AMENDMENT_0004_-_DRAWING_DOCUMENT_--_AJ_CPF_Amendment_0004_Drawings.pdf
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Solicitation Amendment 0004 - Drawings
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34.17
IL=
.75
FL=
.71
FL=
.70
FL=
.70
FL=
.71
FL= 36.585
FL= 36.255
FL=
.05
TOP LVL=56.555
TOP LVL=51.845
TOP LVL=49.315
35.82
TOP LVL=41.995
TOP LVL=42.565
TOP LVL=41.845
TOP LVL=42.395
TOP LVL=44.855
TOP LVL=39.515
TOP LVL=39.595
TOP LVL=44.645
TOP LVL=44.985
TOP LVL=44.925
TOP LVL=40.795
TOP LVL=39.205
TO
P
LV
L= .66
TOP LVL=39.605
MHS
MH
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36.
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36.00
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36.00
34.17
IL=
.75
FL=
.71
FL=
.70
FL=
.70
FL=
.71
FL= 36.585
FL= 36.255
FL=
.05
35.82
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A/1
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A/1
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A/1
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A/1
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A/1
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A/1
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A/1
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A/1
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A/1 17B
A/1
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B 88A /88
B 89A /89
B 90A /90
B 91A /91
B 92A /92
B 93A /93
B 94A /94
B 95A /95
B 96A /96
B 97A /97
B 98A /98
B 99A /99
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B 71A /71
B 72A /72
B 73A /73
B 74A /74
B 75A /75
B 76A /76
B 77A /77
B 78A /78
B 79A /79
B 80A /80
B 81A /81
B 82A /82
B 83A /83
B 84A /84
B 85A /85
B
53A /53
B 54A /54
B 55A /55
B 56A /56
B 57A /57
B 58A /58
B 59A /59
B 60A /60
B 61A /61
B 62A /62
B 63A /63
B 64A /64
B 65A /65
B 66A /66
B 67A /67
B 68A /68
B
36A /36
B 37A /37
B 38A /38
B 39A /39
B 40A /40
B 41A /41
B 42A /42
B 43A /43
B 44A /44
B 45A /45
B 46A /46
B 47A /47
B 48A /48
B 49A /49
B 50A /50
B 51A /51
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B 20A /20
B 21A /21
B 22A /22
B 23A /23
B 24A /24
B 25A /25
B 26A /26
B 27A /27
B 28A /28
B 29A /29
B 30A /30
B 31A /31
B 32A /32
B 33A /33
B 34A /34
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4A/4B 5A/5B
6A/6B 7A/7B
8A/8B 9A/9B
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B 12A /12
B 13A /13
B 14A /14
B 15A /15
B 16A /16
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13A /13
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14A /14
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15A /15
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16A /16
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B 18A /18
B 20A /20
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A/2
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A/2
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A/2 65B
A/2
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A/2 67B
A/2
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A/2
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A/2
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A/2
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A/2
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A/2
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A/2 44B
A/2
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A/2
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A/2
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A/2
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A/1
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A/1
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A/1
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A/1
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A/1
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A/1
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A/1
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A/1
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\\denpwp01\pwicsworking\622709\192571_1\KU-369882-G-001GN.dwg
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US Army Corps of Engineers ®
SOLICITATION NO.: W912ER19R0021
CONTRACT NO.: W912ER-14-D-0003
ISSUE DATE: JUNE 2019
VOLUME: 1
AMENDMENT 0004
P2# - KU-369882
CARE AND PRESERVATION FACILITY
CAMP ARIFJAN, KUWAIT
PROJECT LOCATION
MIDDLE EAST DISTRICT
LOCATION PLAN
NTS
VICINITY PLAN
NTS
PLAN NORTH
PLAN NORTH
LOCATION
PROJECT
\\denpwp01\pwicsworking\622998\192571_6\KU-369882-G-011GN04.dwg
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\\denpwp01\pwicsworking\622998\192571_2\KU-369882-G-012GN04.dwg
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DENPWP01$ 8/26/2019 MicroStation
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DIMENSIONS SHOWN ARE IN MILLIMETERS.
UNLESS OTHERWISE NOTED, LINEAR
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CONCRETE PAVEMENT
NTS
NTS
CONCRETE SIDEWALK
19 mm
NOTES:
6 mm m m
14 mm m m m m
S E
E N
O T
E
10.
9.
8.
7.
TYPICAL SECTION
NOTES:
B.
A.
10 7
DRIVEWAY SHALL BE 150 mm MINIMUM.
100 mm MINIMUM, THICKNESS IN
SIDEWALKS SHALL BE NOMINAL
CONCRETE DEPTH FOR STANDARD
CONTRACTION JOINT AT THE MIDPOINT.
SHALL HAVE A LONGITUDINAL
SIDEWALKS 2.5 m AND WIDER
COLD JOINT
TOOLED
STRUCTURE)
(WHERE AGAINST
13 mm PJF
SEE NOTE B
OR AS SHOWN
SLOPE 1:50
TYP
150 mm
MIN
300 mm
M
IN
m m
M
IN
m m
6.
5.
4.
3.
2.
1.
m m m m
5.
4.
3.
2.
1.
CONTRACTION JOINT
EXPANSION JOINT
NTS
NTS
m m m m
406 mm L x 32 mm D
DOWELS TO BE
TO BE 305 mm MAX.
CONSTRUCTION JOINTS
OWEL SPACING ATD
D
.5
D
6.
5.
4.
3.
2.
1.4
NTS
CONCRETE PAVING THICKENED
EDGE ISOLATION JOINT NTS
(M
IN
D
P L
A N
S E
E J
O
IN
T
.2
D
NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
ASPHALT SURFACING
d
PCC CONCRETE SURFACING
SURFACE RESTORATION
GRAVEL SURFACING
4 5
EXISTING CONCRETE CONNECTION
CONCRETE TO
5.
4.
3.
2.
1.
8.
7.
6.
5.
4.
3.
2.
1.
ASPHALT TRANSITION
CONCRETE TO
TYPES AND LOCATIONS.
CONCRETE TO MATCH EXISTING JOINT
CONSTRUCT JOINTS ACROSS NEW
.051 m
.229 m m m
A6
E1 E3
C1
A1
E6 E8
C3 C6 C8
PCC CONCRETE, SEE NOTE B
EXISTING CONCRETE
BASE COURSE
LEVELING COURSE
PRIME COAT, IF SPECIFIED
EXISTING ASPHALT CONCRETE
SPECIFIED
SEAL AND COVER COAT, IF
CONC PAVEMENT SECTION
ZONE
TRENCH BACKFILL ABOVE PIPE
CLSF
COMPACTED BASE COURSE OR
JACKHAMMERED EDGE, TYP (2d/3)
SAWCUT, TYP (d/3)
ZONE
TRENCH BACKFILL ABOVE PIPE
AC PAVEMENT SECTION
SAW CUT JUST PRIOR TO PAVING
AC PAVEMENT
CUT PRIOR TO TRENCHING
CONCRETE TO THE JOINT OR EDGE.
EDGE OF CONCRETE, REPLACE ENTIRE
WITHIN 600 mm OF AN EXISTING JOINT OR
IF LOCATION OF TRENCH SAW CUT IS
300 mm MIN.
300 mm MIN.
AS SPECIFIED
PREPARED SUBGRADE
BASE COURSE
NOT USED
PAVEMENT
CONCRETE
SEE NOTE A AND B
CONCRETE JOINT,
1:2 MAX SLOPE
ON PLANS
WIDTH AS NOTED
SPECIFIED
SUBGRADE AS
PREPARED
BASE COURSE
1:1, TYP
ON GRADING PLANS
SLOPE AS SHOWN
FINISH GRADE,
6.
5.
4.
3.
2.
1.
D.
C.
A.
.5
D
5.
4.
3.
2.
1.
BASE COURSE
AS SPECIFIED
PREPARED SUBGRADE
PAVEMENT
EXISTING ASPHALT
EXISTING PAVEMENT
TACK COAT EDGE OF
DETAIL C1, THIS SHEET
EDGE AS SHOWN IN
PROVIDE THICKENED
CONCRETE PAVEMENT
SHOWN ON PLAN
EDGE OF CONCRETE AS
PAVEMENT
SAWCUT ASPHALT
m m
SHOWN ON DRAWINGS.
SUBGRADE IN NON-TRAFFIC AND LANDSCAPED AREAS
A. INSTALL SURFACING COURSE ONLY ON PREPARED
NOTE:
PROVIDE PORTLAND CEMENT CONCRETE PAVEMENT TYPE AS SPECIFIED.
C1, THIS SHEET
PROVIDE A THICKENED EDGE AROUND PERIMETER OF SLAB, SEE DETAIL
INSTALL PREMOLDED JOINT FILLER AS SHOWN IN DETAIL A3, THIS SHEET
FOR JOINT LAYOUT PLAN
TYP. CONCRETE JOINT SPACING: 4.5 m x 4.5 m MAX. SEE CS100-CS106
T /2
T
CONTRACTION JOINT
CONSTRUCTION JOINT
3 2 6
2 6
EXPANSION JOINT
3/4"
MIN
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ODD SHAPED
SLAB REINFORCEMENT (R)
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T
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1 2
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NTS
1524mm TYP
SECTION 31 00 00
SPECIFIED IN
SUBGRADE AS
PREPARED
SECTION 31 05 19
SPECIFIED IN
GEOTEXTILE AS
SECTION 32 15 00
SPECIFIED IN
BASE COURSEAS
32 15 00
SEE SPEC SECTION
SURFACING COURSE,
FINISH GRADE
OIL ONE END OF DOWEL
BE USED, PAINT AND
SPLIT-TYPE DOWEL MAY
ONE PIECE OR THREADED
DOWEL TO BE EITHER
DOWEL
CENTERLINE OF
JOINT SEALANT
SAW CUT FOR
CONTRACTION JOINT
PAVEMENT
250 mm CONCRETE
DETAIL A3 THIS SHEET
JOINT SEALANT, SEE
BARS
REINFORCING DOWEL
CLEARANCE BETWEEN
PROVIDE 25mm 5.
EDGE OF SLAB
76mm CLEARANCE TO 4.
ALIGNMENT
ALIGNMENT WITH DOWEL
ALTERNATE REINFORCING 3.
CENTERED IN SLAB
#4@ 304mm EW
SLAB REINFORCEMENT, 2.
SHOWN OTHERWISE.
JOINT (DCJ), UNLESS
DOWELED CONTRACTION 1.
1.52 m MIN.
T Y
P m m
BUTT JOINT2.
THIS SHEET
SEE DETAIL A3, 1.
THIS SHEET
SEE DETAIL A3
JOINT FILLER,
PREFORMED
BUILDING
GUTTER OR
CONCRETE
SPECIFIED
SUBGRADE AS
COMPACTED
BASE COURSE
AGGREGATE
CONC. PAVING
JOINT (LCJ)
CONSTRUCTION
JOINT (DCJ)
DOWELED CONTRACTION
CONCRETE EXPANSION (EJ)/
CONTRACTION JOINT (CJ)
5.
4.
3.
2.
1.
PAVEMENT
EXISTING CONCRETE
HALF OF DOWEL
BARS LUBRICATE THIS
SMOOTH STEEL DOWEL
32 mm DIA x 460 mm
DOWEL INSERTION.
BACK OF HOLE BEFORE
NON-SHRINK GROUT AT
AIR AND PLACE
WITH COMPRESSED
CENTERS. CLEAN HOLES
DOWELS AT 300mm
GANG-DRILL HOLES FOR
BUTT JOINT
DETAIL A3 THIS SHEET
JOINT SEALER, SEE
TYP
300-600mm
DETAIL C1 THIS SHEET
THICKENED EDGE, SEE
CONTRACTION JOINT
SAW CUT
MATERIAL
PREFORMED JOINT
EXPANSION JOINT W/
PAVEMENT
250 mm CONCRETE
DETAIL A3 THIS SHEET
JOINT SEALANT, SEE
6 mm BELOW SURFACE
MATERIAL.
PREFORMED JOINT
BUTT JOINT.
CRACK.
INITIAL SAWCUT.
JOINT BOTTOM.
SEPARATING TAPE.
SEALER, AS SPECIFIED.
PREMOLDED JOINT
PAVEMENT SURFACE.
TOP OF PAVEMENT.
3mm TO 6mm BELOW
THICKNESS.
SAWCUT = 1/4 SLAB
DEPTH OF INITIAL
RESERVOIR.
WIDTH OF SEALANT
1.0 TO 1.5 TIMES THE
DEPTH OF SEALANT =
MIN., 16mm MAX.
RESERVOIR = 12mm
WIDTH OF SEALANT
12.
11.
10.
9.
8.
7.
6.
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2.4
A REFER TO DRAWINGS G-021 AND G-031 FOR STANDARD
ABBREVIATIONS, LEGENDS AND SYMBOLOGY.
B REFER TO DRAWINGS A-100, A-101, AND A-102 LIFE
SAFETY PLAN FOR FIRE RESISTANT RATINGS AND
LEGENDS.
C REFER TO DOOR SCHEDULES FOR DOOR FIRE RESISTANT
RATING REQUIREMENTS.
D ALL KEYNOTES ARE NOT USED ON ALL SHEETS.
E DASHED LINES INDICATE EQUIPMENT ABOVE.
D1 A-201
A1 A-201
D1 A-202
A1 A-202
D1 A-203
A1 A-203
D1 A-204 A1
A-204
A1 A-207
D1 A-207
A1 A-206
D1 A-206
A1 A-205
D1 A-205
PARTITION LEGEND
1-HOUR FIRE RATING (PLAN
AND SECTION)
1-HOUR FIRE RATING
(DETAILS)
PARTITION WITH BATTS
(INSULATION OR SOUND)
PARTITION WITHOUT BATTS
CONCRETE BLOCK
PARTITION WITH ABUSE
RESISTANT GYPSUM BOARD
2-HOUR FIRE RATING (PLAN
AND SECTION)
BID OPTION LEGEND
BID OPTION #1
BID OPTION #2
BID OPTION #3
BID OPTION #4
BID OPTION #5
1.3
BID OPTION NUMBER
BID OPTION NOTE
(SUCCESSIVE)
BID OPTION KEYNOTE
GREY FILL INDICATES AREA OF BID OPTION
GRAPHIC SCALE
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M A
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UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
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C:\_Revit_Local_Models\2017\KU-369882A-AR17_CH-JEG_vicky.garske@jacobs.com.rvt
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KEYNOTES
7 DOWNSPOUT
10 50MM VERTICAL EXPANSION JOINT.
19 COMPRESSED AIR AND ELECTRIC BOOM (TYP) - REFER TO MECHANICAL &
ELECTRICAL DRAWINGS.
20 WASH FOUNTAIN SINK - REFER TO PLUMBING DRAWINGS
21 EYEWASH/ SAFETY SHOWER - REFER TO PLUMBING DRAWINGS.
43 STEEL LADDER WITH FALL PROTECTION ANCHOR SYSTEM.
46 WATER HEATER - REFER TO PLUMBING DRAWINGS.
47 LINE OF CHASE ABOVE (ABOVE CEILING)
48 SWITCHGEAR - REFER TO ELECTRICAL DRAWINGS.
49 ELECTRICAL PANEL - REFER TO ELECTRICAL DRAWINGS.
51 DIAGONAL STEEL BRACING ABOVE - REFER TO STRUCTURAL DRAWINGS.
52 BIN STORAGE RACKS (BY OTHERS - NIC).
53 PALLET STORAGE RACKING (BY OTHERS - NIC).
54 COMPRESSED AIR HOOKUP - REFER TO PLUMBING DRAWINGS.
61 WATER-REPELLENT SPLIT FACE BLOCK AND MORTAR
63 PROVIDE METAL STUD FRAME FOR FUTURE WINDOW TO BE INSTALLED
97 HOIST SHALL BE SIZED TO SPIN A 16 FOOT LONG CYLINDER END-TO-END
FOR BID OPTION KEYNOTES REFER TO BID OPTION LEGEND ON
APPLICABLE DRAWINGS AND BID OPTION NOTES ON DRAWING A-003
08/26/2019
A1 A-302
A4 A-311
A7 A-311
A3 A-312
A-512 F1
A-512 F1
OPP HAND SIMA-512
F1
TYP
GATED DRUM
STORAGE AREA
WITH GATE
LINE OF SUNSHADE
ABOVE
LINE OF CANOPY
ABOVE
19 20
J
D
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G
C
A
B
F
CORROSION
CONTROL
CENTER
CHANGING
LOCKER
ROOM
AIRLOCK
E
M
A
TC
H L
IN
E
S E
E A
-1
A1
M
H
1400-B 45
200 2000 6000
DUST
COLLECTOR
1400-E
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OPP HAND SIM
OPP HAND SIM
TYP
GATED DRUM
STORAGE AREA
WITH GATE
1400-D
1400-F
TOILET
1404A
PAINT
BOOTH
1406-B 1406-E 1406-F
1406-D1406-C
1406-A
PAINT
MIXING
ROOM
LINE OF SUNSHADE
ABOVE
LINE OF CANOPY
ABOVE54
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1400-G
1400-A 1400-H
EQ EQ
-C
990 4116 990
1405-A
1405-C 1405-D
1405-F1405-E
1405-B
EQ EQ
EQ
EQ
19 20
J
D
L
G
C
A
B
F
CORROSION
CONTROL
CENTER
CHANGING
LOCKER
ROOM
AIRLOCK
E
M
A
TC
H L
IN
E
S E
E A
-1
A1
M
H
1400-B 45
200 2000 6000
DUST
COLLECTOR
1400-E
2L6F
OPP HAND SIM
OPP HAND SIM
TYP
GATED DRUM
STORAGE AREA
WITH GATE
1400-D
1400-F
TOILET
1404A
PAINT
BOOTH
1406-B 1406-E 1406-F
1406-D1406-C
1406-A
PAINT
MIXING
ROOM
LINE OF SUNSHADE
ABOVE
LINE OF CANOPY
ABOVE54
-G
1400-G
1400-A 1400-H
EQ EQ
-C
990 4116 990
1405-A
1405-C 1405-D
1405-F1405-E
1405-B
EQ EQ
EQ
EQ
A REFER TO DRAWINGS G-021 AND G-031 FOR STANDARD
ABBREVIATIONS, LEGENDS AND SYMBOLOGY.
B REFER TO DRAWINGS A-100, A-101, AND A-102 LIFE
SAFETY PLAN FOR FIRE RESISTANT RATINGS AND
LEGENDS.
C REFER TO DOOR SCHEDULES FOR DOOR FIRE RESISTANT
RATING REQUIREMENTS.
D ALL KEYNOTES ARE NOT USED ON ALL SHEETS.
E DASHED LINES INDICATE EQUIPMENT ABOVE.
D1 A-201
A1 A-201
D1 A-202
A1 A-202
D1 A-203
A1 A-203
D1 A-204 A1
A-204
A1 A-207
D1 A-207
A1 A-206
D1 A-206
A1 A-205
D1 A-205
PARTITION LEGEND
1-HOUR FIRE RATING (PLAN
AND SECTION)
1-HOUR FIRE RATING
(DETAILS)
PARTITION WITH BATTS
(INSULATION OR SOUND)
PARTITION WITHOUT BATTS
CONCRETE BLOCK
PARTITION WITH ABUSE
RESISTANT GYPSUM BOARD
2-HOUR FIRE RATING (PLAN
AND SECTION)
GRAPHIC SCALE
PLAN NORTH
1:100
10m2m 8m6m4m0m
DIM. NOTE & NORTH
KEY PLAN
1 21
M
A
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A B C D FE
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SHEET ID
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2 3 4 5 6 7 8 9 10
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File Path:
Plot Date:
M A
R K
D
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C R
IP
TI
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UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
P
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A-116
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KEYNOTES
FOR BID OPTION KEYNOTES REFER TO BID OPTION LEGEND ON
APPLICABLE DRAWINGS AND BID OPTION NOTES ON DRAWING A-003
1 : 100
GROUND FLOOR PLAN - BASE BID AREA F
20 WASH FOUNTAIN SINK - REFER TO PLUMBING DRAWINGS
49 ELECTRICAL PANEL - REFER TO ELECTRICAL DRAWINGS.
98 FOOTPRINT OF PAINT SPRAY BOOTH MAKEUP AIR UNIT SIZE VARIES BY
MANUFACTURER
19 20 21
J
D
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C
A
B
F
CORROSION
CONTROL
CENTER
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LOCKER
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AIRLOCK
2550 18200
A1 A-302
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M A
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IN
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A -1
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A1
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HA4
A-311
A3 A-312
A1 A-312
A-401 A6
1400-B
1400-A
2000 6000
2001475 525 6000
DUST
COLLECTOR
1400-E
2L6F
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A-512 F1
OPP HAND SIM
A-512 F1
OPP HAND SIMA-512
F1OPP
HAND
SIM
A-512 F8
A-512 C1
A-513 A5
A-509 A5
TYP
A1 A-304
990 4116 990
GATED DRUM
STORAGE AREA
WITH GATE
1400-D
1400-F
BLAST
BOOTH
TOILET
1404A
SHOWER
1404B
WELD SHOP
PAINT
BOOTH
1406-B 1406-E 1406-F
1406-D1406-C
1406-A
1405-A
1405-C 1405-D
1405-F1405-E
1405-B
PAINT
MIXING
ROOM
LINE OF SUNSHADE
ABOVE
LINE OF CANOPY
ABOVE
A-210 D1
A-209 C1
TYP
1400-G
1400-H
EQ EQ
-C
EQ
EQ
A REFER TO DRAWINGS G-021 AND G-031 FOR STANDARD
ABBREVIATIONS, LEGENDS AND SYMBOLOGY.
B REFER TO DRAWINGS A-100, A-101, AND A-102 LIFE
SAFETY PLAN FOR FIRE RESISTANT RATINGS AND
LEGENDS.
C REFER TO DOOR SCHEDULES FOR DOOR FIRE RESISTANT
RATING REQUIREMENTS.
D ALL KEYNOTES ARE NOT USED ON ALL SHEETS.
E DASHED LINES INDICATE EQUIPMENT ABOVE.
D1 A-201
A1 A-201
D1 A-202
A1 A-202
D1 A-203
A1 A-203
D1 A-204 A1
A-204
A1 A-207
D1 A-207
A1 A-206
D1 A-206
A1 A-205
D1 A-205
PARTITION LEGEND
1-HOUR FIRE RATING (PLAN
AND SECTION)
1-HOUR FIRE RATING
(DETAILS)
PARTITION WITH BATTS
(INSULATION OR SOUND)
PARTITION WITHOUT BATTS
CONCRETE BLOCK
PARTITION WITH ABUSE
RESISTANT GYPSUM BOARD
2-HOUR FIRE RATING (PLAN
AND SECTION)
BID OPTION LEGEND
BID OPTION #1
BID OPTION #2
BID OPTION #3
BID OPTION #4
BID OPTION #5
1.3
BID OPTION NUMBER
BID OPTION NOTE
(SUCCESSIVE)
BID OPTION KEYNOTE
GREY FILL INDICATES AREA OF BID OPTION
GRAPHIC SCALE
PLAN NORTH
1:100
10m2m 8m6m4m0m
DIM. NOTE & NORTH
KEY PLAN
1 21
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File Path:
Plot Date:
M A
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UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
P
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:1
P
M
A-116_A
T.
M
IO
N
T.
P
EN
N
A
J.
B
AU
D
R Y
JU
N
E
A
M . P
R
AT
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KU
-3
2A -A
-1
_A
PN
AR
C
H
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TU
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AL
G R
O U
N D
FL
O
O R
PL
AN
AR
EA
F
RTA
1 : 100
GROUND FLOOR PLAN - AREA F
A1
0%
FI
N A
L D
ES
IG
N
SU
BM
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/2
1/
AM
E N D
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T #4
/2
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KEYNOTES
4 METAL PANEL CLAD CANOPIES BY PEMB VENDOR GALVANIZED AND PAINTED
7 DOWNSPOUT
14 CONCRETE SPLASHBLOCK.
19 COMPRESSED AIR AND ELECTRIC BOOM (TYP) - REFER TO MECHANICAL &
ELECTRICAL DRAWINGS.
20 WASH FOUNTAIN SINK - REFER TO PLUMBING DRAWINGS
42 FIRE EXTINGUISHER
49 ELECTRICAL PANEL - REFER TO ELECTRICAL DRAWINGS.
98 FOOTPRINT OF PAINT SPRAY BOOTH MAKEUP AIR UNIT SIZE VARIES BY
MANUFACTURER
FOR BID OPTION KEYNOTES REFER TO BID OPTION LEGEND ON
APPLICABLE DRAWINGS AND BID OPTION NOTES ON DRAWING A-003
A REFER TO DRAWINGS G-021 AND G-031 FOR STANDARD
ABBREVIATIONS, LEGENDS AND SYMBOLOGY.
B REFER TO DRAWINGS A-100, A-101, AND A-102 LIFE
SAFETY PLAN FOR FIRE RESISTANT RATINGS AND
LEGENDS.
C REFER TO DOOR SCHEDULES FOR DOOR FIRE RESISTANT
RATING REQUIREMENTS.
D ALL KEYNOTES ARE NOT USED ON ALL SHEETS.
E DASHED LINES INDICATE EQUIPMENT ABOVE.
D1 A-201
A1 A-201
D1 A-202
A1 A-202
D1 A-203
A1 A-203
D1 A-204 A1
A-204
A1 A-207
D1 A-207
A1 A-206
D1 A-206
A1 A-205
D1 A-205
18 19 20
J
D
L
C
16 17
B
F
A1 A-302
M
A4 A-311
A7 A-311
SERVICE
BAYS
M
A
TC
H L
IN
E
S E
E A
-1
A1
M
A
TC
H L
IN
E
S E
E A
-1
A1
11000 11000 11000 2550
10305
2K
8F1H
8F1H
1.0
2K
PARTITION LEGEND
1-HOUR FIRE RATING (PLAN
AND SECTION)
1-HOUR FIRE RATING
(DETAILS)
PARTITION WITH BATTS
(INSULATION OR SOUND)
PARTITION WITHOUT BATTS
CONCRETE BLOCK
PARTITION WITH ABUSE
RESISTANT GYPSUM BOARD
2-HOUR FIRE RATING (PLAN
AND SECTION)
BID OPTION LEGEND
BID OPTION #1
BID OPTION #2
BID OPTION #3
BID OPTION #4
BID OPTION #5
1.3
BID OPTION NUMBER
BID OPTION NOTE
(SUCCESSIVE)
BID OPTION KEYNOTE
GREY FILL INDICATES AREA OF BID OPTION
GRAPHIC SCALE
PLAN NORTH
1:100
10m2m 8m6m4m0m
DIM. NOTE & NORTH
KEY PLAN
1 21
M
A
C
A B C D FE
L
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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PS
O F
EN
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IN
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D R
A W
N B
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D E
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D B
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2 3 4 5 6 7 8 9 10
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File Path:
Plot Date:
M A
R K
D
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C R
IP
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O N
P
LO
T D
A
TE
FI
LE
N A
M E
UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN METERS.
D U
LL
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C O
R N
ER
P
AR
K
S U
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H
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N D
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A-135
T.
M
IO
N
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EN
N
A
J.
B
AU
D
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N
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A
M . P
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KU
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-1
PN
AR
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L
FL
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PL
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1 : 100
INTERSTITIAL FLOOR PLAN - AREA E
A1
0%
FI
N A
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IG
N
SU
BM
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KEYNOTES
18 EXHAUST EXTRACTION SYSTEM WITH HOSE COIL (TYP) - REFER TO
MECHANICAL DRAWINGS.
19 COMPRESSED AIR AND ELECTRIC BOOM (TYP) - REFER TO MECHANICAL &
ELECTRICAL DRAWINGS.
25 FIRE RATED ROOF HATCH
60 20MM CONCRETE SUBFLOOR PLANKS ATTACHED TO STEEL DECK - 1 HOUR
FIRE RATING
62 PORTAL FRAME - REFER TO STRUCTURAL DRAWINGS.
96 CONCRETE BLOCK AT PERIMETER OF ROOF REFER TO STRUCTURAL
DRAWINGS
FOR BID OPTION KEYNOTES REFER TO BID OPTION LEGEND ON
APPLICABLE DRAWINGS AND BID OPTION NOTES ON DRAWING A-003
1 2 3 4 5 6 7 9 10 128 11 14 18 19 20
J
D
L
K
G
C
A
13 15 16 17
B
F
10950 11000 11000 11000 11000 11000
9700 7000 7000 9700
11000 11000 11000 11000 11000 2550 18200
E
M
H
SLOPE 96
60 11
40 10
00 60
SLOPE
SL
OP
E
SL
OP
E
SLOPE SLOPE
SL
OP
E
SL
OP
E
SL
OP
E
SL
OP
E
TY
P
0 TY
P
1 2 3 4 5 6 7 9 10 128 11 14 18 19 20
J
D
L
K
G
C
A
13 15 16 17
B
F
10950 11000 11000 11000 11000 11000
9700 7000 7000 9700
11000 11000 11000 11000 11000 2550 18200
E
M
H
SLOPE 96
60 11
40 10
00 60
SLOPE
SL
OP
E
SL
OP
E
SLOPE SLOPE
SL
OP
E
SL
OP
E
SL
OP
E
SL
OP
E
TY
P
0 TY
P
TYP
TYP
TYP
TYP
TYP
TYP
A REFER TO DRAWINGS G-021 AND G-031 FOR STANDARD
ABBREVIATIONS, LEGENDS AND SYMBOLOGY.
MECHANICAL, ELECTRICAL, PLUMBING, AND
STRUCTURAL ITEMS SHOWN ARE FOR INFORMATION
ONLY. REFER TO DRAWINGS OF OTHER TRADES FOR
THIS RELATED WORK.
ROOF SLOPE EQUALS.
B
C
D1 A-201
A1 A-201
D1 A-202
A1 A-202
D1 A-203
A1 A-203
D1 A-204 A1
A-204
A1 A-207
D1 A-207
A1 A-206
D1 A-206
A1 A-205
D1 A-205
METAL
75 mm ATTACHMENT
FLANGE
3LB RIGID 37.5mm THICK
FIBERGLASS INSULATION
INTEGRAL
SEALANT BY
ALL WELDED
MECHANICAL EQUIPMENT
GRAPHIC SCALE
PLAN NORTH
DIM. NOTE & NORTH
KEY PLAN
1 21
M
A
C
A B C D F
1:400
40m8m 32m24m16m0m
E L
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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PS
O F
EN
G
IN
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R S
D R
A W
N B
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D E
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D B
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S U
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D B
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S
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C H
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D B
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A N
S I D
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D A
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C O
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A
TI
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N N
O
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2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E
File Path:
Plot Date:
M A
R K
D
ES
C R
IP
TI
O N
UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
P
LO
T D
A
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N A
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A-140
T.
M
IO
N
T.
P
EN
N
A
J.
B
AU
D
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JU
N
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A
M . P
R
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KU
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2A -A
-1
PN
AR
C
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R O
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PL
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FI
N A
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TA
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KEYNOTES
FOR BID OPTION KEYNOTES REFER TO BID OPTION LEGEND ON
APPLICABLE DRAWINGS AND BID OPTION NOTES ON DRAWING A-003
1 : 400
ROOF PLAN - BASE BID
6 GUTTER
9 102MM INSULATED METAL ROOF BY PEMB VENDOR
27 ROOF EXPANSION JOINT
37 ROOF FALL PROTECTION ANCHOR POINT
TYPICAL - VENTILATOR CURB
4 4 4 4
7 9 108
F
E
TOOL
STORAGE
WOMENS
LOCKER
1607A
JANITORS
CLOSET
MEN
1608A
MENS
LOCKER
1608B
WOMEN
1607B
6D1H
7D1H
6D1H
7D1H
11D1H
6D1H
1101-A
5D1H E 7D1H E
5D1H E
5D1H
5D2 C
C
CE
8E1A E
7D1H E
C
5D1H E
7D2H C
5D2G C
5D2G5D2G C
7D17D2G C
7D1H
7D1H
7D1H
C
C
C
C
6D4H
5D2G C
5D1H
7D1H
7D1H
7D1H
CC C
5D1H C C
5D2G C C
E
5E2G C 5E2G C
12N4A C
1588 940 940 940 940 940 9151582 1016 1016 1016 1016 1707
1713 7222 906 4820 2357
668 5063 445 2656 1019 6705 477
C
C
A- A
1609-A
A- A
GB-915
GB-1070
GB-460
GB-460
GB-1070
GB-915
MG
MG MG
MGMG MG MGMG
PTDWFPTDWF
PTDWFPTDWF
SN
D
SC
AND
SCR
SC
AND
SCR
SC
AND
SCR
SC
AND
SCR
SC
AND
SCR
SC
AND
SCR
SD
SDSD SD SD
SD
SC
AND
SCR
S S S S S
GB-915
S
MH
SMHD
TTD
1607B-A
FSS
TTD TTD TTD
TPTPTPTPTPTPTPTP
TP TP
FSS TP
TP
SSB
SSB
A1 A-506
2831946282
2L6F
12N5G E
8E1A E
A-509
C
7D2H C
C
7B2G C
TYP
5D2G
6D1H C
SH SH SH SH SH
SH
5D2G
7 8
G
F
E
MEN
WOMEN
JAN
7D2C
7D2G 5B2G
5D2C
7D2C
5D2C
5B2G
442 3155
1672 940 1311 2062
1673 940 940 940 1011 483
2108-A
2109-A
2107-A
GB-915
GB-460
GB-1070
GB-915
GB-460
GB-1070
C
TTD TTD
MG MG MG
MG MG MG
PTDWF
PTDWF PTDWF
SND SND
SD SD
SD SD
MH
SM
H
D
TTDTTD
761 3089 390 908 1644
PTDWF
FEC
A5 A-506
5B2G
9D2H C C
C8F1B
2.1
19 20
D
C
B
E
AIRLOCK
LOCKER
ROOM
CHANGING
2447 2550
-A
1403-A
-A
1401-A
1L7G
2L7G
1L7G
7D7G
7D2G
7D2G
5E2G
2L7G
3020 901
LOCKERS
C
C
TOILET
1404A
MG
PTDWF
SD
1401-B
TTD
GB-737
SSB
S
TP
TPFSS
SH
5B2G
5B2G
TYP
5B C
12D2A
12D2A
12D2A
12D2A
5D2A
5D2A
C
2L6F
A REFER TO DRAWINGS G-021 AND G-031 FOR STANDARD
ABBREVIATIONS, LEGENDS AND SYMBOLOGY.
B REFER TO DRAWINGS A-100, A-101, AND A-102 LIFE
SAFETY PLAN FOR FIRE RESISTANT RATINGS AND
LEGENDS.
C REFER TO DOOR SCHEDULES FOR DOOR FIRE RESISTANT
RATING REQUIREMENTS.
D ALL KEYNOTES ARE NOT USED ON ALL SHEETS.
E DASHED LINES INDICATE EQUIPMENT ABOVE.
ABBREVIATIONS
GB-460 GRAB BAR, 460MM VERTICAL
MG MIRROR, GLASS
PTDWR COMBINATION PAPER TOWEL
DISPENSER/WASTE RECEPTACLE
SND SANITARY NAPKIN DISPOSOL
SC SHOWER CURTAIN
SCR SHOWER CURTAIN ROD
SD SOAP DISPENSER
S SOAP HOLDER
SMHD SHELF, METAL, HEAVY DUTY
TP TOWEL PIN
TTD TOILET TISSUE DISPENSER
MH MOP AND BROOM HOLDER
FSS FOLDING SHOWER SEAT
GB-915 GRAB BAR, 915MM HORIZONTAL
GB-1070 GRAB BAR, 1070MM HORIZONTAL
GB-737 GRAB BAR, 737MM SWING UP
REFER TO SPECIFICATIONS
TOILET ACCESSORIES
SSB 1219 MM LONG x 610 MM WIDE
STAINLESS STEEL BENCH
SH SHOWER HEAD
GRAPHIC SCALE
1:50
5m1m 4m3m2m0m
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
D R
A W
N B
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D E
S
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D B
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S U
B M
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D B
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S
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C H
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K E
D B
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A N
S I D
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D A
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C O
N
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S O
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C
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A
TI
O
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E
File Path:
Plot Date:
M A
R K
D
ES
C R
IP
TI
O N
UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
P
LO
T D
A
TE
FI
LE
N A
M E
D
U
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ES
C
O R
N
ER
P
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D O
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A
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ID
D
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C H
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R , V
A
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AM
P
AR
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JA
N , K
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AM
A-401
T.
M
IO
N
T.
P
EN
N
A
J.
B
AU
D
R Y
JU
N
E
A
M . P
R
AT
T
KU
-3
2A -A
-4
LS
AR
C
H
IT
EC
TU
R
AL
EN
LA
R G
E D
TO
IL
ET
PL
AN
S
RTA
1 : 50A-113
D1 ENLARGED PLAN - GROUND FLOOR TOILETS
1 : 50A-123
A1 ENLARGED PLAN - FIRST FLOOR TOILETS
1 : 50A-115
A6 ENLARGED PLAN - TOILET LOCKER
0%
FI
N A
L D
ES
IG
N
SU
BM
IT
TA
L
/2
1/
AM
E N D
M
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T #4
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KEYNOTES
FOR BID OPTION KEYNOTES REFER TO BID OPTION LEGEND ON
APPLICABLE DRAWINGS AND BID OPTION NOTES ON DRAWING A-003
10 50MM VERTICAL EXPANSION JOINT.
43 STEEL LADDER WITH FALL PROTECTION ANCHOR SYSTEM.
99 STEEL LADDER WITHOUT FALL PROTECTION
PARTITION CONSTRUCTION CONDITIONS
NOTE
PARTITION TYPE NOTE (A/B/C INDICATES
MULTIPLE CONDITIONS APPLICABLE)
5D1A
PARTITION TYPE (REFER TO DIAGRAMS ABOVE)
STUD / CMU SIZE
E
PARTITION TYPE NOTE
NOT TO SCALE
NON-RATED
TYPE 1
CONCRETE
MASONRY UNIT
REFER TO
STRUCTURAL
DRAWINGS FOR
MASONRY
REINFORCEMENT
REQUIREMENTS
NOT TO SCALE
1 HOUR RATED - UL # U906
TYPE 2
CONCRETE MASONRY
UNIT REFER TO
STRUCTURAL
DRAWINGS FOR
MASONRY
REINFORCEMENT
REQUIREMENTS
SINGLE-WYTHE
LADDER TYPE
HORIZONTAL
REINFORCEMENT @
406mm OC VERTICAL
METAL "C" STUDS
HORIZONTAL METAL
BRIDGING CHANNEL @
1200mm VERTICAL
GWB ONE SIDE
NOT TO SCALE
1 HOUR RATED - UL # U465
TYPE 8
METAL "C" STUDS
TYPE "X" GWB
BOTH SIDES
NOT TO SCALE
TYPE 4 (TYPICAL TOILET CHASE)
NON-RATED
METAL "C" STUDS
ACOUSTICAL BATT INSULATION
BOTH SIDES
ACOUSTICAL SEALANT AT TOP,
BOTTOM AND SIDES
MINIMUM CLEAR
413 GLASS MAT WATER-RESISTANT
GYPSUM TILE BACKING BOARD
BOTH SIDES
CERAMIC TILE BOTH SIDES.
EXTEND 1200mm ABOVE FINISH
FLOOR
HORIZONTAL METAL BRIDGING
CHANNEL @ 1200mm OC
VERTICAL BOTH SIDES
REFER TO PLANS
NOT TO SCALE
TYPE 7
NON-RATED
METAL "C" STUDS
BATT INSULATION
REFER TO PARTITION
NOTES ACOUSTICAL
SEALANT AT TOP,
BOTTOM AND BOTH
SIDES
GWB BOTH SIDES
NOT TO SCALE
NON-RATED
TYPE 5
MID-SPAN BRACING, 3 METAL
STUDS @ 1/3 SPAN VERT @
407mm OC HORIZONTALLY
NOT TO SCALE
TYPE 3 (SHAFTWALL)
METAL "CH" STUDS
1 LAYER GWB, TYPE
"X"
SHAFTLINER
1 HOUR RATED - UL # U415
BATT INSULATION
REFER TO
PARTITION NOTES
ACOUSTICAL
PERFORMANCE = STC
NOT TO SCALE
TYPE 6
1 HOUR RATED
NOT TO SCALE
TYPE 9
NON-RATED
METAL "C" STUDS
GWB (2) LAYERS
BOTH SIDES
ACOUSTICAL
PERFORMANCE = STC 53
METAL "C" STUDS
HORIZONTAL METAL
BRIDGING CHANNEL @
1200mm VERTICAL
GWB ONE SIDE
NOT TO SCALE
TYPE 11
METAL "C" STUDS
ACOUSTICAL
PERFORMANCE = STC 59
1 HOUR RATED - UL # U
RESILIENT CHANNEL ON
EQUIPMENT SIDE
NOT TO SCALE
TYPE 10
METAL "C" STUDS
ACOUSTICAL
PERFORMANCE = STC 59
RESILIENT CHANNEL ON
EQUIPMENT SIDE
NON-RATED
ACOUSTICAL
PERFORMANCE = STC 40
ACOUSTICAL
PERFORMANCE = STC 40
REFER TO PLAN
GWB (2) LAYERS
BOTH SIDES
GWB (2) LAYERS
BOTH SIDES
NOT TO SCALE
TYPE 12
PARTITION TYPE 1 OR 2
30mm x 90mm METAL STUD OFFSET
CLIP AT 1220MM OC VERTICALLY
HORIZONTAL METAL
BRIDGING CHANNEL @
1200mm VERT.
GWB ONE SIDE
METAL "C" STUDS
VARIES
1 HOUR RATED - UL # U465
BATT INSULATION
REFER TO PARTITION
NOTES ACOUSTICAL
SEALANT AT TOP,
BOTTOM AND BOTH
SIDES
BATT INSULATION
REFER TO PARTITION
NOTES ACOUSTICAL
SEALANT AT TOP,
BOTTOM AND BOTH
SIDES
BATT INSULATION
REFER TO PARTITION
NOTES ACOUSTICAL
SEALANT AT TOP,
BOTTOM AND BOTH
SIDES
BATT INSULATION
REFER TO PARTITION
NOTES ACOUSTICAL
SEALANT AT TOP,
BOTTOM AND BOTH
SIDES
BATT INSULATION
REFER TO
PARTITION NOTES
BATT INSULATION
REFER TO
PARTITION NOTES
BATT INSULATION WITH
VAPOR RETARDER REFER
TO PARTITION NOTES
NOTE: ALIGN FACE OF GYPSUM BOARD WITH
FURRED PARTITION ABOVE
OFFSET 25MM FROM FACE OF
BLOCK TO STUD
VAPOR BARRIER/RETARDER
HORIZONTAL STRAPS @ 2' -0"
O.C. VERTICALLY
1 HOUR RATED 1 HOUR RATED
64mm METAL STUD
41mm STUD
MINERAL WOOL BATTS
GYPSUM BOARD
203mm STUD
L TRIM AND SEALANT
3000 mm
VAPOR BARRIER/RETARDER
(2) LAYERS TYPE "X" GWB
30mm x 90mm METAL STUD OFFSET
CLIP AT 1220MM OC VERTICALLY
VAPOR BARRIER/RETARDER
102mm METAL STUD
92mm STUD
MINERAL WOOL BATTS
(2) LAYERS TYPE "X" GWB
203mm STUD
L TRIM AND SEALANT
3000 mm
GYPSUM BOARD
C L
3000 mm
DRIP FLASHING -
COLOR TO MATCH
SIDING
EXTERIOR CAP TRIM
GIRT SYSTEM - REFER
TO STRUCTURAL
DRAWINGS
EXTERIOR METAL
CLADDING SYSTEM
30mm x 90mm METAL STUD OFFSET
CLIP AT 1220MM OC VERTICALLY
VAPOR BARRIER/RETARDER
102mm METAL STUD
23mm FURRING
MINERAL WOOL BATTS
GYPSUM BOARD
EXTERIOR
NON-RATED
US Army Corps of Engineers ®
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C:\_Revit_Local_Models\2017\KU-369882A-AR17_CH-JEG_vicky.garske@jacobs.com.rvt
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1. REFER TO FINISH SCHEDULE FOR SCOPE OF FINISHES
ATTACHED TO FACE OF PARTITIONS, INCLUDING CERAMIC
TILE, PAINT AND OTHER FINISHES.
2. PLAN DIMENSION POINT TO FACE OF CMU OR FACE OF
OUTSIDE LAYER OF GYPSUM BOARD.
3. PROVIDE SMOKE RATED SEALANT AT PARTITIONS INDICATED.
4. PROVIDE FIRE RATED SEALANT AT ALL RATED PARTITIONS.
5. RATED WALLS (FIRE, SMOKE, AND SOUND) SHALL EXTEND TO
BOTTOM OF STRUCTURE OR FIRE RATED CEILING REFER TO
NOTES FOR EACH PARTITION TYPE.
6. ACOUSTIC BATTS SHALL BE CREASED, 89mm THICK, MINERAL
FIBER INSULATION (2.5 PCF DENSITY)
7. SEALING PENETRATION AT FIRE RATED WALLS SHALL BE IN
ACCORDANCE WITH SPECIFICATION SECTION 07 84 00.
8. INSTALL GYPSUM BOARD W/ STAGGERED JOINTS, TAPE, AND
FINISH ALL JOINTS W/ COMPOUND EACH LAYER.
9. UNLESS NOTED OTHERWISE, PROVIDE GYPSUM BOARD
CONTROL JOINTS IN THE FOLLOWING:
9m MAXIMUM INTERIOR PARTITIONS 15m MAXIMUM INTERIOR CEILING WITH PERIMETER RELIEF
9m MAXIMUM INTERIOR CEILING WITHOUT PERIMETER RELIEF 9m MAXIMUM EXTERIOR GYPSUM CEILINGS
10. COORDINATE LOCATION OF GYPSUM CONTROL JOINTS WITH
LOCATION OF DOORS, SOFFITS, ETC.
11. FIRE AND SMOKE RATED WALLS SHALL BE EFFECTIVELY
AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING
IN A MATTER ACCEPTABLE TO THE AUTHORITY HAVING
JURISDICTION. SUCH IDENTIFICATION SHALL BE ABOVE
CEILINGS AND CONCEALED SPACES AT 3.5m OC MAX ON BOTH
SIDES OF PARTITION. WORDING SHALL READ "1 HR FIRE RATED
BARRIER. PROTECT ALL OPENINGS".
12. PROVIDE A VAPOR BARRIER/VAPOR RETARDER
(SPECIFICATION 072116) IN ALL PARTITIONS CONTAINING
MINERAL WOOL BATTS THAT PROVIDE SEPARATION BETWEEN
CONDITIONED AND UNCONDITIONED SPACES. THIS
INCLUDES ALL FURRED CMU WALLS. INSTALL BARRIER ON THE
WARM (UNCONDITIONED) SIDE OF PARTITION. EXTEND
INSULATION AND BARRIER TO STRUCTURE ABOVE.
PARTITIONS - GENERAL NOTES
NOTE: ALL STUDS AND FURRING ARE 406mm OC, UNLESS OTHERWISE NOTED.
ALL CH STUDS ARE 610mm OC
A 41mm STUDS B 64mm STUDS C 92mm STUDS D 102mm STUDS E 152mm STUDS F 203mm STUDS G 64mm CH STUDS H 102mm CH STUDS J 152mm CH STUDS K 100mm CMU - REFER TO STRUCTURAL DWGS L 200mm CMU - REFER TO STRUCTURAL DWGS M 64mm Z FURRING
N FURRED CMU WALL TYPE 12 WITH STUD OR
FURRING ABOVE - REFER TO SECTION TYPE 12
DETAILS FOR LOCATIONS AND FRAMING SIZES
STUD/CMU SIZES
1. PARTITION OR CMU EXTENDS TO STRUCTURE ABOVE. REFER TO APPLICABLE DETAIL FOR
BRACING TO STRUCTURE.
2. PARTITION EXTENDS 200mm ABOVE ADJOINING CEILING. REFER TO APPLICABLE DETAIL FOR
BRACING TO STRUCTURE.
3. STUDS OR CMU EXTEND TO STRUCTURE ABOVE. GYPSUM BOARD EXTENDS TO 200mm
ABOVE ADJOINING CEILING. REFER TO APPLICABLE DETAIL FOR BRACING TO STRUCTURE.
4. STUD PARTITION EXTENDS TO 3000mm AFF AND FURRING PARTITION EXTENDS AN ADDITIONAL 400mm.
5. STUD PARTITION EXTENDS TO 3000mm AFF AND FURRING PARTITION EXTENDS TO
STRUCTURE.
6. CMU PARTITION EXTENDS 3000mm ABOVE FINISHED FLOOR AND IS FASTENED TO UPPER
PARTITION THAT EXTENDS TO ROOF STRUCTURE ABOVE. PROVIDE ACOUSTIC RATED TOP
AND BOTTOM TERMINATION AND FIRE RATED TOP AND BOTTOM TERMINATION AS A FIRE
RATED ASSEMBLY.
7. PARTITION EXTENDS TO UNDERSIDE OF FIRE RATED CEILING ASSEMBLY ABOVE. PROVIDE
FIRE RATED ASSEMBLIES FOR TOP AND BOTTOM TERMINATION, INCLUDING ALL
PENETRATIONS. REFER TO APPLICABLE DETAIL FOR BRACING TO STRUCTURE.
8. NOT USED
9. PARTITION EXTENDS TO UNDERSIDE OF STAIR STRINGER.
PARTITION CONSTRUCTION CONDITIONS NOTES
A. 152mm INSULATION BATTS (REFER TO GENERAL NOTES #12 FOR VAPOR BARRIER
OR UNFACED REQUIREMENT)
B. 203mm INSULATION BATTS WITH VAPOR BARRIER/RETARDER
C. PROVIDE GLASS MAT WATER-RESISTANT CEMENTITIOUS TILE BACKER BOARD IN
LIEU OF SCHEDULED GLASS MAT GYPSUM BOARD ON TOILET/JANITOR CLOSET SIDE
WITH TILE AS SCHEDULED.
D. NOT USED.
E. PROVIDE ABUSE RESISTANT GYPSUM WALL BOARD IN LIEU OF SCHEDULED
GYPSUM WALL BOARD UP TO 2400mm.
F. SEE STRUCTURAL DRAWINGS FOR REINFORCING REQUIREMENTS FOR ALL LOAD
BEARING MASONRY WALLS.
G. NO INSULATION OR SPECIAL CONDITION.
H. ACOUSTIC BATTS PROVIDE ACOUSTIC RATED TOP AND BOTTOM TERMINATION PER
APPLICABLE DETAILS
PARTITION TYPE NOTESWALL TYPE KEY
SECTION TYPE 12
EXTERIOR WALL
NOT TO SCALE 4
SECTION TYPE 12
UNCONDITIONED SPACE
NOT TO SCALE
SECTION TYPE 12
CONDITIONED SPACE
NOT TO SCALE
K
4H
6D4H
E
E 6D4H E
E6D4H
STEEL COLUMN
REFER TO PEMB DRAWINGS
241 146
102MM STEEL STUDS
15MM GLASS MAT
GYPSUM BOARD
MINERAL WOOL
INSULATION
152M STEEL STUD
22.25MM HAT CHANNEL
GROUT FIRST CELL
SOLID FULL HEIGHT
OF JAMB
EXPANSION JOINT AND
COVER AS SPECIFIED
REFER TO DOOR SCHEDULE AND
DOOR DETAILS
200MM CMU
GROUT CELLS AT
INSIDE CORNER - FULL
HEIGHT (TYPICAL)
HORIZONTAL
REINFORCING
60mm SF-200 EXPANSION JOINT
COVER - BY CONSTRUCTION
SPECIALTIES
110J MOLDING JOINT SEALANT AND
BACKER ROD
12 13
H
HORIZONTAL
REINFORCING AT 405MM
OC VERTICALLY
STEEL COLUMN -
REFER TO PEMB DRAWINGS
200MM CMU
WASH FOUNTAIN
LAVATORY, REFER TO
PLUMBING DRAWINGS
79386
482465
12N5A
12N5G
11E4H
J MOLDING
JOINT SEALANT AND
BACKER ROD
H
12N4A
5D1A 12N4A
5D1A
2L5F
2L5F
2L6F
12N4A
102MM STEEL STUDS
15MM GLASS MAT
GYPSUM BOARD
MINERAL WOOL
INSULATION
STEEL COLUMN-REFER
TO PEMB DRAWINGS
REFER TO DOOR
SCHEDULE AND
DOOR…
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