HomeMy WebLinkAboutPermit D08-190 - THE FARWEST GROUP - STORAGE RACKSTHE FARWEST GROUP
12668 INTERURBAN AV S
D08 -190
Parcel No.: 2716000030
Address: 12668 INTERURBAN AV S TUKW
Suite No:
City Tukwila
Tenant:
Name: THE FARWEST GROUP
Address: 12668 INTERURBAN AV S , TUKWILA WA
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
Owner:
Name: RREEF AMERICA REIT II CORP/
Address: PO BOX 4900 #207 , SCOTTSDALE AZ 85261
Phone:
Contact Person:
Name: CHAR HEATON
Address: 12268 INTERURBAN AV S , TUKWILA WA 98168
Phone: 206 622 -6955 X 162
Contractor:
Name: BEYERS CONSTRUCTION INC
Address: 6920 HEIGHTS PL SW , SEATTLE WA 98136
Phone: 206 932 -9472
Contractor License No: BEYERCI142JC
DEVELOPMENT PERMIT
DESCRIPTION OF WORK:
INSTALLATION OF 1/2 BAY OF RACKS /SHELVING AND BOLT TO CONCRETE FLOOR
doc: IBC - 10/06
* *continued on next page **
Permit Number: D08 -190
Issue Date: 04/25/2008
Permit Expires On: 10/22/2008
Expiration Date: 03/08/2009
Value of Construction: $0.00 Fees Collected: $66.87
Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006
Type of Construction: Occupancy per IBC:
D08 -190 Printed: 04 -25 -2008
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant: N Number: 0
Flood Control Zone:
Hauling: N Start 'lime:
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
The grantin• •f this permit does not pres
constructi•n or •erformance of work.
Signatur:
doc: IBC -10/06
City 60Tukwila
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
N
Volumes: Cut 0 c.y.
Permit Number:
Issue Date:
Permit Expires On:
Size (Inches): 0
End Time:
Fill 0 c.y.
Start Time: End Time:
Private:
Profit: N
Private:
Public:
Non - Profit: N
Public:
Date: f
D08 -190
04/25/2008
10/22/2008
ed this permit and know the same to be true and correct. All provisions of law and ordinances
whether specified herein or not.
give authority to violate or cancel the provisions of any other state or local laws regulating
uthorized to sign and obtain this development permi
Print Name: 2,JZYA_A Cy( -r_?
Date:
This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended
or abandoned for a period of 180 days from the last inspection.
D08 -190 Printed: 04 -25 -2008
Parcel No.: 2716000030
Address:
Suite No:
Tenant:
THE FARWEST GROUP
1: ** *BUILDING DEPARTMENT CONDITIONS * **
8: ** *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
12668 INTERURBAN AV S TUKW
PERMIT CONDITIONS
Permit Number:
Status:
Applied Date:
Issue Date:
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: 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: Manufacturers installation instructions shall be available on the job site at the time of inspection.
D08 -190
ISSUED
04/14/2008
04/25/2008
6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431- 3670).
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.
9: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
10: 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)
11: 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)
12: 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)
13: 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)
D08 -190 Printed: 04 -25 -2008
•
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
14: 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)
15: Storage height to not exceed 12 ft. or existing sprinlder system density must be increased.
16: 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)
17: 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)
18: 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- 8.6.5.3.3)
19: All new sprinlder systems and all modifications to existing sprinlder 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)
20: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
21: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
22: 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
* *continued on next page **
D08 -190 Printed: 04 -25 -2008
Signa
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and
this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work
construction or the performance of work.
Print Name: 2bN1dv� L.A/
doc: Cond -10/06
D08 -190
Date:
•
ordinances governing
or local laws regulating
Printed: 04 -25 -2008
SITE LOCATION
d�j- , / p �,✓l ,1 King Co Assessor's Tax No.:
Site Address: /246 D /% / atez," fN diehi s. Suite Number: Floor:
Tenant Name: 7fi O � /�
Property Owners Na//me: r /e.„4-
Mailing Address: /C�7eQD � e /
dy to be issued
CONTACT PERSON - w da w con
your permit is r
Name: c!,
Mailing Address: 2-6 6 ,L ‘)76-'re./..46.
E -Mail Address: (J /?e a / & /2,/i1
� /�
Company Name: � L- � -�'
Mailing Address: 6 .2e) ll'
Contact Person:
E -Mail Address:
CITY OF TUKWIL,
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.ci.tukwila.wa.us
Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Plumbing /Gas P
Public Works Permit No.
Project No.
Building Pert,_
Mechanical Permit No.
ertnit No.
(For
207 11,0
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**
A'f'1
New Tenant: El .... Yes g.No
1 GD 2, ' ./f 1/14w 7 z1/14—
441/:° 7 " / 4 I 61 'S AL tate 9
Day Telephone: ..2.6‘ - Zug-2— -
vG f G-,1
City State Zip
Fax Number: b —,.7
GENERAL, CONTRACTOR INFORMATION -
(Contractor Information for.Mechanical (pg 4) for Plumbing and Gas Piping (pg
Contact Person: „e1-
E -Mail Address:
Contractor Registration Number: ,5 i //9 / t/G
City State Zip
Day Telephone: l/ll/ 70
Fax Number:
Expiration Date: ..„-vfJg�,
1 plans us t be,wet stampe
ARCHITECT OF RI
by ;Arclty
Company Name:
Mailing Address:
City
Day Telephone:
Fax Number:
State
Zip
mped by Enginiee
Company Name:/„ ‘-.57,-ee -72V/e 4G- G � I /.e( .- 6/0- /..4/G.— o/'
Mailing Address: `� �� sC, 6t7 ,�'�U'/- j � -- ��C 7
/City
Day Telephone: 7/V j� " 739 0
/ State Zip
Contact Person: , e' f . t v-A,9"/�/
E -Mail Address:. i / # ,�'fi r�'1 G , 4e,7
, / Fax Number: 7/7 t� — 2769
Page 1 of 6
BUILDING PERMIT INFORMATION - 206 -431 -3670
Valuation of Project (contractor's bid price): $ 4
Scope of Work (please provide detailed information):
6'or` arm(
Will there be new rack storage? ❑.... Yes
Number of Parking Stalls Provided: Standard:
Q.\P.pplications\Forms- Applications On Linei3 -2006 -Permit Application.doc
Revised: 9 -2006
bh
O�-
Compact:
FIRE PROTECTION/HAZARDOUS MATERIALS:
4 . Sprinklers ❑ Automatic Fire Alarm ❑ None
Existing Building Valuation: $
❑ .. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Squat
e Footage Below
3 ro Floor
Floors thra
Basemen
Access()
Atta
Detached G
age
Detached Card
Cove
Do
Unco
ec .
nterior Remodel
Addition to
Existing
Structure
Type of
traction per
IBC
Type of
Occupancy per
IBC
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Will there be a change in use? ❑ Yes ❑ No If "yes ", explain:
0
Handicap:
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 Safe 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
Date Application Accepted:
1/1 � �A
1
Date Application Expires:
' toti � {
Staff Initials:
A.6.---„1
PERMIT APPLICATION.NO - Applicable to all permits in:thi's
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.
BUILDIN ER OR AU HORIZ : GENT:
Date: e:
Print Name: X6,(4 4/ ea./if/440 Day Telephone: 0 (
Mailing Address: /26423 /A/TF,/10fA.10:„AtA/ 72 /C--r‘se
City State Zip
Signature:
Q:WpplicationsWortns- Applications On Linel3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
e
Page 6 of 6
Fixture Type:
Qty
Fixture Type:
•
Fixture Type:
Qty
Fixture Type:
Qty
Bathtub or combination
bath /shower
Drinking fountain or water
cooler (per head)
Wash fountain
Gas piping outlets
Bidet
Food -waste grinder,
commercial
Receptor, indirect
waste
Clothes washer, domestic
Floor drain
. inks
Dental unit, cuspidor
Shower, single h . trap
1 - nals
Dishwasher, domestic,
with independent drain
Lavatory
W. r Closet
Building sewer or trailer
park sewer
Rain wate .ystem — per
drain (i de building)
Water - ater and /or
vent
Additional medical gas
inlets /outlets — six or more
Industrial waste
pretreatment interceptor,
including its trap and vent,
except for kitchen type
grease interceptors
Repai r alteration of water
pip' : and /or water treating
e• 4 ipment
Repair or a ration
of drainage o vent
piping
Medical gas piping system
serving one to five
inlets /outlets for specific gas
PLUMBING AND GAS PIPNNt ERMIT INFORMATION - 206 - 43'"x'70
PLUMBING AND GAS PIPING CONTRACTOR INFORMATION
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
Contractor Registration Number:
work (contractor's bid price): $
work (contractor's bid price): $
ide detailed information):
Valuation of Plumb
Valuation of Gas Pipin
Scope of Work (please pr
Building Use (per Intl Building Code):
Occupancy (per Int'1 Building Code):
Utility Purveyor: Water:
Indicate type of plumbing fixtures and /or gas piping o . ets being i • .tailed and the quantity below:
Q:\Applications'Forms- Applications On Line \3-2006 - Permit Application.doc
Revised: 9 -2006
bh
Sewer:
City State Zip
Day Telephone:
Fax Number:
Expiration Date:
Page 5 of 6
Parcel No.: 2716000030 Permit Number: D08 -190
Address: 12668 INTERURBAN AV S TUKW Status: PENDING
Suite No: Applied Date: 04/14/2008
Applicant: THE FARWEST GROUP Issue Date:
Receipt No.:
Initials:
User ID:
R08 -01165
JEM
1165
Payee: THE FARWEST GROUP, INC.
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 84910 66.87
ACCOUNT ITEM LIST:
Description
BUILDING - NONRES
PLAN CHECK - NONRES
STATE BUILDING SURCHARGE
City � f 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
Account Code Current Pmts
000/322.100
000/345.830
000/386.904
RECEIPT
37.80
24.57
4.50
Total: $66.87
•
Payment Amount: $66.87
Payment Date: 04/14/2008 11:17 AM
Balance: $0.00
4104/14 ?7.u. TOTAL 66.87
rdnr.: Rannint -(1R Printerl• (14- 14- 9(1t1R
P_ro'ect:
rye �"-w@s1" 6 J�p
Type of I spec on:
6U !K
Address:
1 ?..1„(. g. t cfj r b AA Ai L
Date Called:
JI,jfti
Special Instructions:
I, 1 `' � ��
/
/!
pate Wanted:
a.m.
- 0Y
Requester:
Phone No:
7,)6
- (a 7, 2. - LgSS
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Lo' - 1
PERMIT NO.
1-
(206)431 -3670
v
Approved per applicable codes. Corrections required prior to approval. T
COMMENTS:
r
_I Mart" c o t ) . - - f 1
r..T . 0 1 0 L L ', L:ti
Inspect
0j ,
Dater
❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection.
Receipt No.:
Date:
Project: "7I E I
WL 51 66iii P
Typ of Inspection: ' 9
/WPM- 114
Address: 126 40
Suite #:
_...f A. 5 ,
,/
Intact Person:
1 �4 wutll r /..) N A-14p
Special Instructions:
Pre -Fire:
Phone No.:
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
. p
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
•
INSPECTION NUMBER
INSPECTION RECORD
Retain a..copy with permit
CITY OF TUKWILA FIRE DEPARTMENT
PERMIT NUMBERS
444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407
- Approved per applicable codes.
n Corrections required prior to approval.
COMMENTS:
..t... - t•a1. -r • ., ..Ra�.y. a. y .. .rr ..y... ..l v.■ A...J. drl3 -:4%., w.0 %
5 , �
Inspector: Q_, J s
h it
Firs:: 1 •
$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
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
b' •
THE FARWEST GROUP, INC.
SITE ADDRESS: 12668 Interurban Ave. S
TENANT NAME: The Farwest Group
DATE: April 14, 2008
APPLICANT: Donovan Conrad / 206 - 622 -6955
A Business Printing Promotional Agency
CO
P P is mit Non .. .
RACK INFORMATION SU PPLEfi E r.
3w
i
1. Load application and rack configuration drawings attach
2. Attached plan detail of the rack locations, dimensions and specifications.
Attached plan detail of the building/ceiling configuration.
3. Stamped engineering calculations attached.
4. Vertical members of storage racks are designed 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: Cotton & polyester shirts, promotional items such as
coffee mugs, pens, etc. Most items are bulk stacked or stored in cardboard
boxes.
6. Sprinkler System Information: .39 GPM / 5600 square feet. Sprinkler head
temperature: 165 degrees.
7. Smoke and heat vents: Not required.
8. Building egress and exits indicated on attached drawings.
Seattle - Corporate Headquarters
12668 Interurban Avenue South
Seattle, WA 98168 -3318
(206) 622 -6955 • (800) 776 -6955
Fax: (206) 622 -5587
E -mail: salesinfo @farwestgroup.net
REVIEW F AN
CODE COMPLI
p,PR 2 y, 20
C t
BUILDINCO
REC EIV
CITY OF TU E LA
APR 14 2008
PERMIT CENTER
RACK LAYOUT
i
.
:.. FARVVEST GROUP
• TUKWILA, WA
1
-ow
Mb.
. MTN wow.
12668 - Farwest Group
GATEWAY CORPORATE CENTER
6,250 SO. FT.
FARWEST GROUP
12668 INTERURBAN AVE. SOUTH
TUKWILA, WA 98168
r t d n 717 Sir : .
'.P. '� t• _',�iC.•�•'•�e� ` ��.5'•^�°,t's:i °`; t. ‘�,
Project Nome : FARWEST GROUP
Project Number : H- 040308 -5
Dote : 04/04/08
Street Address : 12008 INTERURBAN AVE.
City /State : TUKWILA, WA 98108
Scope of Work : STORAGE RACKS
RECEIVED
CITY OF TUKWILA
APR 14 2008
PERMIT CENTER
FILE COP i%
oncepts
ngineering
1200 N. Jefferson St., Suite F
Anaheim, GA 92807
Tel: 714.032.7330 Fax: 714.632.7763
e -mail: mall @sceinc.net
- REVIEWED - FOR
CODE COMPLIANCE
PPROVED
APR 2 `? 2008
EXPIFES 10/25/0
APR 0 4 2008
PA tip
S tructural
C oncepts
E ngineering
1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763
By: S.P.
TABLE OF CONTENTS
Project: FARWEST GROUP Project #: H-040308 -5
Title Page 1
Table of Contents 2
Design Data and Definition of Components 3
Critical Configuration 4
Seismic Loads 5 to 6
Column 7
Beam and Connector 8 to 9
Bracing 10
Anchors 11
Base Plate 12
Slab on Grade 13
FARWEST GRP t
Page Or< of l3 4/4/2005
S tructural
C oncepts
E ngineering
1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.6327763
Design Data
By: S.P.
1) The analyses conforms to the requirements of the 2006 IBC and the 2004 Rack Manufacturers Institute Sepedfications for
Steel Storage Racks (RMI) MH16.1 -2004 and the ASCE 7 -05, section 15.5.3
2) Transverse braced frame steed conforms to ASTM A570, Gr.55, with minimum strength, Fy =55 ksi
Longitudinal frame beam and connector steel conforms to ASTM A570, Gr.55, with minimum yield, Fy =55 ksi
All other steel conforms to ASTM A36, Gr. 36 with minimum yield, Fy= 36 ksi
3) Anchor bolts shall be provided by installer per ICBO reference on plans and calculations herein. Installer must
provide any special inspection as called out on plans or calculations, or as required by the 10 30 report indicated herein.
4) M welds shall conform to AWS procedures, utilizing E70xic electrodes or similar. All such welds shall be performed
in shop, with no field welding allowed other than those supervised by a licensed deputy inspector.
5) The reinforced slab is 5° thick with minimum 2000 psi compressive strength. Soil bearing capacity is 1000 psf.
Definition of Components
Frame
Height
Product
Beam
Beam
Length
FARWEST GRP H- 040308 -5
A
Front View: Down Aisle
(Longitudinal) Frame
Project: FARWEST GROUP Project #: H-040308 -5
Beam
Spacing
Column
Beam to Column
Connector
1 Base Plate and
Anchors
Page ",3 of
Panel
Height
Depth
Section A: Cross Aisle
(Transverse ) frame
Horizontal
Brace
Diagonal
Brace
The components herein are designed within the guidelines of the 2006 IBC and the 2004 Rack Manufacturers Institute
Specifications for.Sbotage Racks. :The final design of the system is valid only with proper approval from the jurisdictional
building official.
4/4/2008
Component
Description
STRESS
Column
Fy =55Ksi
INTLK LU21 /3x1- 5/8x14ga
P =4150 Ib, M =6136 in-Ib
0.83-0K
Column Backer
None
None
None
N/A
Beam
Fy =55Ksi
Lvl 1: Intlk 40E 4Hx2.75Wx0.063'Thk
Lu =94 in
Capacity: 4439 Ib /pr
0.45 -OK
Beam Connector
Fy =55Ksi
Lvl 1: 3 PIN OK I Mconn =7218 in-Ib
Mcap =16922 in -Ib
0.43 -OK
Brace - Horizontal
Fy =55Ksi
Intlk 1- 1/2x1- 1/4x16ga
0.23 -OK
Brace - Diagonal
Fy =55Ksi
Intlk 1- 1/2x1- 1 /4x16ga
0.64-0K
Base Plate
Fy =36Ksi
3x3x1/8 ( Fixity= 0 in-Ib
0.13 -OK
Anchor
1 per Base
0.5" x 3.25" Embed HILTI KWIKBOLT 17 ICC ESR 1917, SPECIAL INSPEC. REQD, (T =421 Ib)
0.06 -OK
Slab
5" thk x 2000 psi slab. 1000 psf Soil Bearing Pressure
0.6-OK
IBC 2006 Seismic Criteria
* Bm Lvls
Frame Depth
Frame Height
# Diagonals
Beam Length
Ss= 1.453, Fa =1
4
42 in
144 in
3
94 in
S tructural
C oncepts
E ngineering
1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763
By: S.P. Project: FARWEST GROUP Project #: H-040308 -5
Configuration & Summary: TYPE A SELECTIVE RACK
1
Load Per Story Force Story Force Column Column Conn. Beam
Level (PL) Beam Spcg Brace Transv Longit. Axial Moment Moment Connector
1 2,000 Ib 18.0 in 52.0 in 108 Ib 61 Ib 4,150 Ib 6,136 "# 7,218 "# 3 PIN OK I
2 2,000 Ib 24.0 in 52.0 in 252 Ib 141 Ib 3,113 Ib 4,238 °# 5,846 "# 3 PIN OK
3 2,000 Ib 24.0 in 26.0 in 397 Ib 222 Ib 2,075 Ib 3,391 "# 5,270 "# 3 PIN OK
4 2,000 Ib 36.0 in 613 Ib 343 Ib 1,038 Ib 3,088 "# 3,575 "# 3 PIN OK
Level
Notes
FARWEST GRP H 040308 - 5
36"
24"
44
24"
18"
94"
Total:
1,370 Ib
26"
52"
52"
144
767 Ib
Page ht of 1)
42"
4/4/2008
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1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763
By: S.P. Project: • FARWEST GROUP Project #: H-040308 -5
Seismic Forces Configuration: TYPE A SELECTIVE RACK
Lateral analysis is performed with regard to the IBC 2006 Sec. 2208.1 and the 2004 RMI Sec 2.7.3. & ASCE 7 -05 sec 15.5.3
Transverse (Cross Aisle) Seismic Load
Level
1
2
3
4
FARWEST GRP H 040308 - 5
DL per Lvl= 75 Ib
V= Cs *Ip *(LL*0.67 +1.0 *DL) Cs * Ip= 0.2420
Ws= (0.67 * PLRF * PL) + DL V,,,,= 0.015
= 5,660 Ib Eff Base Shear= 0.2420
Cs= 2.5*Ca/R> =0.14* 2/3 *Ss* Fa
= 0.2420
PL (Product Load) PL*0.67*PLrf DL
2,000 lb
2,000 Ib
2,000 Ib
2,000 Ib
Longitudinal (Downaisle) Seismic Load
1,340 lb
1,340 Ib
1,340 lb
1,340 Ib
5,360 Ib
Ws= (0.67 * PL, *PL) + DL
= 5,660 Ib
Cs * Ip= 1.2*Cvf(R*TA0.66) >= Vmin2
= 0.1356
V,,,, 0.015
Level PL (Product Load)
1 2,000 Ib
2 2,000 Ib
3 2,000 Ib
4 2,000 Ib
V�,2=
PL*0.67
1,340 Ib
1,340 Ib
1,340 Ib
1,340 Ib
5,360 Ib
Vtransv= 0.242 * (300 Ib + 5360 Ib)
75 lb
75 Ib
75 Ib
75 Ib
300 Ib W=5660 Ib 322,620
Eff Base Shear= 0.1356
Vlong= 0.1356 * (300 Ib + 5360 Ib)
= 767 lb ASD Loading
0.14'2/3*Sefa= 0.1356
DL
75 Ib
75 Ib
75 Ib
75 Ib
3001b W= 56601b
Page 1 of
hi
18 in
42 in
66 in
102 in
hi
18 in
42 in
66 in
102 in
t
(RMI Sec 2.5.1.2)
= 1,370 lb ASD Loading
wi *hi
25,470
59,430
93,390
144,330
wi *hi
25,470
59,430
93,390
144,330
322,620
Ss= 1.453
S1= 0.499
Fa= 1.000
Fv= 1.501
Ca= 0.4 *2/3 *Ss *Fa= 0.3875
(Transverse) R=
Ip= 1.0
PL 1.0
Fi
108.21b
252.4 Ib
396.6 Ib
612.9 Ib
T= 1.00 sec
PL 1.0
(Longitudinal ) R= o.
Cv= 2/3 *S1 *Fv= 0.4993
R
60.6 Ib
141.3 Ib
222.0 Ib
343.1 lb
767 Ib
R *hi
1,948 -#
10,601 -#
26,176 -#
62,516 -#
1,370 Ib 1= 101,240
4/4/2008
S tructural
C oncepts
E ngineering
1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763
By: S.P. Project: FARWEST GROUP Project #: H -040308 -5
f ownaisle Seismic Loads
Determine the story moments by applying portal analysis. The base plate is assumed to provide no fixity.
Typical frame made
Tributary area °f b"° co
Seismic Story Forces drank fr me
Vlong= 767 Ib
Vcol= Vlong /2= 384 Ib
F1= 61 Ib
F2= 141 Ib
F3= 222 Ib
Seismic Story Moments
Mbase -max= 0 in-Ib < = == Default capacity
Mbase -v= (Vcol *hleff) /2
= 3,068 in-Ib < = == Moment going to base
Mbase -eff= Minimum of Mbase -max and Mbase -v
= 0 in -lb
LEVEL
1
2
3
4
M 1 -1= [Vool * hleff]-Mbase-eff
= (384 Ib * 16 in)-0 in-lb
= 6,136 in-Ib
Mseis= (Mupper +Mlower) /2
= 5,187 in-lb
hi
18 in
24 in
24 in
36 in
Mconn- allow(3 Pin)= 16,922 in-lb
FARWEST GRP H 040308 - 5
Configuration: TYPE A SELECTIVE RACK
\ \ \1.
4
Axial Load
4,150 Ib
3,1131b
2,075 Ib
1,038 lb
Column Moment
6,136 in-Ib
4,238 in-lb
3,391 in -Ib
3,088 in -Ib
mns
Front View
M 2 -2= [Vcol- (F1) /2] * h2
= [384 Ib - 70.7 IbJ *24 in/2
= 4,238 in-lb
Mseis(1 -1)= (6136 in-lb + 4238 in -Ib) /2 Mseis(2 -2)= (4238 in-Ib + 3391 in-lb)/2
= 3,815 in -Ib
Conceptual System
ti
Side view
Mseismic Mend-fixity Moan
5,187 in-lb 2,031 in-lb 7,218 in-Ib
3,815 in-lb 2,031 in -Ib 5,846 in-Ib
3,239 in-lb 2,031 in -Ib 5,270 in-lb
1,544 in-lb 2,031 in -Ib 3,575 in -Ib
Top View
Typical Frame made
oftwo columns
Beam to Column Elevation
Summary of Forces
Beam Connector
3 PIN OK
3 PIN OK
3 PIN OK
3 PIN OK
Page t , of 1 3 4/4/2008
S tructural
C oncepts
E ngineering
1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763
By: S.P. Project: FARWEST GROUP Project #: H-040308-5
Column Configuration: TYPE A SELECTIVE RACK
Conforms to the requirements of Chapter C5 of the 1996 AISI Cold Formed Steel Design Manual for combined bending and axial Toads.
Section Properties
Loads
Section: IMTLK LU21 /3x1- 5/8x14ga
Aeff = 0.437 inA2
Ix = 0.689 inA4
Sx = 0.459 inA3
rx = 1.255 in
S2f= 1.67
E= 29,500 Id
Axial =P= 4,150 Ib
Axial Analysis
KxLx/rx = 1.7*18 "/1.255" KyLy /ry = 1 *5270.621"
= 24.4 = 83.7
Bending Analysis
Combined Stresses
Fe= nA2E/(KLJr)maxA2 Fy /2= 27.5 ksi
= 41.5ksi
Pn= Aeff*Fn
= 16,0731b
P /Pa= 0.50 > 0.15
Check: P /Pa + (Cmx *Mx) /(Max *Inc) _< 1.33
P /Pao + Mx/Max <_ 1.33
Pno= Ae *Fy
= 0.437 inA2 *55000 psi
= 24,030 Ib
Max= My /S2f
= 25245 in -Ib /1.67
= 15,117 in-lb
px= { 1/[ 1- (S2c *P /Pcr)] }A -1
= {1 /[1- (1.92 *4150 Ib/18197 Ib)] }A-1
= 0.56
FARWEST GRP h 040308 - 5
Iy = 0.169 inA4
Sy = 0.205 inA3
ry = 0.621 in
Fy= 55 ksi
Crux= 0.85
Moment =Mx= 6,136 in -Ib (Column stresses @ Level 1))
Sk= 1.92
Pao= Pno(Oc
= 240301b/1.92
= 12,515 Ib
(4150 Ib/8371 Ib) + (0.85 *6136 in-lb) /(15117 in- Ib*0.56) = 1.11
(4150 Ib/12515 Ib) + (6136 in-lb /15117 in -lb) = 0.74
Kx = 1.7
Lx = 18.0 in
Ky = 1.0
Ly = 52.0 in
Cb= 1.0
Pa= Pn /Sk
= 16073 Ib/1.92
= 8,371 Ib
Pcr= nA2EI /(KL)maxA2
= nA2 *29500000 psi /(1 *52 in)A2
= 18,1971b
< 1.33, OK
<1.33,OK
I , 0 3.000 in a+
Fe > Fy /2
Fn= Fy(1-Fy /4Fe)
= 55 ksi *[1 -55 ksi /(4 *41.5 ksi)]
= 36.8 ksi
Myield =My= Sx *Fy
= 0.459 inA3 * 55000 psi
= 25,245 in -Ib
(EQ C5 -1)
(EQ C5 -2)
0.075 in
1.625 in
Page 7 of (3 4/4/2008
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C oncepts
E ngineering
1200 N. Jefferson Ste. Ste F Anaheim. CA 92607 Tel: 714.632.7330 Fax; 714.632.7763
Beam
By: S.P. Project: FARWEST GROUP Project #: H-040308 -5
The beam to column connection is assumed to provide partial end fixity for the beam frame. The end moment calculated herein is added
to the lateral force force portal moment when analyzing the connection capacity.
Section Properties
Loads
Bending
Deflection
Beam Member= Intik 40E 4Hx2.75Wx0.0637lik
Beam at Level= 1
Beam Type = Formed
Ix= 1.634 in ^4
Sx= 0.767 in ^3
Length =L= 94.0 in
Lu= 94.0 in
End Fixity= 25 %
0 = 0.25
Fb= 0.6 * Fy
= 33,000 psi
Fb-eff= 33,000 psi
Live Load /Pair = 2,000 Ib
Mcenter= 0.104 * wLA2
= 10,1571n 4b
M= 10,157 in -lb
fb= (M /Sx) /a
= 15,135 psi
Bending Capcity= 4,439 Ib /pair
Defl- allow= 1/180
= 0.522 in
Deflection Capacity= 5,485 Ib /Pair
FARWEST GRP h 040308 - 5
Configuration: TYPE A SELECTIVE RACK
Mcenter= B *(wL^2/8)
= 0.832 *(wL ^2 /8)
Mends= 0 *Mmax(fixed ends)
= (wL ^2/12) *0.25
= 0.0208 *wL ^2
DL= oft
Thickness= 0.063 in
Beam Shape= Step
Impact Factor (a)= (1 25 %/2)= 0.875
< = == Critical
Fy= 55,000 psi
Dead Load /Pair= (5 Ib /ft) * 2 * 94 in /12
= 781b
Mends= 0.0208 *wL ^2
= 2,031 in-lb
Allowable load per beam pair= 4,439 Ib
fb /Fb= 15135 psi /33000 psi
0.46 <= 1.0, OK
r
4.000 in
2.750 In
1750,n
Coeff B= 0.104/0.125
= 0.832
Mcenter= Mcenter(simple ends) - 0 *Mcenter(fixed ends)
= wL ^2/8 - (0.25 * wL ^2/12)
= wLA2/8 - wL ^2/48
= 0.104* wLA2
Dist Load =w= 11.1 Ib /in
Defl= B * [5wL ^4/(384 *E *Ix)]
= [5 *11.1 Ib /in *(94 in) ^4/(384 *29.5x10A6 psi * 1.634 inA4)]*0.832
= 0.195 in <= 0.522 in, OK
Page 5 of II 4/4/2008
S t e urol
e• s
By: S.P.
3 Pin Beam to Column Connection
ngineering
1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763
Mconn max= 7,218 in-Ib Load at level 1
Shear Capacity of Pin
PIN DIAM= 0.44 in Fy= 55,000 psi
Bearing Capacity of Pin
Ashear= (0.438 in) ^2 * Pi /4
= 0.1507 inA2
Pshear= 0.4 * Fy * Ashear
= 0.4 * 55000 psi * 0.1507in ^2
= 3,315 lb
Per the199b AI51(.old Formed Steel Manual, Sec E3.3:
trol= 0.08 in
Omega= 2.22
Pbearing= alpha * Fu * diam * tool /Omega
= 2.22 * 65000 PSI * 0.438 IN * 0.075 IN/2.22
= 2,1351b < 3315 Ib
Moment Capacity of Bracket
Edge Distance =E= 1.00 in
C= P1 +P2 +P3 tdip= 0.18 in
= P1 +P1 *(2.574.5 ") +P1 *(0.574.5')
= 1.667 * P1
Mcap= Sdip * Fbending
= 0.127IN ^3 *0.66 *Fy
= 4,610 in -1b
Project: FARWEST GROUP
Connector Type= 3 Pin
TYPE A SELECTIVE RACK
Fu= 65,000 psi
alpha = 2.22
Pin Spacing= 2.0 in Fy= 55,000 psi
Pclip= Mcap /(1.667 * d)
= 4610.1 in-lb/(1.667 * 0.5 in) Thus, P1= 2,135 Ib
= 5,531 Ib
Moon- allow= [ P1* 4. 5"+ P1*( 2. 574.5 ") *2.5 " +P1 *(0.5 74.5 ") *0.5 "] *1.33
= 2135 LB *[4.5" +(2.574.5 ") *23"+ (0.5 "/4.5 ") *0.5 "] *1.33
= 16,922 in-Ib > Mconn max, OK
FARWEST GRP H- 040308 -5
1/2
12"
Sdip= 0.127 in ^3
SINCE C *d= Mcap = 1.667 AND d= E/2
= 0.50 in
Project #: H- 040308 -5
Page of 4/4/2008
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C oncepts .
En
1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763
Transverse Brace
Section Properties
By: S.P. Project: FARWEST GROUP
Diagonal Member= Intik 1- 1/2x1- 1 /4x16ga
Area= 0.260 in ^2
r min= 0.460 in
Fy= 55,000 psi
K= 1.0
S2c= 1.92
Frame Dimensions
Diagonal Member
V= Vtransv= 1,3701b
Horizontal brace
Bottom Panel Height =H= 52.0 in
Frame Depth =D= 44.0 in
Column Width =B= 1.6 in
Ldiag= [(D- B *2) ^2 + (1-1-6°)A21^1/2
= 61.5 in
Pmax= V*(Ldiag/D)
= 1,915 Ib
Pn= AREA *Fn
= 0.26 in ^2 * 16288 psi
= 4,235 Ib
Pallow= Pn /S2
= 4235 Ib /1.92
= 2,2061b
fa /Fa=
Pmax =V= 1,370 Ib
(Id /r)= (k * Lhoriz) /r min
= (1x 44 in) /0.46in
= 95.7 in
SINCE Fe >Fy /2, Fn= Fy *(1- fy /4fe)
= 31,211 psi
fa /Fa=
0.87 <= 1.33 OK
0.32 <= 133 OK
Configuration: TYPE A SELECTIVE RACK
1.0_1.500 in
1 025 in
1
1.250 in
Horizontal Member= Intik 1 -1 /2x1- 1/4x16ga
Area= 0.260 in ^2
r min= 0.460 in
Fy= 55,000 psi
K= 1.0
Clear Depth= D-B *2= 40.8 in
X Brace= NO
SINCE Fe <Fy /2,
Fn= Fe
= 16,288 psi
Fe= pi ^2 *E/(kl /r) ^2 Fy /2= 27,500 psi
= 31,790 psi
Pn= AREA *Fn
= 0.26in ^2 *31211 psi
= 8,115 Ib
(14 /r)= (k* Ldiag)/r min
= (1 x 61.5 in /0.46 in )
= 133.7 in
Fe= pi ^2 *E/(Id /r) ^2
= 16,288 psi
Check End Weld
Lweld= 2.5 in
Fu= 65 ksi
tmin= 0.060 in
Weld Capacity= 0.75 * tmin * L * Fu * 1.33/2.5
= 3,900 Ib OK
Pallow= Pn /S2c
= 8115 1b /1.92
= 4,226 Ib
Project #: H -040308.5
1 ,3-1.500 in _.ol
-$' !o- 0.25 in
1250 in
FARWEST GRP h- 040308 -5 Page b of 1 ?) 4/4/2008
S tructural
• Concepts
jniP■ En
1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763
By: S.P. Project: FARWEST GROUP Project #: H -040308 -5
Anchors Configuration: TYPE A SELECTIVE RACK
Loads
Fully Loaded rack
Vtrans= 1,370 Ib
Movt= I(R *hi) *1.15
= 1012401n -Ib * 1.15
= 116,426 in-Ib
Top Level Loaded Only
Anchor
Critical Level= 4
Top Level Loaded:
FARWEST GRP h 040308 - 5
Vbans =V= 1,370 Ib
DL/Frame= 300 Ib
PL/Frame= 8,000 Ib
Wst= (0.9 *DL +PL)total= 8,270 Ib
LL @ TOP= 2,000 lb
DL/Lvl= 75 Ib
DL*0.90= 68 lb
Lateral Ovt Forces= E(A *hi)= 101,240 in -Ib
Vtop= Cs * Ip * Ws >= 350 Ib
= 0.242 * (300 Ib + 2000 Ib)
= 5571b
Mst= (PL @ top + 0.9 *DL- total) *D /2
= (2000 Ib + 300 Ib *0.9) * 42 in /2
= 47,670 in -Ib
Tcap *Phi= 2,897 Ib
Vcap *Phi= 3,776 Ib
Mst= Wst * D/2
= 8270 Ib * 42 in/2
= 173,670 in-Ib
Check (1) 0.5" x 3.25" Embed HILTI KWIKBOLT TZ anchor(s) per base plate.
Special inspection is provided per ICC ESR 1917.
Frame Depth =D= 42.0 in
Htrip -M= 102.0 in
# Levels= 4
# Anchors /Base= 1
Pullout Capacity =Tcap= 2,178 Ib L.A. Gty Jurisdiction? NO
Shear Capadty =Vcap= 2,839 Ib Phi= 1.33
Fully Loaded: (685 lb/3776 Ib) ^1.66 =
Hgt @ Lvl 4= 102.0 in
Hto0ratio= 2.4
Movt= Vtop*Htop *1.15
= 5571b *102in *1.15
= 65,3361n -Ib
T= (Movt- Mst) /D
= (65336 in -Ib - 47670 in-lb)/42 in
= 421 Ib
0.06 <= 1.0 OK
(421 Ib/2897 Ib) ^1.66 + (279 Ib/3776 Ib) ^1.66 = 0.05 <= 1.0 OK
T
SIDF Fl FVATION
V
T= (Movt- Mst) /D
= (116426in -lb - 173670 in- Ib)/42 in
= -1,363 Ib No Uplift
Page // of 13 4/4/2008
S tructural
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E ngineering
1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763
By: S.P. Project: FARWEST GROUP Project #: H-040308 -5
Base Plate
Section
Baseplate= 3x3x1/8
Width =W = 3.00 in
Depth =D = 2.00 in
Column Width=b = 3.00 in
Column Depth =d= 1.63 in
L = 0.19 in
Plate Thidmess =t = 0.125 in
Down Aisle Loads
Configuration: TYPE A SELECTIVE RACK
a = 0.50 in
Anchor c.c. =2*a =d = 1.00 in
N =# Anchor /Base= 1
Fy = 36,000 psi
P = 4,150 Ib Mbase =Mb = 0 in -Ib
Axial Bearing stress =fa = P/A = P /(D*W) M1= wLA2/2= fa*LA2/2
= 692 psi = 12 in-Ib
Moment Stress =fb = M/S = 6*Mb/[(D*BA2] Moment Stress =fb2 = 2 * fb * L/W
= 0.Opsi = 0.Opsi
Moment Stress =fb1 = fb-fb2
= 0.0 psi
FARWEST GRP 11 040308 - 5
M2= fb1 *L ^2)/2
= 0 in-Ib
M3 = (1 /2) *fb2 *L *(2/3) *L = (1 /3) *fb2 *LA2 Mtotal = M1 +M2 +M3
= 0 in -Ib = 12 in -Ib /in
S -plate = (1)(t ^2)/6
= 0.003 in^3rn
Fb = 0.75 *Fy *1.33
= 35,910 psi
fb /Fb — Mtotal/[(S-plate)(R,)]
= 0.13 OK
Tanchor = (Mb- (P *0.9)(a)) /[(d) *N /2] Tallow= 2,897 Ib OK
= -3,735 Ib No Tension
Page of 1 3 4/4/2008
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E ngineering
1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763
By: S.P. Project: FARWEST GROUP Project #: H- 040308 -5
Slab on Grade
Configuration: TYPE A SELECTIVE RACK
r i11I rr
111111iu11111111 ∎1l11111111i1.III1 1111111111111111111
x
Load Case 1: Product + Seismic
Product DL= 150 Ib
PLL= Product LL= 4,000 Ib
Puncture
Slab Bending
1 c
y
L
SLAB ELEVATION
Base Plate
B= 3.00 in
D= 2.00 in
Pu= 1.2PDL + 0.5PLL + 1.0 *E
= 5,884 Ib
Apunct= [(c +t)+(e+t)] *2*t
= 150.0 in ^2
Asoil= (Pse *144) /( fsoil)
= 847 in ^2
x= (L /
= 8.3 in
Fb= 5 *(phi) *(fc)A0.5 /1.4
= 103.82 psi
Load Case 2: Static Loads
PDL= 150 Ib
FARWEST GRP h 040308 - 5
width =a= 3.00 in
depth =b= 1.63 in
L= (Asoil) ^0.5
= 29.10 in
M= w*x ^2/2
= (fsoil *x ^2)/(144 *2)
= 240.8 in-Ib
PLL= 4,000 Ib
-_ -_ _ --- .Aisle
LL4
Tat Plan ViewPtan View D
eff. Plate width =c= 3.00 in
eff. Plate depth =e= 2.00 in
Concrete Soil
fc= 2,000 psi fsoil= 1,000 psf
tslab =t= 5.0 in Movt= 116,426 in -Ib
phi =0= 0.65 Frame depth= 44.0 in
P- seismic =E= (Movt/Frame depth) *1.4 (Strength Design Loads)
= 3,7041b
Pse= DL+LL +E/1.4= 6,796 Ib
Page ( of 1 3
Fpunct= 2.66 *phi*sgrt(Pc)
= 77.3 psi
fv /Fv= Pu /(Apunct *Fpunct)
0.51 < 1.0 OK
y= (c*e)^0.5 + t *2
= 12.4 in
5-slat= 1*t ^2/6
= 4.17 in ^3
fb /Fb= M /(S- slab *Fb)
= 0.56 < 1.33, OK
DL +LL=Ps= 4,150 Ib
Transverse Elev
4/4/2008
Puncture
Pu= 1.4 *PDL + 1.7 *PLL
= 7,010 Ib
Apunct= [(c +t) +(e +t)] *2*t
= 150 in ^2
Fpunct= 2.66*phi*sqrt(fc)
= 77.3 psi
fv /Fv= Pu /(Apunct *Fpunct)
= 0.60 < 1.0 OK
Slab Bending
Asoil= (Ps *144) /( fsoil) L= (Asoil)^0.5 y= (c *e)A0.5 + t *2
= 598 ft ^2 = 24.45 in = 12.4 in
x= (L -y)12 M= W x ^2/2 S -slab= 1*t ^2/6
= 6.0 in = (fsoil *x ^2)/(144 *2) = 4.17 in A3
Pb= 5 *(phi) *(Pc) ^0.5/1.7 = 1249 in 1b7Fb= NiJ(5- slab *Fb)
= 85.5 psi = 0.35 <1.0,OK
DEPARTMENTS:
'
:ull��ing ivisi
Public Works
Complete
Comments:
APPROVALS OR CORRECTIONS:
Documents/routing slip.doc
2 -28-02
H ERMIT COORD COPY r
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D08 -190 DATE: 04 -14 -08
PROJECT NAME: THE FARWEST GROUP
SITE ADDRESS: 12668 INTERURBAN AV S
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Issued
AV c It"
Fire Prevention
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Incomplete
TUES/THURS ROUTING:
Please Route 3 Structural Review Required
REVIEWER'S INITIALS:
Approved ri Approved with Conditions
Notation:
REVIEWER'S INITIALS:
Planning Division ❑
❑ Permit Coordinator
DUE DATE: 04-17-08
Not Applicable
Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
LETTER OF COMPLETENESS MAILED:
No further Review Required
DATE:
DUE DATE: 05-15-08
Not Approved (attach comments) ❑
DATE:
n
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
License Information
License
BEYERCI142JC
Licensee Name
BEYERS CONSTRUCTION INC
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
600615924
Ind. Ins. Account Id
PRESIDENT
Business Type
CORPORATION
Address 1
6920 HEIGHTS PL SW
Address 2
City
SEATTLE
County
KING
State
WA
Zip
98136
Phone
2069329472
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
4/3/1986
Expiration Date
3/8/2009
Suspend Date
Separation Date
Parent Company
Previous License
Next License
ZEBRAP *054C1
Associated License
Business Owner Information
Name
Role
Effective Date
Expiration Date
BEYERS, CHRISTINE M
01/01/1980
BEYERS, KENNETH W
PRESIDENT
04/03/1986
Look Up a Contractor, Election or Plumber License Detail
Washington State Department of Labor and Industries
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.
ACCREDITED
•
Bond Information
Bond
#12
Bond
Company
Name
CBIC
Bond
Account
Number
SG1179
Effective
Date
05/12/2006
Expiration
Date
Until
Cancelled
Cancel
Date
Impaired
Date
Bond
Amount
$12,000.00
Received
Date
05/09/2006
Page 1 of 3
https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= BEYERCI142JC 04/25/2008
1
66 99
42"
1
2" T
99
.
€T
?HE DESIGNS, CONCEPTS, AND FEATURES DEPICTED OR
DESCRIBED HEREIN ARE THE EXCLUSIVE PROPERTY OF
RAYMOND HANDLING CONCEPTS CORPORATION OR ITS
REPRESENTED MANUFACTURERS AND ARE SUBMITTED IN
CONFIDENCE. PERMISSION TO USE OR REPRODUCE IN
ANY WAY THIS PROPRIETARY INFORMATION IS EXPRESSLY
WITHHELD. @ 1989 -2008
RAYMOND HANDLING CONCEPTS CORP.
99
RECEIVE
CITY OF TU LA
APR 14 2008
PERMIT CENTER
IR co y
HcIInd Ming
c r c e p t s
CQrparcat
�
A u b u r n , W ca s h o r g t c ri
FILE a-F P?
Permit NO.
+'car review approval is subject to error and omissions.
Approval I of construction documents s
the violation of any adopted code or ordi
aT approv . not Rec authorize
. •_ d Copy and condT ns is acknowl 1•.; c :
City of Tukwila
BUILDING D=IVISION
_..
No changes shall r1'1ar�e to then scorn
of work without prior approval of
Tukwila Building Division
N OTE: Revisions will require a new plan submittal
and may include additional plan revi m fees
The P.E.certificati provided
herein by SCE, Inc perrainstothe
storageraekcomponents only. All
otherco ttIi onents are outsideth'
scope ofthisc crtthcauon.
FARWEST GROUP
12668 INTERURBAN AVE.
TUKWILA, WA. 98168
SCALE 3/8 " =1'0"
DATE 03/31/08
DRAWN BY
J.L.
CHECKED
2 "
REl1IEW PLIA►NCE
CODE COM
APPROVED
APR 2 `' 2008
ty Of Tukwila
DING DWISIQi
M 9068
FILE 9068farw
0
DRAWING NO.
1
SHEET 1 OF 1
REV.
1 5/8'
NOTES:
COLUMN PROTECTORS REQUIRED
ON EXPOSED POSTS.
NOTES:
USE @ ALL
BASE/ COLUMN LOCATIONS TYP.
DESCRIPTION
MATERIAL
STEEL YIELD
DESCRIPTION
MATERIAL
STEEL YIELD
DESCRIPTION
MATERIAL
STEEL YIELD
3"
COLUMN
BASE PLATE: 3" x 3"
1/8" THICK PLATE
ASTM A36, Fy= 36,000 PSI
' 1 5/8"
a+
4
J
SAFETY PIN
7 GA.
. 5/1 6" O GR 55
7/16"8 GR 55 RIVET
3 -PIN CONNECTOR
7 GAGE
ASTM A570, Fy= 55,000 PSI
15 GAGE
4" BEAM (INTLK 40E)
ASTM A36, Fy = 55,000 PSI
DESCRIPTION
MATERIAL
STEEL YIELD
6"
1"
TYP.
COLUMN: INTLK LU21
14 GAGE
ASTM A570, Fy= 55,000 PSI
3 3/8"
NOTES:
USE @ ALL BEAM TO COLUMN CONNECTION
LOCATIONS TYP.
NOTES:
USE @ ALL BEAM LOCATIONS TYP.
TYP.
DESCRIPTION
MATERIAL
STEEL YIELD
DESCRIPTION
DESCRIPTION
MATERIAL
ESR#
BRACING: HORIZ. & DIAG.
16 GAGE STEEL
ASTM A570, Fy= 55,000 PSI
1917
14
STORAGE RACK ELEVATION
4"
36"
24"
24"
26"
3 1/4"
MIN. EMBED.
1
1/2" X 3-1/4" MIN. EMBED.
HILTI KWIK BOLT TZ ANCHOR
F.F.
NOTES:
USE @ALL BRACE LOCATIONS TYP.
TYPE A SELECTIVE RACK
94"
FRONT VIEW
NOTES:
SEE NOTE #4 ABOVE FOR ANCHOR SPECS
HORIZ.
BRACE
DIAG.
BRACE
GENERAL CONFIGURATION
ROW
SPACER
1
L
L
L
BEAM
1
1
NOT A DEPICTION OF THIS PROJECT
1 42 t
SIDE VIEW
CONNECTOR
r BASE
PLATE
r
GENERAL PROJECT NOTES
1. DESIGNED PER THE REQUIREMENTS OF THE 2006IBC
2. SEISMIC CRITERIA Ss = 1.453, S1 = 0.499, Fa = 1.0, Fri = 1.501.
3. STORAGE CAPACITY :
2000# PER LEVEL
4. ANCHORS HILTI KWIK BOLT TZ ESR# 1917
1/2 "0 x 3 1/4" MIN. EMBED.
(1) ANCHOR PER BASEPLATE.
5. SPECIAL INSPECTION NOT REQUIRED DURING ANCHOR INSTALLATION.
6. CONCRETE THICKNESS & COMPRESSIVE STRENGTH, 5" x2000 PSI
7. SOIL BEARING PRESSURE 1000 PSF @ GRADE OR BETTER
8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY
WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS
LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE
INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN
CLEAR, LEGIBLE PRINT.
9. ALL BOLTS A307 OR BETTER. INSTALL TO SNUG TIGHT FIT WITH ALL PLYS IN FLAT CONTACT
10. ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BYAWS
CERTIFIED WELDERS USING E70XX ELECTRODE OR BETTER. FIELD WELDS, IF
ANY, SHALL BE PROVIDED UNDER THE SUPERVISION OF A LICENSED DEPUTY
INSPECTOR.
11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18" BETWEEN
TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR.
RECEIVED
CITY OF TUKWILA
APR 14 2008
PERMIT CENTER
REVIEWED FOR
C OD E COMPLIANCE
APPROVED
APR 2' 7fl (. B
CITY Of Tu i?e;
BUILDING DIVISi r2;
f i' ; ' .
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