HomeMy WebLinkAboutPermit D2000-328 - SOUTHCENTER MALL - BIT OF HAWAII - TENANT IMPROVEMENTBIT OF HAWAII
735 SOUTHCENTER
MALL
D2000-328
A.
OCCUPANT BIT OF Phone:
735 'SOUTHCENTER MALL, TUKWILA, WA 98188
OWNER SOUTHCENTER JOINT VENTURE,
ATTN: JAMES J GUDIN, 25425 CENTER RIDGE RD, CLEVELAND OH 44145
CONTACT DREW HALLOC;\ Phone 425 -888 -7750
_.803 NE 9 ST, NORTH BEND, WA 98045
CONTRACTOR D B HALLOCV GEN INC Phone: 425 -222 -4908
4944 AV SE, FALL CITY, WA 98024
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Permit Description
TENANT_IMPROVEMENT
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Construction Valuation: $ 5
PUBLIC .WORKS .:PERMITS: *.(Water Meter Permits Listed Separate) Eng. Appr:
Curb Cut /Access /Sidewalk /CSS: N
Fire Loop Hydrant:. N Nu: Size(in) : .00
`Flood Control Zone: N
Hauling: N Start Time:
:Land Altering: N Cut:
Landscape irrigation: N
Moving. Oversized: Load: N Start Time
Sanitary Side Sewer: N No
Sewer Main Extension: N Private: N Public: N
Storm Drainage: N
'.Street Use: N
Water Main 'Extension: N Private: N
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TOTAL. DEVELOPMENT PERMIT FEES: $ 188.06
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Date: 10-24/
City of Tukwila
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
Parcel No:
Address..
Suite No:
Location:
Category:
Type:
Zoning:
Const Type:
Gas /Elec.:
Units:
Setbacks:
Water:
Wetlands:
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRE'_,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
Contractor License No: DBHAL00033C0
Permit Center Authorized Signature:
Signature:
Print Name:
262304 -9023
735 SOUTHCENTER MALL
ARET
DEVPERM
CP
001
North:
TUKWILA
DEVELOPMENT PERMIT
Occupancy: STORE
UBC: 1997
Fire Protection: SPRINKLERED /AFA
.0 South: .0 East: .0 West: .0
Sewer: TLIKWILA
Slopes: N Streams:
I hereby certify that I have read and examined th permit and know the
to be true and correct. All provisions of law and ordinances governing
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 permit
C A-
Permit No:
Status:
Issued:
Expires:
End
End Time:
Date:
(206) 431 -3670
Time:
Fill:
D2000-328
ISSLIED
10/24/2000
04/22/2001
Public: N
same
this
/ OA c d2c ,
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.
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Address: 735 SOUTHCENTER MALL
Site:
Tenant
Type: DEVPEIM
Parcel # 2.62304• -9023
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Permit Conditions:
. No changes will be made to the plans unless approved by the
, Engineer, and the Tukwila Building Division
Any new ceiling grid and light-fixture Installation is
required to meet -lateral bracing requirements for Seismic,
Zone
Partition wal°.ls :attached to ceiling =grid, must be:.'laterally
braced if over°'eight (8):, f'ee't''ir length.
A1.1 construction t,o'be' done in conformanee,with ; approved
plans and requ i ren errts of the Uniform Bui l d ing Code (1997
Edition);as ,amende'd, .Uniform Mechanical Code (1997 <Edition),
and Washington-State Energy, ' +Code (1.997 E d i t i o n ) .
Val i d i t'y of Permit. t The issuance 'of a permit or approva`
plans;` spec;ifications, :`and 'computations shall flat be•
str ue tot :be a permit 'for, or,an approval of any violatio
°f,061 of the ,provisions of the building code or of any
other ord:innce of. the, : .iur•isdiction. _,No permit presuming
•
givepauthority to.=violate, or cancel: ~,the provisions of ,thi s
co,t0e. shall be, va°li.d ._ ,'
Electrical permits °shall be obta►'ned: through the Washington
State division of {Labor anikindustries'and'all electricals
work wi l l>`: be :i nspecte:d' �`by' that. agency (248-6630).
Al 1 j.permi ts, ,;,inspection recor ds,, and approved plans shall
available, at the job s ite ' prior.,' to 'the start of any con-
struction.
} These documents are. to : be maintained and avail
able > fina,l inspection approval-is-granted.
„..
Print Name:
CITY OF TUKWILA
Permit No: 02000 -328
Status: ISSUED
Applied: 10/03/2000
Issued: 10/24/2000
I :hereby certify that I have read th ese conditions and will comply
with ned. All provisions of late and ordinances governing
this work INT1 be complida `with, whether specified herein or , :hot.
The granting o'f t,h i s 'permit does not, • presume to g i v2, autho;rity to
violate or cancel = the provisions of any other work or local laws
regulating construction or the performance of work.
Date: L
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Site Address
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Property Owner:
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Phone:
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Street Address: II City State /Zip:
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Fax #:
in the building? ❑ yes
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Phone: &WA Arc Z271 -$9 iZ-
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Street Addres
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City State /Zip:
Fax #:
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Architect:
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Phone
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Street Address: C City State /Zip:
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Engineer:
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Phone:
Street Address:
City State /Zip:
Fax #:
Contact Person: ,�� // //
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Description of work to be done: /^-
Existing use: IN Retail ❑ Restaurant El Multi- family ❑ Warehouse ❑Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑, Office
❑ School /College /University ❑ Other
Proposed use: RP Retail 71 Restaurant ❑ Multi- family CI Warehouse CI Hospital
d Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office
❑ School /College /University ❑ Other
Will there be a change of use? ❑ yes ❑ no
If yes, extent of change: (Attach additional sheet if necessary)
Will there be rack storage? ❑ yes ❑ no
Existing fire protection features: Risprinklers S automatic fire alarm ❑ none ❑ other (specify)
Building Square Feet: 4 S m. / existing
Area of Construction: (sq. ft.) ( 9 ,. / set y-i
Will there be storage of flammable /combustible hazardous material
Attach list of materials and storage location on separate 8 1/2
in the building? ❑ yes
X 11 paper indicating quantities & Material Safety Data Sheets
CITY OF TUKWILA
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
FOR STAFF USE ONLY
Project Number:
Permit Number: c woo
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. FOLLOWING : :'
(Additional reviews may be determined by the Public Works Department)
❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk
❑ Fire Loop /Hydrant (main to vault) #: Size(s):
❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds.
El Sanitary Side Sewer #: ❑ Sewer Main Extension
❑ Storm Drainage ❑ Street Use ❑ Water Main Extension
❑ Water Meter /Exempt #: Size(s): 0 Deduct
❑ Water Meter /Permanent # Size(s):
❑ Water Meter Temp # Size(s): Est. quantity:
❑ Miscellaneous
❑ Flood Control Zone
❑ 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.
Date 1f5ationepte
Date ap i s lion _wires:
-- 0i
Ap75ken by: (Initials)
PLEASE SIGN BACK OF APPLICATION FORM
CTPERMIT.DOC 1/29/97
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Signature:
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Print name:
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ALL COMMERCIAUMULTI-FLY TENANT IMPROVEMENT /ALRATION PERMIT APPLICATIONS
(jn BE SUBMITTED WITH THE FOLLDWING:
ALL 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
❑ ❑ C omplete 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).
i
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)
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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 t=— w
10. Landscape plan With irrigation and existing trees to be saved by size and species (exterior changes or change j
of use only) v
11. Location and gro.s floor area of existing structure with dimensions and setback 0 o
12. Lowest finished floor elevation (if in flood control zone) w
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- H
9 ). I u) u_
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❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled 2
❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of g
any hazardous materials; dimensions of proposed tenant space. = 0
❑ ❑ Vicinity Map showing location of site z w
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❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack z O
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of w
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rack. Structural calculations are required for rack storage eight feet and over. v 0
❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished p F
❑ ❑ Construction details z w
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❑ ❑ Sprinkler ■ details - d of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of v_ z
water supply to sprinkler vault with documentation from contractor stating supply line will meet or w N
exceed sprinkler system design criteria as identified by the Fire Department. H =
❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. z
❑ ❑ 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.
El ❑ 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 JURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
CTPERMIT.DOC 1 /29/97
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CITY OF TUKW L A, +/A . • TRANSMIT
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1 2 NSMI:T Numbrara 119800368 Airiourar, 72 ''i. 10/03/00 12 :47
1 _ !'a +ern ri t Method: CHECK NO I Qr.: D13' HfaLLOC1t Iri i t; TLI3
NO A' • 1)2000 Typo . [3E1JPEUM DEVELOPMENT • PERMIT
Parcel Not 262304- 9023
•Site (ddt ^a•ps' 72' SOUT11 CEU I ER MMAl. l_
Total Peers;; 1133.Oti
Th1 •! tz •}?iymerit • 7 ,.31 Total ALL Pmts r, '720_31
9a l ance: 11 .1tj
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r ' fa.cc�oeint lit de Deer i pt; ion gin0uht:
,?
9.,Q0/3:4 5A330 PL:Ah! CHECK _ NONtrES
16599 10/04 9710 TOTAL 72 .31.
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f' r ni it Mci 02000-32€I Type: C►EVF`I:. M , DEVELOI'MEP11• f MTI
I)arc :e No: 2G23Q4 -9023
S II t Adds ee I.. 735 OUTNCEN'f E.R MALI..
'f o L•. 1 Fees: 1l38. t)t;
Thiis f' yni rtt ' .1.1E;.7� Total ' f11. 1. Pit; I88..OE,
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Acroutint Cniie Ijes!:i' i pt i o n Ainaiin I;
000/322 t31.1IL.I)ING , NC?ifRE"a 111.25
000/386..904 STATE: BUILDING SLEIRCI•U RGF 4.50
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ve la wa Li•�..,• ^�;;*"t'7';' +r+ <• -.;.• r
'7254 :U) /25 9710 TOTAL 1.15.75
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Project:
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T o Inspection:
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Address: _
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Special instructions:
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CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
INSPECTION NO.
Inspector:
INSPECTION RECORD
Retain a copy with permit
b2dvv
PERMIT NO.
(206)431 -3670
Approved per applicable codes. El Corrections required prior to approval.
Date: .
/
$47.0EINSPECTION FE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
Pro t:
Type of Inspection:
FrAf
(7 D F tioq
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Date called:
Special instructions:
Date v
a.m.
P.m.
Reque ter:
Phone:
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 9818
0 Approved per applicable codes.
PERMIT NO.
(206)431 -3670
Corrections required prior to approval.
COMMENTS:
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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:
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
COMMENTS:'.
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Approved per applicable codes.
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:
INSPECTION RECORD
Retain a copy with permit
(206)431 -3670
C orrecti4rys r_ec�ujre prior to approval.
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Retain current inspection schedule
Needs shift inspection
Authorized Signature
Suite #
Approved without correction notice
Approved with correction notice issued
Sprinklers: -�
Fire Alarm: A'
Hood & Duct: _/
Halon:
Monitor: � iT
Pre -Fire: A/
Permits:
City of Tukwila
Fire Department
G�-
TUKWILA FIRE DEPARTMENT
• FINAL APPROVAL FORM
67
Pn��4 °�'„T)d' ; f ��tL�
John W. Rants, Mayor
Thomas P. Keefe, Fire Chief
Permit No . �
Lm )NALAPP.FRM T.F.D. Form F.P. 85
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Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 57544139
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ACTIVITY NUMBER: D2000 -328
DATE: 10 -3 -2000
PROJECT NAME: BIT OF HAWAII
SITE ADDRESS: 735 SOUTHCENTER BL SUITE NO:
XX Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Is Issued
DEPARTMENTS: �j
BuilciDivision F re PVe ention (� Planning Division
10 -5 X - � I'D 140 `_' 104 -ct)
Public Wolks Structural Permit Coordinator
kit Ibl
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-5 -2000
Complete
Comments:
V
PER KT i t.. 0 ;1
PLAN REVIEW/Row I G SLIP
TUES /THURS ROUTING:
Please Route F Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: (ten days) DUE DATE 11-2 -2000
Approved n Approved with Conditions
REVIEWER'S INITIALS: DATE:
DUE DATE
Approved n Approved with Conditions n Not Approved (attach comments) U
REVIEWER'S INITIALS: DATE:
CORRECTION DETERMINATION:
VitROUILDOC
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City of l ukvvlla Steven M. Mullet, Mayor
Fire Department Thomas P. Keefe, Fire Chief
Fire Department Review
Control #D2000 -328
(512)
Re: Bit of Hawaii - 735 Southcenter Mall
October 6, 2000
Dear Sir:
The attached set of building plans have been reviewed by
The Fire Prevention Bureau and are acceptable with the
following concerns:
1. Maintain fire extinguisher coverage throughout.
Clear access to fire extinguishers is required at all
times. They may not be hidden or obstructed. (NFPA
10, 1 -6.5)
2. 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. (UFC 1207.3)
Aisles leading to required exits shall be provided
from all portions of buildings. Aisles located within
an accessible route of travel shall also comply with
the Building Code requirements for accessibility.
(UFC 1204.1)
Combustible material shall not be stored in exits or
exit enclosures. (UFC 1103.3.2.3)
3. Maintain sprinkler coverage per N.F.P.A. 13.
Addition /relocation of walls, closets or partitions may
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206. 575.4404 • Fax: 206 -575 -4439
el 44148 40.11.
City of Tukwila
Steven M. Mullet, Mayor
Fire Department Thomas P Keefe, Fire Chief
Page number 2
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 #1901)
Contact The Tukwila Fire Prevention Bureau to witness
all required inspections and tests. (UFC 10.503)
(City Ordinances #1900 and #1901)
4. 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 #1900) (UFC 1001.3)
Call the Tukwila Fire Department at 575 -4407 for
approval of any system shut down. Have job site
address, name and the Tukwila Fire Department Job
Number available to confirm shut down approval. (City
Ordinance #1900)
Contact The Tukwila Fire Prevention Bureau to witness
all required inspections and tests. (UFC 10.503)
(City Ordinances #1900 and #1901)
5. All electrical work and equipment shall conform
strictly to the standards of The National Electrical Code.
(NFPA 70)
6. Required fire resistive construction, includin?
occupancy separations, area separation walls, exterior
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206- 575.4404 • Fax: 206-575-4439
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City of Tukwila
Fire Department Thomas P Keefe, Fire Chief
Page number 3
walls due to location on property, fire resistive
requirements based on type of construction, draft stop
partitions and roof coverings shall 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 1111.1)
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.
Yours truly,
The Tukwila Fire Py en r Bureau
cc: TFD file
ncd
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Steven M. Mullet, Mayor
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575.4404 • Fax: 206 -575 -4439
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LICENSE DETAIL INFORMATION Form
STATE OF WASHINGTON
DEPARTMENT OF LABOR AND INDUSTRIES
Specialty Compliance Services Division
P. O. Box 44000 Olympia, WA 98504 -4000
THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS:
LICENSE DETAIL INFORMATION
Current Filter: None
Registration# or License DBHALGCO33CO
Name D B HALLOCK GEN CONTRACTNG INC
Address 803 NE 9TH ST
Address
City NORTH BEND
State WA
Zip 98045
Phone Number 4258887750
Effective Date 2/20/97
Expiration Date 2/1/01
Registration Status ACTIVE
Type CONSTRUCTION CONTRACTOR
Entity CORPORATION
Specialty Code GENERAL
Other Specialties
UBI Number 601770772
'VIEW *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * *
* * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * *
'CHECK *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * *
* * * VIEW CONTRACTOR INSURANCE INFORMATION * * *
Page 1 of 1
New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or
return to the L &1 Construction Compliance Home Page
http: / /www.lni.wa.gov /CONTRACTORS /TF2Form.asp ?License= DBHALGCO33C0 10/24/00
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DRAWING LEGEND
SYMBOL
DESCRIPTION
RB'(412G8
0
WINDOW SYMBOL
See Windom Schedule
O A
DOOR SYMBOL
See Door Schedule
1 202 I
SPACE NUMBER
See Finish Schedule
0
GRID LICE
yQ
MATCH LINE
X 40' -8°
VERTICAL
DATUM POINT
FINISH WOOD
T abab
GYPSUM WALL BOARD /
PLASTER
SURFACE MATERIAL
CHANGE
BATT INSULATION
Stone Wood
UP
STEEL
OR OTHER METALS
DETAIL REFERENCE
SECTION CUT
NATURAL STONE
eIrt
REFERENCE
I
4 SHT 2
3
MTERIOR
ELEVATION
See !Melia Elevations
REFERENCE
MATERIAL SYMBOL LEGEND
SYMBOL
DESCRIPTION
SYMBOL
DESCRIPTION
"71- II-IIaw
I =1L =II =II. =I
�Iurru.
EARTH / COMPACT
FILL
>C
ROtr3Hl U1�oD
FRAMING
,s.. .o - - .,
ti, ° O °- 8 o
GRAvEL / POROUS
FILL
/
WOOD BLOCKING
.s ° . ;
CONCRETE
PLYWOOD
CMN /BRICK/
STONE VENEER
FINISH WOOD
- - -
GYPSUM WALL BOARD /
PLASTER
BATT INSULATION
V
STEEL
OR OTHER METALS
RIGID INSULATION
NATURAL STONE
GENERAL NOTE8
L ALL WORK TO COMPLY WITH '1991 UNIFORM BUILDING CODE' WITH JURISDICTION AMENDMENTS
WHERE APPLICABLE.
2. ALL APPLICABLE CODES, ORDINANCES AND MINIMUM STRUCTURAL REQUIREMENTS TAKE
PRECEDENCE OVER ALL. DRAWINGS, NOTES AND SPECIFICATIONS.
3. CONTRACTOR MET CONTACT ARCHITECT IMMEDIATELY FOR ANY DISCREPANCIES N
CONTRACT DOCUMENTS OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH WORK
4. CONTRACTOR MUST CONTACT ARCHITECT IMMEDIATELY FOR ANY DISCREPANCIES BETWEEN
CONTRACT DOCUMENTS AND APPLICABLE CODES PRIOR TO PROCEEDING WITH WORK
5. CONTRACTOR TO VERIFY ALL DIMENSIONS, GRADES AND EXISTING CONDITIONS BEFORE
PROCEEDING WITH WORK
6. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF/HERSELF WITH ALL ASPECTS
OF THE WORK PRIOR TO CONTRACTING WITH THE OWNER TO PERFORM THE WORK
1. CONTRACTOR SHALL VERIFY CONFORMANCE OF ACTUAL SOIL CONDITIONS WITH SOILS
REPORT AND DESIGN ASSUMPTIONS.
5 CONTRACTOR SHALL PE RESPONSIBLE FOR ACQUIRING ALL NECESSARY PERMITS FOR THE
WORK, EXCEPT FOR THE BUILDING PEWIT 1541014 I5 THE RESPONSIBILITY OF THE AR.HITECT.
S. GUARANTEE ON ALL MATERIALS AND WORKMANSHIP TO BE (I) YEAR FROM DATE OF
COMPLETION UNLESS NOTED OTHERWISE IN CONTRACT.
10. REPETITIVE FEATURES MAY BE DRAWN ONLY ONCE, BUT SHALL BE PROVIDED AS IF DRAWN
IN FULL. REPETITIVE NOTES MAY BE CALLED OUT ONLY ONCE AND INDICATED AS TYPICAL
11. DIMENSIONS ARE TO FACE OF SW OR FACE OF CONCht: it OR CENTERLINE OF INTERIOR
COLUMNS UNLESS NOTED OTHERWISE.
12. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING MECHANICAL, ELECTRICAL AND
PLUMBING CONTRACTORS AND NOTIFYING THE ARCHITECT OF ANY DISCREPANCIES N FRAMING
PRIOR TO PROCEEDING WITH WORK
13. THESE DRAWINGS ARE DESIGN -BUILD IN THE AREAS OF MECHANICAL, ELECTRICAL AND
PLUMBING.
JOB SITE SAFETY
L THE ARCHITECT HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN
AND /OR CONSTRICTION REVIEW SERVICES RELATNG TO THE CONTRACTORS SAFETY
PRECAUTIONS.
2. PERIODIC SITE VISITS PEW-OWED BY THE ARCHITECT SHALL NOT BE CONSTRUED
AS SUPERVISION OF ACTUAL CONSTRUCTION SAFETY PRECAUTIONS.
3. THE ARCHITECT 15 NOT RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE
PERFORMANCE OF WORK BY THE CONTRACTOR OR THE CONTRACTORS EMPLOYEES
OR EMPLOYEES OF SUPPLIERS OR SUBCONTRACTORS, OR FOR ACCESS, VISITS, USE,
WORK, TRAVEL OR OCCUPANCY BY ANY PERSON
SITE WORK
I. ALL EXCAVATION AND FILL SHALL BE STORED AND PROTECTED SUCH AS TO PREVENT RN
OFF OF MATERIAL TO ADJACENT PROPERTIES.
2. FOOTING DRAIN TO BE SEPARATE FROM ROOF AND IMPERVIOUS AREA DRAINS.
3. DOWNSPOUT DRAIN TO BE 4" DIAMETER TIGHTLINE UNLESS NOTED OTHERWISE.
4. FOOTING DRAIN TO BE 4" DIAMETER PERFORATED PIPE UNLESS NOTED OTHERWISE
5. CONTRACTOR IS RESPONSIBLE FOR COMPLYNG WITH REQUIRED SEPTIC AND /OR STORM
WATER DETENTION SYSTEMS.
EARTH WORTC
I. EXTEND EXCAVATION DOWN TO UNDISTURBED SOIL OF THE SPECIFIED STRENGTH WITH A
MINIMUM OF I8" BELOW LOWEST ADJACENT FINISH GRADE.
2. COMPACTED FILL TO BE WELL GRADED AND GRANULAR WITH NOT MORE THAN 5% PASSING A
200 SIEVE. PLACE IN 8" LOOSE LIFTS AND COMPACT TO S5% MODIFIED A4550 DENSITY AT
OPTIMUM MOISTURE CONTENT.
3. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE
FOR SUBSURFACE DRAINAGE AS NOTED IN THE SOILS REPORT.
ENEMY NOTES
I. ALL WORK TO COMPLY WITH '1991 WASHINGTON STATE ENERGY CODE' WITH JURISDICTION
AMENDMENTS WHERE APPLICABLE.
2. HEATING UNIT(S) TO MAINTAIN 10 DEGREES FAHRENHEIT AT 35" ABOVE FLOOR WHEN OUTSIDE
TEMPERATURE 15 24 DEGREES FAHRENHEIT, OR CURRENT REQUIREMENTS.
3. PROVIDE NIGHT SETBACK THERMOSTAT.
4. CAULK ALL JOINTS AROUND EXTERIOR OPENINGS AND ALL JOINTS IN SIDING AND FLASHING
WHERE INFILTRATION MAY BE POSSIBLE.
5. SEAL ALL TEARS AND JOINTS IN INSULATION WITH APPROVED TAPE.
S. SHOWER FLOW CONTROL LIMITED TO 25 GALLONS PER MINUTE, OR CURRENT REQUIREMENTS.
1. ALL CRAWLSPACES TO HAVE A MINIMUM OF 6 MIL BLACK VISQUEEN GROUND COVER
EXTENDED OVER THE TOP OF THE FOOTINGS. LAP ALL JOINTS 12" MINIMUM.
8.
FIREPLACE(S) SHALL HAVE TIGHT FITTING DAMPERS AND SHALL BE PROVIDED WITS A
MINIMUM OF 6 SQUARE INCHES OF OUTSIDE COMBUSTIBLE AIR SUPPLY.
S. METAL DUCTS OUTSIDE THE CONDITIONED SPACE SHALL BE INSULATED TO R -8 MINIMUM PER
'1991 WASHINGTON STATE ENERGY CODE', TABLE 5 -1I. PROVIDE WEATHER BARRIER IF LOCATED
ON THE EXTERIOR OF THE BUILDING.
10. SERVICE WATER PIPES LESS THAN 2" IN DIAMETER SHALL BE WRAPPED WITH I" MINIMUM
LAYER OF INSULATION PER '1991 WASHINGTON STATE ENERGY CODE' TABLE 5 -12.
II. WATER HEATERS) TO MEET 1981 NATIONAL APPLIANCE ENERGY CONSERVATION ACT.
12. MINIMUM INSULATION VALUES UNLESS NOTED OTHERWISE:
CEILING R -30 (I" clear vent space)
CATHEDRAL CEILING R -30 (I" clear vent apace)
ABOVE GRADE WALL R -I9
BELOW GRADE WALL R -I9 (Interior)
BELOW GRADE WALL R -I0 (Exterior)
FLOOR R -30
13. Al SHALL.R1311POSIPALLED ON THE CONDITIONED ROOM SIDE OF THE
INSULATION.
VENTILATION NOTES •
I. ALL WORK TO COMPLY WITH THE 'WASHINGTON STATE VENTILATION AND NDOOR AIR QUALITY
CODE'.
2. SOURCE SPECIFIC FANS SHALL SE LOCATED N ALL KITCHENS, BATHROOMS, WATER CLOSETS
AND LAUNDRY FACILITIES. VENTILATION CAPACITY SHALL BE AT LEAST 50 CFA FOR
BATHROOMS AND LAUNDRY ROOMS (Intermittent use) AND 100 CFM. FOR KITCHENS (Intermittent
use). DUCTING SHALL TERMINATE OUTSIDE THE BUILDING AND SHALL BE EQUIPPED WITH
BACKDRAFT DAMPERS.
3. WHOLE HOUSE VENTILATION SYSTEM SHALL BE CAPABLE OF 35 AIR EXCHANGES PER HOUR
BUT NO MORE THAN 50 AIR EXCHANGES PER HOUR UNDER NORMAL OPERATING CONDITIONS.
OUTDOOR AIR SHALL BE PROVIDED TO ALL HABITABLE ROOMS. FAR SHALL HAVE A SOME
RATING OF I5 OR LESS MEASURED AT 01 INCHES WATER GAUGE.
4. DUCT WORN SHALL CONFORM TO TABLE 3 -3 OF THE 'WASHINGTON STATE VENTILATION AND
INDOOR AIR QUALITY CODE'
5. DUCT WORK SHALL BE INSULATED TO A MINIMUM OF R -4.
S. PROVIDE A MINIMUM NET AREA OF I SQUARE FOOT OF VENTILATION AREA FOR EACH 150
SQUARE FEET OF CRAW-SPACE AREA PLACE OPENINGS AS NEAR AS TO CORNERS AS
PRACTICABLE AND SHALL PROVIDE CROSS VENTILATION.
1 ALL CRAULSPACE VENTS TO BE PROVIDED WITS I/4" NON - CORROSIVE WIRE MESH.
S. PROVIDE A MNIMUM NET AREA CF I SQUARE FOOT OF VENTILATION AREA FOR EVERY 150
SQUARE FEET OF ATTIC AREA, PROVIDE A CONTINUOUS I NCH MNIMUM AIR SPACE ABOVE
NSULATION FOR CROSS VENTILATION.
S. ALL ATTIC VENTS TO BE PROVIDED WITH I/4" NCN- CORROSIVE WIRE MESH OR APPROVED
SOFFIT VENTS.
MOISTURE PROTECTION
L PROVIDE PRESSURE TREATED PLATES BETWEEN CONCrto a AND
FRAMING.
2. PROVIDE A MINIMUM OF 12" CLEAR BETWEEN U.00D GIRDERS AND EARTH.
3. PROVIDE A MINIMUM OF IS" CLEAR BETWEEN WOOD JOISTS AND EARTH.
4. PROVIDE A MNIMUM OF 6" CLEAR BETWEEN WOOD POSTS AND EARTH
5. PROVIDE A MINIMUM OF I" CLEAR BETWEEN WOOD POSTS AND CONCRETE FLOORS.
6. CAULK ALL OPENINGS THOROUGHLY.
1. FLASH ALL OPENINGS WITH A MINIMUM OF 25 GAUGE GALVANIZED STEEL TO ACCEPTABLE
INDUSTRY STANDARDS.
8. METAL COPING AT PARAPET TO BE A MNIMUM OF 22 GAUGE GALVANIZED STEEL
FIRE PROTECTION
L PROVIDE (I) HOUR FIRE SEPARATION BETWEEN GARAGE AND DWELLING INIT. RESIDENTIAL,
DIVISION 3, AND M OCCUPANCY FIRE SEPARATION CONSISTS OF:
- (I) LAYER OF 5/8" GYPSUM WALLBOARD ON THE GARAGE SIDE AT ALL WALLS AND
AT CEILINGS. PROVIDE (2) LAYERS AT CEILINGS BELOW HABITABLE SPACES.
- 1 -3/8" MINIMUM THICK, SOLID CORE, TIGHT FITTING, SELF CLOSING DOOR WITH SMOKE
GASKET.
- DUCTS PIERCNG FIRE SEPARATION TO BE A MNIMUM OF 26 GAUGE, AND HAVE NO
OPENINGS INTO THE GROUP "U" OCCUPANCY.
2. FIRE SEPARATION TO BE HORIZONTAL ARP VERTICAL NCLUDNG ALL STRUCTURAL MEMBERS
SUPPORTING THE FIRE SEPARATION.
3. ALL ENCLOSED USEABLE SPACE UNDER STAIRWAYS SHALL BE CO LAYER OF 5/8" TYPE 'X'
GYPSUM WALLBOARD ON ENCLOSED SIDE
4. SMOKE DETECTORS SHALL BE HARD WIRED TO BUILDING POWER ARP SHALL HAVE BAI IENT
BACKUP.
9 SMOKE DETECTORS SHALL BE AUDIBLE IN ALL SLEEPING ROOMS.
6. A MINIMUM OF (I) SMOKE DETECTOR SHALL BE INSTALLED ON EACH FLOOR INCLUDING THE
GARAGE.
1. FIRESTOPPING AND DRAFTSTOPPING SHALL CONSIST OF 2" NOMINAL LUMBER
8. FIRESTOPPING AND DRAFTSTOPPNG IS REQUIRED N THE FOLLOWING PLACES:
- CONCEALED SPACES AT ALL FLOOR AND CEILING LEVELS AND AT 10 FOOT
INTERVALS ALONG THE LENGTH CF THE WALL
- INTERCONJECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES
(I$. Saante)
- CONCEALED SPACES BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF THE RUN_
S ROCK WOOL AROUND ALL OPENINGS FOR VENTS, PIPES, DUCTS, ETC.
10. EMERGENCY EGRESS WINDOWS SHALL MEET THE FOLLOWING REQUIREMENTS:
CLEAR OPEN WIDTH
CLEAR OPEN HEIGHT
CLEAR OPEN AREA
SILL HEIGHT
20" (Minimum)
24" (Minimum)
5.1 al. (Minimum)
44" (Maximum)
II. PREFABRICATED FIREPLACES SHALL BEAR U.L. OR lOGO. SEAL OF APPROVAL AND SHALL
BE INSTALLED PER MANUFACTURER INSTRUCTIONS.
12. APPLIANCE GENERATING A GLOW, A SPARK OR FLAME MAY BE INSTALLED IN THE GARAGE
PROVIDED THE HEATING ELEMENTS AND SWITCHES ARE I8" ABOVE THE FLOOR
13. GARAGE FLOOR TO BE CONSTRUCTED Of NON COMBUSTIBLE MATERIAL (CONCRETE)
SHOP DRAIMM6
I. SHOP DRAWINGS ARE REVIEWED FOR DESIGN INTENT ONLY.
2. THE CONTRACTOR IS TO REVIEW AND APPROVE ALL SHOP DRAWINGS PRIOR TO SUBMITTING
TO ARCHITECT OR STRUCTURAL ENGINEER
3. SEE STRUCTURAL NOTES AND PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND
CLARIFICATIONS REGARDING SHOP DRAWINGS.
D
SAFETY AND SECURITY
I DE4DBOLTS wiN A MNIMJM THROW OF EM AND A V®LFORT ARE REQUIRED AT ALL
EXTERIOR DOORS.
2. DEADBOLTS OR APPROVED LOCKING DEVICES ARE MOUSED ON ALL SLIDING DOORS.
3. ALL LOCKS SHALL BE OPERABLE WITHOUT ANY SPECIAL KNOWLEDGE OR EFFORT
4. UNDOES WITHN 10' -0 OF FINISHED GRADE SHALL BE PROVIDE EMS LATCHING DEVICES.
5. STAIRWAYS TO MEET THE FOLLOWING REGUREi"@1TS:
OCCUPANCIES LESS THAN 10
STAIR WIDTH 36" (Minns )
TREAD WIDTH 09" alinirrasO, II" M nilsr V V VCOVV erecter than 10
RISER HEIGHT BE (Maximum) 1 ; ;Vzi,..._ coo (Ades ei cat. than IS
HEADROOM 80 ( Mnimum)
HANDRAIL HEIGHT WE to 38 above nosing
6. 14881§81881 MiNglIg8E8 CONS AS TO PROHIBIT PASSING A 4•
DIAMETER SPHERE THROUGH ANY OPERRY.
1. GUARDRAILS SHALL BE A MINIMUM OF 36 ABOVE FNIw FLOOR
S GUARDRAIL INTERMEDIATE MEMBERS SHALL BE CCPFIGURE D AS TO FROaBIT PASSING A 4
DIAMETER CPHER= THROUGH ANY OFENN&
GI.AZSY SPIRE
I. ALL rl ATMs TO BE (2) PANE INSULATED BASS OR ttcl MEN ltSi..ESS NOTED Oil LSSE
2. SLIDING DOORS TO BE SAFETY GLASS, LAMINATED ra AE, OR TEND GLASS.
3. SHOWER DOORS AND ENCLOSURES TO BE SAFETY GLASS, LAt'RJATE" P GLASS, OR TEMPERED
4. REFER TO WINDOW SCI -EDUCE FOR ADDITIONAL REQUI EMEN(FS
BATHROOM NOTES
L WALL COVERINGS IN SHOWERS TO BE MOISTURE RESISTANT MATERIAL TO lY (Mnfem) ABOVE
DRAIN INLET.
2. TOILET TO HAVE CLEAR SPACE CF 30 ODE (Anna& AND 24• CLEAR Minims) IN FRONT CF
STOOL
ABBREVIATION LIST
AB
ABV
AC
ACT
ADDT
ADJ
APT
AGG
ALT
ALUM
APPR
ARCH
ASPH
BD
BEL
BLDG
ELK.
BM
BO
BOF
BOT
BOW
BR's
BSMT
GTE
BUSS
BUR
CAB
CAP
CAN
CB
GIP
CJ
CL
CLG
CLKG
CLR
CMN
CNTR
CO
COL
CONC
CONST
CONY
CCNTR
CPT
CRY
CSMT
CT
CY
D
D
DAM
DEL
DCtl
DIA
DIAG
DIM
DR
DR
DS
DTL
DW
DI's
DER
EA
EJ
EL
ELEC
EWES
ENCL
DIG
EQ
EQUIP
BU
EXIST
EXT
FIB
FD
FF
FIN
FLASH
FLR
FLUOR
END
ROC
FOF
FOE
FRMG
FT
FIG
GA
GAL
GALV
GFI
GL
GLB
GR
BUG
GYP
HIS
SC
HD
HDR
HDUA
SPUR
HGR
HORS
HR
HT
HUT
ID
IDS
IN
INSStIL
INT
WIZDSTRCII
ANCHOR BOLT
ABOVE
AIR CONDITIONING
ACOUSTICAL TILE
ADDITIONAL
ADJUSTABLE
ABOVE FINISH FLOOR
AGGREGATE
ALTERNATE
ALUMINUM
APPROXIMATE
ARCHITECT /ARCHITECTURAL
ASPHALT
BOARD
BELOW
BUILDING
BLOCKING
BEAM
BY OTHERS
BOTTOM OF FOOTING
BOTTOM
BOTTOM CF WALL
BEARING
BASEMENT
BURY THE BODIES
BETWEEN
BUILT UP ROOFING
CABINET
CAPACITY
CABLE TELEVISION
CATCH BASN
CAST N PLACE
CONTROL JOINT
CENTER LINE
CEILING
CAULKING
CLEAR
CONCRETE MASONRY UNIT
CENTER
CLEAN OUT
COLUMN
CONCRETE
CONSTRICTION
CONTINUOUS
CONTRACTOR
CARPET
CONTINUOUS RIDGE VENT
CASEMENT
CERAMIC TILE
CUBIC YARD
PENNY
DEEP
DRYER
PONT ASK FOR DETAIL
DOUBLE
DORT CALL US
DIAMETER
DIAGONAL
DIMENSION
DOWN
DOOR
DOWNSPOUT (EXTERIOR)
DETAIL
DISHWASHER
DRAWING
DRAWER
EAST
EACH
EXPANSION JOINT
ELEVATION
ELECTRIC
ELEVATION
ENCLOSURE
ENGINEER
EQUAL
EQUIPMENT
EACH WAY
EXISTING
EXTERIOR
FLAT BAR
FLOOR DRAIN
FINISH FLOOR
FINISH
FLASHING
FLOOR
FLUORESCENT
FOUNDATION
FACE OF CONCRETE
FACE OF FINISH
FACE OF STUD
FRAMING
FOOT/FEET
TOTING
GAUGE
GALLON
GALVANIZED
GROUND FAULT INTERRUPTER
GLASS
GLU.LAMINATED BEAM
GRADE
GYPSUM WALL BOARD
GYPSUM
HEIGHT
HOSE BIBS
HOLLOW CORE
HEAVY DUTY
HEADER
HARDWOOD
HARDWARE
HANGER
HORIZONTAL
HOUR
HEIGHT
HOT WATER TANK
INSIDE DIAMETER
INTERIOR DOWNSPOUT
INCH
INSULATION
INTERIOR
J
etafe-
tcraria+
LOCATION MAP Np .a BaAE
JST
JT
KD
LAM
LB
LF
LH
LL
LT
LTG
MATL
MAX
MB
MC
MECH
MEMB
MFR
MILP
MIN
MIR
MSC
MTL
NA
NIC
NO
NOM
NTS
O/
OBSC
OC
OD
OD
OH
OPNG
OPP
PBD
PEN
PER.
PH
PL
PL
PLAN
PLYUD
POL
PR
PSF
PSI
PT
PTD
QT
OTT
R
R
RD
REF
REEINF
READ
RH
RJ
RT
RO
RV
S
5B
SB
SC
SCHED
SF
5HMTL
SWING
SIM
SPECS
SQ
55
55 STL
STD
STL
STOR
STRUC
SV
ST1T
TEL
TEMP
TEMP
T■G
THK
TO
TOP
TOS
TOW
TV
TW
TYP
UBC
ISO
VCT
VER
VERT
VG
-
WW
W/O
WD
WP
Wn
WS
UUT
JOIST
JOINT
KILN DRIED
LAMINATED
POUNDS
LINEAL FOOT
LEFT HAND
LIVE LOAD
LIGHT
LIGHTING
MATERIAL
MAXIMUM
MACHINE BOLT
MEDICINE CABINET
MECHANICAL
MEMBRANE
MANUFACTURER
MAKE IT LOOK PRETTY
MINIMUM
MIRROR
MISCELLANEOUS
METAL
NORTH
NOT APPLICABLE
NOT IN CONTRACT
NUMBER
NOMINAL
NOT TO SCALE
OVER
OBSCURE
ON CENTER
OUTSIDE DIAMETER
OVERFLOW DRAIN
OVERHEAD
OPENING
OPPOSITE
PARTICLE BOARD
PERFORATED
PERPENDICULAR
PAPER HOLDER
PLATE
PROPERTY LINE
PLASTIC LAMINATE
PLYWOOD
POLISHED
PAIR
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PRESSURE TREATED
PANTED
QUARRY TILE
QUANTITY
RADIUS
RISER
ROOF DRAIN
REFRIGERATOR
REINFORCING
REQUIRED
RIGHT HAND
ROOF JACK/VENT
ROOM
ROUGH OPENING
RIDGE VENT
SOUTH
SETBACK
SAND BLAST
SOLID CORE
SCHEDULE
SQUARE FOOT
SHEET METAL
SHEATHING
SIMILAR
SPECIFICATIONS
SQUARE
STAINLESS
STAINLESS STEEL
STANDARD
STEEL
STORAGE
STRUCTURAL
SOFFIT VENT
SYMBOL
TREAD
TELEPHONE
TEMPERED
TEMPERATURE
TONGUE AND GROOVE
THICK
TOP OF
TOP OF PLATE
TOP CP SLAB
TOP OF WALL
TELEVISION
TRAIN WRECK
TYPICAL
UNIFORM BUILDING CODE
UNLESS NOTED OTHERWISE
VINYL COMPOSITION TILE
VERIFY
VERTICAL
VERTICAL GRAIN
WEST
WATT
WIDTH
WITH
WITHOUT
WOOD
WATERPROOF
WATER RESISTANT
WOOD SCREW
WEIGHT
UM WELDED WIRE MESH
YD YARD
YM YOUR MOTHER
Ja PEMEY
Date
Permit No
ALL DRAWINGS, SPECIFICATIONS,
PLANS, IDEAS, ARRANGEMENTS, AND
DESIGNS REPRESENTED OR
REFERRED TO ARE THE PROPERTY
OF AND OWNED BY LM DESIGNS
WHETHER THE PROJECT FOR WHICH
THEY ARE MADE IS EXECUTED OR
NOT. THEY WERE CREATED,
EVOLVED, DEVELOPED AND
PRODUCED FOR THE SOLE USE ON
AND IN CONNECTION WITH THIS
PROJECT AND NONE OF THE ABOVE
MAY BE DISCLOSED OR GIVEN TO
OR USED BY ANY PERSON, FIRM,
OR CORPORATION FOR ANY USE OR
PURPOSE WHATSOEVER INCLUDING
ANY OTHER PROJECT, EXCEPT UPON
WRITTEN PERMISSION OF LM
DESIGNS.
COPYRIGHT 2000
Y -
IMPORTANT
All cost increases for any
reason must be authorized by
the Owners prior to
commencing the work requiring
the cost increase.
Any unauthorized cost
increases will be the direct
responsibility of the person
performing the work.
The Architect is NOT authorized
to approve any cost increases.
DESIGN LM
DRAWN LM
CHECKED (CHECKER)
DATE (DATED
( DATE2)
(DATES)
( DATE4)
(DATES)
(DATES)
LM DESIGNS
218 MAIN STREET SUITE 303, .
KIRKLAND, WASHINGTON 98033
425 681 2008 PHONE • - F;
206 448 1337 FAX
Gl�I ZO U l
FILE COPY
I understand that the Pion Check approvals are
subject to errors and omissions and approval of
plans does not authorize the violation Ti any
adopted code cr ordinance. Receipt' of coB
tractor's copy ci approved plans acknowledged.
�SC'
GENERAL NOTES
milimssimmomma
A0
SHEET
RECIVED
CITY E
OF TUKWID`
PERMIT CENTER
i SEPARATE PERMIT
REQUIRED FOR:
MECHANICAL
BIT OF HAWA I tELECS;NC L
SOUTH CENTER MALL
SPADE $ -Z r GAS PIPING
7Z
0-1' ! CITY OF TUKWILA
G \D p BUILDING DIVISION
,,.n
Dzocx' azs
INTERIOR DOOR SCHEDULE
SYMBOL
LOCATION
ROOM
DIAGRAM
TYPE
I SIZE
FINISH
U
REMARKS
lO
EXISTING
-
NA
ROLL -000/
NA
NA
NA
EXISTING
WINDOW SCHEDULE:
SYMBOL
LOCATION
ROOM
DIAGRAM
TYPE
SIZE
FINISH
U
REMARKS
O -
-
I
-
11'- 6 "XT- 10 " -VER
leAl
rr
Baa•Esae
NEW
1/2" CLEAR GLAZING
ALL !sL Z* E
II'-6"
4 EQ. PANELS
0
/ EXISTING GRID
SOFFIT
O INTERIOR ELEVATION
Scale 1/4" = I' -
CULTURED
STONE
EXIST. ROLL -ON
GRILLE
EXIST. J - 13OX -- . - 4
TO REMAIN
EXIST. SOFFIT
EXIST. GRILL
EXIST. TRACK
EXIT SUSPENDED
GRID
EXIST. SPRINKLER
READ
14 3/4
IVER
,
4 -0° Y REMOVE ALT. e ,
FIELD VERIFY I WITH GRASS "=UT" M ^_RUUL
PAINT GRIDS e TRACKS TO Mal, !-
ALIGN
EXIST. TRACK
EXIST. J - BOX
2' -6" 2, -O•' TO REMAIN -
EXIST EXIST.
O I
REFLECTED CEILGIN PLAN
Scale I/4" = I' -0"
O 3
EXTERIOR ELEVATION
Scale V4" = P -0"
FIELD
O INTERIOR ELEVATION
6 Scale V4" = I' -0"
lEXISC TRACK
EXIST
XS�I
0
L —__
Ir - --
I A CF ILDW. E E E 1
P. LAM.
CABINET d
COUNTER
TOP
Scale V4" = I' -0"
FLOOR PLAN
,® Scale I/4" = I' -0"
EXIST GRID
EXIST. SOFFIT
CULTURED
STONE
O INTERIOR ELEVATION
DNOOO -3
FIELD VERIFY
18 3/4'• ALIGN
y -6 ° )• COUNTER WI
VERI STOR BELOW
Oj I EXIST.
SOFFIT
MALL I
STD. TILE I STONE
I / I
EXIST. DISPLAY
- ilKl I CASE, REMOVE
X SCONCE 4 DASHED WALLS
I -
I I
EXIST. EXIST.
O EXTERIOR ELEVATION
Scale I/4" = I' -0"
FIELD VERIFY
I SLATWALLI I
IL --
' � 2.-10 jl -6°
COUNTER 1 a I
,
I REGISTER!
[DISPLAY I DISPLAY_
I/ -5"
CULTURED STONE CULTURED STONE TILE
LANDLORD NEUTRAL PIER
BAMBO
SCREEN
CULTURED
STONE
EXIST. GRID
EXIST. SOFFIT
0 8
INTERIOR ELEVATION
Scale I/4" = 1' -0"
COUNTER W/
STOR BELOW
DEMO
WALLS. TYP.
ALIGN W/
SOFFIT ABOVE
P. LAM.
CABINET
COUNTER
TOP
INV I. IHGI WLRt I.KtH I GU,
EVOLVED. DEVELOPED AND
PRODUCED FOR THE SOLE USE ON
AND IN CONNECTION WITH THIS
PROJECT AND NONE OF THE ABOVE
MAY BE DISCLOSED OR GIVEN TO
OR USED BY ANY PERSON, FIRM,
OR CORPORATION FOR ANY USE OR
PURPOSE WHATSOEVER INCLUDING
ANY OTHER PROJECT, EXCEPT UPON
WRITTEN PERMISSION OF LM
DESIGNS.
COPYRIGHT 2000
IMPORTANT
All cost increases for any
reason must be authorized by
the Owners prior to
commencing the work requiring
the cost increase.
Any unauthorized cost
increases will be the direct
responsibility of the person
performing the work.
The Architect is NOT authorized
to approve any cost increases.
DESIGN LM
DRAWN LM
CHECKED
DATE 10.12000
LM DESIGNS
218 MAIN STREET SUITE 303
KIRKLAND, WASHINGTON 98033
425 681 2008 PHONE
BIT OF HAWAII
SOUTH CENTER MALL
SPACE 6 -232
AI
CITY O`ETUKWILA
PERMIT CENTER
FLOOR PLAN,
REFLECTED CLG
PLAN 4
ELEVATIONS
molialemio
SHEET
MOIMMEMINIMEIMMI
_
� ®!
I
rte.
s
M.
ir
1—e
NEW
12" CLE I 2
GLAZING
EXIST.
1 =■
DISPLAY
leAl
rr
Baa•Esae
NEW
1/2" CLEAR GLAZING
ALL !sL Z* E
II'-6"
4 EQ. PANELS
0
/ EXISTING GRID
SOFFIT
O INTERIOR ELEVATION
Scale 1/4" = I' -
CULTURED
STONE
EXIST. ROLL -ON
GRILLE
EXIST. J - 13OX -- . - 4
TO REMAIN
EXIST. SOFFIT
EXIST. GRILL
EXIST. TRACK
EXIT SUSPENDED
GRID
EXIST. SPRINKLER
READ
14 3/4
IVER
,
4 -0° Y REMOVE ALT. e ,
FIELD VERIFY I WITH GRASS "=UT" M ^_RUUL
PAINT GRIDS e TRACKS TO Mal, !-
ALIGN
EXIST. TRACK
EXIST. J - BOX
2' -6" 2, -O•' TO REMAIN -
EXIST EXIST.
O I
REFLECTED CEILGIN PLAN
Scale I/4" = I' -0"
O 3
EXTERIOR ELEVATION
Scale V4" = P -0"
FIELD
O INTERIOR ELEVATION
6 Scale V4" = I' -0"
lEXISC TRACK
EXIST
XS�I
0
L —__
Ir - --
I A CF ILDW. E E E 1
P. LAM.
CABINET d
COUNTER
TOP
Scale V4" = I' -0"
FLOOR PLAN
,® Scale I/4" = I' -0"
EXIST GRID
EXIST. SOFFIT
CULTURED
STONE
O INTERIOR ELEVATION
DNOOO -3
FIELD VERIFY
18 3/4'• ALIGN
y -6 ° )• COUNTER WI
VERI STOR BELOW
Oj I EXIST.
SOFFIT
MALL I
STD. TILE I STONE
I / I
EXIST. DISPLAY
- ilKl I CASE, REMOVE
X SCONCE 4 DASHED WALLS
I -
I I
EXIST. EXIST.
O EXTERIOR ELEVATION
Scale I/4" = I' -0"
FIELD VERIFY
I SLATWALLI I
IL --
' � 2.-10 jl -6°
COUNTER 1 a I
,
I REGISTER!
[DISPLAY I DISPLAY_
I/ -5"
CULTURED STONE CULTURED STONE TILE
LANDLORD NEUTRAL PIER
BAMBO
SCREEN
CULTURED
STONE
EXIST. GRID
EXIST. SOFFIT
0 8
INTERIOR ELEVATION
Scale I/4" = 1' -0"
COUNTER W/
STOR BELOW
DEMO
WALLS. TYP.
ALIGN W/
SOFFIT ABOVE
P. LAM.
CABINET
COUNTER
TOP
INV I. IHGI WLRt I.KtH I GU,
EVOLVED. DEVELOPED AND
PRODUCED FOR THE SOLE USE ON
AND IN CONNECTION WITH THIS
PROJECT AND NONE OF THE ABOVE
MAY BE DISCLOSED OR GIVEN TO
OR USED BY ANY PERSON, FIRM,
OR CORPORATION FOR ANY USE OR
PURPOSE WHATSOEVER INCLUDING
ANY OTHER PROJECT, EXCEPT UPON
WRITTEN PERMISSION OF LM
DESIGNS.
COPYRIGHT 2000
IMPORTANT
All cost increases for any
reason must be authorized by
the Owners prior to
commencing the work requiring
the cost increase.
Any unauthorized cost
increases will be the direct
responsibility of the person
performing the work.
The Architect is NOT authorized
to approve any cost increases.
DESIGN LM
DRAWN LM
CHECKED
DATE 10.12000
LM DESIGNS
218 MAIN STREET SUITE 303
KIRKLAND, WASHINGTON 98033
425 681 2008 PHONE
BIT OF HAWAII
SOUTH CENTER MALL
SPACE 6 -232
AI
CITY O`ETUKWILA
PERMIT CENTER
FLOOR PLAN,
REFLECTED CLG
PLAN 4
ELEVATIONS
molialemio
SHEET
MOIMMEMINIMEIMMI