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be <br />a <br />u <br />t <br />y <br /> <br />b <br />a <br />r <br />storage <br />suite 8 <br />suite 7 <br />suite 5 <br />suite 4 <br />suite 3 <br />suite 2 <br />suite 1 <br />AD <br />A <br /> <br />s <br />h <br />w <br />r <br />REFLECTED CEILING PLAN <br />1/4"=1'-0"SCALE : <br />hose <br />h c h c <br />mirror <br />mirror <br />mirror <br />mirror <br />mirror <br />mirror <br />mirror <br />mirror <br />suite 6 <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 />note: all lights in suites to be on dimmers <br />all suite number jbox heights to be verified by number -box may vary <br />all suite numbers are switched with the hall lights. <br />plugs at 105 are sonos speakers <br />mirrors (jbox in suites and beauty bars) are switched in room or next to beauty bar <br />A-3 <br />REFLECTED CLG PLAN NOTES:SYMBOLS LEGEND: <br />ELECTRICAL FIXTURES <br />MECHANICAL SERVICES <br />SPRINKLERS <br />PLAN NOTES: <br />VERT. STRUT @ 12'-0" EACH <br />DIRECTION FASTENED TO MAIN <br />RUNNER; CUT TIGHT TO STRUCTURE <br />ABOVE. MAY BE EMT CONDUIT, MTL. <br />STUD OR COMPRESSION STRUT <br />CROSS RUNNER <br />HEAVY DUTY MAIN RUNNER AT 4'-0" <br />O.C. PER ASCE 7-16 13.5.6.2.2 <br />VERTICAL WIRE HANGER-NO. 12 <br />GAUGE @ 4'-0" O.C. <br />ALL WIRE TIES TO BE (3) <br />TIGHT TURNS AROUND <br />ITSELF IN 3" PER ASTM C <br />636 ITEM 2.3.4 <br />2" MAX. <br />45° <br />45° <br />45° <br />45° <br />N.T.S. <br /> LATERAL FORCE BRACING1 <br />2" MIN. <br />. <br />8" MAX. <br />ATTACHED TO SIDEA UNATTACHED SIDEB <br />SPREADER BAR OR OTHER <br />MEANS APPROVED BY LOCAL <br />BLDG. DEPT. TO KEEP <br />PERIMETER COMPONENT FROM <br />SPREADING APART. <br />PERIMETER HANGER WIRE <br />3/4" MIN. @ <br />UNATTACHED <br />WALLS <br />ATTACH GRID TO (2) ADJACENT <br />WALLS (POP RIVETS OR <br />APPROVED METHOD) <br />ANGLE MOLDING <br />NOTE: <br />SPREADER BARS ARE NOT REQUIRED IF A 90 <br />DEG. INTERSECTING CROSS OR MAIN IS <br />WITHIN 8" OF THE PERIMETER WALL <br />MAIN BEAM OR <br />CROSS TEE <br />N.T.S. <br />ACT TO WALL ATTACHMENT2 <br />CEILING NOTES VERTICAL STRUT SCHEDULE <br />6'-0" MAX. FROM WALL TO LATERAL SUPPORT BRACE <br /> EMT CONDUIT <br /> 1 <br />2" EMT CONDUIT UP TO 6'-0" <br /> 3 <br />4" EMT CONDUIT UP TO 8'-6" <br /> 1" EMT CONDUIT UP TO 10'-0" <br /> METAL STUDS <br /> 1 5 <br />8" MTL. STUD (25 GA.) UP TO 6'-2" <br /> 2 1 <br />2" MTL. STUD (25 GA.) UP TO 10'-6" <br />(2) 2 1 <br />2" MTL. STUDS (25 GA. ) BACK <br />TO BACK W/ SCREWS 12" 0.C. UP TO 15'-0" <br />TRAPEZE AS NECESSARY <br />TO AVOID OBSTRUCTIONS. <br />MAINTAIN WIRE SPACING <br />VE <br />R <br />T <br />. <br /> <br />S <br />T <br />R <br />U <br />T <br />FACE OF WALL <br />MAX. @ ENDS <br />VERT. WIRE HANGERS: 12 GA @ <br />4'-0" O.C. BOTH WAYS OR 10 GA. <br />@ 5'-0" O.C. BOTH WAYS HANGER <br />TO BE NO MORE THAN 1:6 OUT <br />OF PLUMB UNLESS COUNTER- <br />SLOPING WIRE IS PROVIDED. <br />SEE WALL <br />ATTACHMENT <br />DETAILS <br />1.ALL WIRE SHALL BE 12 GA. GALV. WIRE OR CODE APPROVED EQ. <br />2.ALL HANGERS & RUNNERS SHALL BE ACCURATELY LEVELED & SPACED PER MANUF <br />SPECS. <br />3.ALL INTERSECTIONS & CONNECTION ACCESSORIES SHALL BE CAPABLE OF <br />WITHSTANDING DESIGN LOADS REQ BY LOCAL CODES. <br />4.AT LIGHT FIXTURES LESS THAN 10 LBS. PROVIDE (1) 12 GA. WIRE. <br />5.AT LIGHT FIXTURES WEIGHING MORE THAN 10 & LESS THAN 56 LBS. USE (2) 12 GA. <br />WIRES AT OPPOSING CORNERS TO SRUCTURE ABOVE. <br />6.AT LIGHT FIXTURES WEIGHING MORE THAN 56 LBS. SUPPORT DIRECTLY TO <br />STRUCTURE ABOVE. <br />7.PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM STRUCTURE <br />ABOVE w/ 9 GA. WIRE w/o USING THE CLNG SYSTEM FOR DIRECT SUPPORT. <br />8. CEILING SHALL COMPLY AND BE INSTALLED IN ACCORDANCE WITH ASTM E580. <br />ASCE 7-16 <br />REFER TO 11/D1 <br />FOR ACOUSTICAL HANGERS <br />AT ALL HANGWIRES <br />HOLD AS TIGHT TO STRUCTURE <br />AS POSSIBLE <br />PROVIDE R30 THROUGHOUT. <br />SCALE:NTS <br />LATERAL_FORCE_BRACING3 <br />D-1 <br />8 <br />A-3 <br />1 <br />A-3 <br />2 <br />A-3 <br />3 <br />5 <br />1 <br />2 <br />6 <br />7 <br />8 9 <br />11 <br />12 <br />15 <br />16 <br />17 <br />D-2 <br />2 <br />D-4 <br />10 <br />typ. <br />3 <br />D-4 <br />10 <br />typ. <br />3 <br />D-4 <br />10 <br />typ. <br />3 <br />D-4 <br />10 <br />typ. <br />3 <br />D-4 <br />10 <br />typ. <br />3 <br />D-4 <br />10 <br />typ. <br />3 <br />D-4 <br />10 <br />typ. <br />3 <br />D-4 <br />10 <br />typ. <br />3 <br />+9'-0" <br />+9'-0" <br />+9'-0" <br />+9'-0" <br />+9'-0" <br />+9'-0" <br />+9'-0" <br />+8'-0" <br />+8'-0" <br />+8'-0" <br />+8'-0" <br />+8'-0" <br />+8'-0" <br />+8'-0" <br />+10-6" <br />+10-0" <br />+11-0" <br />+11-0" <br />+11-0" <br />eq.eq. <br />eq <br />. <br />eq <br />. <br />eq.eq. <br />eq <br />. <br />eq <br />. <br />7 1/2" <br />1'-7 1/4" <br />8 <br />3 <br />/ <br />4 <br />" <br />7 1/2" <br />1' <br />- <br />3 <br /> <br />1 <br />/ <br />2 <br />" <br />1' <br />- <br />2 <br />" <br />7 1/2" <br />7 1/2" <br />1' <br />- <br />2 <br />" <br />7 1/2" <br />1' <br />- <br />2 <br />" <br />11 1/2" <br />9 <br />1 <br />/ <br />4 <br />" <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />4 <br />10 <br />13 <br />14 <br />14 <br />14 <br />14 <br />14 <br />14 14 <br />14 <br />18