HomeMy WebLinkAboutA012-DetailsNOT USED
NOT USED
��TT�SCA�E I S I NOT USED
��TT�SCA�E I RI NOT USED
BEFORE MSTALLING ANCFIORS, CONTRACTOR
SHALL VERIFY WITFI MALL MANAGEMENT TFIAT
ATTACHMENT SHOWN IS ACCEPTABLE.
ATTACN OO TO
EXISTING STEEL
W/ (3) - ttl2
SCREWS
EXISTING JOIST CNORD
OR BEAM FLANGE
BR� DG WG
PROVIDE I-I/2"
COLD-ROLLED
CFIANNEL @ 5'-0" O C_
(MAX.). SCREW OR �
WELD TO EACN STUD
PER MANUFACTURER'S
RECOMMENDATIONS
(POR LATER4L
BRACING).
(6) - #12 SCREWS @
EACN ATTACNI7ENT
CONTI
IXISTING METAL
DECK
(2) - ttl2 (2) - #12
SCREWS @ � SCREWS @
16" O.C. 16" O.C_
NT WALL
�
A
VIEW A-A
EXISTING
METAL DECK
�m I
VIEW C-C
RELEA5E0 FOR CONSTRIICTI�N
Su6jec��o compliance with allregula�ions
of S�a�e antl Local Codes
City of Carmel
�
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DATE: 03�20�20
FULL NT
WALL
EXISTING ATTACF! OO TO
JOIST EXISTING STEEL
C4lORD W/ (3) - itl2
SCREWS
�EXISTING METAL DECK
VIEW B-B
EXISTING BAR
JOISTS @ 6'-0"
Q4 (MAX.)�
VER?ICAL
STUD WALL
PERPENDICULAR
TO EXISTING
JOISTS
A' r
FULL NEIGNT A � � A � �
WALL
PARTIAL ROOF PLAN - WALLS
PERPENDICULAR TO EXIST JOIST
EXISTING BAR JOISTS
@ 6'_0" O.C. (MAX.)
a
E
�t �� I �, a
� �
PARTIAL ROOF PLAN - WALLS
PARALLEL TO EXIST JOIST
NT AT FULL HEIGHT WALLS - NON-SEISMIC
CODED NOTES:
QI SEISMIC DESIGN
CATEGORY A 4 B
- 18 GA MTL
STUD W/ 18 GA
DEEP LEG TRACK.
ttI2 SCREWS @ 6° Q
O.C. (MAX.) $ 2" �
FROM EACN END ���
��
(MATGN DEPTN OP
FULL N?. WALL)
OO VERTICAL SLOTTED SLIP-TRACK "SLP-TRK"
BY DIETRICLI SYSTEMS, INC. CONNECT
VERTICAL STUD TO SLIP-TRACK W/
SCREWS PER MANUFACTURER'S
RECOMMENDATIONS.
NorTOS�A�E IMI NOTUSED
��TT�SCA�E I L I NOT USED
VERTICAL STUD
WALL PARALLEL
TO EXISTWG
JOISTS � �
CQNTINU�US
SEE VIEW B-B
FOR CONNECTION
600T125-68 TOP �
BOT. ATTAGH TG
SiUD W/ (I) tt10
SGREw EA. FLG.
NOT To s�A�E I H
b005Ib2-54
ATI6"0G
MIDWALL600 MW-48 AT 16
0 L ATTACH TO 6005162-
THROUGH ALL GUIDE HOLI
W/ #12 SGREWS
DO NOT PASTEN TO CEILING OR
DECK. A??ACFI TO 57RUCTURE
: PER LANDLORD REQUIREMENTS_
VARIES REF6�2 TO RGP
ANGLE
8 GA NANGER WIRE @ qg"�
AND WITNIN 6" OF ALL
CARRYING CNANNEL ENDS
7/8" METAL FURRING GHANNEL
@ RIGNT ANGLE TO CARRIER
CNANNELS AND SPACED I6"
O.C. -KEEP FURRING WITNIN
3" OF WALLS AND MAINTAIN I"
QEARANCE @ ALL
PERPANDIGULAR WALLS AND
PARTITIONS
I-I/2° STEEL CARRIER
CNANNEL @ 48" OC AND
WITNIN 3" OF PARALELL
WALLS (SPACE 24" OC OR
FIRE RATED
CONSTRUCTION)-MA TAIN I"
CLR @ ABUTTING ALLS
AND PARTITION
5/8" TYPE
BOARD —
�
��TT�SCA�E I G I CANTILEVERED PARTITION
NOTE: DO NOT FASTEN TO ROOF DECK.
ATTACN TO STRUCTURE ABOVE PER
L,�,NDLORD REQUIREMENTS. (TYP.)
h13i_pn
�8.0. f1ETAL FRAI
'MECNANICALLY
FASTEN AS
APPROPRIATE
POR EXISTING
STRUCTURE
MTL
C4IANNEL
CLIP OR IS
GA NANGER
WIRE
6" METAL STUD.
SEE NAIOJ
I2 GA HANGER WIRE @
48" O.C. AND WITFIIN 6"
OF ALL END MEMBERS
SUSPENDED T-BAR GRID
PER FINISN SCNEDULE —
}�REFER TO RCP
(N) CEILING
SUSPENDED ACOUSTICAL
CEILING TILE PER FINISN
SCNEDULE
� I SUSPENDED GYP. BD. CEILING I° '� 6� 9 I E I SUSPENDED ACT CEILING
NOT TO SCALE
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ARCH JOB # 2019.050 0
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DRAWING NUMBER:
A A10.3