|
NON-RATED INSTALLATION
<br />RATED INSTALLATION
<br />4"
<br />
<br />M
<br />A
<br />X
<br />4"
<br />
<br />M
<br />A
<br />X
<br />NON-RATED PARTITION PER PLAN
<br />SCREW PER MANUFACTURER, TYP.
<br />RECESSED TRIM
<br />HANDLE
<br />RATED PARTITION PER PLAN
<br />CERTIFIED AND LISTED FIRE
<br />RATED CABINET
<br />SCREW PER MANUFACTURER, TYP.
<br />RECESSED TRIM
<br />HANDLE
<br />ALIGN AND TAPE JOINT - TOP AND
<br />SAND SMOOTH, BOTH SIDES
<br />(E) WALL OR PARTITION - FIELD
<br />VERIFY TYPE OF CONSTRUCTION
<br />PARTITION PER PLAN
<br />B1 - 2x6 WOOD STUDS @ 16" OC;
<br />REFER TO STRUCTURAL DWGS.
<br />B1b - (E) 2x WOOD STUDS
<br />(1) LAYER OF 5/8" GYP BD BOTH
<br />SIDES OF WALL
<br />INTERIOR FINISH PER SCHED.
<br />B1 -INTERIOR -NON-RATED PARTITION
<br />PARTITION GENERAL NOTES:
<br />1. DIMENSIONS ARE TO FACE OF FINISH, CENTERLINE OF STRUCTURAL COLUMNS, FACE OF FRAMING, UNLESS OTHERWISE NOTED.
<br />2. FIRE-RESISTANCE RATING OF BUILDING ELEMENTS, COMPONENTS OR ASSEMBLIES SHALL BE DETERMINED BY THE TEST PROCEDURES SET FORTH IN UL
<br />#U344
<br />3. THE PARTITION TYPE ABOVE OR BELOW ANY OPENING IS TO BE THE SAME AS THAT SCHEDULED FOR EACH SIDE OF THE OPENING.
<br />4. DIFFERING PARTITION TYPES SHALL ALIGN SO THAT WALL PLANES CONTINUE UNBROKEN IN ROOMS, UNLESS OTHERWISE NOTED.
<br />5. USE CEMENT BOARD (OR APPROVED TILE BACKING BOARD) AT "WET" AREAS. USE MOISTURE-AND MOLD-RESISTANT TYPE X AT WALLS NOT SCHEDULED TO
<br />RECEIVE TILE AT TOILET ROOMS AND OTHER AREAS PRONE TO HUMIDITY.
<br />6. REFER TO INTERIOR ELEVATIONS, INTERIOR FINISH SCHEDULE AND INTERIOR DETAILS FOR FINISHES, WALL COVERINGS, PANELS AND TRIMS.
<br />7. PROVIDE BACKING AS REQUIRED FOR ALL WALL MOUNTED ELEMENTS.
<br />8. FOR TYPICAL PARTITION DETAILS REFER TO:
<br />BASE DETAIL: RATED HEAD DETAIL: NON-RATED HEAD DETAIL:
<br />(E) 2x6 WOOD STUDS @ 16" OC;
<br />REFER TO STRUCTURAL
<br />DRAWINGS FOR ANY REPAIR
<br />A1 - (1) LAYER OF 5/8" GYP
<br />A1r - (1) LAYER OF 5/8" TYPE "X"
<br />GYP BD (1 HOUR RATED)
<br />INTERIOR FINISH PER SCHED.
<br />A1 -EXTERIOR -PLASTER TO GYP BD
<br />(E) 1X6 SHEATHING; REFER TO
<br />STRUCTURAL DRAWINGS FOR
<br />ANY REPAIR
<br />(E) PLASTER; PATCH AND REPAIR
<br />PLASTER FINISH AS REQUIRED, ALL
<br />NEW MATERIALS SHALL MATCH
<br />ORIGINAL AS CLOSE AS POSSIBLE IN
<br />FINISH AND TEXTURE
<br />R-19 BATT INSULATION
<br />(E) 2x6 WOOD STUDS @ 16" OC;
<br />REFER TO STRUCTURAL DWGS.
<br />FOR ANY REPAIR
<br />(1) LAYER OF 5/8" GYP
<br />A2r & A2br - (1) LAYER OF 5/8" TYPE "X"
<br />GYP BD (1 HOUR RATED)
<br />INTERIOR FINISH PER
<br />SCHED.
<br />A2 -EXTERIOR SHEAR WALL -PLASTER TO GYP BD
<br />(E) 1X6 SHEATHING; REFER TO
<br />STRUCTURAL DWGS. FOR ANY REPAIR
<br />(E) PLASTER; PATCH AND REPAIR PLASTER
<br />FINISH AS REQUIRED, ALL NEW MATERIALS
<br />SHALL MATCH ORIGINAL AS CLOSE AS
<br />POSSIBLE IN FINISH AND TEXTURE
<br />R-19 BATT INSULATION
<br />(E) 2x6 WOOD STUDS @ 16" OC;
<br />REFER TO STRUCTURAL
<br />DRAWINGS FOR ANY REPAIR
<br />A3 -EXTERIOR -PLASTER TO TILE
<br />(E) 1X6 SHEATHING; REFER TO
<br />STRUCTURAL DRAWINGS FOR
<br />ANY REPAIR
<br />(E) PLASTER; PATCH AND REPAIR
<br />PLASTER FINISH AS REQUIRED, ALL
<br />NEW MATERIALS SHALL MATCH
<br />ORIGINAL AS CLOSE AS POSSIBLE IN
<br />FINISH AND TEXTURE
<br />R-19 BATT INSULATION
<br />A2 - PLYWOOD SHEAR WALL, REFER TO
<br />STRUCT. DWGS.
<br />A2b (NON-SHEAR WALL) - ADD SHEATHING
<br />TO ALIGN WALL FINISHES WITH ADJACENT
<br />SHEAR WALL
<br />(E) 2x6 WOOD STUDS @ 16" OC;
<br />REFER TO STRUCTURAL DWGS.
<br />FOR ANY REPAIR
<br />A4 -EXTERIOR SHEAR WALL -PLASTER TO TILE
<br />(E) 1X6 SHEATHING; REFER TO
<br />STRUCTURAL DWGS. FOR ANY REPAIR
<br />(E) PLASTER; PATCH AND REPAIR PLASTER
<br />FINISH AS REQUIRED, ALL NEW MATERIALS
<br />SHALL MATCH ORIGINAL AS CLOSE AS
<br />POSSIBLE IN FINISH AND TEXTURE
<br />R-19 BATT INSULATION
<br />A4 - PLYWOOD SHEAR WALL, REFER TO
<br />STRUCT. DWGS.
<br />A4b (NON-SHEAR WALL) - ADD SHEATHING
<br />TO ALIGN WALL FINISHES WITH ADJACENT
<br />SHEAR WALL
<br />CERAMIC TILE
<br />OVER BOND
<br />COAT OVER
<br />MORTAR BED;
<br />TILE LOCATIONS
<br />PER INT.
<br />ELEVATIONS
<br />CERAMIC TILE
<br />OVER BOND
<br />COAT OVER
<br />MORTAR BED;
<br />TILE LOCATIONS
<br />PER INT.
<br />ELEVATIONS
<br />2x6 WOOD STUDS @ 16" OC;
<br />REFER TO STRUCTURAL DWGS.
<br />(1) LAYER OF 5/8" GYP BD
<br />INTERIOR FINISH PER SCHED.
<br />B3 -INTERIOR -NON-RATED PARTITION, TILE
<br />2x6 WOOD STUDS @ 16" OC;
<br />REFER TO STRUCTURAL DWGS.
<br />(1) LAYER OF 5/8" GYP BD BOTH
<br />SIDES OF WALL
<br />INTERIOR FINISH PER SCHED.
<br />B2 -INTERIOR -NON-RATED SHEAR WALL
<br />B2 - PLYWOOD SHEAR WALL, REFER TO
<br />STRUCT. DWGS.
<br />B2b (NON-SHEAR WALL) - ADD SHEATHING
<br />TO ALIGN WALL FINISHES WITH ADJACENT
<br />SHEAR WALL
<br />2x6 WOOD STUDS @ 16" OC;
<br />REFER TO STRUCTURAL DWGS.
<br />(1) LAYER OF 5/8" GYP BD BOTH
<br />SIDES OF WALL
<br />INTERIOR FINISH PER SCHED.
<br />B4 -INTERIOR -NON-RATED SHEAR WALL, TILE
<br />PLYWOOD SHEAR WALL, REFER TO
<br />STRUCT. DWGS.
<br />(1) LAYER OF 5/8"
<br />TYPE "X" GYP BD/
<br />CEMENT BOARD
<br />CERAMIC TILE
<br />OVER BOND
<br />COAT OVER
<br />MORTAR BED;
<br />TILE LOCATIONS
<br />PER INT.
<br />ELEVATIONS
<br />(1) LAYER OF 5/8"
<br />TYPE "X" GYP BD/
<br />CEMENT BOARD
<br />CERAMIC TILE
<br />OVER BOND
<br />COAT OVER
<br />MORTAR BED;
<br />TILE LOCATIONS
<br />PER INT.
<br />ELEVATIONS
<br />2x6 WOOD STUDS @ 16" OC;
<br />REFER TO STRUCTURAL DWGS.
<br />B5 -INTERIOR -NON-RATED PARTITION, TILE BOTH SIDES
<br />(1) LAYER OF 5/8" TYPE "X"
<br />GYP BD/ CEMENT BOARD,
<br />BOTH SIDE OF WALL
<br />CERAMIC TILE OVER BOND COAT
<br />OVER MORTAR BED, BOTH SIDE
<br />OF WALL; TILE LOCATIONS PER
<br />INT. ELEVATIONS
<br />2 ROWS OF 2x6 WOOD STUDS
<br />@ 16" OC;
<br />REFER TO STRUCTURAL
<br />DWGS.
<br />(1) LAYER OF 5/8" GYP BD
<br />INTERIOR FINISH PER SCHED.
<br />C1 -INTERIOR -CAVITY WALL, TILE
<br />(1) LAYER OF 5/8"
<br />TYPE "X" GYP BD/
<br />CEMENT BOARD
<br />CERAMIC TILE
<br />OVER BOND
<br />COAT OVER
<br />MORTAR BED;
<br />TILE LOCATIONS
<br />PER INT.
<br />ELEVATIONS
<br />REFER TO PLAN
<br />VARIES
<br />2 ROWS OF 2x6 WOOD STUDS
<br />@ 16" OC;
<br />REFER TO STRUCTURAL
<br />DWGS.
<br />C2 -INTERIOR -CAVITY WALL, TILE BOTH SIDES
<br />REFER TO PLAN
<br />VARIES
<br />(1) LAYER OF 5/8" TYPE "X"
<br />GYP BD/ CEMENT BOARD,
<br />BOTH SIDE OF WALL
<br />CERAMIC TILE OVER BOND COAT
<br />OVER MORTAR BED, BOTH SIDE
<br />OF WALL; TILE LOCATIONS PER
<br />INT. ELEVATIONS
<br />2 ROWS OF 2x6 WOOD STUDS
<br />@ 16" OC;
<br />REFER TO STRUCTURAL
<br />DWGS.
<br />C3 -INTERIOR -SHEAR CAVITY WALL, TILE BOTH SIDES
<br />REFER TO PLAN
<br />VARIES
<br />(1) LAYER OF 5/8" TYPE "X" GYP BD/
<br />CEMENT BOARD, BOTH SIDE OF
<br />WALL
<br />CERAMIC TILE OVER BOND COAT
<br />OVER MORTAR BED, BOTH SIDE
<br />OF WALL; TILE LOCATIONS PER
<br />INT. ELEVATIONS
<br />C3 - PLYWOOD SHEAR WALL,
<br />REFER TO STRUCT. DWGS.
<br />C3b (NON-SHEAR WALL) - ADD
<br />SHEATHING TO ALIGN WALL
<br />FINISHES WITH ADJACENT SHEAR
<br />WALL
<br />A3 - (1) LAYER OF 5/8"
<br />GYP/ CEMENT BD.
<br />A3r - (1) LAYER OF
<br />5/8" TYPE "X" GYP BD
<br />(1 HOUR RATED)
<br />A4 - (1) LAYER OF 5/8"
<br />GYP/ CEMENT BD.
<br />A4r - (1) LAYER OF
<br />5/8" TYPE "X" GYP BD
<br />(1 HOUR RATED)
<br />9
<br />A5.03
<br />15
<br />A5.03
<br />10
<br />A5.03
<br />A: PERPENDICULAR TO FRAMING B: PARALLEL TO FRAMING
<br />ROOF MEMBRANE ASSEMBLY
<br />OVER PLYWOOD SHEATHING
<br />(E) 1x6 SHEATHING
<br />(E) ROOF TRUSS, VIF
<br />WOOD BLOCKING
<br />1x6 SHEATHING
<br />(E) 2x6 WALL FRAMING, VIF;
<br />PROVIDE FRAMING AS
<br />REQUIRED FOR 1x6 SHEATHING
<br />IF (E) FRAMING DOESN'T EXIST
<br />PICTURE MOLDING
<br />5/8" GYP BD
<br />ROOF MEMBRANE
<br />ASSEMBLY OVER
<br />PLYWOOD SHEATHING
<br />(E) 1x6 SHEATHING
<br />(E) ROOF TRUSS, VIF
<br />1x6 SHEATHING
<br />PICTURE MOLDING
<br />5/8" GYP BD 2x6 WALL FRAMING;
<br />COORDINATION REQUIRED FOR
<br />ATTACHMENT WITH NEW
<br />STRUCTURAL ROOF AND CEILING
<br />FRAMING, EXCAT LOCATION TO BE
<br />REVIEWED IN THE FEILD,
<br />ADDITIONAL FRAMING MAY BE
<br />REQUIRED FOR 1x6 SHEATHING
<br />PER PLAN
<br />WALL TYPE
<br />WALL FINISH PER SCHEDULE
<br />WALL BASE PER SCHEDULE
<br />FLOOR FINISH PER SCHEDULE
<br />1/2" DIA. SIMP. TITEN HD SCREW
<br />ANCHORS 3 1/4" MIN. EMBED @
<br />4'-0" O.C. U.O.N.
<br />1/2" MIN JOINT SEALANT PERIMETER
<br />AND EACH SIDE OF WALL, AT FIRE
<br />RATED WALLS USE UL CLASSIFIED
<br />FIRESTOP, ALL OTHER WALLS USE
<br />ACOUSTICAL SEALANT, TYP.
<br />PARTITION PERPENDICULAR TO JOIST PARTITION PARALLEL TO JOIST
<br />CEILING RAFTERS/JOIST,
<br />REFER TO STRUCTURAL
<br />DOUBLE TOP PLATES
<br />PER PLAN
<br />WALL TYPE
<br />PER PLAN
<br />WALL TYPE
<br />2x BLOCKING, REFER TO
<br />STRUCTURAL DWG.
<br />GA
<br />P
<br />1/
<br />2
<br />"
<br />DEFLECTOR SCREW, REFER TO
<br />STRUCTURAL DETAIL 2/S0.23
<br />DEFLECTOR SCREW, REFER TO
<br />STRUCTURAL DETAIL 2/S0.23
<br />CEILING RAFTERS/JOIST,
<br />REFER TO STRUCTURAL
<br />DOUBLE TOP PLATES
<br />GA
<br />P
<br />1/
<br />2
<br />"
<br />NOTES
<br />1. RATED GYPSUM WALL BOARD ASSEMBLY
<br />2. METAL STUDS
<br />3. STEEL OR IRON PIPE, CONDUIT, OR EMT.
<br />4. STEEL, IRON OR COPPER PIPE OR CONDUIT.
<br />5. STTEL OR COPPER PIPE WITH UP TO 1" FIBERGLASS OR MINERAL
<br />WOOL INSULATION.
<br />6. PVC 2" CLOSED PIPE OR CONDUIT.
<br />7. ELECTRICAL, TELEPHONE OR DATA CABLES. NOTE: ROMEX CABLE
<br />IS APPROVED FOR USE IN THIS SYSTEM.
<br />8. SPECSEAL SERIES 100 SEALANT INSTALLED TO A 1 1/4" DEPTH
<br />AROUND PERIMETER OF OPENING.
<br />9. MINERAL WOOL BATT NOMINAL 6 PCL. TO FULL WALL THICKNESS
<br />RECESSED FROM BOTH SIDES TO ACCOMMODATE FILL MATERIAL.
<br />FIRESTOP FOR MULTIPLE PIPE AND CABLES THROUGH GYP. BD.
<br />WALLS USING SpecSeal SERIES 100 SEALANT.
<br />PER UL# W-L-8003
<br />1 15/16" MAX.
<br />5/8" MIN.
<br />1 4 5 6 7
<br />8
<br />3 8 2
<br />9
<br />3
<br />4
<br />5
<br />6
<br />7
<br />1
<br />A5.05
<br />2
<br />(E) TRUSS CHORD BEYOND, VIF
<br />ROOF JOIST, PER STRUCTURAL DWGS
<br />(E) TRUSS CHORD BEYOND, VIF
<br />CEILING JOIST PER STRUCTURAL DWG
<br />ROOF ASSEMBLY
<br />(E) TOP PLATES
<br />(E) PLASTER AND
<br />WOOD SEATHING
<br />1
<br />A5.05
<br />1/2" MIN JOINT SEALANT PERIMETER
<br />AND EACH SIDE OF WALL, AT FIRE
<br />RATED WALLS USE UL CLASSIFIED
<br />FIRESTOP, ALL OTHER WALLS USE
<br />ACOUSTICAL SEALANT, TYP.
<br />1/2" MIN JOINT SEALANT @ PERIMETER
<br />PENETRATIONS, AT FIRE RATED WALLS
<br />USE UL CLASSIFIED FIRESTOP
<br />5/8" GYP BD CEILING
<br />5/8" TYPE "X"
<br />GYP BD, TYP.
<br />PER PLAN
<br />WALL TYPE
<br />R-19 BATT
<br />INSULATION
<br />Scale
<br />Project number
<br />Date
<br />Drawn by
<br />Jen Dunbar, AIA
<br />phone: 310.435.3928
<br />12314 La Maida Street
<br />Valley Village, CA 91607
<br />jen@dunbararchitecture.com
<br />DUNBAR
<br />ARCHITECTURE
<br />JD/AP
<br />As indicated
<br />4/
<br />7
<br />/
<br />2
<br />0
<br />2
<br />5
<br />
<br />9
<br />:
<br />2
<br />2
<br />:
<br />2
<br />5
<br />
<br />P
<br />M
<br />A5.03
<br />WALL TYPES &
<br />DETAILS
<br />23004
<br />CYPRESS CENTER
<br />RESTORATION
<br />CITY OF SANTA ANA
<br />1/17/2025
<br />625 S. CYPRESS AVE.
<br />SANTA ANA, CA 92701
<br />1 1/2" = 1'-0"A5.03
<br />20 PARTITION RECESS, TYPICAL
<br />3" = 1'-0"A5.03
<br />19 PARTITION TO (E) WALL
<br />1 1/2" = 1'-0"A5.03
<br />5 WALL TYPES
<br />1 1/2" = 1'-0"A5.03
<br />16 TOP OF WALL SHEATHING DETAIL @ MULTIPURPOSE RM A
<br />3" = 1'-0"A5.03
<br />9 WALL BASE
<br />3" = 1'-0"A5.03
<br />15 NON-RATED WALL HEAD
<br />No. Description Date
<br />75% CD 3/15/2024
<br />90% CD 5/14/2024
<br />PERMIT SET 5/17/2024
<br />OCFA SUBMITTAL 9/26/2024
<br />BACKCHECK SET 1/17/2024
<br />BACKCHECK SET_V2 4/8/2025
<br />1" = 1'-0"A5.03
<br />17 RATED FIRESTOP
<br />1" = 1'-0"A5.03
<br />10 1-HOUR RATED WALL HEAD
|