HomeMy WebLinkAboutA-53 5/8" ME
SET IN THE
BEADS OF
FLOOR SLA
STRUCTURA
+13' -4"
STEEL BEA
DRAWINGS
NOTE: ANC
TO BEAM �
(IF REQUIR
Q�- +9'-o"
CEILING -
ROOM FINI
DETAIL
SCALE: 1 1/2" =1' -0" A -5
2 LAYERS 1/2" DRYWALL
3" SOUND— ATTENUATING
BATT INSULATION
1/2" RESILIENT CLIPS ®24" o.c.
3" SOUND— ATTENUATING
BATT INSULATION
ON IMPALING PINS
ADHERED TO BEAM
CONTINUOUS METAL CONTROL JOINT
3 5/8" STEEL STUDS, 20 GA., ®16 "o.c.
(TYPICAL ABOVE AND BELOW BEAM)
2 LAYERS 1/2" C
3" SOUND — ATTEND
BATT INSULATION
1/2" RESILIENT C
,TOR SILL ASSEMB
- EVATOR SUPPLIER
BE INSTALLED
RE WALL CONSTRU
3" SOUND —ATTEN
BATT INSULATION
ON IMPALING PIN,
ADHERED TO BEA
INUOUS METAL CO
PTOR CHANNEL AT
-LOW BEAM DEFLE
3 5/8" STEEL S-
(TYPICAL ABOVE
3 5/8" METAL RUNNER CHANNEL
SET IN THREE (3) CONTINUOUS
BEADS OF ACOUSTICAL SEALANT
FLOOR SLAB - REFER TO
STRUCTURAL DRAWINGS
+13' -4"
DETAIL (--8
SCALE: 1 1/2 " =1' -0" A -5
STEEL BEAM - SEE STRUCTURAL
DRAWINGS
ANCHOR RECEPTOR CHANNEL TO BEAM
WITH CONTINUOUS CLIP ANGLE
BY METAL STUD INSTALLER
RECEPTOR CHANNEL AT TOP OF WALL
TO ALLOW BEAM DEFLECTION
CEILING - REFER TO
ROOM FINISH SCHEDULE
TRUSS BEARING
EL. +25' -8"
SECOND FLC
EL. + 13' -4'
FIRST FLOOR
EL. +0' -0"
ELEVATOR PIT
EL. -4' -0"
NNER CHANNEL
CONTINUOUS
-ICAL SEALANT
EFER TO
ZINGS
+ 13' -4 "5o
--E STRUCTURAL
+9'-o" 50
TO
�EDULE
FIRST FLOOR PLAN
ELEVATOR #1
SCALE: 1/4!'=l'—O"
T
SECOND FLOOR PLAN
ELEVATOR #1
SCALE: 1/4!'=l'-O"
NOTE: EQUIPMENT ROOM
WALL CONSTRUCTION IS
SAME AS ELEVATOP cues
FIRST FLOOR PLAN
ELEVATOR #2
SCALE: 1/4 " =1' -0"
BEAM BEYOND TO
RT ELEVATOR GUIDE
REFER TO
-URAL DRAWINGS
STRUCTURAL
FOR PIT
CTION
3'
' A -5
AL TRUSS BEARIN,
EL. +25' -8"
VSECOND FLC
EL. +13' -4'
OJL FIRST FLOOR
EL. +0' -0"
ELEVATOR PIT
EL. -4' -0"
"2
A -5
SECOND FLOOR PLAN
ELEVATOR #2 (--4----,
SCALE: 1 /4" =1 ' -0" Q -J
DETAIL r7'�
E LEVATOR #2 SECTION �
ELEVATOR #1 SECTION
�5
SCALE: , ,iz- =,' -a' a -5
scare ,�o�_,� -o,. a —�
SCALE: ,i >"=,'-a"
�5
AM BEYOND TO
ELEVATOR GUIDE
EFER TO
AL DRAWINGS
) STRUCTURAL
FOR PIT
�TION
DRAWING RLE: 92845A5.DWG
DATE: 1 -19 -93
REV.: 1 -20 -93
R$V.: 2 -1 -93
REV.: 2 -10 -93
REV.: 2 -17 -93
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