Timberland Yelm Permit Set 25_06-021. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FULLY AWARE OF ANY AND
ALL CONDITIONS RELATED TO THE SITE AND EXISTING BUILDING CONDITIONS THAT MAY
AFFECT THE COST OR SCHEDULING OF CONSTRUCTION ACTIVITIES, PRIOR TO
SUBMITTING A BID. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT
THE JOB SITE INCLUDING THOSE SHOWN ON RECORD DRAWINGS, AND CONDITIONS
RELATED TO THE LOCATION OF EXISTING UTILITIES AND SERVICES BEFORE
COMMENCING WORK AND BE RESPONSIBLE FOR THE ABOVE. ALL DISCREPANCIES
SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY.
2. DO NOT SCALE DRAWINGS OR DETAILS -- USE GIVEN DIMENSIONS. CHECK DETAILS FOR
LOCATION OF ALL ITEMS NOT DIMENSIONED ON PLANS. DIMENSIONS ON PLANS ARE TO
FACE OF EXISTING FINISHES, FACE OF NEW STUDS, DOOR AND WINDOW OPENINGS,
GRIDLINE OR CENTERLINE. U.N.O. NEW DOORS AND CASED OPENINGS WITHOUT
DIMENSIONS ARE TO BE (4.5") FROM FACE OF ADJACENT WALL ON THE HINGE SIDE OF
DOOR.
3. NEW DOORS AND CASED OPENINGS WITHOUT DIMENSIONS ARE TO BE (4.5'') FROM FACE
OF ADJACENT FINISHED WALL ON THE HINGE SIDE OF DOOR.
4. THE DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE
CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO
DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO
REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER.
5. BUILDING SYSTEMS AND COMPONENTS NOT SPECIFICALLY DETAILED SHALL BE
INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. NOTIFY THE ARCHITECT OF
ANY RESULTING CONFLICTS.
6. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES. IN
CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARDS OF INSTALLATION OR
THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE
LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. CONFORM TO
AGENCY INSPECTOR'S COMMENTS AND CORRECTIONS. NOTIFY THE ARCHITECT OF ALL
CONFLICTS IMMEDIATELY & BEFORE PROCEEDING, AND ESPECIALLY IF INSPECTOR'S
REQUIREMENTS CHANGE OR ADD TO APPROVED PLANS AND CONTRACT DOCUMENTS.
7. COORDINATE ALL OPERATIONS SUCH AS AREAS USED FOR MATERIAL STORAGE,
PARKING, ACCESS TO AND FROM WORK AND TIMING OF WORK WITH THE ARCHITECT
AND OWNER.
8. SOME ITEMS OR SYSTEMS INCLUDED IN THE CONSTRUCTION DOCUMENTS ARE TO BE
"BIDDER DESIGNED" OR ARE PROVIDED BY OTHERS. THE ARCHITECT AND CONSULTING
ENGINEERS WILL REVIEW ALL BIDDER DESIGN SUBMITTALS AND WILL DETERMINE IF THE
SUBMITTAL IS IN CONFORMANCE WITH THE GENERAL DESIGN CONCEPT. THIS REVIEW
DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO CONFORM TO THE
REQUIREMENTS OF ALL CODES AND THE CONSTRUCTION DOCUMENTS. THE
CONTRACTOR SHALL COORDINATE THE PLACEMENT OF BIDDER DESIGNED ITEMS WITH
THE STRUCTURAL SYSTEM AND FRAMING. CONFLICTS SHALL BE BROUGHT TO THE
ARCHITECTS ATTENTION PRIOR TO BID AND THE REQUIRED MODIFICATIONS INCLUDED
IN THE BID PRICE.
9. CONCEPTUAL BIDDER DESIGN INFORMATION IS INCLUDED THROUGHOUT THE
ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR
TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE INSTALLATION OF THEIR
WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND ANY
CONSULTING ENGINEER(S) OR OTHER SUPPLEMENTARY DRAWINGS SHALL BE BROUGHT
TO THE ARCHITECT'S ATTENTION BY WRITTEN NOTIFICATION FOR CLARIFICATION. ANY
WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE
CORRECTED BY THE CONTRACTOR AT HIS/HER OWN EXPENSE AND AT NO EXPENSE TO
THE OWNER OR ARCHITECT.
10. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL AND LOCAL
GLAZING STANDARDS AND THE GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR
ADHERENCE TO THESE REQUIREMENTS. IF THE GLAZING SUBCONTRACTOR FINDS
ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARDS, HE/SHE
SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE
PROCEEDING. NO CLAIMS FOR EXTRAS FOR COMPLYING WITH THE STANDARDS WILL BE
ENTERTAINED REGARDLESS OF THE CONTENT OF THE DRAWINGS AND SPECIFICATIONS.
11. NEW CEILINGS AND EXISTING SUSPENSION SYSTEMS SHALL BE STABILIZED AGAINST
LATERAL SEISMIC MOVEMENT IN ACCORDANCE WITH CODE REQUIREMENTS. PROVIDE
LIGHTING TIE WIRES PER CODE.
12. CONCEAL TO THE GREATEST EXTENT POSSIBLE PIPE, CONDUITS, DUCTS, VENTS, ETC.
ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS NOTED AS
EXPOSED CONSTRUCTION IN DRAWINGS. OFFSET STUDS WHERE REQUIRED SO THAT
FINISHED WALL SURFACES WILL BE FLUSH. PAINT OR FINISH ALL EXPOSED EQUIPMENT &
ELEMENTS.
13. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR STRUCTURE AND
STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN
ACCORDANCE WITH THE PLANS.
14. ALL WOOD FRAMING DETAILS AND CONNECTIONS (SHOWN AND NOT SHOWN) SHALL BE
CONSTRUCTED TO CODE STANDARDS. ALL LIGHT GAUGE METAL STUDS AND FRAMING
(SHOWN AND NOT SHOWN) SHALL BE INSTALLED PER THE STANDARDS AND DETAILS
PUBLISHED BY THE STEEL STUD MANUFACTURER'S ASSOCIATION.
15. ALL WOOD IN DIRECT CONTACT WITH CONCRETE, OR EXPOSED TO WEATHER, OR
GIRDERS LESS THAN 18" FROM GRADE SHALL BE PRESSURE TREATED WITH AN
APPROVED PRESERVATIVE & SHALL BE IDENTIFIED WITH THE STAMP OF THE AMERICAN
WOOD PRESERVERS INSTITUTE. USE BUILDING PAPER @ JOIST ENDS TO PREVENT
CONTACT WITH CONCRETE.
16. FIRE BLOCKING SHALL BE PROVIDED AT MID-HEIGHT OF ALL STUD WALLS AND
PARTITIONS OVER 10 FT. IN HEIGHT, AT THE CEILING AND FLOOR LEVELS, AT ALL
INTERCONNECTIONS BETWEEN VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT
SOFFITS, DROP CEILINGS AND COVE CEILINGS, AND AT 10 FT INTERVALS AS REQUIRED.
ACOUSTICAL
ALUMINUM CLAD WOOD
AREA DRAIN
ABOVE FINISHED FLOOR
AUTHORITY HAVING JURISDICTION
AGGREGATE
ALUMINUM
ALUMINUM
ARCHITECTURAL
ASBESTOS
ASPHALT
BOARD
BUILDING
BLOCKING
BEAM
BOTTOM OF
BOTTOM
CATCH BASIN
CORNER GUARD
CEILING
CAULKING
CLOSET
CLEAR
CONCRETE MASONRY UNIT
COLUMN
CONCRETE
CONTINUOUS
COMPRESSION
CRAWL SPACE
DOUBLE
DETAIL
DRINKING FOUNTAIN
DIAMETER
DIMENSION
DISPENSERS
DOWN
DOOR
DOWNSPOUT
DRAWING
EACH
EXPANSION JOINT
ELEVATION
ELECTRICAL
EMERGENCY
ELECTRICAL PANELBOARD
EQUAL
EQUIPMENT
EXISTING
EXISTING
EXPOSED
EXTERIOR
EXT. INSUL. FINISH SYSTEM
FOUNDATION
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FINISH FLOOR
FIRE HOSE
FINISH
FLOOR
FLASHING
FLUORESCENT
FACE OF
FACE OF CONCRETE
FACE OF FINISH
FURNISHED BY OWNER AND
INSTALLED BY CONTRACTOR
FURNISHED BY OWNER AND
INSTALLED BY OWNER
FACE OF STUDS
FACE OF WALL
FIREPROOF
FIRE RETARDANT TREATED
FLOOR SINK
FOOT OR FEET
FOOTING
FURRING
GAUGE
GALVANIZED
GLASS
GLAZED/GLAZING
GLUE LAM BEAM
GYPSUM SHEATHING BOARD
GYPSUM WALL BOARD
GYPSUM
H.B.
H.C.
HDWD.
H.M.
HORIZ.
HR.
HGT., HT.
H.W.H.
I.B.C.
INSUL.
INT.,INTER.
JAN.
LAM.
LH
MAX.
MECH.
MTL.
MFR.
MH.
MIN.
MIR.
MISC.
N.I.C.
NO., #
N.T.S.
O/
O.C.
OFD
O.H.
PERF.
P.LAM.
PLWD.
PR.
P.T.
PTD.
P.T.D.
QUAN.
R
RAD.
R.D.
REF.
REINF.
REQ.
RH
RM.
R.O.
S.A.M.
S.C./SC
SF , S.F.
SH.
SHEATH.
SHLF.
SIM.
SPEC.
SQ.
ST
STD.
STL.
STOR.
STRUCT.
SUSP.
T
TEMP.
T.S.
T.P.H.
TYP.
U.N.O.
V.B.
W.C.
WD.
W/
W/O
WP.
W.R.B.
WSCT.
ACOUS.
ACW
A.D.
A.F.F.
A.H.J.
AGGR.
AL
ALUM.
ARCH.
ASB.
ASPH.
BD.
BLDG.
BLKG.
BM.
B.O.
BOT.
C.B.
CG
CLG.
CLKG.
CL.
CLR.
C.M.U.
COL.
CONC.
CONT.
CPRSN.
C.S.
DBL.
DTL., DET.
D.F.
DIA.
DIM.
DISP.
DN
DR
DS.
DWG.
EA.
E.J.
EL., ELEV.
ELECT.
EMER.
E.P.
EQ.
EQPT.
(E), E.
EXIST.
EXPO.
EXT.
E.I.F.S.
FDN.
F.E.
F.E.C.
F.F.
F.H.
FIN.
FL.
FLASH.
FLUOR.
F.O.
F.O.C.
F.O.F.
F.O.I.C.
F.O.I.O.
F.O.S.
F.O.W.
FPRF.
F.R.T.
F.S.
FT.
FTG.
FURR.
GA.
GALV.
GLS
GL
G.L.B.
G.S.B.
GWB
GYP
HOSE BIB
HOLLOW CORE
HARDWOOD
HOLLOW METAL
HORIZONTAL
HOUR
HEIGHT
HOT WATER HEATER
INTERNATIONAL BUILDING CODE
INSULATION
INTERIOR
JANITOR
LAMINATE
LEFT HAND
MAXIMUM
MECHANICAL
METAL
MANUFACTURER
MANHOLE
MINIMUM
MIRROR
MISCELLANEOUS
NOT IN CONTRACT
NUMBER
NOT TO SCALE
OVER
ON CENTER
OVER FLOW DRAIN
OVER HEAD
PERFORATED
PLASTIC LAMINATE
PLYWOOD
PAIR
PRESSURE TREATED
PAINT
PAPER TOWEL DISPENSER
QUANTITY
RISERS
RADIUS
ROOF DRAIN
REFRIGERATOR
REINFORCED, REINFORCING
REQUIRED
RIGHT HAND
ROOM
ROUGH OPENING
SELF ADHERED MEMBRANE
SOLID CORE
SQUARE FEET
SHEET
SHEATHING
SHELF
SIMILAR
SPECIFICATION
SQUARE
STAIN/STAINED
STANDARD
STEEL
STORAGE
STRUCTURAL
SUSPENDED
TREADS
TEMPERED
TUBE STEEL
TOILET PAPER HOLDER
TYPICAL
UNLESS NOTED OTHERWISE
VAPOR BARRIER
WATER CLOSET
WOOD
WITH
WITHOUT
WATERPROOF OR
WATERPROOFING
WATER RESISTANT BARRIER
WAINSCOT
SITE
LOCATION
0
A
ELEVATION
MARK
MATCH LINE
INTERIOR
ELEVATION
EXTERIOR
ELEVATION
REVISION
MARK
CENTERLINE
NEW &
EXISTING
CONTOURS
CUT LINE
NEW
EXISTING
1
1
A8.3
1
A1.0
1
A8.3
1
A8.3
1
A1.0
A3.0
1
A5.0
1
2
A
GRIDLINE
WALL
SECTION
BUILDING
SECTION
DETAIL
DETAIL
WINDOW
MARKER
PARTITION
TYPE
DOOR
NUMBER
PLUMBING
FIXTURE
TAG
A
4
EXISTING BRANCH
S O U T H 1 S T S T R E E T
E Y
E
L
M
A
V
E
N
16 PARKING
STALLS
0 10 20 40
SCALE: 1" = 40'-0"
ZONING CLASSIFICATION:
ADJACENT LAND USE:
OVERLAYS:
MAX BLDG HEIGHT:
(TABLE 504.3)
PARKING REQUIRED:
(TABLE 18.54.030)
PARKING PROVIDED:
CENTRAL BUSINESS DISTRICT
NORTH: CENTRAL BUSINESS DISTRICT
SOUTH: CENTRAL BUSINESS DISTRICT
EAST: CENTRAL BUSINESS DISTRICT
WEST: CENTRAL BUSINESS DISTRICT
N/A
40'-0"
1 PER 300SF = 2,469/300 = 8.23 = 9 STALLS
16 STALLS (1 ADA)
N
ABBREVIATIONS GENERAL NOTES
ZONING CODE DATA VICINITY MAP DRAWING INDEX
SYMBOLS DIRECTORY
SEPARATE OR DEFERRED PERMITS
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED EXCEPT FOR
THE BUILDING PERMIT. THESE MAY INCLUDE BUT MAY NOT BE LIMITED TO:
• ELECTRICAL
• PLUMBING
PROJECT DESCRIPTION
TENANT IMPROVEMENT OF EXISTING SPACE.
INTERIOR WORK TO INCLUDE INSTALLATION OF NON-STRUCTURAL WALLS, FINISHES AND
FIXTURES.
LEGAL DESCRIPTION
MCKENZIES L 1 & 2 B 2 TGWW PTN VAC ST ADJ ORD #118
OWNER
624 SIMPSON AVE
HOQUIAM, WA, 98550
P: (360) 533-4747
CONTACT: JONATHAN FISCHER
E: JAFISCHER@TIMBERLANDBANK.COM
LOCAL JURISDICTION
CITY OF YELM
106 2ND ST. SE
YELM, WA 98597
P: (206) 684-8600
APPLICANT/ARCHITECT
DRIFTMIER ARCHITECTS, P.S.
7983 LEARY WAY NE
REDMOND, WA 98052
P: (425) 881-7506
CONTACT: MICHAEL WINNICK
E: MICHAEL@DRIFTMIER.COM
PROJECT ADDRESS:
PARCEL NUMBER:
SITE AREA:
BUILDING AREA:
NUMBER OF STORIES:
BUILDING HEIGHT:
101 E YELM AVE, YELM, WA 98597
64400200100
11,982 SF (0.28 ACRES)
2,469 SF (GROSS)
1 STORY
+/- 24'-0'' (NO CHANGE)
PROJECT DATA
PROJECT DIRECTORY
ARCHITECTURAL SHEETS
REGISTERED
ARCHITECT
9480
Michael Christopher Winnick
STATE OF WASHINGTON
ISSUE DATE:
DRAWN BY:
PROJECT MANAGER:
SHEET NUMBER:
REVISION SCHEDULE
PROJECT NUMBER:
SHEET NAME:
ISSUE:
7983 LEARY WAY NE, REDMOND, WA 98052
(425) 881-7506 MAIL@DRIFTMIER.COM
6/
2
/
2
0
2
5
4
:
4
1
:
1
0
P
M
TI
M
B
E
R
L
A
N
D
B
A
N
K
Y
E
L
M
10
1
E
Y
E
L
M
A
V
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
MW
JP
06/02/2025
22419
A0.0
COVER SHEET
PERMIT SET
TIMBERLAND BANK
YELM
06/02/2025
PERMIT SET
101 E YELM AVE, YELM, WA 98597
BUILDING CODE DATA
APPLICABLE CODES:
BUILDING CODES:
ELECTRICAL CODE:
MECHANICAL CODE:
PLUMBING CODE:
FIRE CODE:
ENERGY CODE:
ACCESSIBILITY CODES:
OCCUPANCY GROUP (PER IBC 302):
CONSTRUCTION TYPE (PER IBC 602):
EXISTING HEIGHT:
TOTAL BUILDING AREA:
FIRE ALARM
SPRINKLER SYSTEM
EXITING:
OCCUPANT LOAD (PER TABLE 1004.5):
NO. OF EXITS REQD (PER TABLE 1006.2.1:
NO. EXITS PROVIDED:
EXIT WIDTH REQD.:
MAX EXIT ACCESS TRAVEL DISTANCE
(PER TABLE 1017.2):
MAX COMMON PATH OF TRAVEL
(PER TABLE 1006.2.1):
MAX DISTANCE OF TRAVEL ACTUAL:
PLUMBING FIXTURES
NUMBER OF TOILETS REQUIRED
(PER TABLE 2902.1):
NUMBER OF TOILETS PROVIDED:
DRINKING FOUNTAINS REQD:
DRINKING FOUNTAINS PROVIDED:
2018 WASHINGTON BUILDING CODE
(2018 IBC WITH AMENDMENTS)
2017 NATIONAL ELECTRICAL CODE
2018 INTERNATIONAL MECHANICAL CODE
2018 UNIFORM PLUMBING CODE
2018 INTERNATIONAL FIRE CODE
2018 WASHINGTON STATE ENERGY CODE
ICC A117.1-2017; 2010 ADA STANDARDS
B - BUSINESS
V-B
24'-0'' (NO CHANGE)
2,469 SF
NO
NO
19 OCCUPANTS (BUSINESS)
1
1
0.2 X 19 = 3.8''
200'-0''
100'-0'' FOR OCCUPANCY B
57'-8''
1
1
0 PER TABLE 2902.1 (LESS THAN 30 OCC.)
0
SHEET # SHEET NAMESHEET # SHEET NAME
A0.0 COVER SHEET
A0.1 CODE PLAN AND DEMO PLAN
A2.1 FLOOR PLAN
A2.2 REFLECTED CEILING PLAN
A5.0 INTERIOR ELEVATIONS
A5.1 SCHEDULES & DETAILS
A5.2 DETAILS
N
SCALE
1" = 40'-0"SITE PLAN 1
NO. TYPE REVISION DATE
CONTRACTOR
PO BOX 616
AUBURN, WA 98071
P: (253) 332-5823
CONTACT: ALEX KOVAL
E: CRAFTSMANSTRUCTURES@YAHOO.COM
T
T
X'-X" MAX TRAVEL DISTANCE
5
4'-
1
0
"
M
A
X
T
R
A
V
E
L
D
I
S
T
A
N
C
E
19
O
C
C
.
ND
REF.
150
1138 SF
8
FINANCIAL
AREA
150
110 SF
1
MANAGER
150
115 SF
1
BREAK ROOM
53 SF
T1
150
140 SF
1
VAULT
300
162 SF
1
STORAGE
300
45 SF
1
IT
300
23 SF
1
HVAC
150
37 SF
1
VIEWING
150
379 SF
3
OPEN OFFICE
300
40 SF
1
ELEC/JAN.
ROOM
SQ. FT.
XX XX
ROOM
IDENTIFICATION
AREA
OCCUPANT LOAD
OCCUPANT LOAD
FACTOR
DEMO WALL
DEMO PLUMBING
FIXTURES, VANITY,
RESTROOM ACCESSORIES,
AND FLOORING
DESK TO BE
REUSED,
RELOCATE PER
FLOOR PLAN
DESK TO BE REUSED, RELOCATE
PER FLOOR PLAN
REMOVE DESK
AND PARTITION
DEMO WINDOW AND
PORTION OF WALL,
PREP FOR NEW
STOREFRONT
DEMO PORTION OF
TELLERLINE DESK
DEMO CASEWORK, PATCH AND
REPAIR WALL AS NEEDED
DEMO LIGHT FIXTURE ABOVE VIEWING
COUNTER, RELOCATE PER RCP
DEMO WOOD TRIM CAP, PREP WALL
FOR NEW FRAMING
DEMO LIGHT FIXTURE
DEMO LIGHT FIXTURE
SALVAGE EXISTING
DOOR FOR REUSE IN
NEW BREAK ROOM
9"
3'
-
0
"
1'
-
2
"
3'
-
0
"
3'
-
9
"
11
'
-
8
"
1. THE CONTRACT FOR CONSTRUCTION CONTAINS ALL DEMOLITION WORK REQUIRED TO
PREPARE THE BUILDINGS AND SITE FOR THE CONTRACTED CONSTRUCTIONS WORK.
THE DEMOLITION DRAWINGS AND NOTES ARE PROVIDED TO OUTLINE THE GENERAL
SCOPE OF WORK ONLY. THE CONTRACTOR MUST VISIT THE SITE PRIOR TO BIDDING AND
DETERMINE THE FULL EXTENT OF THE WORK AND BE RESPONSIBLE FOR SAME.
2. THE CONTRACTOR IS TO VERIFY THE LOCATION OF ALL UTILITIES AND SERVICES TO THE
SITE PRIOR TO BEGINNING ANY DEMOLITION OR SITE IMPROVEMENTS.
3. VERIFY ALL EXISTING UTILITIES AND EQUIPMENT, RELOCATE EXISTING UTILITIES AS
REQUIRED FOR NEW WORK. NOTIFY OWNER & ARCHITECT OF CONFLICTS.
4. PROTECT ALL EXISTING CONSTRUCTION THAT IS TO REMAIN FROM DAMAGE DURING
DEMOLITION. BRACE AND SUPPORT ALL WORK UNTIL IT IS PROPERLY REMOVED OR
INCORPORATED INTO NEW CONSTRUCTION.
5. NO MATERIALS FROM THE DEMOLITION ARE TO BE STOCK PILED ON PLANTING AREAS
OR PUBLIC RIGHT-OF-WAYS. ALL RUBBISH AND PRODUCTS OF DEMOLITION ARE TO BE
REMOVED FROM THE SITE.
6. DO NOT CUT AND PATCH STRUCTURAL ELEMENTS IN A MANNER THAT COULD CHANGE
THEIR LOAD-CARRYING CAPACITY OR LOAD-DEFLECTION RATIO. THROUGH THE
ARCHITECT, VERIFY CUTTING AND PATCHING OF STRUCTURAL MEMBERS WITH
STRUCTURAL ENGINEER.
7. REMOVE, REPLACE, PATCH, AND REPAIR MATERIALS AND SURFACES CUT OR DAMAGED
DURING CUTTING AND PATCHING OPERATIONS, BY METHODS AND WITH MATERIALS SO
AS NOT TO VOID EXISTING WARRANTIES.
8. PROVIDE TEMPORARY SUPPORT OF WORK TO BE CUT.
9. ADJACENT PROPERTIES, STREETS AND WALKS ARE TO BE PROTECTED FROM DAMAGE
AT ALL TIMES.
10. ALL ITEMS THAT ARE DEMOLISHED OR REMOVED FROM THE SITE AND ARE NOT TO BE
SALVAGED OR REINCORPORATED INTO THE CONSTRUCTION BELONG TO THE
CONTRACTOR.
11. DURING THE COURSE OF WORK IF THE EXISTENCE OF HAZARDOUS MATERIALS IN THE
STRUCTURE OR BUILDING IS OBSERVED (OTHER THAN THAT CALLED OUT IN THE
HAZARDOUS MATERIALS SURVEY), THE CONTRACTOR SHALL PROMPTLY NOTIFY
OWNER AND ARCHITECT REGARDING REMOVAL OR ENCAPSULATION OF THE
HAZARDOUS MATERIAL AND CONTRACTOR SHALL NOT PERFORM ANY WORK
PERTINENT TO THE HAZARDOUS MATERIAL PRIOR TO RECEIPT OF SPECIAL
INSTRUCTIONS FROM OWNER THROUGH THE ARCHITECT.
12. REMOVE AND RELOCATE ALL ELECTRICAL, MECHANICAL AND PLUMBING WORK TO BE
REMOVED. PATCH THE FLOOR SLAB AS REQUIRED.
13. REMOVE ALL EXISTING FLOOR FINISHES.
14. REMOVE ALL EXISTING PLUMBING FIXTURES AS NOTED PER DEMO PLAN. SAWCUT
CONCRETE AND REMOVE FOR NEW UNDER SLAB PLUMBING AND UTILITY WORK.
15. REMOVE EXISTING FURNISHINGS, EQUIPMENT AND FIXTURES NOT REQUIRED FOR NEW
WORK. COORDINATE ITEMS TO BE KEPT BY OWNER.
SYMBOL OF ACCESSIBILITY
WOM
5/
8
"
M
I
N
T
O
2
"
M
A
X
CORRESPONGING
GRADE 2 BRAILLE
60" MAX
48" MIN
UPPER CASE CHARACTERS
RAISED 1/32"
INTERIOR SIGN NOTES:
1. ALL INTERIOR SIGNAGE SHALL CONFORM WITH ICC/ANSI A117/1-2009 AND CH. 11
OF THE IBC.
2. SEE SPECIFICATION SECTION 10 1400 - SIGNAGE FOR DETAILED INFORMATION ON
CHARACTER SPECIFICS.
3. SIGNAGE SHALL BE MOUNTED AT 48" A.F.F. TO THE BASELINE OF THE CHARACTER.
ACCESSIBLE SIGN NOTES:
1. SYMBOLS OF ACCESSIBILITY SHALL CONTRAST WITH THEIR BACKGROUNDS, WITH
EITHER A LIGHT SUMBOL ON A DARK BACKGROUND OR A DARK SYMBOL ON A
LIGHT BACKGROUND.
2. SYMBOLS OF ACCESSIBILITY AND THEIR BACKGROUNDS SHALL HAVE A
NONGLARE FINISH
3. RAISED CHARACTERS SHALL BE 48 INCHES MIN. ABOVE FLOOR, MEASURED TO
THE BASELINE OF THE LOWEST RAISED CHARACTER AND 60 INCHES MAX. ABOVE
THE FLOOR, MEASURED TO THE BASELINE OF THE HIGHEST RAISED CHARACTER.
4. THE SIGN SHALL BE ALONGSIDE THE DOOR AT THE LATCH SIDE.
5. SIGNS CONTAINING RAISED CHARACTERS AND BRAILLE SHALL BE LOCATED SO
THAT A CLEAR FLOOR AREA OF 18 INCHES MIN BY 18 INCHES MIN, CENTERED ON
THE RAISED CHARACTERS IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING
BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION.
ACCESSIBLE SIGN MOUNTING HEIGHT
ACCESSIBLE SIGNS
9" MIN
UNISEX
RESTROOM
6"
8 5/8"
RESTROOM SIGNS
REGISTERED
ARCHITECT
9480
Michael Christopher Winnick
STATE OF WASHINGTON
ISSUE DATE:
DRAWN BY:
PROJECT MANAGER:
SHEET NUMBER:
REVISION SCHEDULE
PROJECT NUMBER:
SHEET NAME:
ISSUE:
7983 LEARY WAY NE, REDMOND, WA 98052
(425) 881-7506 MAIL@DRIFTMIER.COM
6/
2
/
2
0
2
5
4
:
4
1
:
1
1
P
M
TI
M
B
E
R
L
A
N
D
B
A
N
K
Y
E
L
M
10
1
E
Y
E
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E
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22419
A0.1
CODE PLAN AND
DEMO PLAN
PERMIT SET
N
SCALE
1/8" = 1'-0"CODE PLAN 4
N
SCALE
N
PLAN TRUE
1/4" = 1'-0"DEMO PLAN 1
SCALE
N/ADEMO NOTES 2SCALE
N/AINT. SIGNAGE NOTES 16
NO. TYPE REVISION DATE
T
1. FURNITURE AND RECEPTION DESK ARE F.O.I.C.
2. PROVIDE FIRE EXTINGUISHERS AND CABINETS AS REQUIRED BY THE FIRE
MARSHALL. COORDINATE AND RECEIVE APPROVAL FROM ARCHITECT PRIOR TO
INSTALLATION. ANY NEW CABINETS WILL BE SEMI RECESSED.
3. VERIFY ALL EXISTING DIMENSIONS TO WALLS & COMPONENTS. DIMENSIONS
MAY OR MAY NOT REFLECT EXISTING CONDITIONS. BRING CONFLICTS &
VARIANCES TO THE ATTENTION OF ARCHITECT BEFORE PROCEEDING W/ NEW
CONSTRUCTION.
4. EXISTING WALLS TO RECEIVE NEW FINISHES AND PAINT TO MATCH NEW.
COORDINATE WITH OWNER.
5. EXISTING WALLS NOT MARKED WITH A WALL TAG MAY STILL REQUIRE NEW
WORK INCLUDING BUT NOT LIMITED TO: PATCHING OF EXISTING HOLES, NEW
GWB, NEW GWB DUE TO NEW CEILINGS OR CEILING REPAIR. EXISTING WALL
FACES INSIDE TENANT SPACE TO RECEIVE NEW PAINT.
6. ANY CONFLICTS BETWEEN NEW CONSTRUCTION AND/OR EXISTING FEATURES,
WHERE SHOWN DIMENSIONING WILL CAUSE ALTERATIONS TO MATERIALS OR
SPECIFIED PRODUCTS, MUST BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT PRIOR TO INSTALLATION OF NEW CONSTRUCTION.
7. PROVIDE SMOOTH FINISH, READY FOR NON TEXTURED PAINTING FOR ALL GWB
WORK.
A5.0 7
T1
8
SH-1
PL-1, P-1
IT
4
HVAC
10
VAULT
2
FINANCIAL AREA
1
STORAGE
3
D/U WINDOW
N/D
VIEWING
11
ELEC./JAN.
5
(E) WH
19'-6"REF.
7'-0"
V.I.F.
15'-11 1/8"
V.I.F.
7'-3"
9'-7"
V.I.F.
9'-1 5/8"
11'-4"
4'-2"2'-9"
CO
U
N
T
E
R
CLR
1'-0 1/2"
BREAK ROOM
7
SH-1
B-1
P-1
MANAGER
6
CPT-1
B-1
P-1
OPEN OFFICE
9
CPT-1
B-1
P-1
COUNTER
A5.0
15
A5.019
W1
3
W2
2
1
EXTEND PARTIAL HEIGHT WALL TO CEILING,
MATCH EXISTING BOARD AND BATTEN
PATTERN, PAINT TO MATCH EXISTING
(E) EP
(E
)
E
P
(E
)
E
P
(E) SERVICE
SINK
(E) EP
3
C1
A1
A1
A1
C1
4
8
SH-1 CPT-1
PATCH AND REPAIR
WALL AS NEEDED, PAINT
TO MATCH EXISTING
REFINISH END OF
EXISTING TELLER LINE
(E) DOOR
RELOCATED
EXTEND BOARD AND
BATTEN WALL PANEL
TO NEW WALL, PAINT
TO MATCH EXISTING
A5.012
(2) 2x4 POST
(2) 2x4 POST
LINE OF
SOFFIT ABOVE
4X10 #2 DF BEAM
EXISTING
NEW CONSTRUCTION
LEGEND
ROOM NAME
FINISH TAG LEGEND
FINANCIAL AREA
1
CPT-1
B-1
PT-2
ROOM NUMBER
FLOOR FINISH
BASE FINISH
WALL FINISH
REGISTERED
ARCHITECT
9480
Michael Christopher Winnick
STATE OF WASHINGTON
ISSUE DATE:
DRAWN BY:
PROJECT MANAGER:
SHEET NUMBER:
REVISION SCHEDULE
PROJECT NUMBER:
SHEET NAME:
ISSUE:
7983 LEARY WAY NE, REDMOND, WA 98052
(425) 881-7506 MAIL@DRIFTMIER.COM
6/
2
/
2
0
2
5
4
:
4
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:
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06/02/2025
22419
A2.1
FLOOR PLAN
PERMIT SET
SCALE
N/AFLOOR PLAN NOTES 20 N
SCALE
N
PLAN TRUE
1/4" = 1'-0"FLOOR PLAN 4
NO. TYPE REVISION DATE
1. CEILING FINISH AND MOUNTING HEIGHTS ARE DESIGNATED AS FOLLOWS:
2. CEILING HEIGHTS ARE TO FACE OF FINISH FOR SUSPENDED SYSTEMS AND FACE OF
STRUCTURAL FRAMING FOR DIRECT ATTACHED SYSTEMS.
3. FOR LIGHT FIXTURE SCHEDULE SEE A5.1
4. PAINT ALL EXPOSED SOFFITS, GWB AND FASTENERS. NO NAILS OR FASTENERS WILL BE
LEFT EXPOSED TO VIEW.
5. PROVIDE SMOKE DETECTORS AS REQUIRED PER CODE/AHJ.
6. COORDINATE WITH OWNER'S VENDOR FOR LIGHT FIXTURE SUPPLY.
10. ALL CEILING TO BE PROVIDED WITH ACOUSTICAL INSULATION ABOVE.
TYPE
HEIGHT
FINISH
RECESSED CAN LIGHT
RECESSED LED
WALL MOUNTED TOILET ROOM LIGHT
SUPPLY AIR DIFFUSER
RETURN AIR GRILL
EXHAUST FAN
EXIT SIGN - CEILING MOUNTED
EXIT SIGN - WALL MOUNTED
EQ
EQ
(E) FIXTURE RELOCATED
EXTEND GWB CEILING AS
NEEDED, PATCH AND REPAIR
EXISTING
EQ EQ
EQ
EQ
D-1
W-1
NEW EXAUST FAN
GWB
8'-6''
MATCH
EXISTING
(E) FIXTURES
TO REMAIN
GWB
8'-0''
MATCH
EXISTING
GWB
8'-0''
MATCH
EXISTING
NEW WALL UP TO CEILING
X1
NEW GWB SOFFIT
GWB
8'-0''
MATCH
EXISTING
EQ EQ
EQ
EQ
EQ
EQ EQ
EQ
EQ
EQ
L1
L1
L1
L1
EQ EQ
L1
PATCH AND REPAIR
CEILING AS NEEDED
PATCH AND REPAIR
CEILING AS NEEDED
(E) LIGHT FIXTURES
GWB
8'-0''
MATCH
EXISTING
L1
L1
L1 L1
L1
L1
OUTLINE OF (E)
BEAM ABOVE
V.I.F.
EQ
V.I.F.
5'-4"
V.I.F.
EQ
(E) T&G
VARIES
MATCH
EXISTING
ROOM
OPEN OFFICE
TOILET ROOM
MANAGER
BREAKROOM
TOTAL INTERIOR WATTS 366.78 221
SEE LIGHT FIXTURE SCHEDULE ON 16/A5.1 FOR PROPOSED WATTS.
INTERIOR LIGHTING CALC PER C405.4.2(2):
SF
379
53
110
115
WATTS/SF
.66
.63
.37
.37
WATTS
ALLOWED
250.14
33.39
40.7
42.55
WATTS
PROPOSED
37
36
74
74
1. PROVIDE LIGHTS ON EMERGENCY CIRCUITS AS REQUIRED BY CODE OR LOCAL
AUTHORITY. VERIFY LOCATIONS WITH ARCHITECT.
2. PROVIDE LIGHTS ON EMERGENCY CIRCUITS AS REQUIRED BY CODE OR LOCAL
AUTHORITY. VERIFY LOCATIONS WITH ARCHITECT. LIGHTS AT THE ENTRIES NEED TO
BE ON 24 HOURS.
3. PROVIDE EXIT PATHWAY LIGHTING: USE LIGHT FIXTURES ON BATTERY BACK UP OR
WALL PACKS PER CODE.
4. PROVIDE EXIT & EMERGENCY FIXTURES & NIGHT LIGHTS AS SHOWN AND AS
REQUIRED BY CODE / AHJ.
REGISTERED
ARCHITECT
9480
Michael Christopher Winnick
STATE OF WASHINGTON
ISSUE DATE:
DRAWN BY:
PROJECT MANAGER:
SHEET NUMBER:
REVISION SCHEDULE
PROJECT NUMBER:
SHEET NAME:
ISSUE:
7983 LEARY WAY NE, REDMOND, WA 98052
(425) 881-7506 MAIL@DRIFTMIER.COM
6/
2
/
2
0
2
5
4
:
4
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JP
06/02/2025
22419
A2.2
REFLECTED
CEILING PLAN
PERMIT SET
SCALE
N/ARCP NOTES 20
SCALE
1/4" = 1'-0"CEILING PLAN LEGEND 17
N
SCALE
N
PLAN TRUE
1/4" = 1'-0"REFLECTED CEILING PLAN 4SCALELIGHTING CALCS - INT. 16N/A
SCALE
N/ALIGHT FIXTURE NOTES 19
NO. TYPE REVISION DATE
NOTES:
1. FOR MATERIALS AND ROOM FINISH SCHEDULES REFER TO SHEET A6.0.
2. HORIZONTAL DIMENSIONING ON INTERIOR ELEVATIONS IS TO FACE OF FINISH ON
WALLS.
3. SANITARY NAPKIN DISPOSALS ARE NOT TO BE INSTALLED IF IN DESIGNATED MEN'S
TOILET ROOMS.
4. FOR TYPICAL ELEVATION MOUNTING HEIGHTS FOR RESTROOM FIXTURES SEE
5. ALL PANELS INSTALLED INTO PLAM ARE TO BE PAINTED TO CLOSELY MATCH PLAM.
6. FOR PLAM WAINSCOTING, INSTALL ALUMINUM TRANSITION STRIP AT TOP AND
BOTTOM SEAMS AND AT CORNERS OF WALLS.
1
A5.0
34" MAX.
B.O. REFLECTIVE SURFACE
40" MAX.
SINK MIRRORPAPER TOWEL
DISPENSER TOILET
48" MAX
SEAT COVER
DISPENSER
33" - 36"
GRAB BAR
BEHIND TOILET
27" MIN.
SIDE GRAB BARS & DISPENSERS
39" - 41"
42" MIN.
MAX.
12"
1 1/2" MIN
(7" - 9")
8"
DISPENSER
MAX.
6"
18" MIN.
39" - 41"
16''-18''
42'' MIN.
54'' MIN.
DISPENSING SLOT
M
AX 4'-0'' T.O.
1"
NAPKIN
DISPOSAL
33" - 36"
MIN
2'-0"
MIN
1'-0"
2'-10"
1" OVERHANG
1'-6" 2'-6"
1" OVERHANG
1'-5"2'-9"2'-8"
1 3/8" FILLER PANEL
LEVEL 1
0"
1
A5.2
5
A5.2
6
A5.29
A5.2
2'-0"
5'-8"
8'-0"
REFRIGERATOR F.O.I.C. GC TO
INSTALL WATER CONNECTION
COUNTERTOPS AND
BACKSPLASH, PL-1
PAINT GWB P-1
UPPER
CASEWORK, PL-2
LOWER
CASEWORK, PL-2
DISPOSAL
SWITCH
3'-6"
3'-10"
NEW OUTLET
8'-0"
(E) WALL BASE
TO REMAIN
LEVEL 1
0"
EXTEND WALL TO CEILING, PAINT
TO MATCH EXISTING
8'-0"
2'-10"
6"
4'-0"
ALUMINUM TRIM
PL-3
ALUMINUM TRIM
SH-1 RUN UP
WALL 6''
BACKSPLASH AND
SIDESPLASH, PL-1
PAPER TOWEL
DISPENSER
PAINT GWB P-1
LEVEL 1
0"
1'-5"
MIRROR
24X36
SOAP DISPENSER
SEAT COVER
DISPENSER
GRAB BARS
6"
ALUMINUM TRIM 4'-0"
ALUMINUM TRIM
2
A5.2
BACKSPLASH AND
SIDESPLASH, PL-1
NEW LIGHT FIXTURE, W-1
5'-0"
2'-6"
1" FILLER PANEL
3'-0"
8'-0"
1
A5.2
PL-3
SH-1 RUN UP WALL 6''
CABINET WITH
LOCKING
DOORS, PL-2
PAINT GWB P-1
LEVEL 1
0"
6"
4'-0"
ALUMINUM TRIM
PL-3
ALUMINUM TRIM
SH-1 RUN
UP WALL 6''
GRAB BARS
TOILET PAPER DISPENSER
SANITARY NAPKIN
DISPOSAL
PAINT GWB P-1
LEVEL 1
0"
6"
4'-0"
ALUMINUM TRIM
PL-3
ALUMINUM TRIM
SH-1 RUN
UP WALL 6''
8'-0"
PAINT GWB P-1
LEVEL 1
0"
LEVEL 1
0"
WALL BASE B-1
4"
V.I.F.
6'-7"
ALIGN TOP OF WINDOW FRAME
WITH (E) DOORS, GC TO V.I.F.
PAINT GWB P-1
8'-0"
4'-0"
6'-11"
PAINT TRIM TO
MATCH EXISTING
(E) DOOR TO BE REUSED
REGISTERED
ARCHITECT
9480
Michael Christopher Winnick
STATE OF WASHINGTON
ISSUE DATE:
DRAWN BY:
PROJECT MANAGER:
SHEET NUMBER:
REVISION SCHEDULE
PROJECT NUMBER:
SHEET NAME:
ISSUE:
7983 LEARY WAY NE, REDMOND, WA 98052
(425) 881-7506 MAIL@DRIFTMIER.COM
6/
2
/
2
0
2
5
4
:
4
1
:
1
5
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7
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JP
06/02/2025
22419
A5.0
INTERIOR
ELEVATIONS
PERMIT SET
SCALE
N/AINT. ELEVATION NOTES 17 SCALE
1/2" = 1'-0"TYPICAL ELEVATION HEIGHTS 1
SCALE
1/2" = 1'-0"BREAK ROOM NORTH 15SCALE
1/2" = 1'-0"FINANCIAL AREA WEST.19 SCALE
1/2" = 1'-0"T1 SOUTH ELEVATION 3SCALE
1/2" = 1'-0"T1 EAST 7
SCALE
1/2" = 1'-0"T1 NORTH 4SCALE
1/2" = 1'-0"T1 WEST 8SCALE
1/2" = 1'-0"OPEN OFFICE WEST 12
NO. TYPE REVISION DATE
TEMP.
5'-8"
8"
PER SCHD.
8"1'-8"8"
SOLID CORE WOOD
DOOR WITH WINDOW
(NOT USED)
B
PER SCHD.
PER SCHD.
SOLID CORE
WOOD DOOR
A
PER SCHD.
3"
3"
PER SCHD.
3"
PER SCHD.
SOLID CORE WOOD
DOUBLE DOOR
(NOT USED)
C
DOOR NOTES
1. FOR DOOR TYPE ELEVATIONS, SEE DETAIL
2. ALL GLASS IN DOORS TO BE SAFETY GLASS.
3. MAX. THRESHOLD TRANSITION TO BE 1/2" VERT. W/SLOPING FACE OR 1/4" MAX TYP.
15
A5.1
HARDWARE NOTES:
1. ALL NEW HARDWARE SHALL BE ADA COMPLIANT.
GENERAL WALL NOTES:
1. USE WATER & MOLD RESISTANT GWB IN
ALL WET AREAS.
2. TAPE & FINISH ALL GWB SURFACES.
PAINT ALL GWB EXPOSED TO VIEW.
3. SEE REFLECTED CEILING PLAN FOR
ACTUAL CEILING FINISHES.
4. ALL INSULATION MATERIALS SHALL BE
INSTALLED ACCORDING TO THE
MANUFACTURER'S INSTRUCTIONS TO
ACHIEVE PROPER DENSITIES AND
MAINTAIN CLEARANCES, TO THE
MAXIMUM EXTENT POSSIBLE.
5. ALL CORNERS AND EDGES OF GWB ARE
TO BE FINISHED WITH CORNER OR J
BEADS.
6" WALL C1
SECT.
PLAN
2x6 FRAMING
5/8" GWB
FIN. CEILING PER PLANS
5/8" GWB ON BOTH SIDES
EXTEND GWB BEYOND CEILING 6" ON
ACT SIDE6"
B.O. JOIST
2x6 FRAMING
ACOUSTICAL INSULATION
RUN INSULATION ABOVE ACT 2'
FROM WALL
INSULATION
SECT.
3 5/8'' WALL PARTITION
PLAN 2x4 FRAMING
5/8" GWB BOTH SIDES
FIN. CEILING PER PLANS
5/8" GWB
A1
RUN INSULATION ABOVE
ACT 2' FROM WALL
ACOUSTICAL INSULATION
6"
B.O. JOIST
2x4 FRAMING
INSULATION
FLOORING TRANSITIONS OCCUR WHERE DIFFERENT TYPES OF FLOORING MEET
AND WHERE DIFFERENT COLORS/TYPES OF THE SAME FLOORING MEET.
CARPET TRANSITION,
T-MOLDING
CARPET
SUBFLOOR
LVT
CARPET TO LVT
CARPET 1
SUBFLOOR
CARPET 2
CARPET TO CARPET
W2W1
STOREFRONT SYSTEM INT. WOOD WINDOW
7'-9"
8'-0"
2"
3'-0"
DOOR
17
A5.1
11
A5.1
18
A5.1
12
A5.1
19
A5.1
TEMP.
TEMP.
SILL HT.
4" MATCH (E)
V.I.F.
6'-7"
4'-0"
MATCH EXISTING HT.
6'-11"
ALUMINUM STOREFRONT
SYSTEM
(E) WALL
SEALANT
ALUMINUM
STOREFRONT
SYSTEM
(E) WALL
SEALANT
ALUMINUM
STOREFRONT
SYSTEM
FINISHED FLOOR
CONCRETE SLAB
SEALANT
SLAB/SUBSTRATE
NEW WALLS: SHOT PIN SILL
PLATE TO SLAB @ 48" O.C.
2X4 WOOD STUD
SHIM, TYP.
PAINTED WOOD TRIM,
TYP. PAINT PT-5
3"
GLAZING
WOOD STUD, 2X4
FIN. FLOOR
PAINTED WOOD TRIM,
TYP. PAINT PT-5
GLAZING
WOOD STUD
BASE PLATE AND
BLOCKING
3"
6"
RUBBER
BASE, B-3
SHIM
REGISTERED
ARCHITECT
9480
Michael Christopher Winnick
STATE OF WASHINGTON
ISSUE DATE:
DRAWN BY:
PROJECT MANAGER:
SHEET NUMBER:
REVISION SCHEDULE
PROJECT NUMBER:
SHEET NAME:
ISSUE:
7983 LEARY WAY NE, REDMOND, WA 98052
(425) 881-7506 MAIL@DRIFTMIER.COM
6/
2
/
2
0
2
5
4
:
4
1
:
1
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06/02/2025
22419
A5.1
SCHEDULES &
DETAILS
PERMIT SET
# LOCATION TYPE
DOOR
WIDTH
DOOR
HEIGHT
DOOR
THICKNESS
DOOR
MATERIAL
DOOR
FINISH
FRAME
MATERIAL
FRAME
FINISH HARDWARE NOTES
1 T1 A 3' - 0" 6' - 8" 1 3/4" WOOD MATCH
EXISTING
WOOD P-3 PRIVACY
2 BREAK ROOM EXISTI
NG
3' - 0" 6' - 8" 1 3/4" EXISTING EXISTING EXISTING P-3 STOREROOM (E) DOOR RELOCATED
3 OPEN OFFICE B 3' - 0" 7' - 10" 1 3/4" WOOD MATCH
EXISTING
EXISTING DARK
BRONZE
STOREROOM
SCALEDOOR SCHEDULE 1N/A
SCALEINTERIOR MATERIAL SCHEDULE 4N/A
SCALE
N/ADOOR AND FRAME TYPES 9
SCALE
3/4" = 1'-0"WALL TYPES 3
LIGHT FIXTURE SCHEDULE
TYPE DESCRIPTION LOCATION LAMP WATTAGE QTY. TOTAL WATTS NOTES
D-1 RECESSED DOWNLIGHT TOILET LED 14 1 14
L1 SURFACE MOUNTED
LINEAR
OPEN OFFICE, BREAK ROOM LED 37 5 185
W-1 LINEAR WALL MOUNT TOILET LED 22 1 22
SCALE
N/AFLOORING TRANSITIONS 13
SCALELIGHT FIXTURE SCHEDULE 16N/A
TOTAL INTERIOR LIGHTING: 7 221
MATERIAL SCHEDULE NOTES:
1. INTERIOR WALL AND CEILING FINISHES TO MEET ASTM E84 FLAME SPREAD RATINGS PER TABLE 803.13
INTERIOR MATERIAL SCHEDULE
TAG DESCRIPTION MANUFACTURER COLOR/PATTERN NOTES
B-1 RUBBER BASE JOHNSONITE 284 GANACHE MATCH EXISTING
CPT-1 CARPET TILE INTERFACE - THE POND
COLLECTION
6704 BERLIN PEAT
P-1 INTERIOR PAINT SHERWIN WILLIAMS 6106 KILIM BEIGE
P-2 INTERIOR PAINT SHERWIN WILLIAMS 6107 NOMADIC DESERT
P-3 INTERIOR PAINT SHERWIN WILLIAMS 6126 NAJAVO WHITE
PL-1 PLASTIC LAMINATE WILSONART 4588K-07 KALAHARI TOPAZ TOILET ROOM, COUNTERTOPS
PL-2 PLASTIC LAMINATE WILSONART 7935K-07 SHAKER CHERRY CASEWORK
PL-3 PLASTIC LAMINATE WILSONART 4794-60 WINDSWEPT TOILET ROOM, WET WALLS
SH-1 SHEET FLOORING MANNINGTON ASSURANCE II, 16306 TOASTED SESAME TOILET ROOM, JANITOR'S ROOM
WD-1 INTERIOR WOOD STAIN MATCH PL-2 AND APPLY CLEAR COAT ARCHITECT TO APROVE SAMPLES FOR EACH
MATERIAL TYPE
SCALE
1/4" = 1'-0"WINDOW TYPES 15
SCALE
3" = 1'-0"STOREFRONT HEAD 17
SCALE
3" = 1'-0"STOREFRONT JAMB 18
SCALE
3" = 1'-0"STOREFRONT SILL 19
SCALE
1 1/2" = 1'-0"WALL SILL PLATE DETAIL 14
SCALE
3" = 1'-0"INT. WOOD WINDOW JAMB 11
SCALE
3" = 1'-0"INT. WOOD WINDOW SILL 12
NO. TYPE REVISION DATE
ADJUSTABLE
SHELVES,
MELAMINE FINISH
(TYP.)
PLASTIC LAMINATE, PL-2
WHITE MELAMINE FINISH
FACE OF WALL
BLOCKING3/4"
CLEAR
1'-0"
3'-0"
MOCKETT PULL
1 1/4"
PLAM COUNTER TOP,
SPLASH, & EDGES,
PL-1
SIM. COUNTER
@ LAV. SINK
1 1/2" X 1 1/2" X 1/4" TUBE STL
WELD @ 90 DEGREE CORNER
(LAG BOLT TO DBL. STD IN WALL),
PROVIDE @ FREE END OF COUNTER
NOTE:
INSULATE HOT WATER & WASTE
PIPING BELOW VANITY PER CODE.
1'-6"
4"
5"
1'-6"
5"
5"
5"
3"
2'
-
1
0
"
F
R
O
M
LA
V
.
T
O
F
.
F
.
IF
L
A
V
.
I
S
H
I
G
H
E
R
PLASTIC
LAMINATE, PER
INTERIOR
ELEVATIONS,
PL-2
PLASTIC
LAMINATE TOP &
SPLASH , PL-1
MELAMINE FINISH
1X4 WOOD
BLOCKING
TOP & BOTTOM
RUBBER BASE, B-1
3"
4"
1'-10 1/2"
6"
1 1/2"
4"
2'-10"
FALSE FRONT, PL-2
SINK
REMOVABLE BACK AT SINK
PLASTIC LAMINATE,
PL-2
WHITE MELAMINE
FINISH
FACE OF WALL
BLOCKING
3/4"
CLEAR
1'-8"
2'-0"
MOCKETT
PULL
1 1/4"
3/4" ADJUSTABLE SHELF,
MELAMINE FINISH
BORING AND SHELF
REST SYSTEM, TYP
1'-10"
ADJUSTABLE
SHELVES,
MELAMINE FINISH
(TYP.)
PLASTIC LAMINATE,
PER INTERIOR
ELEVATIONS, PL-2
PLASTIC
LAMINATE TOP &
SPLASH, PL-1
MELAMINE FINISH
1X4 WOOD
BLOCKING
TOP & BOTTOM
RUBBER BASE, B-1
3"
4"
1'-10 1/2"
6"
1 1/2"4"
2'-10"
2'-1"
1" 2'-0"
1'-8"
1/4'' HARDBOARD BACKING,
MELAMINE FINISH
REGISTERED
ARCHITECT
9480
Michael Christopher Winnick
STATE OF WASHINGTON
ISSUE DATE:
DRAWN BY:
PROJECT MANAGER:
SHEET NUMBER:
REVISION SCHEDULE
PROJECT NUMBER:
SHEET NAME:
ISSUE:
7983 LEARY WAY NE, REDMOND, WA 98052
(425) 881-7506 MAIL@DRIFTMIER.COM
6/
2
/
2
0
2
5
4
:
4
1
:
1
6
P
M
TI
M
B
E
R
L
A
N
D
B
A
N
K
Y
E
L
M
10
1
E
Y
E
L
M
A
V
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
MW
JP
06/02/2025
22419
A5.2
DETAILS
PERMIT SET
SCALE
1" = 1'-0"UPPER CABINET 1
SCALE
1" = 1'-0"LAVATORY SECTION 2SCALE
1" = 1'-0"BASE CABINET @ SINK 6
SCALE
1" = 1'-0"UPPER CABINET REF.5
SCALE
1" = 1'-0"BASE CABINET 9
NO. TYPE REVISION DATE