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PARTITION TOP TRACK <br />TOP TRACK, ANCHORED TO DIAGONAL BRACING WITH <br />(2) #8 1-1/4" SCREWS, MIN. DO NOT MOUNT TO <br />CEILING GRID OR TILE. <br />CEILING AS SCHEDULED <br />WALL TYPE- PER PARTITION SCHEDULE <br />SCRIBE WALL BOARD TO CEILING GRID AND TRIM <br />NEAT AND TRUE. <br />BRACE TO STRUCTURE, ALTERNATE SIDES. USE <br />METAL STUDS AT 8'-0" O.C. MAX. MATCH WALL STUD <br />SIZE & GAUGE (3-5/8" 20 GA. MIN). PROVIDE BENT <br />LEG & FASTEN TO TOP TRACK WITH 5/32" DIA. SHOTS <br />PINS (ESR-1663). MAX. LENGTH OF BRACE 25'-0". <br />INSULATION WHERE OCCURS. SEE PARTITION <br />SCHEDULE ON CONSTRUCTION PLAN <br />PARTITION BOTTOM TRACK <br />1 <br />2" <br />FLOOR FINISH AS SCHEDULED <br />NOTE: <br />1.PROVIDE ACOUSTICAL SEALANT (OR FIRE CAULKING AT FIRE-RESISTANCE RATED WALLS) AT BOTH SIDES OF <br />WALL BOTTOM. <br />2.REFERENCE UL #BW-S-0001 FOR FIRE RESISTANCE RATED WALL ASSEMBLIES. <br />3.ALL JOINTS OR PENETRATIONS IN FIRE-RESISTANCE RATED WALLS ARE REQUIRED TO BE PROTECTED WITH A <br />UL LISTED FIRE STOP SYSTEM. <br />PARTITION- REFER TO PARTITION <br />SCHEDULE ON CONSTRUCTION PLAN <br />CONT. METAL BOTTOM TRACK TO MATCH <br />STUD GAUGE W/ 'HILTI' SHOT PIN AT 16" O/C. <br />ICC #ESR-2269 <br />JOIST WHERE OCCURS <br />25GA TOP TRACK WITH #8 SCREW <br />PER JOIST WITH MIN. 1-3/4" <br />IMBEDMENT <br />METAL STUD WALL WHERE OCCURS <br />PARTITION TO ROOF STRUCTURE <br />WALL PERPENDICULAR TO ROOF FRAMING <br />METAL STUD WALL BRACE <br />W/ (2) #8 WOOD <br />SCREWS W/ 1 1/2" MIN. <br />PENETRATION INTO <br />PURLIN <br />EXISTING <br />STRUCTURE W/ 2X <br />RAFTERS <br />WALL BRACE DETAIL <br />4" <br /> <br />M <br />I <br />N <br />. <br />EXISTING 2X RAFTERS <br />EXISTING PURLIN <br />CEILING AS SCHEDULED- REFER TO RCP <br />7' <br />- <br />1 <br />0 <br />" <br />CE <br />I <br />L <br />I <br />N <br />G <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br /> <br />( <br />V <br />. <br />I <br />. <br />F <br />. <br />) <br />CEILING SEPARATION PARTITION <br />UNDERSIDE OF STRUCTURE ABOVE <br />6" <br />MI <br />N <br />. <br />13 <br />' <br />- <br />8 <br />" <br />TO <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />E <br /> <br />A <br />B <br />O <br />V <br />E <br /> <br />( <br />V <br />. <br />I <br />. <br />F <br />. <br />) <br />NOTE: <br />1.PARTITION BRACING SHALL NOT BE ATTACHED TO CEILING GRID. GENERAL CONTRACTOR TO VERIFY EXISTING STUD <br />SIZE AND MATCH WHERE NEW PARTITION ABUTS EXISTING. <br />45 <br />° <br />6 <br />- <br />CEILING AS SCHEDULED- REFER TO RCP <br />7' <br />- <br />1 <br />0 <br />" <br />CE <br />I <br />L <br />I <br />N <br />G <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br /> <br />( <br />V <br />. <br />I <br />. <br />F <br />. <br />) <br />PARTITION- REFER TO PARTITION SCHEDULE <br />ON CONSTRUCTION PLAN <br />TOP OF SLAB OR FLOOR LEVEL <br />REFER TO SPECIFIED DETAIL FOR BRACE <br />FRAMING <br />CEILING HEIGHT PARTITION <br />6 <br />- <br />5 <br />- <br />1/ <br />2 <br />" <br />FULL-HEIGHT PARTITION <br />13 <br />- <br />8 <br />" <br />TO <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />E <br /> <br />A <br />B <br />O <br />V <br />E <br /> <br />( <br />V <br />. <br />I <br />. <br />F <br />. <br />) <br />NOTE: <br />1.PARTITION BRACING SHALL NOT BE ATTACHED TO CEILING GRID. GENERAL CONTRACTOR TO VERIFY EXISTING STUD <br />SIZE AND MATCH WHERE NEW PARTITION ABUTS EXISTING. <br />NOTE: <br />1.SEE METAL STUD TABLE ON THIS SHEET FOR STUD SIZING. <br />45° <br />UNDERSIDE OF STRUCTURE ABOVE <br />REFER TO SPECIFIED DETAIL FOR BRACE <br />FRAMING <br />PARTITION- REFER TO PARTITION SCHEDULE <br />ON CONSTRUCTION PLAN <br />4 <br />- <br />4 <br />- <br />TOP OF SLAB OR FLOOR LEVEL <br />5 <br />- <br />13 <br />' <br />- <br />8 <br />" <br />TO <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />E <br /> <br />A <br />B <br />O <br />V <br />E <br /> <br />( <br />V <br />. <br />I <br />. <br />F <br />. <br />) <br />4 <br />- <br />9 <br />- <br />TOP OF SLAB OR FLOOR LEVEL <br />PARTITION- REFER TO PARTITION SCHEDULE <br />ON CONSTRUCTION PLAN <br />CEILING AS SCHEDULED- REFER TO RCP <br />UNDERSIDE OF STRUCTURE ABOVE <br />SOUND BATT INSULATION IN CAVITY - <br />REFER TO PARTITION SCHEDULE <br />SOUND BATT INSULATION IN CAVITY - <br />REFER TO PARTITION SCHEDULE <br />SOUND BATT INSULATION IN CAVITY - <br />REFER TO PARTITION SCHEDULE <br />EXISTING WALL CONSTRUCTION <br />FLOOR FINISH AS SCHEDULED <br />FURRING AT EXISTING WALL <br />20 GA. CONTINUOUS TOP TRACK <br />EXISTING STRUCTURE ABOVE <br />20 GA. METAL FLOOR TRACK WITH 5/32" DIAMETER <br />SHOT PINS AT 24" O.C. WITH 1-1/8" TO 1-1/2" MIN. <br />EMBEDMENT (ESR-2269) OR APPROVED EQUAL. <br />TRACK GA TO MATCH VERTICAL. <br />FINISHED CEILING WHERE OCCURS, SEE RCP. <br />BATT INSULATION, STICK PINNED TO <br />CONCRETE. REFER TO PARTITION SCHEDULE <br />SINGLE LAYER 5/8" GYPSUM BOARD OVER <br />METAL STUDS- REFER TO PARTITION SCHEDULE <br />9 <br />- <br />13 <br />' <br />- <br />8 <br />" <br />TO <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />E <br /> <br />A <br />B <br />O <br />V <br />E <br /> <br />( <br />V <br />. <br />I <br />. <br />F <br />. <br />) <br />11 <br />2" <br />2 <br />1 <br />/ <br />2 <br />" <br />3" <br />2' <br />- <br />1 <br />0 <br />" <br />2'-0" MAX. <br />U.O.N. <br />PLASTIC LAMINATE BASE <br />ADJUSTABLE SHELVES ON 5MM <br />DIA. ROW HOLES 32MM O.C. MIN. <br />& 2" MAX., EQUALLY SPACED FROM <br />FRONT AND BACK <br />SCHEDULED COUNTERTOP <br />SCHEDULED BACKSPLASH <br />DOUG MOCKETT DP3B TAB PULL. <br />LOWER CABINET WITH DOOR <br />PLASTIC LAMINATE CABINET DOOR <br />WHITE MELAMINE INTERIOR, TYP. <br />PLASTIC LAMINATE BASE <br />PLASTIC LAMINATE CABINET DOOR <br />DOUG MOCKETT DP3B TAB PULLS. <br />SCHEDULED COUNTERTOP <br />2' <br />- <br />1 <br />0 <br />" <br />11 <br />2" <br />10" CLR. <br />2 <br />1 <br />/ <br />2 <br />" <br />SCHEDULED BACKSPLASH <br />2'-0" MAX. <br />U.O.N. <br />ACESSIBLE CABINET WITH SINK <br />WHITE MELAMINE INTERIOR, TYP. <br />9" <br /> <br />M <br />I <br />N <br />. <br />27 <br />" <br /> <br />M <br />I <br />N <br />. <br />8" MIN.6" MAX. <br />31 2" <br />ACCESSIBLE SINK - REFER <br />TO PLUMBING PLANS <br />(ICC ESR-3064P)BACKING DETAILSSMA- METAL STUD TABLE <br />'S'- SECTION HT. FOR GYP BOARD WALL <br />250S125-18 <br />Fy <br />(ksi)(5 PSF L/240) <br />SPACING <br />(in) O.C. <br />362S125-30 <br />250S125-30 <br />362S125-18 <br />600S125-18 <br />600S125-30 <br />MEMBER DEPTH: <br />(EXAMPLE: 6" - 600 X 1 100 INCHES) ALL MEMBER DEPTHS ARE <br />TAKEN IN 1 100 INCHES FOR ALL "T" SECTIONS MEMBER DEPTH <br />IS THE INSIDE DIMENSION <br />FLANGE WIDTH: <br />(EXAMPLE: 1 5 8" - 1.625"-162 X 1 100 INCHES) ALL <br />FLANGE WIDTHS ARE TAKEN IN 1 100 INCHES. <br />STYLE: <br />(EXAMPLE: STUD OR JOIST SECTION - S) THE FOUR ALPHA <br />CHARACTERS UTILIZED BY THE DESIGNATOR SYSTEM ARE: <br />MATERIAL THICKNESS: <br />(EXAMPLE: 0.054 IN. = 54 MILS: 1 MIL = 1 1000 IN.) <br />MATERIAL THICKNESS IS THE MINIMUM BASE <br />METAL THICKNESS IN MILS. MINIMUM BASE <br />METAL THICKNESS REPRESENTS 95% OF THE <br />DESIGN THICKNESSS= STUD OR JOIST. T = TRACK, U = CHANNEL. <br />F = FURRING <br />600 S 162 54 <br />(INTERIOR NON-BEARING WALL PER SSMA ESR-3064P <br />2 1/2" X 25 GA <br />3 5/8" X 20 GA <br />2 1/2" X 20 GA <br />3 5/8" X 25 GA <br />6" X 25 GA <br />6" X 20 GA 33 <br />33 <br />33 <br />33 <br />33 <br />33 <br />33 <br />33 <br />12 <br />16 <br />24 <br />12 <br />16 <br />24 <br />12 <br />16 <br />24 <br />12 <br />16 <br />24 <br />12 <br />16 <br />24 <br />12 <br />16 <br />24 <br />12 <br />16 <br />24 <br />12 <br />16 <br />14'-2" <br />12'-10" <br />11'-3" <br />15'-10" <br />14'-5" <br />12'-7" <br />16'-8" <br />15'-2" <br />13'-2" <br />18'-3" <br />16'-7" <br />14'-6" <br />17'-6" <br />15'-11" <br />13'-8" <br />19'-5" <br />17'-8" <br />15'-5" <br />22'-9" <br />20'-1" <br />16'-4" <br />27'-1" <br />24-7" <br />21'-6" <br />400S125-184" X 25 GA <br />400S125-334" X 20 GA <br />24 <br />600S125-336" X 20 GA 33 <br />12 <br />16 <br />28'-1" <br />25'-6" <br />22'-324 <br />OR BB24 (24" O.C.)- VERIFY <br />BB12 (12" O.C.) BB16 (16" O.C.) <br />'CLARK DIETRICH' BACKER BAR <br />MTL. STUDS- PER PARTITION SCHEDULE <br />SPACING IN FIELD <br />D-11 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />13 <br />DE <br />T <br />A <br />I <br />L <br />S <br />TE <br />N <br />A <br />N <br />T <br /> <br />I <br />M <br />P <br />R <br />O <br />V <br />E <br />M <br />E <br />N <br />T <br />SH <br />E <br />E <br />T <br /> <br />T <br />I <br />T <br />L <br />E <br />: <br />JO <br />B <br /> <br />T <br />I <br />T <br />L <br />E <br />: <br />HA <br />R <br />B <br />O <br />R <br /> <br />B <br />U <br />S <br />I <br />N <br />E <br />S <br />S <br /> <br />P <br />A <br />R <br />K <br />36 <br />0 <br />1 <br /> <br />W <br /> <br />M <br />A <br />C <br />A <br />R <br />T <br />H <br />U <br />R <br /> <br />B <br />L <br />V <br />D <br />, <br /> <br />S <br />U <br />I <br />T <br />E <br />S <br /> <br />9 <br />0 <br />9 <br />- <br />9 <br />1 <br />1 <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 />4 <br />REVISIONS <br />24-236.15 <br />12 <br />2025