HomeMy WebLinkAboutPermit D13-180 - PROVIDENCE INFUSION & PHARMACY - TENANT IMPROVEMENTPROVIDENCE
INFUSION & PHARMACY
3333 S 1210 PL
D13-180
City okukwila
a
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-431-2451
Web site: http://www.TukwilaWA.gov
DEVELOPMENT PERMIT
Parcel No.: 1023049079
Address: 3333 S 120 PL TUKW
Suite No:
Project Name: PROVIDENCE INFUSION & PHARMACY
Permit Number: D13-180
Issue Date: 06/12/2013
Permit Expires On: 12/09/2013
Owner:
Name: SABEY CORPORATION
Address: 12201 TUKWILA INTL BLVD , 4TH FLOOR 98168
Contact Person:
Name: MIKE SORENSON
Address: 1100 SW 7 ST , RENTON WA 98057
Contractor:
Name: NORTH WEST HANDLING SYSTEMS INC
Address: 1100 S.W. 7TH STEET , RENTON, WA 98055
Contractor License No: NORTHWH275JF
Lender:
Name: N/A - SELF FUNDED BY TENANT
Address: ,
Phone: 206 818-4488
Phone: 206 255-0500
Expiration Date: 10/09/2013
DESCRIPTION OF WORK:
SUPPLY AND INSTALL PALLET RACKING.
Value of Construction: $0.00 Fees Collected: $464.52
Type of Fire Protection: SPRINKELRS International Building Code Edition: 2009
Type of Construction: Occupancy per IBC: 0025
Electrical Service Provided by: SEATTLE CITY LIGHT
**continued on next page**
doc: IBC -7/10
D13-180 Printed: 06-12-2013
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 and e
governing this work will be complied
N
N
N
Number: 0
Start Time:
Volumes: Cut 0 c.y.
Size (Inches): 0
End Time:
Fill 0 c.y.
Start Time: End Time:
Private:
Profit: N
Private:
The granting of this permit does not pres
construction or the performance of work.
to this permit.
Signature:
Print Name:
Public:
Non -Profit: N
Public:
Date: tr 1 /
d this permit and know the same to be true and correct. All provisions of law and ordinances
hether specified herein or not.
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
/q4.- �IMJCy7
Date: /�� 3
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 CONDMONS***
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
D13-180 Printed: 06-12-2013
6: All rack storage requires a separate pe sued through the City of Tukwila Permit Ce Rack storage over 8 -feet
in height shall be anchored or braced to pre�[t overturning or displacement during seismients. The design and
calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State
of Washington.
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.
9: ***FIRE DEPARTMENT CONDITIONS***
10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
11: Clearance between ignition sources, such as light fixtures, heaters and flame -producing devices, and combustible
materials shall be maintained in an approved manner. (IFC 305.1)
12: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following
methods is required for steel building columns located within racks: (a) one-hour fire proofing, (b) sidewall sprinlder
at the 15 foot elevation of the column, (c) ceiling sprinlder density minimums as determined by the Tukwila Fire
Prevention Bureau. (NFPA 13)
13: Storage shall be maintained 2 feet or more below the ceiling in nonsprinldered areas of buildings or a minimum of 18
inches below sprinlder head deflectors in sprinklered areas of buildings. (IFC 315.2.1)
14: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be
maintained.
15: 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 #2328)
16: 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 #2328) (IFC
104.2)
17: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1
foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor
level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point
of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination
uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4)
18: 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)
19: 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)
20: 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)
21: 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)
22: 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
doc: IBC -7/10
D13-180 Printed: 06-12-2013
hazard posed indicates the need for placemaway from normal paths of travel. (IFC 906.5
23: Fire extinguishers require monthly and yearly inspections. They must have a tag or labe 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)
24: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and
#2328)
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
D13-180 Printed: 06-12-2013
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Permit No. , . b
Project No. I
Date Application Accepted: O 12
Date Application Expires: 1 111122_ it
For o ice use onl
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
SITE LOCATION
? King Co Assessor's Tax No.: 102 304 ‘D11
Site Address: 33 3 > S. 1 d?0 ° PL. 13 las, 3 Suite Number: / Floor: /
Tenant Name: iP' r o v, den 62 I n fTi s -r1 ail + New Tenant: [r- Yes ❑ ..No
pha r-ri a.c7 Se,v
PROPERTY OWNER
/' /
Name: j -I, �; 1 nievery C4S� !wt.- C
Address:1ga°) Tot iv,`lilp://
n ?: l Po • 4/0,,,
City:_t_�ki14 State: 1 ^, Zip:9g/68
CONTACT PERSON — person receiving all project
communication
Name: ,/ u_ S rerSop►,
Address: it 0 O j W 7 6 f.-.
City: R2nTzn State: brk Zip:?g.QI7
Phone:06
-8/ g_iiii Fax:L/95,427/-,;47
Email: M S0 r_.,a4so, e 644 1.1 4 CO,ri
GENERAL CONTRACTOR INFORMATION
Company Name/jO1 ( i�L /74,11,
V / fT� / � , 57 540,S
Address:(1G0 � In/<..7.,
7 � SA
City: R eil/ State: ^ Ziip::� p0 7.
Phone:
YaS•02.SS•0 0 Fax :Iitasag'O `4,6
Contr Reg No. Q i 97 y Ixp Date:. /6/1,A3 3
Tukwila Business License No.:130c ,_ Q
9q3 047
H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-1I.docx
Revised: August 2011
bh
HITECT OF RECORD
4,
Company Name:Ri& '1\,. s;�h ; �
IJ"�
�f 1
Engineer Name: 6_6.t`
Company . e:
City: .,l2vtd_G(e.,
State:A Zip?,a,y
Phone:. -Y 3wo Fax:vg? ...?,g."
Architect Name:
v
Address:
State:
City:
State:
Zip:
Phone:
Fax:
Er•.1I:
ENGINEER OF RECORD
4,
Company Name:Ri& '1\,. s;�h ; �
IJ"�
�f 1
Engineer Name: 6_6.t`
Address: Lag_
/ w , S /_ 490 v
City: .,l2vtd_G(e.,
State:A Zip?,a,y
Phone:. -Y 3wo Fax:vg? ...?,g."
Email:
v
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:
s-' -•
/`"-
�-c�
Address:
City:
State:
Zip:
Page 1 of 4
• •
BUILDING PERMIT INFORMATION — 206-431-3670
Valuation of Project (contractor's bid price): $ /O, Q7Q'O Existing Building Valuation: $
Describe the scope of work (please provide detailed information): Surf 1. ' j S (( (,),(co- r -or �t, P(p
SPA 44 61, £K91 Dtr(',, frdret..ir [�ar- (4(� `oG•(,�ro,s
.S�2cr�CG7Y�/1r�
Co0�..tod /n�rr►.4�:c..,y bjcAti t� lit✓✓h�� �'` an',Cn 4 •
•
Will there be new rack storage? ErYes
❑.. 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 E No If "yes", explain:
FIRE PRCTION/HAZARDOUS MATERIALS:
Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 12"--..-- No
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
0 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\201 1 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
bh
Page 2 of 4
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
In Floor
(a.D1o00
1?,sc9'
rd 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 E No If "yes", explain:
FIRE PRCTION/HAZARDOUS MATERIALS:
Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 12"--..-- No
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
0 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\201 1 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
bh
Page 2 of 4
PERMIT APPLICATION NOTES —
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT 1 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 HO' ` :"AGENT:
Signature:
_�
re SOr► Day Telephone: c266 ` SY& " LigOr)
Print Name:
Date: -5.--/07(3'
Mailing Address: //Pe, SW Revt2i7
H:\Applications\Fornts-Applications On Line120I I Applications\Permit Application Revised - 8-9-1 I.docx
Revised: August 2011
bh
(AIR- 9Ro5-
City
State Zip
Page 4 of 4
Oil •
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206-431-3665
Web site: http://www.TukwilaWA.gov
RECEIPT
Parcel No.: 1023049079 Permit Number: D13-180
Address: 3333 S 120 PL TUKW Status: APPROVED
Suite No: Applied Date: 05/22/2013
Applicant: PROVIDENCE INFUSION & PHARMACY Issue Date:
Receipt No.: R13-01874 Payment Amount: $283.30
Initials: JEM Payment Date: 06/12/2013 03:13 PM
User ID: 1165 Balance: $0.00
Payee: MICHAEL J SORENSON
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA
Authorization No. 021318
ACCOUNT ITEM LIST:
Description
283.30
Account Code Current Pmts
BUILDING - NONRES
STATE BUILDING SURCHARGE
000.322.100 278.80
640.237.114 4.50
Total: $283.30
.dnn• Dn,- ;. +_f L:
Printed06-12-2013
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206-431-3665
Web site: http://www.TukwilaWA.gov
RECEIPT
Parcel No.: 1023049079 Permit Number: D13-180
Address: 3333 S 120 PL TUKW Status: PENDING
Suite No: Applied Date: 05/22/2013
Applicant: PROVIDENCE INFUSION & PHARMACY Issue Date:
Receipt No.: R13-01699
Payment Amount: $181.22
Initials: JEM Payment Date: 05/22/2013 09:22 AM
User ID: 1165 Balance: $283.30
Payee: MICHAEL J SORENSON
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA
Authorization No. 052212
ACCOUNT ITEM LIST:
Description
181.22
Account Code Current Pmts
PLAN CHECK - NONRES
000.345.830 181.22
Total: $181.22
.1 .... o......:..a nc
Printed: 05-22-2013
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451 I(
Project:
Type of Inspection:
Address: mac,,
3333 12,0 -PL
Date Called:
Special Instructions:
Date Wanted:
—c-a-.113,`"� Z ._,(3
. p.m.
Requester:
Phone I1:41
/
"" 4``f c2
Approved per applicable codes. LJ Corrections required prior to approval.
COMMENTS:
1
7
Ins : ector:
n REINSPECTION FEE ' EQUIRED. to next inspection. fee must be
Date
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451
Project:Type
ru.),.' CL__
of Inspection:
K��
� . i z
.
Ad ress: *� l --t
-i313/ t.�0_ i
Date Called:
Special Instructions:
DateWanted•
b—Z,
-� %
,—a—i41�
p.m.
Requester:
Phone No:
pproved perapplicable codes.
LJ Corrections required prior to approval.
COMMENTS:
DI A-- •
() k)
JO -Pp m %: N
StA
r -
r N c L ----
1
Inspector:
A.67
Date ?
n REINSPECTION FEE�REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451
Pro' t:
ToL/ Xe -4..(./('
Typ .of Inspec 'on:
b -4 •,l L. '16
ASI res5 53 I7s.
.
PL
Date Called:
Special Instructions:
t'' c
�7 --lo � 1 r �
Date Wanted:Ci " G /
a m
p.m,.,
VC -11:
Requester:
Phone No:
QApproved per applicable codes. Corrections required prior to approval.
COMMENTS:
()C c(0 Jam,1 -1( s` t\s
Inspector:
�t q
n REINSPECTION FEE REQUIRED. ''rior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
013
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
ProjectATyp
Sprinklers:
Date: ‘126/45
Hrs.:
of I ection:
Address: 3 3 3
.- (a, --
e /
Contact Person:
Suite #: 100
Monitor:
Pre -Fire:
'
Special Instructions:
--
Permits:
Phone No.:
V—Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
- W
v Nes
Needs Shift Inspection:
Sprinklers:
Date: ‘126/45
Hrs.:
,
Fire Alarm:
Hood & Duct:
;
Monitor:
Pre -Fire:
'
--
Permits:
Occupancy Type:
•
.
•
Inspector: i!(/1
,� s-
Date: ‘126/45
Hrs.:
,A)
$100.00 REINSPECTIONTEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form.Doc
T.F.D. Form F.P. 113
N0RTHWEST
HANDLING SYSTEMS, I N C.
The Material Handling Experts
•
Pr'LE
1100 SW 7th St
Renton, WA 98057
(425) 255-0500 ph
(425) 228-6946 fax
Py
ATTENTION FIRE AND BUILDING DEPARTMENTS
RACK INFORMATION SUPPLEM VIEWED FOR
CODE COMPLIANCE
SITE ADDRESS: 3333 S. 120th PL. Bldg. #3 APPROVED
TENANT NAME: Providence Infusion 8 Pharmacy Services MAY 3 0 2013
DATE: May 15, 2013 City of Tukwila
APPLICANT: Mike Sorenson / (206) 818-4488 BUILDING DIVISION
1. Load application and rack configuration drawings attached.
2. Attached plans detail the rack locations, dimensions, and specifications. Attached plans
detail the building/site plan.
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: Pharmacy supplies; liquid nutritional supplements, liquids stored in IV
bags, IV catheters, infusion pumps, etc.. All items packaged in cardboard boxes on wood
pallets with wire mesh/open rack decking.
6. Sprinkler System Information: .39/5600 286 degree 3/4" heads
7. Smoke and heat vents: In place.
8. Building egress and exits indicated on attached drawings.
RECEIVED
CITY OF TUKWILA
MAY 2 2 2013
PERMIT CENTER
BY " G. OHANIAN
DATE . 4-23-13
SUBJECT
RAdK DEMI( N & ENOINEERINCt do.
412 WET BROADWAY, BUITE #204
dLENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO. 1
JOB NO.. RD -16677
STRUCTURAL CALCULATIONS OF STORAGE
RACKS FOR:
PROVIDENCE INFUSION PHARMACY SERVICES
3333 SOUTH 120th PLACE, BLDG. 3
TUKWILA, WA 98168
PER IBC 2009 EDITION
SECTION 2208
STORAGE RACKS CAPACITY:
3500 # / LEVEL, 1000 # AT HAND STACK LEVELS
100 # / LEVEL AT SHELVING
CALCS. 1 THRU 6
DRAWINGS: RD -16677
EXPIRES 12-26-13
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAY 3 0 2013
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
MAY 2 2 2013
PERMIT CEN R
�1J I�V
BY - G. OHANIAN
DATE . 4-23-13
SUBJECT
RAdK DEOICN & EN(4INEERIN( CO.
412 WET BROADWAY, OUITE #204
dLENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO. 2
JOB NO.. RD -16677
0
0
TYPE "A"
BEAM
SEISMIC DESIGN
Spsxl
V- _ Rx 1.4 xW
42" 1 42"
SIDE VIEW
42"
/p
LOAD PER BEAM + 25% IMPACT LOAD
(3.5 Kx.88)+(1.75 K x.25) = 3.5= 1.75 K
Ix=1.63 2 -
BEAMS
M= 8 =21 "K
S R= .64<.77
4
A 384.1 L =.42"< 180 = •53"
x E
Sx =.77
FY= 55 KSI.
IBC 2009 (SEC. 2208), RMI SPECS.
ASCE 7-05 (SEC. 15.5.3)
SDs =1.00 (USGS WEB SITE, "SITE CLASS D")
1=1 NO PUBLIC ACCESS
R=6 MOM. CONN.
R=4 BRACED
W=D.L.+ 3 PALLET LOAD
LOAD PER COL. = (2x1.0 K)+(2x3.5K) -4.5 K
2 COL.
P=.2 DL+ (4.5Kx0.75)=3.6K
W=.201:+ (4.5PL(0.67)= 3.2 K
L= K
ONGIT. •38
V = .57K
TRANS.
96"
TYPE "B"
Conterminous 48 States
2009 International Building Code
Latitude = 47.493574
Longitude = -122.290587
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 Sa
(sec) (g)
0.2 1.494 (SMs, Site Class D)
1.0 0.773 (SMI, Site Class 0)
Conterminous 48 States
2009 International Building Code
Latitude = 47.493574
Longitude = -122.290587
Design Spectral Response Accelerations SDs
and SDI
SDs = 2/3 x SMs and SD1 = 2/3 x SM1
Site Class D - Fa = 1.0 ,Fv = 1.5
Period So
(sec) (g)
0.2 0.996 (SDs, Site Class 0)
1.0 0.515 (SD1, Site Class D)
LONGIT. SEISMIC
15K
10K 3.9"
08K 3.4"K
05K 4.3"K
38K
9.2 "K
3 9.K
3.4'K
4.3"K
9.2"K
BY ' G. OHANIAN
DATE . 4-23-13
SUBJECT
RACK DEIN & ENdINEERINcc CO.
412 WET BROADWAY, pUITE #204
LENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO 3
JOB NO.. RD -16677
COLUMN ANALYSIS
3"
x-
- - x
t=.o70" p
COMBINED STRESS RATIO
Pex (2 = 38.0
ax=1 ncP = .83
Pex
Fy=55 KSI
Ae=.62
I x=.95
S0=.6
rx=1.2
ry=1.1
Oc=1.8
Ob=1.67
Cmx=.85
BASE PLATE
ANCH. TENSION = 0
ANCHOR SHEAR = .19 K
rx
KL=50x1.
1.7 -71
.2
KL =TT =47
Y
Mn=Se .Fy= 35
Qc.P+Ob.Cmx.M = .73<1
P„ Mn.ax
(2)-1/2"0 ANCHORS PER BASE PL., 3 1/4" EMB.
HILTI KWIK BOLT -TZ ESR -1917
SPECIAL INSPECTION IS REQUIRED
MOMENT AT BEAM CONNECTION
2
Fe=(KLj2=58
rx
2
F n=F y(.658 c )=37 KSI
Pn= F,, .Ae = 23 K
3.6K 9.2" I
X=N/Fy/Fe = 0.97
Ac<1.5
7 3/4"x5"x3/8"
BASE PLATE
.5x.07x 1x65=2.3 K BEARING CAPACITY
OF COL. HOLE 4.3 _K
7/16"0 RIVET
A = .1 Fy = 79 KSI
Pa = .1x79x.4 = 3 K
6.8"K
Ma = (2.3 Kx4")+(1.1 Kx2") = 11.4 "K 3 PIN CONN.
CONN.
MEND.01XW12= 1-1-K
M- 6.8K M -7.9"K
SEISMIC TOTAL
6.8.K
9.2 '
6"
} 7 3/4" 1
• BY ' G. OHANIAN RAdK DE$IUN & EN(dINEERIN(1 do.
DATE . 4-23-13
SUBJECT
412 WET BROADWAY, QUITE #204
LENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO 4
JOB NO.. RD -16677
OVERTURNING
MOT =.57I&2 x 184"x0.66 =139 "K
COL.
MR = 3.6Kx42"= 150"K
NO UPLIFT
LOAD TO DIAGONAL
P = .57 Kx coOx 42 = 1.5 K
FY =55 KSI
A=.29
rx =.46
L= 46"
Pa= 2.71(
CHECK WELDS
Pn= (1_ .OlL)L.t.Fu = 5.36K
fZ= 2.55
= 2.1 K x2 — 4.2K
SIDES
CHECK SLAB
3600 = 3.60'
1000
.57 K
3.6x144=518
15 8=23"
M= (1'2 )2x 1000x 2 x12=12664
S= 1\2x62/= 72
6
1260 = 18 <1.6V'2500 =80
72
3.6K 36K
iI 1l 71 1
X
k
.57K
a
co
I0
42"
TOP LEVEL LOADING
W= 0.2DL+1.75LL=1.95K LOAD PER COL.
V= .34 K
MOT = .34 Kx2 x158 = 107 "K
COL.
MR = 1.95 Kx42"= 82"K
UPLIFT = 10 42„82"K= 59 K •
BOTH SIDES TYP.
1/8 '1
1/2"
t=.o6"
3600 #
6" CONCRETE SLAB
2500 PSI. CONC.
1000 PSF. SOIL
BY ` G. OHANIAN
DATE . 4-23-13
SUBJECT
RAdK DEOI N & EN(INEERINd do.
412 IT BROADWAY, QUITE #204
ENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO. 5
JOB NO.. RD -16677
60"
f
SHELVING
LOAD PER COLUMN
LOAD PER COL. = 5x.1 K =.25 K
2 Coy.
P=.1 DL+ (.25K X.75) =.28K
W=.1 DL+ (.25KX.67) = .26 K
V= .03 K
COLUMN ANALYSIS
t=0.o9"
Fy=36 KSI
A=.36
— X Smin..1
I min..07
rmin..33
=
cow
N-
18"
t T
SIDE VIEW
LONGIT. SEISMIC
KL = 24x1.7 =123
r .33
Mn=Se.Fy= 3.6
.03 K
COMBINED STRESS RATIO
Pex—_ E.Ix —12 Oc=1.8 f2c.P+Ob.Cmx.M _.24<1
(KL) 2 Pn Mn.ax
fZcP _ C2b=1 .67
ax=1— Pex .95
Cmx=.85
OVERTURNING
= .03 Kx2x72"x.66 = 2.8 "K
MOT
MR = .28K x18"= 5.0"K NO UPLIFT
2
Fe= (KLj2= 19
rx
0
Ac = JF),/Fe = 1.4
x2
Fn=Fy(.658 c )=16 KSI Ac<1.5
Pn=Fn.Ae =5.8K
BY ' G. OHANIAN RAdK DEOIGN & ENC INEERINC4 do.
DATE . 4-23-13
SUBJECT
412 WET BROADWAY, 0UITE #204
LENDALE, CA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO. 6
JOB NO. RD -16677
BASE PLATE
T =0
ANCHOR SHEAR =.03K
(1)-3/8"ID HILTI KWIK BOLT—TZ ANCHOR
PER BASE PL., 2" EMB., ESR -1917
SPECIAL INSPECTION IS REQUIRED
MOMENT AT BEAM CONNECTION
36+.36=.72"K
McoNN.=
Ma=36x.4x.09x.32x2"=.83-K
.28K
L-1 1/2"x1 1/2"x3/16"
BASE PLATE
5/16"
t=0.09" (13 GA.)
FY= 36Ksi
.36 'K
itiERNiiT COORD COPIA\
PLAN REVIEW/ROUTING SLIP
ACTIVITY NUMBER: D13-1.80 DATE: 05/22/13
PROJECT NAME: PROVIDENCE INFUSION & PHARMACY
SITE ADDRESS: 3333 S 120 PL
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # after Permit Issued
DEPARTMENTS:
ing hitiG
Division
Public Works
Fire Prevention
Structural
11
Planning Division
❑ Permit Coordinator ❑
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete x,
Incomplete ❑
DUE DATE: 05/23/13
Not Applicable ❑
Comments:
Permit Center:Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials:
TUESITHURS ROUTING:
Please Route Xi Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 06/20/13
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only,
CORRECTION LETTER MAILED:
Departments issued corrections:
Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials:
Contractors or Tradespeople Paler Friendly Page
General/Specialty Contractor
A business registered as a construction contractor with L&I 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 SYS INC UBI No. 600051641
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 Date 10/9/2013
Zip 980552939 Suspend Date
County King Specialty 1 General
Business Type Corporation Specialty 2 Unused
Parent Company
Business Owner Information
Name
Role
Effective Date
Expiration Date
FRANCK, JAMES JEROME
President
01/01/1980
Amount
KOSTY, CLARK RANDOLPH
Treasurer
01/01/1980
6302C242044TIA12
THOMAS, KEVIN A
10/01/2013
01/01/1980
09/28/2011
Bond Information
Page 1 of 1
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
$12,000.00
10/09/2001
Assignment of Savings Information No records found for the previous 6 year period
Insurance Information
Insurance
Company Name
Policy Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Amount
Received Date
32
Travelers
Indemnity Co of
Ame
6302C242044TIA12
10/01/2012
10/01/2013
$1,000,000.00
09/26/2012
31
Valley Forge Ins
Co
4015483385
10/01/2011
10/01/2012
$1,000,000.0009/27/2011
30
INATIONAL FIRE
ADV4015483385
10/01/2010
10/01/2011
$1,000,000.0009/20/2010
29
ACE AMERICAN
INS CO
PMDG24651605002
10/01/2008
10/01/2010
$1,000,000.0009/30/2009
28
ACE AMERICAN
INS CO
PMDG23858769
10/01/2007
10/01/2008
$1,000,000.0009/28/2007
27
ACE AMERICAN
INSURANCE
COMPANY
PMDG22904279
11/01/2006
11/01/2007
$1,000,000.0010/27/2006
Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period
Warrant Information No unsatisfied warrants on file within prior 6 year period
Infractions/Citations Information No records found for the previous 6 year period
httns://fortress.wa. aov/lni/bbio/Print. asnx
06/12/2013
BOTH SIDES TYP.
t=3/8
(2)-1/2"0 ANCHORS PER BASE PLATE
3 1/4" EMB., (SEE NOTE NO. 4)
BASE PLATE DETAIL
BRACING DETAIL
7/16"0 RIVET
ASTM A576 -90B
HOT—WROUGHT UNS
G10100 GRADE C-1010
t=3/16"
2 3 PIN CONNECTION
TH'K=0.09"
SEPARATE PERMIT
REQUIRED FOR:
Mechanical
Electrical
Plumbing
Gas Piping
City of Tukwila
BUILDING DIVISION
ROW SPACER
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAY 302013
City o
BUILDIN
Tu ila
VISION
COLUMN
TH'K=0.07"
5/16"0 BOLT
LOCKING PIN
t=3/16"
3/8"0 ANCHOR
BOLT 2" EMB.
FILE COPY
Permit No.
Pian 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 ' Issued:
LOCKING PIN
(1)-3/8"0 ANCHOR BOLT PER BASE PLATE
2" EMB., (SEE NOTE NO. 4)
By
Dais 6
City OrIUkwila
BUILDING DIVISION
BASE PLATE DETAIL.
0
u)
96"
3500 #
47 BEAM
3500 #•
4" BEAM
1000 #
2 1/2" BEAM
1000 #
00
00
2 1/2" BEAM
'PC" CONNECTOR
42"
1
(6,
'WB" FRAME CONNECTOR.
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
NOTE: : Revisions will require a new pian submittal
and may include additional plan review fees.
1
96"
1
r
d
r
42"
3
3
1
AMP
SHELVING
42"
42"
r
r
3
3
d
r
1
3
r
4
d
r
s
SPECIAL INSPECTION FOR STORAGE RACKS
(OVER 8 FEET)
Periodic special inspection is required during the
anchorage of access floors and storage racks 8 feet
or greater in height in structures assigned to
Seismic Design Category D, E or F.
IBC 1707.5 and
TABLE 1704.4 (4) Inspection of anchors installed
in hardened concrete.
NOTES:
1—DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS
AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS
OF THE INTERNATIONAL BUILDING CODE 2009 EDITION, SECTION 2208
2 -STEEL FOR ALL SHAPES FY=55 KSI. ASTM A1011 GR.55 (EXCEPT AS NOTED)
3—NO FIELD WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN THE SHOP
OF THE APPROVED FABRICATOR #00777 (E70XX ELECTRODES)
4—ALL ANCHORS HILTI KWIK BOLT—TZ ESR -1917
SPECIAL INSPECTION IS REQUIRED
5—CONCRETE SLAB 6" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF
6—STORAGE RACK CAPACITY: 3500 #/ LEVEL, 1000 #/ LEVEL AT HAND STACK LEVELS
100 #/ LEVEL AT SHELVING
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 (SEE NOTE NO. 6)
8—STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE
VERTICAL OF 1/2" IN 10'-0" OF HEIGHT
9—THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES
BETWEEN THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR.
10—STORAGE RACK AREA NOT OPEN TO PUBLIC, EMPLOYEE ACCESS ONLY
RECEIVED
CITY OF TUKWILA
MAY 2 2 2013
PERMIT CENTER
I/22 \,<Z0
TYPE
SIDE VIEW
TYPE "
!!
SIDE VIEW
RACK DESIGN AND ENGINEERING
412 WEST BROADWAY, SUITE #204, 6LENDALE, CA. 91204
SCALE: NONE
DATE: 4-23-13
DRAWN BY: _.v.s:N
PROJECT:
PROVIDECE INFUSION & PHARMACY SERVICES
3333 SOUTH 120th PLACE, BLDG. 3, TUKWILA, WA. 98168
STORAGE RACK DETAILS
JOB NO.
RD -16677
SHEET NO.
1 EXPIRES 12-26-13
SHEET NUMBER
SOLD PUBLISHED OR OTHERWISE USED WITHOUT THE PRIOR
ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS
WRITTEN CONSENT OF NORTHWEST HANDLING
W o O
o'aoo
(f) o
= 1
Qto
N
ON
in
0 Lij
z d -
W
U
(n
w
0
P-4
Z
W
Z
0_
M - `s
ow
O Y,
1.-71-3.m
W Z
LIJ
cn cn o o
DRAWING NUMBER
D— 1
INTAKE
PHARM.
ORDER ENTRY
(OE)
CONVEYOR BELT
CYCLE
FILL
CYCLE
FILL
NORTH
SITE MAP
3333 S, 120th Place
Tukwila, WA 98168
E
NORTH PLAN VIEW
1111.021 -6 SIM
wie.A/i1 T1UWmoro IU
REFRIGERATOFFSPiar ODOR 5, IC.
1,6318 F 00.131118E130011SUIC
WYE3I0o0G501U
__-- RORK5.7.1367:14-5 0.110.
MOBILE CART OV 9.3361ES IMS..16.5111
H WAIF. W1.51.5 U.
11.11G WIRE StiELFW I COSSERS W U011 SITT®Y SIU
6174IW6E 511131IN.WTSUIG
SHELF 73110( VI, SO110..100 51133. SINDAES S. I 0.
MISR CI SAFE SO. G.
MYifw6E NM. WWISIMON Sr.,' 5111C
T6t3pE Fa.15bH.ET5U1G
MSS 111.111 #MICTSolt
w55TlwleavCET®COLIC ERleT.1rsoIC
BUILDING KEY
Iv\ �a.
E
NORTH
)25
073
QUARAN-
TINE
r
i
036
NNN.
3 -DOOR
REFRIGERATOR
(. I.O ),
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAY 302013
7
City of Tukwila
BUILDING DIVISION
PURCHASING
-Eh
PURCHASING
ASSIST.
TYPE
42X96
42X96
42X96
42X96
TYPE "1 "
TYPE
„2„
ti
42X96
42Xg6
42X96
42X96
TYPE
2
I}67
IIIIIIIIII
Nom"
MEM Mi
NMS
NMI MK
ME UMW
UPS COUNTER
UNIVERSAL
WASTE
42X96
42X96
TYPE
6"
TY
„3„
E "1"
42X96
42X96
42X96
42X96
9-6„
TYPE
42X96
42X96
42X96
42X96
FINISHED Jr TYPE
PRODUCT
OUTGOING —\\
TYF4 E
„2„
42X96
42X96
42X96
42X96
15'
TYRE
9'-6„
„ 2 „
14'
067
11/
RECEIVING
DESK --lit
070
42X96MIN 111111M1 11111111111/ MEINM MN ME NM
N®NIN MEI MIN
Mit MEI NM MI
NM NM ME NMI
NN®NN■ MEI MEM
42X96
42X96
TYPE "2"
—6"
42X96
42X96
42X96
42X96
TYPE "1 "
W
E
NORTH
PLAN VIEW
bk6m5'160
RECEIVED
CITY OF TUKWILA
MAY 2 2 2013
PERMIT CENTER