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3 5/8" X 20 GA. MTL. STUD <br />DIAG. BRACE -CUT AND <br />FOLD TERMINATION AT <br />DECK AS ILLUSTRATED <br />SHT. METAL FASTENER TO FLAT <br />BLOCKING -TYPICAL (X2) <br />#8 SHEET METAL SCREW -TYP. <br />(X3) <br />SEE PLAN <br />FO <br />R WIDTH <br />20 GA. RUNNER TRACK <br />#10 S.M.S. SCREWS @ EA. <br />SIDE -TYP @ EA. STUD <br />MTL. PARTITION <br />STUD -TYP. <br />CONCRETE SCREWS - <br />SEE 2/AD.01 <br />NOTE: WHERE FULL HEIGHT <br />SHEATHING OCCURS ON <br />BOTH SIDES OF METAL STUD <br />FRAMING, BRIDGING MAY <br />BE OMITTED <br />2-NO 10 SMS <br />CLIP ANGLE 1 1/2"x1 1/2"x <br />18 GA FULL WIDTH OF <br />STUD WITH 2 -10 SMS TO <br />STUD <br />COLD ROLLED CHANNEL <br />1 1/2"x18 GAUGE <br />CONTINOUS BRIDGING <br />AT 4'-0" O.C. MAX <br />FINISH FLOOR. <br />SEE FIN. SCH. <br />BASE SEE FIN. <br />SCH. <br />(E) CONC. <br />SLAB <br />ACOUSTIC BATT. <br />INSUL. WHERE <br />OCCURS <br />MTL STUD - <br />REFER TO PLAN <br />BOT. TRACK, SEE <br />DET. 9/AD.01 <br />ANCHOR BOT. <br />TRACK W/TAPCON <br />SCREWS @ 24" O.C. EMBED2"CEILING -SEE REFL. <br />CLG. PLAN <br />MAT'L. PER FIN. SCHED., <br />SHT.6" MIN.PROVIDE MTL. STUD <br />BLKG. IN-LINE W/ CLG. 45°(E) FIN. FLR <br />STAGGER EVERY <br />OTHER BRACING <br />3-5/8" MTL. STUD <br />BRACING @ 48" O.C. <br />6" MIN. <br />CEILING FLOOR PAN <br />MTL. STUD FRAMING - <br />SEE FLR. PLAN <br />PER R.C.P. <br />BOTTOM TRACK, <br />SEE DET. 4/AD.01AD.01 <br />2 <br />AD.01 <br />7 <br />SPLICE <br />4 "4 "8 "MTL. PARTITION STUD -TYP <br />20 GA. RUNNER TRACK <br />16 GA. GALV. STL. STRAP <br />#8 S.M.S. (TYP x8) <br />#8 S.M.S. @ EA. <br />SIDE -TYP @ EA. <br />STUD <br />SEE PLAN <br />FO <br />R WIDTH <br />TOP TRACK <br />CEILING LINE <br />HEADER FRAMING, <br />SEE DETAIL <br />SILL FRAMING <br />WHERE OCCURS <br />BRIDGING AT 5'-0" O.C., SEE <br />20 GA. STEEL STUDS AT 16" O.C. <br />WITH NO. 8 SMS EA SIDE OF <br />T&B TRACK <br />SILL TRACK, SEE 4/AD.01 <br />CONC FLOOR SLAB <br />1x4 HORIZONTAL <br />WOOD ACCENT <br />VERT. NAILER AS <br />NEEDED - CONTRAST <br />PAINTED TO <br />FINISHED MATERIAL <br />(E) ACOUSTIC BATT <br />INSULATION <br />ASSEMBLY <br />ASSUMED EXISTING WALL <br />(E) RC CHANNEL <br />(E) STEEL COLUMN <br />FLANGE & WEB, OR <br />EXISTING WALLTYP. GAP1"FINISH SELF-TAPPING <br />SCREW - SAME COLOR <br />AS WOOD <br />SELF-TAPPING <br />SCREW <br />MTL. STUD FRAMING - <br />SEE WALL LEGEND FOR <br />SIZE, GA. & SPACING <br />(1) LAYER OF 5/8" TYPE "X" <br />GYP. BD. EACH SIDE <br />BATT INSULATION, SEE <br />WALL LEGEND FOR R- <br />VALUE <br />CONT STUD AND TRACK TO <br />MATCH SIZE AND GAUGE OF <br />WALL STUDS <br />LIGHT GAUGE STUDS <br />CUT AND BEND TRACK WEB TO <br />FORM 2" RETURN, ATTACH <br />RETURN TO JAMB STUD W/ 3 NO <br />10 SMS, TYP <br />DOUBLE STUD <br />6"X16 GA. STEEL CONT. <br />BACK'G STUD ONE STUD <br />SPACE BEYOND WALL <br />HUNG EQUIP. <br />MTL. STUDS @ 16" O.C. <br />3-#10 TEK SCREWS <br />EA. FACE OF STUD <br />(E) HARD LID <br />CEILINGSUSPENDED <br />WOOD PLANK <br />CEILING <br />SEE R.C.P <br />(E) CEILING <br />SUSPENDED T- <br />BAR GRID <br />SYSTEMS <br />(E) CORRUGATED <br />METAL DECK PAN <br />VERIFY HEIGHTTIE-WIRE <br />CONCRETE <br />WEDGE HOOK <br />SEE RCP <br />2"DOOR HEIGHT <br />SEE SCHED. <br />INT.INT. <br />5/8" TYPE X GWB, TYP <br />INSUL AS NECESSARY <br />LT. GA. MTL. STUDS <br />HM DOOR FRAME <br />DOOR PANEL <br />2X4 PINE - SMOOTH <br />SURFACE W/CLEAR COAT <br />SEALER, PRE-DRILL AND <br />FASTEN W/(2)-1/4" DIA. X <br />3 1/2"L CARRIAGE BOLT, <br />W/ WOOD HOLE PLUG <br />SUSPENDED T-BAR 4'X4' <br />CONCEALED GRID <br />SYSTEM, REFER TO <br />DETAILS 1 THRU. 6 OF <br />AD.02 - PRIME & PAINT <br />NOTE: ALL SURFACES AND ADJACENT TO THEM <br />SHALL BE FREE OF SHAPE OR ABRASIVE <br />ELEMENTS, AND SHALL HAVE ROUND EDGES. <br />WIRE & ATTACHEMENTS <br />REFER TO DETAILS 1 <br />THRU. 13/AD.01 <br />1'-0" O.C. <br />TRIM PIECE - TYP. <br />DOOR - REFER TO DOOR <br />SCHEDULE <br />ALUM. DOOR FRAME <br />NO STOP @ ALUM. <br />TRAFFIC DOOR <br />5/8" TYPE X GWB, TYP <br />INSUL AS NECESSARY <br />LT. GA. MTL. STUDS <br />TRIM PIECE - TYP. <br />DOOR - REFER TO <br />DOOR SCHEDULE <br />ALUM. DOOR FRAME <br />1/2" PLYWOOD, TYP <br />2X <br />3" = 1'-0"AD.01 <br />7 METAL BRACING <br />3" = 1'-0"AD.01 <br />4 BOTTOM TRACK <br />3" = 1'-0"AD.01 <br />5 BRIDGING <br />3" = 1'-0"AD.01 <br />2 INTER. WALL @ SILL CONDITION <br />1 1/2" = 1'-0"AD.01 <br />6 TOP OF WALL DIAGONAL BRACES <br />3" = 1'-0"AD.01 <br />3 TOP TRACK JOINT <br />1/4" = 1'-0"AD.01 <br />8 STUD WALL FRAMING <br />July 20____ <br />C33148CAROLYNMOEA N <br />A <br />T <br />I <br />VI <br />DADLICEN S E D A RC <br />HI <br />T <br />ECTSTAT <br />E <br />OF C A L IF O RNIAChecked By: <br />Drawn By: <br />Project No.: <br />LDA Partners, Inc <br />Designers & Architects <br />222 Central Court <br />Stockton, CA 95204 <br />209.943.0405 <br />www.ldapartners.com <br />Client: <br />Architect: <br />Project: <br />NOR FOR CONSTRUCTION <br />12/23/2020 4:31:17 PMDETAILS <br />AD.01 <br />BC, BB <br />CN <br />###-#-## <br />PLAN CHECK 1 <br />12/24/2020 <br />NITRO BOBA TI <br />5757 PACIFIC AVE. <br />Mr. Vy H Vy & Mrs. Jenny <br />Pham <br />###.###.#### <br />STOCKTON, CA <br />SUITE A130, STONE <br />CREEK VILLAGE <br />STOCKTON, CA <br />No. Description Date By <br />3" = 1'-0"AD.01 <br />9 HWA -HORIZONTAL WOOD ACCENT <br />3" = 1'-0"AD.01 <br />1 M2 -METAL PARTITION <br />12" = 1'-0"AD.01 <br />10 HEADER WALL FRAMING <br />1" = 1'-0"AD.01 <br />12 METAL PLATE BACKING <br />1 1/2" = 1'-0"AD.01 <br />14 SUSPENDED GRID @ (E) CEILING <br />3" = 1'-0"AD.01 <br />11 H.M. HEAD/JAMB @ GYP. BD. <br />3" = 1'-0"AD.01 <br />13 FLOATING PINE CEILING <br />3" = 1'-0"AD.01 <br />15 ALUM. DOOR FRAME HEAD/JAMB <br />3" = 1'-0"AD.01 <br />16 ALUM. DOOR FRAME JAMB @ CASEWORK