HomeMy WebLinkAboutPermit B93-0226 - TCI CABLEVISION OF WASHINGTON - STORAGE RACKS4
•
TCI • cvtswil
o� Wtsi iQlGVA
City o 7itkwig
(206) 431 -3670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
RACK STORAGE PERMIT
Permit No: B93 -0226
Type: B -RACK
Category:
Address: 18435 OLYMPIC AV S
Location:
Parcel #: 788890 -0121
Zoning :, CM
Contractor License No.: NORTHS *15307
TENANT TCI CABLEVISIONOF WASHINGTON.
18435 -B OLYMPIC AV S, TUKWILA, WA 98188
OWNER ANIXTER BROTHERS INC
4711 GOLF RD, SKOKIE IL 60676
CONTRACTOR NORTHERN STEEL
600 ANDOVER PARK ,EAST;`;;.;TUKW;ILA WA; =7;;98188
CONTACT JIM HALL
18435 -B OLYMPIC- AV S, TUKWILA,, WA 98188
* * * * * * * * ** ** *k * * * *k**** *4* **** * * **k* * ** Kok;* ***• k* *4c * * *k *'** * * *•k * * * *** ** ** ** ***
Status: ISSUED
Issued: 07/07/1993
Expires: 01/03/1994
Phone:
Phone:
206
206
575 -1671
656 -9028
Permit Description
BOLT STORAGEARACKING'. TO FLOOR:.
,Rack ,Storage
Height
15.0
15.0
15..0
15.0
15.0
15 ..0
T"a,ta .l s
945
,025
;.810
810
450
50
i
UBC Editi'on:�,1991
r � ,
Valuati,gn: e, 8,EO00.00 Total Permit Fee: ,59:4
''et r + J
********* ?k***' k'41r. * * *W,* * * *'A**4 * *V * *k * * ******* ik** * * * * * * ** * * * * * * * * *k * **4 * * * **
90
'J
Permit Ce.nt,erAuthor,ized Signature
•
,', .S
I hereby cert ijf that `I have read and+ fexam,Yed `this; permit and know the
same to be due and correct. All proUis1o0 of law :and ordinances
governing thls;awork' .wtll be complied-With, whetherr spe,c,ified herein �or not.
The. granting o.isythis' permit does 4nat,rpres,,!me 'to give atthor iiy` to violate
or cancel the pnoirlsions of any othar state or local laws regulating
construction or thedj erformance ,of,;work,:. T am authorized to sign for and
obtain this bui1ding'permit. �
4 }
Signature: ' ( -1
s ... c).'--C M� ,,.
Print Name. �"'��+QE-_��l ..y...ti T.i.t�le t� �
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.
CITY OF TUKWI
Department of C6. . nunity Development — Permit Cent.
6300 Southcenter Boulevard - #100, Tukwila, WA 98188
(206) 431 -3670
Building Permit Application Tracking
PLAN CHECK
NUMBER
f5c -oaaco
PROJECT NAME
CONTACTED
SITE ADDRESS
146t'i3"S OlumpiL PTV
SUITE NO.
6
INSTRUCTIONS TO STAFF
• Contacts with applicants or requests for information should be summarized in writing by staff so
that the status of the project may be ascertained at any time.
• Plan corrections shall be completed and approved prior to sending to the next department.
• Any conditions or requirements for the permit shall be noted in the Sierra system or summarized
concisely in the form of a formal letter or memo, which will be attached to the permit.
• Please fill out your section of the tracking chart completely. Where information requested is not
applicable, so note by using "N /A ", date and initial.
DEPARTMENTAL REVIEW
"X" in box indicates which departments need to review the project.
DEP:ARTME
14 BUILDING - 1,(.6.43.3 initial review
FIRE
O PLANNING
APPROVED::
(71‘Z$1(/
ROUTED
LHREMENTS /
IMEN ..,
CONSULTANT: Date Sent -
Date Approved -
9:3 FIRE PROTECTION:
FIRE DEPT. LETTER DATED: to S - 3 INSPECTOR: 5-
Detectors
INIT:
ZONING:
INIT:
N/A
-7BAR/LAND USE CONDITIONS? (Yes No
REFERENCE FILE NOS.:
MINIMUM SETBACKS: N-
s-
E-
O PUBLIC
WORKS
UTILITY PERMITS REQUIRED?
Yes I 1 No
INIT:
PUBLIC WORKS LETTER DATED:
O OTHER
INIT:
BUILDING -
final review
OFFICIAL 16(0 BUILDING
7C 03
INIT:
REVIEW COMPLETED
TYPE OF CONSTRUCTION:
CERT. OF OCCUPANCY?
OYes e] No
UBC EDITION (year):
t4
AMOUNT
OWING:
SCIMO
CONTACTED
t- ---C�
Q
I
•
DATE NOTIFIED
(init.)
► wI.
' � ♦
(Q .
2nd NOTIFICATION
BY:
(init.)
3RD NOTIFICATION
BY:
(init.)
01/08193
DATE APPLICATION EXPIRES
CITY OF TUKWIL4
Department of Community Development - Building Division
6300 Southcenter Boulevard, Tukwila WA 98188
(206) 431 -3670
BUILDIN PERMIT
APPLICATION
PLAN CHECK
NUMBER
DESCRIPTION:
BUILDINGPERMIT.FEE
PLAN ;CHECKFEE
BUILDING SURCHARGE:.
OTHER: !
`':TOTAL
AMOUNT : .RCPT-:# ` `:DATE' >:
SITE ADDRESS SUITE #
18435 -B Olympic Ave So B
VALUE OF CONSTRUCTION - $
$8,000.00
PROJECT NAME/TENANT
TCI Cablevision of Washington, Inc.
ASSESSOR ACCOUNT #
88890- 01210
TYPE OF • New Building L.J Addition 0 Tenant Improvement (commercial) L) Demolition (building)
WORK: ® Rack Storage 0 Reroof 0 Remodel (residential) 0 Other:
DESCRIBE WORK TO BE DONE:
Bolt Storage Racking to Floor
BUILDING USE (office, warehouse, etc.)
Warehouse and Administrative Offices
NATURE OF BUSINESS: Communications
WILL THERE BE A CHANGE IN USE? ® No 0 Yes If Yes, new building requirements may need to be met. Please explain:
SQUARE FOOTAGE - Building: 72,000 Tenant Space.- , 417 Area of Construction: 7410
WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING?
0 No ® Yes IF YES, EXPLAIN:
Paint in Aerosol Cans
PROPERTY OWNER
ITEL Corporation
PHONE
206) 251 -5287
ADDRESS 2 North Riverside Plaza
ZIP60606
CONTRACTOR Northern Steel
PHONE575 -1671
ADDRESS 600 Andover Park East
ZIP 98188
WA. ST. CONTRACTOR'S LICENSE # Norths *15307
EXP. DATE 7/22/93
ARCHITECT Peter S. Higgins and Associates
PHONE818).5_49
-0077
ADDRESS 1225F North Pacific Ave. Glendale, CA
ZIP 91202
HEREBY: CERTIFY ;'THAT I HAVE'
BE;;TRUEAND •CORRECT, :AND: 1;.
BUILDING OWNER SIGNATURE
OR
AUTHORIZED
AGENT
READ A.ND ;EXAM BD >TH.IS < APPLICATION A;ND: K
APP FOR: `THIS ;PERMIT
.;,,yam, UT ,b* RIZ:i'
1-
PRINT NAME Richard Cha fee
I ?3
PHONE206) 656 -9028
ADDRESS
600 Andover Pk E
CITY/ZIPTulcwila, WA 98188
CONTACT PERSON Jim Hall
PHONE206) 656 -9028
APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the
application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at
the Building counter which provide more detailed information on application and plan submittal requirements.
Application and plans must be complete in order to be accepted for plan review.
VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of
Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting
application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is
subject to possible revision by the Building Division to comply with current fee schedules.
BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor
licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this
permit application and obtain the permit will be required as part of this submittal.
EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall
expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180
days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition).
No application shall be extended more than once.
If you have any questions about our process or plan submittal requirements, please
contact the Department of Community Development Building Division at 431 -3670.
DATE APPLICATION ACCEPTED
L9- is-co
air
SUBMITTAL CHECKLIST
COMMERCIAL
NEW COMMERCIAL BUILDINGS/ADDITIONS
. . .
Completed building permit application (one for each structure):.:.:,.,
• • : ,
Assessor Account Number ••'• ••••• : .:*
Two sots (2) of the following: • • :..., -.•••
Li StrUCturel:CalcUlationS.StaMped by a Washington State licensed
Solis report stamped by ..a Washington Staie:licensed engineer
Energy caloulatiorig• stamped by :a WashingtOn:Statii.liCenied',:"...••••:::"•••":."::
engineer . or archttoct
• ••‘ •••• ,
I 1:Legal..description......*:•:.•
Working :draWings: Stamped .Oy.a:WaShington State licensed
architect; which nclude
Site plan
Architectural drawings
Mechanical drawings
• 4-
• . • Elevations . • .
:Completed utility permit application (one for entire prOject)•.,..:::;
:Six (6) sets of.divil draWings • . • ::• .
. .
NOTE :i See utility permit applic,ationsand Checklist for spec,fic
submittal.reqUirernents;'.::.:,:.
Tenant space floor plan showing rack storage layout, aisles and ..
Oxits' : • . :
NOTE: Include dimensions of racks (height width and length), aisles
I
Structurai calcuiatiOns:Sterriped by a Washington State hcensod
engineer (reek storage
• : " . ::•••
RESIDENTIAL
NEW •SINGLE-FAMILY.:DWELLING.5/4DPIllONS;1•:
Completed building parfait application (ono tor each
• .A NNA/SATEL PI SI-NP
016164: building permit appIiction
Two (2) sets of plans which include
Site Pion (showing bthlding arid Iocaton al antenrta/sateflite dtsh)
engioser may be requked
[
• '1. 1. • • 1 •
EP IP ENTIA EMODELS'''
..••• ..•"•• ••• • • ••
' .
Completed building Pet-Mitapplication:(one:tereach:Sti004te
Assessor Account Nunibar
............., sais of working drawlngs which Inclu
Site plan
Fouridation plan
Floor plan
'Building elevations (aU views
Buiiding cross section
•• . •.• . • . •
******4v****k***************************************************
CITY OF .I.OKWILA•1: WA ; . • • :TRANSMIT
*******:***kk4.***4********A.****#******4*************************
TRAN8MI1 : Number :9;3000862 Amount; 9 40 :07/07/93 19.:56
• ieritit No 1393-0226 ,Type:: 0-RACK RACK' ,STQRAGE:
.''Pitr.cel 'NO 788890-0121 • , '
Site Addi4ets):• 184 05', OLYMPIC :AV •:S •
Paymerit Method l:HCSH Nctatian TC1 CABLEVISM !hitt-80)
Ac66ont Code . Desc.riptior Paid
000/322..100 BUILDING NONRES:- : 54.90
000/386 i.9041 81AIE BUILDING :$URCHRGE
ToaI (T1.114 fayneht):
Total Fees:, 59.40
Total Al 1 Payments: 59.40
Balance: .00
GENERA : 54.90.
GENERA 4.50
TOTAL 59.40
CASH 60.00
CHANGE 0.60
2207A000 10:54
CITY OF TUKWILA
Address 18435 OLYMPIC AV S
Tenant: TCI CABLEVISION OE WASHINGTON
Type:. B -RACK
Parcel # 788890-0121
Permit No:.8937 0226
Status: ISSUED
Applied: 06/18/1993
Issued: 07/07/1993
******************k******** * * * * * * * * **** *, * ** * ** * *** * ** k *ik*** ** *** *`yk * * * *•k* k **
Permit. Conditions:
1 No changes will be made,„,;, to) e pblanYs a,lil qs approved by
Architect and the 1;011 1a. Bui iding: Div'i's o.n
All ';permits, inspdc,tjon records, and approved, la s shall be
maintained ava - l`abil'e. at the ;jp siteS�prior�?�to th'el s. tart of
any: construc¢ l;1Q,n:` These doucu rents are to: ye; aint 1n ,d
available u .i l final i;nspection approval i`sf gr.a,. ,tedd'. °,
`A11 •const.r4 c�tlon to, be done ¢,in conf'or'mance :ii tfi rov,'" cj
Nr,
plans a , , eq,u'ire.mer is of``thei%Uni, orm Bulid >ing Code "x(19 A : _�
rt
Editi:o ,%s- a'rn�te,rded by the Was,ii;ip t,on.State • •13141 lding `Code'Y�� •
Val idl e, of Permit ,,s The ti 'uance oaf " :a permit 8rF apps^ val ofd
plans pe,;cificat runs anti com4 utat ,ons shall not'`,be Mco
str.0 1' to` be a permit ,,,fur,. or` an.,.approval of, any riolatiion ,
axw �* arri
of o ;te' pov i s i orrs of t/ ;Codex or of .any other�:.�
ord ' Inc of .thee uri`sd "i`cti..ari'.�' Na, �.ermi t presuming
aut ity'.o . v 'olateA•- dr`,.•cy ncel the,':pr; .v,•lsi;,o.ns of this code.
shat be' valid F : T '• 100: �4� tff �,
City of Tukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575 -4404
Fire Department Review
Control #893 -0226
(512)
John W. Rants, Mayor
June 28, 1993
Re: T.C.I. Cablevision of Washington - 18435 -B Olympic
Avenue South
Dear Sir:
The attached set of building plans have been reviewed by
The Fire Prevention Bureau and are acceptable with the
following concerns:
1. The total number of fire extinguishers required for
your establishment is calculated at one extinguisher for
each 3000 sq. ft. of area. The extinguisher(s) should be
of the "All Purpose" (2A, 106:C) dry chemical type. Travel
distance to any Fire extinguisher must be 75' or less.
(NFPA 10, 3 -1.1)
Extinguishers shall be installed on the hangers or in
the brackets supplied, mounted in cabinets, or set on
shelves (NFPA 10, 1 -6.9), and shall be installed so
that the top of the extinguisher is not more than 5
feet above the floor. (NFPA 10, 1 -6.9)
Extinguishers shall be located so as to be in plain
view (if at all possible), or if not in plain view,
they shall be identified with a sign stating, "Fire
Extinguisher ", with an arrow pointing to the unit.
(NFPA 10, 1 -6.3) (UFO 10.505A)
Clear access to fire extinguishers is required at all
times. They may not be hidden or obstructed. (NFPA
10, 1 -6.5).
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
City of Tukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575 -4404
page number 2
John W. Rants, Mayor
company or person performing the service. (NFPA 10,
4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and
halon type fire extinguishers shall be emptied and
subjected to the applicable recharge procedures. (NFPA
10, 4 -4.1) 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
10A -4 -4)
2. No point in a sprinklered building may be more than
200 feet from an exit, measured along the path of travel.
(UBC 3303(d))
Exit doors shall be openable from the inside without
the use of a key or any special knowledge or effort.
Exit doors shall not be locked, chained, bolted,
barred, latched or otherwise rendered unusable. All
locking devices shall be of an approved type. (UFC
12.106(c))
Obstructions, including storage, shall not be placed
in the required width of an exit, except projections
as permitted by the Building Code. Exits shall not be
obstructed in any manner and shall remain free of any
material or matter where its presence would obstruct
or render the exit hazardous. (UFC 12.104(a))
Dead bolts are not allowed on auxiliary exit doors
unless the dead bolt is automatically retracted when
the door handle is engaged from inside the tenant
space.
Exit hardware and marking shall meet the requirements
of the Uniform Fire Code. (UFC 12.106- 12.111)
When two or more exits from a story are required, exit
signs shall be installed at the required exits and
where otherwise necessary to clearly indicate the
direction of egress. (UBC,3314(A))
City of Tukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575 -4404
Page number 3
John W. Rants, Mayor
Aisles leading to required exits shall be provided
from all portions of buildings. The width and spacing
of aisles shall be maintained at all times. (UFC
12.104(b))
Exits shall be illuminated any time the building is
occupied with light having an intensity of not less
than 1 foot candle at floor level. Fixtures required
for exit illumination shall be supplied from separate
sources of power for Group 1, Divisions 1.1 and 1.2
occupancies and for all other occupancies where the
exiting system serves an occupant load of 100 or more.
(UBC 3313 (a)(b))
3. Storage may not be closer than 36 inches in all
directions to ceiling -hung "Space or Unit" heaters. (UFC
11.404)
Storage may not be closer than 18 inches below
sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1)
The storage of idle (un -used) pallets is limited to
six feet in height by the Uniform Fire Code. If
storage quantity in excess of six feet in height is
required, outdoor storage must be utilized. (UFC
Standard 81 -1, 4 -4.1)
The critical storage height for high -piled combustible
stock in closely packed piles is 15 feet. (UFC.
9.110). Storage above 15 feet would necessitate
increasing the sprinkler density to extra hazard (UFC
81.105), and adding smoke removal capabilities. (UFC
81.107)
To use any building or portion thereof exceeding 2,500
square feet for the storage of high -piled combustible
stock. A floor plan showing the dimensions and
location of the stockpiles and aisles shall be
submitted with applications for such permits. (UFC
4.108(h3))
City of Tukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575 -4404
Page number 4
John W. Rants, Mayor
In double row racks with heights of storage up to and
including 25', an average nominal 6" transverse flue
space between loads or at rack uprights shall be
maintained. (NFPA 231C 4 -3.1)
High -piled combustible storage is combustible
materials in closely packed piles more than 15 feet in
height or combustible materials on pallets or in racks
more than 12 feet in height. For certain
special- hazard commodities such as rubber tires,
plastics, some flammable liquids, idle pallets, etc.,
the critical pile height may be as low as 6 feet.
(UFC 9.110)
4. This review limited to speculative tenant space only- -
special fire permits may be necessary depending on detailed
description of intended use.
A permit is required to use any building or portion
thereof exceeding 2500 square feet for high -piled
combustible storage. (UFC Article 81)
Any overlooked hazardous condition and /or violation of the.
adopted Fire or Building Codes does not imply approval of
such condition or violation.
Yours truly,
The Tukwila Fire Preventiio Bureau
file
:.nod
}
V•
City of Tukwila
,
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575 -4404
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
Gary L. VanDusen, Mayor
Control No:J)c :^ 22.2
Permit No.
Project Name •i L'' '(A �c'tlti Ic.ft�;, ��F LUA
Address ! !`:�t p) Suite #
Retain current inspection schedule
X�'`� Needs shift inspection
Approved without correction notice.
Approved with correction notice issued
J
f
Sprinklers: 1,
Fire Alarm: ri
Hood & Duct: if
Halon: _77_
Monitor:
Pre -Fire: 1�
Permits:
Ittt
j',{Lt"
Authorized Signature
FINALAPP.FRM
/0//)/5
Dte
T.F. D.: Form P.P. 85
C
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWIL A BUILDING DIVISION
6300 Southcenter. Blvd., #100, Tukwila, WA 98188
QERK NO
206 X431 -3570
enkit.ii bL
Type 01 •
U - —
Date Called:
� g'
A
% � 2 BQrfiG l , U s
Spnstruclons:
_
DLL +1 00-6.)
Date Wanted:
('0-- J5 r 9.3 am. p.m
Requester: s f. &
Approved per applicable codes.
❑ Corrections required prior to approval.
❑ $30.00 REINSPECTION FEE REQUIRED, Prior to reinspection, fee must be paid at
6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
CITY OFTUK i'uLA
LACK STORAGE DIMENSIONS
(NEAR FEET
or
k.
PETERS. lijIGGINS & ASSOCIATES
Consulting Structural Engineers
1225 -F NORTH PACIFIC
GLENDALE, CALIFORNIA 91202
Phone 818549-0072
FACSIMILE TRANSMISSION
TO; 1`( Job No. .(2---2--
Attention: a4 r'✓ L-So - Date 6-23 - _)
Phone 0 FROM: 11
Fax (36 6,j SUBJECT 7- G i
MESSAGE:
t'y />t vt` f '7
g.Aj°d-/S (0.0 s �r�2 a ®f ✓ zj3'
6Z-(frx(2 6/,-y #4/0 tail-‘0y242.2,41_.2i62,1
JUN 23
Of
'�1/4EMaUNi /_y
1`vt4,NT
INCLUDING THIS SHEET, THERE ARE
! TOTAL SHEETS IN THIS TRANSMISSION
Kindly Contest Ua Immediately It The Transmission Is Incomplete
T 00 a MOM end X(1J. -' - '3OSSV $ SN I OD I H • 'L0061 S9 T 94. SZ : O T 86/U/90
DIAGONAL
0.88" diem. x 20 ga
HORIZONTAL
TS 1.25 x 1.25 x 14 ga
BRACING
Dimensions
Beam Details and Properties
(units: inches uno)
Type
D
t
(ga)
Sx
Ix
K4E
4.00
16
0.90
1.86
K4C
4.00
14
1.12
2.32
K5E
5.00
16
1.23
3.20
K5C
5.00
14
1.54
4.00
K6E
6.00
16
1.61
5.04
K6C
6.00
14
2.01
6.29
K6A
6.00
12
2.82
8.81
BRR
1.63
14
0.37
0.30
LAS
2.75
14
0.72
1.00
BAR
3.00
14
0.51
0.76
LAB
3.25
14
0.89
1.48
LBS
3.75
14
1.18
2.27
BBR
4.00
14
0.80
1.59
LCS
4.25
14
1.42
3.12
LDS
5.25
14
1.91
5.10
LOT
5.25
13
2.22
5.86
` LOO
5.25
12
2.57
6.84
1"
11.63"
-•-� -- t
2.63"
Typ UNO
BEAMS
Df
1 5"
I>i }
3"1 `_: 1.25" 3"
x 1+ 1 _
+ 1.625"
A Type B Type
1.625" 1.375"
1"
-1.._ 1.63"
2.63"
Kxx, xxR
Ht�
r:
H t
1.625"
E Type
1.625"
C Type
1.626" 2.375"
COLUMN
1.1125"
F Type
Dimensions and Properties
TUE,ULAP.
COLUMN
Dimensions and Properties
gENERAL NOTES,
1. This drawing shows standard details of the rack
product tine only. See engineer approved
installation drawings (same Job Number) for
components used, special details, arrangement,
and site specific information.
2. The installation drawings govern over this
drawing.
3. MATERIAL
Steel - ASTM A570 Grade 50 UNO
Welding Electrodes - AWS E70 -XX (ell welds single
pass fillet welds designed at 50% stress
levels)
4. Expansion Anchors shall be ICBO approved types. e.g.
N a ti Kwik Bolt (ICBO RR #2156, 4627)
ITW Ramset /Red Heed JS type (ICBO RR #1372)
Gunnebo Taper -Bolt Sup -R -Stud (ICBO RR 03219)
Embedment shalt be minimum 5X Bolt Diameter.
Other similar anchors may be used if ICBO approved. The
anchor types, sizes, and embedmenta shown on the
installation drawing govern over the sizes shown on
this drawing.
Special inspections are not required unless noted
on the installation drawings.
5. Unless noted otherwise on the installation
drawings, the allowable soil bearing value is
1.0 KSF.
uno
14> HOLC
t
i- COWIdGCTOP.
~Me /de+,
Vg; . corwectos.
tg , LOiGKING
Type
t
(ga)
Al;
,
Sx
rx
AC
14
0.41
0.37
1.16
0
AB
.13
0.48
0.43
1.15
0
AA
12
O.S6
0.49
1.14
0
DC
DB
14
13
0.52
0.38
1.05
0 '
0.62_0.45
1.04
0 '
DA
12
0.72
0.51
1.03
0
EC
14
0.67
0.47
1.00
1
EB
13
0.80
0.55
0.99
1
EA
12
0.97
0.62
0.98
1 '
FC
14
0.83
0.54
0.97
1
FB
13
0.98
0.63
0.96
1 •
FA
12
1.18
0.72
0.95
1 •
GC
14
0.67
0.60
1.33
0
GB
13
0.60
0.70
1.32
GA
12
0.93
0.80
1.31
AMMMOMMWOMMillOW
■
J6LGF
II
:N
lir"
1/8"
EXPIRES.
L___ MAX 2"
11 X 17 PRINTED ON NO. 1000H CLEARPRINT"
BRACING CONNECTIONS
\S\ATER,S. I-13 GINS
A D ASSOCIATES
STRU URAI,EN-011Ec:RS
1225 -F 0-TH ACIFIC VENUE
EN' Ali picr 02
8 .d-5394O72
ORA MO A . DES ARE , Ic . •. /
COPY e 01 D •• 1CX . 1 ALTO NQ
Mus SE, Class ?IS eLOCx
OATu
3 -17-
•
■•■■1211IVINNI■OINIMIN MOW
"
1 5$
x `
3"
_1.25" 3"
�..
It 1.625"
A Type B Type
1"
1.63"
t
2.63"
Cxx, xxR
1.625" 1.375"
M t
1.625"
E Type
t 4"
1.625"
C Type
1.625" 2.375"
COLUMN
1.025"
F Type
Dimensions and Properties
TUbULAII
COLUMNO
1.10.' f HoLb
6
t
.�- GONNtGTOR.
HNOLe 16".
Type
t
(ga)
AL;
Sx
rx
ry
AC
14
0.41
0.37
1.16
0.57
AB
13
0.48
0.43
1.15
0.56
AA
12
0.56
0.49
1.14
0.56
DC
14
0.52
0.38
1.05
0.65
DB
13
0.62
0.45
1.04
0.64
DA
12
0.72
0.51
1.03
0.64
EC
14
0.07
0.47
1.00
1.11
EB
13
0.80
0.55
0.99
1.10
EA
12
0.97
0.62
0.98
1.09
FC
14
0.133
0.54
0.97
1.43
FB
13
0.118
0.63
0.96
1.42
FA
12
1.18
0.72
0.95
1.42
GC
14
0.57
0.60
1.33
0.68
GB
13
0.80
0.70
1.32
0.67
GA
12
0.93
0.80
1.31
0.67
' j CONNeGTO1..
0
ti
r/74
/ / / / / / / / / / / / / / / / / / / / / //A
FRONT
TYPICAL ELEVATIONS O
(See installations drawings for specifics)
\-.1.1
Min 3/8" Anchor
(1 per post)
COMNSGTOI<
ies
P N LOGK,NJG
i
iI
0 -lr -q3
/8"
Max 2"
typ ea. leg
SIDE
(B TYPE SHOWN FOR CLARITY)
STANDARD
FOOT PL.
(11 ga) RECEIVED
BASE PLATES OF TUKWILA
Types and Dimensions U 1 8 1993
7"
Min 1 /2" Anchor
(2 per post)
SEISMIC FOOT PL.
(3/8 ")
MAX 2'
3RACING CONNECTIONS
S \`' TER,S. HI . GINS
AND ASSOCIATES
STRU¢TURAL;ENGI(VEt RS
1225- F,,NN0 TH,PACIFIC VENUE
EN ALE. PA T 02
8 8-54,9-0072
DOA NU A DES ARE k'C�H;
COPY O aY PER Y4 A�11. i
WET 8 NED rE ONLY A ALE FOO
BUILD pE MIT A ICA I DRAWM�O
MU5 efYBWNEE� CRO$T{, ,3BLoW
DATE
3 -17 -92
DRAWN
CHECKED
P. H.
PERMIT CENTER
n
SPEEDRACK RACKS
ORIGINAL TUBE COLUMN
STYLE STORAGE RACKS
STANDARD DETAILS
Job #
Drawing #
SR -1
i� 14 gg,
tr
DIAGONAL
d$H
3/8- Anchor
(1 per post)
11.
c
d
t
ONO
2.3e°
1.44-
0.071
3.14
3.25-
1.5°
0.105
16 gm
13 N
0.45
0.71
HORIZONTAL
BRACING
Dimensions
MIX 2°
0
a
7-
Min 1/2- Anchor
(2 per post)
STANDARD See installation dwgs. for custom sizes
FOOT PL. SEISMIC FOOT PL
(11 as)
BASE PLATES
Types and Dimensions
figNERAL_NOTEI
1. This drawing shows standard details of the rack prod-
uct line only. See engineer approved installation
drawings (salsa Job Number) for components used,
special details, arrangement, and site specific infor-
mation. The installation drawings govern over this
drawing.
2. MATERIAL
Steel - ASTN A570 Grade 50 UNO
Bolts - Grade 5 (with proprietary head)
Molding Electrodes - AWS E70 -XX (all welds single pass
fillet welds designed at 50% stress levels)
Expansion Anchors shall be ICB0 approved types.
Hilti Kwik Bolt (IC80 RR 172156))
Phillips Red Head JS type (ICBO RR 0 1452)
Ramat TruBolt (ICBO RR #2391)
Embedment shall be minimum 5X Bolt Diameter.
Other similar anchors may be used if ICB0 approved.
The anchor types, sizes, and embedments shown on the
installation drawing govern over the sizes shown on
this drawing.
Special inspections are not required unless noted on
the installation drawings.
3. Unless noted otherwise an the installation drawings,
the allowable soil bearing value is 1.0 KSF.
e•g•
Beam Details and Properties
(units: inches uno)
Type
A
e.
d
ttWr.
t3
Sx "
. Ili
2.091.
3
2.5
1.63
16 gm
13 N
0.45
0.71
2 -10-1.
3
2.5
1.63
14 as
2.95
0.55
0.87
2.11 -L
4
2.5
1.63
16 gs
0.72
0.70
1.45
2.12 -1.
4
2.5
1.63
14 go
0.88
0.85
1.79
2 -14 -L
4
2.5
1.63
13 go
‘
1.02
2.11
I- .113 -L
5
2.5
1.63
16 gm
1.02
2.65
2- .115 -L
5
2.5
1.63
14 go
1.34
1.25
3.25
2 -J16 -L
5
2.5
1.63
13 go
Erma
inmEEE
1.49
3.87
2 -J17 -L
5
2.5
1.63
12 gm
1.70
4.41
2 -1115 -L
6
2.5
1.63
16 W
1.36
4.19
2 -V17 -L
6
2.5
1.63
14 es
1.67
5.17
20V18-L
6
2.5
1.63
13 go
1.99
6.14
2 -1119 -L
6
2.5
1.63
12 gm
2.30
7.13
2 -V20 -L
6
2.5
1.63
10 P
2.87
8.83
2 -15 -L
4.2
2.5
1.63
14 gs
14 go
1.22
2.71
2 -16-L
4.7
2.5
1.63
14 ge
14 go
1.44
3.57
2.174
5.2
2.5
1.63
14 gm
14 go
1.68
4.58
2 -18-L
5.7
2.5
1.63
14 gm
14 go
1.93
5.74
2 -19-L
6.2
2.5
1.63
14 go
14 ga
2.20
7.08
-
2 -204.
6.29
2.5
1.63
12 M
14 go
2.64
8.51
-
2-21-1
6.29
2.5
1.63
10 go
13 go
323
nisom
•10.5
.e-t>•
B
Typ UNO
uno
0.75"
t
Z1d
A 1.. - s•,f -- t 2
B
1T -13,14
BEAMS
Dimensions and Properties
Post Details and Properties
(units: incites uno)
(ell properties net section)
�.�
11-06
t
w
0MS
14 gs
2.95
1:63
0.42
0.45
1T -65
13 N
2.95
1.63
0.51
0.51
InE
11-07
12 gm
2.95
1.63
0.58
0.59
13 go
2.95
2.3
0.72
0.77
E
12 go
2.95
2.5
0.83
0.88
11-09
12 gm
2.95
2.33"
0.86
0.97
FE
KIE
11-10
10 w
2.95
•
1.09
1.25
11-11
12 W
3.95
11E111
1.06
1.51
1T -12
10 N
3.95
3
1.34
1.84
NIE
1T -13
12 N
3.95
4
1.33
Erma
inmEEE
1T -14
10 go
3.95
4
1.66
D
C
TYP UNO 1T-11 TO 1T-
1T-13-
COLUMN
Dtmsnaiorm and Properties
i._._...r MAX 2"
BRACING CONNECTIONS
EXPIRES. 3 cat - G9 �
r/ %°'
PETE S. HIGGIRIS
NO
l«CTU
F NOR
tEN
CO NOS
SON
NWT
%
11 X 17 PNINT[O ON N0. 100011 CLIAN INT •
Beam Details and Properties
(units: Inches uno)
vooloomolow
Type
A
5
d
tar
t 1
r
ce....
i
Amoni
0.71
2.09 -L
3
2.5
1.63
16 go
0.45
0.45
2-10-L
3
2.5
1.63
14 pia
0.51
0.55
0.57
2.11 -L
4
2.5
1.63
16 as
0.58
0.7D
1.45
2-12-L
4
Z.5
1.63
14 pa
0.72
0.65
1.79
2-14-L
4
2.5
1.63
13 ea
0.53
1.02
2.11
2 -J13 -L
5
2.5
1.63
16 06
0.56
1.02
2.66
3.23
2 -J15 -L
5
2.5
1.63
14 ga
1.09
1.25
2 -J16 -L
5
2.5
1.63
13 M
-........---.0,..........
1.49
1.70
1.36
3.57
4. 4.19
2 -J17 -L
5
2.5
1.63
12 oa
2 -V15 -L
6
2.5
1.63
16 ga
11 -13
2 -V17 -L
6
2.5
1.63
14 g•
1.69
1.67
5.17
2 -V15 -L
6
2.5
1.63
13 ea
1.65
1.99
6.14
2.719 -1.
6
2.5
1.63
12 N
2.30
713-„
5.55
2 -020 -L
6
2.5
1.63
10 w
2.57
2.15 -L
4.2
2.5
1.63
14 oa
14 os
1.22
2.71
2 -16-L
4.7
2.5
1.63
14 a
14 es
1.44
3.57
2 -17 -L
5.2
2.5
1.63
14 go
14 ga
1.65
4.55
2.15 -L
5.7
2.5
1.63
14 go
14 ga
1.93
5.74
2 -19-L
6.2
2.5
1.63
14 N
14 W
2.20
7.05
2 -20-1.
6.29
2.5
1.63
12 p
14 ga
2.64
8.51
2-21-1.
6.29
2.5
1.63
10 es
13 in
3.23
•10.5
0.75"
d
B
Typ UNO
A t1
t
BEAMS
0.75'
d
B
1T -13,14
Dimensions and Properties
t2
Post Details and Properties
(units: inches uno)
tali properties net section)
Typo
t --
V
D
r
r
1T -06
14 pa
2.95
'1.63
0.42
0.45
1.23
0.61
11-65
13 sa
2.95
1.63
0.51
0.51
1.22
0.61
11-07
12 ga
2.95
1.63
0.58
0.59
1.22
0.60
11 -93
13 pa
2.95
2.5
0.72
0.77
1.25
0.90
17-92
i 12 oa
2.95
2.5
0.53
0.88
1.25
0.90
1T -09
12 go
2.95
2.93
0.56
0.97
1.29
1.05
11-10
10 ea
2.95
2.95
1.09
1.25
1.25
1.03
1T -11
12 go
3.95
3
1.05
1.51
1.66
1.12
1T -12
10 N
3.95
3
1.34
1.84
1.65
1.09
11 -13
12 ea
3.95
4
1.33
1.92
1.69
1.47
1T -14
10 6o
3.95
4
1.66
2.36
1.65
1.44
L .-. -r MAX 2"
BRACING CONNECTIONS e
D
WJ
TYP UNO
D
1T-11 TO 1T -13
1T-9-
COLUMN 1
Dimensions and Proportion
/%-
PETE' S. HIG_GI S
' CTU
ND ' SS • S
S U . NG �IEER
122 F NOR j' PACIFIC )j1VEN E
GLEN •f LE, CA 91 402
549 -007
WINO A . DESIGN A ,��•,t
� IRO S loom A VA •• FOR
MUNN AM
ACOW 111.
STANDARD
iboodLAnnii
1■4
v
FRONT
TYPICAL ELEVATIONS
(See installations drawings for specifics) -
8 ga
3/4"
2.25"
Qr •••h..
Z to
O
O Lu
-�- • .h..
SIDE
RECEIVED
CITY OF TUKWILA
BEAM - COLUMN CO
Et1
8 1993
PERMIT CENTER
OATI
8 -25 -91
aIIau
P. H.
UNARCO
FLOATING WEDGE TYPE
STORAGE RACKS
STANDARD DETAILS
Job #9 2 2
Drawing #
UN -2
Speedrack
18435
T.C.I.
and Sturdy. -Bilt Racks
Location:
Olympic Ave., South
Seattle, WA
Prepared For:
Prepared By:
Peter S. Higgins And Associates
Consulting Structural Engineers
1225 -F North Pacific
Glendale, CA 91202
(818) 549 -0072
1
This Document,,,,4 the
and Associgg.tes. It is
be repro.dced in any
Higgins and Associate
Noti
1. this c l ati
gontain 4 sh e
the nex page
Sectio . A ( o
ink o a o =s
catcul= n l
Peter S. Higgins, S.E.
Job Number 922
June 11, 1993
EXPIRES. 3, - '� �.. 114. J
esign it ,cant
rovid as an instr
ash n without the wr
copyright by Peter S. Higgins
ent of service, and shall not
tten permission of Peter S.
Ms
�Departments
ding permit approval, it shall
ad in the ble of contents on
ed by wings l (d`in
ropri seals a atures in
same Job Number Reference. The
block.
S G
0
•
IES ARH XNYALID'
RECEIVED
CITY. OF TUKWILA
JUN 1.8 1993
PERMIT CENTER
PETER S. HIGGINS AND ASSOCIA ES
CONSULTING STRUCTURAL ENGINEERS
Project: T.C.I. Job No. 922
June 11, 1993 Sheet ii
Table of Contents
1 Reference Data 1
1.1 Documents 1
1.1.1 Drawings 1
1.1.1.1 By Peter S. Higgins and Associates 1
1.1.1.2 By Others 1
1.2 Loads 1
1.2.1 Vertical (Dead plus Live) 1
1.2.1.1 Speedrack Racks 1
1.2.1.2 Sturdi -Bilt (Unarco) Racks 1
1.2.2 Seismic 1
1.2.2.1 General (1991 UBC Standard 27 -11) 1
2 Speedrack Racks 2
2.1 Components and Geometry 2
2.2 Check Beams 2
2.2.1 Design Forces 2
2.2.2 Beam Properties 2
2.3 Check Posts (Dead plus Live Loads) 3
2.3.1 Load to Post 3
2.3.2 Post Properties (net section) 3
2.4 Longitudinal Seismic 3
2.4.1 Base Shear 3
2.4.2 Design Forces 3
2.4.3 Post - Combined Stresses 4
2.4.4 Beam Connections 4
2.4.4.1 Design Forces 4
2.4.4.2 Connection Capacity 4
2.5 Transverse Seismic 4
2.5.1 Base Shear 4
2.5.2 Design Forces 4
2.5.2.1 Stability 5
2.5.2.2 Brace 5
2.5.2.2.1 Tension 5
2.5.2.2.1.1 Design Force 5
2.5.2.2.1.2 Brace Capacity 5
2.5.2.2.2 Compression 5
2.5.2.2.2.1 Design Force 5
2.5.2.2.2.2 Brace Capacity 5
2.6 Slab on Grade 6
3 Sturdi -Bilt ( Unarco) Racks 6
3.1 Components and Geometry 7
3.2 Check Beams 7
3.2.1 Design Forces 7
3.2.2 Beam Properties 7
3.3 Check Posts (Dead plus Live Loads) 7
3.3.1 Load to Post 7
3.3.2 Post Properties (net section) 8
3.4 Longitudinal Seismic 8
3.4.1 Base Shear 8
3.4.2 Design Forces 8
PETER 8. HIGGINS AND ASSOCIATES
CONSULTING STRUCTURAL ENGINEERS
Project: T.C.I.
June 11, 1993
Job No. 922
Sheet iii
3.4.3 Post - Combined Stresses 8
3.4.4 Beam. Connections 9
3.4.4.1 Design Forces 9
3.4.4.2 Connection Capacity 9
3.5 Transverse. Seismic 9
3.5.1 Base. Shear 9
3.5.2 Design Forces 9
3.5.2.1 Stability 10
3.5.2.2 Brace 10
3.5.2.2.1 Design Force 10
3.5.2.2.2 Brace Capacity 10
3.6' Slab .on Grade 10
PETER S. HIGGINS AND ABSOCIA�ES
CONSULTING STRUCTURAL ENGINEERS
Project: T.C.I. Job No. 922
June 11, 1993 Sheet 1
1 Reference Data
This calculation reviews the installation of storage racks for
structural adequacy. The sealing of drawings is for the struc-
tural review of the storage racks only. Other information is not
reviewed, nor approved.
1.1 Documents
1.1.1 Drawings
1.1.1.1 By Peter S. Higgins and Associates
SR -1, UN -2
1.1.1.2 By Others
Northern Steel D0488
1.2 Toads
1.2.1 Vertical (Dead plus Live)
1.2.1.1 Bpeedrack Racks
Loads per level = 4.0 kips
Design beams for 25% impact
1:2.2.2 Sturdi -BiLt (Unarco) Racks.
Loads per level .= 3.5 kips
Design beams for 25% impact
1.2.2 Seismic
1.2.2.1 General (1991 UBC Standard 27 -11)
Where:
RI z_0.3
t✓ 1=1.00
Thus:
0,5631V
V <..
-r
le 2/3
W
within the range:,
0.03W5. V5. 0,137li/'
Rw =8 Longitudinal
6 Transverse
S <1.5 (unless lower value per-
Mated 'by soils report)
W =Total Load (Dead Load of-rack
is usually, negligible)
T maybe determined by any rational method, or the.
default C /RW of 0.46 may be used.
TER S. HIGGINS AND ASSOCIA'LS
CONSULTING STRUCTURAL ENGINEERS
Project: T.C.I.
June 11, 1993
Job No. 922
Sheet 2
2 Speedrack Racks
2.1 Components and Geometry
W
W =108"
a =60"
.b =60"
c =60"
Beam Type
2.2 Check Beams
2.2.1 Design Forces
< Lbw.
Al _ (2)(8)
33.8 inch kips
2.2.2 Beam Properties
1'
2.625'
H =192"
D =44"
1Y =55"
Upright Type
K5E
D= 5.00 ".
S 1.625" t =16 ga
Sx =1.23 in3.
Ix 3.20 in4
M
min 30 ..
=1.13 in3.
O.R.
C
PETER S. HIGGINS AND ASSOCIATES
CONSULTING STRUCTURAL ENGINEERS
Project: T.C.I.
June 11, 1993
Job No. 922
Sheet 3
2.3 Check Posts (Dead plus Live Loads)
2.3.1 Load to Post
P < (# of levels)(L)
2
=6.0 kips
2.3.2 Post Properties (net section)
.DB Column
t =13 ga
As =0.62 in2
Sx =0.45 in3
1.625" rx =1.04 in
Sy =0.32 in3 .
ry =0.64 in
2.4 Longitudina]. Seismic
ly /ry =86
a /rx =58
Fa =17.8 ksi
Pa =11.Ok
)4Xa =13.5"
2.4.1 Base Shear
Determine Period - Rayleigh Method - This equation has been
reviewed and approved by ICBO for use with steel storage
racks.
1
T>2300
W3
(2n • + 2n+
Substituting yields:
T >2.5 sec
Thus:
V <0.039W
,2.4:2 Design Forces.
P< k V< k
M <Va /2 =0 0 12 =nk
Units :. kips, inches, seconds
Where:
W = Load per level
L = Spacing between levels
I = Moment of inertia of
post
n = Number of levels
PETER S. HIGGINS AND ASSOCIA
STRUCTURAL ENGINEERS
Project: T.C.I.
June 11, 1993
Job No. 922
Sheet 4
P <6.Ok; V <0.23k
M <Va- (1.3)P
< (0.23)(60) - (1.3)(6)
= 7.0 inch kips
2.4.3 Post - Combined Stresses
P M
-_. + —,
Pa Ma
=1.06 <1.33 O.K.
2.4e4 Beam Connections
214141 i Design Forces
Mconn<7.0 "k
2.4.4.2 Connection Capacity
(fixity due to width
of base plate)
Standard Connection
Ma= (1.33)(4.6)(4)= 24.5in
3/8" diam. Pin.
Va= 4.6kips
(Double Shear)
2.5 Transverse Seismic
2.5.1 Base Shear
Use Code Default Values
V= 0.14W =1.68k
for
CS
2.5,2 Design'FQ.rces
PETERS. HIGGINS AND ASSOCIATES
CONSULTING STRUCTURAL ENGINEERS
Project: T.C.I.
June 11, 1993
Job No. 922
Sheet 5
P
EQ
2.5.2.1 Stability
Vh'
138g= D
h' =120 inches
Peq =4.6 kips
Note: Bracing shown is schematic - see
this section, subsection .2 for actual
geometry.
Peq <PD +L - Stable -No Uplift. Anchors provide added Factor
of Safety.
Use min. 3/8" diam. ICBO approved expan-
sion anchors.
Minimum embedment 2" into slab.
2.5.2.2 Brace
2.5.221Tension
2.5.2.2.1.1 Design Force
Tbr<2.3k
2.5.2.2.1.2 Brace Capacity.
7/8" Diameter X 20 ga. tube. As =0.092 Ta =3.7 kips
O. .
O.K.
2.5.2.2.2 Compression
2.5.2.2.2.1 Design Force
Pbr <1.7k
2.5.2.2.2.,2 Brace Capacity
TS 14 X 14 X 18 ga As =0.23 in2
r =0.49 in
Q =1.00
Fa Pa.
(ksi) (k)
ti.
PETER S. HIGGINS AND ASSOCIATES
CONSULTING STRUCTURAL ENGINEERS
Project: T.C.I.
June 11, 1993
Job No. 922.
Sheet 6
2.6 Slab on Grade
Treat slab as equivalent unreinforced square footing
Where:
B =12 --)
Q.
=29.4 in
P = 6.0 kips
b = 3 in. (average)
t = 6 in.
f'c = 2,000 psi
Qa = 1.0 ksf
(12)(t2)
6
3 Sturdi-Bilt (Unarco) Racks
P TER S. HIGGINS AND ASSOCIA'ES
CONSULTING STRUCTURAL ENGINEERS
Project: T.C.I.
June 11, 1993
Job No. 922
Sheet 7
3.1 Components and Geometry.
w
W =120"
a =60"
b =60"
c =60"
Beam. Type
2-J13-L.
3.2 • Check Beaus
3.2.1 Design Forces
M <
L114/2
(2)(8)
!//////.
H =192"
D =44"
1y =53"
1d =62"
Upright Type
1T -08
S min
=32.8 inch kips =1.09 in3
3.2.2 Beam Properties
0.75
2 -J13 -L
Z 1.63" t =16 ga
Sx =1.02 .in3.
-'' Ix =2.65 in4
2.50'.'
3.3 Check Posts (Dead plus Live Loads)
3.3.1 Load to Post
<(W of levels)(L)..
2
=5.3 kips
Say O. R.
(Y....
PETER S. HIGGINS AND ASSOCIATES
CONSULTING STRUCTURAL ENGINEERS
Project: T.C.I.
June 11, 1993
Job No. 922
Sheet 8
3.3.2 Post Properties (net section).
2.95"
X. - - --
2.95"
X
1T -08
t =13 ga
As =0.74 in2
Sx =0.83 in3
rx =1.30 in
Sy =0.55 in3
ry =1.06 in
3.4 Longitudinal Seismic
1y /ry =50
a /rx =46
Fa =24.4 ksi
Pa =18.0k
MXa =19.9-1
3.4.1 Base Shear
Determine Period - Rayleigh Method - This equation has been
reviewed and approved by.ICBO for use with steel storage
racks.
T> 1
2300
h/ L 3
1
Units: kips, inches, seconds
Where:
W = Load per level
2n 2+2i2+ 1) L =, Spacing between levels
I = Moment of inertia of
post
n = Number. of 'levels
Substituting yields:.
T >1.7 sec
Thus:
V <0.05OW
3.4.2 Design Forces
p<5.3k; V <0 26k
M <Va- (1.3)P
< (0.26)(60) (1.3)(5.3)
= 8.8.inch kips
3.4.3 Post - Combined Stresses
(fixity due to width
of base plate)
P PER S. HIGGINS AND ASSOCIA.JS
CONSULTING'STRUCTURAL ENGINEERS
Project: T.C.I.
June 11, 1993
Job No. 922
Sheet 9
3.4.4 Beam Connections
3.4.4.1 Design Forces
In general for a given level
corm
mi
i+ 1
2
Column Moments Connection Moments
M3 =2.6in k M3 =1.2in k
M2 =5.4in k M2 =4.1in k.
M1 =8.8in k 141 =7.1in k
3.4.4.2 Connection Cay
6ga:
3/4"
2.25"
"Floating Wedge ", Connection
3/4"x8 ga hook Fyy=45 ksi
Ta =(0.6) (45) (0.1b4) (0.75)
=2.2 kips
Ma =(1.33) (2.2) (3) =8.8in k
O.K.
3.5 Transverse Seismic
3.5.1 Base Shear
Use Code Default Values
V= 0.14W= 0.1.47k
3.5.2 Design Forces
v
Project: T.C.I.
June 11, 1993
PcTER S. HIGGINS AND ASSOCIA2'
CONSULTING STRUCTURAL ENGINEERS
Job No. 922
Sheet 10
D
..
v
* P
EQ
3.5.2.1 Stability
Vh'
Peq D..
h1 =120 inches
Peq =4.0 kips
Note: Bracing shown is schematic - see
this section, subsection .2 for actual
geometry.
Peq <PD +L - Stable -No Uplift. Anchors provide added Factor
of Safety.
Use min. 3/8" diam. ICBO approved expan-
sion anchors.
Minimum embedment 2" into slab.
3.5.2.2 Brace
3.5.2.2.1 Design Force
Pbr <2.Ok
3.5.2.2.2 Brace Capacity
0.071" Anet -0.34 in2
w
rmin =0.46 in
Q =0.82
L
(in).
2$
kl
r
Fa.
(ksi)
Pa
(k)
62 135 8.88 3.22. O.R.
3.6 Slab on Grade
OK per previous check
O.R.
CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1677 06/23/93
Activity Table Processing RACK STORAGE PERMIT
Permit No: B93 -0226 Tenant: TCI CABLEVISION OF WASHINGTON
Status: PENDING Address: 18435 OLYMPIC AV S
Base Information
Parcel No: 788890 -0121
Owner: ANIXTER BROTHERS INC
Validated By: SLB
Status: PENDING Applied
Act /Inactive: A Completed
Nature of Wk: BOLT STORAGE RACKING TO
Location:
Zoning: CM
UBC Edition: 1991
Rack Storage Dimensions - Linear Feet
63
.135
54
54
30
30
Type: B -RACK Vers: 9101 Screen: 01
Plan Ck Approved: / /
: 6/18/1993 Issued: / /
: / / To Expire: / /
FLOOR.
Valuation: 8,000.00
x Height = Totals
15.0 945
15.0 2,025
15.0 810
15.0 810
15.0 450
15.0 450
F7= Update, F2= Previous Line, F1= Screen Index, ESC = Cancel Update
CITY OF TUKWILA Id: ROUT130 Keyword: UACT • User: 1677 06/23/93
Activity document routing maintenance. RACK STORAGE PERMIT
Permit No: B93 -0226 Tenant: TCI CABLEVISION OF WASHINGTON
Status: PENDING Address: 18435 OLYMPIC AV S
Route: 1 Current Route Line: 3 of 6
Packet Units Description Station Status Received Assigned Complete
aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa
Packet Units Action Station Initials Status. Received Assigned Completed
RACK 01 01 C BLDG KEN Approved 06/18/93 06/23/93 06/23/93
Priority (0 /low..9 /high): 0
Regular hours (HH.MM): .00 Overtime Hours(HH.MM):
Continents 1[CALLED JIM HALL TO HAVE CLEARIFACATION ON THE NUMBER ANCHOR ]
2[BOLTS REQUIRED BY ENGINEER. WILL HAVE ENGINEER CONTACT ME.]
3[O.K. 6/23/93 KEN
4[
5[EXITS O.K.
6[
7[FIRE.- PLEASE REVIEW AND COMMENT.
8[
9[
10[
aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa
F1 =Help, ESC =Exit current screen.
NOTES:
1.RACK IS LOCATED IN SEISMIC ZONE 3
2. CONCRETE FLOOR SLAB IS 6" THICK WITH
fc' =2,000 PSI.
3. ALLOWABLE SOIL PRESSURE IS 1,000 PS-.
RECEIVED
JUN -1 1993
PETER S. HIGGINS & ASSOC.
K5C- 108 -BA BEAMS
.4375 R
U -044 -192 DBT
FRAME
.j►+- ;/4 REF
#
BRACKET ASSY
vets\
BEAM SECTION 073 Tf+KC.
3" X 3" X 11 GA. BASEPLATES
SPEED RACK DETAILS
SCALE: NTS
S802 -45 120 BEAMS
SB01 _38
UPRIGHTS
- 1 3 GA
Base Plote Detail
Horizonte!
..A
— 5" X 5' X 13 GA. BASEPLATES
13'•10' 44" 44• 12'•2
Floor Anchor Detail
MIN. EMBEDMENT c2 '
FLOOR PLAN
+ un Plan etteck approvals at e
t the d aPP
iss+onsan at of t underi oes andom the o Pt o1{ can tot s
pass does de OT o dinaoce. �t of c ed' any
of approved plans adopt d
tTacta Y_ - - -r..
Data
permit N
UNARCO RACK DETAILS
SCALE: NTS
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JUN 11 '93
REVIEWED AND APPROVED
PETER S. HIGGINS S ASSCC.
CONSULTING STRUCTURAL
ENI1KERS
•
-••
•
. •
•
250'
50'
17.
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EXISTING STAIR
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EXISTING DOCK HIGH DOORS
EXISTING STAIR AND EXIT
EXISTING STAIR AND EMT DOOR
NOTE: ONE ADDITIONAL EXIT DOOR AND STAIRWAY
MAY BF REQUIRED ON WEST WALL BETWEA
GRIDS 3 AND 4 DEPENDING UPON
WAREHOUSE LAYOUT
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THRU C/A 12-43-48 TH S 01-19-CO E 24.77 FT
To TP06
1G a INA la Ft I. Psi CD-r las
I. .G.EliEggl.
VERIFY AND C.CHEM.! ALL DIMENSIONS AND DUSTING
CONDOKENS. NOTIFY OWNERS REPRESENTATIVE FERRARI
DESIGN GROUP (FOG) OP ANY OtSCREPANCIES OR
comma's ADV..Y AFFECTING DIE DESIGN GR
PACGRESS OF WOW PRIOR TO PROCEEDING BATH THE ITEM
OF WORK AFFECTED.
B. COMPLY MTH ALL APPUCABLE CODES AND ORDINANCES.
LAWS AND ORDINANCES GWEN IN CASE OF CONFLICT
BEWEEN I.LEAKIDS OR STANGARDS OF INSTALLATION OFI
MATERIAL OUAUTY. NOTIFY (F 00)0F ALL CONFUCTS.
C. OBTAIN SEPARATE PERMITS FOR ALL ADDITIONS AND/OR
mooinaknOttS TO:
1. MECHANICAL
2. ELECTRICAL
3. FIRE SPRINKLEIS
4. FIRE MAWS/PROTECTION
IN ACCORDANCE WITH AND AS REQUIRED BY ALL C3DES ANO
REGULATION%
D. COMPLY WITH REQUIREMENTS IN THESE SPECIFICATIONS
FOR STANDARD OF WORKEWISHIP. PERFORMANCE, A140
QUALM.
1. WHERE MATERIAL% FINISHES OR EQUIPMENT IS NOT
SPECIFICALLY IDENTIFIED. '11IE CONTRACTOR WILL OE
REWIRED TO SUBMIT SAMPLES OA INFORMATION
DETERMINING OIJAUTY ANO PERFORMANCE TO
OWNER. PRIOR TO ANY WORK.
E COORDINATE stuvuEns ANO SUBCOMNACTOFtS FOR
PROPER SEOLIENTX OF OPERATIONS: PREVENT DUPLICATION
OF EFFORT: PROVIDE ORDERLY PROGRESS OF 1MORX
F. MANI•NA STRUCTURAL INFEGRITY OF ROOF STRUCTURE DO
NOT USE 5 X 4 ROOF STIFFENERS FOR COUNG SUPPORT.
SPR:NIQER PIPE SupPFIRT. MECHANICAL CT HANGER
SURONT. ETC. 00 NOT CUT STIFFENERS.
=MIS: NONE REOUIRED
.121.31:02 PSI AT 23 DAYSNHERE REQUITE°
Ideaftly- NONE REQUIRED
EMALS
A. FRAMIRG:' 'GRABBER' CR ECUNALF-NT. AS DETAILED ON
DRAWINGS. WITH FIRE BLOCKING AS REQUIRED BY COOE
BOTTOM RATE CONNECTION Ix DIAMETER RMASET AT 24'
ac.,, PENETRATE INTO CONCRETE 1.1/4'1.11M/AUM.
EL PROVIDE GALVANIC INSULATION BETWEEN DISEMAILAR
METALS WHERE IN CONTACT.
C. NJ. MISCELLANEOUS ANO STRUCTURAL STEEL AS nA
.3E203 P51) UNLESS NOTED OTHERWISE.
gthelaniX
A. GENERAL: PROVIDE BLEOCING AS REOLNIED.
B. PLYWOOD: VW EXTERIOR GIDE PLYWOOD.
7. DIEBELEALQ113311MQ=11Qd
A. ROOFING:
•i. RASH AND COUNIERFLASH ure AND ALL
PENETRATIONS OF ROOFING. 11013F PATCHING MUST
BE ASPHALT BASE AtATETUAL COMPATIBLE wrTH
vETSFY WARRANTY
13. QQQ83.-YalilleffialEalAM8
• A. .00011S: 3•0 BY To. 14/4. INCK H°(1-°W PACTAL UNUMS.
s REQUIREMENTS OF 00=4 ACOF WITH OWNER.
' HDTV) OTHERWISE. INSULATED MEE RECUMED. .
1: ALL DST 0031IS WU- SE OPEMBLE FROM THE INSZIE
, WITHOUT USE OF ICF-Y OR ANY SPECIAL KNOWLEDGE OR
E6 ntvami liOLLZAV METAL 18 GAUGE. COMMERCIAL SEE5ES.
1. L., ALL }WS/NAPES( 5:FRAGE LOCI( COMPANY. MATCH
DICTAIG AND VERIFY KEYMG REGUIRENENTS WITH
AL- HARDWARE USELT IN ACCESSIBLE SWUM= AND
r 111 ,PACIUTTES.31AU- M.Y.RXIM TO THE REOULEMENTST • -.
a1*.ARsgmuTir,..k WVr
mummer REQUIRED: FOR COMPLETE INSTALLATION ,LS19
F
pnallier GLAZING SUBJECT TO: FEDERAL GIAZING • •
== B1EAhl3 GLAZING SUBCONTRACTOR SHALL BE
FOR , ADHERENCE TO THE
• :.,v4r-hlocinc.i,notta 011 ADomer, TO smAL-=Florrr en
ZWRiDOW RIAABNG ANO GLAZIMI SHALL. MATC}I • .);'; 'L..I
9. Mgt&
5/Ir GYPSUM BOARD, TAPED AIM
ATTA04 TO FRAACNO/FURRNG WITH 1 �W 5. SCFEWS
AT/3' 00 AT PA.NA.1. E.13G03 AND I 2* 0.C. AT LNIERCR•
10: EEC2,tIalES NONE REQUIRED
11. ? EQUIPMENT. NONE REQUIRED
12. ELLSNINigtra,- NONE SEMMES)
13. 51X28L.CDUS2aSKTELN • NON E REQUIRED
14. SZCIFMLN13.2LSMUS - NONE F.EOUIRED
15. • MErN-ANICAI UNDER M.ARATE RMIT
. ,
•
A. , FIRE SPRINKLERS: ANY AND ALL ADDITIONS OR
' "1 MODIRCATIONS AS REQUIRED BY COM AND NEPA'', •
PAA4PHLET wont tt sc ay SEPARATE PERMIT. •
18. UNDER SEPARATE PEWIT
L 12 T N 1 1-2- E 1:13 iT Q TPOD TH N 78-7.*5-T.C;
ANti-GSCU7T1'1--;6•1;CI101-1:". r' A iR 144fst _T-z °El-S.41.5 FT
TAX ASSESSORS PARCEL NO. 88890-01210
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FERRARI CIESIGN GROUP
911-rig"TvFilafitA
JUN 18 1993
PERMIT DENTEN
S IE CT' I CD.11011
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