HomeMy WebLinkAbout24I Trr-
9 PARTITION AT STRUCTURE
A-6.1 1 3"=1101,
(ISTING STRUCTURE
SULK, typical
GA TRACK WITH 3" LEGS
#10 SMS
2YWALL SCREWS. ATTACH GYP.
). TO STUDS ONLY. DO NOT
;REW WITHIN 2" OF BOTTOM OF
=EP LEG TRACK, typical
:E DETAIL
)R ALTERNATE BRACE TO
'RUCTURE
ARRALLEL TO DECK
Interior Framing Limiting Heights (Non -Load Bearing)
Allowable 25 Gauge (18 mil) 20 Gauge (33 mi
Stud Design 0.01799 min. 0.03299 min.
Spacing Limit Deflection
5
p g (0.+455 mm min.) (0.836 mm min")
Stud Depth (in.) (in.) (psf) ft. -In. (mm) ft. -in. (.
1-5/8(1625125-18/33) 24 5 L/360 7-1 (2160) 7-8 (:
1-5/8(1626125-18/33) 16 5 L/360 8-2 (2490) 8-5 (:
2-1/2 (2505125-18/33) 24 5 L/360 9-3 (2820) 10-0 (,
2-1/2(2505125-18/33) 16 5 L/360 9-10 (3000) 11-2 (;
3-5/8(3625125-18/33) 24 5 L/360 11-7 (3530) 12-9 (:
3-5/8(362S125-18/33) 16 5 L/360 12-4 (3760) 14-3 (�
4 (4005125-18/33) 24 5 L/360 12-4 (3760) 14-3 (�
4(400S125--18/33) 16 5 L/360 13-4 (4060) 15-11 (1
6(6005125-18/33) 24 5 L/360 16-9 (5110) 18-10 (c
6(6006125-18/33) 16 5 L/360 17-11 (5770) 21-4 (E
Notes: The number following the stud depth is a new industry -wide product identification, created by the
Steel Stud Manufacturers Association, the number identifies the member depth, style, flange width and material
thickness in mils.
This limiting heights data is from ASTM 0754, USG presents this information only as a reference, and will not be
responsible for the performance of walls based on this table. Consult current information from ASTM C754 and SSMA
(Steel Stud Manufacturers Association), and the stud manufacturers for limiting heights characateristics of their
particular products.
Limiting heights apply to walls constructed with minimum 1/2" (12.7 mm) thickness of gypsum board and with a
minimum of one full -height layer on both sides of the stud framing.
Limiting heights are based on tests conducted with gypsum board attached with screws spaced 12" (305mm) o.c"
to framing members,
1. ALL INTERIOR WALLS, INCLUDING PARTITIONS, CURTAIN WALLS &
DEMISING WALLS SHALL BE FRAMED WITH METAL STUDS COVERED
WITH AT LEAST 5/8" GYPSUM BOARD. THE TENANT SHALL NOT
CONSTRUCT ANY CONCRETE BLOCK WALLS EXCEPT WHERE REQUIRED
BY FIRE OR BUILDING CODE.
2. PARTITIONS SEPARATING LEASED PREMISES: THE PARTITION SHALL
BE CENTERED UPON THE LEASE LINE BETWEEN DEMISED PREMISES &
SHALL BE CONSTRUCTED OF STEEL STUDS WITH ONE LAYER OF 5/8"
GYPSUM BOARD TAPED AND FLOATED ON EITHER SIDE OF THE STEEL
STUD. LANDLORD SHALL PROVIDE METAL STUDS, GYPSUM BOARD
SHALL BE PROVIDED BY TENANT. THE WALLS SHALL EXTEND FROM THE
FLOOR TO THE UNDERSIDE OF THE DECK ABOVE & SHALL BE
CONSTRUCTED IN A MANNER THAT WILL PROVIDE A 1 -HOUR U.L. FIRE
RATING AS PER LOCAL CODE (UL U465)
3. REFER TO CONSTRUCTION PLAN AND MILLWORK DETAILS FOR
EXTENTS OF STRUCTURAL WALL BLOCKING; G.C. TO PROVIDE AS
REQUIRED.
5. ALL METAL STUDS 20 GA - TYPICAL NON -LOAD BEARING PARTITIONS.
SEE USG STEEL FRAMED DRYWALL SYSTEMS "LIMITING HEIGHT -STEEL
STUD ASSEMBLIES CHART."
6. ALL GYPSUM BOARD SHALL BE 5/8" TYPE'X' UNLESS OTHERWISE
NOTED.
7. PROVIDE DRYWALL TRIM @ ALL EXPOSED EDGES & CORNERS.
8. PARTITIONS SEPARATING TOILET ROOMS AND PARTITIONS
SEPARATING MANAGER'S OFFICE TO RECEIVE SOUND ATTENUATION
INSULATION, TYP.
9. ALL PARTITIONS OCCURRING AT BATHROOMS 'WET WALLS' TO BE
SHEATHED WITH FIRE-RESISTANT & MOLD -RESISTANT DRYWALL OR
CEMENT BOARD, TYP.
10. IF NOT ALREADY EXISTING, TENANT MUST PROVIDE A SEALED
PARTITION ABOVE THE STOREFRONT TO SEPARATE THE COMMON AREA
CEILING FROM THE TENANT'S SPACE WHICH SHALL BE RATED AS
REQUIRED BY CODE. VERIFY WITH MALL REQUIREMENTS.
11. WALLS AT PERIMETER BOH, SHALL HAVE GYP. BOARD TO
STRUCTURE AND INSULATED IF NO CEILING IS INSTALLED.
12. ALL GYP. BD. AREAS TO BE PREPARED FOR TYPE 5 FINISH, EXCEPT
B.O.H.
PER WALL L
TYPE X
8 PARTITION AT STRUCTURE
A-6.1 3" = 1' 0"
I I I
I I I
-EXISTING STRUCTURE
5/8" TYPE X GYP. BOARD, NOTCH
AT METAL DECK FLUTES. DO NOT
ATTACHED TO TOP TRACK
16 GA TRACK WITH 3" LEGS
(2) #10 SMS
DRYWALL SCREWS. ATTACH GYP
BD. TO STUDS ONLY. DO NOT
SCREW WITHIN 2" OF BOTTOM OF
DEEP LEG TRACK, typical
SEE DETAIL
FOR ALTERNATE BRACE TO
STRUCTURE
PERPENDICULAR TO DECK
iTrr
7 ALTERNATE BRACE TO STRUCTURE
A-6.1 3" = 1' 0"
9 8
6.1 A-6.1
SIM.
TOP CHORD OF STEEL
V.I.F.
to
FINISHED CLG.
REF. A-3.1 FOR HGT.
CEILING AS SCHEDULED
TOILET ROOM
5/8" TYPE 'X' GYP. BD.
(USE WATER RESISTANT
GYP. BD. AT TOILET
ROOM LOCATIONS)
SOUND BATTING
INSULATION AT TOILET
ROOM LOCATIONS ONLY
6"20 GA. METAL STUD
FRAMING @ 16" O.C.-
CONTINUOUS PERIMETER
SEALANT
BASE AND FLOOR
FINISH AS SCHEDULED -
ROOF STRUCTURE
16 GAUGE CLIP ANGLE ATTACH
TO BRACE WITH (3) #10 SHEET
METAL SCREWS. ATTACH TO
ROOF STRUCTURE WITH
•
4#14 SHEET METAL
SCREWS
OR
• (4) .180 DIA. (HILTI OR EQUAL
POWER SHOT DRIVEN PINS
WHERE METAL DECK WITH
CONCRETE FILL OCCURS)
METAL STUD BRACE
'ALTERNATING) AT 4'-0" O.C.
3RACE TO BE SAME SIZE AND
3AUGE AS WALL
16 GAUGE CLIP ANGLE.
4TTACHE TO BRACE AND TOP
STUD TRACK WITH (3) #10 SHEET
NETALSCREWS
18 GAUGE STUD TRACK
;USPENDED A.C.T. WHERE
)CCURS
,RMSTRONG CEILING SYSTEM
JHERE OCCURS
D PLUMBING CHASE PARTITION
A-6.1 1 1/2"= 1' 0"
1
C 3 -WAY MIRROR SOFFIT
A-6.1 3" = 1' 0"
6"
3 LIGHT ALCOVE AT CASHWRAP DETAIL
A-6.1 3"= 1' 0"
s y 8
A-6.1 A-6.1
SIM.
TOP CHORD OF STEEL
V.I.F.
5/8" TYPE 'X' GYP. BD. TO 6"
ABOVE FINISHED CEILING
io
FINISHED CLG.
REF. A-3.1 FOR HGT.
CEILING AS SCHEDULED -
5/8" TYPE "X" GYPSUM
BOARD, BOTH SIDES
5/8" TYPE 'X' GYP. BD. (USE
WATER RESISTANT GYP. BD. AT
TOILET ROOM LOCATIONS) -
SOUND BATTING
INSULATION AT TOILET
ROOM AND OFFICE
LOCATIONS ONLY
3-5/8"20 GA. METAL STUD
FRAMING @ 16" O.C.
CONTINUOUS PERIMETER
SEALANT
BASE AND FLOOR
FINISH AS SCHEDULED
C NON RATED PARTITION
A-6.1 1 1/2" = 1' 0"
STICAL METAL STUD
4CE TO STRUCTURE
1/2" A.F.F.
GYP. BD. CEILING
LING AS SCHEDULED
GYP. BD. ON 3-5/8"
GA. METAL STUDS
' A.F.F.
OF SOFFIT
MIRROR BY OTHERS
-ARMSTRONG GRID
SYSTEM
11'-00" A.F.F.
B.O. GYP. BD. CEILING
- 5/8" GYP. BD.BEYOND
ON METAL STUD z
FRAMING AT BOTH fO
ENDS OF LIGHT
ALCOVE
BLOCKING AS
REQUIRED
STAGGERED LINEAR
FLUORESCET LIGHT
FIXTURES WITH 4" MIN.
STAGGERED.
PARTITION AS
SCHEDULED
5/8" GYP. BD. ON
METAL STUD FRAMING
9'-07 3/4" A.F.F•
B.O. GYP. BD. CEILING
PROVIDE FIRE RETARDANT
BLOCKING AT SIM. AS REQUIRED
TO SECURE DRESSING ROOM
MIRROR BUILD -OUT
I.VKKNVK
5 FITTING CORRIDOR ENTRY SOFFIT
A-6.1 3" = 1' 0"
IL
BOTTOM OF STRUCTURE
*12 HANGER WIRE TO
STRUCTURE
VERTICAL METAL STUD
BRACE TO STRUCTURE
9'-8 1/2" A.F.F.
B.O. GYP. BD. CEILING
CEILING AS SCHEDULED
9'-0" A.F.F.
B.O. GYP. BD. CEILING
5/8" GYP. BD. ON METAL
STUDS
QUIRK MOLDING
8'-0" A.F.F.
B.O. SOFFIT
)RYWALL MAIN BEAM PER
4ANUFACTURERS
iPECIFICATIONS
)RYWALL CROSS TEE PER
1ANUFACTURERS
SPECIFICATIONS
=1NISHED CEILING
GYP. BD. WITH SKIM
COAT PLASTER, TYP.
2 TYPICAL CEILING SECTION DETAIL - FRONT OF HOUSE
A-6.1 3" = 1' 0"
B DRYWALL FURRED OUT PARTITION
A-6.1 1 1 /2" = 1' 0"
4 LOUNGE ENTRY SOFFIT TRANSITION
A-6.1 W = 1' 0"
VERTICAL METAL STUD
BRACE TO STRUCTURE
11'-0" A.F.F.
B.O. GYP. BD. CEILING
°INISH CEILING AS
SCHEDULED
5/8" GYP. BD. ON METAL
STUDS
T-8 1/2" A.F.F.
3.0. GYP. BD. CEILING
_L DECK VOIDS WITH FIRE SAFEING
SULATION AND FULLY SEAL BOTH
DES AT RATED PARTITIONS WHERE
SQUIRED FOR 1 HOUR FIRE RATED
iSEMBLY, UL #465
(ISTING METAL DECK
" DIAMETER KB -3 AB, 2" MIN.
WED TO SLAB AT 24" O.C.
�E (2) #14 AT METAL DECK
THOUT CONCRETE FILL
GA TRACK WITH W LEGS
2YWALL SCREWS. ATTACH GYP.
). TO STUDS ONLY. DO NOT
:REW WITHIN 2" OF BOTTOM OF
:EP LEG TRACK, typical
DETAIL - DEMISING PARTITION UL # 465
A-6.1 3" = 1' 0"
1
A-6.1
TOP CHORD OF STEEL
YV.I.F.
FIRE SAFE/SEAL AS REQUIRED
FOR 1 HOUR FIRE RATED
ASSEMBLY, UL #U465.
PATCH/REPAIR AS REQUIRED TO
MAINTAIN RATED PARTITION. -
FINISHED CLG.
REF. A-3.1 FOR HGT.
L-7
CEILING AS SCHEDULED
ANN TAYLOR
5/8" TYPE "X" GYPSUM BOARD
DEMISING WALL
PROVIDE FIRE RETARDANT BLOCKING @ SIM. AS
REQUIRED FOR SECURING DRESSING ROOM
MIRROR BUILD -OUT. PATCH/REPAIR GYP. BD. AS
REQUIRED AND PROVIDE SMOOTH/CONTINUOUS
SURFACE.
METAL STUD FRAMING
CONTINUOUS PERIMETER
SEALANT BOTH SIDES AT RATED
PARTITIONS WHERE REQUIRED FOR 1
HOUR FIRE RATED ASSEMBLY, UL #465
BASE AND FLOOR
FINISH AS SCHEDULED
A DEMISING WALL AT ANN TAYLOR LOD
A-6.1 1 1/2" = 1'0"
ADJACENT TENANT
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6"
3 LIGHT ALCOVE AT CASHWRAP DETAIL
A-6.1 3"= 1' 0"
s y 8
A-6.1 A-6.1
SIM.
TOP CHORD OF STEEL
V.I.F.
5/8" TYPE 'X' GYP. BD. TO 6"
ABOVE FINISHED CEILING
io
FINISHED CLG.
REF. A-3.1 FOR HGT.
CEILING AS SCHEDULED -
5/8" TYPE "X" GYPSUM
BOARD, BOTH SIDES
5/8" TYPE 'X' GYP. BD. (USE
WATER RESISTANT GYP. BD. AT
TOILET ROOM LOCATIONS) -
SOUND BATTING
INSULATION AT TOILET
ROOM AND OFFICE
LOCATIONS ONLY
3-5/8"20 GA. METAL STUD
FRAMING @ 16" O.C.
CONTINUOUS PERIMETER
SEALANT
BASE AND FLOOR
FINISH AS SCHEDULED
C NON RATED PARTITION
A-6.1 1 1/2" = 1' 0"
STICAL METAL STUD
4CE TO STRUCTURE
1/2" A.F.F.
GYP. BD. CEILING
LING AS SCHEDULED
GYP. BD. ON 3-5/8"
GA. METAL STUDS
' A.F.F.
OF SOFFIT
MIRROR BY OTHERS
-ARMSTRONG GRID
SYSTEM
11'-00" A.F.F.
B.O. GYP. BD. CEILING
- 5/8" GYP. BD.BEYOND
ON METAL STUD z
FRAMING AT BOTH fO
ENDS OF LIGHT
ALCOVE
BLOCKING AS
REQUIRED
STAGGERED LINEAR
FLUORESCET LIGHT
FIXTURES WITH 4" MIN.
STAGGERED.
PARTITION AS
SCHEDULED
5/8" GYP. BD. ON
METAL STUD FRAMING
9'-07 3/4" A.F.F•
B.O. GYP. BD. CEILING
PROVIDE FIRE RETARDANT
BLOCKING AT SIM. AS REQUIRED
TO SECURE DRESSING ROOM
MIRROR BUILD -OUT
I.VKKNVK
5 FITTING CORRIDOR ENTRY SOFFIT
A-6.1 3" = 1' 0"
IL
BOTTOM OF STRUCTURE
*12 HANGER WIRE TO
STRUCTURE
VERTICAL METAL STUD
BRACE TO STRUCTURE
9'-8 1/2" A.F.F.
B.O. GYP. BD. CEILING
CEILING AS SCHEDULED
9'-0" A.F.F.
B.O. GYP. BD. CEILING
5/8" GYP. BD. ON METAL
STUDS
QUIRK MOLDING
8'-0" A.F.F.
B.O. SOFFIT
)RYWALL MAIN BEAM PER
4ANUFACTURERS
iPECIFICATIONS
)RYWALL CROSS TEE PER
1ANUFACTURERS
SPECIFICATIONS
=1NISHED CEILING
GYP. BD. WITH SKIM
COAT PLASTER, TYP.
2 TYPICAL CEILING SECTION DETAIL - FRONT OF HOUSE
A-6.1 3" = 1' 0"
B DRYWALL FURRED OUT PARTITION
A-6.1 1 1 /2" = 1' 0"
4 LOUNGE ENTRY SOFFIT TRANSITION
A-6.1 W = 1' 0"
VERTICAL METAL STUD
BRACE TO STRUCTURE
11'-0" A.F.F.
B.O. GYP. BD. CEILING
°INISH CEILING AS
SCHEDULED
5/8" GYP. BD. ON METAL
STUDS
T-8 1/2" A.F.F.
3.0. GYP. BD. CEILING
_L DECK VOIDS WITH FIRE SAFEING
SULATION AND FULLY SEAL BOTH
DES AT RATED PARTITIONS WHERE
SQUIRED FOR 1 HOUR FIRE RATED
iSEMBLY, UL #465
(ISTING METAL DECK
" DIAMETER KB -3 AB, 2" MIN.
WED TO SLAB AT 24" O.C.
�E (2) #14 AT METAL DECK
THOUT CONCRETE FILL
GA TRACK WITH W LEGS
2YWALL SCREWS. ATTACH GYP.
). TO STUDS ONLY. DO NOT
:REW WITHIN 2" OF BOTTOM OF
:EP LEG TRACK, typical
DETAIL - DEMISING PARTITION UL # 465
A-6.1 3" = 1' 0"
1
A-6.1
TOP CHORD OF STEEL
YV.I.F.
FIRE SAFE/SEAL AS REQUIRED
FOR 1 HOUR FIRE RATED
ASSEMBLY, UL #U465.
PATCH/REPAIR AS REQUIRED TO
MAINTAIN RATED PARTITION. -
FINISHED CLG.
REF. A-3.1 FOR HGT.
L-7
CEILING AS SCHEDULED
ANN TAYLOR
5/8" TYPE "X" GYPSUM BOARD
DEMISING WALL
PROVIDE FIRE RETARDANT BLOCKING @ SIM. AS
REQUIRED FOR SECURING DRESSING ROOM
MIRROR BUILD -OUT. PATCH/REPAIR GYP. BD. AS
REQUIRED AND PROVIDE SMOOTH/CONTINUOUS
SURFACE.
METAL STUD FRAMING
CONTINUOUS PERIMETER
SEALANT BOTH SIDES AT RATED
PARTITIONS WHERE REQUIRED FOR 1
HOUR FIRE RATED ASSEMBLY, UL #465
BASE AND FLOOR
FINISH AS SCHEDULED
A DEMISING WALL AT ANN TAYLOR LOD
A-6.1 1 1/2" = 1'0"
ADJACENT TENANT
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No 1090
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FULL SCALE (24X36):
1/8" = 1'-0"
HALF-SIZE (12X18):
1/16"= 1'-0"
(unless otherwise noted)
sheet
Am601
PARTITION TYPES &
CEILING DETAILS
0
CD
A
FULL SCALE (24X36):
1/8" = 1'-0"
HALF-SIZE (12X18):
1/16"= 1'-0"
(unless otherwise noted)
sheet
Am601
PARTITION TYPES &
CEILING DETAILS