HomeMy WebLinkAboutPermit D98-0322 - SEATTLE MORTGAGE - REMODELD98 -0322
•6450 Southcenter
Blvd.
Seattle Mortgage
City of Tukwila <
Parcel No: 000320 -0011
Address: 6450 SOUTHCENTER BL
Suite No:
Location: SUITE 106
Category: AOFF
Type: DEVPERM
Zoning: 0
Const Type: V -N
Gas /Elec.:
Units: 001
Setbacks: North:
Water: N/A
Wetlands:
Contractor License No: KELLYTI148CR
DEVELOPMENT PERMIT
.0 South: .0
Sewer: N/A
Slopes: Y
(206) 431 -3670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
Permit No:
Status:
Issued:
Expires:
D98 -0322
ISSUED
10/20/1998
04/18/1999
Occupancy: OFFICE
UBC: 1997
Fire Protection: SPRINKLERS
East: .0 West: .0
Streams:
OCCUPANT SEATTLE MORTGAGE
6450 SOUTHCENTER BL, TUKWILA WA 98188
OWNER ROYAL COACHMAN ASSOCIATES
8009 SOUTH 180TH STREET, KENT WA 98032
CONTACT LEONARD BERHHOLFT Phone: 253- 274 -0244
702 BROADWAY, SUITE 201, TACOMA WA 98402
CONTRACTOR KELLY THOMAS INC Phone: 253 - 735 -3928
3402 C ST NE, SUITE 209, AUBURN WA 98002
****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Description:
INTERIOR OFFICE REMODEL, WALL CONSTRUCTION ON
INTERIOR. PUBLIC WORKS ACTIVITY INCLUDE MODIFI-
CATION TO THE EXISTING DDCVA INSIDE THE FIRE VAULT
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Construction Valuation: $ 42,515.00
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS
Curb Cut /Access /Sidewalk /CSS: N
Fire Loop Hydrant: Y No: ' Size(in) .00
Flood Control Zone: N
Hauling: N Start Time: End Time:
Land Altering: N Cut: Fill:
Landscape Irrigation: N
Moving Oversized Load: N Start Time: End Time:
Sanitary Side Sewer: N No:
Sewer Main Extension: N Private: Public:
Storm Drainage: N
Street Use: N
Water Main Extension: N Private: Public:
****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
TOTAL DEVELOPMENT PERMIT FEES: $ 975.03
*************************************************************** *******************
Permit Center Authorized Signature: .� Date: /a-AD -q
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 provision of any other state or local laws regulating construction
or the performance of work. I am authorized to sign for and obtain this
development per 't
Signature � _ � Date: 0?
Print Name: jj d., v u
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 1s suspended or abandoned
for a period of 180 days from the last inspection.
Address: 6450 SOUTHCENTER BL
Suite:
Tenant:
Type: DEVPERM
Parcel #: 000320-0011
CITY OF TUKWILA
Permit No: D98-0322
Status: ISSUED
Applied: 09/22/1998
Issued: 10/20/1998
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Permit Conditions:
1. No changes will be made to the plans unless approved by the
Architect or Engineer and the-TukwiJa_Building Division.
2. Electrical permits shallOtainedthilpugp the Washington
State Division of,1a6or-ind
work will be inspected by that agency (24e=66#():.„
3. 'All mechanical, wo rk shall pe by
the Ci 1 a
4. All permitSOnspeCtron and"apprOV,ed,planiall be
available at the 5t)6 site prior to 6*,
structi*.. These documents are to be maintained and aval
able until final inspection approval is granted. 5. All construction to be done In conformance with approved plans and'requirements'of the Uniform Building Code ,('1997.
Edition) as amended, ,Uniform - Mechanical Code (1997 Edition). andWashington,State Energy Code (1 Edition).
6. Any' new ceiling grid and light fixture installation is
required to meet lateral bracing requirements for Seismic
,
Zone 3. •
7. Partition walls attached to ceiling grid must be laterally
braced if over eight (6). feet in 'length..
8. Any : exposed ins hacking material shall have'a Flne
Spread Rating of 25 or less', and . iiiiterlal'shall bear tdentl-,;;
fication showing the fire perforilince
9. Validity of Permit. The issuance of ;,Perait_or aPprOal'o
plans,, specifications, and computations shall 620117 :
strued bea permit for, or an approval of.: any vroTation
of any of the provisions of the building code: or of any
other 'ordinance of,the jurisdiction. :No permit presuming to
give authority, to violate or cancel the 'provisions of th'W
code shall be valid. ,
10. VENTILATION IS REQUIRED FOR ALL NEW ROOMS AND SPACES OF NEW
OR EXISTING BUILDINGS IN CONFORMANCE WITH THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND
INDOOR AIR QUALITY CODE, CHAPTER..51,13!WAC.
11. "" PAJBLIC 'WO, R'KS
12. THE APPLICANT MUST NOTIFY THE CITY UTILIT
MR GREG VILLANUEVA @ (206)433-0179'01COMMENCEMENT AND
COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE,
REQUIRED MODIFICATIONS TO THE EXISTING DETECTOR DOUBLE CHECK
AND VAULT ASSEMBLY SHALL BE COORDINATED WITH THE CITY
UTILITY INSPECTOR.
13. EXISTING DETECTOR DOUBLE CHECK VALVE ASSEMBLY AND
VAULT SHALL BE MODIFIED BY INSTALLING A GRAVITY DRAIN
TO PREVENT STANDING WATER INSIDE THE VAULT AND ADDING
TEST-COCKS TO THE DETECTOR DOUBLE CHECK ASSEMBLY.
14. UPON COMPLETION OF REQUIRED MODIFICATIONS THE EXISTING
BACKFLOW PREVENTION ASSEMBLY SHALL BE TESTED BY
A CERTIFIED TESTER AND ALL TEST-COCKS SHALL BE
PLUGED'AFTER THE THE TEST. THEREAFTER, ANNUAL TESTS
SHALL BE PERFORMED AT OWNERS EXPENSE, AND COPIES OF
TEST RESULTS SHALL BE PROVIDED TO THE CITY.
Project Name/Tenant:
A-11 Lc, M O R:C G A -LSE
Existing use: ❑ Retail El Restaurant ❑ Multi- family El Warehouse ❑Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel ® Office
❑ School /College /University ❑ Other
V lue of Construction:
1- 2. CIS , v �—
Site Address:, City State/Zip: :
( 0 6 1 6 ;0 ( NCt�rt✓2 e ) W > 7 ,Co I D (0 "To1 .
Tax Parcel Number:
00 03 .0 - 001) --00
Property Owner:
1 LD/1C IiMl�rNI A DG,
Pho :
(a LIY -4200
Street A9ress:
q - I eR - itit. BLv f7 , SU►lt� „acs :7 0K'Ada- )-
City State /Zip:
S ul li <
Fax #:
Contractor:
Vt li-q - ro -o,-, r> -I_ tit; ff r i 1 q-56R
Phone:
Street Address: r
City State /Zip:
Fax #:
Archite
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(
/ Ph o �e
s) j 97 -0 .44
Street Address:
,A A(Ow ( oirE 0-01 •Tlkomf.vuf q
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City State /Zip:
q 0 . )-.
- Fax #:
, 'Zr ;3 L 1 30(
Engineer:
Phone:
Street Address:
City State /Zip:
Fax #:
Contact Person:
LcoNio S f� �E�ft - PI1 --T
Phon
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n 4 .-61 24-4
Street Address:
1 A . v i } `1 . Su I it: 701 ri}-51 f ) . t,w
City tate/Zip: Fax it
6 709'0 2 - ( (53) ' - 7 ' 30k7 e
Description of work to be done: j ►J cEtt (Ogg OFF1 L E CivI00€,L- 1 "ALA- CONS-I T tLCT( OpJ
i
Existing use: ❑ Retail El Restaurant ❑ Multi- family El Warehouse ❑Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel ® Office
❑ School /College /University ❑ Other
Proposed use: ❑ Retail El Restaurant ❑ Multi- family ❑ Warehouse ElHospital
❑ Church El Manufacturing ❑ Motel /Hotel ❑ Office
El School /College /University ❑ Other
Will there be a change of use? ❑ yes 171 no
If yes, extent of change: (Attach additional sheet if necessary)
Will there be rack storage? ❑l yes 51 no
I ,
Existing fire protection features: CA sprinklers El automatic fire alarm ❑ none ❑ other (specify)
Building Square Feet: t 4-, 524 existing
Area of Construction: (sq. ft.) 6, s Sr
Will there be storage of flammable /combustible hazardous material in the building? ❑ yes 0 no
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets
CITY OF TUKt''lLA
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
Commercial / Multi - Family Tenant Improvement / Alteration Permit Application
Application and plans must be complete In order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOL'L'OWING:
(Additional reviews may be determined by the Public Works. Department)
O Channelization /Striping El Curb cut /Access /Sidewalk
131 Fire Loop /Hydrant (main to vault) #: Size(s):
El Land Altering 0 Cut cubic yds. 0 Fill cubic yds.
❑ Sanitary Side Sewer #: ❑ Sewer Main Extension
❑ Storm Drainage El Street Use ❑ Water Main Extension
in Water Meter /Exempt #: Size(s): 0 Deduct
❑ Water Meter /Permanent # Size(s):
El Water Meter Temp # Size(s): Est. quantity:
El Miscellaneous
❑ Flood Control Zone El Hauling
❑ Landscape Irrigation
O Private 0 Public
O Private 0 Public
0 Water Only
gal Schedule:
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and
is subject to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review - Applications for which no permit Is issued within 180 days following the date of application shall expire by
limitation. The building official may 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
Data application accgpt�
Date application expires:
5 Z- -iS
Applicati
taken by: (initials)
PLEASE SIGN BACK OF APPLICATION FORM
CTPE1.M1T.DOC 7/29/97
BUILDING D AG
}iWNER OR AUTHOR AGENT:
Signature: s^ ct.� -c� c, � , '` i , f ¢
�
Date: 1)�� g
Li-2,./ei
Print na m� ��
EL) lv � - T
i
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Fax #•�
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Address•70,L 6 p - ()f1 n tti ,i - y ! Sol T ao t
Cit /; b fp /4 . . lop) `) et o 7.
ALL COMMERCIAUMULTI- • ILV TENANT IMPROVEMENT /A RATION PERMIT APPLICATIONS
MUST BE SUBMITTED WITH THE FOLLOWING:
➢' ` Alt DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT,
STRUCTURAL ENGINEER OR CIVIL ENGINEER
• ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
• BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A SUBMITTED
❑ ❑ Complete Legal Description
❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures
(Form H -13). Business Declaration required (Form H -10).
Four (4) sets of working drawings (five(5) sets for structural work), which include :
❑ ❑ Site Plan (including existing fire hydrant location(s)
1. North arrow and scale
2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements
3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions
4. Location of driveways, parking, loading & service areas
5. Recycle collection location and area calculations (change of use only)
6. Location and screening of outdoor storage (change of use only)
7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's
boundaries
8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of
use only)
9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of
those, identify by size and species which are to be removed and saved
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change
of use only)
11. Location and gross floor area of existing structure with dimensions and setback
12. Lowest finished floor elevation (if in flood control zone)
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H-
9).
El El Floor plan: show location of tenant space with proposed use of each room labeled
❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of
any hazardous materials; dimensions of proposed tenant space.
❑ ❑ Vicinity Map showing location of site
❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of
rack. Structural calculations are required for rack storage eight feet and over.
❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished
❑ ❑ Construction details
❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of
water supply to sprinkler vault with documentation from contractor stating supply line will meet or
exceed sprinkler system design criteria as identified by the Fire Department.
❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings.
❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds).
❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other
land use or SEPA decisions.
❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County
Department of Public Health prior to submitting for building permit application. The Department of
Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5)
❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no
contractor has been selected at time of application a copy of this license will be required before the
permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ".
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
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THiS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
CTPl RMl7'.DOC 1/29/97
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CITY OF TUKWIL.A. WA TRANSMIT
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TRANSMIT Number: R9700851 .Amount: 602.b5 10/20/98 14 :03:
Payment Method:: 4703 Notation: ROYAL 'COACHMAN Ini�t: TKF .
Permit Na: D98-- 0322 Type: DEVPCRM DEVELOPMI N1 PERMIT
Parcel No: 000320 -001.1
Site Address: 6450 SOU•CHCENTER BL
Location: SUITE 106
Total Fees: 975.03
This Payment 602.55 Total ALL Pmts; :.. 975..03
Balance: .00
************* ot***********. A************ iit * * *A * * **•h * * * * * * *S•ot * *sL * *•A
Account Code.
000/322.100
000/345.830
000/386.904
401/342.400
Description
BUILDING - NONRES ..
PLAN CHECK - UTILITY
STATE BUILDING SURCHARGE
INSP, FEE •- FLH /LI /WM .
Amount
573.
10.00
4.,50
15.00
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CITY OF TUKWILA, WA TRANSMIT ..
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TRANSMIT Number: R9700835 Amount: • 372 „48 09/22/98 .1i i:i.
Payment Method: CHECK Notation: ROYAL COACHMAN Init:::I3LH
Permit Nos, D98-0322 .'f roe. DEVPERM DEVELOPMENT PERMIT
Parcel No: 00032070011
Site Addr°eas: 6'450 I3OU'(HCENTER DL
Total Fees:: 950 03.
This Payment 372.48 • Total ALL Pmt
Balance: 5x7;5!3
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Account Code Description
000/345,8:30 PLAN CHECK - NONRE”
Project•?'
Type o ••ection:
A Z 7'O i 74/
7,,11,
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.
Date 3--Z--/9
Special instructions:
/2 7 4
-y
.
Date wanted:�, a.m.
-3— p.m
Requester:
Phone:
ZO(a- 7B4- 7‘-i7f
INSPECTION RECCC
Retain a, copy with permit •
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVI
6300 Blvd, #100,Tukwila, WA 98188
PERMIT NO.
�g - a32z
(206)431 -3670
P
COMM ---�
CV_ FrAIN
Vt„
pproved per applicable codes. El Corrections required prior to approval.
❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
Project:
Type of inspection:
Jest,
,
Q
Address:
61vf�
Date called:
y
Special i n ttr uc ons.
Date wanted:
a.m.
p.m.
Requester:
,P
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�
Phone No.:
INSPECTION NO.
I Inspector:
I I
I Receipt No.:
Rc'Y"f"`•m.mt 'y r'2 C3 K?!�* ti rvJi2"C �3f
INSPECTION RECORD
Retain a copy with per
Approved per applicable codes.
1) 5
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100; Tukwila, WA 98188 (206) 431 -3670
Corrections required prior to approval.
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Date:
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Date:
otect:
e v i s e
Typg -gf Inspection:
Vi v 1G1
1
Add ,
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Date cal le c y . g 1
Special instructions:
Date wanten /'�Cri .myl
p.m.
Requester: �a iry)
Phone: �/'
1 .N
0 Approved per applicable codes.
INSPECTION REC
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
PERMIT NO.
(206)431 -3670
COMMENTS:
Corrections require prior to approval.
Inspector:
Date: 4.
0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
F_ e VADAI Project:
Typgnection: r --
t 1
Add - ess:
er b(Vd.
. Date called.
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, Special instructions: < , .A . ,. v
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Date wanted: _...‘ 6 cr
a.m.
Reqper:
t It'
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 9818
Approved per applicable codes.
COMMENTS:
INSPECTION RECOO 996.—D3D-
Retain a copy with permit
i ge-41-bq
re-A/4e-
orrections required prior to approval.
/if OMS 807719
PI-40 / 7-- C/46
PERMIT NO.
(206)431-3670
El $47.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
,
Pro c .6 �Y.(9 � 6
Type of �ysp ?ctj�
Date called:
Addr ss• f I /� i
instructions:
Date wanted:-
/
r.
/ 99
a.m.
P.m.
Requester:
Phone No::
INSPECTION RED
Retain a copy with rmit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
pproved per applicable codes. U
COMMENTS:
PERMIT NO.
(206) 431 - 3670
C70-%4'-ES /77 zA/E_5?T
Corrections required prior to approval.
El $42.00 EINSPECTION FEE REQUIRED. Prior to Inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Pr
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-7A6
Type o e do
A re •
Date Called:
Special instructions:
Date wan �:/
a ..
Requester:
Phone No.:
wrizomm
Approved per applicable codes.
7.0
INSPECTION REQ"$D
Retain a copy with mit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,
�J
COMMENTS:
1W7? IL i 644: __ - 4, t s aAte-
/7X. 000 -
5 - 0,4 G e S jQT (/is r-
/1 -Tr ZAs7r
Date:
9 9
Corrections required prior to approval.
7 /
F $42.0 /REINSPECTION FEE REQUIRED. Prior to inspection, fee must .
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
I Receipt No.:
Date:
Project:
Type_of ins ectl
Pah i �'. FY
',
Q.z .ee 4 9 1 /1 s 6 e..
Addres
ate calle Q 2 j
S ecia ictons: _
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Date wan Q 24(4
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Requerty :
Phone No.:
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100; Tukwila, WA 98188
Approved per applicable codes.
INSPECTION RECPID
Retain a copy with mit
/ 0) ;2Z
PERMIT NO.
(206) 431 -3670
Corrections required prior to approval.
COMMENTS:
41,64. at
V.:/ dd 1 // / tee /v siv4,4 c-Pr
Pry cc, }rc" frs —7%
-71 5
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sue; 6. ,
Date /ij l/
$4 0 REINSPECTIO EE, REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
4 F ,17, "11Millrel:4147411011-TAMMIVIVir
C
C
WOW
City of Tukwila
Fire Department
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
Project Name 7:-eig/771E 410/'76 6
Address yc, fve 8c.
Retain,currept_inspection schedule
Needs shift inspection
Approved without correction notice
Approved with correction notice issued
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre-Fire:
Permits:
Authoriz Signature
FINALAPP.FRM Rev. 2/19/98
‘WernAgWV3MMTRM
John W. Rants, Mayor
Thomas P. Keefe, Fire Chief
Permit No. 6
Suite # 4
T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575•4404 • Fax (206) 57.•4439
•
STORTZ
PLAN VIEW
.......••.••.....•.•.•••••.•..•
COMPACTED FOUNDATION
GRAVEL UNDER VAULT
1
6' MIN. -- 12 MIN.
• 6' MIN.
t
IN 50' OF HYDRANT
............... ....
s
L2' MIN.
12' MIN.
ELBOW DOWN
30' -45' BEND
,
TO BUILDING
NOTES:
1. DESIGN FOR 4" THRU
10' DDCV.
2. SEE ATTACHED NOTES
AND MATERIAL LISTING.
■
City of Tukwila
DETECTOR DOUBLE CHECK VALVE
ASSEMBLY AND VAULT
Not to wile.
DATE: 11/26/96
WS-1 1
i
MATERIAL LISTING;
1. 3 SHACKLE RODS WITH STAR BOLTS AND ASPHALT EMULSION COATING.
2. 4 MIN. D.I. CLASS 52 PIPE.
3. PRECAST CONCRETE VAULT WITH HINGED STEEL PLATE COVER, DIMENSION
TO VARY WITH SIZE OF ASSEMBLY.
4. O.S.HA APPROVED LADDER IF OVER 30" DEEP.
5. PIPE SUPPORT STAND UNDER EACH CHECK VALVE.
6. COPeER OR BRONZE BYPASS WITH AN APPROVED OCVA.
7. 3/4 WATER METER.
8. APPROVED ODCVA IN MAIN LINE WITH TWO RESILIENT SEATED SHUTOFF
VALVES AND TEST COCKS.
g, 10 ", 8', 6" OR 4" COUPLING ADAPTER, FL
10. 10 ", 8 ", 6' OR 4 "FL•PE D.I. CLASS 52 PIPE LENGTH TO FIT.
11. GROUT INTERIOR AND EXTERIOR ALL AROUND PIPE USING NON- SHRINK GROUT.
12. 10', 8 ", 6" OR 4" GATE VALVE FL•MJ WITH POST INDICATOR VALVE.
13. FLANGE TEE ASSEMBLY SIZED ACCORDINGLY.
14. FLANGED 90' BEND.
15. 4" OR 6" D.I. CLASS 52 PIPE FL•FL
16. 4" OR 6" 90' BEND, FL
17. 4" OR 6" 0.1. CLASS 52 PIPE, FL•FL
18. 6' 90' BEND, FL
19. UL LISTED 5" STORTZ CONNECTION WITH 30 OR 45 DEGREE ELBOW.
20. 6' D.I. CLASS 52 PIPE LENGTH AS REQUIRED FL•FL
21. 6" 90' BEND FL
22. SWING TYPE GRAVITY OPERATED CHECK VALVE WITH BALL DRIP VALVE TO BE
INSTALLED HORIZONTALLY.
DETECTOR DOUBLE CHECK AND VAULT ASSEMBLY NOTES;
1. BACKFLOW PREVENTORS SHALL BE FEBCO #806 OR APPROVED EQUAL.
2. SIZE VAULT BASED ON SIZE OF APPARATUS AND MEETING MINIMUM
CLEARANCES.
3 . A SEPARATE DETAIL PLAN FOR VAULT INSTALATION AND SPRINKLER UNE MUST
BE SUBMITTED AND APPROVED BY THE FIRE MARSHALL PROIR TO INSTALLATION.
4. MINIMUM APPARATUS SIZE SHALL BE 4 ".
5. VAULT SHALL BE SEALED TO PREVENT WATER LEAKAGE.
6. LADDERS SHALL BE REQUIRED WHEN DEPTH FROM TOP OF LID TO FLOOR OF
VAULT EXCEEDS 30 ". INSTALLATION OF ALL LADDERS SHALL BE IN COMPLIANCE
TO O.S.HA
7. LOCATE VAULT IN PLANTING AREA AND NOT IN PAVING AREA, UNLESS APPROVED
BY THE ENGINEER.
8. FITTINGS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS OF
ANSI /AWWA C110/A21.10 AND CEMENT LINED (SEE APWA & AWWA).
9. PIPE SHALL BE DUCTILE IRON MEETING ANSI A21.51, CL52 & CEMENT LINED.
10. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT THE TIME OF
INSTALLATION. AFTER COMPLETE INSTALLATION INSTALL PERMANENT PIPE
SUPPORT STAND.
11. PROVIDE BALL DRIP VALVES ON F.O.C. CHECK VALVE ASSEMBLY OR AT BOTTOM
OF F.D.C. RISER.
12. FIRE DEPARTMENT CONNECTION TO BE PROVIDED WITH ONE (1) 5" STORTZ
CONNECTIONS AND TWO 30 DEGREE ELBOW.
13. ALL UNDERGROUND PIPING TO BE INSPECTED, FLUSHED, PRESSURE TESTED IN
THE PRESENCE OF AN INSPECTOR PRIOR TO COVER AND CONNECTION TO THE
OVERHEAD SYSTEM.
14. UPON INSTALLATION, BACKFLOW PREVENTION ASSEMBLIES ARE TO BE TESTED BY
A CERTIFIED TESTER AND ALL TEST -COCKS ARE TO BE PLUGED AFTER THE TEST.
THEREAFTER, ANNUAL TESTS SHALL BE PERFORMED AT OWNER'S EXPENSE. AND
COPIES OF TESTS RESULTS SHALL BE PROVIDED.
15. CONCRETE VAULT SHALL HAVE ONE 4'4'4' OR TWO 3' STEEL HINGED DOORS.
■
City of Tukwila
MATERIAL LISTING &
DETECTOR DOUBLE CHECK &
VAULT ASSEMBLY NOTEa t
DATE: 11/22/96
WS -11 NOTE
OCT -21 -9e 02:22 AM
Re:
KELLY - THOMAS, INC.
3402 C St. NE Suite #209
Auburn, WA 98002
(253) 735 -3928 FAX (253) 735 -5144
Fax
AI
�.U.
I�Ia'Al2 01. 1.ARROi2 AND INDUS'IR1tS
REGISTERED AS PROVIDED BY LAW AS
CONST CONT GENERAL
REGISTRATION NUMBER
CCO1 KELLYTI149CR 01/29/1999
EFFECTIVE DATE 02/19/1986
KELLY THOMAS INC
3402 C ST N E STE 209
AUBURN WA 98002
Fax: c ') C ~4_, ✓ (J L/ 0, h Pages: 1 of f
Phone: Date: jp / e s )
Time: f2 ,
0 Urgent 0 For Review 0 Please Comment 0 Please Reply 0 Please Recycles
P.01
— -r
TO:
FROM:
DATE:
SUBJECT:
City of Tukwila
Public Works Engineering
October 16, 1998
Seattle Mortgage
6450 Southcenter Blvd., Suite 106
Permit Number: D98 -0322
Contact Person: Leonard S. Bernhoft
Phone: (253) 274 -0244
Department of Public Works
NOTIFICATION OF UTILITY PERMIT AC ION
Permit Center
John W. Rants, Mayor
Ross A. Earnst, P. E., Director
THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE
IN ACCORDANCE WITH THE PLANS APPROVED ON OCTOBER 16, 1998:
Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the
permit file.
JJS /tkf
CF:
PERMIT FEE
Fire Loop (Modify to exist DDCVA Only) $25.00
TOTAL: $25.00
Development File (with copy of application and plans)
PW Utilities Inspector (with copy of application and plans)
Finance Dept. (with copy of application)
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431 3665
City of Tukwila John W. Rants, Mayor
Department of Public Works Ross A. Eamst, P. E., Director
NOTIFICATION TO RECIPIENTS OF
PUBLIC WORKS UTILITY PERMITS
All Public Works utility permits have a standard requirement listed on the first sheet: "THE
APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND
COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION
CALL (206) 433 - 0179."
This is being emphasized and brought to your attention due to an increasing number of
developments where this action is not occurring. In some cases, construction has not been
completed in accordance with permit conditions and City standards. In situations where
required notification has not been given to the City Inspector, the developer is proceeding at
their own risk and may be required to remove and replace non - conforming construction. You
are urged to review each permit and set of approved plans thoroughly and comply with any
conditions or requirements stipulated.
For clarification, the City Inspector referred to above is the PUBLIC WORKS UTILITIES
INSPECTOR, GREG VILLANUEVA, WHO CAN BE REACHED AT (206) 433-0179.
Your cooperation in this matter is required and appreciated.
,A2r`/1 Cn..rf.rp..•�. An..lpa...� (,.i�p l /In • T.•� il� 1f�4C�r....n.. o01:R • pF....p. /9(7A1 417.0!7Q • C31,.,l10i:
ACTIVITY NUMBER: D98 -0322 DATE: 10 -23 -98
PROJECT NAME: SEATTLE MORTGAGE
Original Plan Submittal Response to Incomplete Letter
Response to Correction Letter # Revision # 1 After Permit Is Issued
DEPARTMENTS:
Bing Division
Pub is 1Norll n
DETERMINATION OF COMPLETENESS: (Tues, Thurs)
Complete n
Comments:
TUES /THURS ROUTING: Please Route
Routed by Staff
Approved
\PR- ROUTE.DOC
6/98
PLA I�EVI SLIP
APPROVALS OR CORRECTIONS: (ten days)
Fire Prevention
Structural
Incomplete
(if routed by staff, make copy to master file and enter into Sierra)
Planning Division
Permit Coordinator
No further Review Required
DUE DATE: 10 - 27 - 98
Not Applicable ❑
REVIEWERS INITIALS: DATE:
DUE DATE: 11 - 24 - 98
Approved with Conditions Not Approved (attach comments)
REVIEWERS INITIALS: DATE:
CORRECTION DETERMINATION: DUE DATE:
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑
REVIEWERS INITIALS: DATE.
ACTIVITY NUMBER: D98 -0322
PROJECT NAME: SEATTLE MORTGAGE
X Original Plan Submittal Response to Incomplete: Letter
Response to Correction Letter #
DATE: 9 - 22 - 98
Revision # After Permit Is Issued
DEPARTMENTS:
B� Id ing Division
b-
z �g
P ublic Works
lbw G
Complete
TUES /THURS ROUTING:
APPROVALS OR CORRECTIONS: (ten days)
Approved _ Approved with Conditions ❑
APR - ROUTE.DOC
6/98
l
PL N tRIEWRO SLIP
Fir Prevention PT-
9 -7,-4
Structural
Incomplete
Please Route ❑
CORRECTION DETERMINATION:
Approved ❑ Approved with Conditions ❑
AEG-- ❑
DETERMINATION OF COMPLETENESS: (Tues, Thurs)
REVIEWERS INITIALS:
REVIEWERS INITIALS.
Planning Division
Permi "t'Coordinator
DUE DATE: 9 - 24 - 98
Not Applicable ❑
Comments:
Routed by Staff ❑ (if routed by staff, make.copy to master file and enter into Sierra)
No further Review Required
DATE:
DUE DATE: 10 - 22 - 98
E
Not Approved (attach comments) ❑
DATE:
DUE DATE:
Not Approved (attach comments) ❑
REVIEWERS INITIALS: DATE:
DATE: October 23, 1998
CITY OF` WKWILA
Department of Community Development
Building Division - Permit Center
6300 Southcenter Boulevard, .Tukwila, WA 98188
Telephone: (206) 431 -3670
REVISION SUBMITTAL
PROJECT NAME: TI Seattle Mortgage
PROJECT ADDRESS: 6450 Southcenter Blvd.
CONTACT PERSON: Linda M o e s c h
SHEET NUMBER(S) 2 of 3 and 3 of 3
PLAN CHECK/PERMIT NUMBER: 098 "0322
REVISION SUMMARY: Reduce demolition of exti sti ng office space to opening
two spaces of demising wall between the suites. Adding a hallway using
one now existing wall and construction of an additional wall.
"Cloud" or highlight all areas of revisions and date revisions.
SUBMITTED TO:
PHONE: 206x244.4200
RECEIVED
CITY OF TUKWILA
OCT 2 1993
PPAMIT (;ENTER
kriAid 114
CITY USE ONLY
Bldg.
Planning
Fire
REVISION NO.1...
Public Works
3/19/96
City of Tukwila
Fire Department
Fire Department Review
Control if D98 -0322
Re: T. I. at Seattle Mortgage - 6450 Southcenter Blvd'.. Suite 41106
Dear Sir:
The attached set of building plans have been reviewed by.
The Fire Prevention Bureau and are acceptable with the
following concerns:
1. The total number of fire extinguishers required for •
your establishment is calculated at one extinguisher for
each 3000 sq. ft. of area. The extinguisher(s) should be
of the "All Purpose" (2A, 1OB: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)
Clear access to fire extinguishers is required at all
times. They may not be hidden or obstructed. (NFPA
10, 1 -6.5)
Fire extinguishers require monthly and yearly
inspections. They must have a tag or label securely
attached that indicates the month and year that the
inspection was performed and shall identify the
company or person performing the service. (NFPA 10,
4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and
John W. Rants, Mayor
Thomas P. Keefe, The Chief
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phones (206) 57544O4 • Far (206) 575 4439
City of Tukwila . John W. Rants, Mayor
Fire Department Thomas P. Keefe, Fire Chief
Page number 2
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.
2. No point in an unsprinklered building may be. more than
150 feet from an exit, measured along the path of travel.
(UBC 1003.4)
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 swing in the direction of exit travel
when serving any hazardous area or when serving an
occupant load of 50 or more. (UBC 1004.2)
3. 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.
4. When two or more exits from a story are required, exit
signs shall be installed at the required exits and where
otherwise necessary to clearly indicate direction of
egress. (UBC 1013.1)
When two or more exits from a story are required and
when two or more exits from a room or an area are
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 5754404 • Fax (206) 57$443;
City of Tukwila
Fire Department
Page number 3
required by U.B.C. Section 3303, exit signs shall be
illuminated. (UBC 1013.3)
Internally illuminated exit signs shall have both
bulbs working at all times. (UBC 1013.3)
5. Exits shall be illuminated any time the building is
occupied with light having an intensity of not less than 1
foot candle at floor level. Fixtures required for exit
illumination shall be supplied from separate sources of
power for Group I, Divisions 1.1 and 1.2 occupancies and
for all other occupancies where the exiting system serves
an occupant load of 100 or more. (UBC 1012.1, 1012.2)
The power supply for the exit pathway illumination
shall normally be provided by the premise's wiring
system. In the event of its failure, illumination
shall be automatically provided from an emergency
system. Emergency system shall be supplied from
storage batteries or an on -site generator set and the
system shall be installed in accordance with the
requirements of the Electrical Code. (UBC 1012.2)
6. Maintain sprinkler coverage per N.F.P.A. 13.
Addition /relocation of walls, closets or partitions may
require relocating and /or adding sprinkler heads. •
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)
.7. Maintain hose station coverage per City Ordinance
#1742 and N.F.P.A. 14. Addition /relocation of walls or
partitions may require relocating and /or adding hose
stations.
Thomas P. Keefe, R,e Chief
8. An approved hose station requires plans review.
(Plans must be submitted to the Fire Marshal for approval
prior to installation.) (City Ordinance #1742)
John W. Rang Mayor
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone.• (206) 575-4404 , • Fax (206) S7S 4439
(_.
City of Tukwila
Fire Department
Page number 4
9. All new sprinkler systems and all modifications to
existing sprinkler systems shall fiave 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 submi to the Tukwila Fire Prevention
Bureau. No sprinkler work shall commence without approved
drawings. (City Ordinance #1742)
All sprinkler system plans, calculations and the
contractors Materials and Test Certificates submitted
to The Tukwila Fire Prevention Bureau must be stamped
with the appropriate level of competency seal. (WAC
212 -80)
10. 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.
John W. Rants, Mayor
Thomas P. Keefe, Fire Chief
Maintain square foot coverage of detectors per
manufacturer's specifications in all areas including:
closets, elevator shafts, top of stairwells, etc. •
(NFPA 72, 5- 1.3.4)
11. 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)
12. All electrical work and equipment shall conform
strictly to the standards of The National Electrical Code.
(NFPA 70)
13. Required fire resistive construction, including
occupancy separations, area separation walls, exterior
walls due to location on property, fire resistive
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone :: (206) 575-4404 • Fax (206) 57$4439
C
City of Tukwila
Fire Department
Page number 5
Contact The Tukwila Fire Prevention Bureau to witness all
required inspections and tests. (UFC 10.503) (City
Ordinance #1742)
requirements based on type of.construction, draft stop
partitions and 'roof coverings shaft be' maintained as
specified in the Building Code and Fire Code and shall be
properly repaired, restored or replaced when damaged,
altered, breached, penetrated, removed or improperly
installed. (UFC 701)
The maximum flame spread class of finish materials
used on interior walls and ceilings shall not exceed
that set forth in Table No. 8 -B of The Uniform
Building Code. (UBC 804.1)
14. Your street address must be conspicuously posted on
the building and shall be plainly visible and legible from
the street. Numbers shall contrast with their background.
(UFC 901.4.4) .
•
In order to provide you with the fastest police and
fire protection under emergency conditions, please
post your suite, room or apartment number in a
conspicuous place near the main entry door. Numbers
shall contrast with their background. (UFC 901.4.4)
Thomas P Keefe, Fire Chief
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) 575.4404 • Fax (206) 575.4439
Page number
CC.:
Fire Department Thomas P. Keefe, Ike.Chlef
The Tukwila. Fire Prevention Bureau
TFD file
ncd
X 5/ 0 1
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 ' Phone: (206) 57544404 • Fax (206) 57$4439
LANDSCAPE
¢ SOUi1ICENTEIE BOULEVARD
Ex.r.srrNo. pO EGI' , VALve 45SEM 64
r}1. VAut-r 6 H.464. BE riara to THE
SAT r$ PAGrr6,0 of rite c 'Ty (AI p.IsP£cro4 - 5 L4£
SEATTLE MORTSAGE
6450 SOUTHGENTER BLVD SUITE *106
SEATTLE, WA. 98188
- EXISTING SITE PLAN
SCALE I" = 20
45E EenCT co..orrzoFIS
3
SCALE N.T.S.
LEGAL DESCRIPTION
PARCEL •A•
THAT PORTION OF THE TAI. li 61WAM DONATION CLAIM NO. 40
IN TOWNSHIP 23 NORTH, 10446E 4 EAST, MM., IN KIN&
CCttlr(, WAEIINSTON, LYING NORTHERLY OF TIE R81TON
TIRE TREE POINT ROAD, AND LYING SOUTHERLY No SOUTH -
EAGERLY EASTERLY OF MACADAM ROAD AND LYING WESTERLY OF 65TH
AVENE SOUTH AS CONVEYED TO THE CITY OF T113'ILA 131"
DEED RECORDED UNDER AUDITORS FILE NO. 1105100426;
TOSETEER KIN THAT PORTION OF VACETED MACADAM ROAD
ADJOINING AS VACATED BY CITY OF TUKWILA ORDIIVJGE
NO. 61', RECORDED 110152 AUDITOR'S HOLE NO. 7103120429
AID VACATED BY CITY OF 11.KNLA ORDINANCE NO. 1129;
RECORONS N0.1910130505.
PARCEL 9'
THAT PORTION OF THE {-H4. N. 61LLIAM DONATION CLAIM NO. 40
IN TOWER. 23 NORTH, RANGE 4 EAST, MM., DESCRIBED
AS FOLLOWS,
55533a146 AT A POINT ON THE G@Ir62 LEE OF ME
REITON -THREE TREE PONY ROAD MINER 2644 AT ITS
UII61ISECTION WaTH THE MEET LINE OP SECTION 23,
TOWNSHIP 23 NORTH, RANEE 4 EAST, WM, SAID POINT
BEING IMEMEE25 STATION 05429.92 FROM WWT04 TFE
SOTTSttST CORNER OF SAID SECTION 23 °.. EARS 501144
011'42' EAST 204406 FEET, THENCE SLUE 34'51'43'
EAST 164124 FEET; THENCE ON A CURVE TO TIE RENT
HHAVIN6 A RADIOS OF 45537 FEET; 360.00 FEET; DEICE
SCUM/ 63'15'48' EAST 35918 FEET; THENCE ON A CURVE
TO TIE LET H AVIV& A RAMIE OF 572485 FEET, 31000
PET; THENCE SOWN 66•51'48' EAST 116253 FEET; THENCE
ON A CARVE TO TE LEFT HAVING A RADIUS OF11634 FEET
442.40 FEET; THENCE NORTH 7 EAST 20168 FEET;
THENCE LEAVING SAD GEYER LINE OF SAID ROAD AND
RUNNING NI1RT4I 0 EAST 27203 FEET TO TIE TILE
POINT OF 6EAN1@IS, THENCE 69•:0' EAST 16500
FEET, MORE OR LESS, TO THE WESTERLY MARGN OF 65TH
AVBLE SOUTH, AS CONVEYED TO TEE CITY OF TI.f1ILA BY
DEED RECORDED ILNGER AUDITOR'S FILE NO7201O70345:
THENCE SOUTHEASTERLY ALONG SAID Ii51E L,14AR61N OF
65111 AVENUE 5011114 TO THE NORTHERLY MARGIN OF TEE
MACADAM ROAD; THENCE WESTERLY AND SLVTYES1E RLY ALONE
SAID NORTHERLY KAREN OF 71E MACADAM ROAD 20000 FEET
MORE OF LEST, TO A POINT FROM WATCH THE TRIG PONT OF
81152807158114446410161 0 EAST; THRICE NORTH O'14'
EAST 9621 FEET, MORE OR LE55 TO TEE IRIS POINT OF
BESINNING;
TOSETER WITH THAT PORTION OF VACATED MACADAM ROAD
ADJOINING A5 VACATED BY THE CITY OF TI.KW4LA ORDINANCE NO.
611, RECORDED UNDER AUDITORS FILE NO 1108120429, AND
VACATED Bl' crlY OF TU.YNLA ORDINANCE NO. 1129, RECORDED
LTDER RECORDING ND. 1410130
PARCEL NO.
000320- OOII -0O
VICINITY MAP
•:pARATE PERMrt
aEnUSED FOR:
ECHANICAL
ELECTRICAL
PROJECT SITE} 0 PLUMBING
1 ❑ GAS PIPING
CR't op Neu
BUILDING woos
501 fIHLENIER o..._- _-
FILE COPY
I understand that the Plan Check approvals are
5ublect to 111015 and omissions and approval Of
plans does ds authorize Receiptn
hector Co of approvedl�lans acknowledged.
tracmYscoPV
eve
Date
Permit No.
CITY OF TUKWILA
APPROVED
p T 1 9 1998
BOIL ING DIVISION
�O FTU IA
APPROVED PER PUBLIC WORKS SEP 2 2 }998
L�TER DATED to /6 - YS' /4 PERAI 221998
FAN C E0 a , ODCl/A
1'1400 tr c4rioN -s,
'`,*
4 18 0322-
O
client
THE MADISON CO.
415 BAKER BOULEVARD
SUITE *200
TUKWILA, HA. 98188
(206)244 -4200
Project
SEATTLE MORTGAGE
6450 SOUTHGENTER BLVD.
SUITE #106
SEATTLE HA. 98188
I -800 -959 -0122
e � escrip Ion
VICINITY
SITE
LEGAL
drawn by
MWP
check by
LSE
scale .
AS` SHOWN
discipline
date
l - Ii -98
job. number
SEATTLE MORTSASE
6450 SOUTHGENTER BLVD SUITE #106
SEATTLE, WA. 48186
DEMOLITION PLAN
SCALE I /B° = I'
CO OF 'MANILA
APPROVED
NOV 5 1998
e 7 .1 1:4 ON
CITY OFETUKWILA
O CT 2 3 19B
PERMIT CENTER
RE /.ZED ''O -2!-98 MYF
Sheet Number
client
THE MADISON GO.
415 BAKER BOULEVARD
SUITE #200
TUKWILA, WA. 46186
(206)244 -4200
Project
SEATTLE MORTGAGE
6450 SOUTHGENTER BLVD,
SUITE *106
SEATTLE WA. 48166
I -800 -959 -0122
Sheet Description
DEMOLITION PLAN
drawn by
MWF
check by
LSE
scale
date
AS SHOWN N -17 -98
discipline
5/0' TYPE -X 61JB. - --.I
EXISTING TEE BAR ALE.
2x4 511.5 I6' O.G.
— - 5/b' TYPE -X OlOS.
O TYFIGA- WALL
SCALE 3/4" = I'
ELECTRICAL SYMBOLS
ter DUPLEX OUTLET
It WEATHERPROOF OUTLET
1&- 220 VOLT OUTLET AS REd'D.
IL�6.F.I. GROUND FAULT INTERRUPT
1 SPECIAL DUTY RECEPTACLE
5 SWITCH
5 THREE WAY SWITCH
CEILING OUTLET
CEILING LIGHT FIXTURE
P WALL LIGHT FIXTURE
• RECESSED CEILING LIGHT FIXTURE
O EXTERIOR LIGHT FIXTURE
Q SMOKE DETECTOR IIOV W/ BATTERY BACKUP
100 GFM EXHAUST FAN (V.T.O.)
G2 tRT INDIVIDUAL STYLE HEATER
9
FLUORESCENT LIGHT
FLOOD LIGHT
THERMOSTAT
........:: OF WORK AREA
c•MNT
HALLS TO RE REMOVED
IFJN HALLS
SEATTLE MORTSASE
6450 SOUTHCENTER BLVD SUITE #I06
SEATTLE, A. 98188
NEW FLOOR PLAN
SCALE I /8• = I'
GENERAL NOTES:
'NESE GENERAL NOTES ARE TO BE USED A5 A GPPLEVENT TO THE
SPECIFICATIOr6. ANY DISCREPANCIES FCRD ANC LING THE DRAWW6. THESE
GENERAL NUTET AND TIE SITE CONDITION SHALL BE REPORTED TO THE ENGINEER
ARE' WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH
DISCREPANCY SHALL BE DONE AT TIE CONTRACTORS RISK. TIE CONTRACTOR
SHALL. VERIFY ALL AND COORDINATE DU-ENSIGNS ANON. ALL DRAWINGS
PRIOR TO PROCEEDING WITH ANT WORK OR FABRICATION. Tie CONTRACTOR IS
RESPONSIBLE FOR ALL BRACING AND SHORING PURR. CONSTRUCTION.
STADARD,
ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 1994
UNIFORM BUILDING CODE NBGI AS AMENDED A1.0 ADOPTED BY THE LOCAL
GOVERN). FLIIC/PALITY.
DESIST) CRITERIA:
VERTICAL LOADS.
ROOF. DEAD LOAD IS ESE
LIVE LOAD 25 P5F (SNOW)
LATERAL FORCES,
LATERAL FORCES ARE TRANSMITTED FROM Tie ROOF DIAPHRAM TO SE
SITAR WALLS. THE LOADS ARE TEN: TRAM® TO TIE FOUNDATION
WHERE ULTIMATE DISPLACB'TNT IS RESISTED BY PASSIVE PRESSURE OF
EARTH AND / OR SLIDING FRICTION. OVERTURNING 15 RESISTED BY DEAD
LOAD OF TIE STRICTURE.
2. 11110. P= C0C5GTI, DESIGN HIND SPEED = 60 YR.!.
EXPOSURE CLASSIFICATION B, IMPORTANCE COEFFICIENT 10.
F DETERMINED BY 1151115 CR EQUAL TO 13 . METHOD 2
!PROJECTED AREA USED FOR CALCULATION Co EQUAL TO 061
Os ECOIAL TO 16.4 PSI. P = O0tx13z16.41ID = 14.1E PSF.
3. SEISMIC. ZONE 3 PER 1994 LIC. Fp= ZIC0p, Z =O3,
1 =1.0, Cp =0.75, Wp =DEAD LOAD OF PORTION OF BUILDING.
SOIL BEARING PRESSURE, 2000 P5
ALL FOO5N166 SHALL BEAR ON FIRM, UNDISTURBED EARTH OR STRICTURL
BACKFILL. AREAS OVER - EXCAVATED SHALL BE BACKFILLEP WITH LEAN
CONCRETE (F0=2000 PSI) OR STRUCTURAL BACKFILL'. AREAS DESIGNATED
STRUCTURAL BACKFILL' SHALL BE FILLED WIT) APPROVED WELL GRADED
BAIKRIM MATERIAL. NANKIN DENSITY AS DETERMINED BY ASTM D- 1557 -70.
CONTRACTOR SHALL EXERCISE E TREME CARE DURING EXCAVATION TO
AVOID DAMAGE TO EARED LINES, TANKS, AND OTTER CONCEALED ITEMS.
UPON DISCOVERY, DO NOT PROCEED WITH WORK UNTIL RECEIVES WRITTEN
INSTRUCTIONS FROM EN611KER A COMPETENT REPRESENTATIVE OF lit
014ER SHALL INSPECT ALL ROOTING EXCAVATIONS FOR SOITABLITY OF
BEARING PRIOR TO PLACEMENT' OF REINFORCING STEEL PROVIDE DRAINAGE
AROUND ALL WORK TO AVOID WATER- OFTENED FOOTINGS.
CONCRETE,
CONCRETE. SHALL BE MADE WTH PORTLAND CEMENT ASTI' 0-150 TYPE I CR
TYPE II, COARSE AND FINE AGGREGATE A554 C-33, CLEAN HATER AND
POTABLE, AND TYPE A (HATER REDUCING), TYPED (WATER REDUCING AND
RETARDING) OR TYPE E (WATER REDUCING AND ACCELERATING) ADMIXTURE
ASTM C- 444 -SO AND SHALL BE READY MUTED PER ASTM L -04 UNLESS OTHERWISE
MATERIALS:
ITEM MINIMUM f ' c NORM1AL SLUMP
25 DAYS INCHES. MAXIMUM
FOOTINGS 2500 PSI 5
ABS 2500 PSI 5
SLABS
ALL OTHER CONCRETE 2500 PSI 5
• AT CONTRACTORS OPTION CONTRACTOR MAY USE MASTER SOLDERS
SYNERSYOW PERFORMANCE SYSTEMS USING POZZOLITH ADMIXTURES TO
PRODUCE PLOWABLE CONCRETE. MAXIMUM 5LWP SHALL NOT EXCEED
MASTER BUILDERS CONCRETE TECHNICIAN SHALL ASSIST IN DETERMINING
PROPORTIONS FOR 5F5 CONCRETE AND SHALL OBTRIN APPROVAL OF
ENGINEER PRIOR TO EMPLOYING THIS PROCEDURE
PLACE CONCRETE PER ACI 304 AND CONFORM TO ACI 60 (506) WINNER
CONCRETING AND ACI 605 (305) FOR HOT NEATER CONCRETING. USE INTERIOR
FEGHANICAL VIBRATORS WITH 7000 RPM MMINMI FREQUENCY. DO NOT OVER -
VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN
CONSTRUCTION JOINTS OR EXPANSION JOINTS. PROTECT ALL FT4H.Y PLACED
CONCRETE FROM PREMATURE DRYING, EXCESSIVE HOT OR COLD
TEMPERATURE FOR SEVEN DAYS AFTER POURING. PROVIDE CONTROL JOINTS
AT 26' O.C. MAXIMUM FOR UNEXPO =NFD SLABS, INCLUDING TOPPING SLABS, I6'
0C. MAXIMM FOR EXPOSED WEBS. SUBMIT DRAWINGS WITH CONTROL JOINT
PATTERN FOR ENGINEERS APPROVAL PRIOR TO PLACING.
NON - SHRINK GROUT. MAKE FROM ONE PART ASTM 6-150 TYPE I PORTLAND
CEMENT, ONE PART FINE SAND ASTM C-55, AND ONE PART 'MASTER -FLOW 713'
BY MASTER BUILDERS OR EQUAL. MIX DRY AS CAN BE WORKED, OR MIX TO A
FLUID CONSISTENCY AND PACK OR POUR SOLID TO FILL SPACE UNDER PLATES
OR SHAPES. USE 'EFEEGO 636• FOR NONEXPOSED WORK
FETAL RBNFOROEI'OlT (CONCRETE: ALL REINFORCING SHALL CONFORM TO
ASTM A-615, GRADE 40 FOR •5 AND SMALLER, GRADE 60 FOR 56 AND LARGER
DETAIL FABRICATE AND PLACE PER ACI 315 AND ACI 31b. SPLICES SHALL BE 24'
DIAMETERS OR INK MINIMM FOR CONCRETE. NELDEP WIRE FABRIC SHALL
CONFORM TO ASTM A-62 AND A -I65. LAP ONE FU L1 MESH ON SIDES AND ENDS.
PLACE AT MIDDEPTH OF SLAB, OR AS SHOWN.
STRUCTURAL STEEL,
MACHINE BOLTS (MB) AND ANCHOR BOLTS (MB). ASTM A-307.
DRILLED IN ANCHORS, 'PARABOLT' BY USM, INC., MOLLY FASTENER DIVISION
'RAHL BOLT', OR APPROVED EQUAL. EMBED BOLT INTO CONCRETE 1' DIAMETER
MINIMUM, EXCEPT AS 5110141.
CARPENTRY:
PLYWOOD STRUCTURAL), SHALL BE GROUP I OR .RCM II SPECIES, CA GRADE
EXPOSURE -I CONFORMING TO P5 -I-83. EACH PIECE SHALL BEAR THE GRADE
TRADEMARK OF SE AMERICAN PLYWOOD ASSOCIATION.
FRAMING LUMBER: CONFORM TO HEST COAST LUMBER INSPECTION BUREAU
(NCLIB), OR IESTERN WOOD PRODUCTS ASSOCIATION (WWPA). EACH PIECE
SHALL BEAR THE YtCLIB OR KEA GRADE TRADEMARK.
SPECIES AND GRADE:
I. BEAMS: AND HEADERS: 'DONS FIR / LARCH' No. I
2. BLOCKING: 'DOUS FIR / LARCH' No3 OR N EM FIR Not
3. EXTERIOR STD WALLS: 'DOUS FIR / LARCH' Not OR 'HEM FIR' Not
4. THE MNfM ALL OF L OTHER STRUCTURAL FRAMING, .DOUG FIR' Not CITY Of jNKWILR GENERAL GERAL REQUIREMENTS: PROVIDE MINIMUM NAILING FER 1994 NBC. TABLE 23-1-6 P P R ° V �.�9
oR MORE, AS OTHERWISE SHOWN. ALL 000 IN CONTACT WITH CONCRETE NOV 5
OR MASONRY SHALL BE PRESSURE TREATED MATERIAL. PROVIDE GUT '
HASHERS WHERE BOLT HEADS, NT. AND LAG SCREW HEAD BEAR ON WOOD.
FRAMING CONNECTORS. ALL FRAMING CONNECTORS SHALL BE ICBO J
APPROVED. TYPE OF CONNECTORS SHALL CONFORM TO THOSE GAZED OUT Ot gJILDING DIVISION
DRAWINGS OR AND APPROVED EQUAL. 'CONTRACTORS CALLED OUT ARE
SIMPSON STRONG TIE CONNECTORS AS MADE BY SIMPSON STRONG PE
COMPANY INC.
SUBSTITUTION.
SISST1MIONS MAY BE ALLOWED ONLY IF THEY MEET THE REQUIREMENTS OF
THE GENERAL NOTES AND SPECIFICATIONS, AND APPROVED BY TIE ENGINEER-
RECEIVED
CITY OF TUKNIE..5
OCT 2 3 1993
PERMIT CENTER
pc18-O3)
tE /USED :0 -2'-9E MI-IF
cc Descrip Ion
DETAIL
NEW IMPROVEMENT
NOTES
client
THE MADISON GO.
415 BAKER BOULEVARD
SUITE *200
TUKWILA, WA. 48188
(206)244 -4200
Project
SEATTLE MORTGAGE
6450 SOUTHGENTER BLVD.
SUITE #106
SEATTLE NA. 98188
I -800- 959 -0122
drawn by
MWF
check by
LSB
date
� -17 -98
scale
AS SHOWN
discipline
Job number
98 -53
Sheet Number
5
3
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