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WALL CONSTRUCTION BELOW CEILING CIS
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8" CMU 5/8' GWB (EACH SIDE) ON DEEP LEG CHANNEL SECURED 5/8" GWB (ONE SIDE) ON 5/8" GWB (ONE SIDE) ON 3 5/8' 3 5/8 STEEL STUDS 0 16" OC TO STRUCTURE ABOVECID
oc
3 5/8" STEEL STUDS 0 16' OC STEEL STUDS 0 16" OC WITH
SOUND ATTENUATION FULL HEIGHT
REFER TO PLAN 3
MIN. CLEARANCE
W1 W2 W3 W4 FOR DEFLECTION FACE BRICK
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HORIZONTAL JOINT REINFORCING
DO NOT SECURE STUD i ``\````����ii�cii"���'��.,
5/8" GWB (EACH SIDE) 518' GWB (ONE SIDE) ON 5/8" GWB (EACH SIDE) TO CHANNEL - COMPRESSIBLE FILL ti•••••..,
• 6 STEEL STUDS 0 16 OC ON 6 STEEL STUDS AT----------
STEEL
I � ����i�.•''• �c�
ON 3 5/8 STEEL STUDS , _-_-- - CID
AT 16 OC WITH SOUND 16 OC WITH SOUND
ATTENUATION FULL HEIGHT ATTENUATION FULL HEIGHT HORIZONTAL BRIDGING r I- PROVIDE BACKER ROD AND SEALANT
SUPPORT
AS REQUIRED
CHANNEL INTERRUPT HORIZONTAL JOINT
REINFORCING ¢
W5 STC RATING 45-49 W6 W7 STC RATING 47-51
CONCRETE MASONRY UNIT
WALL CONSTRUCTION ABOVE CEILING
GWB • FINISH CEILING DEEP LEG TRACK X co
--HOLD TOP OF CMU 2 FROM SEE 4-A1.2 AND
B./TRUSS SEE REFLECTED METAL STUDS 1 BRICK EXPANSION JOINT
1 X 4 WOOD TRIM BOTTOM OF DECK/ -. - 5
CMU BOND BEAM STRUCTURE. CUT CMU, ? CEILING PLANS 5-A1.2
1 1/2»=1'-0" 1 1/2" = 1'-0'
BLO7CKING
TREATED WOOD BLOCKLAST FULL COURSE WHERE APPLICABLE, TO N O
ACCOMMODATE 2" DIMENSION. CMU BOND B./TRUSS
CMU BOND BEAM PACK 2" VOID W/ MINERAL BEAM GWB O Q
WOOL (0 NON -RATED) AND WALL TO 4• MINIMUM ABOVE HIGHEST w
FlRESTOPPING (® RATED) ADJACENT CEILING. SEE WALL CONSTRUCTION CMU SEE WALL CONSTRUCTION SEE WALL CONSTRUCTION Q _
BELOW CEILING FOR WALL W#D W#`' BELOW CEILING FOR W#D BELOW CEILING FOR
W#A CONSTRUCTION D WALL CONSTRUCTION WALL CONSTRUCTION w O� Q
FACE OF INTERSECTING WALL
CONCRETE CAP AND T.O. CONCRETE BACKER ROD AND
SOLID BULLNOSE T.O. CMU STEEL DECK EL. 129'-6" SEALANT BOTH SIDES Z Q
CMU EL 3 -8 A.F.F. 4" HIGH CMU_ J
GROUT SOLID - BACKER ROD STOP HORIZONTAL JOINT O J W
EIFS FINIS AND SEALANT REINFORCING SHORT OF W �"
CMU 2" EIFS MESH CONTROL JOINT 2" _ Q
_-= CASING BEAD C� M O J
W#E W#F-------------------/-:F - ----- W Z W Q
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TYPICAL CMU WALL
MORTAR, RAKE BACK TO RECEIVE O
INSULATION EIFS GROUND COAT BACKER ROD AND SEALANT V
STABILIZING ANCHOR AT 16" OC
ATTACHED TO INTERSECTING WALL
g WALL TYPES 6 E.I.F.S. AND EXPANSION JOINT 2 TYPICAL CONTROL JOINT E
3/4" = 1'-0" 3" = 1'-0" 1
I I w
REFER TO I •
PLAN [--CONTROL JOINT (CJ)
NOTE: CONDITION SIMILAR i CONTINUOUS TO TOP OF WALL ; •
FOR OTHER RECESSEDC,J CJ
UNITS INCLUDING MECHANICAL
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AND ELECTRICAL S
I
BOND BEAM, REFER TO I FLOOR SLAB
CONSTRUCTION JOINT •
4• MAX STRUCTURAL DRAWINGS
I S
i ° f ANCHOR CABINET SECURELY
TO MASONRY WALL AT JAMB BACKER ROD AND SEALANT STOP HORIZONTAL JOINT REINFORCING
SHORT OF CONTROL JOINT BY 2"
N SAME AS DOOR
SOLID CMU BEHIND CABINET O'-0" TO 6'-4" PVC CONTROL JOINT HORIZONTAL JOINT REINFORCING
(IN ONE HOUR RATED WALL CJ TO ONE SIDE 1/ » 2 LAYERS OF I 16' OC VERTICALLY
4" MIN.) CONTROL JOINT �`'� 5/8' GYPSUM WALLBOARD REINFORCING BAR, REFER
TO STRUCTURAL DRAWINGS
4" MAX SEMI RECESSED FIRE
EXTINGUISHER CABINET iGil z=
I a 1• ,ti I w a. �O
OVER 6'-4.* STUFF FULL WITH METAL STUDS *- _ `.
0114
SHIMS AS REQUIREDI
CJ BOTH SIDES
AT SILL AND JAMBS I SOUND ATTENUATION AT 16" OC
FIRE BLANKET. ~ 0
SASH BLOCK •
11 FIRE EXTINGUISHER CABINET (FEC)
CONTROL JOINT)
SASH BLOCK VARIES TYPICAL CONTROL JOINT
1 1/2' = 1'-0" LOCATION AS CLOSE AS
CONTROL JOINT 2 LAYERS OF POSSIBLE TO FLOOR SLAB 00
DOOR/OPENING WINDOWS, LOUVERS, OPENINGS 2 -HOUR RATED WALL 5/8" GYPSUM WALLBOARD CONSTRUCTION JOINT
BRICK REFER TO ELEVATIONS 1'-0» TYPICAL PLACEMENT OF CONTROL JOINTS IN 3 TYPICAL CONTROL JOINT
SEALANT 8 GYPSUM WALLBOARD AT OPENINGS 1 1/2-
1 -o»
8" CMU, REFER TO PLAN 1/2"-1'-0" / -
FLAT METAL TERMINATION BAR P 1 /2" MAX
ATTACHED TO MASONRY AT GROUT CMU SOLID AT CONTROL JOINT 5/8" GYPSUM WALLBOARD
M
V-0" O.C. TERMINATION BAR
I ----CONTROL JOINT (CJ)
CONCEALED THROUGH WALLb 80 CMU i CONTINUOUS TO TOP OF WALL I METAL STUDS
FLASHING GROUT SOLID (SEALANT TO 4" ABOVE STUFF FULL WITH AT 16' OC
4" EXPANSION JOINT MATERIAL I FINISH CEILING EXCEPT I ACOUSTICAL INSULATION 5-A1.2 W
CAVITY MORTAR PROTECTION 1/
_ I t-
G
t
AT RATED WALL TO BE FIRE BLANKET g
CELL VENT WEEPS AT 24" O.C.—,jFINISH FLOOR AND BASE REFER TO ROOM FULL HEIGHT.)
FINISH SCHEDULE
S.S. HEMMED DRIP EDGE I I 0'-0" TO 6'-4" 0'-0" TO 6'-4" N
VAPOR MOISTURE BARRIER REFER TO C
/ CJ TO ONE SIDE 5 8" GYPSUM WALLBOARD N TRUSS/STRUCTURE ABOVE � o o �
GROUT VOID PROJECT MANUAL CJ TO ONE SIDE CONTROL JOINT / N z
SOLID 1 -HOUR RATED WALL ~ `i' CID
° a a '-4" OVER 6'-4" J Z W
oa a CJ BOTH
END OF LINTEL CJ BOTH SIDES 1/2" MAX • CEILING - REFER TO Q Q
FINISH GRADE 5/8 GYPSUM WALLBOARD FINISH SCHEDULE
REFER TO SITE ° ° METAL STUDS AT 16" OC 3 O <
PLANS BOND BREAK AT LINTEL 0 c
4" HIGH, 4" CMU ° BEARING (15# FELT) METAL STUDS
° I » V)
GROUT SOLID ; STUFF FULL WITH AT 16 OC J o
° -
TO NCR E SLA
4` CMU ABB REFER ; ACOUSTICAL INSULATION
BLANKET Q T
H Q
GROUT SOUD 5/8" GYPSUM WALLBOARD Lu }
DRAINAGE FILL OVER i in } m
VAPOR BARRIER I H1,
a i 5/8 GYPSUM WALLBOARD Z Y
PERIMETER
•- Q a• INSULATION I NON -RATED WAIL
I REFER TO 39 v
a I PLAN w
aCONCRETE FOOTING REFER DOOR/OPENING WINDOWS, LOUVERS, OPENINGS
Q TO STRUCTURAL DRAWINGS TYPICAL PLACEMENT OF CONTROL JOINTS
10 IN CMU WALLS AT OPENINGS 7 STUD WALL CONTROL JOINTS 4 GYPSUM WALLBOARD WALL CHERRY TREE SOFTBALL COMPLEX RENOVATIONS
12 TYPICAL BASE DETAIL 1 1/2" =1'-0" 208032.00.00
1 1/2" = 1'-0" INTERIOR CONCRETE MASONRY WALLS ONLY 1/2" = 1'-0" 3' -l' -O'