12-86 2OF7-068J
H
G
F
I
E
D
it
C
B
t
4
STRUCTURE ABOVE
5
WHERE GYP. BOARD EXTENDS UP TO
STRUCTURE PROVIDE CONT. SEALANT
AROUND STRUCTURE & ALL PENETRATIONS
EXTENDED ONE SIDE OF GYP. BD.
TO UNDERSIDE OF STRUCTURE SLAB AT
OARTITION TYPES P -9A & P -9C ONLY
3 11Z' SOUND BATT FIBERGLASS
NSULATION @ PARTITION TYPES
P -9C
METAL STUD BRACE @ CEILING
FIN. CLG. AS SCHEDULED
3 5/8" MTL. STUD @
24" O.C. UP TO STRUCTURE
NBOVE
5/8" GYP. BD.
20 GA. X 3" METAL STRAP @
v -0" O.C.
SEALANT
FIN FLOOR & BASE AS
SCHEDULED
P-9 AS SHOWN.
SAME
UNDERSIDE OF STR CTURAM SLABD EXTENDED
SAME AS 1P_9A1TO
IP-9 B GATT INSULATION
XCEPT 3 1 /7' SOUND
P — 9 C BATT INSULATION Xk GYP. BO RDS�XT LADED TO
UNDERSIDE OF STRUCTURAL SLAB
STRUCTURE ABOVE
EXPOSED JOINTS TOOLED
5/8" 3 —COAT
PORTLAND CEMENT
PLASTER BOTH SIDES @ PARTITION TYPE
P -20B
ONMO ES SIDE
5/8" 3 —COAT
PORTLAND CEMENT
PLASTER ONE
SIDE @ PARTITION TYPE
P -20A
P -20 EXCEPT
.8" CONCRETE
BLOCK. SEE STRUCTURAL
DWGS. FOR REINFORCEMENT,
FOUNDATIONS AND
CONNECTIONS
DETAILS. 2 HOUR RATED BLOCK
AT PARTITION
TYPES P -20C &
FP-20D].
P-2UE BLOCKAS
4 HR. RATED
BLOCK AT PARTITION TYPE
P -20E
FINISH FLOOR & BASE AS SCHEDULE
FIRE SEALANT (BOTH SIDES)
0
i
9 10 11 12
STRUCTURE ABOVE
WHERE GYP. BOARD EXTENDS UP TO
STRUCTURE PROVIDE CONT. SEALANT
AROUND STRUCTURE & ALL PENETRATIONS
EXTENDED ONE SIDE OF GYP. BD.
TO UNDERSIDE OF STRUCTURE SLAB AT
PARTITION TYPES P -10A & P -10C ONLY
EXTEND BOTH SIDES OF GYP. BD.
f0 UNDERSIDE OF STRUCTURAL SLAB AT
'ARTITION TYPES P -10B ONLY
3 112" SOUND BATT FIBERGLASS
NSULATION @ PARTITION TYPES P -10C ONLY
METAL STUD BRACE @ CEILING
FIN. CLG. AS SCHEDULED
3 5/8" MTL. STUD @
24' O.C. UP TO STRUCTURE
%BOVE
5/8" GYP. BD.
METAL STUD BRACE BRACE AS REQUIRED
v -0" O.C.
SEALANT @ BOTH SIDES
FIN FLOOR & BASE AS
SCHEDULED
P — 1 0 AS SHOWN.
P A TO M
UNDERSIDE OF SRUC MLABRD EXTENDED
SAME AS EXCEPT SIDES OF GYP. IP-10B EXTENDED T 0 U NDERSIDEBOFHSTRUCTURAL SLABD
SAME AS P -10 EXCEPT 3 1/7' SOUND
P 0 C BATT INSULATION k GYP. BOARD EXTENDED TO
UNDERSIDE OF STRUCTURAL SLAB
STRUCTURE ABOVE
USE FKS INSULATION BOARD OR COVER WITH DRYWALL
IN ALL RETURN AIR PLENUMS
3/4" RIGID INSULATION BOARD @ PARTITION
TYPES P -22A P -22C & P -22D EXTEND TO
UNDERSIDE OF STRUCTURAL SLAB
5/9'-3 COAT PORTLAND CEMENT PLASTER
@ PARTITION TYPES IP -22B] & P -22D
CEILING AS SCHEDULED
•
7
1" X 3" P.T. WOOD BLOCKING
@ CEILING & BASE (TYPICAL)
8" CONCRETE BLOCK. SEE STRUCTURAL
DWGS. FOR REINFORCEMENT, FOUNDATIONS AND
CONNECTIONS DETAILS. 2 HR. MIN. RATING
3/4" METAL FURRING @ 24' O.C.
5/8" GYP. BD. (NO BOARD @ PARTITION
TYPE
P-2Q] AS SHOWN.
SAME AS P -22 EXCEPT WITH
� EXCEPT
P-20A
PORTLAND CEMENT PLASTER
ONMO ES SIDE
EPT
EXCEPT
PORTLAND CEMENT PLASTER
P-20BI ON BOTH SID S
PORTLANDPCEMENTCPLAS ERH
P -20 EXCEPT
2 HOUR RATED CONCRETE
P-20CI BLOCKAS
CPLASTERHdc
P -20 EXCEPT
2 HOUR RATED CONCRETE
P-20D BLOCKAS
P -20 EXCEPT
4 HOUR RATED CONCRETE
P-2UE BLOCKAS
P -20 EXCEPT
3 HOUR RATED CONCRETE
P-20F BLOCKAS
1 2 3
4 5 6 7
FINISH FLOOR & BASE AS SCHEDULE
SEALANT
P -22 AS SHOWN.
1p— 2 SAME AS P -22 EXCEPT WITH INSULATION BOARD
P-22 B
SAME AS P -22 EXCEPT WITH
PORTLAND
CEMENT PLASTER
EPT
INSULATION
BOARD AND
P-2 2C
PORTLANDPCEMENTCPLAS ERH
CPLASTERHdc
INSULATIO
BOARD,
IP-22DI
PORTLAND CEMENT GYP.
BD.
CND
CEMENT PLASTER
IP-22E
ANDE2AHR. R4TEDXCONCREfE
BLOCK.
8 I 9 I 10
11
13
14
15
12
11191
17
OUSTICAL SEALANT
RUCTURE BEAM
'4" FURRING CHANNELS @ 16' O.C.
'2" FIBERBOARD BETWEEN TOP TRACT AND STRUCTURE
5/8" METAL STUDS
'4' COLD ROLLED CHANNELS @ 3RD. POINTS
' PARTITION. STAGGERED AND SCREWED TO STUDS
)UBLE ROW OF 3 5/8" METAL STUDS @ 16' O.C.
AGGERED
LAYERS OF 5/8" TYPE "X" GYPSUM BOARD
)TH SIDES
SEMI —RIGID SOUND INSULATION BOARD, 2.5 LB.
:NSITY — CREASED
,W CUT SLAB 1/4!' WIDE X 3/4" DEEP AT CENTERLINE
PARTITION
: OUSTICAL SEALANT BOTH SIDES
p— 11 AS SHOWN. 2 HR. RATED PARTITION UL # U493
13
14
NOTE:
CONSTRUCT THE PARTITION WITH ALL
THE REQUIREMENT OF THE UL TESTED
SYSTEM PREFERRED.
15 16
IGV
L
K
'OLP
NATIONAL CITY CENTER
P.O. BOX 7033
INDIANAPOLIS, IN 46207
(317) 636 -1600
THE
COMRAS
COMPANY
1111 Lincoln Road Mall
8aite 510
Miami Beach, FL. 33139
(305) 532 -0433
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to 1 i I�
AACHITICTUIM • iNGINUIUNG
RLANNING - INTIIIOR D15IGN
PARTITION TYPE GENERAL NOTES
(305) 666 -5474
1.— ALL INTERIOR FRAME PARTITIONS ARE P -1, UNLESS E FAX (305) 666 --4994
OTHERWISE NOTED. A.A.C. 000404
2.— ALL EXTERIOR BLOCK WALLS ARE TYPE P -20A, UNLESS MARCEL R. MORLOTE, A.I.A.
OTHERWISE NOTED. FL. ARCHITECT
FL. ARCH. REG. NO. 9564
3.— SEE FINISH SCHEDULES (A7.07 do A7.08) FOR
LOCATIONS OF WALL TILE. AT THESE LCATIONS
SUBSTITUTE 5/8° CEMENT TILE BACKER BOARD IN _
LIEU OF 5/e GYPSUM BOARD. r` .
r
4.— ALL EXPOSED BLOCK WALLS SHALL HAVE CONCAVE
TOOLED JOINTS. r
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5.— PROVIDE MIN. DOUBLE 20 GA. METAL STUDS AT BOTH,'
SIDES OF DOORS IN INTERIOR FRAME PARTITIONS.
ISSUE DATE
6.— PROVIDE MIN. 20 GA. METAL STUDS AT PARTITIONS
WITH WALL CABINETS.
7.— SEE SHEET A7. -- FOR FIRE RATED WALL PENETRATION Y REVISION DATE
DETAILS. _ 08 -07 -96
PRICING DOC.
8.— NOT ALL PARTITION TYPES DETAILED ON SHEET A7. -- _
-AND A7. -- ARE APPLICABLE.
- O
Z
- U
-0
_ B _cy-
EL
:Q
CADD FILE NAME
A706— RT.DWG
DRAWING TITLE
PATITION TYPES
SHEET NUMBER
A
17 I 18 I I of
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