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HomeMy WebLinkAbout26V WALL CONSTRUCTION BELOW CEILING CIS Lu • co 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 v 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 �o wum V 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 ci 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'