55
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BRACE
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RACK D
BEAM FACE
STRUCTURAL NOTES:
I. RACKS ARE MANUFACTURED BY LODI METAL TECH OF LODI, CA OR
EQUAL.
2. MINIMUM YIELD (Fy) STEEL STRENGTHS SHALL BE AS
FOLLOWS:
A) BEAMS AND COLUMNS Fy= 5Oksi.
13) BRACING STRUTS Fy= 5Oksi.
C) BASE PLATES FY= 36ksi.
3. MAXIMUM RACK LOAD PER LEVEL PER PAIR OF BEAMS SHALL BE 2000 LBS
4. CONCRETE SLAB IS GIVEN AS 5" THICK WITH fc'= 2S00psi.
5. ALLOWABLE SOIL BEARING PRESSURE IS GIVEN AS 1.000psf FOR GRAVITY LOADS.
6. ANCHORS SHALL BE SIMPSON WEDGE TYPE ICBO #3631 OR EQUIV. USE 2 EACH
I/2 "0 X 4-1/4" ANCHORS WITH 3 1/2" EMBEDMENT PER BASE PLATE. SPECIAL
INSPECTION IS NOT REQUIRED.
7. POST LOAD SIGNS NOT LESS THAN 50 SQUARE INCHES IN AREA DEPICTING THE
DESIGN CAPACITY AT CONSPICUOUS LOCATIONS.
8. IF ANY DISCREPANCY OCCURS, CONTACT THE ENGINEER FOR CLARIFICATION.
9. ANALYSIS & DESIGN OF RACK CONFORMS TO THE 2003 IBC SECTION 2208
FIRE PROTECTION NOTES:
1. CUSTOMER SHALL SUPPLY FIRE SUPPRESSION INFORMATION.
2. TYPE OF PRODUCT: MISCELLANEOUS BOXES INCLUDING TOILET PAPER AND
ELECTRONICS.
4. TOP OF STORED PRODUCT NOT TO EXCEED 17-6" .
S. APPROXIMATE CEILING HEIGHT 32' -1 I" .
EXITING NOTES:
1. EXTERIOR DOORS ARE 3' SWING TYPE WITH LOCKING KNOB WHICH REQUIRES
NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN.
Q
N
3'-6"
L
SINGLE
007.,110
•
I EXPIRES 12 -26-07 I
4' -2"
RACK E
S' SEAM FACE
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