Laserfiche WebLink
METAL STUDS <br />FINISH AS SCHEDULED <br />EA. SIDE <br />35281 l <br />EMBED AT 12" <br />i • '• <br />SEALANT <br />1111i`: <br />tf ,111111171 <br />11 0 of 1—OU <br />600T150-54 W/ (5) #12 SDSM <br />SCREWS TO COLUMN & (5) <br />#10 SELF DRILING SMS TO <br />BOX BEAM, EA. SIDE <br />11 = 1 Im011 <br />DEFLECTION L <br />A3.2.2 3 <br />11 ® s1 B_011 <br />> LECTION CHANNEL <br />!.2) 3" ® 1 9.-011 <br />USTOM FABRICATED <br />OLUMN WRAP ON SITE BY <br />,.C. W/ STAINLESS STEEL BY <br />iC. COLUMN WRAP TO 8'-0" <br />FF <br />ROVIDE CONT. SILICONE <br />HULKING SEAL AROUND <br />OTTOM OF WRAP <br />UBE STEEL COLUMN SEE A6.3 FOR ADDITIONAL <br />LUMBING, ELECTRICAL, OIL FINISH NOTES <br />EFRIGERATOR CONDUIT - <br />EE MECHANICAL OR <br />LECTRICAL BRACE BACK TO <br />OLUMN AS REQUIRED. <br />YPICAL PAINT PIPE OR <br />ONDUIT TO MATCH COLUMN <br />BOVE <br />_" STRONG BACK STUDS - <br />- ABFINISHOV <br />E <br />l, C . TO FLOOR • <br />jl AS <br />REQUIRED <br />SEALANTASURE RIGIDITY. PROVIDE <br />ONT. SILICONE <br />ROUNDBOTTOM EDGE <br />COLUMN FURRING <br />WTOINKRm <br />DEFLECTION CHANNEL <br />60OT300-54 X CMT W/ (2) #10 <br />SMS AT 24" O.C. AT ROOF DECK <br />METAL END BEAD EA. SIDE <br />WALL SHEATHING WHERE <br />OCCURS <br />SEE WALL TYPES FOR OTUD <br />SIZES AND SPACING <br />20 GA TRACK (UNO) W/ #8 <br />SCREWS EA. SIDE TYP. <br />METAL END BEAD EA. SIDE <br />BOTTOM OF ROOF JOIST <br />BEYOND <br />• <br />/1 I 3111fP 411 <br />SMS AT .!•. JOIST <br />IF <br />W ` *r <br />WALL SHEATHING WHERE <br />OCCURS <br />LOCK MUST BE <br />FITTING TO PREVENT <br />FION OF COVER ON <br />ON <br />LOCK MUST BE <br />TIGHT FITTING TO PREVENT <br />ROTATION OF COVER ON <br />COLUMN <br />TRACKING BLOCKING W/ 1 1/2" FLANGES. <br />SIZE & GAGE TO MATCH STUDS. LOCATE <br />IN EVERY 4TH SPACE FOR STUDS AT 24" <br />OC, IN EVERY 6TH SPACE FOR STUDS AT <br />16" OC, AND AT EACH END OF WALL. <br />LT GAGE STUD --�` <br />SHTG AS OCCURS — <br />N <br />A® <br />#10 CMS AS SHOWN, <br />SEE SPECS <br />x 16 GAX2" CONT GALV STEEL FLAT STRAP <br />NOTES: <br />1. INSTALL TRACK BLOCKING ROWS AT T-O" O.C. VERT SPACING. <br />2. INSTALL FLAT STRAP BRACING AT WALL LOCATIONS WHERE SHTG IS ON <br />ONE SIDE ONLY AND/OR SHTG IS PARTIAL HEIGHT. INSTALL STRAP ON <br />SIDE W/ NO SHTG. INSTALL STRAP ON BOTH SIDES WHERE NO SHTG IS <br />PRESENT ON EITHER SIDE. <br />3. IF WALL HEIGHT EXCEEDS THE ALLOWABLE HEIGHT, PER CURRENT <br />SSMA TECHNICAL GUIDE, PROVIDE DIAGONAL KICKER BRACES PER <br />4. FOR WALLS WITH SHEATHING ON ONE SIDE ONLY <br />STUD WALL LATERAL BRACING <br />1 1 /9" = 1'_0" <br />I : J <br />Sim KICKER BRACE: MIN (2) <br />3 PER WAIL LENGTH <br />A1.3.1 OPTION 1 - 60OS162-33 <br />e BRACE AT 4'-0" OC. <br />OPTION 2 - 60OS200-43 <br />BRACE AT 8'-0" O.C. <br />362S162-33 CONT. HORIZ <br />AT MID -SPAN OF DIAGONAL <br />BRACE 2/ (2) #8 SMS <br />SCREW AT BRACE (NOT <br />REO'D WITH OPTION 1) <br />CEILING,A; <br />SEE PLANS <br />Sid CEILING WHERE OCCURS, <br />KICKER BRACE START ' 5 <br />ELEVATION A1.3.1 <br />SEE PLANS <br />z <br />w w>2 WALL SHEATHING, PER <br />-'tea®w® WALL TYPE <br />a-_jLLU)� <br />LL W :� > - Z (n STUD WALL LATERAL <br />Uj O 0 ,Z 9 O F / BRACING SEE 8/A3.2.2 <br />® F- LL- W D � O <br />h o 0 r w as o WALL STUDS PER PLAN <br />0 <5 U)0< <br /><O aa-- <0�CL <br />J MPnU)MI(.to <br />FINISH FLOOR <br />NOTE. <br />1. REFER TO MECHANICAL DRAWINGS AND ASD-1503 FOR WALL CONSTRUCTION <br />INFORMATION WHERE RETURN <br />AIR DUCT IS SCHEDULED FOR INSTALLATION. <br />2. AT DRY SPRINKLER ROOM, <br />PROVIDE 117' OSB TO CEILING HEIGHT. <br />METAL STUDS @16" o.c. TO ROOF DECK <br />HVAC RETURN <br />AIR DUCT WHERE <br />REQUIRED; SEE <br />EXTEND GYPSUM BOARD TO DECK <br />I WHERE NO FINISH CEILING OCCURS <br />NOTE No. 1 FOR <br />EXPLANATION. <br />U)❑ <br />ELo <br />EXTEND GYPSUM BOARD 6" ABOVE <br />O m <br />WHERE FINISH CEILING OCCURS <br />u <br />FINISH CEILING WHERE <br />OCCURS - REFER TO <br />a <br />j <br />REFLECTED CEILING PLAN <br />0 <br />OO <br />- GYPSUM BOARD <br />CONTINUOUS RETURN AIR <br />OPENING WHERE REQUIRED <br />BEHIND CASES, SEE NOTE No. 1 <br />i <br />- FOR EXPLANATION. <br />BACKROOM <br />SALES <br />Co <br />WALL BASE <br />TYPICAL SLAB CONSTRUCTION <br />p <br />0.0 _ <br />i fLOOR SLAB <br />WALL TYPE 5 <br />3/8" a 11®011 <br />WALL TYPE BOX <br />PARTITION HEIGHT <br /># <br />-WALL TYPE ID <br />LEFT BLANK <br />-EXTEND ASSEMBLY AS SHOWN IN WALL TYPE DETAIL._ <br />METAL STUD WIDTH (NOTED LEFT OR RIGHT OF WALL ID BOX) <br />X'-X" <br />-EXTEND ASSEMBLY X' X" ABOVE FINISH FLOOR <br />LEFT BLANK <br />-3 5/8" METAL STUD WIDTH - STANDARD <br />EXAMPLE <br />DEPTH, UNO <br />WALL TYPE BOX <br />-� METAL STUD WIDTH <br />6" <br />-6" METAL STUD USED IN ASSEMBLY <br />//— <br />6U <br />x1_xU �,j PARTITION HEIGHT <br />GENERAL NOTES <br />BOARD:A. GYPSUM >r BOARD D UNLESS NOTED OTHERWISE <br />B. MOISTURE . BOARD: THICK TO BE USED UNLESS NOTED OTHERWISE. SEE FINISH <br />NOTEDSCHEDULE <br />C. CEMENT BOARD: 1/2" UNLESS OTHERWISE. SEE FINISH SCHEDULE <br />D. WOOD PANEL TO B B WOODP <br />STANDARDE. METAL STUDS: DEPTH TO Bi" UNLESS NOTED OTHERWISE.REFER TO SPECIFICATIONS FOR <br />GAUGE UNLESS NOTED OTHERWISE <br />F. BRACING AT COOLER/FREEZER: FULL HEIGHT WALLS BUILT ALONG COOLER/FREEZER PANELS SHOULD BE <br />BRACED AT ROOF PANEL TO UTILIZE STANDARD DEPTH METAL STUD <br />G. FLOOR FINISH <br />H. <br />- -. BASE: PARTITION r- EXISTING,1SHEATHING THICKNESS e <br />N ALIGNING <br />A PARALLEL TO JOISTS - SCALE 1"=V-0" <br />(E) ROOFING SYSTEM <br />20 GA TRACK 2/ (2) #10 <br />SCREWS AT 24" O.C. <br />(E) JOIST <br />SHEATHING ON ONE <br />SIDE, PROVIDE STUD <br />WALL LATERAL <br />1. FINISHED CEILINGS: EXTEND GYP. BD. 6" ABOVE CEILING, METAL STUDS DO NOT NEED TO EXTEND TO DECK <br />BACK TO STRUCTUREABOVE; <br />RECESSEDJ, ALL PARTITION WITH ELECTRIC PANELSAND TOILET SHALL BE 6" STUD <br />K. FOR FLOOR TRACK BRACING, LOADING, AND DEFLECTION SYSTEM ISOLATION, SEE 10/A3.2.2 <br />L. PROVIDE EXPANSION <br />N. PIROVIDE LATERAL BRACING AT NON -LOAD -BEARING METAL STUD WALLS PER 8/A3.2.2 <br />Portland, OR <br />503,224.9560 <br />Vancouvev, WA <br />360.695.7879 <br />Seattle, WA <br />206.749.9993 <br />www,mcknze.com <br />DESIGN DRIVEN I CLIENT FOCUSED <br />Mechanical/Electrical <br />7301 REGISTERED <br />ARC, T CT <br />TERI ALLEN 'RAUSE <br />STATE OF WASHINGTON <br />MACKENZIE <br />2020 ALL RIGHTS RESERVED <br />THESE DRAWINGS ARE THE PROPERTY OF <br />MACKENZIE AND ARE NOT TO BE USED <br />OR REPRODUCED IN ANY MANNER, <br />WITHOUT PRIOR WRITTEN PERMISSION <br />Revision Schedule <br />I <br />Revwon Del# lssue Date <br />DRAWN BY: LEM <br />CHECKED BY: JGV <br />r — <br />SHEET <br />