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<br /> � CAUTIO(� : F TH S SHEE-(- IS NO-� 30�" x42�" IT IS A REDUCED PR1 �J -�
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<br /> �� DECK LINE Y
<br /> WALL TYPE NOTES: � BRACE TO STRUCTURE, o M � �
<br /> � � / ALTERNATE SIDES. USE METAL � �
<br /> 1. INTERIOR GYP. BD. WALLS SHALL CONFORM TO ICC-ESR-1338 / STUDS (�? 4'-0" O.C, MATCH r �
<br /> 2. SEE LIMITING WALL HEIGHT TABLE FOR METAL STUD GAUGE AND SPAC{NG WALL STUD SIZE & GAUGE (3 ¢ �j W
<br /> BASED ON WALL HEIGHTS AND STUD SIZES AS NOTED ON EACH WALL TYPE. 2 5/8" 20 GA. MIN.) BEND WEB o �
<br /> 3. MAX. STUD SPACWG SHALL BE 24'�. - � / & FASTEN TO TOP TRACK. i- O- �
<br /> 4. MINIMUM FASTENER SIZE SHALL BE #6 - 1-1/4" SCREWS. h \ / MAX. LENGTH OF BRACE 25'-0" w
<br /> • 5. MAXIMUM FASTENER SPACING SHALL BE 12" FIELD AND 8" AT EDGES. � w �
<br /> 6. ALL WALL STUDS TO BE 3-5/8", U.O.N. INSULATION z � .i
<br /> 7. ALL RESTROOM WALL STUDS T0 BE 6" AND FULLY WSULATED, U.O.N. � � �
<br /> SUSPENDED ACOUSTICAL CEILING, � �
<br /> SEE RCP � �
<br /> WALL TYPE PATTERN SCRIBE WALL BOARD TO CEILING �
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<br /> GRID AND TRIM NEAT AND TRUE � � �
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<br /> WALL TAG MODIFIERS: TOP TRACK SECURED TO WALL � �
<br /> BRACE W/ (2) #8 SHEET METAL �
<br /> �
<br /> � •
<br /> C3= 3-5/S" METAL STUDS SCREWS � ��/ �
<br /> BOTTOM TRACK FASTENED TO � Ii� �
<br /> FLOOR � 16"O.C. MAX. � � �
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<br /> 5/8" GYPSUM - WALL BASE WHERE OCCURS, �
<br /> BOARD EACH SIDE SEE FINISH PLANS ,1
<br /> OVER METAL STUDS, �., o
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<br /> TABLE FOR SPACING FLOOR LINE �
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<br /> WALL TO UNDERSIDE OF CEILING � ,� o
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<br /> SCALE: 1-1/2"=1'-0" IWAMT-Wall_type_C-01 � �' °�`
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<br /> 1. S T E E L S T U D S A N D R U N N E R S: M I N I M U M B A S E-M E T A L T H I C K N E S S: 00 � � � � �� � � � �
<br /> a. 25 GAGE UNLESS INDICATED OTHERWISE ON DRAWINGS OR BELOW: J °�' '" •° ;.� v � � ° �
<br /> 1) INTERIQR METAL STUD/GYPSUM BOARD ASSEMBLIES TYPICAL LOCATIONS: WITHSTAND = � � °�' � ~ � � `� N
<br /> � �
<br /> LATERAL LOADING (AIR PRESSURE) OF 5 PSF WITH DEFLECTION LIMIT NOT MORE THAN a a Q . � CONCRETE ROOF/FLOOR � � �'" .� °A •� o '� ¢' `�'
<br /> �
<br /> L/240 OF PARTITION HEIGHT. a �
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<br /> 2) INTERIOR METAL STUD/GYPSUM BOARD ASSEMBLIES AT LOCATIONS WITH CERAMIC TILE OR � �� . 4 � POWER-DRIVEN FASTENERS C�? Q
<br /> �
<br /> OTHER HARD SURFACE FINISHES: WITHSTAND TYPICAL LATERAL LOADING (AIR � . . : � 16" MAX. PENETRATION AT �
<br /> PRESSURE) WITH DEFLECTION LIMIT NOT MORE THAN L/360 OF PARTITION HEIGHT, a � � POST-TENSION SLAB �
<br /> MINIMUM 20 GAGE STUDS AT 16" ON CENTER a ICC-ESR-1752 0
<br /> 3) WHERE WALL MOUNTED EQUIPMENT, WOODWORK, AND CASEWORK ITEMS ARE INDICATED OR � � � a '- � � /''��z
<br /> • ELSEWHERE AS SHOWN ON DRAWINGS, PROVIDE MINIMUM 16 GAGE STUDS. .� � a d 1-1/2"x4" 12 GA. ANGLE ¢ W W t`-"'tQ�
<br /> 4) AT PARTITIONS SCHEDULED TO RECEIVE TILE BACKING PANELS OR CERAMIC TILE FINISH, 4 �� CLIP. MATCH BRACE/STRUT ,�; � � ��"'' z 6,
<br /> PROVIDE MINIMUM 22 GAGE STUDS. WIDTH WITH (2) #10 SCREWS, N � U '�^'�'�c=n �,
<br /> 5) AT JAMBS OF OPENINGS PROVIDE TWO MINIMUM 20 GAGE STUDS. \ TYP. o � Q ,L--�-�� �
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<br /> 6) CEILINGS: AT CEILINGS USING MOLD-MILDEW RESISTANT GYPSUM, FRAMING TO BE 16 M E T A L D I A G O N A L B R A C E A S �p
<br /> INCHES O.C. FOR 5/8" GYPSUM. \ SHOWN ON WALL TYPE = a w X
<br /> 7) REFER TO DIVISION 5 FOR COLD FORMED STUD FRAMWG WHICH IS EXPOSED TO WIND � � � >Q W
<br /> LOADS AND FOR STUDS CARRYING HEAVY VERTICAL LOADS (STONE TILE THICKER THAN �� o � � p c~n
<br /> 3/4 INCH, ETC) � o �
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<br /> � � �
<br /> b. WHERE PARTITION HEIGHTS EXCEED STUD MANUFACTURER'S RECOMMENDED SPANS, PROVIDE � � �
<br /> STRUCTURAL CALCULATIONS. � > c�
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<br /> � DESIGN BUILD METAL STUD WALL SWAY BRACE �
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<br /> MEMBER DEPTH: FLANGE WIDTH: w � O
<br /> (EXAMPLE: 6" =60o X 1/100 INCHES) (EXAMPLE: 1 5/8" = 1.625" �162 X �
<br /> � �
<br /> ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 1/100 INCHES) ALL FLANGE WIDTHS � �
<br /> INCHES. FOR ALL "T" SECTIONS MEMBER ARE TAKEN 1N 1/100 INCHES. Q �
<br /> DEPTH IS THE INSIDE DIMENSION. � F—
<br /> �
<br /> • STYLE: 6�� S 162 - 54 MATERIAL THICKNESS: � �
<br /> (EXAMPLE: STUD OR JOIST SECTION =S ) . (EXAMPLE: 0.054 IN. = 54 M(LS; 1 MI� =1/1000 W � �^
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<br /> THE FOUR ALPHA CHARACTERS UTILIZED BY IN.) MATERIAL THICKNESS IS THE MINIMUM BASE ,l,
<br /> THE DESIGNATOR SYSTEM ARE: METAL THICKNESS IN MILS. MINIMUM BASE METAL BOTTOM TRACK WITH z }- OO
<br /> THICKNESS REPRESENTS 95� OF THE DESIGN POWER-DRIVEN FASTENERS AT o � O
<br /> S= STUD OR JOIST, T= TRACK, U= CHANNEL, THICKNESS.
<br /> F = FURRWG 16"O.C. MAX. � �
<br /> INTERIOR NON-STRUCTURAL NON-COMPOSITE ICC—ESR-1752 � � �
<br /> z (S)STUD SPACING 5 PSF (S)STUD SPACING 5 PSF � ��
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<br /> STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) 800S125-68 (50 KSI� 24" 33'-4" " N �
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