13-1341-013SUSPENDED
SEE RIP
EXISTING WOOD
JOIST
EXISTING TYPE *X"
G.W.B (lHR)
FOR WALL FINISH SEE A-200
PARTITION TYPE FA-1.11
3-5/8" METAL STUDS
20 GA. 016" O.C.
5/8- GYPSUM BOARD (EA. SIDE)
INSULATION
CONT. CAULKING
FLOOR SLAB
SUSPENDED
SEE RIP
5/8' 1
BOARD
FOR WALL FINISH SEE
A-200
3-5/8' METAL STUDS
20 GA. @16' O.C.
5/8' PLYWOOD
INSULATION
CONT, CAULKING
FLOOR SLAB
STEEL
TTENUATION
)N (MINERAL
CONCRETE
ALL
0
18"
"LIDS
).G
STEEL
CONCRETE
)ED CEILING
I
STEEL
ATTENUATION
)N (MINERAL
CONCRETE
TALL
BE
) BY OWNER
EBACKER
BOARD)
STEEL
CONCRETE SLAB
T 0 1 L E T R 0 0 M / J A N I T 0 R
3-5/8- METAL STUDS
20 GA. @16" O.C.
TILES TO BE
SELECTED BY
OWNER
1/4- HARDIEBACKER (CEMENT
BOARD)
ACOUSTICAL
INSULATION
CAULKING
SLAB
TILE
SEL
114
(CE
3-5/8' METAL STUDS
20 GA. 016" O.C.
TILES TO BE
SELECTED BY
OWNER
1/4- HARDIEBACKER (CEMENT
BOARD)
ACOUSTICAL
INSULATION
CONT. CAULKING
FLOOR SLAB
5/1
80)
FOF
SEE
J A N I T O R
3-5/8' METAL STUDS
20 GA. 016' O.C.
TILES TO BE
SELECTED BY
OWNER
1/4- HARDIEBACKER (CEMENT
BOARD)
ACOUSTICAL INSULATION (OPTIONAL)
(R-13)
CONT. CAULKING
FLOOR SLAB
5/8-GYPSUM BOAR
T O I L E T R O O M
11/4" HARDIEBACKER (CEMENT BOARD)
TILES TO BE SELECTED I
2(20 GA) 3-5/8"----- __--ACOUSTICAL INSULATION (R-13)
METAL STUDS C%,ITY OF WCOU1 f.1 'NIIA-Pk'
,N
WALLS AT 16" O.C. CONT [3� �4 LK 1.'�NG DEPT.
-----FLOOR SLAB SECTION
SIFRUCTURAL
L
TILES WILL BE ALL AROUND WALLS FROM FLOOR TO CEILING FOR ALL
TILES WILL BE ALL AROUND WALLS FROM FLOOR TO CEILING FOR ALL
TILES WILL BE ALL AROUND WALLS FROM FLOOR TO CEILING FOR ALL
�� 1
TILES WILL BE ALL AROUND WALLS FROM FLOOR TO CEILING FOR ALL
BATHROOMS & JANITOR CLOSET ROOMS.
BATHROOMS & JANITOR CLOSET ROOMS.
BATHROOMS & JANITOR CLOSET ROOMS.
BATHROOMS & JANITOR CLOSET ROOMS.
-
JA5 13-5/8
STUD WALL W/ REINFORCING 8'-0" HT. MAX.
A6
3-5/8 STUD WALL W/ REINFORCING 8' -0" HT. MAX.
A7]
-5/8 STUD WALL W/ REINFORCING 8' -0" HT. MAX.
A8
DBL. METAL STUD WALLS (CHASE WALL)
SUSPENDED CEILING
SUSPENDED CEILING
SEE RIP
SEE RIP
GENERAL NOTES - PARTITION TYPES
1. PARTITION TYPE DESCRIPTIONS AREA NOT TO BE CONSTRUED AS COMPLETE ASSEMBLY INSTRUCTIONS. CONTRACTOR IS TO CONSTRUCT PARTITIONS ACCORDING TO THE COMPLETE
ASSEMBLY REQUIREMENTS LISTED IN THE REFERENCED TESTING LABORATORY MANUALS. ADDITIONAL ITEMS SHOWN SHALL BE PROVIDED. REFER TO FINISH SCHEDULES FOR APPLIED
FINISHES.
2. RUN STUDS, GYPSUM BOARD, AND ACOUSTICAL INSULATION FULL HEIGHT (TO UNDERSIDE OF JOISTS AND/OR FLOOR/ROOF SLABS) AT ALL PARTITIONS AS DESCRIBED BY DETAILS.
3. WHERE A PARTITION TYPE IS INDICATED TO CONTAIN GLASS, PARTITION TYPE IS FOR UNDER AND/OR OVER GLASS AREA.
FURRING CHANNEL
FURRING CHANNEL
EXISTING CONCRETE
EXISTING CONCRETE
BLOCK WALL
BLOCK WALL
4. ROUGH FRAMING FOR ALL DOORS IN METAL STUD PARTITIONS SHALL BE MINIMUM 20 GAUGE, AND BRACED JUST ABOVE THE CEILING BOTH SIDES.
�___________FOR WALL FINISH
SEE A-200
---------TILE TO BE
SELECTED BY OWNER
5. ACOUSTICAL SEALANT SHALL BE A MINIMUM OF 1/4" THICK.
6. PROVIDE ACOUSTICAL SEALANT AT ALL WALLS THAT EXTEND TO UNDERSIDE OF STRUCTURE TYP.
7. FRAME AND BRACE AS REQUIRED AROUND ALL PIPING AND DUCTWORK TO MAINTAIN PARTITION SUPPORT.
8. COMPRESSIBLE FILLER AT THE TOP OF FIRE RATED CONCRETE BLOCK WALLS SHALL BE FIRE-SAFING INSULATION WITH A FIRE-STOP SEALANT ON BOTH SIDES AND CONSISTENT
WITH FIRE RATING INDICATED.
PLYWOOD
1/4" HARDIEBACKER
(CEMENT BOARD)
9. SPACING OF ALL METAL STUD PARTITIONS SHALL BE 16" O/C U.O.N.
THICKNESS (GAUGE) & BRACING OF METAL STUD PARTITIONS SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED:
A. 4" STUD PARTITION: B. 6" STUD PARTITION:
1. UNDER 15 FT. HEIGHT: 25 GAUGE 1. 6" STUDS LESS THAN 15' HEIGHT: 25 GAUGE
MODIFICATIONS ONLY
FURRING CHANNEL
FURRING CHANNEL
2. OVER 15 FT, HEIGHT : 20 GAUGE 2. 6" STUDS MORE THAN 15' HEIGHT: 20 GAUGE INTERIOR
C. 1 1/2" STUD PARTITION: (ANY EXTERIOR MODIFICATION MAY REQUIRE
EXISTING CONCRETE SLAB
EXISTING CONCRETE SLAB
1 . 15' HEIGHT OR LESS: 25 GAUGE A BOARD APPEARANCE)
4 4
2. 15' HEIGHT OR MORE: 20 GAUGE
41 4 <4
10. STEEL STUDS SUPPORTING WALL HUNG PLUMBING FIXTURES SHALL BE DOUBLED OR NOT LESS THAN 20 GAGE WITH A MINIMUM EFFECTIVE MOMENT OF INERTIA EQUAL TO
0,864 IN. (360M ). STUDS TO BE 16" O.C. APPLIES TO ALL PARTITION WALLS WITH HUNG ITEMS.
11. PROVIDE CEMENT BOARD OR EQUIVALENT AT ALL WALLS AND CEILING AREAS SUBJECT TO HUMIDITY (TYP).
A9
18" C.M.U. OR SOLID
CONCRETE WALL WITH 3 5/8" GW13 I R. F.R.Al�8"
C.M.U. OR SOLID
CONCRETE
WALL WITH 3 5/8" GWB 1 HR. F.Rj