HomeMy WebLinkAboutPermit B96-0030 - GROUP HEALTH COOPERATIVE - STORAGE RACKSCity of Tukwila L. L (206) 431 -3670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
RACK STORAGE PERMIT
Permit No: B96 -0030
Type: B -RACKS
Category:
Address: 12400 EAST MARGINAL WY S
Location:
Parcel #: 734060 -0480
Zoning: M1
Contractor License No.: LEASECL118NB
TENANT GROUP HEALTH COOPERATIVE
12400 EAST MARGINAL WY S, TUKWILA WA
OWNER GROUP HEALTH COOPERATIVE
JIM DOUMA PROPERTY MGMT, 521 WALL ST,
CONTACT BRIAN BERG
NBJJ, 111 S JACKSON, SEATTLE WA 98104
CONTRACTOR LEASE CRUTCHER LEWIS;: Phone: 206 622 -0500
107 SPRING STREET. SUITE 500, 'SEATTLE,.; WA 98104
************** * * * * * * * * * * * *r4 * * * * * * * * * * * * ** k * ** *-k*'* **** * * * ** k ** * * * * * * * * * * * * **
Permit Description:
INSTALL 1.7,064 L.F. OF RACK STORAGE.
Status: ISSUED
Issued: 02/22/1996
Expires: 08/20/1996
Suite:
Phone: (206)448 -4699
SEATTLE WA 98121
Phone: 206 223 -5213
Rack
Storage dimensions - Linear ;,Feet
1.72
40
24
201
672
r, Height
8.0
10.0
10.0
8.0
20.0
.0
UBC Edition: 1994
Valu'ation: "`' 2,000.00
Totals
1,376
400
240
1,608
3,440
Total. Permit Fee:
********j k************************************ * * **k * * * * * * * * * * * *k * * * * * * * * * **
'17,064
122:..06
__4;e 12eAYL
Permit Cente Authorized ignature
a -aa-9()
Date
I hereby ;certify that I have read and examined this permit and know the
same to be true and correct. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not
The granting of, this permit does not presume to give authority to violate
or cancel the provisions of any other state or local laws regulating
construction or the per •rmance;of work. I am authorized to sign for and
obtain this bu,i'di:ng; p j'iit.
Signature:__�_ Date:
Print Name:_ /�A[714.
12-7//47
Title:
This permit shall become null and void if the work is not commenced
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.
within
DEPARTMENT
DATE IN
DATE APPROV • R EQUIREMENTS / COMMENTS
e BUILDING -
initial review
—.
.16
CE
2 Z q.
RO ED)
-
Z.-- /-
• NSULTANT: Date Sent - Date Approved -
FIRE PROTECTION: L3 Sprinklers
( ) Detectors N/A
Z -- 7 — � INSPECTOR: LGl S/ 0
,FIRE
2' cA,
3RD NOTIFICATION
w
INIT: 4 s /b
FIRE DEPT. LEI I ER DATED:
O PLANNING
ZONING: (BAR/LAND USE CONDITIONS? ( -)Yes L3 No
REFERENCE FILE NOS.:
INIT:
MINIMUM SETBACKS: N- S- E- W-
O PUBLIC
WORKS
h5
UTILITY PERMITS REQUIRED? ( ) Yes ( ) No
PUBLIC WORKS LETTER DATED:
INIT:
C OTHER
INIT:
/1 BUILDING -
v w
final review
. 2.4 / 1 q (i
TYPE OF CONSTRUCTION:
C
� ���
CERT. OFOCCUPANCY?
Dyes � No
, g
UBC EDITION (year):
G I
) G j 4 1 .
INIT: (C�Z•r -�,
BUILDING
OFFICIAL
i`�
V ) 7 -
INIT:
AMOUNT
OWING:
CONTACTED
I Q fir\ Z
1'C � � l �7�
(j�„�
Tom'
(init.)
—.
.16
DATE NOTIFIED
& -11A-q(40
2nd NOTIFICATION
BY:
3RD NOTIFICATION
BY:
(init.)
Qqc) _uilding Permit Application Tracking
PLAN CHECK
NUMBER
gqb -0030
CITY OF TUKWILA
Department of Community Development — Permit Center` •
6300 Southcenter Boulevard - #100, Tukwila, WA 98188
(206) 431 -3670
PROJECT NAME r
C ro O - ea l - h Coo pe Ct- f-- I
ADDESS SUITE NO.
SITE
go o f fflarst 1 \ S
INSTRUCTIONS TO STAFF '� J
• 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.
REVIEW COMPLETED
r
01/08/93
SITE ADDRESS
SUITE #
1400 e Mkgot144 %/TA_
VALUE OF CONSTRUCTION - $
%•_
ASSESSOR ACCOUNT #
i 4 . • QO
PROJECT
�I
TYPE
WORK:
_WA'f
NAME/TENANT
'A6._L114_- b41t R �
OF LJ New Building LJ Addition LJ Tenant Improvemen
Rack Storage 0 Reroof 0 Remodel (residential)
(commercial) U Demolition (building)
0 Other
DESCRIBE WORK TO BE DONE:
lkiaTPU.A.11014 of s1ortbc a letbut.S
BUILDING
USE (office, warehouse, etc.) OFFICE, 1.A6, PEA t,1 C f , Tic L, A P rm tOWSt
WArtti -IojSt 10417 SSi AA Roo lS otivre?AI% rtruin)
WA. ST. CONTRACTOR'S LIC # ,— `� L i C L g
lib
NATURE OF BUSINESS: otebem CAS summit
requirements may need to be met. Please explain:
14I1pir EFt. r -04Zl
WILL THERE BE A CHANGE IN USE? it No 0 Yes If Yes, new building
GgibACIe. Of Use ik170CLIESSE17 Wr714 PSRMI?
k....)UARE FOOTAGE - Building: 210aq,31 Tenant Space: Area of Construction: Zois4s0
WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE
0 No * Yes IF YES, EXPLAIN: FLM 1MALe PIAZERIALS
�.j b tW MA MraALS 10 f ev #43; sicI t
FIRE PROTECTION FEATURES: Sprinklers Ill Automatic Fire
OR HAZARDOUS MATERIALS IN THE BUILDING?
S1or et7 i FL41 i[,QDM.
e tnk.WDe akrz oihnIP, ppreR
Alarm System j rlAZ11CS
PROPERTY OWNER /,.,e,.Up 4 % : cr f
S I
RCPT #
NE 4464145_
ADDRESS
WALL Si SeNTIle, Wilk
`
Fp96121
__52.1
CONTRACTOR LEb► cgulcum Lewis : 1�A,v�
� L GG�•..
PHONE p 4 1 5
EXP. DAT�
PHONE
12'S- s Z 1
_ j5i
ADDRESS 1 51. SeA flLL
WA. ST. CONTRACTOR'S LIC # ,— `� L i C L g
lib
ARCHITECT -_��
NPSfs�-:. IDN TtG
ADDRESS I I 1 ! !TU .1AICLS,o1� I
•t tE
Wx IZIP -leot
DESCRIPTION
AMOUNT
RCPT #
DATE
BUILDING PERMIT FEE
1 I.c35
L((o. 31
pc/ I - 3
p /-31
r -?, r
PLAN CHECK FEE
BUILDING SURCHARGE
_ /
OTHER:
TOTAL -
/a R.n(v
DGl / "3/
"'TY OF TUKWILA
apartment of Community Development - Building Division
6300 Southcenter Boulevard, Tukwila WA 98188
(206) 431 -3670 {= CIS _ 33
IPLAN CHECK
NUMBER
1•• •
APPLICATION MUST BE
FILLED OUT COMPLETELY
C ONTACT PERSON
A PPLICATION 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 oy the Building uivisiorr 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.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO
BE TRUE AND CORRECT, AND I AM AUTHORIZ D TO APPLY FOR THIS PERMIT.
SIGNATURE DATE
BUILDING OWNER
OR
AUTHORIZED
AGENT
DATE APPLICATION ACCEPTED
RECEIVED ATE APPLICATION EXPIRES
CITY OF TUKVI,la
.JAN 301c96 ;1 - 31 -%
PRINT NAME
IADDRESS
003
0
LIM
'SEATTLE W14
BUILDINJ PERMIT
APPLICATION
PERMIT CENTER
PHONEitzsz r5
CITY/ZIP c
PHONE Z .
C...21 9J
DOMMERCIAL
NEW COMMERCIAL BUILDINGS /ADDITIONS
Completed building permit application (one for each structure)
Assessor Account Number
Two sots (2) of the following:
Specifications
Structural calculations stamped by a Washington State licensed
engineer
Li Soils report stamped by a Washington State licensed engineer
n Energy calculations stamped by a Washington State licensed
engineer or architect
Li Legal description
Working drawings, stamped by a Washington State licensed
' architect, which include:
• Site plan
• Architectural drawings
• Structural drawings
• Mechanical drawings
• Elevations
• Civil drawings
• Landscape plan
n
Completed utility permit application (one for entire project) •
Six (6) sets of civil drawings
NOTE :. See utility permit application and checklist for specific utility
submittal requirements.
RACK STORAGE
Completed building permit application
I1 Assessor Accavnt Number
• Two (2) sets of plans, which include
Building floor plan showing:
• Entire space where racks will be located
• Exit doors
• Dimensions of all aisles
L J Tenant space floor plan showing rack storage layout, aisles and
exits.
NOTE: Include dimensions of racks (height, width and length), aisles
and exit ways on plan.
I Structural calculations stamped by a Washington State licensed
engineer (rack storage 8' and over).
RESIDENTIAL
NEW SINGLE - FAMILY DWELLINGS /ADDITIONS
I J Completed building permit application (one for each structure)
I Legal description
Assessor Account Number
I I
Topographical survey
SUBMITTAL T HE KLI
C C S
r I Two sets (2) of working drawings, which include:
•
• Site plan .- -r jOn plan, show closest hydrant location.
• Foundation pl ?n • : Include access to o lld+ing, sin_siln; :.
• Floor plan width and length of access.) ..
• • Roof plan
• Building elevations (all views)
• Building cross- section
• Structural framing plans
Washington State Energy Code data
Completed utility permit application
(� Six (6) sets of site plans showing utilities
NOTE: Building site plan and utility site plan may be combined. See
utility permit application and checklist for specific submittal requirements.
Additional topographical and soils information may be required if unique
site conditions.
COMMERCIAL TENANT IMPROVEMENTS
Two (2) sets of construction plans, which include:
n Site plan
• Location of tenant space
• Existing and proposed parking
• Landscape plan (if applicable, i.e.; change of use)
Overall building plan
• Tenant location
• Use of adjacent (common wall) tenant
• Overall dimensions of building or square footage
n 'Floor plan of proposed tenant space
• Tenant space plan with use of each room labelled.
• Exit doors, egress patterns.
• New walls, existing wall, and walls to be demolished.
Completed building permit application (one for each structure or
tenant)
Assessor Account Number
Construction details
•.Cross sections showing wall construction and method of
attachment for floor and ceiling.
n Structural calculations stamped by a Washington State licensed
engineer may be required if structural work is to be done (2 sets)
: NOTE: If any utility work is to be done, submit separate utility permit
application and plans.. :
REROOF
n Completed building permit application (one for each structure)
Assessor Account Number
Narrative describing existing roof, material being removed, and
material being installed.
NOTE: A certification letter is required prior to final inspection and sign-
off of the permit.
ANTENNA/SATELLITE DISHES
I I
II
Completed building permit application
Assessor Account Number
Two (2) sets of plans, which include:
Site Plan (showing: building and location of antenna/satellite dish)
Details antenna/satellite dish and method of attachment
Structural calculations stamped by a Washington State licensed
engineer may be required
RESIDENTIAL REMODELS
Completed building permit application (one for each structure)
n Assessor Account Number
Two (2) sets of working drawings, which include:
:• Site plan
• Foundation plan
• Floor plan
Roof plan
• Building elevations (all views) •
• Building cross- section
Structural framing plans
NOTE: If any utility work is to be done provide utility permit application
and plans must be submitted,
REROOFS
Completed building permit application (one for each structure)
Assessor Account Number
Narrative describing existing roof, material being removed, and
material being installed.
NOTE: A certification letter is required prior to final inspection and sign -
off of the permit.
CITY OF TUKWILA
Address: 12400 EAST MARGINAL WY S Permit No: B96-0030
Tenant: GROUP HEALTH COOPERATIVE Status: ISSUED
Type: 8-RACKS Applied: 01/31/1996
Parcel #: 734060-0480 Issued: 02/22/1996
********************k*k**kk*Ak***k*-0,**kk**k**k***k****kkk4***44**kkwk444A,
Permit Conditions: _
1 No changes will be made_tothe:planS:Uniess.approved by the
Architect or Engineer:.nandthe
7 All permits, inspeh and approved4fans shall be
available at tneAtOb ite prior to the start o•Cancon-
struction. T64e docUMentaretobe, maintathed andjavail-
able until inspection approval is granted
3. All structural welding
welders 40 tUBC - Sec.
4. All high-strength bolting shO,LWSpecial inspected
Sec. 34(a)6). - •
•
5. BoltsAnsta'1)ed concfr be ' inspected
(UIEICIte06(a2).
6. \/ali ofPermit The issuiii,ke permit or aPpro
,
plans p specificationsand computations shall not be'„con-
strued ttibe a,:perMtt:for, or an approval-of, any violation
"
of any of the provisions of the building code or of any
- _
other or dinane of the iur is.iiction No pet pit prest.nuinotO
give authority to violateOrcancel tne'..proVisions of'ythiS
codeShalL-bevaltd.
7 When ,special inspection I. either required "eithethe owner,
r r:_
at or engineer notify the, fukwila - ,
.
Division of appointment of the ihspectiOn:agencies prior_to.
the first building inspection. Copies of all special
inspection reports shall be submitted-'toHihe BOlding .
Division tria• timely manner. Reports snall'-contain
projedt,HnaMe, permit number and type of inspection being
performe
8. The special insp'ector shall subMit a final signedTeport,
stating whether the work requiring special. inspection
to the bet of the inspector knowledge; in confOrmanCe.:
with approvedplans and specifications and the appli,c461e
workmanship prOlslons of the UBC,
9. All constructiontoe done ),.1cOnforMance witIvapprOved
plans and requiremOspf the Uniform Buildlng...Code (1994
Edition) as amended.
q � ~_ ^ � ��»���~-^ 1@1/96 11:15
unt: 122^06 01p' In,t: XJp
R���MIl numu=^^ 960 /[K N1300 _
Payment Method:- "" Notation: m
~-' .-'---'--------- RACK STORAGE PERMIT
0-RACKS 02/01/96
003O Type:
it No: 896
Permit
.o: 734060-0400 NA ' Y� S 12� 06
'ar, ` 12400 EAST ^~ ' \ Fees: ^ '
'Site Address: Total 12y.0b
� Total ALL pNty: , 00
122.06 Balance: o + ^ +++�
This payment ++*+���*+�*��+*+*+* *
***a^*+++* Amount
�^�+~+«+�+�*+** Description 71.25
Account Code BUILDING ` �ONK�S 46.31
0O0/322^10O PLAN CHECK - .NONK'ESuuH&� 4.50
0O0/345. STATE 8UILDlNu Su"^^^''
OOO/386.9O
-'-.----.-_
123
GENERA
GENERA
GENERA
TOTAL
CHECK
CHANGE
2172A000
71"25
46.31
4.50
122.06
122.06
0.00
Projpv_t
Type of inspectio : F1 A
p 11
( r�e ..J ss;�
A
Q P61144(... I` 7 /
S
Date called:
Special instructions:
Date wanted: _ _ 9 to a.m.
Requester: RA1 1 , t 040 67
Phone N t 4 g - 1 4
1 g
II
�naav�rn :rw•.raa.......: • Vcouinv+m mfavalC y.aruP_VVRNIVEIRM '7OSW5g "'PC•Fk o`t994�4:.
Approved per appliohip c die`
Inspector:
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 9818
MIT NO.
3-1 3670
Corrections required prior to approval.
Date:
Date:
4
S (0
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No,:
Project: 1
Type of inspe tion:
Address: E, i' .. W
Date called: S _ 9
,
Special instructions
6,,aotA. a. ii---
Date wanted:
S— /0 —gila
p.m.
Requester:
M A
Phone No.:
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
()94 0o3o
PERMIT NO.
(206) 431 -3670
Approved per applicable codes.
Receipt No.:
I 1
Corrections required prior to approval.
COMMENTS: td it_t i tre
$42.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Date:
Projec •
so up N S ALT
pe f inspection:
b - �K oCCI LP't
ddr ss:
2 400 r AAMINAI -Ntii
ate called: -
- 1
pecial :instructions:
Date want ed p
� 8'�ilo . .
Requester:
E1A+ 1 r`'ALL
Phone No24 b , L l D ( g
tY.T�ti3 .SN" ....... ` O'amP4.mi:Y.mrpsw
INSPECTION RECORD
Retain a copy with permit . -1
PERMIT NO.
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes. [Corrections required prior to approval.
COMMENTS:
Inspector:
I
f 141 LF'1 ALAC kS
tJ,OA (1Y) S
Y eAt,UirT-
e — LaA-o ycK eNL1
Date: 5/ 819
(206) 431 - 3670
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite•100. Call to schedule reinspection.
Receipt No.:
Date:
Fire Department Thomas P. Keefe, Fire Chief
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits:
City of Tukwila
TUICWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
Project Name (5?/ / / ., ✓► �)
Q
Address / Z 5 r //.44A //.44A //U C I
lJ �
Retain current inspection schedule
Needs shift inspection
Permit No. JC' >9 i` c0
K - Approved without correction notice
Approved with correction notice issued
iLl 6
Authorized Signature Date
FINALAPP.FRM T.F.D. Form F.P. 85
John W. Rants, Mayor
Suite #
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) S7S - 4404 • Fax (206) 5754439
May 28, 1996
City of Tukwila
Building Division
6200 Southcenter Boulevard
Tukwila, WA 98188
Attn: Mr. Duane Griffin
Re: Group Health - Tukwila Permi
12400 E Marginal Way Pharmacy • ousel Rack
Tukwila, WA
Gentlemen,
This is to inform you that registered special inspections have been completed for this project as
per our reports, copies of which have been sent you.
To the best of our knowledge, all work inspected was either performed in accordance with, or
corrected to conform to, the city approved drawings, or engineer approved changes.
Special inspection was provided for:
Expansion Anchor Installation
We trust that this provides you with the information which you require. Should you have any
questions give us a call.
Sincerely,
MAYES TESTING ENGINEERS, INC.
2
Michael S. Dolder, P.E.
General Manager
MSD:lmm
00496d.clo
MAYES
TESTING ENGINEERS, INC.
RECEIVED
cc: Brian Fyall - Lease Crutcher Lewis MY 1 1996
COMMUNITY
DEVELOPMENT
917 - 134th St. S.W., Suite A -1 • Everett, WA 98204 • (206) 742 -9360 • FAX (206) 745 -1737
May 10, 1996
MAYES
City of Tukwila
Building Division
6200 Southcenter Boulevard
Tukwila, WA 98188
Attn: Mr. Duane Griffin
Re: Group Health - Tukwila
12400 E Marginal Way
Tukwila, WA
Gentlemen,
Special inspection was provided for:
Sincerely,
Structural Steel Welding
Expansion Anchor Installation
MAYES TESTING ENGINEERS, INC.
Michael S. Dolder
General Manager
MSD:lmm
00496c.cio
cc: Brian Fyall - Lease Crutcher Lewis
mmansatrirmalw SSran arrvwrva.xcaka.ermas sat.wwaa+raotarnrrnOxfterwerva
TESTING ENGINEERS, INC.
Permit
This is to inform you that registered special inspections have been completed for this project as
per our reports, copies of which have been sent you.
To the best of our knowledge, all work inspected was either performed in accordance with, or
corrected to conform to, the city approved drawings, or engineer approved changes.
We trust that this provides you with the information which you require. Should you have any
questions give us a call.
RECEIVED
MAY 1 4 1996
COMMUNITY
DEVELOPMENT
917 - 134th St. S.W., Suite A -1 • Everett, WA 98204 • (206) 742 -9360 • FAX (206) 745 -1737
r............,cua.v:.:wiar.cv:c Is.:7.tr.on:maa• taara:+- r
Seattle
Bothell
Tacoma
Sumner
Peninsula
Portland
One Lab.
One Consultant.
Pacific(
Testing
Laboratories
One Solution. Sincerely,
Corporate Offices
3257 16th Avenue West
Seattle, WA 98119 -170
U.S.A.
Tel: (206) 282 -0666
Fax: 1206) 282 -0710
: ;ki.a•:+' .�1�&;: -a eCi:YYr+1'A.i : +X,.".4:it RTYI cY+ a! KseAK# e!r Srx! tz :;¢e."flnsh;cr«'re.AYZAIM«. &rzr:e.Sr MIrK a?.•rr MNarYrm tkar m»waeC:rrc tw.ra+ wwa<wAu< ,..
May 6, 1996
Certificate No. 9604 -0050
Mr. Duane Griffin
CITY OF TUKWILA BUILDING DEPARTMENT
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
Subject: Project Name Group Health
Project Address ?400.Marginal Way South
Permit No. B96-0030 ,
We have completed the requestee special on the subject project. Our final
report, dated May 1, 1996, is numbered FR 6556.
WORK REQUIRED WORK INSPECTED
Expansion anchor installation Expansion anchor installation
To the best of our knowledge, all work inspected conformed to approved plans,
specifications, UBC, and related codes, and /or verbal or written instructions from the
Engineer of Record.
Reviewed by: William B. Throne, Manager, Seattle Inspection
JCF /kc
es C. Fre ins, '. ., Presitent
cc: Mr. Richard Chaffee
NORTHERN STEEL
22257 West Valley Hwy.
Kent, WA 98032
(23
MAY 0 9 1c
COMMU
rs'VELO ,...:
A PRINTED ON RECYCLED PAPER
05/07/96 12:25 FAX 206 248 8700 HOLIDAY PARKS
J
HOLADAY- PARKS, INC.
COMPANY: LCL
ATTENTION: Brian Fail
FACSIMILE PHONE NO: 901 -6917
JOB NAMES: Group Health - ROC
NO. OF PAGES (INCL. COVER): 3
REMARKS:
Brian,
Attached is a copy of our fax to Lt. Mosley dated 1/23/96. We asked him to approve the dust
collection system designs. The copy of our phone log verifies that Lt. Mosley called Dan Connell
on 1/30/96 and verbally gave us his approval.
FROM: Randy Ritter
CC: Troy B.
Street Address:
4800 South 134th Place
Seethe, WA 98168 -0218
NOTE: IF YOU DO NOT RECEIVE ALL PAGES, PLEASE CALL IMMEDIATELY.
Mailing Address:
P.O. Box 69208 (206)248.9700
Seattle, WA 98108.9208 FAX 248.8700
WA: HOLADP137INO
tit 001
FACSIMILE COVER SHEET C)
DATE: May 7, 1996
JOB NOIS): 43015
INITIALS: Rfa
Alaska, Division:
1820 Merike (907) 452-7151
Fairbanks, AK 99709 FAX 452.3800
AK: AA061 a
05/07/96 12:25 FAX 206 248 8700
•
HOLADAY- PARKS, INC
COMPANY: Tukwila Fire Department
ATTENTION: Lt. Jim Mosley
FACSIMILE PHONE NO: 575 -4439
NO. OF PAGES (INCL. COVER): 4
REMARKS:
FROM: Dan Connell, Project Engineer,
248.8717
CC: Troy Bloedel
Street Address:
4600 South 134th Placa
Seattle, WA 98188 -6218
Matag Address:
P.O. Box 69208
Seattle, WA 98168 -9208
ROI-ADM' PARKS
JOB NAMES: Group Health Riverton Operation Center
Lt. Mosley,
We are in the process of designing two dust collection systems for the Group Health Riverton
Operation Center, (ROC), renovation. Our goal in writing this letter is to diffuse any potential
problems that might arise through local Interpretations of the NFPA or Fire code.
As we have discussed in a previous phone conversation, we will have two small dust collection units
that each have approximately 400 CFM. The first dust collector ROCDC001, will be located in a
dedicated perimeter room, vented to the outside, and have explosion doors with sheet metal vents
directly vented to the outside. The collector will be used to collect small (5 micron) particles of
plastic from a production lens grinder.
The second dust collector, ROCDC002, is located on the roof of the two story building. It will have
explosion doors, with no recycling of air back into the building. The collector serves the pharmacy
area where it will collect pill dust from two small packaging rooms.
For both of the systems, we will use SMACNA 8" to 11" negative pressure class ductwork design.
Enclosed is a detail of ROCDC001 located inside the building on a perimeter wall, and ROCDC002,
located on the root.
Please look over the design and let us know If the design is appropriate to the application.
Thank -you for your cooperation.
(206) 248 -9700
FAX 248-870C
WA: HOLADP1374H0
FACSIMILE COVER SHEET
DATE: Jan. 23. 1998
JOB NO(S): 43015
INITIALS: DC
(
OF
a
v ,6 4 > �``S r ' 4(r (9.
��
C.:.v
Alaska Division:
1820 Marika
Fairbanks, AK 99709
(907) 452 -7151
FAX 452 -3800
AK:AA0518
NOTES:
05/07/96 12:26 FAX 206 248 8700
DAY. R KL o
TALKED WITH 4 Iftt
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su 1ew, 1 0,04. Dc. n 0J')
70131M42Y o C[hYJarj
ACTION OR FOLLOW UP NECESSARY
H.P FORM 0401 (3/53)
WA Reg. Na NO•LA-01x1379NO AK Aeq. No M0518
OF T k e. I r'i k a. pi
Me 'l
• ,
HOLIDAY PARKS
DATE.
is /
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PRODUCT
HP JOB it
CUSTOMER ORDER /JOB #:
TELEPHONE
CONVERSATION
RECORD
J003
TIME• 2
QUOTATION MADE
PARTY CALLED ME
I PLACED CALL
PHONE NO
430/5
545- 1-0y07-
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CITY OF TUKWILA
RACK STORAGE DIMENSIONS
LINEAR FEET X HEIGHT = TOTAL
V3 ,
(j ' 40 ' 4 :; X (o ' _ ci- o o
C k \) 'z4- r ' X ( a ' = "z `t' 0
(3 (9 ' - Z o 1 X P' = (1/206
U 34--. o.2.- x zo/ _
GRAND TOTAL =
RECEIVED
CITY OF TUKWILA
JAN 311996
PERMIT CENTER
71�1Yw�':2NiWG3tVwtGw.n ,ra..�r..... .•
Structural Calculations
for
Group Health Cooperative
Riverton Operations Center
Warehouse Rack Storage
But
RECEIVED
CITY OF TUKWILA
JAN 3 1 1996
PERMIT CENTER
A tit t u&•t oral
Engineering
l'urporatut
1 - 30 - 9e
project dale D N
Swenson Say Faget
design
prof. no.
csvelZ
sheet
1925 Post Alley • Seattle. WA 98101 • Phone (200) 443.6212 • Fax (206) 443 -4870
CRITERIA WIRE SHELVING
WIRE SHELVING
BRACE
PALLET SHELVING
OVERTURNING
PALLET SHELVING TRANSVERSE FRAMES
BEAM INSPECTION
BRACED FRAME
SECTIONS
PALLET SHELVING
LONGITUDINAL ANSLYSIS
BRACE POST
SPREADER POST
STABILITY ANALYSIS
BRACE BOLT ANCHORS
NORTHERN STEEL PALLET RACKS
TRANSVERSE DIRECTION
BRACED FRAMES
LONGITUDINAL DIRECTION MOMENT
BRACING
BRACING SLAB AND SOIL
TYPE A TYPE B SPANS
BEAM STATIC
COLUMNS
BEAM SECTION
PROPERTIES
PREPARED BY
P.S. ring ey
DRAWING NO.
R -1
DATE
14 SEP.'93
REVISION
NO.
DATE
BY
MODEL
t
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1.8030
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1.026
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1.538
1.105
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COLUMN SECTION
PROPERTIES
PREPARED BY
P.s.ringey
DRAWING NO.
R-2
DATE
16 JAN.'92
REVISION
NO.
DATE
BY
A
15APR'93
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1.263
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BRACING SECTION
PROPERTIES
PREPARED BY
P. TINGEY
DATE
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7 NO.
DRAWING NO.
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7
STANDARD 3-PIN LIMIT BRACKET MOMENT CAPACITY
PIN MATERIAL
COLUMN MATERIAL
4-PIN LIMIT BRACKET ALLOW MOMENT CAP
Dear Sir:
City of Tukwila
Fire Department
Fire Department Review
Control #B96 -0030
(510)
•
February 7, 1996
Re: Group Health - 12400 East Marginal Way South
The attached set of building plans have been reviewed by
The Fire Prevention Bureau and are acceptable with the
following concerns:
1. Smoke venting, curtain boards and building access
required by Table 81 -A of the 1994 edition of the Uniform
Fire Code, shall be provided and installed per section
8102.7 and Table 81 -B of the 1994 edition of the Uniform
Fire Code.
2. 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)
Maintain minimum 6" longitudinal flue space between
back to back racks. (NFPA 231C)
John W. Rants, Mayor
Thomas P. Keefe, The Chief
3. Where storage height exceeds 15 feet and ceiling
sprinklers only are installed, fire protection by one of
the following methods is required for steel building
columns located within racks: (a) one -hour fire proofing,
(b) sidewall sprinkler at the 15 foot elevation of the
column, (c) ceiling sprinkler density minimums as
determined by the Tukwila Fire Prevention Bureau. (NFPA
231C, 3 -2.3)
All new sprinkler systems and all modifications to
existing sprinkler systems shall have fire department
review and approval of drawings prior to installation
or modification. New sprinkler systems and all
modifications to sprinkler systems involving more than
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439
Page number 2
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 #1742)
4. In groups A, B, E, F, I, M, R and S occupancies,
quantities of flammable and combustible liquids used for
demonstration, treatment and laboratory work exceeding 10
gallons shall be stored in liquid storage cabinets.
Quantities not exceeding 10 gallons shall be in approved
locations. (UFC 7902.5.8)
The combined quantity of class I and II liquids in a
cabinet shall not exceed 60 gallons, and the total
quantities of all liquids shall not exceed 120
gallons. (UFC 7902.5.9.2)
5. 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, 10B: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) (UFC Standard 10 -1)
Fire extinguishers require monthly and yearly
inspections. They must have a tag or label securely
John W. Rants, Mayor
Thomas P. Keefe, Fire Chief
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 575 -4404 • Fax (206) 5754439
City of Tukwila
Fire Department Thomas P. Keefe, The Chief
Page number 3
attached that indicates the month and year that the
inspection was performed and shall identify the
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)
Maintain fire extinguisher coverage throughout.
6. No point in a sprinklered building may be more than
200 feet from an exit, measured along the path of travel.
(UBC 1003.4)
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
1207.3)
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.
7. Maintain sprinkler coverage per N.F.P.A. 13.
Addition /relocation of walls, closets or partitions may
require relocating and /or adding sprinkler heads.
All new sprinkler systems and all modifications to
existing sprinkler systems shall have fire department
review and approval of drawings prior to installation
or modification. New sprinkler systems and all
modifications to sprinkler systems involving more than
50 heads shall have the written approval of the
John W Rants, Mayor
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone.. (206) 575 -4404 • Fax (206) 57$4439
City of Tukwila
Flre Department
Page number 4
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 #1742),
Sprinkler protection shall be extended to all areas
where required, including all enclosed areas, below
obstructions and under overhangs greater than four
feet wide. (NFPA 13 -4- 4.1.3.2.1)
Thomas P. Keefe, Fire Chief
8. Maintain automatic fire detector coverage per N.F.P.A.
72. Addition /relocation of walls, closets or partitions
may require relocating and /or adding automatic fire
detectors.
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 #1742) (UFC 1001.3)
9. All electrical work and equipment shall conform
strictly to the standards of The National Electrical Code.
(NFPA 70)
This review limited to speculative tenant space only -
special fire permits may be necessary depending on detailed
description of intended use.
Any overlooked hazardous condition and /or violation of the
adopted Fire or Building Codes does not imply approval of
such condition or violation.
John W. Rants, Mayor
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439
Yours truly,
L
City of Tukwila
Fire Department Thomas P. Keefe, Fire Chief
Page number 5
cc: TFD file
ncd
•
The Tukwila Fire Prevention Bureau
John W. Rants, Mayor
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439
•'.
. ".; Ccf?Ea:sTri dritallyigEF ` :. .:;r':;'• • ' •= i6
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;s. ' ' 1,
:�.L•EA L;:1 4NEr ; 1f.9
. ':,;r;• = .
=FF;= F''t'.TS: !•F b ?1.7RS
r7 DETACH TO DISPLAY CERTIFICATE
M! M• r! �9��+• Y.r�wiv ✓ %�NiNiNVNINiMiN /iwnivy/ / �rivryM!: NVN�v/ ir.ifNn!vlFi�nniiwJVwNf�9!<M!�v
DEPARTMENT OF LABOR AND INDUSTRIES
THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A
• Y y' si�
•
7.
STATE OF WASHINGTON
t_ DETACH TO DISPLAY CERTIFICATE_i
This is to certify that this is a true copy of the current Washington
State contractor's license for LEASE CR[TI'CHER LEWIS.
, 199 6.
Notary Public in and for th /�f
Washington, residing at
My commission expires /- ,2-- -
F625.152-000 (342) t%
5
?W
ABBREVIATIONS
A
NBBJ
1)1 South Jackson Street
Seattle. Washington 98104
(206) 223 -5555
Fax 1206) 621 -2300
Groan
Hearth
Cooperative
of Puget Sound
Fol_J :SG ADDRESS
8 01,.: :it07
3. LAND USE 1CNE
4. 3U;L0I96 CODE
5. 1, U: :HG'% TYPE
6. CDC'. ,Y CROP n 7,R:A
GRAPHICS
D am. re,T0or co-
if
BA7.1
TAB
CODE INFORMATION
10161
\5
ChAnnel
Per
Dian n
NIverc
sense Fee.
unm
12490 E. MARGINAL WAY S
Seeitte, Washington 98124
CC, 01 i4471;6
Sew COsOlOWCSON
0/,70 SeORAGE ONLY
FAOo3o
North Amor.
Riverton Operations Center
PHASE III
CM era Synbas
ARGIL lAGN_
Number IdentilIcalIGA
AecteWelventites
twow
5 et W r OAS 70)
Sneer water rrA7.44)
Z6te llm
e cl0044)
Pewit ;nea ° ix e ,end
740 _ — ¢ 5 _e
MAS 61— rr «I Nan,6er
Revision I415m4
0:)
u. - I UGH1 I7, 4447
499 U9C w/ WA. STALE AMEN50ENTS
TYPE 5-17 SP9l,'/ 0 6 TYPE II -N S7491'EREO
D::PAF 4191 AREA OCCUPANCY
PHARMACY STORAGE 7,560 SF F I
'NARJI01 21,830 Se 1 2
20,450 SF
WAREHOUSE RACK STORAGE
DRAWING INDEX
18 R OHITE CT11R Al
O Ir COVER YEN
AWN r Sl ALTAR PLAN (r /a')
AR WY PHARMACY PPE PLAN (1/e)
AIRS/ wAREHMSE rrE PLAN (Vol)
STRUCTURAL,
S].SW PHARMACY PLAN / SEISMIC BRACING
SIPA rWePtena PUN / SEISMIC PLAN
SS.OM SEISMIC RRAONG [EIALS
SSIw CAPCUSIL PLAN
SS PW CAROUSEL PLAN
w A 0:0777 RACK PLAN
SS ', HAREMO. RAG / Kate DMus
LEGAL DESCRIPTION
That portion of tracts 21, 22, 31, and 32, Riverside
to lerurban Tracts according la the Plat recorded n Volume 10,
of Plots page 74 in ,t;ng County, Washington, more
portcu only described as follows'.
Beginning at a point on the westerly margin of primary stale
Highway No. I, Foster interchange lo South .118th Street, as
condemned under Superior Court Cause No. 646846, that bears
south 0433'59" east 165.03 feet 00407] (tom the paint of
curvature of the west margin highway engineers' station
76005.30 said point also being the southeast corner of that
tartan Iraq of land as desdbe4 in op)on agreement
carded under A4d'tors F.e No. 7506090402' thence south
043350 east along said margin 615.17 (eel to c point lying
113 feel westerly of and opposite engineers' station 68025;
thence south 5819'00" west cjong sold highway morain 23032
feel, thence south 1809'20" east ateng said highwoy margin
36.80 feel to the south lice of Iraq 32 of the Riverside
Interurban Tracts; thence north 89I/'24' west 476.97 feel
along the south line of tracts OT and 32 to the easterly
margin of Cost Marginal Woy as established by warranty decd
found n King County records, /ing Country Recorders No.
7412030465; thence north 1838'24" west 442.48 feet along said
siedy margin; thence 70114 1254'24" west 443.48 feet along
said easterly margin; (hence north 1027'14' 0est 333.78 feel
song said easterly margin to the th I corner of option
ogreernant recorded undo A d1 No. 506090402;
hence south 8917'24" t prettliel to the th line of
tracts 31. and 32 Riverside l b Tracts, a 0870000 of
774,30 feet to the point of beginning.
OAT
REaSI
1
SITE PLAN
SCALP: 1" o 100
CIRCULATION
PROPOSED
NEW WORK
1/29/96
476.97
774.30
Bmryldnd wsyds
Permit Submittal
PROJECT TEAM
Client:
Group Health Cooperat ive
521 Wall Street
Beadle, WA 98121
206/448 -2355
Pro), Mgr: Jae Neuens072070er
Architect:
6092
111 South Jackson Street
Seattle, WA 98104
206/223 -5555
Project Mgr: Brian Berg
Structural:
Swenson Soy Fogel
1921 Post Alley
Seattle, WA 98101
206/443 -6212
Project Mgr: Don Soy
General Contractor:
Lease Crulcher Lewis
107 Spring Street
Seattle, WA 98101
206/622 -0500
Project Mgr: Mike 2000:Wand
LOCATION MAP
ID
ID
Y.�
C O V E R S H E E T
Engineer!ng Management
Landis k Cyr Powers
43020 NE 201, re
Bellevue, VIA 98005 Stet
206/455 -3/00
Project Mgr: Joy Masson
Elecrical:
Huntl P0s0oe Inc,
Canyon Park Business Center
22025 tam Avenue 5E, Ste. 4407
Bothell, WA 98024 -4406
6/485 -
Pr Mgr. 0900 Roger Huntley
Mechonieal:
H01ad0y Parks, Inc.
7
P. 4600 0. BCx 69208
5001110, 5. WA 4341 98168 -Place 9208
2 roject -3344
Project Mgr: E. 7106 8104081
SPECIAL INSPECTIONS BY AN APPROVED TESTING
LABI'REQUIRED AND ADMINISTERED AS DESCRIBED
IN- U.B.C. SECTION 1701.
1 ) 0 1 ) ) ) ) ) ) I 1 7 ) ) ) ) ) ) I I 11
C I II t 4I 11 1
U�\�\ fi rVAV \�
(5 / / / / / / / / / / / / / / ///
1 _///////////////////1_1
aMMA
E ARKw0
/ / / / / / / / / / / / / / //L J
\n =
ogle
pence
Scde NIS
Ap eond By WS/ 04 ni.t. 40789.03
oayd BEB _ OrereDDS _ nn_ 1/29196
EWIING PARKING _
�Ppp(
FEB 1H OVo
P& A f O S E nM , .L
JAN 3)1996
PEWIT MM.
Permit Submittal
AO.OW
NBBJ
111 South Jackson Street
Seattle. Washington 98104
(2061 223 -5555
Fax 1206) 621 -2300
e x i t
13q6---0030
e x i t
Group
Health
Cooperative
WAREHOUSE RACK STORAGE
of Puget Sound Riverton Operations Center
PHASE III
TYPE 5 -N CONSTRUCTION
TWO STORY
TYPE 2 CONSTRUCTION
ONE STORY
e x i t
Nrtbee Date
1/29/96
e x i t
Legend
j A
d
Permit Submittal
s
O R t i c u 1
i i
i a�
® i t
161
' 1,02e L AP►
Warehouse
S -2 OCCUPANCY
21,890 SF
Unoccup° led
Pharmacy
S t o r a g e
F-1 OCCUPANCY
7,560 SF
Data Center
ONE HOUR CORRIDOR
(SHOWN HATCHED)
i ?I DEPARTMENT EXTENTS
0 FIRST FLOOR EXITING PLAN
SCALE: , = 20 ._.,....,.
n
f
FIRST FLOOR
EXITING PLAN
t, 11
Unoccupied e`
d I' - 20'
4,“419d., S HP kb linker 40789.03
Dnged BPS Dwn 129 ceded SOP Date 1/29/96
JAN 3 11996
PERM crx,�L
Permit Submittal
A1.1W
ain
a
<
O •
LL a
NBBJ
lit South Jackson Street
Seattle. Washington 98104
12061 223 -5555
Fax 12061 621 -2300
Group
Health
Cooperative
of Puget Sound
WAREHOUSE RACK STORAGE
Riverton Operations Center
PHASE III
0 PHARMACY WAREHOUSE PLAN
SCALE: I /e" - 1L-C
DO By Dxx4I+n d wem+w
1/29/96 Permit Submittal
PHARMACY STORAGE
FURNISHINGS, FIXTURES
and EQUIPMENT PLAN
JAN 3 t 1996
PERM CENTER
1/8"
egr4.+.19y SOP 05 Nd% 40789.03
0,40:1 0E8 uw.n JG0 0.4d SOP D. X29 96
Permit Submittal
A3.5W
re 79
NBBJ
111 South Jackson Street
Seattle. Washington 98104
12061 223 -5555
Fax 12061 621 -2300
fi k , Groap
Health
Cooperative
of Puget Sound
57
UP
ELEV
100E3 )I
T
KLAM ROOA
F108 )
OM E
( F10 1
STORAGE
( F109 5
GOOF
( F105
EQUIP CHARGE J
( F107 )
DISPATCH
( F103 )
BREAK DOWN
( F102
Di r
Case;
•
0 T NIT
NOT IN PROJECT
T
CORR.
( 10007 )
NAIL RDDN
(7 TALL)
OT IN NAOS T
SHELL
Jr 7L Ll r . IN lnn5IFII 1 1E±117 7F
CAAWSEI (5EE SOlw;M'0 SU Imo I
L❑ JLPLJL L L ,C ❑❑L) t■ MI JL1L
1 1 'V If - TACI fin• 17171Clf 7L 1 J1 1I iL 717(7 I0L
CAROUSEL (NEE SASS AND 55.077
u J 0 Si J C L1 NI NI J
O CAROM (06 55.15 AND SLOW)
�C]❑L Li❑❑L❑❑LHILJ❑L7 J II - 1f]L
PALLET RACKS ( 55.30 AND 55,4W1
inrspj
/
A/47
--� PAO£T RACKS( E SEM APO 5540) -
�/// PPILET RAIXS ( E 55JW AND 5 W) -
PA11£i RAIXS ('E 55.30 GNO 554Yff
PAgET AACNS (RE 55.30 {NO SSA)
PS RACK (SEE 55.30 tiNO
1, 1./
NWT RAp{5 (SEE S5STI AND 4W)
PALLET PACK (SE E 55.30 ,WD 05.44) 1
/i
LEECH
100403
/TY
EM
CAR
WOMEN'S
( F118 )
MEN'S
( F118
CORR.
(mom
LOADING D.
(0
Riverton Operations Center
PHASE HI
)
MIS P. IS NOT
A REa1114 EIRE
EMIT
5
WAREHOUSE RACK STORAGE
0 WAREHOUSE PLAN
SCALE. 1 /3 = l -0
Dole BY Denylm d R5A.)
1/29/96 Perrot Submittal
Seel IAD
W A R E H O U S E
RACK STORAGE
PAIR RAMS
0500170 OAR
0
UMOa PAST
JAN 3 11996
PERMIT CENTER
Scab 1/8 " =1' -0•
wed By 008 86 NAM( 40789.03
DeMmd 868 DT MI HEH Cka.d OOP We 1/29/96
Permit Submittal
A3.8W
GENERAL STRUCTURAL NOTES
(The following apply unless shown otherwise on the plans)
CRITERIA
I. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE
DRAWINGS, SPECIFICATIONS, AND THE UNIFORM BUILDING CODE (1994 EDITION).
2. DESIGN LOADING CRITERIA
EARTHQUAKE ZONE 3, Fp = 0.225 Vp
3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL
DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS
AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY
DISCREPANCIES PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND
CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING
CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST
BE VERIFIED.
5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL
COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COfLETED IN ACCORDANCE
WITH THE PLANS.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,
TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORN. THE
STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTIORITY OR ACTUAL AND/OR
DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE
AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS O ANY TRADE CONTRACTOR.
THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE. NOTE. CORRECT,
OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER. CONTRACTORS, OR
OTHER ENTITIES OR PERSONS AT THE PROJECT SITE.
7. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT
AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OP CONSTRUCTION.
CHANGES INDIAN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT.
8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE
CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE O SIMILAR CHARACTER TO
DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO
REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINFER.
9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD
ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING K4NUFACTURING, DELIVERY,
HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY
THE SUPPLIER.
10. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE ARCHITECT
AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS.
APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING
DEPARTMENT,
II. SHOP DRAWING REVIEW' DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE
ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR.
CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF
RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS,
METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL
SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL
INCLUDE A REPRODUCIBLE AND ONE COPY! REPRODUCIBLE WILL BE MARKED AND
RETURNED.
SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS.
THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE
TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY
INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY
DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF
DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP ➢RAVING SUBMITTALS AND
THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING
SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND
SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED.
SHOP DRAWINGS OF DESIGN BUILD COMPONENTS INCLUDING STAIRS AND EXTERIOR
CLADDING SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEER'S STAMP, STATE
OF WASHINGTON AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TN
CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC
STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND
ALL NECESSARY CONNECTIONS NET SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR
STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION
OF ALL LOADS IMPOSED ON BASIC STRUCTURE, DESIGN CALCULATIONS SHALL BE MADE
AVAILABLE UPON REQUEST,
12. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION SHALL BE PROVIDED
IN ACCORDANCE WITH SECTIONS 108 AND 1701 OF THE UNIFORM BUILDING CODE AND
THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE
ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL
ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL IN-
SPECTION AND TEST RESULTS.
NBBJ
STRUCTURAL STEEL FABRICATION AND ERECTION (INCLUDING FIELD WELDING
AND HIGH-STRENGTH FIELD BOLTING)
EXPANSION BOLTS AND THREADED EXPANSION INSERTS
EPDXY GROUTED INSTALLATIONS
10 South Jackson Street
Snaffle. Washington 98104
(206) 223 -5555
FOR (206) 621 -2300
Swenson Say Fagot
A s6riaaww.4 , loydrwnnnn Corpora..
A (2P4) a 0 0, izaa 400.040
ANCHORAGE
13. EXPANSION BOLTS INTO CONCRETE SHALL RE 'TRU -BOLT' WEDGE ANCHORS. EXPANSION
BOLTS INTO GROUTED MASONRY UNITS SHALL BE 'OYNA -BOLT' SLEEVE ANCHORS.
THREADED EXPANSION INSERTS INTO CONCRETE OR GROUTED MASONRY UNITS SHALL BE
NON -DRILL ANCHORS, AS MANUFACTURED BY ITN RAMSET /RED HEAD INSTALLED IN
STRICT ACCORDANCE WITH I.C.B.O. REPORT NO. 1372, INCLUDING MINIMUM
EMBEDMENT REQUIREMENTS. BOLTS OR INSERTS INTO CONCRETE MASONRY OR BRICK
MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS
REQUIRED FOR ALL EXPANSION BOLT AND INSERT INSTALLATION,
14. EPDXY-GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH HS -200
SOLID BOND EPDXY BY ANCHOR -1T FASTENING SYSTEMS, ADHESIVES TECHNOLOGY
CORPORATION. INSTALL IN STRICT ACCORDANCE WITH I.C.B.O. REPORT NO. 4398.
SPECIAL INSPECTION OF INSTALLATION IS REQUIRED,
STEEL
15, STRUCTURAL STEEL, INCLUDING PLATES AND ROLLED SHAPES, SHALL CONFORM TO ASTM
A36, Fy = 36 KSI. STEEL PIPE SHALL CONFORM TO ASTM A -53, TYPE E OR S,
GRADE B, Fy = 35 KS]. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE
B, Fy = 46 KIT. ANCHOR BOLTS AND CONNECTION BOLTS SHALL CONFORM TO ASTM
A307.
16. A..'. WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W,S, STANDARDS AND
SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX ELECTRODES,
ONLY PREQ ALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED, WELDING OF
GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW
HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS IF REQUIRED)
SHALL BE PERFORMED USING E70XX ELECTRODES. WELDING WITHIN 4' OF COLD BENDS
IN REINFORCING STEEL IS NUT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL
REQUIRENENTS OF WELDED BARS.
t5910-0030
REFER 1/s5.0
FOR WALL ATTACHMENT'
DETAILS FOR THIS
SHELVING
8/S5.0 TYP.
•iae ®s •■ �
eataeae ®a ®ea'e®
7/S5
7/S5.0
8/S5.0 TYP.
7/S5
7 /55 -'
/■
PHARMACY WAREHOUSE PARTIAL PLAN
SCALE: I /8' =
'Group
Health
Cooperative
of Puget Sound
WAREHOUSE RACK STORAGE
Riverton Operations Center
PHASE III
Sw.
kgrookAly 4W WIN 5& I
Raw JH Chided AN Ww (/27/54
REFER 1/S5.0
FOR WALL ATTACHMENT
DETAILS FOR THIS
SHELVING
REFER 6/S5.0
FOR SEISMIC BRACING
DETAILS FOR THIS
SHELVING
REFER 5/S5.0
FOR SEISMIC STRENGTHENING
AND BASE ATTACHMENT
DETAILS FOR THESE
CAROUSELS
REFER 8/S5.0 AND 7/S5.0
FOR SEISMIC STRENGTHENING
AND BASE ATTACHMENT
FOR THIS SHELVING
REFER 1/S5.0
FOR WALL ATTACHMENT
DETAILS FOR THIS
SHELVING
JAN 3 11996
Permit Submittal
Nb
NBBJ
111 South Jackson Street
Seattle. Washington 98104
(206) 223 -5555
Fax 12061 621 -2300
Swenson Say fag €t
A etmctant Engineer.. CemenEon
1 Post e 980 . MM. WA m
111.06).36.2 r, IMO 4434910
SCALE: 1/S• • r•o•
REFER 5/S5.0
FOR SEISMIC STRENGTHENING
AND BASE ATTACHMENT
DETAILS FOR THESE
CAROUSELS.
REFER S5.IW & S5.2W
FOR BASE MEMBER
LOCATIONS AND
FLOOR LOADS BY MFR.
MINIM MONNE 11111•111111 MMMMM
Mil•rata111lata11111M •ri•1111111
MUM
Na RI SME NM MEN MINIM MINIM EMIR NI NEM
MEIN MN la NI INMI ONE dI■alti■ ale!ei•1 IBM MI NI NM IN
MMMMM'ti MI NM NUMIR IIII RI M t• NI• MN tip
15 -000
Group
Health
Cooperative
of Puget Sound
WAREHOUSE RACK STORAGE
Riverton Operations Center
PHASE III
DESIGN AND DETAILING
OF THESE PALLET RACKS
BY OTHERS.-'
WAREHOUSE PARTIAL PLAN
Nnber so. k Dnettko of ba,.
1/29/96 Permit Submittal
so.
WAREHOUSE
FURNISHINGS
SEISMIC RRACINR
so
rm>.1 k a, kb eaea usmaun
Duk,1 66). .re (Wad DI s. +NNo
G1F
td
CA
JAN 3 1 1996
MAW CWT.
Permit Submittal
S3.8W
NOTE: BASE ATTACHMENT AND
STRENGTHENING TO OCCUR AT
EACH TRANSVERSE FRAME, TIP.
E 1 /iee
13 S5.0
13 55.0
EXIST. STEEL FRAMES
PROVIDE 5 /8 ° 0
DR. BOLT
EMBED 3 MIN.
EXIST. SLAB ON GRADE
TRANSVERSE FRAME ELEVATION
1/2 " =1
3 /16 EACH
POST
EXIST. BRACES
EXIST. POST
11/2 " =•-o" 13
14 S5.0
TOP & BOT.
EA. BRACE
e 6 /e" WITH
(3) WO EAR
BOLTS EMBED 4
MIN. 0 roc
IQ S.5.1.
CROSS BENT,
EA. SIDE
TYPICAL, U.O.N..
9 55.0
EA. SIDE
EXISTING
CROSS MEMBER
EXISTING OF CAROUSEL
DIAGONAL BRACE FRAME
OF CAROUSEL
FRAME
LONGITUDINAL ELEVATION OF CAROUSEL FRAME
NOTE: BASKETS AND TRACK ETC. NOT SHOWN
3 „ =1 - 14
TRANSVERSE FRAMES OF CAROUSEL
SEE S5.1W AND 05.2W FOR LOCATIONS
OF NEW FRAMES AT WAREHOUSE CAROUSELS
14 WITH
(2) 1 /2 "0 EXP.
BOLTS EMBED 4
MIN. 0 B "oc
TRANSVERSE FRAME
SPACING 9' - MAX.
9 S5.0
EA. SIDE
14 S5.0
TAR & BOT.
EA. BRACE
EXISTING
CAROUSEL
BASE MEMBER
3 " =1' - 0" 10
WIRE SHELVING —_
UPRIGHT
PROVIDE
CLIP ANGLES
AT EACH
UPRIGHT AT
APPROX. 6' -0"
ABOVE F.F.
ATTACH TO S11.11) w
/(3) NO. B
SCREWS.
PROVIDE
BLOCKING IN
WALL IF STUDS
DO NOT ALIGN
w/UPRIGHTS
--
STUD WALL -
L
ANGLE
PER PLAN •
NBBJ
StlhJd+mArr6
706)2254560
Fet(205) 62200
Swenson Say Fag ®t
M o' Serail 00101,0
CLIP ANGLE
B 1 Je" .24 — A 4° LONG
w/E WASHER , /8% 2" A 2"
CLAMP TIGHT
11/2 "_ - 0 "
2TB"9 BOLT
/ /e WASHER
1 Ai x I 2"
E0. AT WIRE POST
CLAMP TIGHT
�- WIRE SHELVING
UPRIGHT
1 1 /2 " = 9' -0"
3 / + = - 0" 11
3/4 " =)' -5" 16
A Structural snsinw~o. Corporation
NEW ROD
BRACES
PER 12/55.0
REAM EXISTING
HOLE TO "AA'
EXIST. FRAME
POSTS AND BEAMS
LONGITUDINAL FRAME ELEVATION
3 /i ii AR ROD ---
PROVIDE TURNBUCKLE
AT MIDPOINT AND
WEDGE SHIMS AT
EACH END
EXISTING BEAM —
NOTE: PROVIDE LONGITUDINAL
BRACING AT EACH END BAY
OF EACH ROW OF SHELVING, TYP.
Group
Health
Cooperative
of Puget Sand
� EXIST. SLAB
(
ON GRADE
3 " =1 '_ 0 "
EXISTING POST
12/55.0
1y2 ° =1. -0" 12
13• -00
3/4' =1 -a 17
WAREHOUSE RACK STORAGE
Riverton Operations Center
3 /4 " =1' -0" 18
9/29/96
3/4 " =1' -o" 19
Permit Submittal
Poi
DETAILS
10 55.0
SEISMIC BRACING
aY As
4— 99313031
_.. .a Au ,MA.
EXISTING TRANSVERSE
/ FRAME OF CAROUSEL
T
PROVIDE SPREADERS
E 1 iD ° a12 ° TOP
& BOTTOM AT EACH
TRANSVERSE FRAME
SIMILAR TO EXISTING
END FRAMES
/ USE 9/55.0 AT BASE
OF BRACED FRAME
0 55.0
v
C EO
„ o n o no
EXIST. SLAB ON GRADE }.., _��. t� D`•11�1nN
T/2 " =T -o° 20
Permit Submitt
Maio
JAN 3 11996
85 w OW
NBBJ
111 South Jackson Street
Seattle. Washington 98104
(206) 223 -5555
Fax (206) 621 -2300
3
4
5
2
A
A
816.28
IN IN NI II MI N II I MINI
756.50
III s_ ui.n MN MI • IN S ■ n
1 II � 3 ID • 19 •20 121 IN El 1111110 III NI - - 13 14 15. I
1 17 18 �,
47.75
81.03 -
1 8.57 -
156 11 -
188.11
225.65 -
263.19
295.19
332.73 -
370.27
402.27
439.81
477.35
509.35
530.89
562.89
600.43
637.97
671.25
7 -19.00
C01024.5- 60- 10/18/3/8A.28 CAROUSEL
LIVE LOAD = 60.000 LBS
MACH NOT. = 12,900 LOS
TOTAL WGT.- 72,900 LBS
WGT. ON BASE: NOTE 1
1. 5755 LBS 12. 3190 LBS
2. 3620 LBS 13. 3390 LBS
3. 3250 LBS 14. 3190 LOS
4. 3390 LBS 15. 2590 LOS
5. 3190 LOS 16. 2590 LBS
6. 3190 LOS 17. 3190 LOS
7. 3390 LBS 18. 3390 LBS
8. 3190 LBS 19. 3250 LBS
9. 3190 LBS 20. 3A20 LBS
10. 3390 LBS 21. 5755 LOS
11. 3190 LBS
2. BASES ARE 4 INCHES WIDE BY
24.5 LONG.
1. ALL CALCULATIONS ARE WITH STATIC
CONDITIONS ONLY.
OR. MMGE
DEE ux -DECeEEs
ECi uAES s i ncE aEC iunES r
HEAT TREAT
63.06
REM -0573
GROUP HEALTH COOP
r NONE DONACEDID
aE 01/11/96
c.a050 xn AYPpNO CORPORATION . aR EENE.N.,. �S 78
BY PAC. MR. NER
x••x FOOTPRINT /
TECH. PUB. FLOORLOAD I NG
EuE ENa• ENee.APPRweE Ca. C01024.5- 60- 10/te/3/8A
5
3
B
bcihoo5o
CO 0 Group
Health
Cooperative
of Puget Sound
C
D
D
WAREHOUSE RACK STORAGE
Riverton Operations Center
c
U
E
E
F
CAD
D. By DaQvin d
1/29/96 Permit Submittal
Sled O
sm.
haw.d 4 1df DM. 40789.03
Dead 0 s a a.4 BOx 1/29/96
S5,1W
03
Pews COOT.
Permit Submittal
NBBJ
111 South Jackson Street
Seattle, Washington 98104
1206) 223 -5555
Fax (206) 621 -2300
2
3
4
5
63.06
8.6
nfl
7.75-
81 .03-�
1 8.57
156.11
188.11
225.65
263.19
295.19
332.73
370.27
402.27
439.81
477.35
509.35
557.66
589.42
626.96
664.50
697.78
C01024.5- 62- 10/18/3/BA,28 CAROUSEL
LIVE LOAD = 62,000 LBS
MACH WGT. = 12,980 LBS
TOTAL ROT.= 74,980 LBS
WOO. ON BASE: NOTE 1
1. 5755 LBS 12. 3250 LBS
2. 3620 LBS 13. 3390 LBS
3. 3250 LBS 14. 3320 LBS
4. 3390 LBS 15. 3440 LOS
5. 3190 LBS 16. 3440 LOS
6. 3190 LOS 17. 3320 LOS
7. 3390 LBS 18. 3390 LAS
8. 3190 LBS 19. 3250 LOS
9. 3190 LBS 20. 3620 LAS
10. 3390 LBS 21. 5755 LBS
11. 3250 LBS
2. BASES ARE 4 INCHES WIDE BY
24.5 LONG.
1. ALL CALCULATIONS ARE WITH STATIC
CONDITIONS ONLY.
842.81
783.03
Elm I =m i - .1 a
111 t4_ p15
II II II II II II I[J II II I I
745.53
ORANGE
Egli : TxREE'PE r
MATER AL REA, TREAT
18 f119 20
I I
REM -0578
GROUP HEALTH COOP
: NONE 2.61 0 0
A re 01/17/96
a.wx C.[NRYSIEfl THE RAYMOND CORPORATION . OeEEeE.e.Y. ��r78
BY . e .
' FLOORLOAD I NG
vnw0 ERC. 0005.APVOov M'°. CD 1 024.5- 62- 1o/18/3/8A
C
2
3
0
5
A
B
b9bc
C
Group
Health
Cooperative
of Puget Sound Riverton Operations Center
PHASE III
D
WAREHOUSE RACK STORAGE
E
F
CAD
D. By Neat. dPa.
1/29/90 Permit Submittal
Shoe re.
e.q.0 o..
50 wee. 40789.03
add u2. 1/29/96
.50
JAN 3 1 1996
BEFtlarCEural
Permit Submittal
S5.2W
NBBJ
—0
•
9b0050
PHASE
17_
Li
•
Group
c0 448 0 7g r h a ti ve WAREHOUSE RACK STORAGE
of Puget bound Riverton Operations Center
/-103-f4,
•
•
• RC • BCA 1-26-96
RECEIVED
CRY OF
JAN 3 11996
000000r CORER
S5.3W
NBBJ
OOOOCS
d 0 0 0 O d
l
TYPE "A' RACK
J
Ci)
EH T3
IL
TYPE B RACK
0
)1 A (
5'O
= R,v_.TET T_�f
(C2)
rOD
T SECVON D75 ➢1K
PHASE e
11' -0'
TYPE "B" RACK
SCALE
I iL D'LSi 404 LOAD . )EA`,..1
O
O
T -10'
TYPE "C" RACK
SCALE: I /4 " =I' -0'
0
0
u L1c n ROW SPACER
Group
de erativA WAREHOUSE RACK STORAGE
oog of Puget bound Riverton Operetione Center
(C2)
0
TYPE "C" RACK
COALE. 1/4 -I' -O
NOTES:
I. PALLET RACKS ARE MFD BY LODI METAL TECH. INC.,
OF LODI, CALIFORNIA.
2 STEEL USED IN ALL RACK ELEMENTS CONFORMS TO
A5TM A570 CR 50 WITH Fy =50 KSI, AND Fu 965 KSI.
3. STEEL USED IN ALL BASE PLATES CONFORMS 10 RUM
A36 WITH Fy =36 KSI, AND Fu =58 KSI.
4 MAXIMUM RACK LOADS SHALL BE 5000Ibs PER LEVEL
PER PAR OF BEAMS.
5 CONCRETE SLAB IS GIVEN AS 5' THICK, WITH To = 3000E'
AND REINFORCED WITH WELDED WIRE FABRIC.
6. ALLOWABLE SOIL BEARING IS 3000 POP FOR GRAVIEf
LOADS, AND 4000 POE FOR SEISMIC OR SEISMIC t
GRAVITY LOADS.
7 ALL RACK UPRIGHTS ARE MODEL LA 20- 240 -44
B. ALL RACK BEAMS ARE AS FOLLOWS:
A) LBF -404 -094
B) LBC -55 -132
9 BEAM -TO- COLUMN CONNECTIONS UTILIZE 3 AND 4 -PIN
BRACKETS AND "A TYPE WELDS.
10. TIE -DOWN ANCHORS SHALL BE HILTI K1IIK - BOLTS.
USE 1/2 "0x4 I/Z BOLTS, 0 3" MIN. EMBEDMENT,
TWO PER BASE PLATE SPECIAL INSPECTION Ii
REQUIRED
AS SHOWN
• RC BCA • I -Z6 -96
C
RECENED
CITY OF ,
JAN 3 1 1996
RawE CENTER
S5. 4W