HomeMy WebLinkAboutPermit D10-297 - CRIBS 2 BUNKS - STORAGE RACKSCRIBS 2 BUNKS
730 ANDOVER PK E
EXPIRED
08-17-11
D10-297
City o,I'ukwila •
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
Parcel No.: 2623049095
Address: 730 ANDOVER PK E TIIKW
Suite No:
Project Name: CRIBS 2 BUNKS
DEVELOPMENT PERMIT
Permit Number: D 10 -297
Issue Date: 02/18/2011
Permit Expires On: 08/17/2011
Owner:
Name: 790 ANDOVER LLC
Address: PO BOX 287 , MEDINA WA 98039
Contact Person:
Name: DAVID HOLM
Address: 932 INDUSTRY DR - SUITE 210 , TUKWILA WA 98188
Contractor:
Name: CEDAR RECYCLING INC
Address: 411 W VALLEY HWY S , PACIFIC WA 98047
Contractor License No: CEDARRI981CM
Phone: 425 - 282 -5065
Phone: (253)804 -0404
Expiration Date: 02/18/2012
DESCRIPTION OF WORK:
INSTALLATION OF PALLET RACKING AND REINSTALLATION OF EXISTING RACK INSTALLED INCORRECTLY
Value of Construction: $0.00 Fees Collected: $338.40
Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009
Type of Construction: Occupancy per IBC: 0025
Electrical Service Provided by:
* *continued on next page **
doc: IBC -7/10
D10 -297 Printed: 02 -18 -2011
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:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Permit Center Authorized Signature.
I hereby certify that I have read an
governing this work will be compli
N
N
N
•
Number: 0 Size (Inches): 0
Start Time:
Volumes: Cut 0 c.y.
End Time:
Fill 0 c.y.
Start Time: End Time:
Private:
Profit: N
Private:
Public:
Non - Profit: N
Public:
Date: VllA bl
ned this permit and know the same to be true and correct. All provisions of law and ordinances
, whether specified herein or not.
The granting of this permit does not p
construction or the performance of work.
to this permit.
Signat
e to give authority to violate or cancel the provisions of any other state or local laws regulating
I am authorized to sign and obtain this development permit and agree to the conditions attached
Date: 2/1g/i1
Print Name: Gd! "d. //e /!/K
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: 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.
doc: IBC -7/10
C10 -297 Printed: 02 -18 -2011
6: All construction shall be done in ith the approved plans and the requirem of the International
Building Code or International Residential International Mechanical Code, Washingt• ate Energy Code.
7: 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.
8: ** *FIRE DEPARTMENT CONDITIONS * **
9: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
10: 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)
11: Storage shall be maintained 2 feet or more below the ceiling in nonsprinldered areas of buildings or a minimum of 18
inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.2.1)
12: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be
maintained.
13: 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)
14: 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" (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 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)
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 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, 4 -3, 4 -4)
19: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress
travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress
travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access
corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the
nearest visible exit sign. (IFC 1011.1)
20: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mnm) high with
the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having
a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be
less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire
Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high
contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not
energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction
cannot be readily changed. (IFC 1011.5.1)
doc: IBC -7/10
D10 -297 Printed: 02 -18 -2011
21: Aisles leading to required exits shall bevided from all portions of the building and tquired width of the
aisles shall be unobstructed. (IFC 1013.4)
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: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
doc: IBC -7/10
D10 -297 Printed: 02 -18 -2011
A
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
htto://www.ci.tukwila.wa.us
Building Permit No. .
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.: 2-6 Z 3 c- 1 09 S
Site Address: 730 Andover Park East Suite Number: 100 Floor:
New Tenant: ❑ Yes gl ..No
Tenant Name: Cribs 2 Bunks 1 C/�f lhof!KS ��
Property Owners Name: 790 Andover LLC
Mailing Address:
Zip
City
State
CONTACT PERSON — who do we contact when your permit is ready to be issued
Name: !
- � etp ,' eZ /Yal ' 1 Day Telephone: t/ C Q Z S
Mailing Address: wk. 932 .740e,%/ yQ b“f mitt 7 /C TK% . 7� �/� 9 £t&'
�
, Zip
E -Mail Address: k _�_ kt i Z n d- C awi Fax Number: 41z ( ?8Z-
City State
GENERAL CONTRACTOR INFORMATION —
(Contraetor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Company Name: Cedar Recycling Inc / The Rusty Rack Guy's
Mailing Address: 411 West Valley Hwy S
Contact Person: Steve Brewer
E -Mail Address: seve@rustyrackguys.com
Contractor Registration Number: CEDARR1981 CM
Pacific
City State
Day Telephone: (253) 804 -0404
98047
Zip
Fax Number: (253) 8042702
Expiration Date: 02/18/2010
ARCHITECT OF RECORD — All plans must be stamped by Architect of Record
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
City
Day Telephone:
Fax Number:
State
Zip
ENGINEER OF RECORD — All plans must be stamped by Engineer of Record
Company Name: Rack Design and Engineering
Mailing Address: 412 West Broadway, STE 204
Contact Person: Gamik Ohanian
E-mail Address: gorack1@yahoo.com
H:\Applieations\Fonns- Applications On line\2010 Applications \7 -2010 - Permit Applicatiomdoc
Revised: 7-2010
hh
Glendale
City State Zip
Day Telephone: (818) 240 -3810
Fax Number: (818) 240 -3813
91204
Page 1 of 6
BUILDING PERMIT INFORMATION 206 -431 -3670
Valuation of Project (contractor's bid price): $ 1 922.82 Existing Building Valuation: $
Scope of Work (please provide detailed information): Installation Of Pallet Racking and reinstallation of existing
rack, installed incorrectly.
Will there be new rack storage? m Yes ❑.. No if yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
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 ❑ No If "yes ", explain:
FIRE PROTECTION /HAZARDOUS MATERIALS:
Sprinklers m Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes m No
If "yes', attach list of materials and storage locations on a separate 8 -1/2" x II" 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:WppIications\Forms- Applications On Iine12010 Applimtion0-2010- Permit Appiimtioadoc
Revised: 7 -2010
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Page 2 of 6
Existing
Interior Remodel
Addition to
Existing
Structure
New
4,A Type of
Construction per
IBC
Type of
Occupancy per
IBC
I' Floor
2°d Floor
3rd Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq 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 ❑ No If "yes ", explain:
FIRE PROTECTION /HAZARDOUS MATERIALS:
Sprinklers m Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes m No
If "yes', attach list of materials and storage locations on a separate 8 -1/2" x II" 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:WppIications\Forms- Applications On Iine12010 Applimtion0-2010- Permit Appiimtioadoc
Revised: 7 -2010
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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 OW I ! : UTHORIZED AGENT:
Signa
Prin Name: /7L V►1
Mailing Address: 33r ?be__ Z /
Date Application Accepted:
Date: I(// (/ d
Day Telephone: q ZS ` Z SZ.
(J.4- 78/8M
City
State Zip
Date Application Expires: 4 I/
Staff Initials4 ,j
tt: Applicahons\Forms- Applications On Line \2010 Applications \7-2010 - Pernut Applicahoadoo
Revised: 7 -2010
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Page 6 of 6
•
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
Parcel No.: 2623049095
Address: 730 ANDOVER PK E TUKW
Suite No:
Applicant: CRIBS 2 BUNKS
RECEIPT
Permit Number: D10 -297
Status: APPROVED
Applied Date: 11/02/2010
Issue Date:
Receipt No.: R11 -00314
Payment Amount: $256.50
Initials: JEM Payment Date: 02/18/2011 01:55 PM
User ID: 1165 Balance: $0.00
Payee: CM!' INDUSTRIES, INC.
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 10520 256.50
Authorization No.
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
BUILDING - NONRES
STATE BUILDING SURCHARGE
000.322.100 252.00
640.237.114 4.50
Total: $256.50
doc: Receipt -06 Printed: 02 -18 -2011
. •
Th City of Tukwila
Department of Community De
velo P ment
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Parcel No.: 2623049095
Address: 730 ANDOVER PK E TUKW
Suite No:
Applicant: CRIBS 2 BUNKS
RECEIPT
Permit Number: D10 -297
Status: PENDING
Applied Date: 11/02/2010
Issue Date:
Receipt No.: R10 -02217
Payment Amount: $81.90
Initials: LAW Payment Date: 11/02/2010 02:29 PM
User ID: 1632 Balance: $130.50
Payee: DAVID HOLM
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA
Authorization No. 025888
ACCOUNT ITEM LIST:
Description
81.90
Account Code Current Pmts
PLAN CHECK - NONRES
000.345.830 81.90
Total: $81.90
doc: Receiot -06 Printed: 11 -02 -2010
BY G. OHANIAN
DATE 10 -28 -10
SUBJECT
RAdK DENIdN & EN(4INEERINd do.
412 WEOT BROADWAY, BUTTE #204
GLENDALE, dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
SHEET NO. 1
JOB NO RD -15141
STRUCTURAL CALCULATIONS OF STORAGE
RACKS FOR:
CMF INDUSTRIAL /CRIBS 2 BUNKS
730 ANDOVER PARK EAST
TUKWILA, WA. 98188
PER IBC 2009 EDITION
SECTION 2208
STORAGE RACKS CAPACITY:
2000 # / LEVEL
CALCS. 1 THRU 5
DRAWINGS: RD -15141
EXPIRES 12 -26 -11
tO2't7
�.� PILE COpy
CODE CpMpL� COMPLIANCE
FEB 08 zun
City of Tukwila
BUILDING DIViRinni
RECEIVED
NOV 02 2010
PERMIT CENTER
BY G. OHANIAN
DATE . 10 -28 -10
SUBJECT
RAdK DEOI(N & ENOINEERIN( d0.
412 WEB T BROADWAY, BUITE #204
dLENDALE, dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
SHEET NO 2
JOB NO.. RD -15141
TYPE "A" BEAM
M= 82 =18 "K
SR= .54 <1.23
4
A 384.1 L E = •41 "< 180 = .80"
x
TYPE "B" BEAM
M= 82 =14 "K
SR= .41<1.48
LOAD PER BEAM + 25% IMPACT LOAD
(2KX.88) +(1KX.25) = -2_ = 1.0 K
2 BEAMS
Ix =3.22
S„ =1.23
F Y= 55 KSI.
LOAD PER BEAM + 25% IMPACT LOAD
(2 Kx.88) +(1 K X.25) = = 1.0 K
2 BEAMS
IN
A_ 5xwL4 =.13 "< L -.60"
384.1,.E 180 -
SEISMIC DESIGN
_ lux!
XI
V- Rx1.4 xW
Ix =4.34
S„ =1.48
F Y= 55 KSI.
IBC 2009 -SEC. 2208, PER RMI SPECS.
ASCE 7 -05 (SEC. 15.5.3)
SOS =.94 (USGS WEB SITE, "SITE CLASS 0 ")
1 =1 NO PUBLIC ACCESS
R =6 MOM. CONN.
R =4 BRACED
W =D.L.+ 3 PALLET LOAD
TYPE "A"
LOAD PER COL. = 2x2.0 K =2.0K
2 COL.
P= .2 DL+ (2.O K X.75) =1.7K
LONGIT. SEISMIC
W =.2DL+ (2.OPLx.67) = 1 .5 K
V = .17K
LONGIT.
0
(0
K
\ = 25 TRANS. RA
.11 K
06 K
Conterminous 48 States
2005 ASCE 7 Standard
Latitude = 47.4494
Longitude = - 122.2507
Spectral Response Accelerations SMs and SM1
SMs = Fa x Ss and SM1 = Fv x 51
Site Class D - Fa = 1.0 ,Fv = 1.519
Period Sa
(sec) (g)
0.2 1.407 (SMs, Site Class D)
1.0 0.730 (SM1, Site Class D)
Conterminous 48 States
2005 ASCE 7 Standard
Latitude = 47.4494
Longitude = - 122.2507
Design Spectral Response Accelerations SDs and SD1
SDs = 2/3 x SMs and SDI = 2/3 x SM1
Site Class D - Fa = 1.0 ,Fv = 1.519
Period So
(sec) (g)
0.2 0.938 (SDs, Site Class 0)
1.0 0.487 (SDI, Site Class D)
3 •K
.17 K 0
3"k
10'K
By G. OHANIAN
DATE . 10 -28 -10
SUBJECT
RACK DEOI(4N & ENdINEERIN( CO.
412 WET BROADWAY, QUITE #204
LENDALE, dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
SHEET NO. 3
JOB NO.. RD -15141
TYPE "B"
LOAD PER COL. = 3x2.0 K =3.0K
2 COL.
P =.2DL+ (3.0Kx.75) =2.5K
W =.20L+ (3.0x.67) = 2.2 K
V = .24 K
LONGIT.
TRANS. •37
K
COLUMN ANALYSIS
TYPE "A"
17
x
Fy =55 KSI
Ae =.62
I x =.76
S0=.51
rx =1.1
ry =.61
COMBINED STRESS RATIO
Pex= (K�)2 =21 Qc =1.8
f2cP — Qb =1.67
ox =1— .86
Pex
Cmx =.85
BASE PLATE
TYPE "A"
ANCH. TENSION = 0
ANCHOR SHEAR = .17 K
LONGIT. SEISMIC
o
o
co
.24 K
KL 7
=-1-7-1— = 93
x
KL_42 —
ry — 69
Mn =Se .Fy = 28
f2P.P Ob.Cmx.M =.77<1
n Mn.ax
(1) -1/2 "0 SIMPSON STRONG ANCHOR
PER BASE PL., 3 1/4" EMB. ESR -1771
SPECIAL INSPECTION IS REQUIRED
6.K
2
Fe= (K�j2 -34
rx
2
Fn =Fy (.658 Ac )= 28 KSI
Pn =Fn.Ae = 17K
1.7 K
Ac = e e = 1.27
Xc<1.5
10 01 BASE PLATE ' 8„
01
By' G. OHANIAN
DATE . 10 -28 -10
SUBJECT
RAdK DEOICiN & ENdINEERIN€4 d0.
412 WET BROADWAY, BUITE #204
LENDALE, dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
SHEET NO 4
JOB NO RD -15141
COLUMN ANALYSIS
TYPE "B"
y 3"
t =.07"
Fy =55 KSI
Ae =.59
I,=.95
Se =.6
rx =1.2
ry =1.1
COMBINED STRESS RATIO
Pex= (K�)2 =41 Oc =1.8
flcP Qb =1.67
ax =1— Pex _ — 89
Cmx =.85
BASE PLATE
TYPE "B"
ANCH. TENSION = 0
ANCHOR SHEAR = .12 K
r — 48x1.7
X
KL =1 =43
ry 1 1
Mn =Se .Fy =33
Qc.P +11b.Cmx.M =.47<1
Pn Mn.ax
(2) -1/2 "0 SIMPSON STRONG ANCHORS
PER BASE PL., 3 1/4" EMB. ESR -1771
SPECIAL INSPECTION IS REQUIRED
MOMENT AT BEAM CONNECTION
.5x.105x1 x65 =3.4 K BEARING CAPACITY
OF COL. HOLE
7/16 "0 RIVET
A = .1 Fy = 79 KSI
Pa = .1x79x.4= 3K
Ma = (3Kx4 ") +(1.5Kx2 ") =15 "K 3 PIN CONN.
CONN.
MEND— .01XWI2= 1.4 "K
M = 6.5 "K M— 7.9 "K
SEISMIC TOTAL
TAB AREA =.14 Fy =62KS1
Va TAB =.14x.4x62 =3.5K
.5x.07x1 x65 =2.3 K BEARING CAPACITY
OF COL. HOLE
H.DUTY WEDGELOCK CONN.
Ma = 3.5Kx9 " -21 "K
CONN.
Fe =(/2 =63
r,
2
Fn =Fy (.658 c )= 38 KsI
Pn= Fn .Ae = 22 K
25K
6 "K
8 "x5 "x3/8"
BASE PLATE
6.5 "K
3 PIN CONN.
TYPE "A"
Ac= V'Fy /Fe = .93
Ac<1.5
WEDGELOCK CONN.
TYPE "B"
BY G. OHANIAN
DATE. 10 -28 -10
SUBJECT
RAdK DENI(N Sc ENC INEERIN(1 do.
412 WET BROADWAY, SUITE #204
LENDALE, dA. 91204
TE14(818)240 -3810 FAX:(818)240 -3813
SHEET NO 5
JOB NO.. RD -15141
OVERTURNING
MOT = COL
.37 Kx Cx 160 °X.66 =78 K
MR = 2.5 Kx35 "= 87 "K
NO UPLIFT
LOAD TO DIAGONAL
P = .37 Kx2 x 54 = .83 K
COL 48
FY =55 Ksl
Ae =.26
rx =.48
Q =.74
L= 54"
Pa= 2.9K
CHECK WELDS
P°= (1_.01L)L.t.Fu =3.9K
fZ = 2..55
—0-= 1.5Kx2 = 3.0K
SIDES
CHECK SLAB
2500 — 1.1 °'
2200
V 158 =13"
.37K
1.1x144 = 158
M= (2. )2x2200x 2 x12 =573 "#
S= 12x5.52 = 60
6
573 = 10 <1.6V'2500 =80
60
25K 2.5K
x 1
M
35"
.37K
0
TOP LEVEL LOADING
0 W= .2 "11=1.2 K LOAD PER COL.
V= .20 K
MOT = •20Kx2 x144 " = 57 "K
COL
MR = 1.2Kx35 "= 42 "K
UPLIFT = 57-42 .42 K
BOTH SIDES TYP
x
t =.07"
2500#
5 1/2" CONCRETE SLAB
2800 PSI. CONC.
2200 PSF. SOIL
06 -30 -2011
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
DAVID HOLM
932 INDUSTRY DR - SUITE 210
TUKWILA WA 98188
RE: Permit No. D10 -297
730 ANDOVER PK E TUKW
Dear Permit Holder:
In reviewing our current records, the above noted permit has not received a final inspection by the City of
Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform
Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the
provisions of these codes shall expire by limitation and become null and void if the building or work authorized
by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work
authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 08/17/2011.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final
inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is
due to expire. Address your extension request to the Building Official and state your reason(s) for
the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is
determined that your extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and /or receive an extension prior to 08/17/2011, your permit will
become null and void and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
--ILO —4...._
Bill Rambo
Permit Technician
File: Permit File No. D10 -297
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
r
•
Citj (o TU b i
Jim Haggerton, Mayor
epartr i ; era of Community Development Jack Pace, Director
November 10, 2010
David Holm
932 Industry Dr — Suite 210
Tukwila, WA 98188
RE: Correction Letter #1
Development Permit Application Number D10 -297
Cribs 2 Bunks — 730 Andover Pk E
Dear Mr. Holm,
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 Building Department. At this time the
Fire, Planning, and Public Works Departments have no comments.
Building Department: Allen Johannessen at 206 433 -7163 if you have questions
regarding the attached comments.
Please address the attached comments in an itemized format with applicable revised plans,
specifications, and /or other documentation. The City requires that four (4) sets of revised plans,
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, please contact me at (206) 431 -3670.
Sincerely,
Re6,„L
Bill Rambo
Permit Technician
encl
File No. D10 -297
W:\Permit Center \Correction Letters\2010\D10 -297 Correction Letter #I.DOC
6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 o Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665
• •
Tukwila Building Division
Allen Johannessen, Plan Examiner
Building Division Review Memo
Date: November 10, 2010
Project Name: Cribs 2 Bunks
Permit #: D10 -297
Plan Review: Allen Johannessen, Plans Examiner
The Building Division conducted a plan review on the subject permit application. Please address the
following comments in an itemized format with revised plans, specifications and /or other applicable
documentation.
(GENERAL NOTE)
PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size).
(If applicable) Structural Drawings and structural calculations sheets shall be original signed wet
stamped, not copied.)
1. The plan shows only one egress door. Rollup doors do not qualify as means of egress door. For a
sprinkled building the travel distance exceeds 100 feet from the most remote point according to this
plan; 75 feet for non - sprinkled. If there are other egress doors, please show those doors. Otherwise an
additional egress door will be required where the common path of egress travel will not exceed 100
feet. (IBC 1014.3)
2. Specify the building construction type and indicate if this building is a sprinkled building. Typically
most of these buildings have an office area. Please clarify and show the office area if applicable.
Should there be questions concerning the above requirements, contact the Building Division at 206 -431-
3670. No further comments at this time.
•
PERMIT
PLAN REVIEW /R
TING SLIP
ACTIVITY NUMBER: D10 -297
PROJECT NAME: CRIBS 2 BUNKS
SITE ADDRESS: 730 ANDOVER PK E
Original Plan Submittal
X Response to Correction Letter # 1
DATE: 02 -01 -11
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTMENTS:
11 i ding Division
Public Works ❑
Fire Prevention
Structural
Planning Division
n
❑ Permit Coordinator 91
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
DUE DATE: 02-03-11
Complete Incomplete n Not Applicable ❑
Comments:
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
n No further Review Required
REVIEWER'S INITIALS:
DATE:
APPROVALS OR CORRECTIONS:
Approved 111 Approved with Conditions Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS: DATE:
DUE DATE: 03 -03 -11
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents/routing slip.doc
2 -28 -02
It2E tf •
/ 4ry
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D10 -297
PROJECT NAME: CRIBS 2 BUNKS
SITE ADDRESS: 730 ANDOVER PK E
X Original Plan Submittal
Response to Correction Letter #
DATE: 11 -02 -10
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTME TS:
dtldin lsion
Public Works
,4A qwc, a
Fire Prevention
Fire Prevention
Structural ❑
Planning Division
Permit Coordinator
El
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -04-10
Complete
Comments:
Incomplete
Not Applicable
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 ❑
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 12 -02 -10
Approved Approved with Conditions ❑ Not Approved (attach comments)
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections:
\ -10— 0
Bldg IR Fire ❑ Ping ❑ PW ❑ Staff Initials: (
Documents/routing slip.doc
2 -28 -02
• 1
City of Tukwila
Department of Community Development
6300 Southccntcr Boulevard, Suite 1(10
Tukwila. Washini.ton 98188
Phone: 306 - 431 -3670
Fax: 206-431-3665
Web site. http. //www.ci.ltrktrila.wa.tee
Steven Al Ahrllel, Alarm.
Sieve hancasier, Director
REVISION SUBMITTAL
Revision submittals roast be submitted in person at the Permit Center. Revisions will not he accepted through
the moil, fax, etc.
Date: 1
❑ Response to Incomplete Lcttcr 1!
® Response to Correction Lcttcr / _ 1
flan Check /Permit Number: D 1 0-297
❑ Revision # _ _ after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: Cribs 2 Bunks
Project Address: 730 Andover Pk E
Contact Person: awe— Phone Number: Zo — 730 - S'ZCo Z
Summary °of Revision:
RECEIVED
CITV OF TU
_F_EBA 1 BM
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by:
Entered in Permits Plus on 2.- 1 "C 1 .
lapplication:Olorm;- application. un Im rrt loon uhmn!ai
Created: 8 -13- 21)04
Revised.
rin
ti
4
6
U
0
EGRESS
1
d
102'
REVIEWED FOR
CODE COMPLIANCE
AP DnUED
FEB082011
Ccif of
BUILDING : VISION
STRUDI -BELT PALLET RACKING
LIGHTED EGRESS PATH
J
A
t7
1
I/7Z r' A
48" X 144'
A
98' -3"
48" X 144"
48" X 144 " IA 48" X 144"
A 48" X 144'
15'-3"
135'
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.
1' 7°7 ;C-"1 :—, i7r' „' :' i ' 17 ,.-' ' -' ,1-'1- ' 1P ---1
_ ia'ji
Lf iiED FOR:
: echanicai
Eiectricai
Piurnbing
. GQS Pipin
LEGEND
- CITY APPROVEb EGRESS LIGH'T'ING
FILE COPY
Permit No., —2 °1
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
of approved Field Copy and conditions is acknowledged
B
Date: �
2-g-4(
City Of Tukwila
BUILDING DIVISION
CORRECTION
b\O---197
RECEIVED
FEB 0 1 2011
PERMIT CENTER
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SCALE:
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DATE:
9/26/2010
DRAWING NO:
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SHEET NO.
1
OF SHEETS
1/8'
130TH SIDES TYP.
BRACING COr`NECTION DETAIL
FOR RACK TYPE "N'
.375R
(o oocS`o
2" TYP.
AS NOTED
3"
--1/8"
7/8" 1 5/8"
f
--3/4"
1 1/2 "(
.075 THK 1111/4"
SECT. A-A
FOR RACK TYPE "A"
LM2O
14GA ASTM A570 GR50
FOR RACK TYPE "A"
imam
SINGLE
embus
SECT. B -B
FOR RACK TYPE "A"
R1/8"
TYP,
5/8" DIA.
2 HOLES
3/8" THK.
AS NOTED • -
8'
BASE PLATE DETAIL
(2) -1/2 "0 ANCHOR BOLTS PER. BASE PLATE
3 -1/4" EMB., (SEE NOTE NO. 4)
FOR RACK TYPE "B"
6"
1"
12'
i "0 SAFETY LOCK
(1000# CAPACITY)
176-1°0 RIVET
ASTM A576 -90B
HOT - WROUGHT UNS
G10100 GRACE C -1010
LBC50
FOR RACK TYPE "A"
II
RACK TYPE "A"
5" BEAM FACE
INTERLAKE PALLET RACKING
MIM
3/8" THK
OR 1OGA
5/8" DIA.
2 HOLES
8"
--EH H1 /2"
FLOOR ANCHOR DETAIL
"§EE NOTES FOR SPECS
FOR RACK TYPE "A" & "B"
BASE PLATE DETAIL
FOR RACK TYPE "A"
5 1/2" BEAM
FOR RACK TYPE "B"
RACK DETAILS
SCALE: 4" = 1"
RACK TYPE "B"
52" BEAM FACE
STUDI -BILT PALLET RACKING
RACK ELEVATIONS
SCALE: 1 - P-0" z
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 SRO
OF THE APPROVED FABRICATOR #777 (E70XX ELECTRODES).
4. ALL ANCHORS SIMPSON STRONG BOLT WEDGE TYPE (ESR.1771) SPECIAL
INSPECTION IS REQUIRED.
5. CONCRETE SLAB 51" THICK 2,800 PSI, SOIL BEARING CAPACITY 21200 PSF.
6. STORAGE RACK CAPACITY 2,000 #/ 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 (2,000 #/ LEVEL).
8. STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM
THE VERTICAL OF i" IN 10' -0" OF HEIGHT.
9. THE CLEAR. SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES
BETWEEN THE TOP 0 THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR.
FIRE PROTECTION NOTES:
1. SPRINKLER DENSITY IS .325GPM OVER 2,500SQ FT.
2. SPRINKLER HEAD TEMPERATURE IS SET AT 265 °F.
3. STEEL PARTS AND WOODEN FURNITURE STORED IN CARDBOARD BOXES,
NON- ENCAPSULATED.
4. TOP OF STORED PRODUCT NOT TO EXCEED 20' -0''.
5. APPROXIMATE CEILING HEIGHT 23' -9".
EXITING NOTES:
1. EXTERIOR DOORS ARE 3' SWING TYPE WITH LOCKING KNOB WHICH REQUIRES
NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN.
REVIEWED FOR
CODE COMPLIANCE
fi. (d
City of Tukwila
BUILDING nivi,S;nN
Dto) 4297
RECEIVED
NOV 02 2010
PERMIT CENTER
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