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07-1196-023
Y Y *ego • r• V " w v r •• • r • r ••• • • r G • • r „ • u • 00.00 • • r • • • Y • I G GAUGE STUDS PER XIX Gr•r r.•rY ra., ••• • rr•• • » • • IT EACH SIDE, Y G rrur • •••r• G r•. • •rYr TOP >t I / I G I -G FULL HEIGHT OF STUDS WALL TILE BOTTOM 1/b LIGHT GAUGE STUDS A "A" PLAN - RA SUSHI CORPORATION AS OCCUR 5COTT5DALE, AZ THINSET 5/6" W.R. TYPE "X" GYPSUM BOARD STEEL MEMBER AS 1.5 GAUGE CONTINUOUS 1 b GAUGE sruDS (2) I O SCREWS DAVID A. UDKOW ARCHITECT OCCURS 0 0 (1) 10 SCREW @ TRACK 10 S.M.S. @ I G" O.C., DEEP LEG TRACK HEADER TOP * BOTTOM 1 18,51 N. 1 13TH STREET EACH 51DE TYPICAL 5COTT5DALE, AZ 85251 T: 460.614.3365 2" FINGER COVE G GAx4 "x I' -2" R @ I G" (2) # 10 SCREWS EACH O.C., ENGAGE 2 DECK * _ F: 480:6 1 4.0201 BASE TILE SIDE I G" O.C., FII�T @ FLUTES MINIMUM N BEND WEB OF HEADER E: davl aoav "N a zio .net v _ , FLOOR TILE LIGHT GAUGE STUDS ---� PLATE TO DECK EACH SIDE, FULL HEIGHT OF SILL (OPTIONAL) I •» •-'`` AS OCCUR STEEL NETWORK INC. _G B , �r _ VERTIGLIP SLB OR �, „� B SECTION ENGINEERS APPROVED z ' EQUAL @ EACH STUD w/ (2) # 12 SCREWS IN "V� y " _ © q Q q SLOTTED HOLES, SCREWS PROVIDED BY CLIP I M.S. METAL DECK PER PLAN (2) 0 S ' r�rC�,�• 4 @ I G" O.C. w`'��= MANUFACTURER 4 ELEVATION SECTION • 4 TILE COVE BASE 21 STEEL 5TUD CONNECTION TO STEEL MEMBER 18 WALL CONNECTION METAL DECK 15 51LL CONNECTION 311= 1' -011 311= 1 1-011 311= 1' -011 1-11211= 1 1 -011 G GAUGE STUDS PER X/X I/I G I -G EACH SIDE, FULL HEIGHT OF STUDS FL STUD SCHEDULE (1) e " A" PLAN WALL TILE DEPTH GAUGE B C (MIN) AREA (IN 2) 1 (IN 4) 5 (IN 3) MAX 5PACING OF BRIDGING (2) REMARKS 20 I.G25" .50" 275 C92 .34G 4'-0" 4" 16 1425" -50" .357 .692 .44G 4' -0" EACH SIDE, PULL LENGTH (OPTIONAL) LIGHT GAUGE STUDS I G 1 425^ .50' .443 1.05 .533 1/b 1 -G THIN5ET AS OCCUR o 20 I.G25" .50" .344 1.75 .596 4'-0' 16 I.G25" .50" .447 2.32 .772 4' -O" wM�G" tc I.G2s^ 50" ssc z.aG 553 4' -0" 5 /6" W.R. TYPE "X" GYPSUM "X -DNI" FASTENER w/ I 112" " Q la I.G25" .50" .537 4.4.3 I.IG 4' -O" U.J 11 U BOARD EMBED (I.C.B.O.23bb) 0 6 " S0" G70 5.74 I.43 4' -O" # 10 S.M.S. @ 12" O.C. @ CENTER 1/3 SPAN 10 5.M.5. @ 4" O.C. @ END 1/3 SPAN �/ O !4 1.625' .50" .53G 7.05 1.7G 4'-0" IG I.G25" 50" 65C 15.73 2.02 4' -0" FINGER COVE MATCHING m 'B" P R SCHEDU E X/X COLOR TILE @ TOP (f) I O SCREW @EACH SIDE 16 GAUGE CONTINUOUS r� U 12" I4 I .G25" .50" 1.121 15.52 2.9s 4' -O' - TRACK TRACK SCHEDULE m 1�� DEPTH GAUGE B AREA I 5 RJ~MARK5 (IN z) (IN 4) (IN 3) A 16 1.25' .293 GGG .262 STANDARD F„ IC 1.25" .3C7 .662 .361 STANDARD I b GAUGE TRACK (I G GAUGE @ WATER CUT TILE MOLDING o 16 1.25' .363 1.75 .515 STANDARD G" I 1.25• 450 2.22 G53 STANDARD OPENING 12' -1 " LARGER) CORNICE ABOVE 16 1.25" .473 3.CO .735 STANDARD (2) # 10 SCREWS TOP BOTTOM la 6" I G 1.25' .594 4.54 .5G i STANDARD 12• 1 G 1.25" .52 13.12 1 .3G STANDARD CV • 4" 14 1 .25" -496 1.237 .513 DEEF LEG FLOOR DECK SYSTEM AS G" I G 1.25" .505 2.4G 714 DEEF LEG ' (b) #10 S.M.S. EACH SIDE @OPENINGS < 12' -O ", PLAN 5ECTION OCCURS OR SLAB WHERE w (1 2) # 10 5.M.5. EACH 51DE @ OPENING > 1 2' -1 " OCCURS r V J r NOTE5: 1. 5EE GENERAL NOTES ON 5HEET X FOR ADDITIONAL INFORMATION. N BEND WEB TOP BOTTOM 2, SKIDGING MUST OCCUR WHERE STUDS ARE NOT DRACED I5Y FINISH ON 150TH 51DE5 OF STUD. b GAUGE STUDS UNPUNCHED (16 GAUGE @ OPENING 1 2' -1 " LARGERLDEPTH PER SCHEDULE 23 HEADER CONNECTION 20 TILE COVE CORNER 17 WALL CONNECTION FLOOD DECK 14 LIGHT GUAGE 5TEEL FOAMING SCHEDULE I- 1/2"= 1 1 ^011 311= 1 1 -/• LA 0 311= 1 1-011 NONE= I ' -O" ■ REVISIONS E1 15T LANDLORD SUBMIT TAL El 1`t City Submittal 8.20.07 ❑ LIGHT GAUGE STUDS 5 /6"0 ANCHOR LIGHT GAUGE STUDS AS OCCUR AS OCCUR BOLT @ 32" O,C, * WITHIN 9" OF ❑ (2) # 10 SCREWS END OF ANY SECTION OF TRACK T11- @ I G" O.G. 16 GAUGE CONTINUOUS " TRACK 16 GAUGE CONTINUOUS TRACK TOP (I J I O SCREW @ ❑ 12 -22 -06 BOTTOM EACH SIDE (1) # 10 SCREW @ EACH 51DE NOTCH BACKING • PLATE @ STUD, TYPICAL ❑ CONCRETE SURFACE 6005 162 -54 BACKING PLATE • � p STEEL MEMBER AS � @ ISTUD) OCCURS v EACH TYPICAM.S. Q CONTINUOUS SINGLE 4 o o SLOTTED SLIP TRACK • SCREWS PER `N 5529 REFERENCED DETAIL (1) # 10 SCREW D OUTH MIAMI, FT L @ EACH 51DE Q " MAX " I2 GAUGE CLIP L 1 2�__L - - - @ EACH STUD 0704 a LIGHT GAUGE STUDS AS OCCUR ' RA 2 • 4 4 4 INTERIOR DETAILS 22 5TEEL STUD CONNECTION TO STEEL MEMBER 19 WALL CONNECTION METAL DECK 16 WALL CONNECTION P, CONCRETE FLOOK 13 BACKING PLATE 51GNAGE 311= 11-011 31= 1 ' -011 '111= 1 1 -011 J NONE= I ' -O"