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SUSPENDED CEILING SYSTEM NOTE: <br />IF THE CABLE MARES AND COMPRESSION STRUTS CONNECT TO THE EXISTING <br />BOTTOM CHORD OF TRUSSES OR BOTTOM FLANGE OF I -JOISTS; PLEASE, <br />PROVIDE STRUCTURAL DOCUMENTS (STRUCTURAL CALCULATIONS IN GRAVITY <br />ANALYSIS PER 2016 CBC CHAPTER 16 AND LATERAL ANALYSIS PER <br />ASCE7-10 CHAPTER I& ALSO, THE WEIGHT OF THE CEILING, Wp, SHALL <br />INCLUDE THE CEILING GRID AND PANELS; LIGHT FIXTURES IF ATTACHED TO, <br />CLIPPED M, OR LATERALLY SUPPORTED BY THE CEILING GRID; AND OTHER <br />COMPONENTS THAT ARE LATERALLY SUPPORTED BY THE CEILING. Wp SHALL <br />BE TAKEN AS NOT LESS THAN 4 PSF. THE DESIGNS OF SEISMIC FORCE, Fp, <br />SWILL BE TRANSMITTED THROUGH THE CEILING ATTACHMENTS TO THE <br />BUILDING STRUCTURAL ELEMENTS OR THE CEILING STRUCTURE BOUNDARY) <br />TO JUSTIFY THE EXISTING BOTTOM CHORD OR BOTTOM FLANGE OF I -JOISTS <br />CAN SUPPORT ADDITIONAL LOADS OF THIS SUSPENDED <br />CEILING SYSTEM. <br />SUSPENDED CEILING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH <br />ASTM C636, ASTM E580, AND MANUFACTURER SPECIFICATIONS AND <br />INSTALLATION INSTRUCTIONS. <br />SUSP. CEILING SYSTEM NOTE <br />SCALE: NONE <br />O 48" O.C. MAX. <br />(4) 12 Go. SPLAI <br />ALONG MAIN RUNNERS. <br />SEISMIC SUPPORT WIRES O <br />ATTACH WIRES TO <br />45' MAX. TYP. ANCHOR TO <br />FRAMING 1/4.0 EYE <br />STRUCTURE ABOVE. WIRE <br />SCREW x 1 1/4" MIN. <br />CONNECTION MADE W/ 48 <br />PENETRATION <br />LAG SCREW EYE BOLT <br />Ry <br />PARALLEL W/ WIRE (TYP.(3) <br />TIGHT TURNS <br />O 12'-0' O.C. MAX.) <br />1 1/2` BOTH <br />8 <br />ENDS TYP. <br />0.080 <br />0.447 <br />ACOUSTIC TILE TYP. <br />STRUCTURAL MAIN <br />AT EACH T -BAR <br />RUNNERS O 48' O.C. <br />THE SUSPENDED CEILINGS SYSTEM SHALL'.. BE INSTALLED IN <br />ACCORDANCE WITH ASTM E580. i I "IT' <br />n SUSPENDED ACOUSTICAL CEILING <br />COMPRESSION STRUT: <br />STL SECTION SEE ADJACENT TABLE. ATTACH TO MAIN RUNNER WITHIN <br />2' OF CROSS RUNNER W/ (2) #12 S.T.S.M.$. do TO STRUCTURE W/ <br />(2) #12 x 2" SCREWS AT WD. OR 3 16'# R AT CONC./STL <br />COMPRESSION STRUT SHALL NOT RZEPLACE WIRE 12 Ga. BRACING WIRE <br />COMPRESSION W/ MIN. (4) TIGHT <br />STRUT TURNS IN 1 1/2' <br />BOTH ENDS OF <br />I �\ ,WIRE (TYP. 4 SIDES) <br />CROSS —� T <br />RUNNER <br />2" MAX. FROM — <br />BRACING WIRE <br />TO COMPRESSION <br />STRUT do CROSS <br />RUNNER <br />12 Go. VERT. <br />HANGER WIRE O <br />4'-0" E.W. MIN. <br />(3) TIGHT TURNS <br />IN 1 1/2' BOTH <br />ENDS (TYP.) <br />SUSP. CEILING <br />Pl\ RUNNER <br />SEE DTLe <br />FOR CONNECTION OF <br />HANGER MIRE TO <br />STRUCT. ABOVE <br />NG ASSEMBLI <br />ATTACH TO ROOF STRUCTURE <br />1. LIGHT FIXTURES AND AIR DIFFUSERS <br />TO BE SUPPORTED DIRECTLY TO <br />STRUCTURE ABOVE. SEE E -SHEETS <br />SEISMIC COMPRESSION 2. CEILING GRID MEMBERS MAY BE <br />STRUT (Tl'P. O 12'-0' ATTACHED TO NOT MORE THAN (2) <br />O.C. MAX.) SEE ^ ADS WAS PER CODE <br />3. SPLICING AND JOINT CONDITIONS <br />PER CODE AND MFR. SPECS. <br />4. PROVIDE BLOCKING AT ALL WALL/ <br />CEILING LOCATIONS <br />5. PROVIDE SEISMIC JOINT IN T -BAR <br />TURNS INGRID O EVERY 200 SO. FT. MAX. <br />131/2*BOTH ENDS <br />Typ' SUSPENDED 1 -HR. <br />4'-0" MAX, TO WALL ACOUSTICAL CEILING <br />OR SEISMIC ELEMENTS <br />SCALE: NONE <br />CIFIL1NG SEISMIC COMPRESSION POST TABLES <br />SINGLE 25 Go. <br />STUDS <br />W <br />1 1/40 FLANGES <br />AND 3/16' <br />MIN. <br />FLANGE <br />RETURNS <br />STUD SIZE <br />ESR#1308 <br />OF THE END <br />AREA <br />Ry <br />co <br />MAX. <br />HEIGHT <br />25 Go. x 1-5 <br />8 <br />WHICHEVER <br />0.080 <br />0.447 <br />W <br />-5' <br />89 <br />25 Go. x 2-1/2' <br />#12 Go. HANGER <br />!► <br />Q <br />0.097 <br />0.439 <br />7'-4" <br />88 <br />SINGLE 20 Go. <br />STUDS <br />W <br />1 1/4* FLANGES <br />AND 3/16- <br />MIN. <br />FLANGE <br />RETURNS <br />STUD SIZE <br />#8 x 2' PAN HEAD <br />AREA <br />Ry <br />AT 24" <br />MAX. <br />HEIGHT <br />20 Go. x1-5 <br />8 <br />0.145 <br />0.440 <br />7 -4 <br />88 <br />20 Go. x 2-1 <br />2 <br />0.176 <br />0.431 <br />CLG. LINE (TYP.) <br />7 -2 <br />86 <br />20 Go. x 3-1 <br />2 <br />SERC -2 CLIP LOCKED OVER VERT. <br />0.210 <br />0.415 <br />V7/ LEG OF WALL ANGLE ATTACHED TO <br />W-1 <br />83 <br />SINGLE 20 Ga. <br />STUDS <br />WITH 1 5/8- FLANGES AND 1 2 <br />MIN. <br />FLANGE <br />RETURNS <br />STUD SIZE <br />METAL SCREW <br />AREA <br />Ry <br />MAX. <br />HEIGHT <br />20 Go. x 2-14.2- <br />1 <br />0.223 <br />0.624 <br />10'-5" <br />125 <br />20 Go. x 3-1/2" <br />0.258 <br />0.617 <br />10'-3s <br />123 <br />DOUBLE 25 Ga. <br />STUDS <br />W <br />1 114ms 114mFLANGES <br />AND 3116w <br />MIN. <br />FLANGE <br />RETURNS <br />STUD SIZE <br />AREA <br />Ry <br />MAX. <br />HEIGHT <br />25 Go. x 2-1/2' <br />0.097 <br />1.014 <br />15 -10 <br />190 <br />25 Go. x 3-1 <br />2 <br />0.115 <br />1.366 <br />21 -7 <br />259 <br />25 Ga. x 4 <br />0.125 1 <br />1.536 <br />24 -11 <br />299 <br />EMT TABLE <br />EMT SIZE <br />AREA <br />SO. INCHES <br />R <br />MAX. <br />HEIGHT <br />1/20 <br />0.088 <br />0.238 <br />4' -On <br />48 <br />31e <br />0.134 <br />0.309(62") <br />62 <br />i' <br />0.198 <br />0.392 <br />6'-6 <br />78 <br />1-1/4- <br />0.295 <br />0.511 <br />8'-B' <br />102 <br />1-1/2- <br />0.342 <br />0.593 <br />91-11, <br />119 <br />SCALE: NONE <br />1/4.0 SCREW EYE W/ FULL FOR BRACING WIRE 1/4.4 <br />TREAD EMBED. 1 1/4" MIN. - FULLY EMBED. DRILLED <br />TYP. ALL CONN. SCREW EYE TREADS HOLE <br />IN DIRECTION OF <br />WIRE <br />r SOLID BLK'G. REO'D. <br />JOIST OR F RBRACIN WIRE " <br />RAFTER <br />GER WIRE - <br />BRACING WIRE W" REQ (3) TIGHT TURNS do <br />BRACING WIRES - <br />(4) TIGHT TURNS <br />A AT WOOD JOIST OR RAFTER /-m-%M BOTTOM OF JOIST <br />DO NOT INSERT ON INSERT SCREW <br />SCREW EYES EYES PERPENDICULAR TO 1" <br />INTO SIDE OF WEB IN FLANGE SEE 'C' MIN. <br />TJI FLANGE <br />1/4'4 SCREW <br />EYE W/ 1 1/4" <br />BRACING MIN. PENETRATION <br />WIRE <br />C TJI UPPER FLANGE D AT WD. JOIST OR RAFTER <br />WIRE COONECTION TO FRAMING <br />—V S SCALE: 1' ■+ l'-0" <br />SLOTTED L SPACER W/ HORIZ. <br />INSTALL BERC-2 CLIPS IN <br />8" OR 1/4' <br />O <br />o <br />O <br />O <br />�g x 2" S.T.S.M.S. AT THE END <br />bF <br />ACCORDANCE WITH ICC <br />0 F THE LENOr'- <br />STRUTS ARE TO BE PLACED <br />ESR#1308 <br />OF THE END <br />M <br />W/ THE NAIL HEAD TOWARD THE <br />co <br />RUNNER <br />ISESSE <br />t OF SPAN OF STRUT <br />WHICHEVER <br />-' <br />mmo <br />W <br />IS LESS <br />Q <br />J <br />#12 Go. HANGER <br />!► <br />Q <br />Q <br />WIRE EYP. <br />5/8' GYP. BD. TO <br />00 <br />F. <br />MIN. 6" ABOVE CLG. <br />MIN. (3) TIGHT <br />U.N.O. <br />Q <br />TURNS IN 1 <br />1/2' <br />#8 x 2' PAN HEAD <br />AT 24" <br />m <br />MAIN OR CROSS <br />D.C.SCREW <br />RUNNER <br />MTL BLKG. CONT. AT <br />CLG. LINE (TYP.) <br />INSUL PER WALL <br />SERC -2 CLIP LOCKED OVER VERT. <br />BERC-2 CLIP LOCKED <br />LEGEND & <br />V7/ LEG OF WALL ANGLE ATTACHED TO <br />OVER VERT. LEG OF WALL <br />SPECIFICATION <br />WALL WEB OF RUNNER W/ SHEET METAL <br />ANGLE ATTACHED TO WEB <br />ANGLE SCREW LOOSELY TIGHTEN SCREW <br />OF RUNNER W/ SHEET <br />TO ALLOW 3/4' MOVEMENT IN <br />METAL SCREW <br />EACH DIRECTION <br />CEILING END AT WALL <br />5DTYPICAL <br />SCALE: 3" - 1'-0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />L <br />O <br />O <br />O <br />o <br />O <br />O <br />eo O <br />�® <br />me� <br />�. <br />M <br />co <br />Ln <br />ISESSE <br />NMI1. <br />-' <br />mmo <br />W <br />Uj <br />Q <br />J <br />Z <br />Q <br />O <br />Oir <br />O� <br />1A <br />I <br />J <br />eo O <br />5 <br />5 <br />5 <br />N <br />N <br />2 <br />2 <br />2 <br />REVISIONS <br />N0. 958 2 A <br />P, 31- <br />sT9TFOF ICAI-\ Ro P <br />REPLACE CEILING PANELS <br />IN WAS14/5TORAGE AREA <br />WITH WASHABLE CEILING Date Signed: January 29, 2020 <br />PANELS. <br />(N) b" LED CAN LIGHT C41WO) <br />IN EXISTING T BAR <br />EMERGENCY LIGHT, REFER LA eSTRLLA <br />TO ELEC PLANS. � TACO$ &:SEAFOOD r <br />2x4 TBAR <br />LIGHT, TYP. <br />(N)20 GAUGE METAL STUD <br />SUPPORT • 4'-0" O.G. TO <br />UNDERSIDE OF (E) ROOF <br />STRUCTURE. <br />(N) 20 GAUGE METAL STUD <br />CEILING 24" Or - <br />11 <br />C11 <br />A4 <br />(N) HARD LID CEILING WITH <br />SEMI GLOSS PAINT <br />4° CAN LIGHT (LED) <br />TYR <br />ROPE LIGHT ABOVE <br />ACRYLIC SCREEN, <br />TYPICAL - <br />EXIT SIGN, REFER TO ELEC <br />PLANS <br />CEILING PLAN 1 <br />SCALE 1/4'■1'-0' A2 <br />J <br />� <br />me� <br />F— <br />M <br />REVISIONS <br />N0. 958 2 A <br />P, 31- <br />sT9TFOF ICAI-\ Ro P <br />REPLACE CEILING PANELS <br />IN WAS14/5TORAGE AREA <br />WITH WASHABLE CEILING Date Signed: January 29, 2020 <br />PANELS. <br />(N) b" LED CAN LIGHT C41WO) <br />IN EXISTING T BAR <br />EMERGENCY LIGHT, REFER LA eSTRLLA <br />TO ELEC PLANS. � TACO$ &:SEAFOOD r <br />2x4 TBAR <br />LIGHT, TYP. <br />(N)20 GAUGE METAL STUD <br />SUPPORT • 4'-0" O.G. TO <br />UNDERSIDE OF (E) ROOF <br />STRUCTURE. <br />(N) 20 GAUGE METAL STUD <br />CEILING 24" Or - <br />11 <br />C11 <br />A4 <br />(N) HARD LID CEILING WITH <br />SEMI GLOSS PAINT <br />4° CAN LIGHT (LED) <br />TYR <br />ROPE LIGHT ABOVE <br />ACRYLIC SCREEN, <br />TYPICAL - <br />EXIT SIGN, REFER TO ELEC <br />PLANS <br />CEILING PLAN 1 <br />SCALE 1/4'■1'-0' A2 <br />SHEET TITLE <br />CEILING <br />PLAN <br />DATE OCTOBER 8, 2019 <br />DRAWN BY EH <br />CHECKED BY BC <br />SCALE: as noted <br />SHEET <br />J <br />� <br />W <br />F— <br />M <br />co <br />Ln <br />ISESSE <br />ca <br />-' <br />Q <br />W <br />Uj <br />Q <br />J <br />Z <br />Q <br />!► <br />Q <br />Q <br />Q <br />00 <br />F. <br />TOM <br />CV <br />Q <br />CJ <br />2 <br />FM <br />SHEET TITLE <br />CEILING <br />PLAN <br />DATE OCTOBER 8, 2019 <br />DRAWN BY EH <br />CHECKED BY BC <br />SCALE: as noted <br />SHEET <br />