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F:R-EIHEIT <br />� iTin���iiu;� C ;HIV <br />IE G ff,, i LM ARC111TECTURE <br />GWB CEIL�NG FRAMING <br />Scale: 3" = 1 °-0°" <br />TO STRUCTURE ABOVE <br />CONTINUOUS ANGLE AT WALL <br />EDGE TYPICAL <br />10 GA HANGER WIRES AT 4'-0" <br />ON CENTER MAXIMUM EACH <br />WAY (TYPICAL) <br />10 GA LATERAL BRACING WIRES <br />2'-D" MAXIMUM FROM CHANNEL <br />INTERSECTION( AT <br />APPROXIMATELY 45' IN EACH <br />DIRECTION. LOCATED ON A 8'-0" <br />)(12' 0" O.C. GRID AND A MAX. <br />6'-0" FROM WALLS. <br />12 SUSPENDED GWB CEILING <br />A6.00 Scala: 1/4"= 1°-0" <br />SOUND ATTENUATION BATT <br />INSULATION (SEE PARTITION <br />SCHEDULE) <br />ATTACH 6"° (20 GA.) TRACK TO STUD <br />WITH (2) #8 TEK SCREWS (TYP) <br />1/2" GYPSUM @ CEILINGS ON <br />UNDERSIDE OF 2")(S" WOOD JOISTS AT <br />24" O.D., LAP EACH JOIST WITH STUD <br />PARTITION PER PLAN <br />Scale: 3" = 1"-0" <br />"ALL #12 GA. VERTICAL WIRE AT 4'-T O.C. <br />NECTED TO MAIN RUNNER & STRUCTURE <br />/E. INSTALL AN APPROVED COMPRESSION <br />F FLUSH WITH TOP OF CLG. GRID & <br />,JCTURE ABOVE. <br />s <br />al�T119 <br />INSTALL #12 GA. WIRE CROSS BRACING IN <br />EACH PLANE OF MAIN RUNNER AT 12'-0" O.C. <br />AT 45 DEGREE ANGLES IN BOTH DIRECTIONS <br />WITH THE FIRST POINT WITHIN 6`-0" FROM <br />EACH WALL. <br />(RUNNER <br />NOTE. <br />1. INSTALL AS REQUIRED UNDER AS ASTM C635 <br />& C636 PER IBC 2504 & N.W.C.D. TECHNICAL <br />DOCUMENT #401 <br />2. SUPPORTING WIRES TO BE GUAGED AND <br />SPACED PER ASTM C841 TABLE 3. <br />3. PROVIDE LIGHT FIXTURE SUPPORT <br />ATTACHMENT PER ASTM E580, <br />WALL PER PLAN <br />STUD .ANCHOR <br />x <br />DOOR PER SCHEDULE <br />I A I A I 8 2 r-M ng AN <br />4GE KING <br />)R FRAMES <br />10 GA WIRE HANGERS AT <br />PERIMETER SUPPORTING <br />MAIN RUNNERS AND CROSS <br />RUNNERS 8' MAX FROM EDGE. LINE OF WALL BEHIND <br />RECESSED LIGHT FIXTURE <br />(WHERE OCCURS) LINE OF FRAME BEHIND <br />MAIN RUNNERS: 1 1/2" <br />COLD ROLLED CHANNELS DOOR PER SCHEDULE <br />AT 4 0" ON CENTER <br />MAXIMUM THRESHOLD - SET IN <br />7/8" X 22 GA GALV. MASTIC & FASTNED <br />HAT FURRING TO SLAB <br />CHANNEL AT 2'-0" FINISH FLOOR ----- -- <br />O.C. MAX. <br />CONCRETE SLAB <br />PER SECTION <br />5/8" TYPE 'X' GWB PER <br />REFECTED CEILING PLAN —. — — <br />q_ a - "• - - <br />4, j <br />8f-y•- <br />9 INTERIOR DOOR THRESHOLD <br />A6.00 Scale: 3" = V-0", <br />PARTITION WALL <br />PER PLAN <br />PERIMETER EDGE <br />ANGLE CLIP <br />SUSPENDED <br />ACOUSTICAL CEILING <br />PER RCP <br />SUSPENDED CEILING " WALL <br />Scab: 3" = V-0„ <br />SEISMIC CLIP <br />"ATT/ <br />NMI <br />Scab: 3" = 1 °-0" <br />Scale: 1" = V-0" <br />5/8" TYPE `)(' GWB <br />1 <br />SEMI -RECESSED FIRE—' <br />EXTINGUISHER CABINET <br />ELEVATION <br />ROOM SIGNAGE MOUNTiNG <br />Scale: 1/2" = V-0" <br />NOTE: <br />TACTILE SIGN SHALL COMPLY WITH ICC A11T.1 <br />�TILE <br />N15-. <br />9 1. <br />Scale: 3/4" = V-0" <br />ROOM SIGNAGE, SEE <br />INTERIOR DESIGN <br />DRAWINGS AND <br />LOCATIONS <br />ALTERNATE LOCATION <br />PER PLAN <br />EXITQ0 <br />i m mb <br />TACTILE EXIT SIGN AT <br />EXTERIOR EXIT DOOR <br />6e, <br />EXF <br />T iRS <br />u P <br />o bo <br />o Qm <br />TACTILE EXIT SIGN AT <br />STAIRWAY DOOR <br />TO <br />EXIT <br />O b34 <br />TACTILE EXIT SIGN AT <br />EXIT DOOR LEADING <br />TO EXTERIOR EXIT DOOR <br />MIN 1-1/2" SIZE ----,Stair A <br />IdVETB-I 104°° STROKE I o Roo, Access <br />5" SIZE WITH 3/4" <br />STROKE, CENTERED Flood <br />co <br />00 <br />1°" SIZE WITH 1/4"——BASEMENT to FLOOR 2 — <br />STROKE EXIT DISCHARGE <br />ON BASEMENT <br />NO <br />CN <br />9 <br />o <br />U <br />W <br />LLI <br />CD <br />'74- <br />11477 <br />RE SI D <br />ARSC!-ii-'. -F I <br />L�l € e iobl T iRL, ➢ � <br />9� t�F UL , 1!d 'ON <br />[ISSUE' LIqq-SgqT��gg <br />PERIMIT d�vO7�,r U-M-�'^EN 9 S <br />1 PERMIT RESPONSE <br />12/30J2020 <br />01 /25/202 1 <br />