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4x6 BLOCKING -TOE NAIL w/ (4) 10d NAILS <br />2x WOOD STUDS <br />FOR GRAB BARS / WALL HUNG LAVS / ITEMS NOT NOTED. <br />MOUNT USING #14 SELF-TAPPING S.M.S. <br />TYPE C <br />FOR TOILET ACCESSORIES EXCLUDING GRAB BARS. <br />MOUNT USING #10 WOOD SCREWS. <br />TYPE A <br />2x WOOD STUDS <br />6" x 16 GA STEEL PLATE SECURE TO STUDS <br />w/ (2) #10 x 1/2" S.M.S. <br />LENGTH AS REQ'D <br />TO SUPPORT ITEM <br />2x WOOD STUDS <br />2x6 BLOCKING - TOE NAIL w/ (4) 10d NAILS <br />TYPE B <br />FOR MED. GAS PANELS / BASE CABINETS / WALL GUARDS / <br />WALL HUNG CABINETS / WALL HUNG EQUIP. MOUNT USING <br />#12 WOOD SCREWS. <br />STD. STUD <br /> <br />SPAC <br />I <br />N <br />G <br />STD. STUD SPAC <br />I <br />N <br />G <br />STD. STUD <br /> <br />SPAC <br />ING <br />LENGTH AS REQ'D <br />TO SUPPORT ITEM <br />LENGTH AS REQ'D <br />TO SUPPORT ITEM <br />SOUND ATTENUATION BATTS <br />5/8" GYPSUM BOARD <br />2x4 D.F. STUDS <br />5/8" GYPSUM BOARD <br />2x PRESSURE-TREATED SILL <br />PLATE w/ POWDER-DRIVEN <br />ANCHORS @ 32" O.C. <br />(E) SLAB ON GRADE <br />2x4 D.F. ANGLED <br />DIAGONAL BRACING @ <br />48" O.C. -ALTERNATE <br />DIRECTION. DECK <br />ATTACHMENT REFER TO <br />TRACK w/ (2) #8 <br />SCREWS @ EA. STUD <br />2x BLOCKING TYP. @ CEILING <br />6" <br /> <br />M <br />I <br />N <br />. <br />16 GA. x 1½" x 1½" x 3" <br />LONG CLIP ANGLE w/ <br />(2) #8 SCREWS EA. TO <br />BRACE & TRACK <br />WALL, PER SCHEDULE <br />C <br />A6.1 <br />1' - 6" MAX. <br />4" <br />EQ <br />EQ <br /> <br />EMBED <br />4" <br />COMPACTED <br />TRENCH MATERIALS <br />COMPACTED SAND OR <br />CLASS II AGGREGATE BASE <br />(CONCRETE FILL OPTIONAL) <br />SAWCUT (E) SLAB <br />#4 DOWEL @ 24" O.C. EACH SIDE <br />(N) 3000 PSI CONC. FILL <br />CLEAN CUT SURFACE -APPLY <br />CONC. BONDING AGENT - TYP. <br />4" <br />FIRECAULK <br />ALL CONDUIT <br />PENETRATIONS <br />5/8" TYPE 'X' <br />GYPSUM BOARD <br />WALL, <br />PER SCHEDULE <br />2x BLOCKING <br />ALL AROUND <br />2x BLOCKING <br />2 1/2" <br />SEMI-RECESSED FIRE <br />EXTINGUISHER CABINET <br />4' -0" <br />MAX. A.F.F. <br />PROVIDE 2x4 BLKG. <br />BETWEEN TRUSS AS <br />REQUIRED <br />2x4 D.F. @ 48" O.C. ANGLE <br />BRACING- ALTERNATE DIRECTION <br />SUSPENDED ACOUSTICAL CEILING <br />WALL, PER PLAN <br />D <br />A6.1 <br />E <br />A6.1 <br />1 <br />1 <br />QUARTZ COUNTER TOP <br />3/4" PLYWOOD <br />1/4" RADIUS, TYP. <br />3/4" PLYWOOD EA. SIDE <br />BASE <br />2x6 D.F. STUDS @ 16" O.C. <br />2x BLOCKING <br />4" <br />VA <br />R <br />I <br />E <br />S <br /> <br />- <br /> <br />R <br />E <br />F <br />. <br /> <br />W <br />A <br />L <br />L <br /> <br />S <br />C <br />H <br />E <br />D <br />U <br />L <br />E <br />11 1/2" <br />PLASTIC LAMINATE EA. SIDE PL1 <br />B1 <br />Q1 <br />2x PRESSURE-TREATED SILL <br />PLATE w/ POWDER-DRIVEN <br />ANCHORS @ 32" O.C. <br />(E) SLAB ON GRADE <br />L <br />ROFIEFAOT <br />C <br />NO. C 30857 <br />REN. 3−31−23ATS <br />ICE <br />L <br />AIN <br />TC <br />TEI <br />ADNSE HCR <br />MELANIE A .VIEUX <br />Copyright WMB, Inc. <br />DATE PURPOSE <br />PUBLISH HISTORY: <br />No. <br />2000 L Street <br />Suite 125 <br />Sacramento, CA 95811 <br />T 209.944.9110 <br />F 209.944.5711 <br />www.wmbarchitects.com <br />5757 Pacific Avenue <br />Suite 226 <br />Stockton, CA 95207 <br />WMB Project No. <br />4/6/2023 9:21:04 AM <br />A6.1 <br />DETAILS <br />03.03.23 PERMIT SUBMITTAL <br />04.06.23 PLAN CHECK 011 <br />Santa Ana Federal <br />Credit Union Tenant <br />Improvement <br />23-014 <br />800 W Santa Ana Blvd <br />Santa Ana, CA 92701 <br />1/4" = 1'-0"A TYP. BACKING PLATES <br />3" = 1'-0" E WALL BASE <br />3" = 1'-0"D TOP OF WALL @ BRACING <br />1 1/2" = 1'-0" G CONC. SLAB REPAIR <br />3" = 1'-0"B TYP. FIRE EXTINGUISHER CABINET <br />1/2" = 1'-0"C WOOD STUD BRACES, NON-BEARING WALL <br />1 1/2" = 1'-0" F LOW WALL <br />800 W Santa Ana <br />Blvd. - 10111445404/06/23