HomeMy WebLinkAboutFinal-IDEAL OPTION T.I. TS1.01-A4.01 Owner review budget set 6-6-23SHEET NUMBER
WOOD
PLYWOOD
BATT INSULATION
GYPSUM BOARD
STEEL
INTERIOR ELEVATION
WALL SECTION / DETAIL / BUILDING SECTION
EXISTING WALLS
CONCRETE
MASONRY
NEW WALL
NEW WOOD STUD WALL
DIRECTION DRAWING IS VIEWED
DIRECTION DRAWING IS VIEWED
STRUCTURAL HOLD-DOWN LOCATION
SHEET NUMBER
DRAWING NUMBER
DRAWING NUMBER
INDICATES LARGE SCALE PLAN
1
DRAWING NUMBER
INDICATES WINDOW MARK
WALL / PARTITION TYPE INDICATOR
SHEARWALL - SEE SHEARWALL SCHEDULE
IN NEW OPENING
INDICATES WINDOW
SHEET NUMBER
ROOM NAME
DEMOLITION NOTE
ROOM NUMBER
DOOR NUMBER
KEY NOTE
WORK NOTE
SYMBOLS LEGEND
PARTITION
QUARRY TILE
QUARTER
RADIUS, RISER
RESILIENT BASE
ROOF DRAIN
RAIN LEADER
ROUGH OPENING
RAIN WATER CLOSET
REFLECTED CEILING
PLAN
REFRIGERATOR
REINFORCING
REQUIRED
ROOM
SOLID CORE
SQUARE FOOT
SQUARE INCH
SUPPLIED &
INSTALLED
BY CONTRACTOR
SUPPLIED &
INSTALLED
BY OWNER
SUPPLIED &
INSTALLED
BY VENDOR
SCORE JOINT
SHEET METAL
SUPPLIED BY OWNER
& INSTALLED BY
CONTR.
SERVICE SINK,
STAINLESS STEEL
SHEET VINYL
SANITARY SEWER
SCHEDULE
SECTION
SHEET
SIMILAR
SHEET METAL
SCREW
SPECIFIED
SQUARE
STAINLESS STEEL
STANDARD STEEL
STORAGE
STRUCTURAL
SUSPENDED
SYMMETRICAL
PTN.
Q.T.
QTR.
R
R.B.
R.D.
R.L.
R.O.
R.W.L.
RCP
REF.
REIF.
REQ'D
RM.
S.C
S.F.
S.I.
S.I.C.
S.I.O.
S.I.V.
S.J.
S.M.
S.O.I.C.
S.S.
S.V.
SAN.
SCHED.
SECT.
SHT.
SIM.
SMS
SPEC'D
SQ.
SST
STD.
STL.
STOR.
STRUCT.
SUSP.
SYM.
LIQUID
LIGHT
LIGHT WEIGHT
METAL BUILDING
SUPPLIER
MASONRY OPENING
MOISTURE
RESISTANT
MASONRY
MAXIMUM
MECHANICAL
MEZZANINE
MANUFACTURING
MANUFACTURER
MANHOLE
MINIMUM
MISCELLANEOUS
MOUNTED
MOUNTING
METAL
MULLION
NOT IN CONTRACT
NOT TO SCALE
NUMBER
NOMINAL
OVERALL
ON CENTER
OUTSIDE DIAMETER
OVERHEAD
OVER
OCCUPANT(S)
OPENING
OPPOSITE
PLASTIC LAMINATE
PROPERTY LINE
PRESSURE
REDUCING VALVE
PRESSURE TREATED
PERPENDICULAR
PLATE
PLUMBING
PLYWOOD
PANEL, PANELING
PAIR
PROJECT
POINT
LIQ.
LT.
LT. WT.
M.B.S.
M.O.
M.R.
MAS.
MAX.
MECH.
MEZZ.
MFG.
MFR.
MH.
MIN.
MISC.
MTD.
MTG.
MTL.
MULL.
N.I.C.
N.T.S.
NO.
NOM.
O.A.
O.C.
O.D.
O.H.
O/
OCC.
OPN'G
OPP.
P. LAM.
P.L.
P.R.V.
P.T.
PERP.
PL.
PLMB'G
PLYWD.
PNL.
PR.
PROJ.
PT.
FOUNDATION
FINISH
FLASHING
FLOOR
FIRE RETARDANT
TREATED
FOOT
FOOTING
FURRING
GALVANIZED IRON
GRAB BAR
GENERAL
CONTRACTOR
GYPSUM WALL
BOARD
GAUGE
GALVANIZED
GYPSUM LATH
& PLASTER
GLASS, GLAZING
HOSE BIB
HANDICAPPED/
HOLLOW CORE
HOLLOW METAL
HIGH POINT
HARDWARE
HORIZONTAL
HEIGHT
HEATER
INSIDE DIAMETER
INVERT ELEVATION
INCH
INSULATION
INTERIOR
JANITOR
JOIST
JOINT, JOINTS
LENGTH, LONG
LOW POINT
LANDSCAPE
LINEAR FOOT,
LINEAL FOOT
LAMINATE,
LAMINATED
POUND
LINEAL
FDN.
FIN.
FLASH.
FLR.
FRT.
FT.
FTG.
FURR.
G.I.
G.B.
G.C.
GYP BD.
GA.
GALV.
GLP
GL.
H.B.
H.C.
H.M.
H.P.
HDWR.
HORIZ.
HT.
HTR.
I.D.
I.E.
IN.
INSUL.
INT.
JAN.
JST.
JT./JTS.
L.
L.P.
L.S.
L.F.
LAM.
LB.
LIN.
CONSTRUCTION
CONTINUOUS
CONTRACTOR
CORRIDOR
COUNTERSUNK
CUBIC FOOT
DRINKING FOUNTAIN
DOWNSPOUT
DOUBLE
DEPARTMENT
DEMOLITION
DIAMETER
DIMENSION
DISPENSER
DOWN
DOOR
DETAIL
DRAWING
EXPANSION JOINT
ELECTRIC WATER
COOLER
EACH
ELECTRICAL
ELEVATION,
ELEVATOR
ENCLOSURE
EQUAL
EQUIPMENT
EACH WAY
EXHAUST
EXISTING
EXPANSION
EXTERIOR
FLOOR DRAIN
FIRE EXTINGUISHER
FIRE EXTINGUISHER
CABINET
FINISHED FLOOR
FIRST FLOOR
FLAT HEAD SCREW
FACTORY MUTUAL
FACE OF CONCRETE
FACE OF STUD
FIBER REINFORCED
PLASTIC PANEL
CONST.
CONT.
CONTR.
CORR.
CTSK.
CU. FT.
D.F.
D.S.
DBL.
DEPT.
DEMO.
DIA.
DIM.
DISP.
DN.
DR.
DTL.
DWG.
E.J.
E.W.C.
EA.
ELEC.
ELEV.
ENCL.
EQ.
EQUIP.
EW
EXH.
EXIST.
EXP.
EXT.
F.D.
F.E.
F.E.C.
F.F.
F.H.S.
F.M.
F.O.C.
F.O.S.
F.R.P.P.
"L"
&
C
Ø
#
±
(E)
A.F.F.
AB
ACST.
ACT
ADJ.
ALT.
ALUM.
ANOD.
APPX.
ARCH.
ASPH.
B.O.
BD.
BITUM.
BLDG.
BLK'G
BLK.
BM.
BOT.
BUR
BTWN.
C.I.
C.I.P.
C.J.
C.J.F.
C.T.
CAB.
CB
CG.
CL.
CLG.
CLR.
CMU
C.O.
COL.
CONC.
CONN.
ANGLE
AND
CENTER LINE
DIAMETER
POUND
PLUS OR MINUS
EXISTING
ABOVE FINISHED
FLOOR
ANCHOR BOLT
ACOUSTICAL
CEILING TILE
ADJACENT,
ADJUSTABLE
ALTERNATE
ALUMINUM
ANODIZED
APPROXIMATE
ARCHITECTURAL
ASPHALT
BOTTOM OF
BOARD
BITUMINOUS
BUILDING
BLOCKING
BLOCK
BEAM
BOTTOM
BUILT UP ROOFING
BETWEEN
CAST IRON
CAST IN PLACE
CONTROL JOINT
COMPRESSIBLE
JOINT FILLER
CERAMIC TILE
CABINET
CATCH BASIN
CORNER GUARD
CENTER LINE
CEILING
CLEAR
CONCRETE
MASONRY UNIT
CLEAN OUT
COLUMN
CONCRETE
CONNECTION
ABBREVIATIONS
L
SYSTEM
TOP & BOTTOM
TONGUE & GROOVE
TOP, TREAD
TEMPERED GLASS
TOP OF
TOP OF CONCRETE
TOP OF MASONRY
TOP OF STEEL TOP
OF STUD
TOP OF WALL
TUBE STEEL
TELEPHONE
TEMPERED
TYPICAL
UNIFORM BUILDING
CODE
UNDERWRITER'S
LABORATORIES
UNLESS NOTED
OTHERWISE
UTILITY
VAPOR BARRIER
VINYL COMPOSITION
TILE
VINYL TILE
VENT THROUGH
ROOF
VERTICAL
VESTIBULE
WATER CLOSET
WATERPROOF
WATER RESISTANT
WELDED WIRE
FABRIC
WELDED WIRE MESH
WITH
WITHOUT
WOOD
WINDOW
WEATHERSTRIP,
WOOD SCREW
WAINSCOT
WEIGHT
YARD DRAIN
SYS.
T&B
T&G
T.
T.G.
T.O.
T.O.C.
T.O.M.
T.O.S.
T.O.W.
T.S.
TEL.
TEMP.
TYP.
U.B.C.
U.L.
U.N.O.
UTIL.
V.B.
V.C.T.
V.T.
V.T.R
VERT.
VEST.
W.C.
W.P.
W.R.
W.W.F.
W.W.M.
W/
W/O
WD.
WIN.
WS.
WSCT.
WT.
Y.D.
VICINITY MAP
IDEAL OPTION
1055 South Grady Way
Renton, WA 98057
Jurisdiction:
IDEAL OPTION
Chandler Stever Architects
CONTACTS
1715 223rd Place NE
Sammamish, WA 98074
Phone: 425 985.2176
Fax 425 898.1083
Contact: Chandler Stever
Architect:
Owner:
Suite 104
500 SW 7th Street
Renton, WA. 98057
SCHEDULE OF DRAWINGS
ARCHITECTURAL:
NATIONAL CODES
2018 INTERNATIONAL BUIULDING CODE - IBC AND IEBC
2018 INTERNATIONAL MECHANICAL CODE - IMC
2018 INTERNATIONAL FUEL GAS CODE CODE - IFGC
2018 INTERNATIONAL FIRE CODE - IFC
2018 UNIFORM PLUMBING CODE - UPC
2018 NATIONAL ELECTRIC CODE
2012 ACCESSIBLE & USABLE BUILDINGS & FACILITIES - ICC / ANSI 117.1
CODE INFORMATION
WASHINGTON STATE AMENDMENTS - 2012
WAC 51-50 WASHINGTON STATE BUILDING CODE
WAC 51-52 WASHINGTON STATE MECHANICAL CODE
WAC 51-54 WASHINGTON STATE FIRE CODE
WAC51-56 & 51-57 WASHINGTON STATE PLUMBING CODE & STANDARDS
WAC 51-11 WASHINGTON STATE ENERGY CODE
WAC 296-46B ELECTRICAL SAFETY STANDARDS, ADMINISTRATION AND
INSTALLATION
OTHER APPLICABLE CODES
CITY OF RENTON
KING COUNTY
PROJECT DESCRIPTION
INTERIOR TENANT IMPROVEMENT - 8,505 SQ. - EXISTING ADA BATHROOMS
City of Renton
2018 IEBC - CODE COMPLIANCE METHOD "WORK AREA"
ALL NEW CONSTRUCTION TO MEET CURRENT CODES
TAX ACCT NUMBER: 1823059252
BUILDING INFORMATION
CONSTRUCTION TYPE: VB NON SPRINKLERED
LAND USE ZONE:IM-INDUSTRIAL, MEDIUM
ZONING: IM-INDUSTRIAL, MEDIUM
Tenant:
PERMIT REQIRED:
1.) BUILDING PERMIT
2.) MEP - MECHANICAL AND PLUMBING PERMITS WITH
T.I. PERMIT. ELECTRICAL WITH PERMITS BY
CONTRACTORS
Suite 104 - 500 SW 7th Street, Renton, WA. 98057
TS1.01 TITLE SHEET
A1.01 SITE PLAN
A1.02 OVERALL FLOOR PLAN - EXIT ANALYSIS PLAN
A2.00 EXISTING PLAN / DEMO PLAN
A2.01 PROPOSED FLOOR PLAN
A2.02 EQUIPMENT PLAN
A2.03 REFLECTED CEILING PLAN
A3.01 WALL SECTIONS, WALL BRACING / CEILING BRACING
A4.01 ADA DETAILS
LEGAL DESCRIPTION:
SEE SITE PLAN - SHEET A1.01
SITE AREA: 135,285 S.F.
TOTAL EXIST. BUILDING AREA: 2
STORIES = 67,260 G.S.F.
FIRST FLOOR AREA: 34,343 G.S.F.
SECOND FLOOR AREA: 32,917 G.S.F.
EXISTING T.I. AREA = 8,505.1 S.F. @ 1ST FLOOR
OCCUPANCY -SEE SHEET A1.02 FOR COMPLETE OCCUPANT CALCULATIONS
B - OFFICE
NO CHANGES TO HVAC SYSTEM - EXISTING TO REMAIN.
S I T E
OCCUPANT LOAD = AT IMPROVEMENT AREA = 107 OCCUPANTS
OCCUPANT LOAD = AT SOUTH HALF NON T.I. AREA=143 OCCUPANTS
TOTAL OCCUPANTS = AT SOUTH HALF GRID G TO N 250 OCCUPANTS
EXITS REQUIRED = 2 EXITS REQUIRED MIN (4 EXIT POINTS EXISTING)
MEP Eng:
PARKING REQUIRED (EXISTING)
315 TOTAL PARKING SPACES , 12 OF WHICH ARE HANDICAP ACCESSIBLE
PLUMBING FIXTURES REQUIRED - 4 FIXTURES REQUIRED EACH SEX
(4) FIXTURES MINIMUM (EXISTING)
(SEE SHEET A1.02 FOR COMPLETE FIXTURE CALCS
IDEAL OPTION
Suite 104
500 SW 7th Street
Renton, WA. 98057
"DESIGN BUILD PERMIT BY
CONTRACTORS"
TS1.01
TITLE SHEETIDEAL OPTIONSuite 104500 SW 7th StreetRenton, WA. 9805706.06.23OWNER REVIEW06.06.23CONTRACTOR BUDGET SET6/6/2023 6:32:49 PM, alex gentile, ARCH full bleed D (36.00 x 24.00 Inches), 1:1
2-STORY OFFICE BUILDING
500 S.W. 7TH STREET
RENTON, WA.
AREA OF TENANT
IMPROVEMENT
FIRST FLOOR
8,505 S.F.
(E) BUILDING LOBBY
ACCESSIBLE PATH OF TRAVEL
ACCESSIBLE PATH
OF TRAVEL
VAN
VAN
VAN
EXISTING PARKING LOT - (NO EXTERIOR SITE WORK)
* EXISTING SITE PLAN BY OTHERS -
SHOWN FOR T.I. LOCATION REFERENCE
ONLY.IDEAL OPTIONSuite 104500 SW 7th StreetRenton, WA. 9805706.06.23OWNER REVIEW06.06.23CONTRACTOR BUDGET SETSite PlanA1.01
Site Plan
3/32"=1'-0"1
6/6/2023 6:33:43 PM, alex gentile, ARCH full bleed D (36.00 x 24.00 Inches), 1:1
FEC
11
ELEV. MACH.
ROOM
1098
A
B
C
MENWOMEN
E
F
ELEV.
G
H
J
K
L
M
765321
N
D
STAIR
UP
UP
STAIR
ELEC.
UP
(E) MEN
(E) WOMEN
WOMEN
MEN
CONFERENCE RM.
2
CONFERENCE RM.
1
BUILDING
STORAGE
BUILDING
HVAC
BUILDING
HVAC
SUITE C
SUITE D
G
H
J
K
L
M
N
TOX
104-6a
REVIEW
OFFICE
104-11
MEETING / CONF.
104-9
417.4 SF@1/15 =
28 OCCUPANTS
BREAK ROOM
104-8
469.7SF @ 1/15 =
32 OCCUPANTS
P.O.
104-12
P.O.
104-13
P.O.
104-14
P.O.
104-17OFFICE
104-16
PROCESSING
AREA
OFFICE AREA 5,464.8 SF
@ 1/150 = 36 OCC.
RECEIVING
104-2
MED
LAB
104-3
P.O.
104-4
TOX
104-6b
(E) CLOS.(E) CLOS.(E) CLOS.(E) CLOS.(E) CLOS.(E) CLOS.CLEAN STORAGE
104-10
4
PRESUMPTIVE AREA
104-5
(E)
ELEV
(E)
JANITOR
CLOSET
(E) HI-LOW
DRINKING
FOUNTAIN
1,516.3 SF @
1/150 = 11 OCC
CONF.
RM.
MECHCLASSROOMCLASSROOM
OFFICE
AREA 6,083.1 SF @ 1/150
= 41 OCC.
AREA 1,332.7 SF
@ 1/20 = 67 OCC.478.0 SF @
1/15 = 32 OCC
443.7 SF @
1/150 = 3 OCC
EGRESS WIDTH REQUIRED
EGRESS WIDTH REQUIRED = 0.2 INCH PER OCCUPANT
228x0.2 = 45.6 INCHES = 46"
3.8 L.F. EXIT WIDTH REQUIRED
15 L.F. EGRESS DOOR PROVIDED
104-1
(E)
LOBBY
STOR.
104-4
EGRESS - EXITING - PATH OF TRAVELAREA NOT A PART AND DOES NOT AFFECT EGRESS AND EXITINGEXISTING OFFICE WITH SEPARATE
FACILITIES (NOT A PART)
GRID "G" - SOLID WALL LINE TO NORTH
FIRST FLOOR WING " NO ACCESS"
GRID "G" - SOLID WALL LINE
TO NORTH FIRST FLOOR
WING " NO ACCESS"
OFFICE
EXISTING
(NOT A PART)
COMBINED AREA = 887.1 S.F.
OCCUPANCY @ 1/15 = 60
OCCUPANTS ( 2 EXITS
REQUIRED)
OCCUPANCY @ OFFICE
AREA = 1/150 @ 6,980 .8
S.F. = 47 TOTAL
OCCUPANTS
OCCUPANCY @ SOUTH 1ST FLOOR AREA (GRIDS G THRU N)
TOTAL OCCUPANCY @ T.I. AREA = 107 OCCUPANTS
TOTAL OFFICE = 6,980.8 S.F. @ 1/150 = 47 OCCUPANTS
TOTAL CONFERENCE/ASSEMBLY = 887.1 S.F. @ 1/15 = 60 OCCUPANTS
OCCUPANCY @ NON T.I. WEST AREA (GRIDS G THRU N)
TOTAL OCCUPANCY @ T.I. AREA = 143 OCCUPANTS
TOTAL OFFICE = 6,526.8 S.F. @ 1/150 = 44 OCCUPANTS
TOTAL CONFERENCE ASSEMBLY = 478 S.F. @ 1/15 = 32 OCCUPANTS
TOTAL CLASSROOM = 1,332.7 S.F. @ 1/20 = 67 OCCUPANTS
TOTAL OCCUPANCY GRIDS G TO N = 143 + 107 =250 OCCUPANTS
(2 MEANS OF EGRESS MIN REQUIRED)
EGRESS PROVIDED - 4 EXIT LOCATIONS
FIXTURE OCCUPANCY CALCULATION
TOILETS REQUIRED UNDER B OCCUPANCY, 1 FIXTURE - 25 UP TO 50, THEN 1 FIXTURE / 50 REMAINDER
LAVS 1/40 FOR FIRST 80, THEN 1/80 REMAINDER. 1 DRINKING FOUNTAIN MIN (HIGH LOW DRINKING FOUNTAIN
EXISTING) AND 1 MOP SINK REQUIRED, (ONE MOP SINK EXISTING).
TOTAL FIXTURES REQUIRED FOR SOUTH HALF 1ST FLOOR GRIDS G TO N WITH ALL 250 OCCUPANTS=
250 / 2 = 125 OCCUPANTS PER SEX = 4 TOILET FIXTURES REQUIRED MIN PER SEX (4 FIXTURES OR MORE
EXISTING PER SEX)
LAVATORIES REQUIRED PER SEX AT 125 OCCUPANTS = 3 LAVATORIES REQUIRED. (3 LAVATORIES OR MORE
EXISTING)
TOTAL FIXTURES REQUIRED INDEPENDENTLY FOR WEST HALF TENANTS W NO ACCESS TO 2 SINGLE
TOILETS WITHIN T.I. AREA;
OCCUPANCY AT 143 / 2 = 72 OCCUPANTS PER SEX = 3 FIXTURES MIN EACH. (3 FIXTURES OR MORE EXISTING
PER SEX)
LAVATORIES REQUIRED AT 72 OCCUPANTS = 2 LAVS PER SEX (2 LAVATORIES PER SEX EXISTING).
L E G E N D
TENANT INTERIOR DEMISING WALL - T.I.
PREMISES. EXIST. FULL HT 1 HR. FIRE RATED.
REQUIRED CLEARANCE AREA (TYP.)IDEAL OPTIONSuite 104500 SW 7th StreetRenton, WA. 9805706.06.23OWNER REVIEW06.06.23CONTRACTOR BUDGET SETOverall Floor Plan - Exit Analysis PlanA1.02
Overall Floor Plan - Exit Analysis Plan
3/32"=1'-0"1
6/6/2023 6:35:38 PM, alex gentile, ARCH full bleed D (36.00 x 24.00 Inches), 1:1
L E G E N D
TENANT INTERIOR DEMISING WALL - T.I.
PREMISES. EXIST. FULL HT 1 HR. FIRE RATED.
EXISTING BUILDING ENVELOPE / SHELL
EXISTING WALLS TO REMAIN
111098765
UP
(E) MEN
(E) WOMEN
WOMEN
MEN
BUILDING
HVAC
G
H
J
K
L
M
N
NOTE #1
(E) CLOS.(E) CLOS.(E) CLOS.(E) CLOS.(E) CLOS.(E) CLOS.NOTE #1 NOTE #1
NOTE #3
NOTE #1NOTE #1
NOTE #1
NOTE #2
4
NOTE #3
NOTE #4 NOTE #4
(E)
ELEV
(E)
JANITOR
CLOSET
(E) HI-LOW
DRINKING
FOUNTAIN
(E)
LOBBY
NOTE #3 D E M O L I T I O N N O T E S :
1.WALL TO BE REMOVED
2.EXISTING CABINET TO BE REMOVED
3.DOOR TO BE REMOVED
4.EXISTING ADA COMPLIANT TOILETS
5.EXISTING WINDOW TO BE REMOVED AND
FILLED IN WITH FRAMING AND GWB.
TEXTURE AND PAINT TO MATCH EXISTING.
EXISTING WALL TO BE
REMOVED
IDEAL OPTIONSuite 104500 SW 7th StreetRenton, WA. 9805706.06.23OWNER REVIEW06.06.23CONTRACTOR BUDGET SETExisting Plan, Demolition Plan
1/8"=1'-0"1 Existing Plan, Demolition PlanA2.00
6/6/2023 6:36:25 PM, alex gentile, ARCH full bleed D (36.00 x 24.00 Inches), 1:1
11
ELEV. MACH.
ROOM
1098
G
H
J
K
L
M
765321
N
STAIR
UP
(E) MEN
(E) WOMEN
WOMEN
MEN
BUILDING
HVAC
BUILDING
HVAC
G
H
J
K
L
M
N9'-3"TOX
104-6a
REVIEW
OFFICE
104-11
MEETING / CONF.
104-9
BREAK ROOM
104-8
P.O.
104-12
P.O.
104-13
P.O.
104-14
P.O.
104-17OFFICE
104-16
PROCESSING
AREA
RECEIVING
104-2
MED LAB
104-3
P.O.
104-4
18"
1'-6"4'-0"CLR.4'-0" MIN.1'-6"5'-0"NOTE #1 NOTE #1NOTE #1TOX
104-6b
(E) CLOS.(E) CLOS.(E) CLOS.(E) CLOS.(E) CLOS.(E) CLOS.1'-6"
(E)ELECTRICAL
PANEL
NOTE #2
NOTE #3(PAIR)18"FULL HT.
30" REF
DW
CLEAN STORAGE
104-10
Micro
Wave 2'-10"2'-0"(E)RAMP UP @ 1:12
SLOPE
4
TENANT AREA TENANT AREA01
02
03
04
06
05
07
09 10
08
11
12
14
17
16
15
19
20
23242526
27
NOTE 5
NOTE 4NOTE 4NOTE 4
NOTE 5
NOTE 4
13
PRESUMPTIVE AREA
104-5
NOTE 6
18"
CLR.3'-0"20'-0" CLEAR
(E)
ELEV 3'-0"3'-0"4'-0"4'-0"18" MIN.
CLR.
3'-0"3'-0"18" CLR.
18
1'-6"2'-6"4'-0" MIN.4'-0" MIN.
(E)
JANITOR
CLOSET
(E) HI-LOW
DRINKING
FOUNTAIN 3'-0"3'-0"3'-0"
4'-0" MIN.
SLIDING
DOORS
CONF.
RM.
MECHCLASSROOMCLASSROOM
OFFICE
NOTE 7
NOTE 7
NOTE 7
NOTE 7
FD
FD
FDNOTE 8
NOTE 8
NOTE 8
104-1
(E)
LOBBY
STOR.
104-4
OFFICE
EXISTING
(NOT A
PART)
TYP.
5
A3.01
TYP.
5
A3.01TYP.2
A3.01
TYP.2
A3.01
FDNOTE 8
NOTE 9
NOTE 9
L E G E N D
TENANT INTERIOR DEMISING WALL - T.I.
PREMISES. EXIST. FULL HT 1 HR. FIRE RATED.
N O T E S :
1.EXISTING 1-HOUR CORRIDOR
2.NEW 20 MIN RATED, BLDG STANDARD DOOR
3.(E) EXISTING 20 MIN. RATED DOOR
4.(E) EXISTING RELIGHTS
5.(E) EXISTING INTERIOR WINDOW.
6.SEAL EXISTING DOOR IN 1-HR CORRIDOR
7.HOT, COLD WASTE AND VENT FOR NEW SINK
8.NEW FLOOR DRAIN
9.DASHED LINES AT EQUIPMENT REPRESENT
REQUIRED CLEARANCE AREA (TYP.)
EXISTING BUILDING ENVELOPE / SHELL
EXISTING WALLS TO REMAIN
8,505.1 TENANT SQUARE FEET
FD NEW FLOOR DRAIN
NEW METAL 3 5/8" METAL STUD FRAMED WALL
WITH 1-LAYER OF 5/8" GWB EACH SIDE PER 5/A3.01
NEW 1 HOUR - CORRIDOR WALL W/ 3 5/8" MTL
STUD @ 16" O.C. W/ 2 LAYER OF 5/8" TYPE "X"
GWB EACH SIDE PER 2/A3.01
CARD READER
EGRESS - EXITING - PATH OF TRAVEL
BLDG. STANDARD CORRIDOR DOOR LOCKSET/CLOSER
BLDG. STANDARD INTERIOR DOOR
BLDG. STANDARD INTERIOR DOOR
BLDG. STANDARD INTERIOR DOOR
BLDG. STANDARD INTERIOR DOOR
BLDG. STANDARD INTERIOR DOOR
BLDG. STANDARD INTERIOR DOOR
BLDG. STANDARD INTERIOR DOOR
BLDG. STANDARD CORRIDOR DOOR
BLDG. STANDARD INTERIOR DOOR
BLDG. STANDARD INTERIOR DOOR
BLDG. STANDARD INTERIOR DOOR
BLDG. STANDARD INTERIOR DOOR
BLDG. STANDARD INTERIOR DOOR
BLDG. STANDARD EXTERIOR DOOR
BLDG. STANDARD INTERIOR DOOR
BLDG. STANDARD INTERIOR DOOR
ACOUST. SLIDING WALL SYSTEM
BLDG. STANDARD INTERIOR DOOR
BLDG. STANDARD INTERIOR DOOR
BLDG. STANDARD INTERIOR DOOR
BLDG. STANDARD INTERIOR DOOR
BLDG. STANDARD INTERIOR DOOR
BLDG. STANDARD INTERIOR DOOR
BLDG. STANDARD INTERIOR DOOR
LOCKSET/CLOSER
LATCHSET
LATCHSET
LATCHSET
LATCHSET
LATCHSET
LATCHSET
PRIVACY LOCK/CLOSER
LATCHSET
LATCHSET
LATCHSET
LATCHSET
LATCHSET
LATCHSET
LATCHSET
LATCHSET
LATCHSET
LATCHSET
LATCHSET
LATCHSET
LATCHSET
LATCHSET
LATCHSET
PRIVACY LOCK/CLOSER
01
02
03
04
05
06
07
08
09
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
DOOR TYPE HARDWARE TYPE FIRE LABEL COMMENTS
DOOR SCHEDULE
PAIR
25
26
27
PAIR
PAIR
PAIR
(N)(E)
20 MIN.
20 MIN.3'0X7'0
3'0X7'0
DIMS
3'0X7'0
3'0X7'0
3'0X7'0
3'0X7'0
3'0X7'0
3'0X7'0
3'0X7'0
3'0X7'0
3'0X7'0
3'0X7'0
3'0X7'0
3'0X7'0
3'0X7'0
3'0X7'0
3'0X7'0
4'8XFH(4)
3'0X7'0
3'0X7'0
3'0X7'0
3'0X7'0
3'0X7'0
3'0X7'0
3'0X7'0
PROVIDE BRACING IN CEILING AS NEC. FOR TRACK.
NOT USED
PAIR OF DOORS
NOT USED
PAIR OF DOORS
PAIR OF DOORS
PAIR OF DOORS IDEAL OPTIONSuite 104500 SW 7th StreetRenton, WA. 9805706.06.23OWNER REVIEW06.06.23CONTRACTOR BUDGET SETProposed Floor Plan
1/8"=1'-0"1 Proposed Floor PlanA2.01
6/6/2023 6:37:10 PM, alex gentile, ARCH full bleed D (36.00 x 24.00 Inches), 1:1
111098765
UP
(E) MEN
(E) WOMEN
WOMEN
MEN
BUILDING
HVAC
G
H
J
K
L
M
N
TOX
104-6a
REVIEW
OFFICE
104-11
MEETING / CONF.
104-9
BREAK ROOM
104-8
P.O.
104-12
P.O.
104-13
P.O.
104-14
P.O.
104-17OFFICE
104-16
PROCESSING
AREA
RECEIVING
104-2
MED LAB
104-3
P.O.
104-4
12
34
40
5
6
7
8
9
1112
141516171819202122
27
23 24
50
28
29
32
38 39
41 42
50
51
52
53
44 45
46 49
48 48
47 47
TOX
104-6b
(E) CLOS.(E) CLOS.(E) CLOS.(E) CLOS.(E) CLOS.(E) CLOS.FULL HT.
30" REF
DW
CLEAN STORAGE
104-10
48.5
10.5
Micro
Wave
4
67
65
65
65 34
35
48.5
65
65
65
65
65
64
64
PRESUMPTIVE AREA
13
68 68
72
104-5
10.5 67
76
75
(E)
ELEV
80
3x12
TABLE
79
74
73
(E)
JANITOR
CLOSET
(E) HI-LOW
DRINKING
FOUNTAIN
71
80
SLIDING
DOORS
CONF.
RM.
MECHCLASSROOM
6565
FD
FD
FD
104-1
(E)
LOBBY
STOR.
104-4
FD
67
L E G E N D
TENANT INTERIOR DEMISING WALL - T.I.
PREMISES. EXIST. FULL HT 1 HR. FIRE RATED.
REQUIRED CLEARANCE AREA (TYP.)
FD NEW FLOOR DRAIN
Equipment Plan
1/8"=1'-0"1
A2.02Equipment PlanEquipment Schedule2
IDEAL OPTIONSuite 104500 SW 7th StreetRenton, WA. 9805706.06.23OWNER REVIEW06.06.23CONTRACTOR BUDGET SET6/6/2023 6:38:09 PM, alex gentile, ARCH full bleed D (36.00 x 24.00 Inches), 1:1
111098765
UP
(E) MEN
(E) WOMEN
WOMEN
MEN
BUILDING
HVAC
G
H
J
K
L
M
N
TOX
104-6a
REVIEW
OFFICE
104-11
MEETING / CONF.
104-9
BREAK ROOM
104-8
P.O.
104-12
P.O.
104-13
P.O.
104-14
P.O.
104-17OFFICE
104-16
PROCESSING
AREA
RECEIVING
104-2
MED LAB
104-3
P.O.
104-4
TOX
104-6b
(E) CLOS.(E) CLOS.(E) CLOS.(E) CLOS.(E) CLOS.(E) CLOS.CLEAN STORAGE
104-10
4 EXITEXITEXITEXIT
NOTE #1
NOTE #2
NOTE #2NOTE #2NOTE #2NOTE #3
NOTE #3
NOTE #1 NOTE #1
PRESUMPTIVE AREA
104-5
(E)
ELEV
(E)
JANITOR
CLOSET
(E) HI-LOW
DRINKING
FOUNTAIN
CONF.
RM.
MECHCLASSROOM
104-1
(E)
LOBBY
STOR.
104-4
BATTBATTBATTBATTBATTBATTBATTBATTBATTBATTBATTBATTBATTBATTEXITEXIT
EXIT
EXITBATTBATT BATTBATTBATT
EXIT
EXITBATT
EXIT
BATT
EXIT BATTBATTBATTEXITEXISTING 1X4
FLOR. LIGHTING
3
A3.01
NOTE #4
NOTE #5 4
A3.01
NEW L.E.D. TRACK
LIGHTING TYP.EXITNOTE #5
RCP N O T E S :
1.EXISTING HARD LID CEILING
2.EXISTING 2x4,T-BAR CEILING AS SHOWN
3.EXISTING SOFFIT WALL AT ABOVE - PER ASBUILT
PLAN PROVIDED.
4.PATCH AND REPAIR CEILING PER DETAIL 3/A3.01
5.INSTALL NEW LIGHT AND BRACE EXISTING
LIGHTING PER 4/A3.01
ILLUMINATED EXIT SIGN, BUG EYES
AND 90 MIN. BATTERY BACK-UP
24"X48" LED LIGHTING TROFFER W/
EMERGENCY EGRESS LIGHTING- 90 MIN
BATTERY BACK-UP. UPGRADE TO L.E.D.
EXISTING DOWNLIGHT TO REMAIN. UPGRADE
TO L.E.D @ T.I. SPACE
EXIT
EXISTING 24"X48" LED LIGHTING TROFFER .
UPGRADE TO L.E.D. @ T.I. SPACE
RCP L E G E N D
EXISTING SWITCHING TO REMAIN.
BATT
EXISTING DOWNLIGHT WITH 90 MIN.
BATTERY BACK-UPBATT
NEW TRACK LIGHTING MOUNTED AT HUNG
CEILING WITH FLEXIBLE LED HEADS
IDEAL OPTIONSuite 104500 SW 7th StreetRenton, WA. 9805706.06.23OWNER REVIEW06.06.23CONTRACTOR BUDGET SETReflected Ceiling Plan
1/8"=1'-0"1 Reflected Ceiling PlanA2.03
6/6/2023 6:40:50 PM, alex gentile, ARCH full bleed D (36.00 x 24.00 Inches), 1:1
2"
M
A
X
.
#12 GAGE HANGER WIRE,
4' EACH WAY PLUS ONE
WIRE AT EA CORNER OF
LIGHT FIXTURES
LIGHT SHALL BE ATTACHED
TO THE CEILING SYSTEM
WITH POSITIVE CLAMP
DEVICES
LIGHT FIXTURE
#12 GAGE HANGER AT
EACH CORNER
RIGID STEEL HEAVY DUTY EMT
CONDUIT STRUT. @ 12'-0" O.C. EA.
WAY. START 6'-0" MAX FROM EDGE
OF CEILING AROUND PERIMETER
WIRE LOCKING PIN TO FASTEN
CROSS RUNNER TO MAIN
4- #12 GA SEISMIC SPLAY WIRE ONE
EACH WAY IN PLANE OF OF EACH
MAIN RUNNER - VERTICAL ANGLE OF
45° - ALL WIRES SECURED TO MAIN
RUNNER WITHIN 3" OF INTERSECTION
AT EA. END OF SPLAY WIRE THRU
HOLE IN RUNNER, CONDUIT STRUT
OR THRU EYE SCREW & TWISTING
WIRE TIGHT AROUND ITSELF AT
LEAST THREE COMPLETE TURNS IN
1-1/2" TYP.
CROSS TEE
1"DIA. X 20GA EMT STEEL CONDUIT
WHER "L" IS GREATER THAN 5'-6" -
3/4" DIA. 22 GA. EMT STEEL CONDUIT
STRUT UP TO "L" OF 5'-6". SLIP OVER
#12 GA. IN PLACE VERTICAL WIRE.
CUT TO FIT AND SHIM TIGHT TO
FLOOR OR ROOF STRUCTURE AND
MAIN RUNNER
45°
MAIN TEE (HEAVY DUTY)2"
M
A
X
WHERE "L" IS GREATER THAN 8'-6"
AND LESS THAN 17'-0" ADD (4) SPLAY
WIRES AT MID HEIGHT OF STRUT.
LATERAL FORCE BRACING
3 FULL TURNS MIN.
HEAVY DUTY SYSTEM
1.) CEILING OVER 1,000SF REQUIRE HORIZONTAL RESTRAINT SYSTEM.
2.) CEILING WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZED TRIM
RINGS FOR SPRINKLERS AND OTHER PENETRATIONS.
CEILING TO COMPLY WITH IBC, ASTM C635, C636 & CISCA GUIDELINES
TOTAL SUSPENDED CEILING AREA
NOTE:
< 1000SF. LATERAL RESTRAINT
SYSTEM NOT REQUIRED PER ASCE
7-05 - 13.5.6.2.2 EXCEPTION C.
SECURE ALL WIRES TO
TEES MAXIMUM 2" FROM
INTERSECTION
NO. 12 GA. VERT. WIRE
HANGER IN COMPRESSION TUBE
- LEVEL CEILING GRID PRIOR
TO SETTING CONDUIT
45°45°45°3 1/2" = 1'-0"
TYPICAL CEILING BRACING DETAIL
2"MA
X
4 1/2" = 1'-0"
LIGHT FIXTURE BRACING DETAIL
8" MAX.
3/4" CLR.
8" MAX.
3/4" CLR.7/8" BERC
2 CLIP
PERIMETER MEMBER
AT STARTER WALLS AT OPPOSITE WALLS
7/8" BERC
2 CLIP
MINIMUM
CLEARANCE
RUNNERS AT WALLS
IF LIGHT FIXTURE IS LESS
THAN 56 LBS. & 4-#12 GA.
IF LIGHT FIXTURE EXCEEDS
APPROVED HANGERS
PROVIDE 2-#12 GA. HANGERS
56 LBS. IT SHALL BE
SUPPORTED FROM THE
STRUCTURE ABOVE BY
0'-0"
1 1 1/2" = 1'-0"
WALL TO STRUCTURE ABOVE
1 HR. RATED FULL HEIGHT
6 1 1/2" = 1'-0"
PONY WALL DETAIL3/4"3/4"6 3/8"
4" RUBBER COVE BASE
EXIST. CONC. SLAB
0'-0"
ATTACH METAL TRACK TO
CONCRETE FLOOR WITH
0.145 DIA. HILTI POWER
ACTUATED ANCHORS @ MIN.
2'-0" O.C. (ICBO ER-2388)
3 5/8" METAL STUDS @
16"O.C.5/8" GWB EACH
SIDE AND PAINT3'-0"2'-10 1/2"3/4"3/4"
WOOD CAP
0'-0"
3'-0"
ATTACH METAL TRACK TO
CONCRETE FLOOR WITH
0.145 DIA. HILTI POWER
ACTUATED ANCHORS @ MIN.
2'-0" O.C. (ICBO ER-2388)
5/8" TYPE "X "GYPSUM WALL
BOARD TYP. FIRE TAPE AND
MUDD - EACH SIDE PAINT
(LEVEL 4 FINISH) TYP.
ACOUSTIC INSULATION (PROVIDE
ACOUSTIC SEALANT @ TOP TRACK
-BOTH SIDES)
20 GA METAL DEFLECTION TRACK
@ FULL HEIGHT PARTITIONS - SEAL
ALL VOIDS & GAPS
4" RUBBER COVE BASE
- TYP.
FULL HT. 6" WALL W/ 20GA. METAL
STUDS @ 16" O.C. WITH SOUND
BATT INSULATION
CONTRACTOR TO
VERIFY HEIGHT 3/4"GAP1 1/4" MIN.OVERLAP9'-0" - CEILING LINE 3/4"DEFLECTION TRACK CEILING
RUNNER 25MSG MIN. GALV.
STL. w/ 3" OR 4" LEGS
OFFSET @ MIDPOINT 5/8"
FIRE SEAL, TYP.
EXIST. STRUCTURE ABOVE
ATTACH EXIST. METAL DECK
w/ #8 METAL SCREWS
FASTENERS @ 16"oc
12'-0"
FIRE SEAL
1
A3.01
2 1/2" = 1'-0"
1- HOUR DEMISING WALL @ CORR.
FULL HEIGHT WALL SECTION NEW DEMISING WALL(PROVIDE METAL STUD WALL @ COOK LINE)
5 1/2" = 1'-0"
BRACING DETAIL
TYPICAL TENANT INTERIOR WALL
0'-0"
9'-0"
8'-0"
NEW 3 5/8" 22GA. METAL STUDS @ 16"oc
- PROVIDE 5/8" G.W.B. EACH SIDE PVA
PRIMER & PAINT EACH SIDE TYP.
SOUND BATT. INSULATION
WHERE NOTED PER PLANS
DIAGONAL BRACING @ 4'-0" O.C.
ALT. DIRECTION, TYPICAL
BLOCKING AT +8'-0"
4" RUBBER COVE BASE
PER FINISH PLAN
FLOORING PER
CONTRACTOR
SUSPENDED CEILING6"ATTACH METAL TRACK TO CONCRETE
FLOOR WITH 0.145 DIA. HILTI POWER
ACTUATED ANCHORS @ MIN. 2'-0" O.C.
(ICBO ER-2388)
4" RUBBER COVE BASE
SUSPENDED CEILING
PER 3/A3.01
FULL HT. 6" WALL W/
20GA. METAL STUDS @
16" O.C. WITH SOUND
BATT INSULATION
BLOCKING @ 8'-0" A.F.F.
8'-0"
5/8" TYPE "X" GWB , FIRE TAPE AND
MUD EACH SIDE
FIRE SEALANT @ BASE
EXISTING CONCRETE SLAB
EXISTING
STRUCTURE
12'-0"
ATTACH METAL TOP TRACK W/ #6
METAL SCREWS @ 16"O.C.
9'-0"
12'-0" EXIST. 2ND FLOOR
EXISTING DRYWALL
CEILING @ CORRIDOR3'-0"CONTRACTORTO VERIFY1
A3.01
A3.01
WALL
SECTIONSIDEAL OPTIONSuite 104500 SW 7th StreetRenton, WA. 9805706.06.23OWNER REVIEW06.06.23CONTRACTOR BUDGET SETWall Sections, Wall Bracing / Ceiling Bracing6/6/2023 6:42:03 PM, alex gentile, ARCH full bleed D (36.00 x 24.00 Inches), 1:1
NAPKIN /
TAMPON
DISPOSAL
NOTES:
1.) PROVIDE P-LAM UP TO 4'-0" ON ALL WALLS WITH J- MOULD AT TOP TRIM.
2.) RESTROOM FLOOR TO BE SHEET VINYL WITH 6" INTEGRATED COVE BASE WITH 3/8" MIN. RADIUS.
3.) MAXIMUM REACH DEPTH AND HEIGHT PER ICC TABLE 606.7
54" MIN.
3
6
"
G
R
A
B
B
A
R
12" MAX.
39" - 41" MIN.17" - 19"19" TO BOTTOM7" - 9"
42" GRAB BAR
TOILET PAPER
DISPENSER
WALL HUNG
TOILET (W.C.)15" MIN. TO BOT.48" MAX. TO TOP33" - 36"TOP OF GRAB BAR (I.C.C. 609.4)39" - 41"BOT. OF GRAB BAR (I.C.C. 604.5.1)18" MIN.44" MAX.SEAT COVER
DISPENSER
40" MAX.17" - 19"16" - 18"
17" - 19"
6"36" MIN.
MIRROR
74" MIN.40" MAX.40" MAX.3'-3" MAX.SOAP
DISPENSER
LAVATORY
INSULATE SINK PIPES
29" MIN.34" MAX.15" MIN.SOAP AND PAPERTOWEL DISPENSERSCENTERLINE
OF
EDGE OF
DISPENSER
SINK TO
40"60 1/2"DISPENSER/
WASTE
RECEPTACLE 40"NAPKIN/
TAMPON
DISPENSER
NAPKIN/
TAMPON
DISPOSAL57"34"1 3/4" = 1'-0"
MOUNTING HEIGHTS
603 TOILET AND BATHING ROOMS:
1.) 603.2.1 TURNING SPACE:
A TURNING SPACE COMPLYING WITH 304 SHALL BE PROVIDED WITHIN THE ROOM.
2.) 603.2.2 OVERLAP:
CLEAR FLOOR SPACES, CLEARANCES AT FIXTURES, AND TURNING SPACES SHALL
BE PERMITTED TO OVERLAP.
3.) 603.2.3 DOOR SWING:
DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE FOR
ANY FIXTURE.
EXCEPTIONS:
1.) DOORS TO A TOILET AND BATHING ROOM FOR A SINGLE OCCUPANT.
ACCESSED ONLY THROUGH A PRIVATE OFFICE AND NOT FOR COMMON USE
OR PUBLIC USE HALL BE PERMITTED TO SWING INTO THE CLEAR FLOOR
SPACE. PROVIDED THE SWING OF THE DOOR CAN BE REVERSED TO MEET
SECTION 603.2.3
2 3/4" = 1'-0"
RESTROOM SIGNAGE6'-8" MIN. HEIGHT32" MIN. CLEAR
FLOORFLOOR
FLOOR
PROVIDE LEVER TYPE HANDLE
DOOR LATCH WITH OPENING
FORCE OF 5 LBS. MAX.
(INTERIOR DOOR), DOOR
HANDLES SHALL NOT REQUIRE
TIGHT GRASP, PINCHING OR
TWISTING OF WRIST TO OPERATE
NOTES:
PROVIDE AT H.C. TOILET ROOM
(MOUNT CENTERED ON DOOR)
MEN
6"8"1"4"3 1/2"MOUNT WITH
DOUBLE
BACK TAPE
3/4" HIGH WHITE
TACTILE LETTERS w/
BRAILLE CHARACTERS
1/2" RADIUS
CORNERS,
TYPICAL
WHITE GRAPHIC
SYMBOLS AT
RESTROOMS WITH
1/4" GRAY PLASTIC
LAMINATE WITH
POLISHED EDGES
MEN
5'-4" MAX.5 1 1/2" = 1'-0"
ADA GRABBAR ATTACHMENT 6 N.T.S.
SIGNAGE
CENTERLINE OF DOOR AND SIGN
5'-0"
A.F.F.
MEN / WOMEN OR UNISEX AS REQUIRED PER PLAN
SEE PLAN FOR SIGNAGE LOCATIONS
CENTERLINE OF SIGNRESTROOM SIGNAGE
NOTE: IDENTIFICATION SYMBOLS
PER ADA SECTION 4.30 SIGNAGE
INTERNATIONAL SYMBOL OF ACCESSIBILITY PER ICC ANSI 117.1 - 2003 FIG 703.6.3.1
IBC SECTION 1110 - SIGNAGE
1110.1 SIGNS
7.) UNISEX TOILETS AND BATHING ROOMS
ICC ANSI 117.1
703.5 PICTOGRAMS
703.5.2 PICTOGRAM FIELD. PICTOGRAMS SHALL HAVE A
6 INCH FIELD MIN. IN HEIGHT.
703.6 SYMBOLS OF ACCESSIBILITY74" MIN.40" MAX.ICC 603.534" MAX.ICC 606.327" MIN.ICC 306.3.36 MAX.
PER ICC 306.2.4
LEVER
VALVE MIRROR (SAFETY GLAZING)8" MIN.
11" MIN.
KNEE
CLEARANCE 9" MIN.PIPING
17" MAX.
17" MIN. - 25" MAX.
KNEE/TOE
CLEARANCE
3 3/4" = 1'-0"
ADA CLEARANCE
NOTES:
1.) TOE CLEARANCE 30" MINIMUM IN WIDTH PER ICC 117.1 306.2.5
2.) KNEE CLEARANCE 30" MINIMUM IN WIDTH PER ICC 117.1 306.3.5
3.) CONTRASTING COLOR BETWEEN COUNTER TOP AND FLOORING.
4.) CLEAR KNEE SPACE TO BE 29" A.F.F. MIN.
SEE DETAIL
DETAIL
ELEVATION ICC306.2.1PROTECTED
ICC 606.6
32" MIN.90°(A) HINGED DOOR
(B) SLIDING DOOR
4 3/8" = 1'-0"
DOOR CLEARANCE
(C) FOLDING DOOR
(D) DOORWAYS WITHOUT DOORS24" MAX.32" MIN.
36" MIN.
32" MIN.
ACCESSIBLE PER ICC 604.2
AMBULATORY PER ICC 604.2
12" MIN.24" MIN.
FLUSH HANDLE
ON WIDE SIDE
OF STALL OR
ROOM
33" - 36"I.C.C. 609.4I.C.C. 604.442" MIN.
18" VERT.
GRAB BAR
24" MIN.
GRAB BARS PER I.C.C. 604.5GRAB BAR SECTION
1 1/2" MAX.1 1/4" - 2" MAX.
PER I.C.C. 609.2.1
METAL STUDS PER PLAN
16GA. METAL STUD
BLKG. w/ 1- A35
CLIP TOP AND BOTTOM
1/4"Ø SHEET METAL
SCREWS TO METAL
BLOCKING
1 1/4"Ø GRAB BAR
SEE 5/A4.01
BACKING
DETAIL
1.) 604.5.1 FIXED WALL GRAB BARS:
FIXED SIDEWALL GRAB BARS SHALL BE 42 INCHES MIN. IN LENGTH, LOCATED 12 INCHES
MAX. FROM THE REAR WALL AND EXTENDING 54 INCHES MIN. FROM THE REAR WALL IN
ADDITION, A VERTICAL GRAB BAR 18 INCHES MIN. IN LENGTH SHALL BE MOUNTED WITH
THE BOTTOM OF THE BAR LOCATED BETWEEN 39 INCHES ABD 41 INCHES ABOVE THE FLOOR,
AND 41 INCHES FROM THE REAR WALL.
2.) 604.5.2 REAR WALL GRAB BARS:
3.) 609.1 GENERAL:
GRAB BARS IN ACCESSIBLE TOILET OR BATHING FACILITIES SHALL COMPLY WITH SECTION 609.
4.) 609.2.1 CIRCULAR CROSS SECTION:
GRAB BARS WITH A CIRCULAR CROSS SECTION SHALL HAVE A OUTSIDE DIAMETER OF
1 1/4" MIN. AND 2 INCHES MAX.
5.) 609.2.2 NON-CIRCULAR CROSS SECTION:
GRAB BARS WITH A NON-CIRCULAR CROSS SECTION SHALL HAVE A CROSS SECTION DIMENSION
OF 2 INCHES MAX. AND PERIMETER DIMENSION OF 4 INCHES MIN. AND 4.8 INCHES MAX.
6.) 609.2.3 SPACING:
WALL AND THE GRAB BARS AND PROJECTING OBJECTS BELOW AND AT THE ENDS OF GRAB BARS
SHALL BE 1 1/2" MIN. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE
THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1 1/2". THE SPACE BETWEEN THE
THE GRAB BAR SHALL BE 12" MIN.
7.) 609.4 POSITION OF GRAB BARS:
GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33 INCHES MIN. AND 36 INCHES
MAX. ABOVE THE FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE. AT WATER CLOSETS
PRIMARILY FOR CHILDREN USE COMPLYING WITH SECTION 604.10, GRAB BARS SHALL BE
INSTALLED IN A HORIZONTAL POSITION 18" MIN. AND 27" MAX. ABOVE THE FLOOR MEASURED
TO THE TOP OF GRIPPING SURFACE.
8.) 609.5 SURFACE HAZARDS:
GRAB BARS, AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS, SHALL BE FREE
OF SHARP OR ABRASIVE ELEMENTS. EDGES SHALL BE ROUNDED.
THE REAR WALL GRAB BAR SHALL BE 36" MIN. IN LENGTH AND EXTEND FROM THE
CENTERLINE OF THE WATER CLOSET 12" MIN. ON THE SIDE OF CLOSET TO WALL AND
24 INCHES MIN. ON THE TRANSFER SIDE.
9.) 609.6 FITTINGS:
GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.
2.) WHERE THE ROOM IS FOR INDIVIDUAL USE AND A CLEAR FLOOR SPACE
COMPLYING WITH SECTION 305.3 IS PROVIDED WITHIN THE ROOM BEYOND THE
ARC OF THE DOOR SWING.
4.) 603.3 MIRRORS:
WITH THE BOTTOM EDGE 40 INCHES MAX. ABOVE THE FLOOR. MIRRORS NOT
5.) 603.4 COAT HOOKS AND SHELVES:
6.) 604.1 GENERAL:
MIRRORS LOCATED ABOVE LAVATORIES, SINKS OR COUNTERS SHALL BE MOUNTED
LOCATED ABOVE LAVATORIES, SINKS OR COUNTERS HALL BE MOUNTED WITH THE
BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES MAX. ABOVE THE FLOOR.
COAT HOOKS SHALL BE LOCATED WITHIN ONE OF THE REACH SPECIFIED
IN SECTION 308. SHELVES SHALL BE 40 INCHES MIN. AND 48 INCHES MAX.
ABOVE THE FLOOR.
SECTION 604. COMPARTMENTS CONTAINING MORE THAN ONE PLUMBING FIXTURE
SHALL COMPLY WITH SECTION 603. WHEELCHAIR ACCESSIBLE COMPARTMENTS
ACCESSIBLE WATER CLOSETS AND TOILET COMPARTMENTS SHALL COMPLY WITH
SHALL COMPLY WITH SECTION 604.8 AMBULATORY ACCESSIBLE COMPARTMENTS
SHALL COMPLY WITH SECTION 604.9
7.) 604.2 LOCATION:
THE WATER CLOSET SHALL BE LOCATED WITH A WALL OR PARTITION TO THE REAR AND
TO ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES MINIMUM
TO 18 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION. WATER CLOSET LOCATED
IN AMBULATORY ACCESSIBLE COMPARTMENTS SPECIFIED IN SECTION 604.9 SHALL HAVE
THE CENTERLINE OF THE WATER CLOSET 17 INCHES MAX. FOR THE SIDE OF WALL OR
PARTITION.
8.) 604.3 CLEARANCE:
9.) 604.3.1 SIZE:
A CLEARANCE AROUND A WATER CLOSET 60 INCHES MINIMUM, MEASURED PERPENDICULAR
FROM THE SIDE WALL, AND 56 INCHES MIN. MEASURED PERPENDICULAR FROM THE REAR
WALL, SHALL BE PROVIDED.
10.) 604.3.2 OVERLAP:
THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO
OVERLAP THE WATER CLOSET. ASSOCIATED GRAB BARS, PAPER DISPENSERS, SANITARY
NAPKIN RECEPTACLES, COAT HOOKS, SHELVES, ACCESSIBLE ROUTES. CLEAR FLOOR
SPACE AT OTHER FIXTURES AND THE TURNING SPACE. NO OTHER FIXTURES OR
OBSTRUCTIONS SHALL BE WITHIN THE REQUIRED WATER CLOSET CLEARANCES.
11.) 604.4 HEIGHT:
ABOVE THE FLOOR, MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE SPRUNG
THE HEIGHT OF WATER CLOSET SEATS SHALL BE 17 INCHES MIN. AND 19 INCHES MAX.
TO RETURN TO A LIFTED POSITION.
FLOOR
L.L.C. 404 DOORS AND DOORWAYS:
1.) 404.1 GENERAL:
DOORS AND DOORWAYS THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY
WITH SECTION 404.
2.) 404.2 MANUAL DOORS:
MANUAL DOORS AND DOORWAYS AND MANUAL GATES, INCLUDING TICKET GATES,
SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 404.2
3.) 404.2.1 DOUBLE-LEAF DOORS AND GATES:
AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL
COMPLY WITH SECTIONS 404.2.2 AND 404.2.3
4.) 404.2.2 CLEAR WIDTH:
WIDTH OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF
THE DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS DOOR AND DOORWAYS
WITHOUT DOORS MORE THAN 24 INCHES IN DEPTH SHALL PROVIDE A CLEAR OPENINGS
WIDTH OF 36 INCHES MIN. THERE SHALL BE NO PROJECTIONS INTO THE CLEAR
CLEAR OPENING WIDTH BETWEEN 34 INCHES AND 80 INCHES ABOVE THE FLOOR SHALL
NOT EXCEED 4 INCHES.
DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32 INCHES MIN. CLEAR OPENING
OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FLOOR. PROJECTIONS INTO THE
EXCEPTIONS:
1.) DOOR CLOSER AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES MIN.
ABOVE THE FLOOR
2.) IN ALTERATIONS, PROJECTION OF 5/8 INCH MAX. INTO THE REQUIRED CLEAR
OPENING WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE STOP.
5.) 404.2.3.5 FLOOR SURFACE:
FLOOR SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT
STEEPER THAN 1:48 AND SHALL COMPLY WITH SECTION 302
6.) 404.2.4 THRESHOLDS AT DOORWAYS:
IF PROVIDED THRESHOLD OR DOORWAYS SHALL BE 1/2 INCH MA.X IN HEIGHT.
RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH
SECTIONS 302 AND 303.
5.) PER ICC 306.3.4 CLEARANCE REDUCTION. BETWEEN 9" AND 27" ABOVE THE FLOOR, THE KNEE
CLEARANCE SHALL BE PERMITTED TO BE REDUCED AT A RATE OF 1" FOR EACH 6" IN HEIGHT.
REQUIRED ACCESSIBLE ELEMENTS HALL BE IDENTIFIED BY
THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE
FOLLOWING LOCATIONS.
703.5.1 GENERAL PICTOGRAMS SHALL COMPLY WITH
SECTION 703.5
CHARACTERS OR BRAILLE SHALL NOT BE LOCATED IN THE
PICTOGRAMS FIELD.
703.5.3 FINISH AND CONTRAST. PICTOGRAMS AND THEIR FIELDS
SHALL HAVE A NON GLARE FINISH. PICTOGRAMS SHALL CONTRAST
WITH THEIR FIELDS, WITH EITHER A LIGHT PICTOGRAM ON A DARK
FIELD OR A DARK PICTOGRAM ON A LIGHT FIELD.
703.6.1 GENERAL SYMBOLS OF ACCESSIBILITY SHALL COMPLY WITH
SECTION 703.6
703.6.2 FINISH AND CONTRAST. SYMBOLS OF ACCESSIBILITY AND
THEIR FIELDS SHALL HAVE A NON GLARE FINISH. SYMBOLS OF
ACCESSIBILITY SHALL CONTRAST WITH THEIR FIELDS, WITH EITHER A
LIGHT SYMBOL ON A DARK FIELD OR DARK SYMBOL ON A LIGHT FIELD.
TABLE 404.2.3.1 MANEUVERING AT MANUAL SWINGING DOORS
TYPE OF USE MINIMUM MANEUVERING CLEARANCES
APPROACH DIRECTION
DOOR SIDE
PERPENDICULAR TO DOORWAY PARALLEL TO DOORWAY
(BEYOND LATCH UNLESS NOTED)
FROM START
FROM START
FROM HINGE SIDE
FROM HINGE SIDE
FROM HINGE SIDE
FROM LATCH SIDE
FROM LATCH SIDE
PULL
PUSH
PULL
PULL
PUSH
PULL
PUSH
60 INCHES
48 INCHES
60 INCHES
54 INCHES
42 INCHES (1)
48 INCHES (2)
42 INCHES (3)
18 INCHES
0 INCHES (3)
36 INCHES
42 INCHES
22 INCHES (3 & 4)
24 INCHES
24 INCHES
A4.01
ADA
SHEETIDEAL OPTIONSuite 104500 SW 7th StreetRenton, WA. 9805706.06.23OWNER REVIEW06.06.23CONTRACTOR BUDGET SETADA Details6/6/2023 6:43:00 PM, alex gentile, ARCH full bleed D (36.00 x 24.00 Inches), 1:1