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ATTACHED END <br />UNATTACHED END <br />AT <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />E <br />N <br />D <br />UN <br />A <br />T <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />E <br />N <br />D <br />LATERAL FORCE BRACING <br />@ 12'-0" O.C. MAX. EA. WAY <br />WHERE REQUIREDTYP. <br />TYP. <br />TYP. <br />D <br />A9.2 <br />B <br />A9.2 <br />C <br />A9.2 <br />#12 GA. HANGER WIRE @ 48" O.C. <br />w/ A MIN. OF (3) TIGHT TURNS IN <br />1-1/2" ATTACHMENT. <br />SEISMIC <br />CLIP <br />MAIN BEAM OR <br />CROSS RUNNER <br />8" MAX. <br />7/8" <br />WALL ANGLE: <br />DO NOT USE POP RIVETS TO <br />ATTACH RUNNER TO ANGLE <br />SCREW FASTENED PER ICC-ES REPORT & <br />MANUFACTURER'S INSTRUCTIONS - <br />ARMSTRONG BERC-2: ICC-ES ESR-1308 <br />CHICAGO METALLIC 1496 CLIP: ICC-ES ESR-2282 <br />USG/DONN ASM7 CLIP: ICC-ES ESR-1222 <br />NOTE: SUSPENDED CEILING GRID <br />SHALL BE RATED 'HEAVY DUTY' <br />#12 GA. HANGER WIRE @ 48" O.C. <br />w/ A MIN. OF (3) TIGHT TURNS IN <br />1-1/2" ATTACHMENT. <br />SEISMIC <br />CLIP <br />MAIN BEAM OR <br />CROSS RUNNER <br />8" MAX. <br />7/8"3/4" <br />MIN. CLEARANCE <br />BETWEEN RUNNER <br />AND WALL <br />WALL ANGLE <br />NOTE: SUSPENDED CEILING GRID <br />SHALL BE RATED 'HEAVY DUTY' <br />#12 GA. HANGER WIRE @ 48" O.C. <br />SADDLE-TIED w/ A MIN. OF (3) TIGHT <br />TURNS IN 1-1/2" ATTACHMENT. <br />1-1/2" COLD-ROLLED CHANNEL @ 48" O.C. <br />OR APPROVED MANUFACTURED T-BAR <br />SUSPENDED CEILING SYSTEM. <br />FURRING CLIPS <br />FURRING CHANNELS @ 16" O.C. - <br />12" O.C. MAX w/ 5/8" WATER- <br />RESISTANT GYP. BD. <br />5/8" SUSPENDED GYP. BD. CEILING <br />WALL ANGLE <br />GYP. BD., PER PLAN AND SCHEDULE <br />8" MAX. <br />5/8" MAX. <br />5/16" DIAM. DRILL-IN ANCHOR <br />CEILING CLIP ASSEMBLY - <br />BEND TO ALIGN w/ WIRE - <br />HILTI X-CC C27 CLIP - <br />INSTALL PER ICC-ES ESR-2184 <br />4 TIGHT TURNS IN 1-1/2" <br />12 GA. SPLAYED SEISMIC <br />BRACING WIREMAX. <br />1 1/2 <br />" <br />NOTES: <br />1. LOAD TEST 1 OUT OF 2 INSTALLED WIRE/ANCHOR ASSEMBLIES FOR <br />440 LBS. IN TENSION IN DIRECTION OF WIRE <br />2. REUSE OF (E) SPLAYED BRACING WIRES: ALL (E) BRACE WIRES <br />MUST BE FIELD TESTED TO 440 POUNDS IN TENSION. THE GAGE <br />AND SPACING OF WIRES MUST COMPLY WITH CURRENT <br />APPLICABLE CODES. <br />PROVIDE 2x4 BLKG. <br />BETWEEN TRUSS AS <br />REQUIRED <br />1 <br />5 <br />/ <br />8 <br />" <br />1-1/8" MAX. <br />ANCHOR -1-1/8" MIN. <br />EMBEDMENT <br />CEILING CLIP ASSEMBLY - <br />HILTI X-CC C27 CLIP - <br />INSTALL PER ICC-ES ESR-2184 <br />3 TIGHT TURNS IN 1-1/2" <br />12 GA. VERTICAL HANGER WIRE <br />LOAD TEST 1 OUT OF 10 INSTALLED <br />WIRE/ANCHOR ASSEMBLIES FOR <br />200 LBS. IN TENSION <br />NOTE: <br />REUSE OF (E) VERTICAL HANGER WIRES: ALL (E) HANGER WIRES MUST <br />BE FIELD TESTED TO 200 POUNDS IN TENSION. THE GAGE AND SPACING <br />OF WIRES MUST COMPLY WITH CURRENT APPLICABLE CODES. <br />MA <br />X. <br />1 1/2" <br />2 1/2" <br />PROVIDE 2x4 BLKG. <br />BETWEEN TRUSS AS <br />REQUIRED <br />1 <br />1 <br />/ <br />8 <br />" <br />CUT MTL. STUD <br />FLANGES & <br />BEND STUD <br />2-1/2" MTL. STUD <br />COMPRESSION <br />POST <br />3" MIN. <br />WEB SIDE <br />OF STRUT <br />BOTTOM OF <br />ROOF FRAMING <br />MIN. (2) <br />#10 S.M.S. <br />NOTE: <br />HORIZONTAL RESTRAINT POINTS SHALL BE <br />PLACED @ 12' x 12' O.C. MAX. <br />20 GA. 2-1/2" MTL. STUD COMPRESSION <br />POST -EXTEND TO UNDERSIDE OF <br />ROOF STRUCTURE <br />(4) #12 GA. WIRES SECURED TO MAIN <br />RUNNER w/ (4) TIGHT TWISTS IN 1-1/2" & <br />WITHIN 2" OF CROSS RUNNER <br />INTERSECTION & SPLAYED 90° FROM EA. <br />OTHER @ AN ANGLE NOT EXCEEDING 45° <br />FROM THE PLANE OF THE CLG. THERE <br />SHALL BE A RESTRAINT POINT A DISTANCE <br />OF NOT MORE THAN 6'-0" FROM EACH <br />SURROUNDING WALL. BRACING MEMBERS <br />SHALL BE SPACED A MIN. OF 6" FROM <br />HORIZ. PIPING OR DUCTWORK THAT IS <br />NOT PROVIDED w/ BRACING RESTRAINTS <br />FOR HORIZ. FORCES. <br />MAIN RUNNER <br />CROSS RUNNER <br />(2) MIN. #10 S.M.S. <br />ALLOW GAP FOR <br />INSTALLATION OF CLG. TILE <br />2" MAX. <br />TYP. <br />NOTCH TO <br />STRADDLE CROSS <br />RUNNER <br />H <br />A9.2 <br />L <br />ROFIEFAOT <br />C <br />NO. C 30857 <br />REN. 3−31−23ATS <br />ICE <br />L <br />AIN <br />TC <br />TEI <br />ADNSE HCR <br />MELANIE A .VIEUX <br />Copyright WMB, Inc. <br />DATE PURPOSE <br />PUBLISH HISTORY: <br />No. <br />2000 L Street <br />Suite 125 <br />Sacramento, CA 95811 <br />T 209.944.9110 <br />F 209.944.5711 <br />www.wmbarchitects.com <br />5757 Pacific Avenue <br />Suite 226 <br />Stockton, CA 95207 <br />WMB Project No. <br />4/6/2023 9:21:06 AM <br />A9.2 <br />CEILING DETAILS <br />03.03.23 PERMIT SUBMITTAL <br />04.06.23 PLAN CHECK 011 <br />Santa Ana Federal <br />Credit Union Tenant <br />Improvement <br />23-014 <br />800 W Santa Ana Blvd <br />Santa Ana, CA 92701 <br />1/4" = 1'-0"A TYP. ACOUSTIC CEILING GRID <br />3" = 1'-0"B WALL CONDITION @ ATTACHED END <br />3" = 1'-0"C WALL CONDITION @ UNATTACHED END <br />3" = 1'-0" E SUSPENDED GYP. BD. CEILING <br />3" = 1'-0"G SPLAYED SEISMIC BRACING WIRE ATTACH. <br />3" = 1'-0"F VERT. HANGER WIRE ATTACH. <br />3" = 1'-0"H COMPRESSION POST TO STRUCT. <br />3" = 1'-0"D TYP. LATERAL FORCE BRACING <br />800 W Santa Ana <br />Blvd. - 10111445404/06/23