|
SCALE:3" = 1'-0"
<br />2-HOUR EXTERIOR WALL
<br />02.11.04
<br />SOUND RATING OF 50-54
<br />FSTC MODIFIED
<br />PLYWOOD WHERE OCCURS
<br />2X4 FRAMING AT 16" O.C.
<br />INSULATION NOT REQUIRED WHERE
<br />ENCLOSING UN- CONDITIONED SPACE
<br />7/8" EXTERIOR PLASTER APPLIED IN
<br />3-COATS, SCRATCH, BROWN AND FINISH.
<br />FINISH SHALL HAVE INTEGRAL COLOR.
<br />2 LAYERS - 5/8" TYPE "X" GYPSUM
<br />WALLBOARD
<br />STAIR
<br />SIDE
<br />1 LAYERS - 5/8" TYPE "X" GYPSUM
<br />WALLBOARD
<br />WALL ASSEMBLY: 2-HOUR FIRE RATING
<br />PER GA FILE NO. WP 8420
<br />SCALE:3" = 1'-0"
<br />2-HOUR BETWEEN. STAIR AND UNIT
<br />02.11.05
<br />1"
<br />2 LAYERS 5/8" TYPE 'X' GYP. BD. EACH SIDE
<br />SHEAR PANEL - SEE STRUCTURAL
<br />DRAWINGS
<br />3 1/2" THICK SOUND ATTENUATION
<br />BLANKETS IN BOTH STUD CAVITIES
<br />DOUBLE ROW OF 2x4 OR 2X6 WOOD STUDS
<br />AT 16" O.C.
<br />WALL ASSEMBLY: TWO HOUR FIRE RATING
<br />AND STC RATING OF 65-69 GIVEN BY
<br />GYPSUM ASSOC. INSTALL PER GA FILE NO.
<br />WP 3725
<br />SCALE:3" = 1'-0"
<br />2-HOUR INTERIOR WALL ASSEMBLY
<br />02.11.05
<br />SOUND RATING OF 50-54
<br />FSTC MODIFIED
<br />BATT INSULATION
<br />2X4 FRAMING AT 16" O.C. INSULATION NOT
<br />REQUIRED WHERE ENCLOSING UN-
<br />CONDITONED SPACE
<br />2 LAYERS - 5/8" TYPE "X" GYPSUM
<br />WALLBOARD
<br />WALL ASSEMBLY: 2-HOUR FIRE RATING
<br />PER GA FILE No. WP 3825 TABLE 721.1(2)
<br />ITEM 14-1.5
<br />SCALE:1 1/2" = 1'-0"
<br />2-HOUR PARTY WALL - PARALLEL
<br />02.11.01
<br />5'-0" MIN.
<br />NO PENETRATION PERMITTED
<br />WITHIN 5'-0" OF AREA SEPARATE
<br />2 LAYER 5/8" TYPE X GYP.
<br />BD. CONTINUE TO ROOF
<br />SHTG.
<br />SHEAR PANEL - SEE
<br />STRUCTURAL DRAWINGS
<br />ONE
<br />HOUR
<br />STRUCTURAL SHEATHING
<br />SHALL BE CONTINUOUS
<br />ACROSS AIR GAP
<br />TWO
<br />HOUR
<br />ONE
<br />HOUR
<br />TWO
<br />HOUR STRUCTURAL SHEATHING
<br />SHALL BE CONTINUOUS
<br />ACROSS AIR GAP
<br />ONE
<br />HOUR
<br />TWO
<br />HOUR
<br />WD. TRUSSES W/ STRUTS @
<br />16" O.C.
<br />5'-0" MIN.
<br />NO PENETRATION PERMITTED
<br />WITHIN 5'-0" OF AREA SEPARATE
<br />GARAGE
<br />STAIR
<br />UNIT
<br />UNIT
<br />UNIT
<br />2
<br />D0.2
<br />8
<br />D0.3
<br />4
<br />D0.2
<br />8
<br />D0.3
<br />4
<br />D0.2
<br />8
<br />D0.3
<br />OPEN CELL SPRAYFOAM UNDER
<br />PLYWOOD SHEATHING. INSTALLED
<br />PER MANUF.
<br />11
<br />12
<br />10
<br />9
<br />8
<br />7 1
<br />36
<br />THE INTENT OF ARCHITECTURAL DETAILING IS TO REPRESENT THE ARCHITECTURAL ELEMENTS - I.E.
<br />WATERPROOFING, FENESTRATION, AND FINISHES, ETC. NON-STRUCTURAL FRAMING ELEMENTS
<br />SHOWN IN OUR DETAILS SERVE AS A BASIS FOR CREATING A SHAPE OR FORM AND/OR BACKING. IT
<br />IS THE DISCRETION OF THE FRAMER TO CONSTRUCT THE SUB-FRAMING AS THEY FEEL FIT FOR
<br />EFFICIENCY. ANY STRUCTURAL ELEMENTS ARE TO BE PER THE STRUCTURAL DRAWINGS AND
<br />DETAILS - I.E. FRAMING, ANCHORAGE, AND CONNECTIONS AND SUPPORT, ETC. IF THE
<br />ARCHITECTURAL AND STRUCTURAL DETAILS DIFFER, THE STRUCTURAL DRAWINGS AND DETAILS
<br />TAKES PRECEDENCE. STRUCTURAL SHEAR PANELS ARE NOT SHOWN AND MAY OCCUR AT ANY
<br />CONDITION.
<br />IT IS THE RESPONSIBILITY OF THE CLIENT / CONTRACTOR TO NOTIFY THE ARCHITECT IN WRITING,
<br />PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OR FABRICATION OF MATERIALS OR PRODUCTS
<br />OF ANY DISCOVERY OF ERROR, OMISSION OR CONFLICT WHICH MAY OCCUR IN THE CONSTRUCTION
<br />DOCUMENTS.
<br />1.
<br />THE ARCHITECTURAL DETAILING GRAPHICS ARE SLIGHTLY EXAGGERATED TO HELP DELINEATE
<br />TYPICAL FLASHING, BUILDING PAPER, BITUMINOUS PAPER AND WINDOW / DOOR FLASHING, ETC..
<br />2.
<br />WALL / ATTIC INSULATION SHOWN ON DETAILS OCCURS ONLY WHERE REQUIRED BY CODE.
<br />INSULATION MAY NOT BE SHOWN AT ALL CONDITIONS. PROVIDE INSULATION AS NEEDED PER CODE.
<br />4.
<br />ALL WOOD TRIM, - WHERE OCCURS - INCLUDING BUT NOT LIMITED TO, FASCIA'S CORBELS, TRELLIS
<br />MEMBERS, OPEN DECKS, AND OTHER FINISH WORK, ETC., SHALL BE PRE-PRIMED ON ALL SURFACES,
<br />INCLUDING NON-EXPOSED SURFACES, PRIOR TO INSTALLATION. FULLY SEAL AND PRIME ALL CUT
<br />ENDS OF WOOD MEMBERS IN CONTACT WITH OTHER WOOD MEMBERS.
<br />5.
<br />CURRENT DATE: 01/18/18
<br />THE ARCHITECTURAL DETAILS MAY DIFFER SLIGHTLY FROM THE PLANS / EXTERIOR ELEVATIONS,
<br />ETC. GRAPHICALLY SINCE THOSE AREAS ARE AT A REDUCED SCALE AND MAY NOT ACCURATELY
<br />DEPICT DETAIL CONDITIONS. THE ENLARGED DETAIL TAKES PRECEDENCE.
<br />3.
<br />SCALE:N.T.S.
<br />TYPICAL ARCHITECTURAL DETAIL NOTES
<br />00.1.01
<br />32
<br />2
<br />
<br />N
<br />.
<br />
<br />H
<br />A
<br />R
<br />B
<br />O
<br />R
<br />
<br />
<br />B
<br />L
<br />V
<br />D
<br />.
<br />SA
<br />N
<br />T
<br />A
<br />
<br />A
<br />N
<br />A
<br />,
<br />
<br />C
<br />A
<br />
<br />9
<br />2
<br />7
<br />0
<br />3
<br />SHEET NUMBER
<br />2 0 2 4 0 1 0
<br />SHEET TITLE
<br />PROJECT NUMBER
<br />REVISIONS
<br />NO.DATE NO.DATE
<br />HANNOUCHE ARCHITECTS
<br />EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT
<br />AND OTHER PROPERTY RIGHTS INHERENT IN
<br />THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES,
<br />FIELD NOTES AND ASSOCIATED DOCUMENTS
<br />ARE INSTRUMENTS OF SERVICE AND ARE THE
<br />PROPERTY OF HANNOUCHE ARCHITECTS.
<br />ALL INFORMATION CONTAINED IN THESE DRAWINGS,
<br />ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED
<br />DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT
<br />BE REPRODUCED, DISCLOSED, CHANGED, COPIED,
<br />OR USED OTHERWISE IN ANY FORM OR MANNER
<br />WHATSOEVER, WITHOUT FIRST OBTAINING THE
<br />EXPRESSED WRITTEN PERMISSION AND CONSENT
<br />OF HANNOUCHE ARCHITECTS.
<br />HANNOUCHE ARCHITECT c 2021
<br />HANNOUCHE
<br />ARCHITECTS
<br />949.261.2070
<br />SAMIR HANNOUCHE, ARCHITECT
<br />20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660
<br />May 9, 2025
<br />1 CORR
<br />12/10/24
<br />BLDG
<br />A CORR
<br />3/18/25
<br />OCFA
<br />2 CORR
<br />4/09/25
<br />BLDG
<br />DATE SIGNED2
<br />3 CORR
<br />5/09/25
<br />BLDG
<br />D0.3
<br />ARCHITECTURAL
<br />RATED WALL
<br />DETAILS
<br />VARIES
<br />TYP. STUD FRAMING
<br />5/8" TYPE-'X' GYP. BD. - PER C.B.C. TABLE
<br />721.1(2), ITEM 15-1.6
<br />2 LAYERS 5/8"
<br />TYPE-'X' GYP.
<br />BD. - PER
<br />C.B.C. TABLE
<br />721-.1(2), ITEM
<br />14-1.5
<br />BATT INSULATION W/ STC-50 MIN.
<br />SCALE:1 1/2" = 1'-0"
<br />2-HR. SHAFT AT 1-HR. WALL
<br />14.2.2.04
<br />2 LAYERS 5/8"
<br />TYPE-'X' GYP.
<br />BD. - PER
<br />C.B.C. TABLE
<br />721-.1(2), ITEM
<br />14-1.5
<br />2 LAYERS 5/8" TYPE-'X' GYP. BD. -
<br />PER C.B.C. TABLE 721-.1(2), ITEM
<br />14-1.5
<br />TRASH CHUTE
<br />ORGANIC CHUTE
<br />SCALE:3" = 1'-0"
<br />2-HR WALL AT SLAB
<br />2-HR RATE_01
<br />GARAGE
<br />2X4 FRAMING AT 16" O.C. INSULATION NOT
<br />REQUIRED WHERE ENCLOSING UN-
<br />CONDITONED SPACE
<br />1"
<br />SOUND RATING OF 65-69
<br />FSTC MODIFIED
<br />PLY WOOD SHEATHING, PER STRUCTURAL
<br />DRAWNING
<br />2 LAYERS - 5/8" TYPE "X" GYPSUM
<br />WALLBOARD
<br />WALL ASSEMBLY: 2-HOUR FIRE RATING
<br />PER GA FILE No. WP 3725
<br />TABLE 721.1(2) ITEM 14-1.5
<br />STAIR
<br />UNNIT
<br />CONCRETE SLAB
<br />POUR IN PLACE CONCRETE WALL
<br />BATT INSULATION
<br />ACOUSTICAL CAULKING OR GASKET
<br />INSTALL SILL PLATES ON A CONTINUOUS
<br />BEAD OF NON-DRYING CAULKING
<br />COMPOUND W/ AT LEAST 3 LENGTHS OF
<br />CAULK BENEATH THE PLATES AT CONCRETE
<br />SLAB
<br />SCALE:3" = 1'-0"
<br />2-HR WALL AT POUR IN PLACE WALL
<br />2-HR RATE_02
<br />2X6 FRAMING AT 16" O.C. INSULATION NOT
<br />REQUIRED WHERE ENCLOSING UN-
<br />CONDITONED SPACE
<br />PLY WOOD SHEATHING, PER STRUCTURAL
<br />DRAWNING
<br />2 LAYERS - 5/8" TYPE "X" GYPSUM
<br />WALLBOARD
<br />WALL ASSEMBLY: 2-HOUR FIRE RATING
<br />PER GA FILE No. WP 4136
<br />TABLE 721.1(2) ITEM 14-1.5
<br />ELEVATOR
<br />POUR IN PLACE CONCRETE WALL
<br />ACOUSTICAL CAULKING OR GASKET
<br />INSTALL SILL PLATES ON A CONTINUOUS
<br />BEAD OF NON-DRYING CAULKING
<br />COMPOUND W/ AT LEAST 3 LENGTHS OF
<br />CAULK BENEATH THE PLATES AT CONCRETE
<br />SLAB
<br />STAIR
<br />PER SLAB PLAN
<br />SCALE:3" = 1'-0"
<br />2-HR WALL AT POUR IN PLACE WALL
<br />2-HR RATE_03
<br />2X6 FRAMING
<br />PLY WOOD SHTH'G, PER STRUCT DRAWNING
<br />2 LAYERS - 5/8" TYPE "X" GYPSUM WALLBOARD
<br />WALL ASSEMBLY: 2-HOUR FIRE RATING
<br />PER GA FILE No. WP 8420
<br />TABLE 721.1(2) ITEM 15-1.6
<br />POUR IN PLACE CONCRETE WALL
<br />STUCCO "J" MOLD
<br />INSTALL SILL PLATES ON A CONTINUOUS BEAD
<br />OF NON-DRYING CAULKING COMPOUND W/ AT
<br />LEAST 3 LENGTHS OF CAULK BENEATH THE
<br />PLATES AT CONCRETE SLAB
<br />PER SLAB PLAN
<br />FURRING WALL
<br />1 LAYER - 5/8" TYPE "X" GYPSUM WALLBOARD
<br />1 1/2"
<br />1/
<br />8
<br />"
<br />EXTERIOR STUCCO PER GCR SHEETS,
<br />DIVISION 9.2.3
<br />2 3/8"
<br />LINE OF PROPERTY LINE
<br />5"5 1/2"
<br />2 5/8"
<br />2ND LEVEL
<br />2 COAT EXTERIOR CEMENT PLASTER AT CONC.
<br />WALLS, PREMOISTEN PRIOR TO APPLICATION
<br />OF PLASTER. AT CAST CONCRETE WALLS,
<br />APPLY A RICK PORTLAND CEMENT DASH COAT
<br />OR HIGH-PRESSURE WATERBLAST WALLS WITH
<br />HOT WATER AND FINE SILICA SAND. INSTALL
<br />EXPANSION JOINTS WITH EXPANDED METAL
<br />DIRECTLY OVER ANYC.M.U. OR CAST
<br />CONCRETE CONTROL JOINTS.
<br />1/
<br />2
<br />"
<br />5/8" PLASTER CASING BEAD WITH
<br />EXPANDED METAL LEG ( ZINK )
<br />SUPERIOR SWD058-312Z DRIP
<br />APPLY VYCOR
<br />OR BITUTHENE
<br />3000 OR EQ.
<br />12
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