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S. ■ 1.-0. <br />M. <br />1 1/2' ■ 1'-0' <br />HANGERS TO BE #12 GA GALV <br />SOFT -ANNEALED MILD STEEL WIRE <br />AT 4'-0"OC AND MAX B" FROM END <br />WALLS - ATTACHED W/ MIN (3)TURNS <br />TO <br />CEILING SUSPENSION MEMBERS <br />AND TO Y4' x 3" LAG INTO BOT EDGE OF <br />ROOF JOIST. WHERE WIRES ARE <br />SPLAYED <br />MORE THAN 1 IN 6 OUT OF PLUMB, <br />PROVIDE COUNTER SLOPING WIRES <br />UNISTRUT METAL STUD <br />OR STEEL L COMPRESSION <br />STRUT AT ALL SPLAY WIRE <br />#6 STSM <br />MAIN <br />6 <br />t10" MAX. <br />1 <br />WALL TYPE PER PLAN. <br />HEAVY DUTY WIRE <br />SUPPORT SYSTEM <br />PER MANUFACTURER'S <br />RECOMMENDATIONS <br />SUSPENDED CEILING <br />GRID PER PLANS <br />STABILIZER STRUT TO KEEP <br />PERIMETER COMPONENTS <br />FROM SPREADING APART <br />ANGLE PER CODE. <br />ATTACH PER MANUFACTURER'S <br />SPECIFICATIONS. <br />RIGIDLY ATTACH TEE AND ANGLE <br />ON TWO ADJACENT SIDES. <br />ON TWO OTHER SIDES, <br />BEAR TEE ON ANGLE <br />WITH NO CONNECTION <br />SLIP CONNECTION ONLY. <br />DIAGONAL 25 GA. BRACING <br />ALTERNATING AT 48" O.C. <br />SECURED TO TOP OF WALL <br />AND STRUCTURE ABOVE <br />WALL TYPE PER PLAN <br />FINISH FLOOR PER PLAN <br />LATERAL FORCE BRACINGS-4 NO. 12-GA WIRES, <br />SPLAYED AT 90° FROM EACH OTHER. <br />SLOPED AT A MAX. OF 45' FROM THE PLANE <br />OF THE CEILING, CONNECTED TO MAIN RUNNERS <br />WITHIN 2" OF INTERSECTIONS WITH CROSS RUNNERS <br />AND LOCATED A MAXIMUM OF 12'-0" <br />IN BOTH DIRECTIONS AND <br />A MAXIMUM OF 6'-0" FROM EACH WALLS <br />45' <br />(TYP) <br />0 0 <br />1. <br />0 0 <br />0 <br />2" (MAX) <br />TYP FOR ALL <br />BRACE WIRES <br />6" (MAX) <br />(4) TIGHT TURNS (TYP) <br />CROSS TEE <br />C <br />4 <br />a2.o <br />'L- <br />O <br />O <br />O <br />o <br />.4 <br />2. <br />;-.. <br />:. <br />O <br />O <br />O <br />O <br />I <br />lol <br />lo <br />O <br />7 <br />2.1 <br />I <br />lol <br />UP <br />UP <br />O <br />O <br />O <br />O <br />2.1 <br />O <br />O <br />O <br />O <br />I <br />lol <br />O <br />21 <br />� <br />O <br />O <br />2-1V <br />p <br />O <br />O <br />O-(2.47, <br />O <br />2.1 <br />2.2 <br />2.4 <br />O <br />O <br />ol <br />O <br />21 <br />p <br />O <br />2. 47, <br />O <br />O <br />O <br />;141 <br />N <br />0 <br />il <br />O <br />O <br />O <br />J <br />■ <br />REFLECTED CEILING <br />KEYNOTES <br />O KEYNOTE <br />2.0 ACT 0 W-0" A.F.F. <br />2.1 ACT 0 9'-0" A.F.F. <br />2.2 ACT 0 10'-0" A.F.F. <br />2.3 EXISTING CEILING TO REMAIN. <br />2.4 2x2 LED LIGHT FIXTURE. <br />(FI FIXTURE TYPE) <br />2.5 ILLUMINATED EXIT LIGHT. <br />2.6 EXISTING RECESSED LIGHT FIXTURE <br />TO REMAIN. <br />2.7 EXISTING EXHAUST FAN TO REMAIN. <br />co <br />om <br />ad <br />o (n <br />co <br />Z <br />V U <br />to <br />0) <br />a-. <br />O L) <br />m Q <br />2727 Oakes Ave. <br />Suite 100 <br />Everett, WA 98201 <br />REVISION$ <br />3776 <br />REGISTERED <br />ARCHITECT <br />NDREW H LL <br />STATE OE WASHINGTO <br />U <br />v� <br />V <br />to <br />w <br />.— <br />CU <br />z <br />w <br />♦ Q Q <br />V � <br />V♦ <br />o <br />N0 <br />0 <br />= <br />Vo <br />0 <br />�� m <br />OIL <br />H- <br />W <br />roe. No. LL-IVL7 <br />DRAWN BY — <br />CHECKED BY AH <br />PERMIT SET <br />911419093 <br />REFLECTED <br />CEILING PLAN <br />A2mO <br />1 1/2- ■ 1'-0- <br />