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D-1 <br />SCALE : <br />WALL BRACE <br />3" = 1'-0"12 <br />SHEET: <br />JOB NO: <br />SCALE: <br />DATE: <br />DRAWN: <br />PR <br />O <br />J <br />E <br />C <br />T <br />: <br /> <br />R <br />E <br />N <br />O <br />V <br />A <br />T <br />I <br />O <br />N <br /> <br />F <br />O <br />R <br />Fa <br />c <br />s <br />i <br />m <br />i <br />l <br />e <br /> <br />( <br />2 <br />0 <br />1 <br />) <br /> <br />4 <br />3 <br />8 <br />- <br />1 <br />5 <br />6 <br />0 <br />Te <br />l <br />e <br />p <br />h <br />o <br />n <br />e <br /> <br />( <br />2 <br />0 <br />1 <br />) <br /> <br />4 <br />3 <br />8 <br />- <br />0 <br />5 <br />9 <br />5 <br />Wo <br />o <br />d <br />- <br />R <br />i <br />d <br />g <br />e <br />, <br /> <br />N <br />e <br />w <br /> <br />J <br />e <br />r <br />s <br />e <br />y <br /> <br />0 <br />7 <br />0 <br />7 <br />5 <br />19 <br />7 <br /> <br />V <br />a <br />l <br />l <br />e <br />y <br /> <br />B <br />o <br />u <br />l <br />e <br />v <br />a <br />r <br />d <br />ho <br />m <br />a <br />s <br />es <br />u <br />k <br />T <br />J <br />. <br /> <br />M <br /> <br />A <br />RC <br />H <br />I <br />T <br />E <br />C <br />T <br />, <br /> <br />L <br />. <br />L <br />. <br />C <br />. <br />No <br />. <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />/ <br />D <br />E <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br /> <br />D <br />A <br />T <br />E <br />: <br /> <br />B <br />Y <br />: <br />Sa <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />23 <br />9 <br />0 <br /> <br />R <br />e <br />d <br />h <br />i <br />l <br />l <br /> <br />A <br />v <br />e <br />. <br /> <br /> <br />S <br />t <br />e <br /> <br />C <br />2 <br />5.5.25 <br />d. rosas <br />5958 e. corrine dr. ste 102 <br />scottsdale, az 85254 <br />PHONE 480.719.0790 <br />SEE PLAN <br />co <br />r <br />p <br />o <br />r <br />a <br />t <br />e <br /> <br />a <br />n <br />d <br /> <br />L <br />L <br /> <br />r <br />e <br />v <br />i <br />e <br />w <br />5. <br />5 <br />. <br />2 <br />5 <br />* <br />* <br />co <br />n <br />t <br />r <br />a <br />s <br />t <br /> <br />t <br />h <br />e <br />r <br />a <br />p <br />y <br /> <br />s <br />u <br />i <br />t <br />e <br />s <br />SW <br />T <br />H <br />Z <br />* <br />* <br /> CONCRETE FLOOR SLAB <br />1/8" ALUMINUM TERRAZO TRANSITION STRIP. <br />SIZE AS REQUIRED. <br />FLOORING PER PLAN <br />INTERIORINTERIOR <br />FLOORING PER PLAN <br />GROUT JOINT, MAX 1/4" <br />9 SCALE : <br />TILE TRANSITION <br />6" = 1'-0" <br />SCALE : <br />WALL TYPE <br />3" = 1'-0" <br />SCALE : <br />WALL TYPE <br />3" = 1'-0"SCALE : <br />WALL TYPE <br />3" = 1'-0" <br />12 GA. VERTICAL HANGER WIRES @ 48" O.C. <br />ANCHOR TO STRUCTURE ABOVE. <br />1 1/2" 16 GA. U CHANNEL AT 48" O.C. <br />5/8" TYPE "X" GYPSUM BOARD WITH TAPED <br />JOINTS SANDED SMOOTH. <br />7/8" METAL HAT CHANNELS AT 16" O.C. <br />PERPENDICULAR TO C.R. CHANNELS. <br />18 GA. TIE WIRE OR FURRING <br />CHANNEL CLIP. <br />SCALE : <br />SUSP. GYP. CEILING <br />1" = 1'-0"10 <br />SHALL COMPLY WITH ASTM <br />C754 FOR SUSPENDED GYP BD <br />CEILINGS. <br />SCALE : <br />WALL TYPE <br />3" = 1'-0" <br />TILE CONTINUED UNDER DOOR EDGE <br />INTERIOR WOOD DOOR <br />PORCELAIN TILE PER PLAN <br />FLOORING PER PLAN <br />SCALE : <br />FLOOR FINISH TRANSITION <br />FULL SCALE11 <br />BRUSHED ALUM. ADA TRANSITION STRIP. SCHLUTER RENO-U <br />SCALE : <br />WALL TYPE <br />3" = 1'-0" <br />ROOF <br />SEISMIC SPLAY BRACING WIRE WITH (3) TIGHT TURNS <br />EACH END. <br />1"x2"x12 GA. MIN. STEEL STRAP <br />DRILL-IN EXPANSION ANCHOR <br />VERTICAL HANGER WIRE WITH (3) TIGHT <br />TURNS EACH END. <br />ROOF <br />SHOT-IN ANCHOR <br />3/4"x12 GA. "HILTI" CEILING CLIP OR EQUAL. <br />3 4" <br />VERTICAL HANGER WIRE ATTACHMENT <br />SPLAYED SEISMIC BRACING WIRE ATTACHMENT <br />45 <br />° <br />8 SCALE : <br />HANG WIRE ATTACHMENT <br />3" = 1'-0" <br />8" MAX. <br />3" <br />45 <br />° <br />HANGER WIRES MUST BE PLUMB WITHIN 1 IN 6 <br />UNLESS COUNTER SLOPING WIRES ARE PROVIDED <br />·HANGER WIRES SHALL BE 12 GAGE AND <br />SPACED 4 FEET O.C. OR 10 GAGE SPACED 5 <br />FEET O.C. <br />·ANY CONNECTION DEVICE AT THE SUPPORTING <br />CONSTRUCTION SHALL BE CAPABLE OF <br />CARRYING NO LESS THAN 100 LBS. <br />·POWDER DRIVEN SHOT-IN-ANCHORS ARE AN <br />APPROVED METHOD OF ATTACHMENT FOR <br />HANGER WIRES <br />·WIRES SHALL NOT ATTACH TO OR BEND <br />AROUND INTERFERING MATERIAL OR <br />EQUIPMENT. A TRAPEZE OR EQUIVILENT <br />DEVICE SHALL BE USED WHERE <br />OBSTRUCTIONS PRECLUDE DIRECT <br />SUSPENSION. TRAPEZE SUSPENSIONS SHALL <br />BE MIN. BACK-TO-BACK 1-1/4" COLD ROLLED <br />CHANNELS FOR SPANS EXCEEDING 48" <br />NOTES: <br />·TERMINAL ENDS OF EACH MAIN BEAM AND <br />CROSS TEES MUST BE SUPPORTED WITHIN 8" <br />OF EACH WALL WITH A PERIMETER WIRE. <br />MA <br />X <br />.MA <br />X <br />. <br />45 <br />° <br />#4 REBAR DOWEL INTO <br />EXISTING SLAB @ 24" O.C. <br />NEW 4" CONCRETE SLAB <br />WITH 6 X 6 -2.9 X2.9 W.W.F. <br />OR FIBERMESH ON 6 MIL. <br />VAPOR BARRIOR <br />EXISTING SUB-COMPACTED <br />BASE <br />EXISTING <br />CONCRETE FLOOR <br />2 SCALE : <br />TYP. POUR BACK <br />NTS <br />SCALE : <br />WALL TYPE <br />3" = 1'-0"