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2— 12 GA. x 1 1 <br />SCREW EA. STUD <br />EXTEND WEB OF ( <br />METAL STUD AT - <br />TO RUNNER W/ T <br />12 GA. SCREWS <br />TWO STUDS <br />JOINTED TOGETHER TO <br />FORM A "T" <br />W/ SCREW @ 24" O.C. <br />MAY BE USED AS FOLLOWS: <br />2— 25 GA. <br />158 — 10 FT. <br />2— 25 GA. <br />250 — 15 FT. <br />2— 25 GA. <br />358 — 20 FT. <br />MAX. <br />SECURE TO FLOOR / ROOF STRUCTURE ABOVE <br />2— 3 5/8" x 20 GA. MTL. STUDS W/ 2" FLANGE <br />WIDTH (ANGELES 20xxHD358) BACK TO BACK <br />ATTACHED WITH TWO #10 SCREWS AT 48" O.C. <br />FROM CEILING SYSTEM TO ROOF STRUCTURE <br />AMn\/f- TVfIIn AI <br />SYSTEM, SEE CEILING <br />PLAN <br />COMPRESSION STRUT DETAIL <br />Scale: NTS <br />LATERAL BRACING — 4 — 12GA. WIRES SECURED TO MAIN <br />RUNNER WITH IN 2" OF CROSS RUNNER INTERSECTION AND <br />SPLANYED 900 FROM EACH OTHER AN ANGLE NOT TO <br />° FROM THE PLANE OF THE CEILING TYP. <br />12'-0" EA. WAY BEGINNING 4'-0" MAX. FROM WALL. <br />MIN 4 TIGHT TURNS IN 1 1 /2" BOTH ENDS, TYP <br />VERT. HANGER WIRE ®4'-0" O/C WITH MIN <br />3 TIGHT TURNS IN 1 1/2, BOTH ENDS <br />OF WIRE, TYPICAL <br />SHALL NOT EXCEED 2'-0" O/C ALONG <br />ENTIRE LENGTH OF THE MEANS OF EGRESS <br />ANCHOR WIRES TO OR LOBBY (FOR MEANS OF EGRESS <br />STRUCTURE ABOVE SERVING AN OCCUPANT LOAD GREATER <br />30 AND AT LOBBIES ACCESORY TO <br />\ GROUP A OCCUPANCY <br />450 45° 450 <br />45° NOTE: <br />*ALL WIRES 12 GA. <br />*CEILING & LIGHT FIX— <br />TURES INSTALLATION <br />SHALL CONFORM WITH <br />U. B. C. STD. 47-18. <br />*COMPRESSION POST <br />12'-0" O.C. <br />MAIN RUNNER CROSS RUNNER <br />PROVIDE COMPRESSION STRUT AT EACH GROUP OF DIAGONAL WIRES <br />ALL SUSPENDED CEILING SHALL COMPLY W/ UBC TABLE 47A & 23P <br />5 T-BAR SUSPENSION <br />Scale: NTS <br />NOTE : TIE TWO ADJACENT WALLS TO <br />CEILING MAIN & CROSS RUNNER <br />O X • • • <br />I Q <br />• • EDGE OF TITLE <br />U <br />O <br />O <br />LINE OF CROSS <br />`-4 I <br />• + <br />I <br />+ <br />I <br />+ • <br />RUNNER OR MAIN <br />RUNNER. <br />�3/8" <br />MIN. CLEAR <br />CROSS <br />6'-0" 12'-0" <br />0/C <br />RUNNER OR MAIN <br />RUNNER <br />MAX. <br />MIN. 12 GAUGE <br />450 CROSS RUNNER <br />OR MAIN RUNNER <br />3/4" MIN.CLR <br />8" ACOUSTICAL TILE GREATER THAN 25' <br />= CEILING OR 3 8" MIN CLR <br />SUSPENDED GRID LESS THAN 25' <br />SYSTEM <br />(ICC ESR-1289) <br />z <br />LL <br />SECTION THRU ROOM <br />1. INSTALL NEW CEILING GRID USING 12GA. SPLAY WIPE HANGERS AT 45 DEGREES <br />AND 90 DEGREES TO EACH OTHER (4 WIRES). BEGINNING 48" FROM STARTING <br />POINT OF GRID AND TITLE LAYOUT AND IN BOTH DIRECTIONS AT 12'-0" THERE— <br />AFTER, ALL CLEARANCES, TIES TO WALL, ETC. TO CONFORM TO THE CITY OF <br />LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY. <br />2. CEILING TILES TO BE MINERAL TILES WITH UL LABEL & HAVING A FRAME <br />AROUND 25 LBS OR LESS. <br />3• NOTE : COMPRESSION POSTS ® 12'-0" O.C. <br />EACH WALL. FOR CEILING LESS THAN 8'-0" BELOW SUPPORTING STRUCTURE USE <br />25 GA. 358 MTL. STUD. * SEE TABLE FOR ALT. <br />* TWO STUDS JOINTED TOGETHER TO FORM A "T" WITH SCREWS @ 24" O.C. MAY <br />BE USED AS FOLLOWS : <br />2 — 25 GA. 158 — 10 FT. MAX. <br />2 — 25 GA. 250 — 15 FT. MAX. <br />2 — 25 GA. 358 — 20 FT. MAX. <br />4 T-BAR SUSPENSION DETAIL <br />Scale: NTS <br />__j to <br />NcH <br />., rr <br />t DD 9% <br />r <br />+/-16-0"H <br />I I <br />+/-16'-0"H <br />OPEN CEILING <br />GUSTOME' <br />I (N) SKYLIGHT I <br />OPEN CEILING <br />72"X6o" <br />CLEARANCE a <br />x� <br />AREA <br />4'X4' <br />L — — — J <br />U <br />SNEEZE GUARD <br />60"H A.F.F <br />2X LEDGER <br />2X LEDGER <br />EVERY 16" O.C. <br />0 <br />(N) 8'-0"X4'-6" TYPE I (N) 10'-9"X4'-6" TYPE I <br />}�_ 1 1.'_0"H T0. EXHAUST HOOD #2 EXHAUST HOOD #1 <br />HARD CEILING OC O <br />EH�. ( 7C O <br />LEDGER <br />MAX SLOPE 5% & 2.08% CROSS SLOPE WITH <br />MINUM 48" CLEAR WIDTH, EXCEPT RAMPS <br />ICLEARANCE <br />EXIT j <br />x� <br />U <br />LEGEND <br />EMERGENCY LIGHT <br />• F.E. FIRE EXTINGUISHER (2A1013C MIN. RATING) <br />48" MAX HEIGHT FROM FINISH FLOOR TO TOP <br />OF UNIT <br />EXIT ACCESS TRAVEL DISTANCE <br />PER TABLE 1006.2.1 CBC <br />C <br />2X4 CLNG JOIST <br />EVERY 16" O.C. <br />�1 <br />2X4 CLNG JOIST -- <br />EVERY 16" O.C. <br />O O <br />IWADn+/711'-0"H TO <br />ILING <br />A 80'-4" <br />B 51'-6" <br />MAXIMUM P.O.T DISTANCE 100'-0" <br />OCC B OL < 30 <br />LEDGER <br />(EX.) STEEL COLUMN <br />LED <br />(N) HARD CEILING <br />l-t Lj_ILJLL. <br />O <br />S9O,R•AG. j <br />(EX.) STEEL COLUMN <br />CITY OF S N-W ANA <br />Planning and Buil ge cy <br />3x48 1i 0 <br />z <br />:n <br />O l — 0' 4 WASHER & O. 3 DOOR, FREEZER O-tier <br />1 OO --% DRYER <br />5 <br />A-4.0 <br />D IN <br />/N HARD CEILING F.D n S 10Rkt6D IN <br />-AGr Ap ov6 <br />1 ) oW O _ REPLACE HARD CEILING EMAIL: iMAGINE.ARCHLA®GMAIL.COM <br />�.� P ON B1 -8 - 27 <br />' .. .. ON EXISTING C.J: � <br />(N) RAILING o. = R P E R M I I� l� I C <br />2X4.. CLNG 'JOIST 36 H \ Lu.0 <br />EVERY 167 O.C. <br />WASH. AR.E•A•. �1 �INc _ - DISCLAIMER: <br />EX. SKYLIGHT (!N) kAMP SEE DtIAIL THIS DRAWING, SPECIFICATIONS AND <br />3'X3' TEMPS t ( ) 4/A-4.0 & 3/S-2.1 IDEAS, DESIGNS THEREBY ARE AND SHALL <br />IMNDOW • I I 5'X6' I I L'1'' REMAIN THE PROPERTY OF IG DRAFTING & <br />DESIGN AND NO PART THEREOF SHALL BE <br />o. o Ma COPIED DISCLOSED TO OTHERS OR USED <br />IN CONNECTION WITH ANY WORK OR <br />PROJECT FOR WHICH THERE HAVE BEEN <br />PREPARED AND DEVELOPED, WITHOUT THE <br />14'-0!'H I = n I 0 1 X x4 a • WRITTEN CONSENT OF IG DRAFTING & <br />x 84" S/S ' DESIGN, VISUAL CONTACT WITH THESE <br />REPLACE HARD CEILING II I 5. tiQr 5-tier RREP TABI I , DRAWINGS SHALL CONSTITUTE EVIDENCE <br />ON EXITING C.J. _ J� O O F ACCEPTANCE OF THESE RESTRICTIONS. <br />F.D <br />0 Q 141 BACK'ROOM <br />REPLACE HARD CEILING 'PEA <br />ON EXISTING �.,J.: (N) T-8"X5_0" TYPE I <br />EXHAUST HOOD #3 <br />(N) 7'-8"X5-0" TYPE I HOOD#3 <br />S/S 66 - O 60d, S/S WATER.RLIER <br />PREP.TABLE PREP TAB._ o PREP -TABU O O O STATION <br />11 <br />a a <br />REFLECTED CEILING PLAN <br />3 EGRESS PLAN <br />® Scale: 1/4"=1'-0" <br />Scale: 1/4"=1' <br />`--(EX.) ELECTRICAL PANEL <br />(EX.) ELECTRICAL 200 AMPS 208/240 AC 30 4W <br />PANEL <br />LIGHTING SCHEDULE <br />6" RECESSED FIXTURE <br />LITHONIA LIGHTING <br />OR EQUIV. <br />SUSPENDED LIGHTS <br />LITHONIA LIGHTING <br />OR EQUIV. <br />MECHANICAL <br />Q <br />VENTILATION LIGHT <br />ACTIVATED <br />EMERGENCY LIGHT <br />EXIT SIGN <br />ILLUMINATED SIDE <br />mMAKE <br />UP AIR <br />(EX.) ELECTRICAL <br />PANEL <br />ci A6 <br />LANDING <br />EX IT <br />f(1 <br />ry <br />O <br />Q <br />H— <br />O <br />u <br />WET SIGNATURE <br />DESIGNER <br />REVISIONS <br />Q <br />HEALTH DEPT. <br />Q <br />PLUMBING <br />A <br />MECHANICAL <br />® <br />B & S <br />Q <br />REVISION <br />DATE 04/2024 <br />SCALE AS NOTED <br />DRAWN SG <br />CHECKED: - <br />JOB NO. <br />INDEX : <br />SHEET <br />A-1 01 <br />