21-101714-CO SITE Plans33810 WEYERHAEUSER WAY S, SUITE 210
FEDERAL WAY, WASHINGTON
W
Ir
D
U
Lu
cc
2
U
Q
N
a
Lu
N
z_
F-
H
m
z
z
W
W
W
>
O
a
U)
�
z
C)
z
Q
Z
X
W
Lu
~
n
n
<C
O
N
W
uj
Q
N
00 p
O N
U c
U 2
¢ CC?
y a. v
y Lu Lu
Z O
3 z
y
a
pw
Z�
QU)
a3:
F~
(n _
Z�
F
IL Z
Ow
} w
F w
Lu w
Lu C
Oa
CL }
am
wa
=w
~O
wX
< Lu
Q Y
z =
ZO
O�
F
0w
U�
a}
U) Z
pa
ZM
¢O
LL
p
Z w
�Z)
¢w
mm
pF
w0
() Z
w J
= J
�a
O
71,
W
~ z
�O
Cl)�
cz
aCl)
�a
LLI
DC
cn>-
=a
W�
a J
IX =a
W lz
W 0
LL
O
O
M
M
CO
Y
cz
Q
W
cz
Ir
O
Lu
Q
LL
C)
Lu
U)
Lu
V /
W
N
nro
V /
z
Lu
J
W
U
W
Cn
Cc
W
O
C�
DATE: xxxx
JOB NO.: SEA-21-011
ABBREVIATIONS
&
AND
GA.
GAUGE
Z_
ANGLE
GALV.
GALVANIZED
@
AT
G.B.
GRAB BAR
0
DIAMETER OR ROUND
GL.
GLASS
#
POUND OR NUMBER
GND.
GROUND
(E)
EXISTING
GR.
GRADE
(R)
RELOCATED
GYP.
GYPSUM
(N)
NEW
H.B.
HOSE BIBB
A.B.
ANCHOR BOLT
H.C.
HOLLOW CORE
ACOUS.
ACOUSTICAL
HDWD.
HARDWOOD
A.D.
AREA DRAIN
HDWE.
HARDWARE
ADJ.
ADJUSTABLE
H.M.
HOLLOW METAL
AGGR.
AGGREGATE
HORIZ.
HORIZONTAL
AL.
ALUMINUM
HR.
HOUR
ALT.
ALTERNATE
HGT.
HEIGHT
A.P.
ACCESS PANEL
APPROX.
APPROXIMATE
I.D.
INSIDE DIAMETER (DIM.)
ARCH.
ARCHITECTURAL
INC.
INCANDESCENT
ASB.
ASBESTOS
INFO.
INFORMATION
ASPH.
ASPHALT
INSUL.
INSULATION
A.F.F.
ABOVE FINISH FLOOR
INT.
INTERIOR
INTER.
INTERMEDIATE
B.B.
BULLETIN BOARD
BD.
BOARD
JAN.
JANITOR
BITUM
BITUMINOUS
JT.
JOINT
BKG.
BACKING
BLDG.
BUILDING
KIT.
KITCHEN
BLK.
BLOCK
BLKG.
BLOCKING
LAB.
LABORATORY
BM.
BEAM
LAM.
LAMINATE
BOT.
BOTTOM
LAV.
LAVATORY
LKR.
LOCKER
CAB.
CABINET
LT.
LIGHT
C.B.
CATCH BASIN
CEM.
CEMENT
MAS.
MASONRY
CER.
CERAMIC
MAT.
MATERIAL
C.I.
CAST IRON
MAX.
MAXIMUM
C.G.
CORNER GUARD
M.B.
MACHINE BOLT
C.J.
CONSTRUCTION JOINT
M.C.
MEDICINE CABINET
CLG.
CEILING
MECH.
MECHANICAL
CLKG.
CALKING
MEMB.
MEMBRANE
CLO.
CLOSET
MET.
METAL
CLR.
CLEAR
MFR.
MANUFACTURER
C.O.
CASED OPENING
MH.
MANHOLE
COL.
COLUMN
MIN.
MINIMUM
CONC.
CONCRETE
MIR.
MIRROR
CONN.
CONNECTION
MISC.
MISCELLANEOUS
CONSTR.
CONSTRUCTION
M.O.
MASONRY OPENING
CONT.
CONTINUOUS
MTD.
MOUNTED
CORR.
CORRIDOR
MUL.
MULLION
CPT.
CARPET
CTSK
COUNTERSUNK
N.
NORTH
CNTR.
COUNTER
N.I.C.
NOT IN CONTRACT
CTR.
CENTER
NO. OR #
NUMBER
NOM.
NOMINAL
DET.
DETAIL
N.T.S.
NOT TO SCALE
DIA.
DIAMETER
DIM.
DIMENSION
O.A.
OVERALL
DISP.
DISPENSER
OBS.
OBSCURE
DN.
DOWN
O.C.
ON CENTER
D.O.
DOOR OPENING
O.D.
OUTSIDE DIAMETER (DIM.)
DR.
DOOR
OFF.
OFFICE
DWR.
DRAWER
O.H.
OPPOSITE HAND
IDS.
DOWNSPOUT
OPNG.
OPENING
D.S.P.
DRY STANDPIPE
OPP.
OPPOSITE
DWG.
DRAWING
P.
PAINT
E.
EAST
P.A.D.
POWDER ACTUATED DEVICE
EA.
EACH
PRCST.
PRE -CAST
E.B.
EXPANSION BOLT
PL.
PLATE
E.J.
EXPANSION JOINT
P.LAM.
PLASTIC LAMINATE
EL.
ELEVATION
PLAS.
PLASTER
ELEC.
ELECTRICAL
PLYWD.
PLYWOOD
ELEV.
ELEVATOR
PR.
PAIR
EMER.
EMERGENCY
PT.
POINT
ENCL.
ENCLOSURE
P.T.D.
PAPER TOWEL DISPENSER
ENGR.
ENGINEER
P.T.D/R
COMBINATION PAPER TOWEL
E.P.
ELECTRICAL PANELBOARD
DISPENSER & RECEPTACLE PARTITION
EQ.
EQUAL
PTN.
PARTITION
EQPT.
EQUIPMENT
P.T.R.
PAPER TOWEL RECEPTACLE
E.W.C.
ELECTRICAL WATER COOLER
EXST.
EXISTING
Q.T.
QUARRY TILE
EXPO.
EXPOSED
QTY.
QUANTITY
EXP.
EXPANSION
EXT.
EXTERIOR
R.
RISER
RAID.
RADIUS
F.A.
FIRE ALARM
R.D.
ROOF DRAIN
F.B.
FLAT BAR
REF.
REFERENCE
F.D.
FLOOR DRAIN
REFR.
REFRIGERATOR
FDN.
FOUNDATION
RGTR.
REGISTER
F.E.
FIRE EXTINGUISHER
REINF.
REINFORCED
F.E.C.
FIRE EXTINGUISHER CABINET
REQ.
REQUIRED
F.H.C.
FIRE HOSE CABINET
RESIL.
RESILIENT
F.H.W.S.
FLAT HEAD WOOD SCREW
RM.
ROOM
FIN.
FINISH
R.O.
ROUGH OPENING
FIXT.
FIXTURE
RUB.
RUBBER
FL.
FLOOR
FLASH.
FLASHING
F.O.F.
FACE OF FINISH
FLUOR.
FLUORESCENT
F.O.S.
FACE OF STUDS
F.O.C.
FACE OF CONCRETE
F.O.SH.
FACE OF SHEATING
F.O.F.
FACE OF FINISH
FPRF.
FIREPROOF
F.O.S.
FACE OF STUDS
F.S.
FULL SIZE
F.O.SH.
FACE OF SHEATING
FT.
FOOT OR FEET
FPRF.
FIREPROOF
FTG.
FOOTING
F.S.
FULL SIZE
FT.
FOOT OR FEET
RWD.
REDWOOD
FTG.
FOOTING
R.W.L.
RAIN WATER LEADER
SYMBOLS LEGEND
S.
GAUGE
S.A.D.
GALVANIZED
S.C.
GRAB BAR
S.C.D.
GLASS
SCHED.
GROUND
S.D.
GRADE
SECT.
GYPSUM
S.E.D.
SEE ELECTRICAL DRAWING
SH.
SHELF
SHR.
SHOWER
SHT.
SHEET
SIM.
SIMILAR
S.M.D.
SEE MECHANICAL DRAWING
S.M.S.
SHEET METAL SCREW
S.N.D.
SANITARY NAPKIN DISPENSER
S.N.R.
SANITARY NAPKIN RECEPTACLE
SPEC.
SPECIFICATION
S.P.D.
SEE PLUMBING DRAWING
SQ.
SQUARE
S.S.D.
SEE STRUCTURAL DRAWING
S.ST.
STAINLESS STEEL
S.SK.
SERVICE SINK
STA.
STATION
STD.
STANDARD
STL.
STEEL
STOR.
STORAGE
STRL.
STRUCTURAL
SUSP.
SUSPENDED
SYM.
SYMMETRICAL
TRD.
TREAD
T.B.
TOWEL BAR
T.C.
TOP OF CURB
TEL.
TELEPHONE
TER.
TERRAZZO
T.&G.
TONGUE AND GROOVE
THK.
THICK
THRES.
THRESHOLD
T.O.PV.
TOP OF PAVEMENT
T.O.P.
TOP OF PARAPET
T.O.SH.
TOP OF SHEATING
T.P.B.
TELEPHONE PANELBOARD
T.P.D.
TOILET PAPER DISPENSER
T.V.
TELEVISION
T.O.W.
TOP OF WALL
TYP.
TYPICAL
UNF. UNFINISHED
U.O.N. UNLESS OTHERWISE NOTED
UR. URINAL
V.C.T.
VINYL COMPOSITION TILE
VERT.
VERTICAL
VEST
VESTIBULE
V.I.F.
VERIFY IN FIELD
W.
WEST
W/
WITH
WC.
WAL COVERING
W.C.
WATER CLOSET
WD
WOOD
W.F.
WIDE FLANGE
W.O.
WHERE OCCURS
W/0
WITHOUT
WP.
WATERPROOF
WSCT.
WAINSCOT
WT.
WEIGHT
W.R.
WATER RESISTANT
ROOM NAME
1
101
ROOM NAME/NUMBER
1
A3.1
SINGLE VIEW ELEVATION
+10-�►
CEILING HEIGHT
101 •
DOOR NUMBER
1
1 A101 1
MULTI VIEW ELEVATION
W1
WINDOW NUMBER
1
�A
KEYNOTE
�1� �1�
BUILDING SECTION
A3.1 A3.1
OWALL
TYPE
�1
EQUIPMENT
A3.1
WALL SECTION
PLUMBING
1
A3.1
DETAIL REFERENCE
REVISION NUMBER
CDREVISION
CLOUD
1 / A101
DETAIL REFERENCE
1 �
l J A3.1
ENLARGED PLAN REFERENCE
9 3217th &
CD
e
M
0 �
r
r
r
VICINITY MAP
Northwest
Kldney Centers
9 Ae rotA
15
Li L_
EV
GENERAL NOTES
17HIS PROJECT AND ALL WORK ASSOCIATED WITH THE PROJECT SHALL CONFORM TO STATE AND LOCAL CODE
JURISDICTIONS.
2. THE TERM ARCHITECT OR DESIGNER AS USED IN THESE DOCUMENTS SHALL REFER TO TWINSTEPS.
3. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR MEANS,
METHODS, TECHNIQUES, SEQUENCE ON PROCEDURE, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN
CONNECTION WITH THE WORK, ALL WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
4. SHORING, TEMPORARY SUPPORTS, AND SAFETY OF ERECTION BRACING DURING DEMOLITION AND / OR
CONSTRUCTION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND HAS NOT BEEN CONSIDERED BY THE
STRUCTURAL ENGINEER OR THE ARCHITECT.
5. ALL WORK NOTED "N.I.C." OR "NOT IN CONTRACT" IS TO BE ACCOMPLISHED BY A CONTRACTOR OTHER THAN
THE GENERAL CONTRACTOR AND IS NOT TO BE PART OF THE CONSTRUCTION AGREEMENT. THE GENERAL
CONTRACTOR SHALL COORDINATE WITH "OTHER"CONTRACTORS PER REQUIREMENTS ESTABLISHED BY THE
OWNER AND TENANT.
6. THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS ARE RESPONSIBLE FOR EXAMINING CONTRACT
DOCUMENTS, FIELD CONDITIONS, AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE
PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER
COORDINATION ITEMS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE
ARCHITECT BEFORE PROCEEDING WITH WORK IN QUESTIONS OR RELATED WORK.
7. CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION CHANGES (AS -BUILT DRAWINGS)
AND SHALL PROVIDE SAID DOCUMENTATION TO THE ARCHITECT UPON COMPLETION OF CONSTRUCTION.
8. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR TO COORDINATE WITH ALL SUB CONTRACTORS
PER REQUIREMENTS ESTABLISHED BY THE OWNER, TENANT OR BOTH WHICH ARE UNDER SEPARATE
CONTRACT WITH THE OWNER, TENANT, OR BOTH.
9. THE STRUCTURAL, ELECTRICAL, MECHANICAL, & PLUMBING & OTHER DRAWINGS AND JOB SPECIFICATIONS
ARE SUPPLEMENTARY TO THE ARCHITECTURAL CONSTRUCTION DRAWINGS. ANY DISCREPANCY BETWEEN
THESE DOCUMENTS SHALL BE IMMEDIATELY BRIGHT TO THE ATTENTION OF THE ARCHITECT FOR
CLARIFICATION.
10. THE INTENT OF DRAWINGS AND SPECIFICATIONS IS TO INCLUDE ALL LABOR, MATERIALS & SERVICES
NECESSARY FOR THE COMPLETION OF ALL WORK SHOWN, DESCRIBED, OR REASONABLY IMPLIED, BUT NOT
LIMITED TO THAT EXPLICITLY INDICATED ON THE CONTRACT DOCUMENTS.
11. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT ACCORDANCE WITH THE
MANUFACTURERS RECOMMENDATIONS, UNLESS NOTED OTHERWISE.
12. ANY WORK INSTALLED IN CONFLICT WITH THE CONSTRUCTION DRAWINGS, WITHOUT THE PRIOR APPROVAL
OF THE OWNER AND THE ARCHITECT SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.
13. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY SPECIFIED MATERIALS OR
EQUIPMENT WHICH ARE EITHER UNAVAILABLE OR THAT WILL CAUSE A DELAY IN THE CONSTRUCTION
COMPLETION SCHEDULE. THE CONTRACTOR SHALL SUBMIT CONFIRMATIONS OF DELIVERY DATES FOR ORDERS
OF MATERIALS AND EQUIPMENT HAVING LONG LEAD TIMES.
14. ALL REQUESTS FOR SUBSTITUTIONS OF ITEMS SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT.
SUBSTITUTIONS SHALL BE OF EQUAL QUALITY.
15. UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL SUBMIT 3 SETS OF
SHOP DRAWINGS. FABRICATION SHALL NOT BEGIN UNTIL AFTER RECEIVING THE ARCHITECT'S OR ENGINEER'S
APPROVAL.
16. THE ARCHITECT'S REVIEW OF SHOP DRAWINGS SHALL NOT RELIEVE THE GENERAL CONTRACTOR OR
SUBCONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS UNLESS
HE HAS, IN WRITING, AND BROUGHT TO THE ATTENTION OF THE ARCHITECT SUCH DEVIATIONS AT THE TIME OF
THE SUBMISSION, NOR SHALL IT RELIEVE HIM FROM RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP
DRAWINGS.
17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING PERMITS
PRIOR TO STARTING CONSTRUCTION.
18. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPLICANT SHALL HAVE EVIDENCE OF CURRENT
WORKMAN'S COMPENSATION INSURANCE COVERAGE ON FILE WITH THE STATE LABOR CODES.
19. PROVIDE CONTINUOUS INSPECTIONS AS SET FORTH IN LOCAL AND STATE CODES AND PER THE CONTRACT
DOCUMENTS AS NEEDED.
20. PRIOR TO THE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY FOR THIS PROJECT, THE GENERAL
CONTRACTOR SHALL SUBMIT A SIGNED CERTIFICATE TO THE DEPARTMENT OF BUILDING & SAFETY STATING
THAT ALL WORK HAS BEEN PERFORMED AND MATERIALS INSTALLED ACCORDING TO THE PLANS AND
SPECIFICATIONS AFFECTING NON-RESIDENTIAL ENERGY.
21. WHERE EXISTING TENANTS ARE ADJACENT TO THE JOB SITE, THE CONTRACTOR SHALL MINIMIZE
CONSTRUCTION NOISE. EXTREME CONSTRUCTION NOISE SHALL OCCUR ON NON -TYPICAL BUSINESS HOURS.
CONTRACTOR SHALL NOTIFY THE BUILDING REPRESENTATIVE OF SPECIAL CIRCUMSTANCES PRIOR TO WORK.
22. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AND SURROUNDING AREAS FREE
FROM DUST AND DEBRIS. THE WORK SHALL BE INC CONFORMANCE WITH THE AIR & WATER POLLUTION
CONTROL STANDARDS AND REGULATIONS OF THE STATE DEPARTMENT OF HEALTH.
23. CONSTRUCTION WASTE & DEBRIS SHALL BE DEPOSITED AT AN APPROPRIATE SITE.
24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF THE JOB AFTER COMPLETION.
25. THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION, WHERE REQUIRED PER STATE AND LOCAL
CODES.
26. IF TRENCHES OR EXCAVATIONS 5-0" OR MORE IN DEPTH ARE REQUIRE, OBTAIN A BUILDING OR GRADING
PERMIT.
27. NO HAZARDOUS MATERIALS SHALL BE USED OR STORED WITHIN THE BUILDING WHICH DOES NOT COMPLY
WITH THE LOCAL FIRE AUTHORITY AND STATE & COUNTY REQUIREMENTS.
28. THE CONTRACTOR IS RESPONSIBLE FOR BLOCKING OFF SUPPLY & RETURN AIR GRILLES & DUCTS TO KEEP
DUST FROM ENTERING INTO THE BUILDING DISTRIBUTION SYSTEMS.
29. ALL CONSTRUCTION & DEMOLITION SHALL BE DONE IN ACCORDANCE WITH LOCAL & STATE CODES.
30. UNLESS OTHERWISE NOTED OR INDICATED, ALL DIMENSIONS ON THESE DOCUMENTS SHALL BE TO FACE OF
CURB, FACE OF CONCRETE, FACE OF FINISH OR CENTERLINE OF GRIDS.
31. ALL VERTICAL DIMENSIONS SHOWN ARE FROM FLOOR SLAB, UNLESS NOTED OTHERWISE.
32. DIMENSIONS TAKE PRECEDENCE. DO NOT SCALE THE DRAWINGS. LARGER DETAILED DRAWINGS TAKE
PRECEDENCE OVER SMALLER SCALED DRAWINGS.
33. WHERE ELECTRICAL, MECHANICAL, OR PLUMBING ITEMS PENETRATE A FOOTING, SLAB, WALL CEILING ETC.
IT IS REQUIRED THAT AN APPROPRIATELY SIZED OPENING OR CLEARANCE BE FURNISHED. CONTRACTOR
SHALL COORDINATE THE INSTALLATION OF ALL ITEMS WITH THE CONSTRUCTION DOCUMENTS PRIOR TO THE
INSTALLATION. ANY CONFLICT WITH THE CONSTRUCTIONS DOCUMENTS, SHALL BE BROUGHT TO THE
ARCHITECT'S ATTENTION IMMEDIATELY.
34. THE CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS IN WALLS & CEILING CONSTRUCTION AS
REQUIRED TO PROVIDE ACCESS TO FIRE SPRINKLER, MECHANICAL, PLUMBING & ELECTRICAL WORK.
CONTRACTOR SHALL SUBMIT A PLAN OF ALL PROPOSED ACCESS PANEL TO THE ARCHITECT FOR APPROVAL.
SITE
35. ALL PENETRATIONS AT RATED CONSTRUCTION SHALL BE PROTECTED TO MAINTAIN RATING
36. INTERIOR WALLS & CEILINGS SHALL BE INSTALLED IN ACCORDANCE TO STATE & LOCAL CODES,
INCLUDING REQUIREMENTS FOR FLAME SPREAD AND SMOKE DENSITY RATINGS FOR FINISH MATERIALS.
37. ALL NEW CONSTRUCTION MATERIALS SHALL BE 100% ASBESTOS FREE.
38. ALL INSPECTIONS SHALL BE CALLED FOR AND PASSED BEFORE ANY WORK CONTINUES TO THE NEXT
PHASE.
39. MANDATORY SPECIAL INSPECTIONS PER THE REQUIREMENTS OF THE ENGINEERING SUBMITTED AND
I.C.C. PORTIONS OF THIS PROJECT REQUIRE SPECIAL INSPECTION.
40. NO ROOFTOP EQUIPMENT SHALL BE VISIBLE FROM THE GROUND.
41. A 4'-0" WALKWAY WILL BE MAINTAINED ALONG THE SIDE WALK IN FRONT OF THE BUILDING SITE DURING
CONSTRUCTION.
42. PEDESTRIAN PROTECTION, FENCES, RAILING OR CANOPIES, SHALL BE ALONG THE PUBLIC RIGHT OF
WAY IN ACCORDANCE WITH C.B.C.
43. A CONSTRUCTION FENCE SHALL BE MAINTAINED ALONG THE SIDE WALK IN FRONT OF THE BUILDING
SITE DURING CONSTRUCTION. THIS FENCE SHALL BE INSTALLED PRIOR TO EXCAVATION AND/OR
FOUNDATION TRENCHING.
44. TEMPORARY TOILET FACILITIES SHALL BE ON SITE DURING THE CONSTRUCTION AND WILL BE
AVAILABLE ALL DURING CONSTRUCTION TIMES.
45. CONTRACTOR SHALL NOT SCALE, DERIVE, OR REQUEST DIMENSIONS FROM THE STRUCTURAL
ENGINEER, ELECTRICAL ENGINEER, MECHANICAL ENGINEER, PLUMBING ENGINEER, OR CIVIL ENGINEER,
ETC. FOR ANY ITEMS ON THE DOCUMENTS. ALL DIMENSIONS NEEDED WILL BE REQUESTED OF THE
ARCHITECT "IN WRITING" IN THE FORM OF AN RFI. (FAILURE TO ADHERE TO THIS PROCESS WILL RESULT IN
DENIAL OF CHANGE ORDERS)
FIRE AUTHORITY NOTES
1. FINAL INSPECTION BY THE FIRE DEPARTMENT IS REQUIRED - SCHEDULE 72 HOURS IN ADVANCE
2. THE PROJECT ADDRESS SHALL BE PROVIDED IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE
FROM THE STREET FRONTING THE PROPERTY PER LOCAL FIRE DEPARTMENT STANDARDS.
3. AN UNOBSTRUCTED ALL WEATHER FIRE APPARATUS ACCESS ROAD SHALL BE IN PLACE PRIOR TO THE
DELIVERY OF COMBUSTIBLE BUILDING MATERIALS.
4. FIRE PREVENTION WATER SERVICE SHALL BE IN SERVICE PRIOR TO DELIVERY OF COMBUSTIBLE
BUILDING MATERIALS.
5. ACCESS / SECURITY GATES SHALL BE APPROVED PRIOR TO INSTALLATION AND SHALL COMPLY WITH
LOCAL FIRE CODES.
6. FIRE SPRINKLER SYSTEMS, WHEN PROVIDED, SHALL MEET STATE & LOCAL FIRE CODES.
7. INSTALLATION OF FIRE ALARM SYSTEM SHALL BE IN ACCORDANCE WITH STATE & LOCAL CODES.
8. LOCATIONS & CLASSIFICATIONS OF FIRE EXTINGUISHERS SHALL BE IN ACCORDANCE WITH STATE &
LOCAL FIRE CODES AND PLACEMENT IS SUBJECT TO THE APPROVAL OF THE FIRE INSPECTOR. VERIFY
QUANTITY AND EXACT LOCATION FROM FIRE DEPARTMENT PRIOR TO ORDERING.
9. AT LEAST 1 FIRE EXTINGUISHER WITH A MINIMUM RATING OR 2-A-10B:C SHALL BE PROVIDED WITHIN 75
FEET MAXIMUM TRAVEL DISTANCE FOR EACH 3,000 SF OR PORTION THERE OF.
10. STORAGE, DISPENSING, OR USE OF ANY FLAMMABLE AND COMBUSTIBLE LIQUIDS OR GASES, AND
OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH STATE & LOCAL FIRE CODES. THE STORAGE AND
USE OF HAZARDOUS MATERIALS SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO ANY MATERIALS
BEING STORED OR USED ON SITE. A SEPARATE PERMIT IS REQUIRED.
11. BUILDING NOT APPROVED FOR HIGH PILED STORAGE. A SEPARATE PERMIT IS REQUIRED FOR HIGH
PILED STORAGE.
PROJECT DATA
BUILDING DEPARTMENT: CITY OF ---
BUILDING CODES: 2019 CALIFORNIA BUILDING CODE
2019 CALIFORNIA ELECTRICAL CODE
2019 CALIFORNIA MECHANICAL CODE
2019 CALIFORNIA PLUMBING CODE
2019 CALIFORNIA GREEN BUILDING CODE
2019 CALIFORNIA ENERGY CODE
2019 FIRE CODE
TITLE 24 (ADA) ADMINISTRATIVE CODE
OCCUPANCY CLASSIFICATION
OCCUPANCY SEPARATION:
NONE
TYPE OF CONSTRUCTION:
3-N, FULLY SPRINKLERED
SPRINKLERS:
YES
NUMBER OF STORIES:
X
PROJECT AREA:
+/ 30,199 SF
TOTAL FIRST FLOOR AREA:
+/- 5026 SF
APN:
XXXX-XXX-XXX
PROJECT DESCRIPTION
TENANT IMPROVMENT FOR ---. AREA TO BE REMODELED, +/- XXXX SQ.FT. OF XXXX SQ.FT.
DEFERED SUBMITTALS
DEFERRED SUBMITTALS THAT ARE NOT SUBMITTED AT THE TIME OF THE APPLICATION MUST HAVE THE PRIOR
APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE
SHALL LIST THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS FOR REVIEW BY THE BUILDING
OFFICIAL. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE REVIEWED BY THE REGISTERED DESIGN
PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL FORWARD THEM TO THE BUILDING OFFICIAL WITH A
NOTIFICATION INDICATING THAT THEY HAVE BEEN REVIEWED AND ARE IN GENERAL CONFORMANCE WITH THE
DESIGN OF THE BUILDING.
1. EXTERIOR BUILDING SIGNAGE
2. FIRE SPRINKLER SYSTEM
3. FIRE MONITORING SYSTEM (IF NEEDED)
4. FIRE ALARM SYSTEM (IF NEEDED)
SHEET INDEX
ARCHITECTURAL
A0.0
COVER SHEET
A0.1
SHEET INDEX & SYMBOLS
A0.4a
ACCESSIBILITY DETAILS
A0.4b
ACCESSIBILITY DETAILS
A1.0
SITE PLAN - OVERALL
A1.1
FLOOR DEMOLITION PLAN
A1.2
REFLECTED CEILING DEMOLITION PLAN
A2.0
EXITING AND OCCUPANCY ANALYSIS PLAN
A2.1
FLOOR PLAN
All
POWER AND DATA PLAN
A4.1
FINISH PLAN
A5.1
CEILING PLAN
A8.3
INTERIOR ELEVATIONS
A9.1
DOOR SCHED, TYPES, HARDWARE, NOTES & DETAILS
A10.2
WALL & CEILING DETAILS
A10.5
MILLWORK DETAILS
STRUCTURAL
S Unnamed
SK1 SKETCH1
ELECTRICAL
E-1.0 ELECTRICAL SYMBOLS DETAILS AND NOTES
E-2.0 ENLARGED ELECTRICAL LIGHTING PLAN
PLUMBING
P-1
PLUMBING LEGEND, SCHEDULE & NOTES
P-2
PLUMBING WASTE & VENT
P-3
PLUMBING WATER
P-4
PLUMBING ISOMETRIC
PFP1
PROPOSED FLOOR PLAN
MECHANICAL
M-1
LEGENDS, SCHEDULES & NOTES
M-2
HVAC DEMO PLAN
M-3
HVAC FLOOR PLAN
M-4
TITLE 24
W
Cc
D
U
W
U
2
Q
U)
n
W
U)
Z_
ui
N
m
z
uj
ow
zw
aZ
0-
W F
Z�
0 W
F 2 W
�w
w�
d¢
EL }
dm
W d
= W
w0
W X
� W
¢Y
z z0�
o�
¢w
Uw
EL F
w0
a>
U)¢
0
<0
�w
3:,
aW
�m
of
w0
U)z
W J
2 J
0
N
W
U)~
Z
F-
�
O
z
cn
W
LV
M
>-_
z
Lu
a
�
cn
0
Q
Lu
z
G
H
�
a�
Q
V J
Q
=
Q
X
W
W
Q
LU
F-
wW
LL
0
T
co
M
M
W
Y
a
W
O
IL
Lu
0
a
o
W
U)
>
w
U)
cc
V)
V)
Lu
Q
J
0
0
Q
cf)
z
ob
Lu
x
U
LV
0
z
F_
W
W
Z
U)
DATE: xxxx
JOB NO.: SEA-21-011
N
N
20" MAX >20-25" MAX 24" MIN 48"MIN 24" MIN
FIGURE 11B-302.2 5" MAX 15"MIN
CARPET PILE HEIGHT
3z z ) z z
cG co co co
00 co
co T
V V
FIGURE 1113-303.2 \s
VERTICAL CHANGE IN LEVEL o Z o o M M
z_
Lo
2
FIGURE 1113-602.5
DRINKING FOUNTAIN SPOUT LOCATION
(A) (g) 10" MA >10 24" MAX
FIGURE 1113-303.2 (A) (B) 10" MAX 0
BEVELED CHANGE IN LEVEL
N
W
FIGURE 1113-308.2.1 FIGURE 1113-308.2.2 FIGURE 11B-308.3.2 FIGURE 1113-308.3.1 FIGURE 1113-403.5.1 ' ^ � Z
UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH OBSTRUCTED HIGH SIDE REACH UNOBSTRUCTED SIDE REACH CLEAR WIDTH OF AN ACCESSIBLE ROUTE U)
F— � O
z W cnz
W Qcn
O �Q
F F- a W .,
) �a
z 18" MIN AT INTERIOR Z W
24"MIN AT EXTERIOR z 12" MIN z
co
o Q
co Li
48"MIN 48" � 48"MIN
00
Q Z W
bo Tllzl�22" MIN 24" MIN X W W
< ��
-- <�
X w ~ W 13
W
(A) 0
PULL SIDE (q) (g) (C) (p) T==* r
FRONT APPROACH SIDE APPROACH POCKET OR HINGE APPROACH STOP OR LATCH APPROACH 0
M
co
(B) (C)
PUSH SIDE PUSH SIDE, DOOR PROVIDED WITH
BOTH CLOSER AND LATCH
FIGURE 11B-404.2.4.3 FIGURE 11B-404.2.6 FIGURE 11B-404.2.4.2
MANEUVERING CLEARANCES AT RECESSED DOORS AND GATES DOORS IN SERIES AND GATES IN SERIES MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS, SLIDING DOORS,
GATES, AND FOLDING DOORS
Y
a
w
w
TABLE 11 B-404.2.4.1
MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS AND GATES
TYPE OF USE MINIMUM MANEUVERING CLEARANCE O
PARALLEL TO DOORWAY
APPROACH DIRECTION DOOR TO GATE SIDE PERPENDICULAR TO DOORWAY BEYONG LATCH SIDE UNLESS z z z
( NOTED) z 12" z v
5 — 18" MIN (ADD 6" � z T 2 T
FROM FRONT PULL 60 INCHES 18 INCHES MIN 0 24" MIN 24 MIN 24" MIN
1 � AT EXTERIOR CD 22" MIN 22 MIN co
FROM FRONT PUSH 48 INCHES 0 INCHES SIDE OF 36 MIN
EXTERIOR
FROM HINGE SIDE PULL 60 INCHES 36 INCHES DOOR) �O
w
47
FROM HINGE SIDE PUSH 44 INCHES 2 22 INCHES 3 Q
o W
FROM LATCH SIDE PULL 60 INCHES 24 INCHES
FROM LATCH SIDE PUSH 44 INCHES 4 24 INCHES u�, �
w
1. ADD 12 INCHES IF CLOSER AND LATCH ARE PROVIDED.
2. ADD 4 INCHES IF CLOSER AND LATCH ARE PROVIDED.
3. BEYOND HINGE SIDE. (C) (G) (K)
4. ADD 4 INCHES IF CLOSER IS PROVIDED. (A) (B) FRONT APPROACH, PUSH SIDE, (D) (E) (F) HINGE APPROACH, PUSH SIDE, DOOR (H) (I) (J) LATCH APPROACH, PUSH SIDE,
5. ADD 6 INCHES AT EXTERIOR SIDE OF EXTERIOR DOORS. FRONT APPROACH, PULL SIDE FRONT APPROACH, PUSH SIDE DOOR PROVIDED WITH BOTH CLOSER AND LATCH HINGE APPROACH, PULL SIDE NOT USED HINGE APPROACH, PUSH SIDE PROVIDED WITH BOTH CLOSER AND LATCH LATCH APPROACH, PULL SIDE NOT SUED LATCH APPROACH, PUSH SIDE DOOR PROVIDED WITH BOTH CLOSER
FIGURE 11B-404.2.4.1 (%)
MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES (n
uj
J
cn
Q J_
TOP DIAMETER OF Q Q
0.45-0.47 AREA OF
BASE DIAMETER �, WI RARY ,� E o
OF 0.9-0.92 0
® Z
� AREA 0 F 32"MIN 32"MIN w
(ELEVATION) Z � AREA OF REFUGE o U
ENLARGED o REFUGE �° J
0
(B) m
2.3-2.4
N J MEN N `� SLIDING DOOR
c� Lo N CENTERED ON NOT IN PICTOGRAM � M � \ 2 32"MIN U)
o_0 0
TACTILE CHARACTERS •• FIELD L0 o z (A) W
O 18"MIN • •• o o 0 01 to o HINGED DOOR
v
00
O O O O (C) V
FOLDING DOOR Q
(B) -
---
PLAN \ DATE: xxxx
FIGURE 11B-703.6.1 �, FIGURE 11B-404.2.3 JOB NO.:
PICTOGRAM FIELD CLEAR WIDTH OF DOORWAYS SEA-21-011
FIGURE 11B-705.1.1.2 FIGURE 11B-703.4.2 FIGURE 11B-703.2.5 FIGURE 11B-703.3.2 FIGURE 1113-703.4.1
SIZE AND SPACING OF TRUNCATED DOMES LOCATION OF TACTILE SIGNS AT DOORS HEIGHT OF RAISED CHARACTERS POSITION OF BRAILLE HEIGHT OF TACTILE CHARACTERS ABOVE FINISH FLOOR OR GROUND
N
7
O
g g a
48" MIN a U)
72"MIN 60" MIN 60" MIN oof IDENTIFICATION SIGN
a ^ z�
w (0
z ACCESS AISLE 0- o a W
Q BOTTOM RAMP RUN LANDING RAMP RUN � J ' W
o LANDING z � BLUE BORDER Y w a d=
LANDING
Q N HATCHED LINES AT a 0 o N 00
N �Y
00000000000000000000
LU
z 36 INCHES ON o = o W
w A B CENTER MAX = a Cq a W
STRAIGHT CHANGE IN a z ACCESS AISLE a Cn CD
LU co w W Z
a DIRECTION z PARALLEL CURB RAMPS FIGURE 11B-406.3.2 N OF ACCESINTERNATSIBILITY TY 36NAL 60E mi =) X o UJ Z o
A INCHES BY 36 INCHES MIN Z a 7L
- VAN CAR
�- ti W O
w °�' U) z
FIGURE 11 B-405.9.2 I AT LEAST AS WIDE � Z a
CURB OR BARRIER EDGE PROTECTION Z , AS CURB RAMP J coa o
co NO NO `� NO W Z
(C) z PARKING PARKING PARKING < W
TOP LANDING o J °�—` o m
co FLARED SIDES U) Z 1:10 MAX SLOPE = J
144" MIN 108" MIN 60" MIN ~ a
60" MIN WHITE LETTERING,
SLOPE SLOPE 12 INCHES MIN. HEIGHT
FIGURE 11B-405.7
RAMP LANDINGS
(A) (A) (A)
FIGURE 11B-406.5.3 FIGURE 11B-406.2.2 PERPENDICULAR PARKING PERPENDICULAR PARKING PERPENDICULAR PARKING
LANDINGS AT TOP OF CURB RAMPS SIDES OF CURB RAMPS FIGURE 1113-502.2 FIGURE 11B-503.3 FIGURE 1113-502.3
RADIUS 1/2"
MAX
1 1/2" MIN
� 4-6 1/4" PERIMETER
i
12" MIN 12" PLUS TREAD DEPTH MIN
3�� MPX
12"
(A) (B) z 12" MI 12, _ 'MIN _
Z N---------
RADIUS OF TREAD EDGE ANGLED RISER =----------
°�
\�` 21 /4" MAX ❑
(TYPICAL FOR ALL PROFILES) � N ❑ X
EE
1 1 /4" MAX M -
11/4" MAX 00
°° C
M�"� Z----------
(A) (B)
omimmo* — NOTE: X= TREAD DEPTH
(C) (D) (A) (B) (C) PROJECTING OBJECTS RECESSED OBJECTS
CURVED NOSING BEVELED NOSING STAIRS RAMPS WALKING SURFACES
FIGURE 11B-505.7.2
FIGURE 11B-504.5 FIGURE 1113-505.4 FIGURE 11B-609.3 FIGURE 1113-505.6 FIGURE 1113-505.5 HANDRAIL NON -CIRCULAR CROSS FIGURE 1113-505.10.1 FIGURE 11B-505.10.2 FIGURE 1113-505.10.3
STAIR NOSINGS HANDRAIL HEIGHTS SPACING OF GRAB BARS HORIZONTAL PROJECTIONS BELOW GRIPPING SURFACE HANDRAIL CLEARANCE SECTION TOP AND BOTTOM HANDRAIL EXTENSION AT RAMPS TOP HANDRAIL EXTENSION AT STAIRS BOTTOM HANDRAIL EXTENSION AT STAIRS 0
T
N
W
~ Z
� F- U)O
z LU w Cnz
W Qcn
D O �Q
59" MIN @ FLOOR
59" MIN @ FLOOR MOUNTED WATER CLOSET W
59" MIN @ FLOOR 59" MIN @ FLOOR MOUNTED WATER CLOSET �^^ CaC cn
Of MOUNTED WATER CLOSET MOUNTED WATER CLOSET 56" MIN @ WALL V) G =) Q
56" MIN @ WALL 56" MIN @ WALL 56" MIN @ WALL MOUNTED WATER CLOSET Z W
MOUNTED WATER CLOSET MOUNTED WATER CLOSET MOUNTED WATER CLOSET 36„ 56" MIN
WHEN DOOR TOILET PAPER DISPENSER �/� Z Q J
SWINGS IN C� C� SANITARY NAPKIN 13 1/2"MIN 131/2" MIN V) Q Q
36"MIN 54"MIN Q Z
CLEARANCE DISPOSAL UNIT
CLEARANCE CLEARANCE W
z DOOR PERMITTED TO CLEARANCE FA
� �
SWING OVER HATCHED z z DOOR PERMITTED TO CLEARANCE 24" MIN 12" MIN 12" MAX-- 42" MIN o W ~ W
SWING OVER HATCHED cD W
PORTION OF MANEUVERING co o o PORTION OF MANEUVERING z w Z z
SPACE c0rD
60" MIN @ SIDE � � / z � � w � � � U.
SPACE o DOOR PERMITTED TO SWING - a
) t Of
OR MANEUVERING SP E 17" 18" 17" 19" r OVER HATCHED PORTION TRANSFER 24 MIN o o 0
J OF MANEUVERING SPACE r
48"MIN 48"MIN / SIDE 00
60 MIN WHEELCHAIRAACCESSIBLE AMBULATORY ACCESSIBLE 48"MIN co
MANEUVERING MANEUVERING t h , M
MANEUVERING SPACE WATER CLOSETS WATER CLOSETS
(A) SPACE (B) SPACE (A) (B) 7"-9"
(A) WALL (B)
OUT -SWINGING IN -SWINGING OUT -SWINGING IN -SWINGING HUNG TYPE STALL TYPE
DOOR DOOR DOOR DOOR FIGURE 11B-604.5.2 FIGURE 11B-604.5.1 FIGURE 11B-604.7.1 FIGURE 11B-604.7.2 FIGURE 1113-605.2
REAR WALL GRAB BAR AT SIDE WALL GRAB BAR AT WATER DISPENSER OUTLET LOCATION DISPOSAL UNIT LOCATION HEIGHT AND DEPTH OF URINALS
FIGURE 11B-608.8.1.1.3 FIGURE 11B-608.8.1.1.2 FIGURE 11B-604.2 FIGURE 1113-604.3.1 WATER CLOSETS CLOSETS
MANEUVERING SPACE WITH END -OPENING DOOR MANEUVERING SPACE WITH SIDE -OPENING DOOR WATER CLOSET LOCATION SIZE OF CLEARANCE AT WATER CLOSETS
27" MAX Y
a
19"MIN 15" MAX w
DRINKING FOUNTAIN NOTES:���
1. 11 B-602.3 Operable parts - Operable parts shall comply with Section 11 B-309. The flow of water shall be
activated by a manually operated system that is front mounted or side mounted and located within 6 inches SIDWALL BACK
(152 mm) of the front edge of the fountain or an automatic electronically controlled device. WALL
00
2. 11 B-602.4 Spout height - Spout outlets shall be 36 inches (914 mm) maximum above the finish floor or
ground.
3. 11 B-602.5 Spout location - The spout shall be located 15 inches (381 mm) minimum from the vertical
support and 5 inches (127 mm) maximum from the front edge of the unit, including bumpers. 27" MAX
4. 11 B-602.6 Water flow - The spout shall provide a flow of water 4 inches (102 mm) high minimum and shall (A) (B)
be located 5 inches (127 mm) maximum from the front of the unit. The angle of the water stream shall be 15" 16" 19"MIN BACK WALL 6" MAX 6" MAX 6" MAX ELEVATION ELEVATION
measured horizontally relative to the front face of the unit. Where spouts are located less than 3 inches (76 BACK O
� BACK WALL - BACK WALL
mm) of the front of the unit, the angle of the water stream shall be 30 degrees maximum. Where spouts are WALL = \ - BACK WALL - LL
LU
located between 3 inches (76 mm) and 5 inches (127 mm) maximum from the front of the unit, the angle of j A `0 SIDE SIDE SIDE a
the water stream shall be 15 degrees maximum. � SIDE WALL z o lJJ
SIDE � �, \ WALL IDE WALL BACK WALL D
5. 11B-602.7 Drinking fountains for standing persons - Spout outlets of drinking fountains for standing _ WALL SIDE SIDE \ WALL
persons shall be 38 inches (965 mm) minimum and 43 inches (1092 mm) maximum above the finish floor SEAT � SIDE WALL WALL o WALL U)
SIDE LLJ
or ground. WALLCl) WALL SIDE WALL cc
6. 11 B-602.8 Depth - Wall- and post -mounted cantilevered drinking fountains shall be 18 inches (457 mm) \J L IN NFRONT
minimum and 19 inches (483 mm) maximum in depth. COMPARTMENT COMPARTMENT WALL 36" MIN z (A) (B) WALL
FRONT RESERVED WITH SEAT
7. 11 B-602.9 Pedestrian protection - All drinking fountains shall either be located completely within ENTRY ENTRY (A) (B) 60" MIN WALL M I
alcoves, positioned completely between wing walls, or otherwise positioned so as not to encroach into 2 1/2" MAX RESERVED WITH SEAT
pedestrian ways. The protected area within which a drinking fountain is located shall be 32 inches (813 mm) FRONT
wide minimum and 18 inches (457 mm) deep minimum, and shall comply with Section 11B-305.7. (A) (B) NOTE: INSIDE FINISHED DIMENSIONS MEASURED AT THE 60" MIN WALL
When used, wing walls or barriers shall project horizontally at least as far as the drinking fountain and to RECTANGULAR L-SHAPED CENTER POINT OF OPPOSING SIDES (C) (D)
within 6 inches (152 mm) vertically from the floor or ground surface. NOTE: INSIDE FINISHED DIMENSIONS MEASURED AT THE RESERVED PLAN
CENTER POINT OF OPPOSING SIDES
NOTE:
1. BUBBLER ORIFICE TO BE WITHIN 6" OF THE FRONT OF THE DRINKING FOUNTAIN WITH THE
WATER STREAM PARALLEL TO THE FRONT EDGE 4" MIN. HIGH FIGURE 1113-610.3.1 FIGURE 11B-610.3 FIGURE 11B-608.5.2 FIGURE 11B-608.2.3 FIGURE 11B-608.3.3 FIGURE 11B-608.2.2 FIGURE 11B-608.3.2 FIGURE 11B-608.5.3
RECTANGULAR SHOWER SEAT EXTEND OF SEAT STANDARD ROLL -IN TYPE ALTERNATE ROLL -IN TYPE GRAB BARS FOR ALTERNATE ROLL -IN STANDARD ROLL -IN TYPE GRAB BAR FOR STANDARD ROLL -IN TYPE SHOWER ALTERNATE ROLL -IN TYPE w
2. CONTROL LEVER TO BE LOCATED WITHIN 6" OF THE FRONT AND ACTIVATED BY A FORCE NOT SHOWER COMPARTMENT CONTROL LOCATION SHOWER COMPARTMENT SIZE AND CLEARANCE TYPE SHOWERS SHOWER COMPARTMENT SIZE AND CLEARANCE SHOWER COMPARTMENT CONTROL LOCATION
EXCEEDING 5 POUNDS
U)
Q J_
Q Q
� W
z �
w
LOW WALL F
ih ih OR L SHAPE
N U RAILING U J
W
48"
DRINKING FOUNTAIN U
SE
w o
cG m
z;, , m 5" MAX 1'4'
DATE: xxxx
M o MIN.
8"MIN 6" MAX JOB NO.: SEA-21-011
KNEE CLR. 17" TOE CLR.
MIN.
N
7
O
OKEYNOTES
I
a
Lu
U)
Lu
a
Lu
Lu
O
GENERAL NOTES
1. GENERAL CONTRACTOR TO PROVIDE TEMPORARY FENCING AS NEEDED TO KEEP SITE SECURED
UNTIL ENTIRE PROJECT IS COMPLETED.
2. WALKWAYS AND SIDEWALKS ALONG THE ACCESSIBLE PATH OF TRAVEL SHALL BE CONTINUOUSLY
ACCESSIBLE. THEY SHALL HAVE A MAXIMUM 1/2" CHANGES IN ELEVATION, OR PROVIDE CURB RAMPS
COMPLYING WITH CBC 11B-406. THEY SHALL BE A MINIMUM OF 48" IN WIDTH. WHERE CHANGES IN
ELEVATION EXCEED 5% WALKWAYS AND SIDEWALKS SHALL HAVE PEDESTRIAN RAMPS COMPLYING
WITH CBC 11 B-405, CBC 11 B-206.2.2, 11 B-303.1, 11 B-403.5, 11 B-405 AND 11 B-406.
PLAN LEGEND
NOT IN CONTRACT AREA.
yffA ACCESSIBLE ASILE.
PROPERTY LINE.
DASHED LINE INDICATES EXISTING ACCESSIBLE PATH OF TRAVEL (5% SLOPE MAX,
IN THE DIRECTION OF TRAVEL 2% MAX CROSS SIDE SLOPE)
TRUNCATED DOME.
LANDSCAPE AREA.
CONCRETE PAVING.
AREA TABULATION
SITE AREA XX,XXX S.F.
BUILDING FLOOR AREA 55,775 S.F.
TENANT FLOOR AREA 27, 850 S.F.
SITE COVERAGE XX%
FAR X.XX
LANDSCAPE X,XXX S.F. (XX%)
PARKING ANALYSIS
EXISTING PARKING COUNT- EXISTING PARKING TO REMAIN
m
z
z
w
w
w
>
0
LL
a
U)
�
z
C)
z
Q
z
X
W
Lu
~
J�
O
r
N
W
~ z
�O
cl)�
cnz
>-_
acl)
a
l
LLI
cn
�a
w�
a J
= a
I
W W
W 0
LLI
LL
0
r
00
M
M
CO
Y
cz
Q
w
cz
IY
O
Lu
a
o
IL
0
W
U)
>
w
U)
v 1
w
ryC
Q
J
J
c/�
Q
z
w
w
>
J
0
U
I
z
a
J
a
W
H
DATE: xxxx
JOB NO.: SEA-21-011
SITE PLAN
SCALE
1/32" = l'-0"
0
OKEYNOTES
1.4
REMOVE EXISTING PARTITION WALLS & ASSOCIATED ELECTRICAL, DATAPHONE & JBOXES-
REMOVE ALL WIRING BACK TO THE SUB PANELS
1.6
REMOVE EXISTING DOOR AND FRAMES. REUSE / OR RETURN TO OWNER FOR FUTURE USE.
1.9
REMOVE EXISTING FLOORING IN AREAS SHOWN. SCRAPE ALL FLOORS CLEAN OF ASLL ADHESIVE,
PAD, ETC TO SMOOTH FINISH AND BROOM CLEAN.
w
Cc
D
H
U
W
2
U
2
Q
N
a
W
H
U)
Z_
H
GENERAL NOTES
GENERAL CONTRACTOR TO VERIFY STRUCTURAL ELEMENTS PRIOR TO DEMOLISH WORK.
2. GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL EXISTING MOLD THAT MAY BE
ENCOUNTERED DURING CONSTRUCTION USING BLEACH OR APPROVED EQUAL. AFTER BEING
CLEANED, AFFECTED AREAS SHALL BE ALLOWED TO DRY THOROUGHLY BEFORE COVERING. APPLY
5 6 7 9 COMPONENTS THROUGH OUT APPROVED EQUAL TO ALL EXPOSED WOODEN STRUCTURE
3. THE CONTRACTORS SHALL FULLY ACQUAINT THEMSELVES WITH THE EXISTING CONDITIONS. THEY
SHALL HAVE VISITED AND INSPECTED THE JOB SITE, AND BE FULLY INFORMED AS TO THE NATURE
OF THE WORK. STARTING OF DEMOLITION AND REMOVAL OPERATIONS WILL BE CONSTRUED AS
EVIDENCE THAT THE CONTRACTOR HAS COMPLIED WITH THESE REQUIREMENTS AND LATER CLAIMS
FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN WILL NOT BE RECOGNIZED.
4. PARTICULAR ATTENTION SHALL BE GIVEN TO THE PROTECTION OF EXISTING STRUCTURE AND
FINISHED SO AS TO PREVENT ANY DAMAGE OF EXISTING FINISHES NOT DESIGNATED FOR
DEMOLITION. PROVIDE ALL NECESSARY TEMPORARY CONSTRUCTION AND DUST PRROF
PROTECTION. PROTECTION SHALL BE IN COMPLIANCE WITH BUILDING STANDARDS. TYPE AND
LOCATION OF PROTECTION SHALL BE REVIEWED WITH OWNER OR BLDG.MNGT. PRIOR TO
COMMENCING WORK.
5. LEAVE SPRINKLERS INTACT AS -IS (ONLY DURING DEMOLITION). ALL FIRE LIFE SAFETY EQUIPMENT
SHALL BE LEFT IN PLACE. IF A STRUCTURAL HOLDING DEVISED IS REMOVED, THE CONTRACTOR
SHALL SUPPORT THE FIRE LIFE SAFETY DEVICE IN A MANNER THAT DOES NOT IMPAIR ITS
FUNCTION IN ANYWAY.
cq
0
w
a
N
Lu
O N
U p
U Lo
�co
Inv a-
w w
U N
z
z
~ !a
uj
of
z�
aZ
IL
I�
W F
c_
co
Z_
z
0 W
�
Fw
i W
w�
EL
EL }
d m
W d
= W
~U
wx
<w
¢Y� U
z0
O�
Uw
EL F
U0
w
d>
cn z
o¢
z=
¢O
10 E
ZW
3:7:)
¢W
�m
of
w0
U)Z
W J
2 J
F
2
6. THERMOSTATS AND PNEUMATIC LINES SHALL BE REMOVED GENTLY AND COILED BACK TO THE
0
DEVICE THEY CONTROL AND LEFT IN PLACE.
r
N
----------------------------------------------- --------------------------------------------------
7. UPON REMOVAL OF THE EXISTING CEILING, THE EXISTING MECHANICAL SYSTEM WILL BE EVALUATED
LV
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
FOR POSSIBILITY OF RE -USE. IF THE EXISTING MECHANICAL SYSTEMS ARE TO BE REUSED, EXISTING
MAIN DUCT, VAV BOXES, PNEUMATIC CONTROL TUBING ETC. SHALL REMAIN AND SHALL BE
/1 Z
)
1.4
PROTECTED TO AVOID DAMAGE TO EXISTING HVAC EQUIPMENT.
V p O
1.4
8. CONTRACTOR TO VERIFY THAT ALL EXISTING LIGHT FIXTURES NOT BEING REUSED SHALL BE
z Z ., R
V
RETURNED TO BUILDING STOCK.
(n
W W Z
--------------�, /���---
9. ALL FIRE LIFE SAFETY EQUIPMENT SHALL BE LEFT IN PLACE. IF A STRUCTURAL HOLDING DEVISED IS
REMOVED,CONTRACTORSUPPORT THE FIRE LIFE SAFETY DEVICE IN A MANNER
EMOV D, THE NT
C G
G Q
/ \
LV
1.4
RACTOITS FUNCTION IN ANY
E NOT
D O Q
10. REMOVED ALL DATA/TELE CABLING IN CEILING BACK TO ORIGINAL DEMARK. UNLESS OTHERWISE
1.61 I I 1 6
INSTRUCTED). CONTRACTOR TO VERIFY WITH THE TENANTS CABLING VENDOR.
W
_
I I
11. ABANDONED PLUMBING LINES AND DRAINS TO BE REMOVED BACK TO POINT OF ORIGINATION AS
a
U) cn
Q
REQUIRED FOR FUTURE TENANTS BUILD -OUT.
z W
12. INTENT OF THE DRAWING IS TO SHOW EXISTING BUILDING CONDITIONS DEVELOPED FROM AVAILABLE
z
DOCUMENTS. CONTRACTOR SHALL MAKE A DETAILED SURVEY OF EXISTING CONDITIONS
�/= J
V ) Q
PERTAINING TO THE WORK BEFORE COMMENCING DEMOLITION. THE CONTRACTOR SHALL REPORT
Q
OPEN OFFICE CONFERENCE CONFERENCE
DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE ARCHITECT.
Q z W
X Lu >. LV
13. MAINTAIN FULLY CHARGED FIRE EXTINGUISHER READILY AVAILABLE DURING ALL DEMOLITION
W W
OPERATIONS.
1.4 1.4, +�
uj
14. WHERE CONSTRUCTION TO BE REMOVED INTERSECTS CONSTRUCTION TO REMAIN, WORK SHALL
LL
INCLUDE ALL ATTACHMENT DEVICES (SHOT PINS, ANCHORS, LAG BOLTS, NAILS, NAILERS, SHIMS,
0
ETC.).
�
15. EXISTING ELECTRICAL OUTLETS, RACEWAY AND WIRING ETC. WILL BE REMOVED, UNLESS
M
C �O
II
OTHERWISE NOTED
co
PLAN LEGEND
NOT IN CONTRACT AREA.
EXISTING WALL TO REMAIN.
EXISTING WALL TO BE REMOVED.
EXISTING GLAZING & FRAME TO BE REMOVED.
EXISTING DOOR TO REMAIN.
EXISTING DOOR TO BE REMOVED.
Y
a
W
0
IL
Lu
o
W
U)
>
U)
w
cc
cry
z
W
DATE: xxxx
JOB NO.: SEA-21-011
z
Q
J
a.
z
0
F_
J
0
2
Lu
0
cc
0
0
J
LL
FLOOR DEMOLITION PLAN
SCALE
3/16" = V-0"
a
Al ol
OKEYNOTESYj
o�
z
1.12 REMOVE EXISTING CEILING TILES, GRIDS & LIGHTING z
Ato
zF
t F
0
LL W
N
w >2
J F W
~ W
W w d O
Cc rn O 2
H2 CDdm
W O N W d
2
= 0 F W
_ In w
CC? X
rn aW w z O
a F- u) O
I--z ¢ =
u) z U w
z ~ V W F
A
H m d }
U) Q
N ¢O
pj U) L
z W
W
z j
Q
�m
F
w0
A
W J
= J
F
2
GENERAL NOTES
1. DEMOLISH AREA OF HARDLIT CEILING ABOVE AREA OF NEW CONSTRUCTION AS REQUIRED FOR
REWORKING OF FIRE LIFE SAFETY.
5 6 7 8 9
Og0
---------------------
O
T
N
-------------------------------------------- W
---- U
~ Z
II I F-- F— Cf) F-
z z 0
PLAN LEGEND �
a - -
1.12i UJ
cf)
Q Z
r--- r---- r-- NOT IN CONTRACT AREA.
O
Q
I
I I I I I I I I I I I I I I III II IL
II I�__J I�__J EXISTING WALL TO REMAIN.
W .,
L--- --- --- --- --- L--- L--- L--- L--- --- --- --- --- I--- �/� a
- - - - - - - - EXISTING WALL TO BE REMOVED. c J G = Q
I z F- W�
LIMIT OF CEILING DEMOLITION ' ^ Z = J
I .12 .12Lu
EXISTING GYP. BD. CEILING TO REMAIN. X W uJ
--- --- --- --- W W =
Lu
------ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - EXISTING GYP. BD. CEILING TO BE REMOVED. �L
I I I
O
I
I
T
I I
L----J L----J L----J L----J L----J L-
G' I EXISTING SUSPENDED CEILING TO REMAIN. co
I
031
I I I I
EXISTING SUSPENDED CEILING TO BE REMOVED.
r� r----�
EXISTING 2' X 4' RECESSED LIGHT FIXTURE TO REMAIN.
I I -
L----J EXISTING 2' X 4' RECESSED LIGHT FIXTURE TO BE REMOVED.
I
I EXISTING 2' X 2' RECESSED LIGHT FIXTURE TO REMAIN.
J II
I I
1.12i EXISTING 2' X 2' RECESSED LIGHT FIXTURE TO BE REMOVED.
_I I
N . 1. EXISTING RECESSED DOWN LIGHT TO REMAIN.
I I I I I
I EXISTING RECESSED DOWN LIGHT TO BE REMOVED.
I
I
®1 EXISTING CEILING MOUNTED EXIT SIGN TO REMAIN.
ILU
EXISTING CEILING MOUNTED EXIT SIGN TO BE REMOVED.
IP
I
I
/D \\
O
V)
V)
Lu
J
Q
Q 0
Z
w W
� J
z —
C.)U 0
W
C�
W
J Z
IL Q
W J
DATE: xxxx
JOB NO.: SEA-21-011
O
z
L.IJ
Al 02
CEILING DEMOLITION PLAN 3/SCALE o A
Y
a
w
w
O
LL
o
W
w
w
N
N
a
N
O
OKEYNOTES
L
N. I. C.
U
m
PLAN
LEGEND
z
z
Lu
pp
5w
�
6
NOT IN CONTRACT AREA.
`
LLB
0
EXISTING WALL TO REMAIN.
a
NEW WALL, SEE WALL CONSTRUCTION LEGEND.
��
U)
z
—
MAXIMUM PATH OF TRAVEL.
Z
®
EXIT LIGHT W / 90 MIN. BATTERY BACK UP, SHADED AREA INDICATES FACE
U)
OF LETTERING, DIRECTIONAL ARROW AS REQUIRED. SEE ELECTRICAL
Q
Z
DRAWINGS.
x
W
FIRE EXTINGUISHER. SEE
ui
OCCUPANCY LOAD ANALYSIS
OCC.
TYPE
NUMBER
NAME
AREA
100
CONF. ROOM
183 SF
101
LOBBY
110 SF
102
BREAK ROOM
289 SF
103
VESTIBULE
106 SF
104
SHOP -1
138 SF
105
ELEC/MECH RM
112 SF
106
ENGINEERING LAB
1242 SF
106B
RFI CHAMBER
99 SF
107
OFFICE
101 SF
108
IDF
88 SF
110
PH ROOM
55 SF
111
PH ROOM
55 SF
112
PH ROOM
55 SF
113
CONF. ROOM
351 SF
114
CONF. ROOM
189 SF
115
COLLABORATIVE
183 SF
116
OPEN OFFICE
3109 SF
117
CORRIDOR
169 SF
118
COPY/PRINT
119 SF
OCCUPANT LOAD ANALYSIS
LOAD FACTOR I OCCUPANT LOAD I EXIT WIDTH REQUIRED
OCCUPANCY:
X
SPRINKLERED:
X
PROJECT AREA:
+/ X,XXX SF
OCC LOAD :
FIRST FLOOR:
± XX,XXX SF
B OFFICE (1:100) _ ± X,XXX SQ FT X OCC
WAITING (1:15) = ± X,XXX SQ FT X OCC
STORAGE (1:300) = ± X,XXX SQ FT X OCC
PER TABLE 1006.2.1:
TWO EXIT REQUIRED W/ MAX COMMON PATH OF TRAVEL: 100'
PER TABLE 1017.2:
MAX EXIT ACCESS TRAVEL DISTANCE: 300'
PER TABLE 1020.1 EXCEPTION 4
FIRE RESISTANCE FIRE RATING IS NOT REQUIRED FOR CORRIDORS IN GROUP B OCCUPANCY.
PATH OF TRAVEL
PATH NAME DISTANCE TRAVELED
0'-01,
J�
0
71,
LLJ
~ Z
�O
cl)�
cnz
�_
Q
Q
l
LLI
cn
Q
Lu ?�
Q J
= Q
LLI LJ.I
LLJ 0
LLI
LL.
0
r
00
M
M
Y
Q
W
O
Lu
Q
o
LL
0
LLI
(n
>
w
Cn
J
Q
z
L�
Q
Lu
Q
a
z
c�
w
0
J
o
U
z
Q
Z
�
Z
a
�
J
W
M
DATE: xxxx
JOB NO.: SEA-21-011
EXISTING OCCUPANCY ANALYSIS PLAN 3/1CALA
1'-0"
A2mO
OKEYNOTES
2.1 CONTRACTOR TO RAISE EXISTING DEMISING WALL TO STRUCTURE, MATCH WALL TYPE INDICATED.
GENERAL NOTES
W
Cc
D
H
U
W
2
U
2
Q
N
a
W
H
Z_
H
04
0
N
Lu
Lu
Q
N
O
0 N
U p
U �
< c6
N
a
w w
N N
z
z
~ V
uj
IL
o�
z�
aZ
IL
I�
W F
U_
U)F
Z_
Z
0 W
} 2
F W
W
W
d
EL }
d m
W d
~
= W
wxU
�w
¢Y
U
z0
O0
Uw
LL F
U0
w
d>
cn z
o¢
z=
¢O
W L
O�
ZW
�7:)
¢W
�m
of
w0
U)Z
W J
2 J
F
2
�'-01,
11 11 1
�I
�
PLAN LEGEND
8'-0" 70'-0"
10'-01,
8'-81,
5'-0"�
'I
UP
r1l
CV
NOT IN CONTRACT AREA.
W
Z
3
21
PH ROOM
-
CORRIDOR -
/'1
v
�
1 AO
ELECIMECH
q�
RFI
3 IDF
3
112
w
EXISTING WALL TO REMAIN.
7
z
Z
R
CHAMBER
108
<1 t3
112
cn V
RM
�83
8
NEW WALL, SEE WALL CONSTRUCTION LEGEND.
w
SHOP-1
104
105
108
O
ALIGN
NEW 1-HR RATED WALL, SEE WALL SCHEDULE.
C
G
CW
c
W
Q
�
ENGINEERING
COPY/ RINT
PH ROOM
1B
EXISTING GLAZING & FRAME TO REMAIN.
D
>
0
cn
Q
2.1
4 A8.3
LAB
LAB
11
111
1 B
NEW GLAZING & FRAME, SEE WINDOW SCHEDULE ON SHEET A8.1
t
W
3
O
1 B
111
EXISTING DOOR TO REMAIN.
r
� )
VJ
a
.,
O106B
3
3 104 105
O O
=
-
o
OFFICE
1 O7 3
PH ROOM
NEW SINGLE DOOR, SEE DOOR SCHEDULE ON SHEET A8.1
Q
1
110 Z
A8.3
-
0
w
Q
VESTIBULE 103A -
i g A8.3
110
FIRE EXTINGUISHER. SEE
X
LZ
LLB W
1 30 B
00
106AAC1
91
ROOM CONF.O
HI-LO DRINKING FOUNTAIN. SEE
�
�
W o
w
�
3
113
U.
3
z
0
v
J
Q
113
NOTES:
T
co
G'
----- -----
10
1. USE MOISTURE & MOLD RESISTANT GYP. BD. ON WET WALLS (FULL HEIGHT)
co
FLOOR PLAN
SCALE
a
WALL TYPE LEGEND
(SEE "WALL CONSTRUCTION LEGEND" FOR "NUMBER" (X) DESIGNATION OF WALL TAG)
LINE OF CEILING
FINISH
O <xC> <0>
NOTE:
1. INTERIOR PARTITIONS THAT EXCEED 12'-0" A.F.F., PROVIDE BRIDGING AT 4'-0" O.C. MAX.
2. FOR TYPICAL STUD PARTITION FRAMING - SEE A / A1.0
WALL CONSTRUCTION LEGEND
1A 1 HOUR RATED WALL - 5/8" TYPE GYP. BD. (BOTH SIDES) OVER
3-5/8 METAL STUD FRAMING TO UNDERSIDE OF STRUCTURE W/
SOUND INSULATION. PROVIDE FIRE CAULKING AT TOP AND
BOTTOM.
1 B 5/8" GYP. BD. BOTH SIDES OVER 3-5/8" METAL STUD FRAMING TO
6 ABOVE CEILING AT 24 O.0 WITH SOUND INSULATION
2A 5/8" GYP. BD. (BOTH SIDES) OVER 3-5/8" METAL STUD FRAMING TO
UNDERSIDE OF STRUCTURE W/ SOUND INSULATION &
HOMASOTE ON SHEET ROCK
3� 5/8" GYP. BD. (BOTH SIDES) OVER 3-5/8" METAL STUD FRAMING TO
UNDERSIDE OF STRUCTURE W/ SOUND INSULATION.
KEY PLAN
U)
Y
a
W
cr
cc
O
ILL
Lu
o
LLI
U)
>
w
U)
cc
cn
cn
W
DC
0
Q
z
W
U
z
Q
J
a.
cc
0
0
J
LL
DATE: xxxx
JOB NO.: SEA-21-011
3/16" = 1'-0"
10'-5"
N. I. C.
7, - 8"
5'-0°
T-8"
POWER AND DATA PLAN SCALE A
3/16"=1'-0'
OKEYNOTES
GENERAL NOTES
--- EXISTING WALL MOUNTED FIRE EXTINGUISHER TO BE REPLACED WITH NEW SEMI RECESSED FIRE
EXTINGUISHER CABINET.
CI)
PLAN LEGEND
z
w
NOT IN CONTRACT AREA.
Z)
LIGHT SWITCH
9
POWER OUTLET
V �/)
QUAD POWER OUTLET
z
T
PHONE OUTLET
p
DATA OUTLET
U)
Y
PHONE/DATA OUTLET
Q
$
NURSE CALL W/ BLUE PULL STRING - SEE DETAIL
X
�v
RECESSED FLOOR POWER/ PHONE/ DATA
w
ACCESS CONTROL DOOR.
T
THERMOSTAT - VERIFY LOCATION W/ ARCHITECT PRIOR TO INSTALLATION - REFER TO MECHANICAL
DRAWINGS
NURSE CALL SIGNAL LIGHT
AIP
AIPHONE
REMOTE DOOR OPERATOR
FW FIRE ALARM ANNUNCIATOR PANEL
ELECTRIC STRIKE
WN NURSE CALL ALARM PANEL
FIRE EXTINGUISHER. SEE
4'-0" TELEPHONE BACK BOARD
E.P.
ELECTRICAL PANEL - REFER TO ELECTRICAL DRAWINGS.
KEY PLAN
uj
0-
o�
zU)
a
Z
0-
U�
z_
t
Q
0
LLW
N
w
>2
J
F W
Q
W
Lu
d
O 2
N
o
dm
O N
U
2
p
2 CDF
W
cr CC?W
x
�w
aW
0
w
~ cn
z
O O
U)
¢�
Z
U w
~ V
W
U F
O
rn
a)
d}
IL
Z
C,Q
N
¢O
pj
U) L
W
ZW
Z
�j
Q
�m
F
w0
wz
W J
F
2
0
T
N
W
~
z
�0
H
Cf)H
cnz
w
M
>-_
acn
>
�a
0
Ca
cn
>-
c
�
Q
Q
Q
W
W
F-
�
LU
o
W
W
LL
0
T
co
M
M
U)
Y
a
w
cr
cc
0
ILL
Lu
o
W
D
U)
>
U)
w
cc
)
�
v J
Lu
re
z
Q
Q
J
a
a
�
F-
z
LU
o
U
o
z
Q
W
0
DATE: xxxx
JOB NO.: SEA-21-011
co
N
46
FINISH LEGEND
SHEET VINYL
6yvQi
STYLE:
COLOR:
INSTALL:
CONTACT:-
(E)-@-.com
(P) -
LUXURY VINYL PLANK:
LV-1
STYLE:
COLOR:
INSTALL:
CONTACT:-
(E)-@-.com
(P) -
CARPET:
C-1
CARPET TILE
STYLE:
COLOR:
INSTALL:
CONTACT:-
(E)-@-.com
(P) -
BASE:
B-1
B-2
STYLE:
COLOR:
STAIR NOSING
*]a
STYLE: -
COLOR: -
WALL PROTECTION:
FRP-1
STYLE: -
COLOR: -
CLASS: -
TEXTURE:-
48" A.F.F. U.N.O.
ACRYLIC PANEL
AD-1 -
STYLE: -
COLOR: -
48"xl8"xl/4"
PAINT:
P-1
P-2
P-3
P-4
P-5
P-6
P-7
P-8
PLASTIC LAMINATES
ZIG
PATTERN:-
NUMBER: -
0 o
UPPER & LOWER CABINETS
PL-2
PATTERN:-
---
NUMBER:-
UPPER & LOWER CABINETS - RECEPTION AREA
\
PL-3
O
BREAK [�
PATTERN: -
ROOM
NUMBER: -
102 CONF.
REVEALS - RECEPTION
ROOM
PL-4
114
PATTERN:-
NUMBER- -
WITH PVC EDGE
OPEN
COUNTERTOPS
OFFICE
DOORS
116
WV-1
FINISH: -
----------
SOLID SURFACE:
-- - - - - - - -- 0
SS-1
COLOR: -
FINISH: -
ACOUSTIC CEILING SYSTEMS:
ACT-1 - (AT 9'-6" AFF-U.O.N.)
LOBBY COLLABORATIVE
SIZE: -
101 115
N. I. C.GRID:EXISTING
STYLE: -
TO REMAIN.
COLOR: WH ITE
GYPSUM BOARD CEILING SYSTEMS:
PAINT P-1, U.N.O. - SEE REFLECTED CEILING PLAN
0KEYNOTES
GENERAL NOTES
FLOOR FINISH NOTES
1. FLOOR SURFACE TO BE CLEAN, SOUND AND MOISTURE FREE PRIOR TO INSTALLING ALL FLOOR
FINISHES.
2. ALL DIRT, DUST, LAITANCE, CURING COMPOUNDS, GLUE AND DELAMINATING MATERIALS MUST BE
REMOVED PRIOR TO ANY MATERIAL APPLICATIONS.
3. USE SCHLUTER COVE TRIM AT TILE FLOOR AND WALL TRANSITIONS.
4. USE WALL CORNER GUARDS AT ALL CORNERS UNLESS OTHERWISE NOTED
5. ALL PAINTED INTERIOR DOOR AND WINDOW FRAMES TO MATCH ADJACENT WALL, U.N.O.
6. ALL OFFICES SHALL RECEIVE THE FOLLOWING FINISHES: P-1, P-5, C-1, B-1, P-2 (ACCENT WALL)
7. ALL ROOMS SHALL RECEIVE THE FOLLOWING FINISHES: P-1, P-5, SV-1, B-1, P-3 (ACCENT WALL)
WALL FINISH NOTES:
1. ROOMS RECEIVING FRP TO 48" AFF SHALL RECEIVE THE PAINT FINISH DESIGNATED IN EACH.
2. ROOMS, AND/OR AS NOTED OTHERWISE WITH A PAINT FINISH TAG, ABOVE THE FRP TO CEILING.
3. WET BOARD TO GO 4'-0" MIN. VERTICALLY PASS WATER SOURCE.
MILLWORK NOTES:
1. ALL MILLWORK SHALL BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR.
2. GENERAL CONTRACTOR SHALL COORDINATE MILLWORK FABRICATION WITH A QUALIFIED MILLWORK
FABRICATOR.
3. GROMMETS: PROVIDE GROMMETS w/ COVERS AS REQUIRED AT ALL KNEE SPACES.
4. LOCKS: PROVIDE LOCKS AT ALL CABINETS & DRAWERS IN THE LAB/WORK AREA, OFFICES.
NOTE: INTERIOR WALL, CEILING AND FLOOR FINISHES SHALL COMPLY WITH THE SPECIFICATIONS
DETAILED IN BUILDING CODE SECTIONS 803AND TABLE 803.11. DECORATIVE MATERIAL AND TRIM SHALL MEET
THE FLAME PROPAGATION PERFORMANCE CRITERIA OF NFPA 701 FOR OCCUPANCIES SPECIFIED IN BUILDING
CODE 806 EXCEPT FIXED OR MOVEABLE WALLS, PARTITIONS, PANELING, WALL PADS AND CRASH PADS
APPLIED STRUCTURALLY OR FOR DECORATION, ACOUSTICAL CORRECTION, SURFACE INSULATION OR
OTHER PURPOSES WHICH COVER MORE THAN 105 OF THE WALL OR CEILING SHALL COMPLY WITH BUILDING
CODE 803.
PLAN LEGEND
ALL WALLS AND SOFFITS SHALL BE PAINTED P-1 UNLESS DESIGNATED OTHERWISE BY A PAINT TAG ON
THIS PLAN.
ROOM NAME
WALL FINISH 101 WALL BASE
P-5 B-1
SV-1 ACT-1
FLOOR FINISH CEILING FINISH
NOT IN CONTRACT AREA.
FLOOR TRANSITION
WP-01 48" A.F.F. - U.O.N.
WP-02 FULL HEIGHT - U.O.N.
ACCENT WALL FINISH
MILLWORK FINISH
ROOM NUMBER I ROOM NAME I WALL FINISH I FLOOR FINISH I BASE FINISH I CEILING FINISH
104
SHOP -1
105
ELEC/MECH RM
102
BREAK ROOM
113
CONF. ROOM
114
CONF. ROOM
112
PH ROOM
111
PH ROOM
110
PH ROOM
107
OFFICE
108
IDF
115
COLLABORATIVE
116
OPEN OFFICE
106
ENGINEERING LAB
103
VESTIBULE
100
CONF. ROOM
101
LOBBY
117
CORRIDOR
118
COPY/PRINT
106B
RFI CHAMBER
FINISH PLAN
FINISH SCHEDULE
SCALE A
3/16" = 1'-0"
OUTLETS & COVER PLATES:
WHITE: GENERAL DEVICE COVER PLATES
GREY: DEDICATED DEVICE COVER PLATES
CORNER GUARDS:
CG-1
STYLE: -
HEIGHT: 4' HEIGHT
PROVIDE AT ALL WALL CORNERS
WINDOW COVERINGS
RS-1 ROLLER SHADES
- (OR MATCH BUILDING STANDARD)
COLOR:TBD
AT ALL EXTERIOR WINDOWS WITHIN THE SCOPE OF WORK -
KEY PLAN
w
Cc
D
U
w
2
U
2
a
U)
a
w
U)
Z_
0
N
Lu
Lu
a
N
O
0 N
U p
U �
c6
N
a
w w
�N
z
z
~ !a
ui
N
m
m
z
uj
o0-
Lu
z�
aZ
U)-
W F
�F
z_
z
�z
oW
>�
F W
c W
w�
d¢
EL >
EL
W
= W
~U
LuX
< W
¢Y
z�
z0
o�
Uw
L F
U0
d>
cn z
0¢
z=
¢0
'o LL
�o
z�
Q W
�m
o�
w0
U)z
W J
2 J
F
0
T
N
W
U)~
Z
F—
�
O
z
cn
W
LLJ
z
W
Q
�Q
0
Ir
�^
VJ
Ca
Lu
cn
>_
z
G
H
=)
a�
Q
V J
Q
=
Q
W
LuX
�
Q
LuwW
�
LL
0
T
co
M
W
Y
a
w
0
LL
Lu
0
a
o
Lu
U)
>
w
U)
cc
V)
V)
Lu
oC
0
Q
z
Lu
U
z
Q
J
a
Z
z
LL
DATE: xxxx
JOB NO.: SEA-21-011
A401
OKEYNOTES
p W
zu)
au)
IL�
L�
z�
N Q W
Lu }2
F
~ W =
N 0<
F 22 O ELm
N
W H
w U c =a
F = o Fw
U cc CC? w w
Q a v cn
cn a � N LLJ z OO
y
F Zz Ow
� ¢�
Z 3 <cn
—`
— WC
a}
M Q
co ¢0
pj � LL
Z W
Lu z W
z j
Q
�m
F
wp
wz
W J
= J
�a
_
U)
GENERAL NOTES
5 6 7 8 9
6
�----------------------�� PLAN LEGEND o
CV
NOT IN CONTRACT AREA. W
IDF � Z
108 , PH ROOM NEW WALL, SEE WALL SCHEDULE. O
N N E112 (n
N +g 0 - N EXISTING WALL TO REMAIN. z Z - V
E ECIME H w CWC Z
HOP - RM N N NEW GYP. BD. CEILING. G Q
9 04 105 N N N N N N N N ORRI OR g_ p 2' _ g >
o g - O PH ROOM 1�1 �� O O EXISTING GYP. BD. CEILING TO REMAIN. � O
+ -
ENGINEERING OFFICE!
9
LAB 107 COPY/PRINT E+q�
1o„ u
19' _0 118 N a cn >-
ON N N g- o o NEW SUSPENDED CEILING. z W a
w
N N NN N N N N N PH ROOM N N V) Z = J
N N 11 CONF. Q Z 44 Ix 04
04 +goN O 113 O EXISTING SUSPENDED CEILING TO REMAIN. W W
VESTIBULE
1 3 g' - 0' X � � W
N ui wIn
N N � � W
o N� NEW 2' X 4' RECESSED LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS. LL
0
�o 0 0 0 0 0 O N N
NEW 2' X 4' RECESSED EMERGENCY LIGHT FIXTURE W / 90MIN. BATTERY BACKUP. GQ
C --- -- -- --- - SEE ELECTRICAL DRAWINGS. `M
yj O O
EXISTING 2' X 4' RECESSED LIGHT FIXTURE TO REMAIN.
3'-51/2" 6'-0" IL
N N O O G� ❑
it BREAK
NEW 2' X 2' RECESSED LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS.
R00 CONF. 102 E ROM . SEE ELECTRICAL SED EMERGENCY LIGHT FIXTURE W / 90MIN. BATTERY BACKUP.
g' 14
N +g' - 0" N
EXISTING 2' X 2' RECESSED LIGHT FIXTURE TO REMAIN.
E E E E E E E E E
N N OPEN
FFIC O NEW RECESSED DOWN LIGHT. SEE ELECTRICAL DRAWINGS.
116 N
9' - 0' ❑
N N
O NEW RECESSED EMERGENCY DOWN LIGHT W / 90 MIN. BATTERY BACKUP. cz
COLLABORATIVE
N SEE ELECTRICAL DRAWINGS.
E+9�'=-o
N_ I_ C_ LO BY �� O EXISTING RECESSED DOWN LIGHT TO REMAIN.
11 E
N +99-011 N UNDER CABINET LED LIGHTS, SEE ELECTRICAL DRAWINGS.
E E E E E E N N
®I NEW CEILING MOUNTED EXIT SIGN W / 90 MIN. BATTERY BACK UP, SHADED AREA
❑ N INDICATES FACE OF LETTERING, DIRECTIONAL ARROW AS REQUIRED. SEE Ir
ELECTRICAL DRAWINGS.
®� LL
EXISTING CEILING MOUNTED EXIT SIGN TO REMAIN.Lu
E
CONF.
ROOM
100]'
E ' E E E E E E
D
KEY PLAN
o y� ® 0 0 0
DATE: xxxx
lul JOB NO.: SEA-21-011
c
0 0 0
LL
w o
0
CEILING PLAN SCALE A A501
3/16 = 1 0
Y
Q
w
O
a
o
�
W
w
cn
c�
w
�C
Q
c�
z
w
Z
J
Q
U
J
a
C�
z
J
W
C�
M
00
0
0
0000
0
3- 0"
3- 0"
3- 0"
W
Cc
D
H
U
W
cr
2
U
Q
N
a
W
H
z
uj
IL
of
¢
zU)
z
CL
C�
OF
Zto
t F
0 LL W
N
w >2
J F W
Q W
LU d
N O 2
o dm
O N
U p 2 d
2 CDF W
cr cc?W x
�w
a LU w z0
~ cn O O
z O ¢�
z U w
~ V W F
U
rn dO
a)}
U Z
C,Q
N ¢O
pj U) L
ZW
W
z �j
Q
�m
F
w0
U)z
W J
2 J
F
2
U)
0
T
N
w
= Z
F- � F-
z w cn z
w m >- __
w Q cn
M M Z) >O Q
Z F- a�
U) a =Q
Q z w�
X >w
PH ROOM SCALE 7 ELEC/MECH RM SCALE 4 w w w
LL
T
co
EQ. EQ. EQ. EQ. co
CON F. ROOM#100 1 SCAL1E0 6 CON F. ROOM#113 1 SCAL1E0 3
U)
Y
a
w
cc
O
LL
LU
o
LU
D
U)
>
w
U)
cc
()
V)
W
oC
0
cf)
Q
z
O
_V)
�
Q
z
w
�
w
J
U
w
cc
O
oC
w
z
DATE: xxxx
JOB NO.: SEA-21-011
SCALE
SCALE
SCALE
COPY/PRINT 1/2"=1'-0" 8 CONF. ROOM#114 1/2"=1'-0" 5 BREAK ROOM#102 1/2"=1'-0" 2 A803
M
M
O
N
O
5/8" TYPE'X' GYP. BD. EACH SIDE
OVER MFT^' QTI Ifl
INSULAT
METAL T
3-5/8" ME
TRACK
DOOR FI
1
1/4" THICK SOLID SURFACE DOOR
MOUNTED SIGNAGE TO BE LOCATED
IN THE CENTER OF THE DOOR - SEE
ELEVATION BELOW
WALL MOUNTED SIG
MOUNTED ON LATCF
DOOR - SEE ELEVAT
CORRESPONDING GI
5/8" MIN. - 2" MAX.
X 1/32" RAISED LETTLI-I-
NOTE: CHARACTERS AND
BACKGROUND OF SIGN TO BE NON -
GLARE INISH. COLOR AND
CONTRAST OF SIGN TO BE
DISTINCTLY DIFFERENT FROM THE
WALL COLOR (STANDARD COLOR
SHALL BE WHITE CHARACTERS ON
BLUE BACKGROUND UNLESS
OTHERWISE APPROVED)
DOOR SIGN
WALL SIGN -
1'-0"
ADA RESTROOM SIGNAGE 1SCALE 1/2"=1'-0" `�
NOTE: SEE "SIGNS & CHARACTERS & BACKGROUND OF SIGNS TO BE NON -GLARE FINISH TO
IDENTIFICATION" CONTRAST WITH EACH OTHER. (STANDARD COLOR TO BE WHITE ON
GENERAL NOTES FOR BLUE BACKGROUNDS UNO) COLOR AND CONTRAST OF SIGN TO BE
ADDITIONAL INFORMATION DISTINCTLY DIFFERENT THAN THE COLOR AND CONTRAST OF THE
WALL.
SANS -SERIF UPPERCAS
CHARACTERS, RAISED
1/32"
PER ANSI STANDARDS
CORRESPONDING GRAE
2 BRAILLE PER CBC
11 B-73.3 AND 11 B-703.4
NOTE: DOTS SHALL BE 1/10" O.C. IN EACH CELL W/ 2/10" SPACE BETWEEN CELLS, MEASURED FROM THE
SECOND COLUMN OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN OF DOTS IN THE SECOND CELL. DOTS
SHALL BE RAISED A MIN. 1/40" ABOVE BACKGROUND. DOTS SHALL BE ROUNDED OR DOMED
DOOR AND WINDOW TYPES
-A- -B- -C- -D-
SINGLE FLUSH DOOR STOREFRONT GLASS SINGLE DOOR SINGLE LITE DOOR FLUSH DOOR WITH
SIDE LITES
DOOR SCHEDULE
DOOR#
FROM ROOM:
TO ROOM:
TYPE
DOOR DIMENSION
DOOR MATERIAL & FINISH
FRAME MATERIAL & FINISH
HDWE. SET
Lu
Lu
LL
W
H
T
MATERIAL
FINISH
GLASS FINISH
MATERIAL
FINISH
100
CONF. ROOM
OPEN OFFICE
B
3- 0"
T - 0"
1 3/4"
WV-1
CLEAR
H.M.
MFR BLACK
01
101
LOBBY
OPEN OFFICE
B
3- 0"
T - 0"
1 3/4"
WV-1
CLEAR
H.M.
MFR BLACK
04
102
OPEN OFFICE
BREAK ROOM
C
3- 0"
T - 0"
1 3/4"
WV-1
CLEAR
H.M.
MFR BLACK
01
103A
ENGINEERING LAB
VESTIBULE
C
3- 6"
T - 0"
1 3/4"
WV-1
CLEAR
H.M.
MFR BLACK
03
103B
VESTIBULE
A
3- 6"
T - 0"
1 3/4"
WV-1
CLEAR
H.M.
MFR BLACK
03
20
MIN.
104
VESTIBULE
SHOP -1
C
T - 0"
T - 0"
1 3/4"
WV-1
CLEAR
H.M.
MFR BLACK
01
105
VESTIBULE
ELEC/MECH RM
A
3- 0"
T - 0"
1 3/4"
WV-1
CLEAR
-
H.M.
MFR BLACK
02
106A
OPEN OFFICE
ENGINEERING
LAB
C
3- 0"
T - 0"
1 3/4"
WV-1
CLEAR
-
H.M.
MFR BLACK
03
106B
RFI CHAMBER
ENGINEERING
LAB
C
3- 0"
T - 0"
1 3/4"
WV-1
CLEAR
-
H.M.
MFR BLACK
03
107
OPEN OFFICE
OFFICE
A
3- 0"
T - 0"
1 3/4"
WV-1
CLEAR
-
H.M.
MFR BLACK
02
108
COPY/PRINT
IDF
A
3- 0"
T - 0"
1 3/4"
WV-1
CLEAR
-
H.M.
MFR BLACK
03
110
CORRIDOR
PH ROOM
D
T - 0"
T - 0"
1 3/4"
WV-1
CLEAR
-
H.M.
MFR BLACK
01
111
CORRIDOR
PH ROOM
D
T - 0"
T - 0"
1 3/4"
WV-1
CLEAR
-
H.M.
MFR BLACK
01
112
CORRIDOR
PH ROOM
D
T - 0"
T - 0"
1 3/4"
WV-1
CLEAR
-
H.M.
MFR BLACK
01
113
CORRIDOR
CONF. ROOM
D
3- 0"
T - 0"
1 3/4"
WV-1
CLEAR
-
H.M.
MFR BLACK
01
114
CORRIDOR
CONF. ROOM
D
3- 0"
T - 0"
1 3/4"
WV-1
CLEAR
-
H.M.
MFR BLACK
01
U
w
x
w
COMMENTS
W
Cc
D
U
W
Cc
U
Q
U)
a
W
U)
z
uj
of
Z�
aZ
d
W~
� ��
zto
t F
0 LL W
04
W
J F W
Q W
Lu d°
N O 2
o dm
O N
U p 2 d
2 p F W
CC? W x
W
aW w z 0
F- v) O°
z U W
~ V W F
U°
d>
°' U) z
oa
N ¢O
U�
°o
W
ZW
z �z
a
om
W O
U)z
W J
2 J
F Q
U)
0
T
N
W
~ z
I cnO
z w cn z
DOOR HARDWARE GROUPS (BUILDING STANDARD LATCHSET)
w M >-_
W
SET: 01 TOILET
cn
� Q
SET: 02 BUILDING STANDARD LOCKSET
00
SET: 03 BUILDING STANDARD LOCKSET WITH MAGNETIC CLOSER AND CARD READER
Ca W
SET: 04 BUILDING STANDARD LOCKSET WITH MAGNETIC CLOSER AND CARD READER FOR FULL GLASS DOORS
G = Q
z
NOTE: DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 34 AND 44 INCES ABOVE THE FLOOR. PER 2019 CBC 11B-404.2.7.
H a�
V) z
z W
X Lu � � Q
W w
LLi
LL
0
T
co
M
M
DOOR FINISH LEGEND
GL.
GLASS
ALUM.
ALUMINUM
FF
FACTORY FINISH
CLR. ANOD
CLEAR ANODIZED
WP-1
WOOD - PAINT (DOOR & FRAME TO MATCH BUILDING STANDARD)
TACTILE EXIT SIGN
SCALE
23
DOOR GENERAL NOTES
6"=T-0'
1. FIELD MEASURE, AS REQUIRED, ALL DOORS PRIOR TO FABRICATION.
NOTE: SEE "SIGNS & CHARACTERS & BACKGROUND OF SIGNS TO BE NON -GLARE FINISH TO
2. PROVIDE A SIGN ON OR NEAR THE MAIN EXIT DOOR READING "THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED".
IDENTIFICATION" CONTRAST WITH EACH OTHER. (STANDARD COLOR TO BE WHITE ON
3. LATCHING AN LOCKING DOORS THAT ARE HAND OPERATED SHALL BE OPERABLE WITH A SINGLE EFFORT WITHOUT REQUIRING THE ABILITY TO GRASP THE
GENERAL NOTES FOR BLUE BACKGROUNDS UNO) COLOR AND CONTRAST OF SIGN TO BE
HARDWARE. (LEVER OR PUSH TYPE) VERIFY THE CONDITION OF EXISTING DOORS.
ADDITIONAL DISTINCTLY DIFFERENT THAN THE COLOR AND CONTRAST OF THE
4. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LB FOR INTERIOR AND EXTERIOR DOORS AND 15 LB FOR FIRE DOORS.
INFORMATION WALL.
5. ALL HARDWARE TO BE LEVER TYPE PER ADA AND GOVERNING CODES.
6. OPENING HARDWARE TO BE CENTERED BETWEEN 34" AND 40" A.F.F. CONTRACTOR TO VERIFY EXISTING CONDITION AND MATCH NEW.
7. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE.
8. PROVIDE WEATHER SEALS ON ALL EXTERIOR DOORS.
9. CONTRACTOR IS RESPONSIBLE TO VERIFY AND COORDINATE ALL DOOR FRAME THROAT THICKNESS.
SANS -SERIF UPPERCASE
10. ALL DOOR FRAMES TO BE FACTORY FINISHED-UNO
CHARACTERS, RAISED
11. ALL DOOR STOPS TO HAVE 2X6 OR 20 GA. BACKING.
1/32" PER ANSI
EXIT
12. MAXIMUM UNDERCUT OF ALL DOORS NOT IN A RATED CORRIDOR SHALL NOT EXCEED 1/2" A.F.F.
STANDARDS
13. SEE DETAIL FOR DOOR CLEARANCE REQUIREMENTS.
14. ALL DOORS ARE TO BE T-0" WIDE UNLESS NOTED OTHERWISE ON PLANS.
15. ALL DESIGNATED EXIT DOORS SHALL BE NON -LOCKING AGAINST EGRESS.
z
16. ALL THUMB LATCH LOCKING DEVICES ON MEANS OF EGRESS DOORS SHALL BE ACTIVATED BY NO MORE THAN ONE QUARTER (1/4) TURN.
ROUT
ALL GLASS IN DOORS SHALL BE TEMPERED.
C�JN17.
CORRESPONDING GRADE N °
18. ALL DOORS & HARDWARE SHALL COMPLY WITH LOCAL BARRIER FREE LAWS AND THE AMERICANS WITH DISABILITIES ACT.
2 BRAILLE PER CBC z_
19. ALL WOOD DOORS TO BE PARTICLEBOARD CORE DOORS; PERFORMANCE GRADE: EXTRA HEAVY DUTY; AESTHETIC GRADE: PREMIUM.
11B-73.3 AND 11B-703.4 ------ ___
20. ALL DOORS TO BE UNDERCUT MIN. 3/4" OR REQ'D BY CODE U.N.O.
............
-�
21. ALL DOOR FRAMES SHALL BE ONE PIECE WELDED 16 GA. H.M. - PAINT P-5.
22. HOLLOW METAL DOORS SHALL BE 18 GA. FACE SHEETS EXTERIOR DOORS TO BE GALVANIZED & INSULATED.
23. ALL DOORS, FRAMES & HARDWARE TO BE PROVIDED AND INSTALLED BY GC.
24. ALL DOORS TO BE EQUIPPED W/ MIN. (3) DOOR SILENCERS ON LATCH -SIDE OF DOOR FRAME.
25. ALL HARDWARE TO BE BRUSHED OR SATIN -FINISH STAINLESS STEEL U.N.O.
26. EXTERIOR SIDE OF ALL PERIMETER WALL DOORS & FRAMES TO BE PAINTED AS APPROVED BY LANDLORD. COORDINATE COLOR W/ EXISTING EXTERIOR DOORS &
FRAMES.
27. ALL FIRE DOORS SHALL BE SELF OR AUTOMATIC CLOSING AS REQUIRED BY 2019 CBC SECTION 716.5.9
NOTE: DOTS SHALL BE 1/10" O.C. IN EACH CELL W/ 2/10" SPACE BETWEEN CELLS, MEASURED FROM THE
28. ALL FIRE DOOR SHALL BE SMOKE -ACTIVATED DOORS AS REQUIRED BY 2019 CBC SECTION 716.5.9.3 #13.
SECOND COLUMN OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN OF DOTS IN THE SECOND CELL. DOTS
SHALL BE RAISED A MIN. 1/40" ABOVE BACKGROUND. DOTS SHALL BE ROUNDED OR DOMED
TACTILE EXIT ROUTE SIGN
SCALE
22
WINDOW GENERAL NOTES
6"=T-0'
DOOR & FRAME (WHERE
APPLICABLE)
1/4" TEMPERED GLASS VISION
PANEL (WHERE APPLICABLE)
SIGNAGE, MOUNT AS TO ALLOW A
PERSON TO APPROACH WITHIN 3"
OF SIGNAGE WITHOUT
ENCOUNTERING DOOR SWING OR
PROTRUDING OBJECTS. (SEE DTLS
23-25)
TOP OF FRP @ 48" AFF
GENERAL POWER &
COMMUNICATION RECEPTACLES
ARMOR OR KICK PLATE (WHERE
APPLICABLE)
d
w
d
w
0
M
SWITCH
THERMOSTAT
4" Lo
co
DIRECTION OF APPROACH
FINISH FACE OF WALL OR OTHER
OBSTRUCTION
THIS ADDITIONA
REQUIRED IF BC
LATCH ARE PRO
PULL SIDE
n
PUSH SIDE
NOTES: 1. MOUNT FIRE
EXTINGUISHER CABINET SO
THAT THE HIGHEST
OPERATING PART OF THE
CABINET IS 54" A.F.F. MAX. 2.
FIRE EXTINGUISHER
CABINET VERIFY ROUGH
OPENING IN THE FIELD
5/8" GYP. BD. o/ METAL STUD
FURRING BEHIND F.E.C. TO
MAINTAIN FIRE RATING
FIRE EXTINGUISHER CABINET
VERIFY ROUGH OPENING IN
THE FIELD
5/8" GYP. BD. EA. SIDE o/
METAL STUD FRAMING - SEE
WALL LEGEND
NON -RATED WALL 1-HR RATED WALL
CONDITION CONDITION
SCALE
FIRE EXTINGUISHER CAB 11/2"=1'-0"
1. EACH LITE SHALL BEAR THE MANUFACTURER'S LABEL DESIGNATING THE TYPE AND THICKNESS OF THE GLASS.
2. GLASS SHALL BE FIRMLY SUPPORTED ON ALL FOUR SIDES.
3. FIELD MEASURE ALL OPENINGS PRIOR TO FABRICATIONS.
4. ALL GLAZING WITHIN A 24" ARC OF EITHER EDGE OF A DOOR AND WITHIN 60" OF THE FLOOR SHALL BE TEMPERED.
FINISH GENERAL NOTES
a
1.
NO FINISH SUBSTITUTIONS SHALL BE MADE UNLESS APPROVED BY THE ARCHITECT IN WRITING.
a
cD
2.
DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME RETARDANT CONDITION.
3.
SUBMIT SAMPLES OF ALL FINISHES FOR ARCHITECT'S APPROVAL PRIOR TO ORDERING.
orf
4.
NOTIFY ARCHITECT IMMEDIATELY OF ITEMS WITH LONG LEAD TIMES.
Lu a
5.
ALL PAINT FINISH OF METAL PARTS OF DOORS, HANDRAILS, AND PERIMETER ENCLOSURES SHALL BE SEMI -GLOSS U.N.O.
O
6.
WHERE PAINT COLORS CHANGE, CORNERS ARE TO BE CUT IN FREE OF ANY OVERLAP.
7.
PRIOR TO INSTALLATION OF ANY WALL COVERING, SURFACES SHALL BE PREPARED AND SEALED PER MANUFACTURERS RECOMMENDATIONS.
CD
8.
CONTRACTOR TO VERIFY CONDITION AND LEVEL OF FLOOR SO AS TO RECEIVE NEW FINISHES WITHOUT BOWING AT FLOOR OR WALL BASE. CONTRACTOR IS
RESPONSIBLE FOR ALL FLOOR PREPARATION.
9.
ALL CARPETING SHALL BE INSTALLED WITH GLUE DOWN METHOD U.N.O.
W
Y
a
w
O
IL
Lu
0
a
o
LLI
U)
>
U)
w
cc
W
Q
V
V
0
w
pC
�C
Q
0
Q
U)
W
�
~
�
J
L u
.,
Q
_j
W
Wm
U
0
U
Cd
U)
cc
U)
W
0�_
00
0
z
DATE: xxxx
JOB NO.: SEA-21-011
10. CONTRACTOR TO PROVIDE PREFORMED RUBBER BASE CORNERS. DO NOT CUT OR BEND STRAIGHT BASE TO MAKE CORNERS.
11. FLOOR FINISHES TO CONTINUE UNDER OPEN AREAS OF MILLWORK, INCLUDING SINK AREA AND ALL UNDER COUNTER EQUIPMENT AREAS.
12. CONTRACTOR TO SUBMIT VCT AND TILEPATTERN PLANS TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION
11 A901
DOORS HEAD (JAMB SIM) SCALE 2
3"=T-0'
TYP MOUNTING HEIGHTS
WALL BASE
SCALE 21
1/2" = 1'-0"
SCALE 16
CLEARANCE AT DOOR 1/4"=1'-0'
AT METAL DECK ONLY
(4)# 12 S.M.S. EACH FLUTE (4 TOTAL)
k
L4x4xl4GA.xl'-0" LONG
STUD KICKER SIZE & SPACING
PER WALL SECTIONS W/(4)#10 S.M.S.
TO Lx U.N.O.
AT METAL DFCK ONLY
(4) #12 S.N
L4x4xl4GA
STUDKICK
WALL SEC
Lx U.N.O.
PERPENDICULAR TO FLUTES
SCALE ^
KICKER TO DECK 1"=1'0' L
3 5/8" 20 GA. METAL STUD BRACING
@8'-0" O.C. EA. SIDE STAGGERED
SUSPENDED CEILING - SEE
REFLECTED CEILING PLAN FOR
HEIGHTS
5/8" GYP. BD. 0/ 3 5/8" 20 GA. METAL
STUD FRAMING
8 GA. HANGER WIRE TO STRUCTURE
ABOVE, 4'-0" O C WITH 4 WIRFS
SPALYEE
DEG. MA
20 GAUG
FURRING
CHANNE
O.C. 20 C
1 1/2" CO
STEEL A'
GAUGE
TYPE "S"
5/8" GYP
SUPPOR,L-u
SCALE ^
G.B. SUSPENDED CEILING T, 1'-0' L 0
"UNATTACHED WALL"
ARMSTRONG BERC2
ICC-ESR-1308 8" MAX
HEAVY DUTY T-BAR SYSTEM TO
COMPLY WITH PROVISIONS OF �®
ASTM C 635 AND ASTM C 636 AND
SEC. 1613.1 OF THE CBC.
°
PERIMETER HANGER WIRE ° 3/4" \ 8
AT ALL MAIN RUNNERS ° �\
AND CROSS TEES
0
SEISMIC CLIP SYSTEM ANCHOR TO
WALL OR SOFFIT W/ #6 SCREWS @
24" O.C.
SUSPENDED CEILING GRID
WHERE WALL REMAINS
WALL OR SOFFIT
UNATTACHED TO CLOSURE ANGLE,
3/4" CLEARANCE TO BE MAINTAINED
CLOSURE ANGLE
MOLDING 7800
HANGER AND PERIMETER WIRES
SHALL BE PLUMB WITHIN 1 IN 6
UNLESS COUNTER SLOPING WIRES
ARE PROVIDED
UN -ATTACHED
ANGLE
SCALE
1 9
3"=1'0'
"ATTACHED WALL" ARMSTRONG
BERC2 ICC-ESR-1308
8" MAX.
HEAVY DUTY T-BAR SYSTEM TO
COMPLY WITH PROVISIONS OF
ASTM C 635 AND ASTM C 636 AND
m
SEC. 1613.1 OF THE CBC.
o
e
°
®e
°
7/8"
WALL OR SOFFIT °
SEISMIC CLIP SYSTEM ANCHOR TO
WALL OR SOFFIT W/ #6 SCREWS
@ 24" O.C.
PERIMETER HANGER WIRE
AT ALL MAIN RUNNERS
AND CROSS TEES
°
SUSPENDED CEILING
GRID
TIGHT SCREW
WHERE WALL REMAINS
UNATTACHED TO CLOSURE ANGLE,
3/4" CLEARANCE TO BE MAINTAINED
CLOSURE ANGLE
MOLDING 7800
HANGER AND PERIMETER WIRES
SHALL BE PLUMB WITHIN 1 IN 6
UNLESS COUNTER SLOPING WIRES
ARE PROVIDED
SCALE ATTACHED ANGLE1
3"=1'0'
EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND OTHER
PENETRATIONS, SHOW A 2" OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW
FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT
THAT CAN ACCOMMODATE 1" OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS IS PERMITTED TO BE
PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION.
SLOT END OF TUBE TO
FIT OVER RUNNER o
NOTE: 2X4 SUB-PURLINS ARE
NOT TO BE USED FOR CEILING
ATTACHMENT
SUSPENDED CEILING SYSTEM -
SEE REFLECTED CEILING PLAN ° a,
MAIN RUNNER
CROSS RUNNER
SCALE 12 GA. WIRE SPLAYED IN (4)
CEILING H D R TRANSITION 1 1/2" - 1'-0" 22 DIRECTIONS 90 DEGREES APART AT
12'-0" O.C.
HEAVY DUTY T-BAR SYSTEM TO
COMPLY WITH PROVISIONS OF ASTM C
635, ASTM C 636, ASCE 7-10 AND CISCA
REQUIRED LOCATIONS OF
COMPRESSION STRUTS - TYP.
CEILING SYSTEMS ARE TO BE
ATTACHED AT 2 ADJACENT WALLS
OR SOFFITS
I
ACOUSTICAL CEILING
TILE WITH WALL ANGLE
METAL STUD.
TYPE "X" GYPSUM BOARD TAPED AND /
FINISH SMOOTH FOR PAINT FINISH.
ACOUSTICAL CEILING TILE WITH /
WALL ANGLE
a
U
d
w
w
SUSPENDED CEILING SYSTEM -
SEE REFLECTED CEILING PLAN
18
10.
ATTACHED
UN -ATTACHED
12'-0" O.C. TYP.
19
A10
0
CONT. COVE CAP
SHEET VINYL (SV-2
MITER COVE BASE
OUTSIDE CORNER;
HEAT WELD (TYP.)
SHEET VINYL (SV-1)
EXISTING SLAB TO REMAIN
#4 REBAR @ 12" O.C. ALTERNATE
SIDES
NEW CONCRETE TO MATCH
EXISTING CONCRETE
SAW -CUT AND REMOVE EXISTING
SLAB AS REQUIRED
4 Lu
d" V
Lu
° d
BACK FILL TO BE CONCRETE
SLURRY OR 95% COMPACTED SAND
REPLACE BASE TO MATCH EXISTING
MATERIAL AND COMPACTION.
REPLACE ALL VAPOR BARRIERS
DRILL 3/4" DIAMETER HOLE INTO
EXISTING CONCRETE & "POR-ROK"
SCALE
SAW -CUT SLAB REPAIR 11/2"=1'-0" 10
METAL STUD PAR"`
SEE WALL SCHEDi
WALL PROTECTIO
CLEAR SEALANT
CONT. COVE CAP
HIGH ROLLED INTI
SEE FINISH SCHE[
COVE FILLER STIR
SHEET VINYL FLO,
SEE FINISH SCHE[
METAL STUC
SCHEDULE
HIGH STAND
FINISH SCHE
FLOOR FINIr
CON RETE)S
Q
w
ry
Q
z
w
Q
w
co
NOTES: 1. MOUNT FIRE
EXTINGUISHER CABINET SO
THAT THE HIGHEST
OPERATING PART OF THE
CABINET IS 54" A.F.F. MAX. 2.
FIRE EXTINGUISHER
CABINET VERIFY ROUGH
OPENING IN THE FIELD
5/8" GYP. BD. o/ METAL STUD
FURRING BEHIND F.E.C. TO
MAINTAIN FIRE RATING
FIRE EXTINGUISHER CABINET
VERIFY ROUGH OPENING IN
THE FIELD
5/8" GYP. BD. EA. SIDE o/
METAL STUD FRAMING SEE
WALL LEGEND
cD
z
Q
w
a
0
0
v
NONRATED WALL
1-HR RATED WALL
CONDITION
CONDITION
FIRE
EXTINGUISHER
CAB
SCALE
11/2"=1'-0'
NOTE: USE MOLD
RESISTANT GYP.
WALLS
TOP TRACK SECU
WALL BRACE W/ (;
METAL SCREWS
SOUND INSULATI(
SCALE BASE - SHEET VINYL 3"=1'0' 9
5/8" THK MOISTUF
RESISTANT BD TC
PLUMBING WALL (
FRAMING - SEE W
WAINSCOTTING -
FINISH SCHEDULE
SCALE 8
RESILIENT BASE - CARPET
SOLID SURFACE WALL CAP- SEE
FINISH SCHEDULE
FIRE -RETARDANT WOOD BLOCKING
5/8" TYP. X GYP. BD. EACH SIDE 0/
METAL STUD FRAMING - SEE WALL
LEGEND
BRACING @ 4'4" O.C. MAX.
SEE DETAIL 5 THIS SHEET
BOTTOM TRACK W/ .145 DIA. X 1 1/4"
POWER DRIVEN FASTENER @ 24"
O.C. PER ICC-ESR 1799
WALL BASE - SEE FINISH SCHEDULE
CONT BED OF MOLD RESISTANT
SEALANT UNDER CHANNEL- (USE
FIRE CAULKING AT RATED WALLS)
FINISH FLOOR - SEE FINISH
SCHEDULE
BOTTOM TRACK V
POWER DRIVEN F
O.C. PER ICC-ESR
WALL BASE - SEE
FINISH SCHEDULE
CONT BED OF MO
SEALANT UNDER
FIRE CAULKING A'
FINISH FLOOR - SI
SCHEDULE
WA L L TYPE B SCALE3" = 1'-0'
PROVIDE BLOCKING AS NEEDED AT
ROOF LEVEL
NOTE: USE MOLD & MOISTURE RESISTANT GYP. BD.
SEE STRUCTURAL DWGS
FULL HEIGHT AT ALL WET WALLS
(5/ S1.2)
7„
SLIP TRACK W/ (2) #8 SMS INTO
STRUCTURE, 1 1/2" MIN. PENETRATION
ICC-ESR #1042
R-13 INSULATION (FULL HEIGHT) -
SECURE IN PLACE
PROVIDE ALTERNATE BID FOR
SOUND INSULATION AT ALL EXAMS, &
PRIVATE OFFICES,
SUSPENDED ACOUSTIC CEILING
SYSTEM - SEE REFLECTED
CEILING PLAN
Q
5/8" TYPE'X' GYP. BD.
w
ONE SIDE 0/ FULL HT. METAL STUD
FRAMING - SEE WALL LEGEND
SOUND INSULATION FULL HEIGHT OF
WALL - WHERE OCCURS SEE WALL
LEGEND
BOTTOM TRACK W/ .145 DIA. X 1 1/4"
POWER DRIVEN FASTENER @ 24" O.0
PER ICC-ESR 1799
RESILIANT BASE -SEE FINISH
SCHEDULE
FINISH FLOOR - SEE FINISH
SCHEDULE
U)
z
w
2
Z)
U)
z
U)
X
W
U
w
x
U
Cc
Q
a
w
H
N
uj
d
of
zU)
a
0-�
0-
m,:
U)
z_
F
Q
0
N
W
w
}2
J
F w
a
w
uj
d0
O 2
N
o
dm
O N
U p
2 d
= CDF
W
U Lo
CC °°
w X
=
w
av
�
F-N
0
z
¢Ir
Z
0w
~ V
w
F
w 0
�
d }
U) Z
clU'l
Q
N
¢O
m
U)L
v
CD
o0
W
z w
Z
j
Q
�
Q m
w 0
U) Z
w J
F Q
U)
0
T
N
W
Z
p0
c
cnz
w
c
>
�
cn
Q
0
Ca
cn
>.
c
�
Q
Lu
a
a
Wuj
13
W
U.
0
T
0
M
co
Y
a
w
c
O
ILL
Lu
0
a
o
W
U)
U
)
w
c
ME w
Vw
0
w
J
LL
w
of
w
DATE: xxxx
JOB NO.: SEA-21-011
J
Q
W
0
0
z
J
W
06
J
J
Q
SCALE ^ 1
CEILING HDR TRANSITION 3"=1'-0' L
SCALE SUSPENDED CEILING 3"=1'-0' 16
SCALE
SHEET VINYL COVE BASE 11/2"=1'0" 11
ACOUSTICAL SEALANT BOTH SIDES -
(USE FIRE CAULKING AT RATED
WALLS)
WALL TYPE C SCA1 E 6 WALL TYPE A SCA1 E
0
SLOTTED
TRACK W/77 -
(1) SCREW
TO EA
STUD
FLANGE,
TYP
PERPENDICULAR TO DECK
(CONC SLAB SIM)
STL BEAM W/
FIREPROOFING
(2) SCREWS
AT EA Z
FURRING
PARALLEL TO BEAM
2/3 d MI
"d
c'TEELDECK
LOTTED W/ (1) SCREW
TUD FLANGE TRACK, T
SCREW AT EA LOW
LUTE,STAG
PERPENDICULAR TO DECK
WIDTH AS REQ TO Ek "'^`
DECK FLUTES
18 GA CONT PL W/
SCREWS @ 12" OC,)
DECK FLUTES
SCREWS @ 12" OC,!
PARALLEL TO DECK
CONC 0/ STL DECK
PAF @ 12" OC STAGGER
16GA x 3" WIDE PL @ 48" OC &
6" MAX FROM END OF TRACK
AND JAMB STUDS W/ PAF
INTO EA LOW FLUTE
Z-FURRING x 18 GA
@ 24" OC W/ MIN DEPTH
EQUAL TO FIREPROOFING
THICKNESS W/ (2) PAF OR
SCREWS TO STEEL BEAM
STEEL BEAM
SLOTTED TRACK W/ (1)
SCREW TO EA STUD
FLANGE, TYP
PAF OR SCREWS @
12" OC, STAG
SCREWS @ 12" OC,
STAG
PARALLEL TO BEAM
dr-° MAX
d
18GAx�
CONT BENT
PL
SCREWS @ 12"
OC, STAG
45' MAX
d
18 GA
CONT BENT PL
JAMB STUDS AT ADJACENT
WHERE WALL STOPS @ OPENING SHALL BE TAKEN AS L1
A10.3 CEILING FOR EA OPENI G+L2 OR AT /FRMGSEPARATE JAMBS A?0.3 DECKOOF
-----
ADJACENT-
`o OPENING
i
_7\ D�UCT�I
QTF(E2
10.3i
12
A10.3 WINDOW,
900R S M( ,
SILLS
TYP A10.3
L1 L2 L
TYP WALL STUDS
INFILL STUDS ABV & BLW OPNG TO
MATCH TYP STUDS
FRAMING ELEVATION
SIM
6 INFILL AT RATED WALLS MATCH WALL
A10.3 STUD SIZE AND SPACING
0
N
DUCT-/ 6
8 12 HER A10.3
A10.3 A10.3
TYP
A10.3
WINb(OW
TYP DOOR
11
TA10.3 13
A 10.3
L
BRIDGING, SPACED AT 4'-0" MAX OC
VERT. OMIT WHERE SHEATHING
OCCURS BOTH SIDES.
BOTTOM TRACK PER 21
A 10.3
19
zo
NOMINAL SIZE
SSMA
DESIGNATION
2 1/2"x 20GA
2505125-33
3 5/8"x 25GA
SEE NOTE 2
3625125-18
3 5/8"x 20GA
3625125-30
or 362S125-33
3 5/8"x 18GA
3625125-43
3 5/8"x 16GA
3625125-54
4" x 20GA
40OS125-30
or400S125-33
4" x 18GA
40OS125-43
4" x 16GA
40OS125-54
6" x 20GA
60OS125-30
or600S125-33
6" x 18GA
60OS125-43
6" x 16GA
60OS125-54
8" x 18GA
80OS125-43
8" x 16GA
80OS125-54
10" x 16GA
1000S162-54
NOTES
1. SEE ADJACENT TABLE FOR SSMA DESIGNATION OF MEMBERS
REFERENCED IN PLANS / DETAILS
2. STUDS SHALL BE SPACED AT 24" OC MAX EXCEPT FOR WALLS WHERE
"H" EXCEEDS 9'-6":
3 5/8" x 25GA STUDS SHALL BE SPACED @ 12" OC MAX
3 5/8" x 20GA STUDS SHALL BE SPACED @ 16" OC MAX
3. DETAILS AND MEMBER SIZES SHOWN ASSUME WALL WT OF 8
PSF AND DEFLECTION LIMITED TO H/120.
4. WALLS SUPPORTING TILE OR OTHER BRITTLE FINISHES
WHERE DEFLECTION IS LIMITED TO H/240 SHALL BE THE
FOLLOWING AT A MINIMUM:
H = 9'-6" MAX: 3 5/8" x 20GA MIN @ 16" OC MAX
H = 16-6" MAX: 3 5/8" x 18GA MIN @ 16" OC MAX
5. WHERE DETAILS INDICATE SUPPORT OF CEILING / CASEWORK,
THIS ASSUMES CASEWORK IN ADDITION TO CEILING FRAMING W/ A 12'-0" MAX
SPAN EACH SIDE OF WALL. ASSUMED CEILING LOAD IS:
DL = 10PSF; LL = 10PSF.
6. STUDS SUPPORTING CEILINGS OR WALL MOUNTED CASEWORK /
EQUIPMENT SHALL BE 20GA MIN.
7. THIS TABLE IS FOR GENERAL REFERENCE ONLY; GENERAL CONTRACTOR TO
VERIFY PROPOSED STUD GAUGE AND SPACING WITH STUD MANUFACTURE.
7. LIMITING HEIGHTS SHOWN ARE TESTED FOR INTERIOR NOW LOAD
BEARING PARTITIONS SHEATHED FULL HEIGHT WITH 1/2" THICK GYP. BD. REFER
TO NOTE 37/PARTITION GENERAL NOTES FOR GYPSUM BOARD REQUIREMENTS.
4. REFER TO SOURCE DOCUMENT FOR VALUES OTHER THAN THOSE SHOWN.
L 1 1/2 x 1 1/2 x 16 GA AT SPACING PER TABLE END OF
FULL -DEPTH BLKG @ 12'-0" OC AND AT (4) SCREWS EA CUT FLANGES & BEND WEB TO
EA SUPPORTING STUD WALL �
STRAP ENDS OR SPLICES, SEE "TYP STRAP TO BLKG, W/ (3) SCREWS EA LEG --_ FORM A 1 1/2" OVERLAP, ATTACH W/
WIDTH AS REQ STEEL STUD/JOIST BLOCKING" DETAIL TYP --- ___ TOGA/ (1) SCREW PER EA 2" OF DEPTH, CUT TOP & BOT
TOP TRACK CONT ONE TYP FOR TOP & BOT TRACK FLG OF STUDS &
TO ENGAGE (2) (1) SCREW EA STRAP TO STUD, - DECK FLUTES TYP (IF FILLET WELDS ARE USED PIECE AS AN ALTERNATE, USE LAP WEB OVER
IN STEAD OF SCREWS, WELD ALT STUD WALL PER ARCH L1 1/2xl 1/2xl6 GA W/ (3) SCREWS EA EA JAMB STUD
SIDES OF STRAP AT EA STUD) (20 GA MIN) LEG)
SUPPORT PER TABLE (1) SCREW PER
SEE OTHER DETAILS FOR z x + EA 2" OF DEPTH
BRIDGING SPACING & x (2) SCREWS T&B - AT EA JAMB
x ` BOT TRACK, CONN PER STUD ES
(2) SCREWS TO LOCATIONS 4.
EA PL, TYP 4. . x ` "TYP CFSF WALL CONN
r x
AT HIGH FLUTE
PAF @ 12" OC
STAGGER
AT LOW FLUTE
PARALLEL TO DECK
,d45 DEG MAX d
18GAx
CONT BENT PL
NOTES:
1. SLOTTED TRACK SHALL HAVE 2 1/2" LEGS W/ 1/4"x 1 1/2" VERT SLOTS @ 1" OC AT EA LEG.
2. SLOTTED TRACK TO BE 20GA MIN.
3. TOP OF STUD TO BE 3/4" CLEAR FROM SLOTTED TRACK WEB.
4. PROVIDE (1) SCREW TO EA STUD FLANGE, LOCATE SCREW AT CENTER OF SLOT.
5. NO ATTACHMENT OF SHEATHING OR FINISHES IS PERMITTED TO FRAMING WITHIN 4" OF THE
TOP OF THE SLOTTED TRACK.
SCALE 2 2
1"=1'0'
TYP CFSF WALL CONN AT TOP
FOS TO FOC TO BE 1/2" ES
AT 6" & LARGER STUDS, 0"-__-
AT STUDS LESS THAN 6"
STEEL STUD WALL,
x AT BASE DETAIL
D- , EQ CONC SLAB OR CONC x
L 1 1/2 x 1 1/2 x 16 EQ O/ STEEL DECK
GA W/ (2) SCREWS JAMB STUDS
EA LEG, TYP / 6 3/4" FOR 8'-0" WALLS
5 1/4" FOR ALL OTHER x II
1 1/2" WIDE x 1/2" STRAP SPLICE, WALLS II
DEEP x 16 GA U- WHERE OCCURS 1" _v
CHANNEL, FULL 1 1/2" x 20 GA CONT STRAP CL CHANNEL & BASE
LENGTH OF WALL FULL LENGTH OF WALL, TYP PLATE
(OMIT ON SIDE W/ SHEATHING
D FOR STUDS 18 GA AND BASE PLATE WIDTH -
THINNER, UNO) PER TABLE
STUD, SEE PLAN 5/8" BASE PL W/ "'
MAXIMUM SPACING OF SUPPORTS
MAX WALL HEIGHT
BASE PL
WIDTH
SUPPORT
SIZE
STUD
WALL
8'-0"
6-0"
5'-0"
4'-0"
-
-
4'-0"
6-8"
3 1/2"
C3x3.5
3 5/8"
2' 8"
4' 0"
6' 8"
8' 0"
5 1/2"
C44.5
6"
4-4'
6-8"
8'-0"
-
7"
C44.5
8"
(1) SCREW TO
EA STUD
FLANGE, TYP
TRACK, CUT WEB & LAP
FLG OVER EA JAMB STUD
(1) SCREW AT EA JAMB
(2) 1/2" DIA "HILTI" KB-TZ STUD ES
ACCEPTABLE FOR 6" & SMALLER STUDS, ACCEPTABLE FOR ALL STUDS SIZES W/ 2" EMBED
18GA AND THINNER AND THICKNESSES, UNO 3/16
NOTES:
U-CHANNEL BRIDGING AT STUDS STRAP BRIDGING AT STUDS 1. EXPANSION ANCHORS MUST BE INSTALLED WITH SPECIAL INSPECTION STUD / TRACK HDR BUILT-UP HEADER
2. DO NOT USE THIS DETAIL FOR WALLS USED AS GUARDRAILS OR WALLS WITH GRAB BARS
SCALE SCALE
TYP STEEL STUD BRIDGING 3/4"V 18 TYP CFSF PARTIAL WALL CONN 34"=V-0. 13 TYP CFSF HD. CONN TO JAMBS SCALE
1'0"
WHERE BRACE IS NOT AT LOW FLUTE, PROVIDE
16 GA PL CONT OVER 2 FLUTES MIN WITH (2)
FASTENERS AT EA FLUTE
CONC FILL WHERE
OCCURS, SEE PLAN
STEEL DECK, SEE
PLAN r
+
-
L 1 1/2 x 1 1/2 x 16GA,
EXTEND OVER (3) FLUTES
3 SCREWS,
MIN AT BARE DECK, (2)
TYP TO
FLUTES MIN AT CONC
BRACE
FILLED DECK W/ (1)
FASTENER TO EA FLUTE
BRACE
L 1 1/2 x 1 1/2 x 16GA, 8" LONG W/ (3)
FASTENERS TO FLUTE AT BARE DECK,
(2) FASTENERS TO LOW FLUTE AT CONC
FILLED DECK. WHERE BRACE IS NOT AT LOW
FLUTE, ATTACH TO CONT PL W/ (3) SCREWS
NOTES
1. FASTENERS SHALL BE:
AT BARE DECK: (1) SCREW
AT CONC-FILLED DECK: 3/8" DIA "HILTI" KB-TZ W/ 2" EMBED
2. DECK MAY SLOPE, SEE PLANS
SCALE
TYP BRACE CONN TO DECK v=1'-0"
SEE PLAN
o
1/2" DIA SCREW
CL STUD &
w
ANCHOR @ 32" OC W/ 3
THREADED ROD
0
ADD FLAT STUD W/ SCREWS @ 12"
1
1/4 MIN EMBED
OC WHEN BRACE LENGTH EXCEEDS
�
II
O I
PAF @ 32" OC
I
STEEL
I
a
`�'
8'4% TYP
(MAX)1
� � ( )
1/2
�� (MIN)
STEEL TRACK
_
TRACK
Al
CONC CURB
CONC SLAB ON
0
`o
GRADE /CONC FILL 0/
STEEL DECK
BRACE SAME SIZE & GA AS STUDS
(20 GA MIN) (STAGGER @ 48" OC)
���
CN
FOR CONN @ TOP; SEE "TYP BRACE
+ +
cc
CONN TO DECK"
"MIN.
#4 CONT2
LL
L 1 1/2 x 1 1/2 x 16GA W/ (3) SCREWS
/
EDGE OF SLAB OR
1/2" DIA THREADED ROD W/
EA LEG, TYP
�/
DEPRESSED SLAB
STEEL WASHER @ 32" OC -
WHERE OCCURS. IF
EMBED IN EPDXY INTO (E)
PROVIDE (1) SCREW TO EA STUD
DEPRESSED OVER 2",
CONC SLAB (NO TEST LOAD)
FLANGE
BOLT TRACK AS AT CURB
WITHOUT CURB
WITH (E) CURB WITH CURB
STUD WALL, SEE PLAN
NOTES
1. TWO ANCHORS MIN FOR EA PIECE OF TRACK, LOCATED 6" FROM ENDS.
2. PROVIDE ADDITIONAL ANCHOR 6" FROM EA SIDE OF ANY SPLICES, HOLES OR NOTCHES IN TRACK
3. PROVIDE (1) SCREW FROM TRACK TO EA STUD FLANGE.
4. SCREW ANCHORS SHALL BE "SIMPSON" TITEN HD OR "HILTI" KH-EZ.
5. EPDXY SHALL BE "SIMPSON" SET-XP OR "HILTI" HY-200.
17
NUMBER OF JAMB STUDS EACH SIDE OF OPENING
MAX WALL HEIGHT, H
9-4'
16-4'
STUD DEPTH
3 5/8" or 4"
6"
3 5/8" or 4"
6"
JAMB GA
25
20
18
16
20
18
16
20
18
16
20
18
16
z
4'
2
1
1
1
2
1
1
3
2
1
2
1
1
J
vow
8'
2
2
1
1
2
1
1
4
3
2
3
2
1
o_
U
c)
12'
3
2
1
1
3
1
1
-
3
2
-
2
2
0
z
0
o�
4'
-
2
1
1
2
1
1
4
2
2
2
2
1
xQ
Zo
�
�w
wU)
8'
2
2
1
2
1
1
4
3
4
2
2
12'
3
2
1
3
2
1
4
3
2
CONTRACTOR OPTION IN LIEU OF
PLATES & SCREWS
1 1/2" x 18GA STRAP AT 24" OC FULL
HT EA SIDE OF JAMB STUDS W/ (1)
SCREW TO EA FLANGE
SINGLE TRACK SILL CONDITION
WHERE OCCURS
CUT FLANGES & BEND WEB TO F(
A 1 1/2" OVERLAP, ATTACH W/ (1)
SCREW PER EA 2" OF DEPTH, TYP
FOR TOP & BOT TRACK (AS AN
ALTERNATE, USE L1 1/2xl 1/2xl6 GA
W/ (3) SCREWS EA LEG)
ADDLSTUD
ADDL STUD WHERE
OCCURS
PROVIDE ADDL
FASTENER @ TOP &
BOT TRACK TO
STRUCTURE WITHIN NOTES:
6" OF JAMB 1. PROVIDE FASTENERS SPACED @ 12" OC WHERE SHOWN.
2. ALL MATERIAL IN HEADERS TO BE 20GA MIN, LINO.
TYP CFSF JAMBS SCA1 O 12 TYP CFSF HEADERS SCALE
1' 0"
OPENING
4' MAX
8' MAX
12' MAX
WIDTH, L
TYP
TYP
TYP STUD
TRACK
TRACK
o
TYP STUD
600S125:
TYP TRACK W/
TYP
TYP
~
2 1/2" FLANGE
TRACK
TRACK
HA1
HA2
HA3
TYP
TYP
TYP
o
z
Y
�z�
TRACK
60OS125-30
OR
TRACK
60OS125-54
TRACK
1000S162-54
J w
w ui
60OS125 33
TYP
TRACK
TYP
TRACK��
o 0
TYP
=
TRACK
HAC1
HAC2
HAC3
TRACK, CUT
WEB & LAP FLG
OVER EA JAMB
STUD
OPENING
WIDTH, L
4' MAX
8' MAX
12' MAX
TYP
TYP
TYP
STUD -�
TRACK
TRACK
TYP
TYP SILL
\�
TRACK
OR
18GA
TRACK I I
r SA1
SA2
r SA3
(1) SCREW AT EA
JAMB STUD ES
NOTES:
STITCH -WELD 1. PROVIDE FASTENERS SPACED @ 12" OC WHERE SHOWN.
STUD TO 2. ALL MATERIAL IN SILLS TO BE 20GA MIN, UNO.
1 /8 1-12 TRACKS, TYP
uj
IL
of
¢
zU)
z
CL
C�
Umr
)mr
Zto
t F
0 LL W
N
w >2
J F w
Q w
Lu L
rn O 2
o dm
O N
U p 2 d
2 CDF w
CC?
w x
�w
aw w z 0
~ cn O O
z O ¢�
z U w
~ cn w F
U
dO
}
°' U) z
c oa
co ¢O
m U)1
v on
m Z w
w
z �z
Q
w Q
Uz
w J
= J
F
U)
0
N
W
H Z
F__
p0
c
TYP CFSF STUD WALL
SCALE
4
z
Z
1"=10,.
5W
w-
m
W
>_ _
cn
� Q
0
GYP BOARD WHERE OCCURS
U
= Q
STEEL OR WOOD STUD WALL, SEE
PLANS
Q
CONCRETE CURBLu
Q
Z
X
uj
W
CONT L3/4X1 1/2X22 GA (LLV) GALV
SHEET METAL \
W
W IO
W
PAF @ 32" OC & 8" FROM ENDS --------------------
U.
O
1/2" CLR WHERE GYP BOARD
r
0
OCCURS (0" AT STUD WIDTHS 4" OR
M
LESS) v
co
8 TYP GYP BD. ATTACH. AT CURB 1 SCALE o 3
COLD -FORMED STEEL FRAMING
1. THE DESIGN, INSTALLATION AND CONSTRUCTION OF COLD -FORMED STEEL FRAMING SHALL BE IN
ACCORDANCE WITH THE FOLLOWING AISI NORTH AMERICAN STANDARDS:
S100 - SPECIFICATION FOR THE DESIGN OF STRUCTURAL MEMBERS
S200 - GENERAL PROVISIONS
S211 - WALL STUD DESIGN
S212 - HEADER DESIGN
2. ALL PRODUCTS SHALL BE MANUFACTURED BY A CURRENT MEMBER OF THE "STEEL STUD
MANUFACTURERS ASSOCIATION" (SSMA) OR "STEEL FRAMING INDUSTRY ASSOCIATION" (SFIA)
WITH DIMENSIONS, SECTION PROPERTIES AND MATERIALS IN COMPLIANCE WITH THE AISI D100
MANUAL
OF COLD -FORMED STEEL DESIGN.
3. PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT LIMITED TO, TRACKS, CLIPS, WEB STIFFENERS,
ANCHORS, FASTENING DEVICES, RESILIENT CLIPS, AND OTHER ACCESSORIES REQUIRED FOR A
COMPLETE AND PROPER INSTALLATION, AND AS RECOMMENDED BY THE MANUFACTURER FOR
THE STEEL MEMBERS USED.
4. STEEL MEMBERS AND COMPONENTS SHALL BE GALVANIZED ZINC -COATED PER ASTM A653 WITH
G40 COATING WEIGHTS LINO
W
Y
a
2E
w
O
IL
0
a
o
LLl
U)
>
w
5.
STEEL MEMBERS 20 GA (0.030" THICKNESS) OR LIGHTER SHALL BE MANUFACTURED PER
A1003 NON-STRUCTURAL GRADE 33 (NS33), 20 GA (0.033" THICKNESS) AND 18 GA PER A1003
STRUCTURAL GRADE 33, TYPE H (ST33H) AND 16 GA OR HEAVIER PER A1003 STRUCTURAL
GRADE 50, TYPE H (ST50H).
6.
THE MINIMUM UNCOATED STEEL THICKNESS AS DELIVERED TO THE JOBSITE SHALL BE: 25 GA =
0.018", 22 GA = 0.027", 20 GA = 0.030", 18 GA = 0.043", 16 GA = 0.054". 14 GA = 0.068", 12 GA = 0.097".
7.
STUDS/JOISTS SHALL HAVE WEB PUNCH -OUTS AT 24" OC AT MID -DEPTH. PUNCH -OUTS SHALL
Z
NOT
EXCEED 1 1/2" IN WIDTH, AND 4" IN LENGTH. NO OTHER OPENINGS IN STUDS/JOISTS ARE
PERMITTED UNLESS SPECIFICALLY DETAILED.
8.
TRACK SHALL MATCH STUD/JOIST DEPTH & GAGE, AND FLANGE WIDTH SHALL BE 1 1/4", TYP, UNO.
(%�
2
ALL TRACKS TO BE UNPUNCHED WITH SOLID WEBS.
(n
cc
7
9.
FASTENING OF FRAMING COMPONENTS SHALL BE WITH SELF -DRILLING SELF -TAPPING SCREWS
w
U.
OR WELDING. WHERE DETAILS CALL FOR SCREWS, THE MINIMUM SIZES SHALL BE AS
FOLLOWS:
#6 FOR 22 GA OR LIGHTER MATERIAL, #8 FOR 20 GA MATERIAL, #10 FOR 18 & 16 GA MATERIAL,
Q
& #12 FOR 14 GA OR HEAVIER MATERIAL, TYP UNO. SCREW SIZE IS DETERMINED BY THE GA
W
OF THE THICKEST PART BEING JOINED UNO. INSTALL SCREWS WITH THE HEAD IN CONTACT WITH
0
THE THINNEST PART BEING JOINED UNO. AS AN ALTERNATE, STEEL MEMBERS 18 GA OR
HEAVIER
MAY BE WELDED WITH A 1/2" LONG WELD (FILLET OR FLARE GROOVE) INSTEAD OF EACH SCREW,
0
TYP LINO.
10.
SCREW SPACING SHALL NOT BE LESS THAN 3 TIMES THE NOMINAL SCREW DIAMETER. SCREWU.
EDGE DISTANCE SHALL NOT BE LESS THAN 1.5 TIMES THE NOMINAL SCREW DIAMETER.
PENETRATION OF SCREWS THROUGH JOINED MATERIALS SHALL NOT BE LESS THAN 3 EXPOSED
Q
THREADS. SCREW HEADS SHALL BE LOW -PROFILE TYPE.
W
J
11.
SCREWS SHALL CONFORM WITH ASTM C1513 AND HAVE A CORROSION -RESISTANT COATING.
J
0
12.
BOLTS SHALL BE INSTALLED IN STANDARD SIZE HOLES, LINO. STANDARD SIZE HOLES SHALL BE
BOLT
U
U
DIA + 1/32" FOR BOLTS SMALLER THAN 1/2" DIA, AND BOLT DIA + 1/16" AT 1/2" DIA AND LARGER
BOLTS.
13.
WELDING SHALL CONFORM WITH AWS D1.3. WELDING TO STRUCTURAL STEEL SHALL ALSO
U)
CONFORM WITH AWS D1.1. THE ELECTRODES USED FOR WELDING SHALL HAVE A MINIMUM YIELD
O
J
STRENGTH OF 60 KSI. WELDS OF GALVANIZED STEEL SHALL BE COATED WITH A ZINC -RICH PAINT.
14.
FASTENING OF SHEATHING SHALL BE WITH SELF -DRILLING SELF -TAPPING SCREWS @ 12" OC MAX
AT ALL BEARINGS. #6 MIN FOR GYPSUM BOARD & #8 MIN FOR STRUCTURAL PANELS. SCREW
W
HEADS SHALL BE COUNTER SUNK FLAT -PROFILE TYPE.
15.
FRAME INDIVIDUAL MEMBERS AND EACH ELEMENT OF BUILT-UP MEMBERS, CONTINUOUS ONE
W
PIECE BETWEEN SUPPORTS. SPLICE ONLY WHERE SPECIFICALLY NOTED.
zQ
16.
PAF FASTENERS SHALL BE "HILTI" X-U (ICC ESR 2269), TYP LINO. INSTALLATION OF FASTENER
SHALL BE IN ACCORDANCE WITH THE EVALUATION AGENCY REPORT. LINO, INSTALL FASTENERS
WITH SUFFICIENT EDGE DISTANCE AND SPACING TO ACHIEVE FULL CAPACITY.
DATE: xxxx
17.
PAF FASTENERS TO CONCRETE SHALL HAVE 1" MIN EMBEDMENT INTO CONCRETE, TYP UNO.
JOB NO.: SEA-21-011
18.
PAF FASTENERS TO STRUCTURAL STEEL SHALL HAVE MIN EMBEDMENT TO STEEL PER
MANUFACTURER, TYP LINO.
A10.3
SCALE
TYP CFSF WALL CONN AT BASE 1"=1'-0' 21
(1) SCREW AT EA JAMB STUD ES \V BUILT-UP SILL
TYP CLG. HT. CFSF BRACING SCALE 16 TYP CFSF SILL CONN TO JAMBS SCALE 11
SCALE
TYP CFSF SILLS