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<br />IF THIS SHEET IS NOT 24"xW" IT IS A REDUCED PRINT
<br />MEMBER DEPTH: FLANGE VVIDTN:
<br />(EXAMPLE: 6" =600 X 1/100 INCHES) (EXAMPLE: 1 5/8" = 1.625" -162 X 'FALL TYPE NOTES:
<br />ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 1/100 INCHES) ALL FLANGE WIDTHS
<br />INCHES. FOR ALL "T" SECTIONS MEMBER ARE TAKEN IN 1/100 INCHES. 1. INTERIOR GYP. BD. WALLS SHALL CONFORM TO IC-S-13 7
<br />DEPTH IS THE INSIDE DIMENSION. 2. SEE LIMITING WALL HEIGHT TABLE FOR METAL STUD GAUGE AND SPACING AT GA. 6" MTL STUDS (6005125-3P)
<br />600 S �62 - BASED ON WALL HEIGHTS AND STUD SIZES AS NOTED ON EACH WALL TYPE. 25 GA. X 2" FLANGE AT 24"O.C. UP TO 10'-11" &MIDSPAN
<br />STYLE: MATERIAL THICKNESS: ,>
<br />3. MAX. STUD SPACING SHALL BE 24". (362T125-18) SUPPORT 15 -9 W/R-21 BATT INSULATION
<br />(EXAMPLE: STUD OR JOIST SECTION =s) (EXAMPLE: 0.054 IN. = 54MILS; 1 MIL=1/1000 4_ MINIMUM FASTENER SIZE SHALL BE #6 - 1-1/4" SCREWS. TOP TRACK, OVERLAP (TO SPAN BOTH RESTROOMS USE 600
<br />THE FOUR ALPHA CHARACTERS UTILIZED BY IN.) MATERIAL THICKNESS IS THE MINIMUM BASE ® CORNERS & INTERSECTIONS S125-33 W/ MIDSPAN SUPPORT UP TO
<br />THE DESIGNATOR SYSTEM ARE: METAL THICKNESS IN MILS. MINIMUM BASE METAL 5. MAXIMUM FASTENER SPACING SHALL BE 12" FIELD AND 8 AT EDGES. & CONN. W 3
<br />THICKNESS REPRESENTS 95% OF THE DESIGN 6. ALL WALL STUDS TO BE 3-5/ 8", U.O,N. % ( )8 SCREWS 15'-7" PER SSMA)
<br />S = STUD OR JOIST, T = TRACK, U = CHANNEL, THICKNESS. 7. ALL RESTROOM WALL STUDS TO BE 6" AND FULLY INSULATED, U.O.N. 1
<br />F = FURRING f 8P-0"
<br />INTERIOR NON-STRUCTURAL NON -COMPOSITE: - 6`-
<br />(S) STUD SPACING 5 PSF (S) STUD SPACING 5 PSF
<br />F� I
<br />ca MEMBER (IN.) O.C. L1240 MEMBER (IN.) O.C. L1240 NOTE:
<br />r" 250S125-18 12" 10'-6" 40OS125-43 12" 20'-9" FASTEN GYP. TO STUDS r 5yf 8 i TYPETL U ° 6®05125-18) C 24" O.C.
<br />- W/ #6 SCREWS ® 6" O.C, X G.W.B. FOR BOTH
<br />o 250S125-18 16" 9'-7" 400S125-43 16" 18'-10' Q SIDES W/ VAPOR BARRIER
<br />c„ - EDGES & 12 O.C. FIELD
<br />�d 250S125-18 24" 89-3" 400S125-43 24" 16'-5" n ON WARM SIDE OF WALL &
<br />"' R-19 BATT INSULATION
<br />cn ,"
<br />2,50 125 '33 12'„ 13>,-2 4005125-54 (,50 KSI,) " 12" 22'-2" NOTE: 3625125 IS M
<br />LU
<br />STRUCTURALLY EQUIVALENT
<br />° 250S125-3340,OS125-54 (50 KSf).. i,6" 20'-2'
<br />TO 350S125 362T125 IS
<br />'" STRUCTURALLY EQUIVALENT T
<br />E 25QS125=33 24 10,-6 4005125=54, (5C Kai); 24' 17.-7 =c
<br />e v, TO 350T125 I CONT. 20 GA. MTL, STEEL
<br />250S125-43 12" 14 -4 40OS125-68 (50 KSI) 12" 23 -8 L RUNNER CHANNEL (3625125-33)
<br />0 250S125-43 16" 13'-040OS125-68 (50 KSI) 16" 21'-6" � � ANCHORED TO FLOOR WITH POWDER
<br />LijACTIVATED FASTENING SYSTEM
<br />250S125-43 24" 11'-5" 40OS125-68 50 KSI 24" 189-10" c~n
<br />( ) �._-__a Q 2499 O.C. (ALLOWABLE UP TO 16>-3")
<br />600S125:-2r7�
<br />362-S125 1.8 12' 14 C} 6:00S125 :27PARTITIO
<br />36iS125 18 16' ; 12' ' 6„OQSfi25`-;27x SCALE: 1 "-1'-0" IWAMT-Partition_at_rr-SEA
<br />3625125-18 24"> 9' �1 T' 600S125-33 12" 26'-2" v
<br />362S125-33 12" 17'-7" 60OS125-33 '16" 23'-9"
<br />362S125-33 16" 16'-0" 60OS125-33 24 20'-6" DESIGN BUILD METAL STUD:
<br />362S125-33 24 14 -0 6tC}5125 :4 i = 12'`' 1
<br />RUNNERS: - STEEL STUDS AND RS° MINIMUM BASE METAL THICKNESS:
<br />362S125=" 3 12"- 19 ' - 60 5125-43 16%` 25 GAGE UNLESS INDICATED OTHERWISE ON DRAWINGS OR BELOW:
<br />r,: 1) INTERIOR METAL STUD/GYPSUM BOARD ASSEMBLIES, TYPICAL LOCATIONS: WITHSTAND
<br />362sS12543 .1.6 17 -5 60(JS125- 43 24_' LATERAL LOADING (AIR PRESSURE) OF 5 PSF WITH DEFLECTION LIMIT NOT MORE THAN
<br />3`62S125-43 2.4"`: 15' 60OS125-54 (50 KSI) 12" 30'-9" _; L/240 OF PARTITION HEIGHT.
<br />`� 2) INTERIOR METAL STUD GYPSUM BOARD ASSEMBLIES AT LOCATIONS WITH CERAMIC TILE OR
<br />362S125-54 (50 KSI) 12" 20'-6" 600S125-54 (50 KSI) 16" 27'-'11" - / BOTTOM TRACK WITH
<br /><c OTHER HARD SURFACE FINISHES: WITHSTAND TYPICAL LATERAL LOADING (AIR POWER -DRIVEN FASTENERS AT
<br />3625125-54 (50 KSI)16" 18'-7" 6005125-54 {50 KSI} 24" 24'-5" PRESSURE) WITH DEFLECTION LIMIT NOT MORE THAN L/360 OF PARTITION HEIGHT, 16"O.C. MAX.
<br />3625125-54 (50 KSI) 24P' 16'-3" 6.00S1 �5"�68 (50 KSI)1. 1'2 33`-0" -50
<br />MINIMUM 20 GAGE STUDS AT 16" ON CENTER IC � S �1 2
<br />JP > ,,; � < 3) WHERE WALL MOUNTED EQUIPMENT, WOODWORK, AND CASEWORK ITEMS ARE INDICATED OR LARK � 22668
<br />362S125 68 (50. KS!) 12 21 _ �11' 60 5125�:68 (5� KSI) > 16 ; 30 -0 . ° I� ELSEWHERE AS SHOWN ON DRAWINGS, PROVIDE MINIMUM 16 GAGE STUDS.
<br />3,625125 ' 68 50 KSI ' ` 1:6"' 19'-1,1 6OOS12S-;68. .50 KSI, 24" 28' =2' Q 4) AT PARTITIONS SCHEDULED TO RECEIVE TILE BACKING PANELS OR CERAMIC TILE FINISH,
<br />(.. ) (,,., ).
<br />PROVIDE MINIMUM 22 GAGE STUDS.
<br />n 1Y � • `,! PP , . • i 'lBi
<br />36 5125-`68 (SQF KS!) �4'"1.7 5 8005125-43 12 36 -1" � .�- #10 SCREWS (TYP.)
<br />L, 5) AT JAMBS OF OPENINGS PROVIDE TWO MINIMUM 20 GAGE STUDS.
<br />40OS125-18x 12" 14'-9" 800S125-43 16 32'-9' � z 6) CEILINGS: AT CEILINGS USING MOLD -MILDEW RESISTANT GYPSUM, FRAMING TO BE 16
<br />o INCHES O.G. FOR 5 8" GYPSUM. I ACOUSTICAL SEALANT
<br />40OS125-18x 16" 12'-10P9 800S125--43 24" 28'-8' /
<br />Q 7) REFER TO DIVISION 5 FOR COLD FORMED STUD FRAMING WHICH IS EXPOSED TO WIND�
<br />400S125-18x 24" 10'-5" 8005125-154 (5Q KSI}; 12 38 9 Q LOADS AND FOR STUDS CARRYING HEAVY VERTICAL LOADS (STONE TILE THICKER THAN \ I
<br />CONCRETE FLOOR
<br />cn
<br />40,0.S125:-3 12' ,> 19' 1Q°' 80aS125-154 50yKSI} 16 35 =I?" a 3f4 INCH, ETC)
<br />s-
<br />400S125 17 3' $OOS125 ,'S4 (50 KSI); 2,4'Y 30'=9 b. WHERE PARTITION HEIGHTS EXCEED STUD MANUFACTURER'S RECOMMENDED SPANS, PROVIDE a
<br />= STRUCTURAL CALCULATIONS;
<br />,400S125 `33 24' ' 15'=1 8005125-68 (50 KSI} �I 12" 41'-11" o
<br />NOTE: ALL STUD INFORMATION IS BASED ON: 800S125-6$ (50 KSI) 16" 38'-1" z cn
<br />STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) 80OS125-68 (50 KSI) 24" 33'-4" "
<br />ICC ESR-3064P
<br />LIMITING WALL HEIGHT TABLE-L/240 DESIGN BUILD METAL STUD WALL BASE FULL HEIGHT NON -RATED WALL
<br />SCALE: NONE IWAMT-Heightht table-L 240-SSMA10) SCALE: N. .� . - "- '- _ _
<br />g _ - S ItNAMT-Design_Bu�ld Metal_Stud SCALE. 3 -1 0 IWAMT Base_typ 01
<br />NOTE:
<br />PROVIDE METAL BLOCKING BETWEEN STUDS TO MOUNT `�
<br />a
<br />LIGHT SWITCH/SENSOR & THERMOSTAT AT DIMENSION
<br />INDICATED a
<br />a a a EXISTING CONCRETE WALL.
<br />a
<br />a
<br />6" DOOR HANDLE a a SEALANT
<br />f- LIGHT SWITCH'/SENSOR
<br />t' THERMOSTAT
<br />METAL J-MOLD
<br />INSULATION WHERE OCCURS.
<br />o
<br />`-----5 fga° TYPE „XPr GYP. BD, ON
<br />f METAL FURRING STUDS,
<br />FOR PARTITION FRAMING, SEE
<br />1 1 /299 THICK SHELF WITH WALL STUD TABLE &
<br />LAMINATED PLASTIC FINISH
<br />REFERENCED DETAILS.
<br />. „
<br />ON ALL SURFACES
<br />PROVIDE L-SHAPED
<br />BRACKETS SCALE: 3/8"=V-0" IMIMI-Light-switch-T-stat-02-U7 SCALE: Y=1'-O" IWACO-Wall-perimeter-01
<br />I
<br />N I
<br />I I
<br />3 4" PLASTIC LAMINATE 3/4" PLASTIC LAMINATE 3/4" PLASTIC LAMINATE W = MAX.. 100 lb. PER STUD.
<br />2'-0" COUNTERTOP COUNTERTOP COUNTERTOP
<br />2'-0" 2'-0"
<br />— 3/4" PLASTIC LAMINATE _ 3/4" PLASTIC LAMINATE — - 3/4 PLASTIC LAMINATE
<br />N 1 2" no 16 GA. METAL STUD 16' Q.C.
<br />x, n r: / BACKSPLASH WITH 1 /4" 1 /2° BACKSPLASH WITH 1 /4„ - 1 f2 .1 BACKSPLASH WITH 1 /4" @ ALL BACKING STUD TRACKS
<br />\`� " RADIUSED COVE RADIUSED COVE o < >- i
<br />0 ( ca f- �r RADIUSED COVE i
<br />u
<br />0 I I 1/2" MELAMINE DRAWER BACK � v,�I � - � --____ ____ � 3/4" x 3" STRETCHER, TYP,
<br />LL
<br />%- — _ _ & SIDES I 3/4„ x 2" CLEAT c`,
<br />Lo
<br />- — ( - __-,i W/OFFSET DRAIN, 6" DEEP MAX.
<br />< STAINLESS STEEL SINK
<br />3/4 MELAMINE DRAWER 16 GA.X6"X1-1/2"
<br />� m� BOTTOM 3/4" SUBTOP \ UNPUNCHED METAL TRACK
<br />" - i� 3/4" PLASTIC LAMINATE i W/LEGS CLIPPED & BENT C
<br />3/4 PLASTIC LAMINATE 8 �� FALSE. FRONT TO ALIGN W!T#i i
<br />EA. STUD, ATTACH TO EACH
<br />DRAWER FACE
<br />o ® ADJACENT CABINET BEYOND ® 0 I,. MIN. i ADJACENT DRAWERS i STUD W/3(#10) SELF -DRILLING
<br />i 3/16" DIA. HOLES FOR SHELF T I� I T AND SELF -TAPPING SHEET
<br />SUPPORTS, TYP. ( UNDER -COUNTER I t Q 1: 6�� �— FOOD WASTE DISPOSER AT i METAL SCREWS (TO MIN. 3
<br />o e EQUIPMENT �^ MAX. i LOCATIONS INDICATED PER
<br />3/4" MELAMINE SHELF (1" IF � SLOPE ii PARTITION PLAN i� STUDS) EXTEND BACKING 1
<br />® BAY BEYOND EDGE OF
<br />OVER 3'-0" WIDE), TYP.
<br />1 •� a 1 4' MELAMINE BACK, TYP.
<br />w -_ CABINET /EQUIP.
<br />PROVIDE EDGE BANDS AT I c��� /
<br />FRONT & BACK I - 6"
<br />° DRAIN &HOT WATER PIPING
<br />3- MAX. TO BE WRAPPED WITH
<br />INSULATION AS REQUIRED NOTE:
<br />=�-- - 3/4" x 3" STRETCHER, TYP. L _ � _ _ J
<br />2 x 4 WOOD STRETCHERS ,4T ~' FRAMELESS CONCEALED HINGE DO �90T CUT FLANGES
<br />3' 2'-0" O.C. �� TYP. / BETWEEN SUPPORTING
<br />11 _ � STUDS
<br />PLASTIC LAMINATE BASE I�lEE TOE MIN,
<br />ACCESSIBLE INTEGRAL L\
<br />TOE -KICK
<br />_LOWER CABINET AND SHELF LOWER CAB. AT EQUIP. OPENING -LOWER CABINET AT SINK BACKING DETAILFOR
<br />1"=1'-09f Ifv1UVCB-Low-drws_splash-01 16
<br />10 SCALE: 1"=1'-0" IMWCB-Low-equipment-splash-01 SCALE: 1"-19-0" IMWCB-Low-sink_spiash-01 SCALE: N.T.S. IWAMI-Wall-equip backing-01
<br />04
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