05-893-0052
NOTE: EXIT DOORS SHALL -
BE OPENABLE FROM THE
INSIDE WITHOUT THE USE OF
A KEY, SPECIAL_
KNOWLEDGE, OR EFFORT
E1 Floor Plan
HEIGHT "H"
STUD SIZE *
TTOM TRACK
TOP TRAGIC
8'-0" SPAN
11'4" SPAN
UP TO 16 FT.
3 5/8" x 2504
3 5/8' x WsA
3 5/8' x 18GA
3 518": x I6GA. DL
I6 FT. TO 20 FT.
0 x 20CA.
b" x IBGA
O x WCA
0X V GA.
20 FT, TO 26 FT,
0 x IBGA
6" x 1804
1 6" x WSA
6" x *GA. a-
* NON- BEARING STUD PARTITIONS ONLY,
lE
*STUDS AT FITTING ROOM PARTITION TO BE 22GA. MIN.
1, ALL STUD PARTITIONS REQUIRE GYP. BD, BOTH SIDES FOR THE
FULL HEIGHT OF THE STUDS UNLESS SPECIFICALLY DETAILED
OTHERWISE,
2. ALL PARTITIONS SHALL HAVE GYP. BD, WHICH EXTENDS 6"
ABOVE THE SUSPENDED CEILING UNLESS SHOWN AND /OR NOTED
OTHERWISE.
3. PLYWOOD MAY 13E SUBSTITUTED FOR GYP, BD. WHERE SO
DIRECTED BY THE ARCHITECT,
C 4. ALL STUD PARTITIONS SHALL HAVE CONTINUOUS LINES OF
BRIDGING SPACES AT 4' -0" O.G. MAX. THE BRIDGING SHALL
BE SECURELY FASTENED TO THE STUDS WITH EITHER SCREWS OR
WELDS,
5. ALL STUDS SHALL BE "CEE" WITH FLANGE STIFFENERS.
6. THE MATERIALS AND DETAILS SHOWN ARE FOR TYPICAL
INSTALLATIONS. WHERE THE STUD MANUFACTURER'S
RECOMMENDATIONS OR LOCAL ORDINANCES ARE MORE
RESTRICTIVE, THEY SHALL APPLY,
7, TYPICAL FASTENERS:
• A. STEEL STUDS TO STEEL. STUDS OR TRACKS:
•8- 115X1/2" TEKS/2 WITH PHIL PAN HEAD FOR 25GA OR 20GA.
•10- 16X9/16" TEKS /3 WIT14 PHIL PAN HEAD FOR INTERCONNECTION
18GA OR 16GA.
B B.STEEL STUDS OR TRACKS TO WOOD PURLINS, GIRDERS, AND BEAMS:
'14- IOXI -1/2" H.W.N. TYPE "S" METAL-TO-WOOD TEKS.
C. STEEL.. STUDS OR TRACKS TO STRUCTURAL STEEL (TUBE STEEL.., WIDE
FLANGE, COLUMNS, BEAMS, GIRDERS, ETC.):
TEKS /3 OR TEKS /4, GAUGE AND LENGTH AS REQUIRED FOR THE
COMBINED THICKNESS OF THE FRAMING TO BE DRILLED.
D,PLYUIOOD TO STEEL STUDS:
•10- 24X3 /4" TEK9/3 (PLYMETAL TEKS) WITH THIN WAFER HEAD.
E. GYP, BD, TO STEEL STUDS:
'7xw4" HI-LO TYPE "S" BUGLE HEAD SCREWS FOR 3/8" TO 5/8" GYP,
BD. TO 25GA OR 2OGA STUDS,
•6XI -1/4" TYPE "5-12" BUGLE HEAD SCREWS FOR 3/8" TO 5/8" TO ISGA
OR I&GA STUDS OR TRACKS.
Al Partition Framing
Specifications
1 2
3
5
NESTED BRACING AT
4'-0" O.C. MAX. WITH
I, THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE
LENGTHS NOT TO
CEILING_ ELEVATION
EXCEED 6' -0" IN HEIGHT,
PLUS SIX INCHES,
ALTERNATE SPACING,
t,
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Details
TYPICAL.
1�
--- - - - - --
_
�LINEOFCEILING --
6 "XI&GA TRACK
SHOWN DASHED.
OVER 3 5 /8 "X18GA
1F
TOP TRACK, SCREW
3 5/8 "X2504 "GEE"
TOGETHER AT 12" O,C,
x401
STUDS AT 16" O,G,
STAGGERED.
MAX, (RR 24923),
(RR 24923)
CR05S PARTITIONS
3 /4 "X18GA COLD
MORE THAN 9' -0" LONG
ROLLED STEEL
UNLESS SPECIFICALLY NOTED OTHERWISE,
MAY BE SUBSTITUTED
CHANNEL BRIDGING
5, ALL INTERIOR DIMENSIONS ARE TO FINISH FACE OF PARTITION, TYPICAL,
FOR BRACES, END OF
SPACED AT 4' -0" O.G.
6, INTERIOR DOORS SHALL BE LOCATED 4" FROM NEAREST ADJACENT WALL, TYPICAL
CROSS PARTITIONS
HORIZONTALLY.
UNLESS NOTED OTHERWISE,
MUST BE BRACED,
(RR 24923)
7, PATCH AND LEVEL EXISTING CONCRETE FLOORING AS NECESSARY TO PROVIDE A
t
SMOOTH SURFACE FOR THE SPECIFIED FINAL FLOOR FINISH, TYPICAL,
SHELVING AND FIXTURES
BOTTOM TRACK WITH
8, CONTRACTOR TO REVIEW AND COORDINATE ALL BUILDING SERVICES AS REQUIRED,
MAY REQUIRE CLOSER
"HILTI ", NK SERIES
FOR OWNER FURNISHED ITEMS INSTALLED BY OWNER'S CONTRACTOR,
STUD SPACING.
DRIVE PINS AND R36
PROVIDE SOLID BLOCKING AT ALL SHELVING, HANDRAILS, GRAB BARS, TOILET
COORDINATE WITH THE
DISCS AT 32" O,C.
ROOM ACCESSORIES, FIXTURES AND WALL HUNG LAVATORIES,
FLOOR PLAN AS
MAX (RR 2582)
NECESSARY.
3
3 5 /8 "X18GA NESTED
BRACES EACH WAY AT
4' -0" O,G, MAX. SCREW
TOGETHER AT 7' -0" O.G.
ON EACH FLANGE.
1L MIM aim BR,BGRJG
2
5
7
FIELD VERIFY Ram P >
S�RE HEIGHT
USE APPROVED FIRESTOPPING
MATERIAL AT GAPS OR OPENINGS
TO MAINTAIN FIRE SEPARATION
REQUIREMENTS.
METAL TRACK ANCHORED TO
EXISTING STRUCTURE ABOVE AT 24"
O.G. MAX. AND 12" FROM EACH END,
PROVIDE DEFLECTION HEAD AS
REQUIRED,
a
LISNEOU NFDASNm —�
PROVIDE BRIDGING AT
SALES AREA, TYPICAL. -I I C
3 5/8" METAL STUDS AT 24" O,C, n
PROVIDE DIAGONAL BRACING AT
4' -0" O.G. MAX. (REFER TO
PARTITION FRAMING SCHEDULE
FOR ADDITIONAL INFORMATION.)
5/8" TYPE "X" GYP. BD, BOTH
SIDES OF METAL STUDS WITH FINISH
AS SCHEDULED ON SHT, A,301,
SCHEDULED FINISH FLOOR
AND BASE SHOWN DASHED,
EXISTING FLOOR SLAB. —�
METAL STUD TRACK TO
FLOOR AT 24" O,C, MAX µ `
AND 12" FROM EACH END.
PARTITION TYPE AS SHOWN ON
FLOOR PLAN, REFER TO
"PARTITION FRAMING SCHEDULE" 1
FOR ADDITIONAL INFORMATION.
A6 Partition DGAIa.811
11/2' =1' -0' Gyp. Bd. Both Sides
6 1 7
FIELD VERIFY3"tq a ` ` E' bTF
� 'i.. '�� � � �'�
STRUCTURE HEIGHT
METAL TRACK ANCHORED TO
EXISTING STRUCTURE ABOVE AT 24"
O,C. MAX, AND 12" FROM EACH END,
PROVIDE DEFLECTION HEAD AS
REQUIRED,
LINE OF CEILING
SHOWN DASHED.
PROVIDE BRIDGING AT
SALES AREA, TYPICAL.
3 5/8" METAL STUDS AT 24" O,C,
PROVIDE DIAGONAL BRACING AT
4' -0" O,C, MAX. (REFER TO
PARTITION FRAMING SCHEDULE
FOR ADDITIONAL INFORMATION,)
5/15" GYP. BD. BOTH SIDES OF
METAL STUDS WITH FINISH AS
SCHEDULED ON SHIT, A,301,
SCHEDULED FINISH FLOOR
AND BASE SHOWN DASHED.
EXISTING FLOOR SLAB. I F
METAL STUD TRACK TO "E 01 1
1 ,10
FLOOR AT 24" O,C, MAX a
AND 12" FROM EACH END.
PARTITION TYPE AS SHOWN ON
FLOOR PLAN, REFER TO
"PARTITION FRAMING SCHEDULE"
FOR ADDITIONAL INFORMATION,
A8 I artition Detail
11/Y =1'-0' Gyp. Bd. Both Sides
8 1 9
10
11
12
FIELD VERIFY p'r •w:� hvF i $
STRUCTURE HEIGHT
METAL TRACK ANCHORED TO
EXISTING STRUCTURE ABOVE AT 24"
O,C, MAX. AND 12" FROM EACH END,
PROVIDE DEFLECTION HEAD AS
REQUIRED,
LINE OF CEILING Q
SHOWN DASHED. b
PROVIDE BRIDGING AT — — —
SALES AREA, TYPICAL,
3 5/8" OR 2 1/2" METAL STUDS AT
24" O,C, PROVIDE DIAGONAL
BRACING AT 4' -0" O.C. MAX,
(REFER TO PARTITION FRAMING
SCHEDULE FOR ADDITIONAL
INFORMATION.)
5/8" GYP, BD, WITH FINISH AS ,
SCHEDULED ON SHIT, A301,
SCHEDULED FINISH FLOOR +
AND BASE SHOWN DASHED.
EXISTING FLOOR SLAB.
METAL STUD TRACK TO
FLOOR AT 24" O.C. MAX
AND 12" FROM EACH END.
PARTITION TYPE AS SHOWN ON
FLOOR PLAN, REFER TO
"PARTITION FRAMING SCHEDULE"
FOR ADDITIONAL INFORMATION.
A10 Partition D,,L. I
1112' =1' -0' Gyp. Bd. One Side
11 1 12
13
vsac.� yr
14
� �Na
II o
LL
II
( SIGN
BAND
ABOVE
SHOWN
DASHEC
i
n�
LINE
SE
SIGN
ABOVE
M -Retdl Erphmdng, Inc.
760 Amawdo EIIV .
wedwdus, off 49M
814.0182929 I= 614.818.4397
Floor Plan Legend
EXISTING CONSTRUCTION
TO REMAIN,
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General Notes
17
1524 Delancey Street
Philadelphia, PA 19102
www.spg3.com
t, 215.735.1524
f. 215.735.4949
Ed-
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W:,
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LINE OF CEILING
SHOWN DASHED,
a
W�62 v`
t`,.
• • � •`.Y,n"�ii 13�'�rl� ff ..%r wok ,..C. �E.i � S -0��.
A13 Partition Detail
1112' =1' -0' Furred Partition
1:i 1 14
PROVIDE ONE CERTIFIED
2A-1013C FI E
EXTINGUISHER
For each 3000 sq. ft• and with a ma;dmum
travel distance to reach o> 7 he floor
Top not to exceed 5' above
BY
MIAMI-DA DE FIRE �T
s+'K- ______BC�s� VM7ER �, WO L
� Y
EXISTING PORTIONS OF BUILDINGS SHALL COMPLY,
AS ET FORTH IN FLORIDA FIRE PREVENTION CIE.
ON CODE,
05,26,05 EIRE REVIEIU COMMENTS Qj
04,19,05 ISSUED FOR TENANT AND BUILDING
DEPARTMENT REVIEW
Date Issue Rev. No.
U Against The mall
Space No. A -10
The Shops at Sunset Place
South Miami, FL
Floor Plan Prol. No.: 5016.00
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I, THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE
• •
artitior
ARCHITECT OF ALL DISCREPANCIES BEFORE PROCEEDING WITH CONSTRUCTION,
2, THE DESIGN DOCUMENTS ARE BASED ON PREVIOUS "AS-BUILT" TENANT DRAWINGS
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Details
DISTRIBUTED BY THE LANDLORD. IT IS INCUMBENT UPON THE GENERAL
1�
M
CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS FOR ACCURACY AND
NON - INTERFERENCE OF EXISTING LANDLORD UTILITIES INCLUDING PIPING WHICH MS
REMAIN,
1F
3, THE GENERAL CONTRACTOR SHALL PATCH, REPAIR, OR REPLACE PORTIONS Or-
THE EXISTING DEMISING PARTITIONS AND COLUMN SURROUNDS AS NECESSARY TO
x401
MAINTAIN THE REQUIRED FIRE SEPARATIONS AS DETERMINED BY T14E LANDLORD
AND LOCAL CODES,
4, METAL STUD IS EQUIVALENT TO STEEL STUD IN THESE CONSTRUCTION DOCUMENTS
UNLESS SPECIFICALLY NOTED OTHERWISE,
5, ALL INTERIOR DIMENSIONS ARE TO FINISH FACE OF PARTITION, TYPICAL,
-SIGN
BAND
6, INTERIOR DOORS SHALL BE LOCATED 4" FROM NEAREST ADJACENT WALL, TYPICAL
ABOVE
UNLESS NOTED OTHERWISE,
SHOWN
DASHED
7, PATCH AND LEVEL EXISTING CONCRETE FLOORING AS NECESSARY TO PROVIDE A
SMOOTH SURFACE FOR THE SPECIFIED FINAL FLOOR FINISH, TYPICAL,
8, CONTRACTOR TO REVIEW AND COORDINATE ALL BUILDING SERVICES AS REQUIRED,
m B
FOR OWNER FURNISHED ITEMS INSTALLED BY OWNER'S CONTRACTOR,
Z
PROVIDE SOLID BLOCKING AT ALL SHELVING, HANDRAILS, GRAB BARS, TOILET
ROOM ACCESSORIES, FIXTURES AND WALL HUNG LAVATORIES,
Ed-
- - `
W:,
- - _ • �x
LINE OF CEILING
SHOWN DASHED,
a
W�62 v`
t`,.
• • � •`.Y,n"�ii 13�'�rl� ff ..%r wok ,..C. �E.i � S -0��.
A13 Partition Detail
1112' =1' -0' Furred Partition
1:i 1 14
PROVIDE ONE CERTIFIED
2A-1013C FI E
EXTINGUISHER
For each 3000 sq. ft• and with a ma;dmum
travel distance to reach o> 7 he floor
Top not to exceed 5' above
BY
MIAMI-DA DE FIRE �T
s+'K- ______BC�s� VM7ER �, WO L
� Y
EXISTING PORTIONS OF BUILDINGS SHALL COMPLY,
AS ET FORTH IN FLORIDA FIRE PREVENTION CIE.
ON CODE,
05,26,05 EIRE REVIEIU COMMENTS Qj
04,19,05 ISSUED FOR TENANT AND BUILDING
DEPARTMENT REVIEW
Date Issue Rev. No.
U Against The mall
Space No. A -10
The Shops at Sunset Place
South Miami, FL
Floor Plan Prol. No.: 5016.00
[, r
17
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artitior
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Details
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