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6" CONCRETE BLOCK.
<br />3/4" 3-COAT STUCCO. PROVIDE
<br />ELASTOMETRIC WATER PROOFING,
<br />PRIME E PAINT. COLOR TO BE
<br />SELECTED BY OWNER
<br />.y
<br />5/6" GYPSUM BOARD ON 1 x 2 P.T.
<br />WOOD FURRING STRIPS G 16" O.C.
<br />8" REINFORCED CONCRETE
<br />BLOCK SEE STRUCTURAL
<br />DRAWINGS.
<br />FOILED BACKED INSULATION.
<br />R-43 MIN.
<br />WALL TYPE
<br />©WALL TYPE
<br />1" = 1'-tY' EXPOSED STRUCTURE
<br />INSIDE OF BUILDING
<br />WALL TYPE A
<br />SCALE: 1" =1'-0"
<br />DEMISING PARTITION
<br />(OR SIMILAR)
<br />Design No. U419
<br />nonbearing Wall Ratings - 1,2,3 or 4 Hr (See Items 3 & 4)
<br />October 27, 2005
<br />2S
<br />SEE ITEM 4
<br />I. FLOOR AND CEILING RUNNERS - (NOT SHOWN) - CHANNEL SHAPED,
<br />FABRICATED FROM MIN 25 MSG CORROSION -PROTECTED STEEL, MIN WIDTH TO
<br />ACCOMMODATE STUD SIZE, WITH MIN 1 IN. LONG LEGS, ATTACHED TO FLOOR
<br />AND CEILING WITH FASTENERS 24 IN. OC MAX.
<br />2. STEEL STUDS - CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG
<br />CORROSION -PROTECTED STEEL, MIN WIDTH AS INDICATED UNDER ITEM 4, MIN
<br />1-1/4 IN. FLANGES AND 1/4 IN. RETURN, SPACED A MAX OF 24 IN. OC. STUDS TO
<br />BE CUT 3/8 TO 3/4 IN. LESS THAN ASSEMBLY HEIGHT.
<br />3. BATTS AND BLANKETS* - (REQUIRED AS INDICATED UNDER ITEM 4) -
<br />MINERAL WOOL BATTS, FRICTION FITTED BETWEEN STUDS AND RUNNERS. MIN
<br />NOM THICKNESS AS INDICATED UNDER ITEM 4. SEE BATTS AND BLANKETS
<br />(BKNV OR BZJZ) CATEGORIES FOR NAMES OF CLASSIFIED COMPANIES.
<br />3A. BATTS AND BLANKETS* - (OPTIONAL) - PLACED IN STUD CAVITIES, ANY
<br />GLASS FIBER OR MINERAL WOOL INSULATION BEARING THE UL CLASSIFICATION
<br />MARKING AS TO SURFACE BURNING CHARACTERISTICS AND/OR FIRE
<br />RESISTANCE. SEE BATTS AND BLANKETS (BKNV OR BZJZ) CATEGORIES FOR
<br />NAMES OF CLASSIFIED COMPANIES.
<br />4. GYPSUM BOARD+ - GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED
<br />EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS
<br />CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE
<br />SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS (MULTILAYER
<br />SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE
<br />BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL
<br />BUTT JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE STAGGERED.
<br />HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT
<br />LAYERS (MULTILAYER SYSTEMS) STAGGERED A MIN OF 12 IN. THE THICKNESS
<br />AND NUMBER OF LAYERS FOR THE i HR, 2 HR, 3 HR AND 4 HR RATINGS ARE AS
<br />FOLLOWS:
<br />WALLBOARD PROTECTION ON EACH SIDE OF WALL
<br />RATING MIN STUD DEPTH NO. OF LAYERS 4 THKNS OF PANEL MIN
<br />THKNS OF INSULATION (ITEM 3)
<br />I 3A i LAYER, 5/8 IN. THICK
<br />OPTIONAL
<br />I 2A 1 LAYER, 1/2 IN. THICK
<br />1-1/2 IN.
<br />i A I LAYER, 3/4 IN. THICK
<br />OPTIONAL
<br />2 1- 2 LAYERS, 1/2 IN. THICK
<br />OPTIONAL
<br />2 1- 2 LAYERS, 5/8 IN. THICK
<br />OPTIONAL
<br />2 3A 1 LAYER, 3/4 IN. THICK
<br />3 IN.
<br />3 A 3 LAYERS, 1/2 IN. THICK
<br />OPTIMAL
<br />3 A 2 LAYERS, 3/4 IN. THICK
<br />OPTIONAL
<br />3 i- 3 LAYERS, 5/8 IN. THICK
<br />OPTIONAL
<br />4 A 4 LAYERS, 5/8 IN. THICK
<br />OPTIONAL
<br />4 A 4 LAYERS, 1/2 IN. THICK
<br />OPTIONAL
<br />4 2-1 2 LAYERS, 3/4 IN. THICK
<br />2 IN.
<br />CANADIAN GYPSUM COMPANY - 1/2 IN. THICK TYPE C, IP-X2 OR [PC-ARt WRC,
<br />5/9 IN. THICK TYPE AR, C, IF -AR, IP-Xi, IP-X2, IPC-AR SCX, SHX, WRX OR WRCt
<br />3/4 IN. THICK TYPES IP-X3 OR ULTRACODE
<br />UNITED STATES GYPSUM CO - 1/2 IN. THICK TYPE C, IF-X2, IPC-AR OR WRCt 5/8
<br />IN. THICK TYPE SCX, SHX, WRX, IP-XI, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR
<br />t 3/4 IN. THICK TYPES IP-X3 OR ULTRACODE
<br />USG MEXICO S A DE C V - 1/2 IN. THICK TYPE C, IP-X2, IPC-AR OR WRCt 5/8 IN.
<br />THICK TYPE AR, C, IP-AR, IP-XI, IF-X2, IPC-AR, SCX, SHX, WRX, WRC ORt 3/4 IN.
<br />THICK TYPES IP-X3 OR ULTRACODE
<br />n DEMISING PARTITION C
<br />\� SCALE: 1/2" =1'-0"
<br />8" CONCRETE BLOCK.
<br />3/4" 3-GOAT STUCCO. PROVIDE
<br />ELASTOMETRIC WATER PROOFING,
<br />PRIME E PAINT. COLOR TO BE
<br />SELECTED 5Y OWNER
<br />-------------
<br />5/8" GYPSUM BOARD WATER
<br />RESISTANT AQUA TOUGH ON 1 x 2
<br />P.T. WOOD FURRING STRIPS 's I6"
<br />O.G.
<br />8" REINFORCED CONCRETE
<br />BLOCK SEE STRUCTURAL
<br />DRAWINGS.
<br />FOILED BACKED INSULATION.
<br />R-43 MIN.
<br />C WALL TYPE
<br />WALL TYPE C
<br />SCALE: 1" =1'-0"
<br />WHEN ITEM 65, STEEL FRAMING MEMBERS*, IS USED, NONBEARING WALL
<br />RATING IS LIMITED TO i HR. MIN. STUD DEPTH IS 3-1/2 IN., MIN. THICKNESS
<br />OF INSULATION (ITEM 3) IS 3 IN., AND TWO LAYERS OF GYPSUM BOARD
<br />PANELS (1/2 IN. OR 5/8 IN. THICK) SHALL BE ATTACHED TO FURRING
<br />CHANNELS AS DESCRIBED IN ITEM 5. ONE LAYER OF GYPSUM BOARD
<br />PANELS (1/2 IN. OR 5/8 IN. THICK) ATTACHED TO OPPOSITE SIDE OF STUD
<br />WITHOUT FURRING CHANNELS AS DESCRIBED IN ITEM S.
<br />4A, GYPSUM BOARD• - (AS AN ALTERNATE TO ITEM 4) - 5/8 IN. THICK, 2
<br />FT. WIDE, TONGUE AND GROOVE EDGE, APPLIED HORIZONTALLY AS THE
<br />OUTER LAYER TO ONE SIDE OF THE ASSEMBLY. SECURED AS
<br />DESCRIBED IN ITEM 5. JOINT COVERING ( ITEM -1) NOT REQUIRED.
<br />CANADIAN GYPSUM COMPANY - TYPE SHX.
<br />UNITED STATES GYPSUM CO - TYPE SHX
<br />USG MEXICO S A DE C V - TYPE SHX.
<br />5. FASTENERS - (NOT SHOWN) - TYPE S OR 5-12 STEEL SCREWS USED TO
<br />ATTACH PANELS TO STUDS (ITEM 2) OR FURRING CHANNELS (ITEM 6).
<br />SINGLE LAYER SYSTEMS: I IN. LONG FOR 1/2 AND 5/8 IN. THICK PANELS OR
<br />1-1/4 IN. LONG FOR 3/4 IN. THICK PANELS, SPACED 8 IN. OC WHEN PANELS
<br />ARE APPLIED HORIZONTALLY, OR 8 IN. OC ALONG VERTICAL AND
<br />BOTTOM EDGES AND 12 IN. OC IN THE FIELD WHEN PANELS ARE APPLIED
<br />VERTICALLY. TWO LAYER SYSTEMS: FIRST LAYER- 1 IN. LONG FOR 1/2 AND
<br />5/8 IN. THICK PANELS OR 1-1/4 IN. LONG FOR 3/4 IN. THICK PANELS,
<br />SPACED 16 IN. OC. SECOND LAYER- 1-5/5 IN. LONG FOR 1/2 IN., 5/6 IN.
<br />THICK PANELS OR 2-1/4 IN. LONG FOR 3/4 IN. THICK PANELS, SPACED 16 IN.
<br />OC WITH SCREWS OFFSET 8 IN. FROM FIRST LAYER THREE -LAYER
<br />SYSTEMS: FIRST LAYER- I IN. LONG FOR 1/2 IN., 5/5 IN. THICK PANELS,
<br />SPACED 24 IN. OC. SECOND LAYER- 1-5/8 IN. LONG FOR 1/2 IN., 5/8 IN.
<br />THICK PANELS, SPACED 24 IN. OC. THIRD LAYER- 2-1/4 IN. LONG FOR 1/2 IN.,
<br />5/8 IN. THICK PANELS OR 2-5/8 IN. LONG FOR 5/S IN. THICK PANELS,
<br />SPACED 12 IN. OC. SCREWS OFFSET MIN (o IN. FROM LAYER BELOW.
<br />FOUR -LAYER SYSTEMS: FIRST LAYER- I IN. LONG FOR 1/2 IN., 5/5 IN. THICK
<br />PANELS, SPACED 24 IN. OC. SECOND LAYER- 1-5/8 IN. LONG FOR 1/2 IN., 5/8
<br />IN, THICK PANELS, SPACED 24 IN. OC. THIRD LAYER- 2-1/4 IN. LONG FOR 1/2
<br />IN. THICK PANELS OR 2-5/6 IN. LONG FOR 5/8 IN. THICK PANELS, SPACED
<br />24 IN. OC. FOURTH LAYER- 2-5/8 IN. LONG FOR 1/2 IN. THICK PANELS OR 3
<br />IN. LONG FOR 5/8 IN. THICK PANELS, SPACED 12 IN. OC. SCREWS OFFSET MIN
<br />6 IN. FROM LAYER BELOW.
<br />fo. FURRING CHANNELS - (OPTIONAL, NOT SHOWN, FOR SINGLE OR DOUBLE
<br />LAYER SYSTEMS) - RESILIENT FURRING CHANNELS FABRICATED FROM MIN
<br />25 MSG CORROSION -PROTECTED STEEL, SPACED VERTICALLY A MAX OF
<br />24 IN. OC. FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD WITH
<br />1/2 IN. LONG TYPE 5-12 STEEL SCREWS. NOT FOR USE WITH ITEM 4A.
<br />6A. STEEL FRAMING MEMBERS (NOT SHOWN> - (OPTIONAL ON ONE OR
<br />BOTH SIDES, NOT SHOWN, FOR SINGLE OR DOUBLE LAYER SYSTEMS) - AS
<br />AN ALTERNATE TO ITEM fo, FURRING CHANNELS AND STEEL FRAMING
<br />MEMBERS AS DESCRIBED BELOW:
<br />A. FURRING CHANNELS - FORMED OF NO. 25 MSG GALV STEEL.
<br />2-3/6 IN. WIDE BY -1/6 IN. DEEP, SPACED MAX. 24 IN. OC
<br />PERPENDICULAR TO STUDS. CHANNELS SECURED TO STUDS AS
<br />DESCRIBED IN ITEM B. GYPSUM BOARD ATTACHED TO FURRING
<br />CHANNELS AS DESCRIBED IN ITEM 5. NOT FOR USE WITH ITEM
<br />4A.
<br />B. STEEL FRAMING MEMBERSs - USED TO ATTACH FURRING
<br />CHANNELS (ITEM &AA) TO STUDS (ITEM 2). CLIPS SPACED MAX.
<br />48 IN. OC., AND SECURED TO STUDS WITH NO. S X 1-1/2 IN.
<br />MINIMUM SELF -DRILLING, 6-12 STEEL SCREW THROUGH THE
<br />CENTER GROMMET. FURRING CHANNELS ARE FRICTION FITTED
<br />INTO CLIPS.
<br />PAC INTERNATIONAL INC - TYPE RSIC-I.
<br />65. STEEL FRAMING MEMBERS (OPTIONAL, NOT SHOWN)s - AS AN
<br />ALTERNATE TO ITEM 6, FURRING CHANNELS AND STEEL FRAMING
<br />MEMBERS ON ONLY ONE SIDE OF STUDS AS DESCRIBED BELOW:
<br />A. FURRING CHANNELS - FORMED OF NO. 25 MSG GALV STEEL,
<br />SPACED 24 IN. OC PERPENDICULAR TO STUDS. CHANNELS
<br />SECURED TO STUDS AS DESCRIBED IN ITEM B. BATTS AND
<br />BLANKETS PLACED IN STUD CAVITY AS DESCRIBED IN ITEM 4.
<br />TWO LAYERS OF GYPSUM BOARD ATTACHED TO FURRING
<br />CHANNELS AS DESCRIBED IN ITEM 4. NOT FOR USE WITH ITEM
<br />4A.
<br />B. STEEL FRAMING MEMBERS* - USED TO ATTACH FURRING
<br />CHANNELS (ITEM 65A) TO ONE SIDE OF STUDS (ITEM 2) ONLY.
<br />CLIPS SPACED 48 IN. OC., AND SECURED TO STUDS WITH TWO
<br />NO. 8 X 2-1/2 IN. COARSE DRYWALL SCREWS, ONE THROUGH THE
<br />HOLE AT EACH END OF THE CLIP. FURRING CHANNELS ARE
<br />FRICTION FITTED INTO CLIPS.
<br />KINETICS NOISE CONTROL INC - TYPE ISOMAX
<br />-1. JOINT TAPE AND COMPOUND - VINYL OR CASEIN, DRY OR PREMIXED
<br />JOINT COMPOUND APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS
<br />OF OUTER LAYERS. PAPER TAPE, NOM 2 IN. WIDE, EMBEDDED IN FIRST
<br />LAYER OF COMPOUND OVER ALL JOINTS OF OUTER LAYER PANELS.
<br />PAPER TAPE AND JOINT COMPOUND MAY BE OMITTED WHEN GYPSUM
<br />PANELS ARE SUPPLIED WITH A SQUARE EDGE.
<br />8. SIDING, BRICK OR STUCCO - (OPTIONAL, NOT SHOWN) - ALUMINUM, VINYL
<br />OR STEEL SIDING, BRICK VENEER OR STUCCO, MEETING THE
<br />REQUIREMENTS OF LOCAL CODE AGENCIES, INSTALLED OVER GYPSUM
<br />PANELS. BRICK VENEER ATTACHED TO STUDS WITH CORRUGATED METAL
<br />WALL TIES ATTACHED TO EACH STUD WITH STEEL SCREWS, NOT MORE
<br />THAN EACH SIXTH COURSE OF BRICK
<br />9. CAULKING AND SEALANTS* - (OPTIONAL, NOT SHOWN) - A BEAD OF
<br />ACOUSTICAL SEALANT APPLIED AROUND THE PARTITION PERIMETER FOR
<br />SOUND CONTROL.
<br />UNITED STATES GYPSUM CO - TYPE AS
<br />3-5/8 20 GA. STEEL
<br />RUNNER SECURELY
<br />ANCHORED TO EXISTING
<br />STRUCTURE W/ SELF
<br />TAPPING SCREWS FOR LTWT
<br />CONC. AND METAL DECK
<br />OR TAPCONS FOR SOLID
<br />CONC. 6 16" O.0
<br />ONE LAYER OF 5/8"
<br />GYPSUM BOARD BOTH
<br />SIDES -PAINTED. SEE
<br />FINISH SCHEDULE.
<br />3-5/8" - 20 GA. STEEL
<br />STUDS 6 16" O.C. WITH FIRE
<br />STOPS 6 8'-0" VERT.
<br />(BEYOND)
<br />BASE AS PER ROOM
<br />FINISH SCHEDULE 4
<br />SPECS
<br />PARTITION TYPE
<br />WALL TYPE D.
<br />SCALE: 1" =1'-0"
<br />3-5/6", 20 GA. STEEL
<br />RUNNER SECURELY
<br />ANCHORED TO EXISTING
<br />STRUCTURE W/ SELF
<br />'APPING SCREWS FOR LTWT
<br />CONC. AND METAL DECK
<br />OR TAPCONS FOR SOLID
<br />CONC. a 16' O.0
<br />ONE LAYER OF 5/8"
<br />GYPSUM BOARD BOTH
<br />SIDES -PAINTED. SEE
<br />FINISH SCHEDULE.
<br />3-5/8" - 20 GA. STEEL
<br />STUDS 0 16" O.C. WITH FIRE
<br />STOPS 6 8'-0" VERT.
<br />(BEYOND)
<br />BASE AS PER ROOM
<br />FINISH SCHEDULE 4
<br />SPECS
<br />S 3g 8
<br />❑F PARTITION TYPE
<br />111-11-011
<br />WALL TYPE 6
<br />SCALE: 1" =1'-0"
<br />STRUCTURE ABOVE
<br />GLASS FIBER OR MINERAL
<br />WOOL INSULATION AT
<br />S F RESTROOMS,EE 00 L R
<br />PLAN.
<br />3-5/8", 20 GA. STEEL
<br />RUNNER SECURELY
<br />ANCHORED TO EXISTING
<br />STRUCTURE W/ 3/4" DEEP
<br />POWER ACTUATED
<br />FASTENERS 6 I6" O.0 (G.0
<br />SHALL VERIFY SLAB AND
<br />FLOORS ARE NOT
<br />PRE -CAST, POST
<br />TENSIONED OR
<br />PRESTRESSED PRIOR TO
<br />SHOOTING INTO SLAB.)
<br />FINISHED FLOOR
<br />STRUCTURE ABOVE
<br />WATER RESISTANCE AQUA
<br />TOUGH (2) SIDES AT
<br />RESTROOMS, SEE FLOOR
<br />PLAN.
<br />GLASS FIBER OR MINERAL
<br />WOOL INSULATION AT
<br />RESTROOMS, SEE FLOOR
<br />PLAN.
<br />20 GA. STEEL
<br />RUNNER SECURELY
<br />ANCHORED TO EXISTING
<br />STRUCTURE W/ 3/4" DEEP
<br />POWER ACTUATED
<br />FASTENERS @ 16" O.0 (G.0
<br />SHALL VERIFY SLAB AND
<br />FLOORS ARE NOT
<br />PRE -CAST, POST
<br />TENSIONED OR
<br />PRESTRESSED PRIOR TO
<br />SHOOTING INTO SLAB.)
<br />FINISHED FLOOR
<br />3-5/6", 20 GA. STEEL
<br />RUNNER SECURELY
<br />ANCHORED TO EXISTING
<br />STRUCTURE W/ SELF
<br />TAPPING SCREWS FOR LTWT
<br />GONG. AND METAL DECK
<br />OR TAPCONS FOR SOLID
<br />CONC, m 16" O.0
<br />ONE LAYER OF 5/5"
<br />GYPSUM BOARD BOTH
<br />SIDES -PAINTED. SEE
<br />FINISH SCHEDULE.
<br />3-5/8" - 20 GA. STEEL
<br />STUDS O 16" O.C. WITH FIRE
<br />STOPS a 8'-0" VERT.
<br />(BEYOND)
<br />BASE AS PER ROOM
<br />FINISH SCHEDULE 4
<br />SPECS
<br />5,
<br />8
<br />STRUCTURE ABOVE
<br />WATER RESISTANCE AQUA
<br />TOUGH (1) SIDE AT
<br />RESTROOMS, SEE FLOOR
<br />PLAN.
<br />GLASS FIBER OR MINERAL
<br />WOOL INSULATION AT
<br />ST OOMS S F RE R SEE FLOOR
<br />R
<br />PLAN.
<br />3-5/6", 20 GA. STEEL
<br />RUNNER SECURELY
<br />ANCHORED TO EXISTING
<br />STRUCTURE W/ 3/4" DEEP
<br />POWER ACTUATED
<br />FASTENERS 6 16" O.0 (G.0
<br />SHALL VERIFY SLAB AND
<br />FLOORS ARE NOT
<br />PRE -CAST, POST
<br />TENSIONED OR
<br />PRESTRESSED PRIOR TO
<br />SHOOTING INTO SLAB.)
<br />8 FINISHED FLOOR
<br />PARTITION TYPE
<br />ill= 11-011
<br />WALL TYPE S
<br />SCALE: V = 1'-0"
<br />METAL STUD FRAMING.
<br />6" STEEL COLUMN.
<br />SEE STRUCT. DRAWINGS.
<br />CORNER BEAD.
<br />COLUMN DETAIL #7
<br />SCALE: 1" =1'-0"
<br />1. ALL METAL STUDS SHALL BE PROVIDED BY DIETRICH METAL FRAMING OR APPROVED EQUAL.
<br />2. ALL DEMISING PARTITIONS TO DECK SHALL BE DIETRICH 6" STUDS "CSW" 18 GA., 624" O.C., TO A
<br />MAXIMUM HEIGHT OF 26'-0", FOR 5P5-F L/240. SHOULD CONDITION DIFFER, G.C. SHALL NOTIFY
<br />ARCHITECT IMMEDIATELY.
<br />3. ALL METAL STUDS SHALL BE 20 GAUGE (HOT DIPPED GALVANIZED) UNLESS OTHERWISE NOTED,
<br />TYP.
<br />4. ALL FIRE RATED WALLS SEPARATION AND/OR PENETRATIONS SHALL BE SEALED WITH AN UL
<br />LABELED FIRE RATED MATERIAL. G.C. SHALL BE RESPONSIBLE FOR PROVIDING ALL SHOP
<br />DRAWINGS AND/OR CUT SHEETS FOR ALL UL LABELED FIRE RATED MATERIALS NOT SPECIFIED IN
<br />CONSTRUCTION DOCUMENTS AND/OR SPECIFICATIONS, TYP.
<br />5. ALL JOINTS/DEPRESSIONS OF THE GYPSUM WALL BOARD SHALL BE TAPED, APPLIED THREE
<br />COATS OF SPACKLE, AND SANDED TO A SMOOTH FINISH READY TO RECEIVE FINISH AS PER
<br />SCHEDULE. WALLS AND CEILINGS ARE TO BE FREE OF ANY UNEVENNESS AT JOINTS AND
<br />CORNERS. ALL OUTSIDE CORNERS SHALL HAVE METAL BEAD AND SPACKLE.
<br />6. REFER TO FINISH SCHEDULE FOR FINISHES, TYP.
<br />1. CONTRACTOR SHALL FIELD VERIFY THAT SLABS t FLOORS ARE NOT PRE -CAST,
<br />POST -TENSIONED, OR PRE -STRESSED PRIOR TO SHOOTING OR DRILLING INTO SLAB, TYP.
<br />8. G.C. SHALL SECURELY ATTACH METAL STUD FRAMING TO STRUCTURE ABOVE AND SHALL
<br />PROVIDE BRACING is 32" O.C. ALTERNATING DIRECTIONS UNLESS OTHERWISE SPECIFIED, TYP.
<br />9. G.C. SHALL USE 16 GA. FLEX "C" TRACK(S) BOTH TOP AND BOTTOM CONNECTIONS BY
<br />FLEXIBILITY CONCEPTS AT ALL CURVED METAL STUD PARTITIONS. NO SUBSTITUTIONS
<br />10. FIRESTOPS AT CEILING GRID HEIGHT AND/OR 10-0" MAX. (VERT.)
<br />NOTE:
<br />1. VERIFY ALL WALL FINISHES WITH FINISH SCHEDULE.
<br />2. PROVIDE AQUA TOUGH MOISTURE RESISTANT BOARD. IN ALL WET LOCATIONS.
<br />3. RESTROOM WALLS TO RECEIVE SOUND ATTENUATION GATT INSULATION.
<br />4. MATTRESS FIRM SPACE TO RECEIVE R-19 INSULATION OR BETTER ON ALL INTERIOR SIDE
<br />OF EXTERIOR WALLS AND ROOF
<br />NOTE:
<br />ARCHITECT SHALL BE NOTIFIED WHEN FRAMING AND ROUGH INSTALLATIONS ARE
<br />COMPLETED FOR AN ON SITE VISIT PRIOR TO INSTALLATION OF DRYWALL.
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<br />Associates, Inc. AA26001933
<br />Architecture * Planning * Interior Design
<br />14125 N.W. 80th Ave. Suite 303
<br />Miami Lakes, Fl. 33016
<br />T. 786-235-9097
<br />F.305-362-4420
<br />dtiinfo@dtiarchitect-com
<br />www.dtiarchitect.com
<br />4arlzarro, R.A.
<br />079
<br />Revisions:
<br />Date I Description
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<br />Job Number:
<br />12049.01
<br />File name:
<br />Issued Date:
<br />07.16.13
<br />Drawn by:
<br />MCab
<br />Checked by:
<br />CTIZARRO
<br />SHEET NAME
<br />WALLTYPES
<br />CaC.
<br />DETAILS
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<br />SHEET NUMBER
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