HomeMy WebLinkAboutPermit B96-0055 - GROUP HEALTH COOPERATIVE - GARAGE DOORS AND CANOPYCity of Tukwila (206) 431-3670
Community Development / Public Works • 6300 SouthcenterBoulevard, Suite 100 • Tukwila, Washington 98188
BUILDING PERMIT
Permit No: B96 -0055
Type: B -BLDG
Category: ACOM
Address: 12400 EAST MARGINAL WY S
Location:
Parcel #: 734060 -0480
Zoning: M1
Type Const:
Gas /Elec:
Wetlands:
Water: 125
Contractor License No.: LEASECL118NB
Status: ISSUED
Issued: 03/13/1996
Expires: 09/09/1996
Type of Occupancy: WAREHOUSE
Slopes: 'Y
Sewer: VAL VUE
TENANT GROUP HEALTH
12400 EAST MARGINAL WY.S,;TUKWILA WA
OWNER GROUP HEALTH COOPERATIVE Phone: (206)448 -4699
JIM DOUMA PROPERTY MGMT, 521 WALL ST, SEATTLE WA 98121
CONTACT BRIAN BERG Phone: 223 -5213
111 S JACKSON ST:,`SEATTL WA 98104 206.
CONTRACTOR LEASE CRUTCHER LEWIS Phone: 206 622 -0500
107 SPRING STREET SUITE 500, SEATTLE WA 98104
** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** k * * * * * *•k *k *•k** * * ** k ** k *•k * * * **** * * ** k * *•k *** **
Permit Description:
ADD TWO .NEW GARAGE DOORS TO LOADING DOCK. REGRADE
EXISTING`DOCK FOR NEW'DOORS: ADD CANOPY TO
LOADING''DOCK.
Units: ;001 Front:.
Buildings: 001 Left:
Fire Protection: SPRINKLERED/AFA
UBC Edition: 1994
.: 0
SETBACKS
Back:
Right:
Valuation:
88,000.00
Total Permit Fee: 1,344.71
********************************************* * * * * * * * * * * * * * * * * * * * ** * * * * * * **
Permit Center Authorized Signature Date
I hereby certify that I have read and examined this .permit andi know the
same to be': t,rue 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 performance of.work.`'.I am authorized to sign for and
obtain this buildip permit
Signature:
Print Name:___ Title:
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.
DEPARTMENT
DA IN' .. APPROVE D'
D'A V
REQUIREMEN `I
g Plan Review
Meeting
._Clo
a "a
2nd NOTIFICATION
I NI .
gt BUILDING -
initial review
Z -Z 9', `16
2.- Zq " 94
R.
(ROUTED)
CONSULTANT: Date Sent - Date Approved -
l'C FIRE
Z- 2ct -c1(0
3,. r)" 9(z,
= IREPROTECTION: rEiSprinklers ❑ Detectors ❑N/A ,
- IRE DEPT.LETTERDATED: ;'-�� -0, C., INSPECTOR: ! t.Lr `,g 0
INIT: S
❑ PLANNING
/
�(
f1EFERENCEFILENOS.:
ZONING: OAR /LANDUSECONDITIONS? (]Yes ❑ No
NIT:
VIINIMUMSETBACKS: N- S- E- W-
PUBLIC ❑ WORKS
��,
1� an
UTILITYPERMITSREQUIRED? QYes 0 N
PUBLICWORKSLETTERDATED:
INIT:
%BUILDING -
final review
3 /4z/ ('0
TYPEOFCONSTRUCTION:
CERT.OF000UPANCY?
Oyes Alb
UBC EDITION (year):
1991-
INIT: /
A BUILDING
OFFICIAL
`3A Z (`
-3 //d j'
INIT: / ,RTC,
AMOUNT
OWING:
4 0
CONTACTED
&nay\
DATE NOTIFIED
I OL (a (p
l
(init.) ��
2nd NOTIFICATION
BY:
(init.)
3RD NOTIFICATION
BY:
(init.)
11..A y CITY OF TUKWILA
PLAN CHECK
NUMBER
REVIEW COMPLETED
Department of Comnoity Development — Permit Center
6300 Southcenter Boulevard - #100, Tukwila, WA 98188
(206) 431 -3670
DEPARTMENTAL REVIEW
"X" in box indicates which departments need to review the project.
Building Permit Application Tracking
PROJECT NAME
roup
SUITE NO.
ca1 -
SITE A ESS
1a 5O 1 � �a / Vv
y 5
INSTRUCTI0N3 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.
02115'96
SIT
ADDRESS SUITE #
00 -
VALUE OF CONSTRUCTION - $ gtb Am
PROJECT
PR NAME /TENANT
1 !'1 1
1
011b 1'�
Building U Addition 4 Tenant Improvement
Storage ❑ Reroof ❑ Remodel residential
ASS ACCOU�#
00
(c mmercial Demo it lion (building)
❑ Other
TYP OF ❑ New
WORK: ❑ Rack
DESCRIBE WORK TO BE DONE: 2 NEW o vczli •
lescouD ems% ttoc.w. Re. NSW 00oriS. KO17 Waft /o LONVW•yret•It.
BUILDING USE (office, warehouse, etc.) 110 �� L , ci'
cEa n,,, crVtcaL - a s F1�.' a % Nod rncd�t pm'
MU Prebratll !NESS: ge an
WILL THERE BE A CHANGE IN USE? # No ❑ Yes II es, new building requirements may need to be met. Please explain:
SQUARE FOOTAGE - Building: 270 iv" Tenant Space: Area of Construction: 0
WILL THERE BE STORAGE OR USE OF FLA1MMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING?
lb No ❑ Yes IF YES, EXPLAIN: �1�M � t 1� ' IS MLR", •
SA refem!T 60.0420
FIRE PROTECTION FEATURES: 0 Sprinklers Automatic Fire Alarm System
PROPERTY OWNER6 4101; C
1 jot N
�
Au�Wl�1`I
tt
PHONE 445,
ADDRESS $ 2i W� St
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ZIP cus
CONTRACTOR -
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BUILDING SURCHARGE
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PHONE t 2,o5o
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EXP. DATE uNt t 'IL.
PHONE nib
ADDRESS 'M :,
WA. ST. CONTRACTOR'S LICENSE #
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ARCHITECT f
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,
ADDRESS
ZIP _ .
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DESCRIPTION
AMOUNT
RCPT #
DATE '
BUILDING PERMIT FEE
(' , ,9,.
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PLAN CHECK FEE
J ."7. G (p
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Y
BUILDING SURCHARGE
OTHER:
TOTAL -
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C '' OF TUKWILA
IJrpartment of Community Development - Building Division
6300 Southcenter Boulevard, Tukwila
(206) 431 -3670
(PLAN CHECK
NUMBER
I
APPLICATION MUST BE
FILLED OUT COMPLETEL
BUILDIN( PERMIT
APPLICATION
1 HEREBY CERTIFY THAT.I; HAVE READ ' AND: :EXAMINED THIS: APPLICAT ION. AND: KNOW ;THE :SAME'TO
BE TRUE :AND • CORRECT, AND 'LAM 'AUTHORIZED :TO APPLY FOR .THIS:`PERMIT.
SIGNATURE DATE
BUILDING OWNER ` 1■23 i
OR AUTHORIZED RIZED . Ahki PHONE 21%
PRINT NAME
4 - i I II s ticsheti CITY/ZIP r
AGENT ADDRESS
INI VTACT PERSON `S `, PHONE
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
‘Lutt
GITY OF T
� R 2
'Aj[p APPLICATION EXPIRES
I
PERMIT CENTER
ia22/93
;OMMERCIAL
`SEW COMMERCIAL BUILDINGS /ADDITIONS
Completed building permit application (one for each structure)
1 Assessor Account Number
Two sets (2) of the following:
Specifications
1 Structural calculations stamped by a Washington State licensed
engineer
S:,i:s report stamped by . a Washington State licensed engineer:
- 1 Topographical survey
Energy calculations stamped by a Washington State licensed
engineer or architect
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
Completed utility permit application (one for entire project)
Six (6) sots of civil drawings
II
NOTE: See utility permit application and checklist for specific utility
submittal requirements.
RACK STORAGE
Completed building permit application
Ti Assessor Account Number
Two (2) sets of plans, which include:
Building floor plan showing:
• Entire space where racks will be located
• Exit Coors
• Dimensions of all aisles
NOTE: Include dimensions of racks (height, width and length), aisles
and exit ways on plan.
1 Structural calculations stamped by a Washington State licensed
engineer (rack storage 8' and over).
RESIDENTIAL
NEW SINGLE- FAMILY DWELLINGS /ADDITIONS
L I Completed building permit application (one for each structure)
I Legal description
pi Assessor Account Number
!7 Two sets (2) of working drawings, which include:
i7
Tenant space floor plan showing rack storage layout, aisles and
exits.
• Site plan
• Foundation plan
• Floor plan
• Roof plan
• Building elevations (all views)
• Building cross - section
• Structural framing plans
Washington State Energy Code data
Completed utility permit application
SUBMITTAL CHECKLIST
S. (On plan, show closest hydrant location.
include access to building, showing
width and length of access.)
E 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 submittnl requirements.
Add'tional topographical and soils information may be required if unique
site conditions.
COMMERCIAL TENANT IMPROVEMENTS
Completed building permit application (one for each structure or
tenant)
n Assessor Account Number
Two (2) sets of construction plans, which include:
1 Site plan
• Location of tenant space
• Existing and proposed parking
• Landscape plan (if applicable, i.e.; change of use
I Overall building plan
• Tenant location
• Use of adjacent (common wall) tenant
• Overall dimensions of building orr square footage
1 Floor plan of proposed tenant space
•l
• Cross sections showing wall construction and method of
. attachment for floor and ceiling
Structural calculations stamped by a Washington State licensed
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
ANTENNA/SATELLITE DISHES
I
L
RESIDENTIAL REMODELS
II
II
Assessor Account Number
•. Tenant space plan with use of each room labelled.. •
:: • Exit doors, egress patterns:
• New walls, existing wall, and walls to be demolished.
Construction details
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.
Completed building permit application
Assessor Account Number
Two (2) sets of plans, which include:
1 Site Plan (showing building ard 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
Completed building permit application (one for each structure)
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 -
oil of the permit.
CITY OF TUKWILA
Address: 12400 EAST MARGINAL WY S Permit No: 896-0055
Suite:
Tenant: GROUP HEALTH
Type: B-BLDG
Parcel #: 734060-0480
Status: ISSUED
Applied: 02/231996
issued: 03/13/1996
*4**4-k*******************kk*kk*k4kw**A44*AwkAk**0,4,44Aw**44-0
Permit Conditions:
1. No changes will be made to the plans unless approved by the
Architect or Engineer anci,the_Tuk$7 Building Division.
Electrical permits shatl—obtaiiied_throuoil the Washinatcn
State Division of.-taborand Industries electrical
work will be inspected bythat agency (248"-6630.)..
3. All inspetiori approvedplens shall be
available atz,the fob siteprior to 'the start 'of any con-
struction;:wheSe:dbCumentsare to be maintained and
able until final Anipectio*approvaT'isarantexi.,
4, All st6ictual Wefding'shalLbedone by WA.B.:
welders and special '(118C- Sec. 306(a)5). .
5. 8olt1,ns);:alled in coporete:shallbe special Inspected
(UBCSet: 306(a)2).:::'
6. When„,SpeOal inspectiOn is requ_ired either the owner',
architect or engineershall:nOtify the Tukwila Building
aPpointment of the inspection agencies priOr to
thefirse Copes nt all special
idOection reports-sN110e submitted to the Building':
DliOstopAn atimely:maiine's Reports shal1 contain. address
prTOjectname: permit .nuMber being
pOiornie0.
7. Thespectkl jnsPec'torShall ''s(ibmt signed repOr't
st0Ing Whether the'w0v.k' requiOng''s0O
to4hebest of the inspector'sknowledge,16
withappoVedplans and specifiationtand..the applicable
kman:hio of the UBC
8. All 'Construction to be done in'conforMance
plans±and requirements of the Un i form Building Code (1994
EditiOn),as aMendeO,Uniform Mechanical Code (1994 EditiOn),
and Washington:',State Energy Code (1994 Edition).H:
9, ValidityofPerMit. The issuance of a permit Or approval ...t
plans, speoff,ications, and computations shall not be con-
strued to be a permit for,'by - an:eipproval of, any Viblation
of any of theizirOvisions of thepuilding code or of any
other ordinance of the jurisdiction. - No permit presuming to
give authority to vioite:or cancel, the :Provisions of this
code shall be valid. ' _
A^+****A*^****^**+*+^* **+++ ++ +^+**A+***A^+***++*+A
p **+a+*h^*+****++*4^*A*.y**+*��+++ , ** 4 —J *+x+��++* A .! * ����� �+A
^~'`''~ ``^
TPA ' T Number: 96O03697 Amount: 1,344.71 O2/23 ��2f"
Paynt Method: CHECK Notation: GROUP H[AiTH Init: CJP
' • . ----
Permit No:
Parcel No:
Site Address:
This Payment
Account Code
008/322.100
000/345.830
000/38��.904
T
TRANSHI
'�_'_ �_
PERMIT
1396'0055 Type: 8-BLDG BUILDING
734060'0480
12400 [AST MARGINAL NY S
Total Foes:
1,344.?1 Tolal ALL Pmts:
Balance: ' . � .00
^a+*+*A**A**�++*^****+*++A++A+***+****+*+
Description
BUILDING - NONHES
PLAN CHECK - NONKES
STATE BUILDING SURCHARGE
1,344.71
. 1,J;4.71
/
+A+*.,!h*+*+++4+«**+*+*A+
Amount
812.25'
527.96
4.50
GENERA 1344.71
TOTAL 1344.71
CHECK 1344.71
CHANCE 0.00
299614000 15:19
Address
k.
City of Tukwila
Fire Department
Needs shift inspection
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
Project Name /i /4
7 c
Retain current inspection schedule
Approved without correction notice
Approved with correction notice issued
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre-Fire:
Permits:
Authorized Signature
Date
FINALAPP.FRM T.F.D. Form F.P. 85
John W. Rants, Mayor
Thomas P. Keefe, Fire Chief
Permit No.
Suite #
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439
Project:
Type of ins. -ctio •
Address: j I. f To
L /
6J
V
Date called:
Special instructions:
C.A.A
Date wanted:
5 ) 9. /vp
Requester:
Phone No.:
Receipt No.:
Approved per applicable codes.___
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 981
PERMIT NO.
: 8 %,. • 61431 -3670
Corrections required prior to approval.
COMMENTS:
Inspector:
Date: c i /91p
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Date:
Project: 6 y ou
Etpal
Type of inspection:
Address! r ___
,,,,, _
Gl.
. _ 1
I f10,1
Date called: q _I _ _ q c
Special instructions:
- 1. 0() Pqn •
¶oo'
Date wanted:
Li_ ig_ q ( ell
Requester:
R
Phone No.:
( .q .9 46), q 0 i q
.22..conownratrzrognMe-Mo7'
[K per applicable codes.
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
COMMENTS:
S ( isi3(40(\— ) — 1 - 6 - 11■ 6
(,\AN1 OCTIF
d 0 LoaC
I Inspector:
C
7 2—
Date:
e d(S
1
[Receipt No.:
1- INSPECTION RECORD
Retain a copy with permit
I I
Date:
PERMIT NE.
(206) 431-3670
Corrections required prior to approval.
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Project • p II / - 1
� Ju 'l r n wl
Type of inspecion: k /4E1s
1Z`F�ti l ^12 &/ G
Date called: 3 —.2% — C I to
Special instructions:
PLC • ► �1/P �
2. p.m.
Date wanted_ Z Ci ' Gto
C .2 ,
Requester:R , 1c tuci
Phone No.: _ 1 A o tz
Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
PERMIT NO.
(206) 431 -3670
Corrections required prior to approval.
COMMENTS: 6 7; 6 =4**
CD /v .01 g,2A ` cis 6 '4 s•d
$42tb0 REINSPEC PION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
I Receipt No.:
Date:
...... -- .«..., ,, W: ff /aY4W1'.f'. WM71tYfA+AV2Inolz,.�f, eotarermak'b.rnics M(I(12∎14ArINWril:OLVA4Y..wilar xwas nt.acr.fttvalterasamiwe.t .orig•davtil r!'ios•tve wtw...
May 8, 1996
Gentlemen,
Sincerely,
MSD:lmm
00496b.clo
C
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
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:
Reinforced Concrete / Epoxy Fastened Anchors
Structural Steel Welding
We trust that this provides you with the information which you require. Should you have any
questions give us a call.
MAYES TESTING ENGINEERS, INC.
Michael older
General Manager
TESTING ENGINEERS, INC.
Permit B96 -005
RECEIVED
MAY 0 9 1996
cc: Brian Fyall - Lease Crutcher Lewis COMMUNITY
DEVELOPMENT
917 - 134th St. S.W., Suite A -1 • Everett, WA 98204 • (206) 742 -9360 • FAX (206) 745 -1737
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.Swenson Say Faget
A Structural
Engineering
Corporation
protect
Structural Calculations
for
Group Health Cooperative
Riverton Operations Center
Phase IIl
WA NSF +l'au► 5E EA'. aced* CIE)
'EXPIRES 8/25/ 9 /' 1
11117 rSI ' FN =MI44war�nM+why+Ytv��suru+wn w..•.....�...�...
RECEIVED
CITY OF TUKWILA
FEB 2 3 1996
PERMIT CENTER
date pro'. no.
design sheet
102A Post•Allev • Seattle. WA OSLOI • Phone (20(51 443.6212 • Fax (2Ohl 443.4870
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sheet
• 1925 Post Alley • Seattle. WA 08101 • Phone (2061 443.6212 • Fax (2061 443 -4870
C.
01‘5 r) of Cot
Swenson Say Faget
A Structural
Engineering
Corporatnni
project
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•1925 Post Alley • Seattle. WA 98101 • Phone (2061 443.6212 • Fax (2061 443-4870
Swenson Say Fogel
A Structural
Engineering
('Orjwrall
project
2 Zu - 4b
date prof. nV
design sheet
.1925 Post Alley • Seattle. WA 98101 • Phone (2081 443.8212 • Fax (2081 443 -4870
Fire Department Review
Control #B96 -0055
Dear Sir:
City of Tukwila
Fire Department Thomas P. Keefe, Fire Chief
March 8, 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. 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
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)
2. 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,
John W. Rants, Mayor
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439
City of Tukwila
Fire Department
Page number 2
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.
Exit hardware and marking shall meet the requirements
of the Uniform Fire Code. (UFC 1207.1- 1212.8)
3. 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
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
John W. Rants, Mayor
Thomas P. Keefe, Fire Chief
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 57544139
Yours truly,
cc: TFD file
ncd
?assn = °a „ xxsx> r7
City of Tukwila
Fire Department
Page number 3
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)
4. All electrical work and equipment shall conform
strictly to the standards of The National Electrical Code.
(NFPA 70)
5. Accumulation of combustible waste material is
prohibited during the demolition phase of this project.
Remove and properly dispose of all waste material prior to
the close of the working day and as often throughout the
day as needed.
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.
The Tukwila Fire Prevention Bureau
John W. Rants, Mayor
Thomas P. Keefe, Fine Chief
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439
t,:. ' 4,:..c.;, 9.Ects ..:.: •••
. DATE '
II
, c....4 . 4::,!1:EASE CL1
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: . •
I
DEPARTMENT OF LABOR AND INDUSTRIES
THIS CERTIFIES THAT THEPERSON HEREON IS REGISTERED AS PROVIDED BY LAW AS A
' .
.• . ' : • ;•:.
LEASE CPUCHER LEWIS
107::VR:i.t4C;:::.T STE 00 :
• . ..•.
SEATTLEW9S1O-iOS
f DETACH TO DISPLAY CERTIFICATE
STATE OF WASHINGTON
ss.
COUNTY OF KING
DETACH TO DISPLAY CERTIFICATE
STATE OF WASHINGTON
This is to certify that this is a true copy of the current Washington
State contractor's license for LFASE CRUTCHER LEWIS.
Signed and sealed this I? day of
Notary Public in and for th, S te of
Washington, residing at 11./
My commission expires
*4 ..• •••••••• . •
, 199 6.
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F625-052-OCG .3-92) 0.
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AJ3BREVIATIONS
UDC Building
iE
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A a
AU(G)frn second
111 South Jackson Street
Seattle. Washington 98104
12061 223 -5555
Fax 12061 621 -2300
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Sanitary
boa m o p 4 /AeY
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leimporioq
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ebOard
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mm=M'w,I /wone/irr+
I. BUILDING ADDRESS
2. JURiS01CIION
3. LAND USE CONE
4. BUILDING CODE
5. CONSTRUCTION TYPE
6. OCCUPANCY GROUP & AREA
7. SCOPE OF WORK
THIS PROJECT
GRAPHICS
6 5
3A
1,17.1
CODE INFORMATION
TOTAL
Nor. ArrOW
�mo,wEm.m`o�n tiara
Column Grid Symbols
Number Identification
e Number Identification
� Pes r K ; Ieeatiana acwr an
�,ea�P,nae,oel;)eedes
I %a
Sheet Number (IRRAM)
Symbols
Angle
it At
E Centerline
Channel
q ubReon (ae cal)
rY
• e
Syaare Peel er
r� Ph
0 And
P Plus ° or Minus
NEW CONSTRUCTION
TWO LOADING DOCKS ONLY
E5b W55
Petro n
Number Idenlllicalian
. Sheet Number
Revision Indicator
12500 E. MARGINAL RAY S.
Seattle, Washington 98124
CITY DO 1UKWILA
M - I LIGHT INDUSTRY
1994 CRC w/ VIA. STATE AMENDMENTS
TYPE 5 -N SPRINKLERED & TYPE II -N SPRINKLERED
DEPARTMENT AREA OCCUPANCY
LOADING DOCK
Group
f: Health
Cooperative
of Puget Sound Riverton Operations Center
PHASE III
LOADING DOCK
TENANT IMPROVEMENT
DRAWING INDEX
ARCHITECTURAL
Aa.aW CUVER SHEET
A2.10n LOADNG DOCK PLAN
LOADING DOCK PUN
ASODK LOADNG OWK REVADON /SECTION
STRUCTURAL
Stn LOADING 00. PLAN k GENERAL NOTES
.1 OEM.
S6.1 LOADING DO. DIVA. & DETAILS
ELECTRICAL
SOAK LOADING D. PO. AND LIGHTING PLAN
LEGAL DESCRIPTION
Thal portion of Tracts 21, 02, 31, and 32, Riverside
Interurban Tracts, according to the Plat recorded in Volume 10,
of Plats, page 74, in King County, Washington, more
particularly described as follows:
Beginning at a point an the westerly margin of primary slate
Highway No, I, Faster interchange to South 118th Street, as
condemned under Superior Court Cause No. 646846, that bears
south 043059` east 16503 feet distant Irani the point of
curvature of the west margin highway engineers' station
76+05.30 said point also being the southeast co r of that
certain tract Al land as described in option agreement
carded under Auditor's He No. 7506090402; thence south
043050" east along said margin 615.17 feel to o point lying
110 feel westerly of and apposite engineers station 68 +25;
(hence south 5819'00" west along said highway margin 230.30
feel; thence south 1809'20" east clang said highway margin
3680 feel to the south line of tract 32 of the Riverside
Interurban Tracts; (hence north 8917'24" west 47697 feel
along the south line of tracts 31 and 32 to the easterly
margin of East Marginal Way as established by warranty deed
found in King County records, King Country Recorder's No.
7412090485; thence north 1838'24" west 442.48 feet along said
easterly margin; thence north 1254'24" west 44148 feel along
said easterly margin; thence north 1007'24 west 53178 feet
along said easterly marg n to the southwest corner of option
agreement recorded under Auditor's File No. 7506090402;
thence south 8917'24" east parallel to the south line of
tracts 31 and 32 Riverside Interurban Tracts a distance of
704.30 feel to the point of beginning.
Fr A
SITE PLAN
SCALE: I° = 100'
. CIRCULATION
PROPOSED
NEW WORK
476.97'
774.30'
we By oeaPm'A Pemo.
2/20/96 Permit Submittal
PROJECT TEAM
Cr�nt:
Group Health COapernlive
521 Wall Street
Seattle, WA 98121
206/448 -2355
Proj. Mgr: Joe Neuenschwander
Architect'
9880
III South Jackson Street
Seattle, WA 98104
206/223 -5555
Project Mgr: Brian Berg
Structural:
Swenson Say Fagot
1921 Post Alley
Seattle, WA 98101
206/443 -6212
Project Mgr: Dan Say
General Contractor:
Lease Crotchet Lewis
107 Spring Street
Seattle, WA 98101
206/622 -0500
Project Mgr: Mike McCausland
LOCATION MAP
III( Il11111111111111111111111
KID
cITY APPROVED u
MAR 1 2 1996
AS AAOTED
BUILDING 01081 N
1REEI
Sew AN
COVER S H E E T
Enaineerina Management
Landis Jr Cyr Powers
13020 NE 20th Street
Bellevue, WA 98005
206/455 -3700
Project Mgr: Jay Masson
Electrical:
Huntley Pascoe Inc.
Canyon Park Business Center
22025 20th Avenue SE, Ste. 1100
Bothell, WA 98021 -4406
206/485 -0900
Project Mgr: Roger Huntley
Mechanical:
Holaday Parks, Inc.
4600 S. 134th Place
P. 0. Box 69208
Seattle, WA 98168 -9208
206/762 -3311
Project Mgr: E. Troy Blaedel
(Z// / / / / / / / / / / / / / / //
v / / / / //// / / / / / / / / / /L) _
11///77//7////)
N
PERMIT 6
IT CENTER
kb N.J. 40789.03
cocked Wf3P we 2/20/96
sdr NTS
Ammyed Br WBP
peewee BEY BeenSDS
SEPARATE PP'In.4IT
REQUIRED F'
❑AAECHAeUL0TL
❑ PLUMSr.
❑ OAT
CITY CP .. ,�
- BUILD
Ce
FILE COPY
I and- ad Nat No Plan Chad
mere erd mi11ee1 end
Pans tow not sm.SAR • So 5501005 ni
5C0P0 0 <5N a ultls rlept or ...new
SOP, cr
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PerMM N0.
REVISIONS
NO CHANGES SHALL BE MADE TO
THE SCOPE OF WORK WITHOUT PRIOR
APPROVAL OF A.M.. REWIRE N DIING r DIVISION.
NOTE
Permit Submittal
Wes W6.
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S I
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S
NBBJ
111 South Jackson Street
Seattle. Washington 98104
1206) 223 -5555
Fax (2061 621 -2300
AMOUNT OF EARTH TO
BE CUT = APPROX.
19.3 CU. YDS.
r
RESIDENTIAL ZONE
0 SITE PLAN
eib 0055
Group
Health
Cooperative
of Puget Sound
LOADING DOCK
TENANT IMPROVEMENT
Riverton Operations Center
PHASE III
B°I SA51ERE0
1 \/ RCHIIECt
onHo
Dole Be
////////////////
///
/ / / / / / / / / / / / / / / /// L
EXISTING PARKING
/ / / / / / / / / / / / / //P
/ / / / / / / / / / / / / /// /
SOUTH 124th STREET
Wmpnm d ymaan BNB Me
/
2/20/9e Perrot Submittal LOADING DOCK PLAN
K
FEB 2 3t996
Nale 1 /8 " =P -O
µpared ey WOP NA Nnba 40789.03
oev4ed BTU Ware, JcD awad WAP Os, 2/20/96
Permit Submittal
SAW Nobs
Cm Of RUSSIA
APPROARS
MAR 1 2 I99S
kS NOTED///
BUILDING OMSt N
A2.3DK
S
sat
9--
44=C 6
44- -
NBBJ
111 South Jackson Street
Seattle, Washington 98104
12061 223 -5555
Fax 1206) 621 -2300
23' -7 I/2"
EXISTING PAVING
7 1/2
EXISDNG PLANTING
STRIP
2<-3 1/2"
STING FIRE HYDRANT
23 -7 1/2
I F
yI
EASING CURB
24' -0 I/2"
O LOADING DOCK PLAN / EXISTING
SCALE: 1/8" = Y -0"
23' -7"
EXISTING STORM DRAIN - -W
21 1/2"
EXISTING RETAINING WALL—
EXISDNG PLANTING
STRIP
22 -4"
24' -II"
24' -I l
1
J EXISTING
LOADING
DOCK
EXISTING
LOADING
DOCK
EXISTING
LOADING
DOCK
1 EXISTING
LOADING
DOCK
F3%--.0055
Group
, Health
ae . Cooperative
of Puget Sound Riverton Operations Center
PHASE III
LOADING DOCK
TENANT IMPROVEMENT
23' -9
EXISTING PAVING
23' -7 I/2
24' I"
NEW BOLLARDS
EXISDNG ARE HYDRANT _ _ _
714 23'_7 I/O"
D II EXISDNG CB TO
I � BE REMOVE
III N EW PAVING
I II
II __
I NEW CONC. CURB
II -71-13E4
(MATCH EXISDNG)
II I
II
II
24' -0 1/2"
II
O LOADING DOCK PLAN / NEW
SCALE: 1/8" - l'-0"
RECis7rnco
, ARanECT
EXTENT OF EXCAVATION
FOR NEW LOADING
DOCKS
NEW RETAINING
WALL
24: -3" L-- ---
NEW CANOPY — --
EXISTING STORM DRAIN EXISTING
W LOADING
DOCK
21' -II I/O" .
EXISDNG RETAINING
WALL TO BE REMOVED
AMOUNT OF EARTH TO
BE CUT = 19.3 CU. YDS.
EXISTING PLANTING
STRIP
-t
22' -4"
23' 0"
L _ll
�J
24' -11'
EXISTING
LOADING
1 1 DOCK
l
EXISTING
LOADING
DOCK
EXISTING
LOADING
DOCK
Dne By DeNT. d WINK _ %eel T. 2/20/94 Permit Submittal LOADING DOCK PLAN
EXISTING F00DNC
TO REMAIN
NEW
LOADING
DOCK
FEB 2 3 1995
kvwed er WBP eb Note 40789.03
05454 BEB Wrn LTD added GBP D. 2/20/96
CITY OF DIWAILA
APPROVED
MAR 121996
AS 801E0
BUILDING DM&
Permit Submittal
A2.4DK
0
i
U
a In
I I
G In
Q
NBBJ
111 South Jackson Street
Seattle. Washington 98104
12061 223 -5555
Fax (206) 621 -2300
0 LOADING DOCK ELEVATION
sCALE: 1/4-
*4, Group
Health
Cooperative
of Puget Sound
KS IING FOOLING TO REMAIN
M6 -0055
LOADING DOCK
TENANT IMPROVEMENT
Riverton Operations Center
PHASE III
EXISTING RETAINING WALL
TO BE REMOVED
— NEW FOOTING
NEW CANOPY
'P
EXISTING FOOTING —
TO BE REMOVED
NEW FOOTING --
LOADING DOCK SECTION AA
A _
-----
f 6a
NEW LIGHT FIXTURE
NEW DOCK LEVELER
Ode By OewNm LI Rai* gam lab _
2 /20/96 Permit Submittal LOADING DOCK
ELEVATION / SECTION
FEB 201996
PEllhArr CENT.
sale 1 /8 " =I -0"
Amoad er WBP AM NMRM 40789.03
BEG Raan 200 aaa.d RAP cat. 2/20/96
sam Ut
CRY OF TUMNIA
AFFRONT])
MAR 1 2 696
AS EOIED4
BALDING OMSION
Permit Submittal
A5.0DK
A
N W LIGHT F %TORE
(SEE ELECTR CA )
-
I r--
-
- - r - �
.I
ppi ���1l"'INEW
I
I
\
iIiI
I
CANOPY
I
I/
Y
Y
►7
i
NEW DOOR, TRACK AND TUBE STEE L ERA
DOOR ANO TUBE STEEL FRAME TO BEPAINIEO
NEW DOCK PAD
NEW DOCK LEVELER
1
_lam
ill
NEW RETAINING WALL
.
r
- -- - ��
4
\ NEW TE CONCRE TO NE PAINTED
- E %ISPNG FOOTING TO BE REMOVED NE uC ONC CONCRETE T PECTIN: E ii
0
i
U
a In
I I
G In
Q
NBBJ
111 South Jackson Street
Seattle. Washington 98104
12061 223 -5555
Fax (206) 621 -2300
0 LOADING DOCK ELEVATION
sCALE: 1/4-
*4, Group
Health
Cooperative
of Puget Sound
KS IING FOOLING TO REMAIN
M6 -0055
LOADING DOCK
TENANT IMPROVEMENT
Riverton Operations Center
PHASE III
EXISTING RETAINING WALL
TO BE REMOVED
— NEW FOOTING
NEW CANOPY
'P
EXISTING FOOTING —
TO BE REMOVED
NEW FOOTING --
LOADING DOCK SECTION AA
A _
-----
f 6a
NEW LIGHT FIXTURE
NEW DOCK LEVELER
Ode By OewNm LI Rai* gam lab _
2 /20/96 Permit Submittal LOADING DOCK
ELEVATION / SECTION
FEB 201996
PEllhArr CENT.
sale 1 /8 " =I -0"
Amoad er WBP AM NMRM 40789.03
BEG Raan 200 aaa.d RAP cat. 2/20/96
sam Ut
CRY OF TUMNIA
AFFRONT])
MAR 1 2 696
AS EOIED4
BALDING OMSION
Permit Submittal
A5.0DK
2. DESIGN LOADING CRITERIA
GENERAL STRUCTURAL NOTES
(The following apply unless shown otherwise on the plans)
I. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM 70 THE
DRAWINGS, SPECIFICATIONS, AND THE UNIFORM BUILDING CODE (1994 EDITION).
WINO 80 MPH, EXPOSURE 'B'
EARTHQUAKE ZONE 3, R. =6
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
NE VERIFIED.
5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL
COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED 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 WORK. THE
STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR
DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE
AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR,
THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT,
CR 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 OR CONSTRUCTION,
CHANGES SHOWN 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 OF SIMILAR CHARACTER TO
DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TB
REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER.
9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD
ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY,
HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY
THE SUPPLIER,
10. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT
AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS,
STRUCTURAL STEEL
REINFORCING STEEL
11. 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 DRAWING 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.
12. INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION SHALL BE SUPERVISED IN
ACCORDANCE WITH SECTION 1701 OF THE UNIFORM BUILDING CODE AND THE PROJECT
SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT.
THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE FURNISHED WITH COPIES OF ALL
INSPECTION AND TEST RESULTS.
STRUCTURAL STEEL FABRICATION AND ERECTION (INCLUDING FIELD WELDING
AND HIGH - STRENGTH FIELD BOLTING)
EXPANSION BOLTS AND THREADED EXPANSION INSERTS
REINFORCING STEEL INSTALLATION
EPDXY GROUTED INSTALLATIONS
13. FOUNDATION NOTES ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE
ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER. IF
SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER
FOR POSSIBLE FOUNDATION REDESIGN.
FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18' BELOW ADJACENT
FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW
COLUMNS OR WALLS ABOVE.
BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND
PROVIDE FOR SUBSURFACE DRAINAGE.
ALLOWABLE SOIL PRESSURE. . . .
LATERAL EARTH PRESSURE (RESTRAINED /UNRESTRAINED) .
NBBJ
Ill South Jackson Street
Seattle, Washington 98104
12061 223 -5555
Fox (2061 621 -2300
GEOTECHNICAL
. 2000 PSF
.60 PCF /35 PCF
Swenson Say Fagot
A Structural Bn.spamp. Corporation
woo Pon 'o'
) 4ais.O r. U0ei 4aaa
RENOVATION
I4. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE
COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING
CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE 10 THE WORK SEQUENCES.
EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAV
CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO
BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE
EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION
DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF.
A.
B.
C.
D.
ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEANS SHALL BE
ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF
MEMBERS PRIOR TO CUTTING ANY OPENINGS.
SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING,
IF POSSIBLE.
WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, THREADED
BARS INTO THREADED EXPANSION INSERTS IN EXISTING CONCRETE SHALL
BE PROVIDED TO MATCH HORIZONTAL REINFORCING, UNLESS OTHERWISE
NOTED ON PLANS,
CONCRETE
15. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE
WITH UBC SECTION 1905 AND ACI 301. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH
OF f'c = 2500 PSI AND NIX SHALL CONTAIN NOT LESS THAN 5 -I/2 SACKS OF
CEMENT PER CUBIC YARD AND SHALL BF PROPORTIONED TO PRODUCE A SLUMP OF 5' DR
LESS.
THE MINIMUM AMOUNTS IF CEMENT AND MAXIMUM AMOUNTS OF WATER NAY BE CHANGED
IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND
TIE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY
CONCRETE. THE CONCRETE PERFORMANCE NIX SHALL INCLUDE THE AMOUNTS OF
CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE
WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA
IN ACCORDANCE WITH U.B.C. 1905.3. REVIEW OF NIX SUBMITTALS BY THE
ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS
GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL
RESPONSIBILITY FOR SPECIFIED PERFORMANCE.
ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED
WITH AN AIR - ENTRAINING AGENT CONFORMING TO ASTM C260, C494, and C618.
TOTAL AIR CONTENT FOR FROST - RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH
TABLE 19 -A -I OF THE UNIFORM BUILDING CODE.
16. REINFORCING STEEL SHALL CONFORM TO ASTN A615 (INCLUDING SUPPLEMENT SI),
GRADE 60, fy ' 60,000 PSI. EXCEPTIONS. ANY BARS SPECIFICALLY SO NOTED ON
THE DRAWINGS SHALL BE GRADE 40, fy = 40,000 PSI. GRADE 60 REINFORCING BARS
INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING
COMPLYING WITH ASTM A615(SI) NAY BE WELDED ONLY IF MATERIAL PROPERTY
REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.V.S.
01.4 ARE SUBMITTED. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185.
SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A6I5, GRADE 60,
fy = 60,000 PSI.
17. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN
ACCORDANCE WITH ACI 315 -80 AND 318 -89. LAP ALL CONTINUOUS REINFORCEMENT 115
AND SMALLER 40 BAR DIAMETERS OR 2' -0' MINIMUM, PROVIDE CORNER BARS AT ALL
WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AS AND SMALLER 40 BAR
DIAMETERS OR 2' -0' MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN
ACCORDANCE WITH ACI 318 -89, CLASS B. LAP ADJACENT MATS OF WELDED WIRE
FABRIC A MINIMUM OF B' AT SIDES AND ENDS.
NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS
SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER.
18. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS.
FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED
TO EARTH . . . . 3'
FORMED SURFACES EXPOSED TO EARTH OR WEATHER (N6 BARS OR LARGER) 2'
(45 BARS OR SMALLER) . . . 1 -I/2'
. . ..
SLABS AND WALLS (INT. FACE). ,GREATER OF BAR DIAMETER PLUS 1 /8' OR 3/4'
19, CONCRETE WALL REINFORCING -- PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE'
6' WALLS AN @ 17 HORIZ. B4 @ 18 VERTICAL I CURTAIN
8' WALLS 115 @ IB HORIZ. AN @ IB VERTICAL 1 CURTAIN
10' WALLS 04 @ 18 HORIZ. 113 @ HI VERTICAL 2 CURTAINS
20. NON- SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL
BE NIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED
RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON
WHICH IT IS PLACED (2500 PSI MINIMUM).
ANCHORAGE
21. EXPANSION BOLTS INTO CONCRETE SHALL BE ERIK BOLT II AND THREADED EXPANSION
INSERTS INTO CONCRETE SHALL BE SLEEVE ANCHORS AS MANUFACTURED BY HILT!
CORP, INSTALLED IN STRICT ACCORDANCE WITH I.C3,0. REPORT NO. 4627
INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY
CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH I.C.B4O. REPORTS INDICATING
EQUIVALENT OR GREATER LOAD CAPACITIES. THESE PRODUCTS ARE NOT RATED FOR
USE IN MASONRY UNITS, SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION
BOLT AND INSERT INSTALLATION.
b 0053
Group
Health
Cooperative
of Puget Sound Riverton Operations Center
PHASE III
22. EPDXY - GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH HS -200
SOLID BOND EPDXY BY ANCHOR -IT FASTENING SYSTEMS, ADHESIVES TECHNOLOGY
CORPORATION. INSTALL IN STRICT ACCORDANCE WITH I.C.B.O. REPORT NO, 4398.
SPECIAL INSPECTION OF INSTALLATION IS REQUIRED.
STEEL
20, STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE
LATEST EDITIONS OF THE A.I.S,C. SPECIFICATIONS AND CODES.
1. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN,
2. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AMENDED BY
THE DELETION OF THE FOLLOWING SENTENCE IN PARAGRAPH 4.2.1: 'THIS
APPROVAL CONSTITUTES THE OWNER'S ACCEPTANCE OF ALL RESPONSIBILITY FOR
THE DESIGN ADEQUACY OF ANY DETAIL CONFIGURATION OF CONNECTIONS
DEVELOPED BY THE FABRICATOR AS PART OF HIS PREPARATION OF THESE SHOP
DRAWINGS,'
3. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS.
24. STRUCTURAL STEEL, INCLUDING PLATES AND ROLLED SHAPES, SHALL CONFORM TO ASTM
A36, Fy = 36 KSI. STEEL PIPE SHALL CONFORM TO ASTN A -53, TYPE E OR S,
GRADE B, Fy = 35 KSI, STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE
B, Fy ' 46 KSI. ANCHOR BOLTS AND CONNECTION BOLTS SHALL CONFORM TO ASTM
A307.
25. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.V.S. STANDARDS AND
SHALL BE PERFORMED BY W,A.B.O, CERTIFIED WELDERS USING E70 XX ELECTRODES.
ONLY PREQUALIFIED WELDS (AS DEFINED BY A.V.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 NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL
REQUIREMENTS OF WELDED BARS.
26. METAL ROOF DECKING -- PROVIDE SIZE, TYPE, GAUGE, AND ATTACHMENT TO
THE SUPPORTING STRUCTURE AS SHOWN ON THE PLANS, ALTERNATES MUST BE
CONNECTED ACCORDING TO PUBLISHED I.C.B.O. CRITERIA FOR DIAPHRAGM SHEARS
SHOWN. PROVIDE SHORING WHERE REQUIRED PER MANUFACTURER'S PUBLISHED
CRITERIA, ALL DECKING SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK
INSTITUTE.
REMOVE
EXISTING
RETAINING
WALL V FIG.
BR
NEW CANOPY
OVER TRUCK
DOCKS. SEE \
ARCHL FOR
LOCATION
SEE S/6.1
FOR STRUCTURE
SEE PARTIAL
WALL ELEVATION
PER 56.1
SCALE I/8 1'A'
Dr plm al paw
NEW CONCRETE
RETAINING
WALL
L
FOUNDATION PLAN - WAREHOUSE
LOADING LOOK
CFNERAL NOTES
FOUNDATION PLAN
REMOVE EXIST.
TILT -UP PANEL
VAULT SUPPORT
WALLS.
FOOTINGS
TO REMAIN.
7_ T 7
KEY PLAN
tsar 1/O' - '-00
N9rC BH..• ONI I SAY INS N.bn 05099 -05-I
Dsywd L Don J3 FIMARA add OM d SAY DPP 2/54/06
- Nita
J
FEB 2 3 1996
PERMIT CURER
S2.1
OAT OF TUKWIU
APPROVED
MAR 1 2 1990
AS NOTED
BUILDING DIVISION
EDGE OF SAWCUT
EXIST. CONC.�
WALL
gqbOo5k
SEE 18/S3.1
FOR CALLOUTS
IN COMMON
EXIST TILT -UP
WALL
REMOVE EXIST.
STRIP FTC. AS
HESS FOR NEW
COLUMN FTC.
DRILL 5 /8 "0
HOLES & EPDXY
6 1
PLAN
FTG. 0 COL.
NEW STRCNGBACK COL.
PER ELEV. 56.1
DRILL 5/8 0 x 8 HOLE
& EP 8 4 x �6•
0 12'oc
AS READ y'
FOR DOCKI
LEVELER
—(2)/4 VERT. EA. SIDE
4
STRONCBACK COL
PER ELEV.
3 /4" - V - 0"
EXIST. SLAB -ON -GRADE
y r''
(2)84 x 2' -0" 0 12 "oc
(3)84 EA. WAY BM.
3/4 =1 -0" 16
PROVIDE 1 /2 °
NON- SHRINK GROUT
FOR COMPLETE BRG.
FACE R
TD ACT' I/4 L
EXIST. TILT -UP
PANEL
(1)84 CONT.-
1546
NEW STRONGBACK COL.
PER ELEV.
PLAN
PLAN
Yir!�
EXIST. TILT -UP PANEL
T/4"8 EXP. BOLTS
A 18 cc (ALTERNATE ON
EACH SIDE OF NEB) U.N.O.
3 ''= - 7
KENO B 1 /2"x12"
.(SHEAR P E i0
/
CA VA'
`FACE 3•x6'
=CHANNEL PER ELEV.
18 "oc
6x6- WI.4xRl.4 W.W.M. CATO.
84 0 Inc VERT,
- -84 0 Inc HORIZ.
(2)84 CONT.
4
3/4 " =L -0" 12
3 /a=1 -2" 17
DRILL 5 /8 ° 0 x 6"
HOLE & EPDXY
1 /0 "0 ALL - THREAD
36"oc (2- PER
SIDE, MINIMUM)
SEE 14/S3.1
FOR CALLOUTS
IN COMMON
EXIST. PANEL TILT -UP - 1 /4 "0 EXP. BOLTS 0 12 "oc
CHANNEL PER ELEV. (OMIT
0 ° SIM" SECTION)
TS 602x CONT. 0
PERIMETER OF OPN'G. TYP.
PROVIDE OVERSIZED HOLE
EXT. NEB OF TUBE FOR
MECH. ATTACHMENT OF NUT
2' -6 SO. 0
COL LOCATION
STRONGBACK COL
PER ELEV.
II
laws
CONC. COVER OVER
STL COL. & BASE R
BRG.¢ 1 /2 "012
W/ (2) /4'0410"
A.B. 0 Coc
(3)84 EA. WAY 80T.
EDGE OF FTC. BEYOND
3/4 =1 —0 3
3/4"-1 8
3/4' =1 —o" 13
DRILL 5 /0'0 HOLE
EPDXY (2)840
EACH SIDE
6 EXIST. SLAB
3/4 =, -0 18
Ak
3 /4 "0 EXP. BOLTS
N 18 "oc (FAR
SIDE OF WEB
ONLY ALONG 01041.0)
EXIST. TILT -UP PANEL—
DRILL 3 /4"0 x 8"
HOLE & EPDXY
85 x 2' -0" 0 12 "ac
ORYPACK FOR
COMPLETE ERG.
(2)84 CONT. TOP
PAVING BY OTHERS
(2)85 CONT, TOP
& BOTTOM
PLAN
(r te ( ,
Im
NEW STRONGBACK COL
PER ELEV.
� -
IS 6x20 0
PERIMETER
OF OPENING
3/4 " =1' —O" 4
N
DRILL T/e "0 x 6"
HOLE & EPDXY
1 /2 "0 ALL - THREAD
N 36 "oc
3/4 " =) , 0 „ 9
REMOVE EXIST. SLAB &
REPLACE AFTER NEW
FOOTING & WALL
ARE INSTALLED .
AS REQ'S TO MAINTAIN
SOIL STABILITY
NEW SLAB TO MATCH EXIST.
EXIST. SLAB
Q� 66
#3 0 Inc LONGIT.
83 x I' -6" 012 "oc
83 x I ifl' 0 12 "oc
84 0 12 "oc HORIZ.
#4 J
0 5 12 VERT.
1 " =1' -0 14
EXIST. SLAB
NOM
:1 1'
SAW & REMOVE EXIST.
SLAB AS REWIRED
FOR DOCK LEVELER
#4's 0 16'oc
HORIZ
84's 0 16 "OX
84 x L 0 i6 "oc VERT. E.W CENTERED
Nx,br Dre q Notes d iw1 .1
h. 9116
LETAILS DOCK
Suit,
(SIZE & LOCATION PER
MANUFACTURER'S DETAILS)
3 /4 " .1'-0" 5
3 /4 " =1 -0" 10
'7
DRYPA OR- � —
COMPLETE
BEARING
3/4 "=1 -0" 15
NBBJ
NOTE: ALL EXTERIOR
METAL CO BE
GALVANIZED
(2) 3 /4 "0
BOLTS 0 CAGE
DRILL 1% OVERSIZED
HOLE & EPDXY
SOLID
1 /2"46 "09" B —�
(GROUT BEHIND
B FOR BRO.)
EXIST. TILT -UP -�
PANEL
EXP. BOLTS
PER 7/03.1
111 South Jackson Street
Seattle, Washington 98104
12061 223 -5555
Fax (2061 621 -2300
6
1 /2" TOP B
EXIST ROOF FRAMING
3/1��NfEND 8 E i0 FLGS
— STRONGBACK COL.
PER ELEV.
aMS ..' '3- z2F:Imo 6414370 6414e
3 / 4 " = 1 _0" 1
Swenson Say Faget
A Structural Engineer.. Coxnox.xlou
3 /4 " -1' 0" 2
Group
Health
ID
�2 Cooperative
of Puget Sound Riverton Operations Center
PHASE III
PROVIDE FREE- DRAINING
MATERIAL AS REQ. BY
SOILS ENGR.
PER GEN. NOTES
B2
UP TO 5'
6'
7'
8'
STEM REINFORCING FOOTING REINFORCING
ts. 82 U VART. HORIZ. TOP LONGIT.
9" 8" 1' -6" 12" 84 0 18" 84 0 12" 85 N 12" (4)85
9' 8" I' -6" 12" #4 0 18" #4 0 12 85 0 12' (4)85
I' -0' 8 2' -0" 12' 84 0 10° 84 N 12" 85 0 12" (4)8.5
V-0 8 2' -0" 12" 85 0 12" 84 N12" 85 0 12" (4)85
NOTE
MAXIMUM HORIZ. DESIGN PRESSURE = 35 POE
MINIMUM ALLOWABLE BEARING = 2000 PSF
COEFFICIENT OF FRICTION = 0.35 (INCLUDING FACTOR OF SAFETY)
PASSIVE RESISTANCE = 300 PCF A cev o
FEB 2 3 1996
prow Foam 50N J. SAY kb Nth., 25031 -691
0.4.2 6M On. 4 NEINS50 a.001& ON4 4 SAY 5ds 2/34494
VESSIT CENTER
bat Nxb
S3.1
3/4 " =1' -0" 20 I
CITY OR IOXNT A
OVED
MAR 2 1996
AS TED
BUILDIN? DIVISI N
NBBJ
111 South Jackson Street
Seattle. Washington 98104
12061 223 -5555
Fax 12061 621 -2300
NEW CANOPY
OVER TRUCK
DOCKS (TRY) ., MEZZANINE
1/56 < 2/S6. 1
Swenson Say Fagg
WS PE CR t 4a � ' � ' �6 ' .264 t ,4a 8m
13/53.1
V � C10 20 i t
t 8 /S3.11I
0055
7/53.
V
9/03.1 NEW
V OPENING
161.83.1
1r6/53.14
r_ V .
O LOADING DOCK ELEVATION
SCALE:
17/03.1
18/03.
/ff
11
,I+
I I
8/53.1
I SIM.
I �
i i -F
L
I;I
9/53.1A
NEW
V OPENING
E!
'lam
- - j
I I I
-- EXISTING
FOOTING
Group
Health
Cooperative
of Puget Sound Riverton Operations Center
PHASE III
EXIST TILT -UP
PANEL
GRILL 'X"006" HOLE --
FILL w/ EPDXY
EXIST TILT -UP
PANEL
1 /4 "0 EXP.
BOLTS
O 24 "oc
/426 -
BENT B CONT.
POODLE WELD LOCATIONS
166 MIN.
TYPE = ASC PACIFIC B -36, 060 GALVANIZED W/
FOLLOWING MIN. PROPERTIES:
SHEAR CAPACITY RISE = 560 B /ft
22 GA.
I = +0.172/ -0.190 4/
5 = +0178/ -0.197 in.
Fy = 40 221
f STEEL DECK
3/58.1
REFE R
ARCA FOR
S OPE.
TS
x /1 ° 0 BREADED t/ / TO
I I`
< TS
ROD
TS 4x40
_,._ FRAME
al 08 -0 oc
1 /2 "0 PUDDLE
WELDS ® 18 "ac
S TC
PER EEL 3 K
REFER TO
ARCH'L FOR
SLOPE.
BETWEEN FRAMES
1
/16
I
X
REEDS S 0 18 ° 43 �—
-12
4. CONNECT DECK SEAMS WITH BUTTON PUNCHES 0 24 "oc.
PROVIDE 3 /t6"
CLOSURE P
0 TS END
-TS 444454
CONT. 0 EDGE
OF CANOPY
AT FRAME 3 14 " =1' -0"
0 /14' EN
TO MA T
TS 4442
BETWEEN
FRAMES
CANOPY
SLOPE
I. MAXIMUM DECK SPAN = 8' -0" c. t0 5. (TWO OR MORE CONTINUOUS SPANS).
2. PROVIDE (5) 1/2" DIAMETER PUDDLE WELDS PER SHEET TO ALL SUPPORTS
PERPENDICULAR TO DECK FLUTES.
3. PROVIDE FLU 1/2TES. " DIAMETER PUDDLE WELDS AT 18 "oc TO ALL FRAMING PARALLEL
TO DECK
5. DECK TYPE MUST STRICTLY MEET CRITERIA. LISTED ABOVE, INCLUDING
LC.B.O. RESEARCH REPORT ALLOWABLE SHEAR LOADS. SUBMIT DECK
INFORMATION TO ENGINEER PRIOR TO BEGINNING SHOP DRAWINGS.
3 /4 ' =I' -0 2
3
Nub. nue 6v 0.8024 of 84AO4 9.2
LOADING DOCK
ELEVATIO CIION
Sot 1/4-1'-0'
WN4. Rpm, UWI 2 SAY 46 Nrb. 950311-0YI
Doped M Nan 19EWAiDS ceded 0111 2 SAY W. 2/44/48
crY7Mato
FEB 2 3 199E
PERM' CENTER
S6.1
CITY OF TUK1r9A
APPROVED
MAR 12 1996 /
AS NOTED //
BULGING DIVISION