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STRUTS SHALL NOT REPLACE HANGER WIRES. <br />THE MINIMUM ACCEPTABLE ANGLE IS DETERMINED SUCH THAT <br />THE WIRES DO NOT INTERFER WITH THE RUNNERS, LIGHT <br />FIXTURES, ETC. AND REMAIN STRAIGHT AND UNOBSTRUCTED. <br />NOTES: <br />RIGID VERT. STRUT. <br />(SIMILAR TO SOFFIT <br />ATTACHEMENT SEE STRUCT. <br />FOR SOFFIT DETAIL) <br />12 GA VERTICAL HANGERS AT <br />4'-0" O.C. EACH WAY AT MAIN <br />RUNNER WITH MINIMUM 3- <br />TIGHT TURNS IN 3" AT BOTH <br />ENDS, SEE <br />12 GA. BRACING WIRE <br />W/MIN. 4-TIGHT TURNS IN 1 <br />1/2" BOTH ENDS OF WIRE <br />CONNECTED TO MAIN <br />RUNNERS 90º APART, 4- <br />TOTAL AT EACH STRUT <br />(U.N.O.) SEE <br />SEE DETAIL 2/A9.5.2 <br />FOR LOCATION OF <br />BRACING WIRES AND <br />STRUT <br />MAIN RUNNER <br />CROSS RUNNER <br />1. <br />. <br />6 MIN <br />1 <br />0° TO 45° <br />(NOTE 2) <br />2'-0" TYP <br />4'-0" <br />2'-0" TYP <br />2. <br />6 <br />A951 <br />6 <br />A951 <br />FREE <br />JOINT <br />ATTACHED <br />JOINT <br />CROSS RUNNERS TYP. <br />BRACING WIRE <br />LOCATION-TYP. <br />CONT ANGLE @ PERIMETERNOTE: <br />BRACING WIRES AND COMP. STRUT SHALL OCCUR <br />AT EVERY 144 SQ. FT. MAX. IN ROOMS OVER 144 SQ. FT. <br />MAIN RUNNERS <br />STABILIZER BARS, <br />CROSS TEES OR <br />STRUTS 8" MAX. <br />FROM WALL TYP. <br />ALONG FREE <br />JOINTS <br />MAX <br />6' - 0" <br />MAX <br />12' - 0" <br />MAX <br />6' - 0" <br />MA <br />X <br />6' <br /> <br />- <br /> <br />0 <br />" <br />MA <br />X <br />12 <br />' <br /> <br />- <br /> <br />0 <br />" <br />MA <br />X <br />6' <br /> <br />- <br /> <br />0 <br />" <br />ATTACHED <br />JOINT <br />FREE <br />JOINT <br />FREE <br />JOINT <br />ATTACHED <br />JOINT <br />144 SQ <br />FT MAX <br />TYP <br />4 <br />A951 <br />2 <br />A951 <br />4 <br />A951 <br />4 <br />A951 <br />4 <br />A951 <br />HEAVY-DUTY T-BAR GRID SYSTEM <br />ATTACHED JOINT FREE JOINT <br />NOTES: <br />1. PROVIDE #12 GAGE HANGER WIRES AT THE ENDS OF <br /> ALL MAIN AND CROSS RUNNERS WITHIN EIGHT <br /> (8) INCHES OF THE SUPPORT OR WITHIN ONE-FOURTH <br /> (1/4) OF THE LENGTH OF THE END TEE, WHICHEVER IS <br /> LESS, FOR THE PERIMETER OF THE CEILING AREA. <br /> PERIMETER WIRES ARE NOT REQUIRED WHEN THE <br /> LENGTH OF THE END TEE IS EIGHT (8) INCHES OR <br /> LESS. <br />CONT. SLOTTED ANGLE STABILIZER BAR W/ HORIZ. 6d <br />RINGSHANK NAIL (NOTE 2). OMIT STRUT WHERE RUNNER IS <br />WITHIN 8" OF WALL . <br />HANGER WIRE <br />MAIN OR CROSS <br />RUNNER <br />CEILING <br />PANEL <br />STEEL POP RIVET @ <br />ATTACHED SIDE ONLY <br />CHANNEL. <br />(STABILIZER BAR) <br />RUNNER <br />(SEE NOTE 1 BELOW) <br />8" MAX. <br />(SEE NOTE 1 BELOW) <br />8" MAX. <br />2. NAILS AT ENDS OF HORIZONTAL STABILIZERS <br /> ARE TO BE PLACED WITH NAIL HEAD TOWARD <br /> CENTER LINE OF SPAN OF STRUT. <br />3/4" CLR. <br />4. <br />APPROVED STABILIZER <br />1" x 2" x 25 GA. MIN. CONTINUOUS ANGLE WITH (1) #10 SMS INTO <br />20 GA. MIN. WALL STUD @ 24" O.C. <br />(T <br />Y <br />P <br />. <br />) <br />1/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />. <br />(SEE NOTE 3) <br />NOTE #4 <br />STABILIZER BAR MAY BE SLOTTED APPROVED <br />ANGLES OR CHANNELS WITH "DIAMOND POINTS" <br />OF SPRING STEEL WHICH SNAP TIGHT TO <br />PREVENT MOVEMENT OF STRUT. <br />3. <br />(1) #10 SMS TO 20 GA. MIN. WALL STUD @ 24" <br />O.C. <br />4. <br />1" <br />2" <br />AIR TERMINAL OR <br />LIGHT FIXTURE <br />(56# MAX.) <br />(2) 12 GA. SLACK SAFETY WIRE <br />HANGERS FOR DEVICES THAT <br />WEIGH LESS THAN 56 LBS PLACE <br />ON DIAGONAL CORNERS. <br />EXCEPTION: FIXTURES GREATER <br />THAN 2 FEET X 4 FEET WEIGHING <br />LESS THAN 56 LBS. REQUIRE A 12 <br />GA. SLACK SAFETY WIRE HANGER <br />AT EA. CORNER. <br />2-#8 S.M.S. IN TWO OPPOSITE <br />SIDES (4 TOTAL) LOCATE <br />SCREWS NEAR CORNERS OF <br />TERMINAL OR FIXTURE <br />HEAVY DUTY SYSTEM <br />3 TURNS @ HANGER WIRE TYPICAL <br />@ EACH END <br />4 TURNS @ BRACE <br />WIRES TYP. <br />@ EACH END <br />FOR CONNECTION TO <br />STRUCTURE SEE CONNECTION <br />MATRIX ON <br />FOR CONNECTION TO <br />STRUCTURE SEE CONNECTION <br />MATRIX ON <br />HANGER WIRE <br />BRACING WIRE <br />1 1/2" MAX. <br />10° TO 45° <br />3" <br /> <br />M <br />A <br />X <br />. <br />U.N.O. <br />1/2" MAX. <br />1/2" MAX. U.O.N. <br />#12 GAGE WIRE <br />#12 GAGE WIRE <br />1/ <br />2 <br />" <br /> <br />T <br />Y <br />P <br />1/2" TYP <br />10 <br />A951 <br />10 <br />A951 <br />1/4" DIA. CLOSED SCREW EYE. <br />INSTALL IN THE DIRECTION <br />OF THE BRACE WIRE <br />BLOCKING FASTEN TO JOIST <br />w/ 1-1/2" X 1-1/2" X 18 GA. <br />CLIP AND (4) 8d X 1-1/2" NAILS <br />EACH SIDE AND EACH END <br />THREE 1-1/2" X 9 GA. <br />STAPLES <br />OR 3-STRONGHOLD "J" <br />NAILS <br />AT EACH WIRE LOOP <br />JOIST OR <br />RAFTER <br />1" <br /> <br />M <br />I <br />N <br />. <br />BRACING WIRE <br />. <br />1-1/2" MIN. <br />PENETRATION <br />THREE 1-1/2" X 9 GA. STAPLES <br />OR 3-STRONGHOLD "J" NAILS <br />AT EACH WIRE LOOP <br />BRACING WIRE2X BLKG. w/ 2-16d <br />COMMON NAILS AT <br />EACH END <br />JOIST OR <br />RAFTER <br />BRACING WIRE <br />1/4" DIA. SCREW EYE <br />w/ FULL THREAD <br />EMBEDMENT (1-1/2" MIN.) <br />INSTALL IN DIRECTION <br />OF WIRE <br />3" <br /> <br />M <br />A <br />X <br />. <br />6 <br />A951 TYP <br />3 TURNS IN 3" TYPICAL <br />@ EACH END <br />HANGER WIRE ONLY <br />HANGER WIRE <br />4 TURNS IN 1-1/2" TYPICAL <br />@ EACH END <br />HANGER OR BRACE WIRE <br />BRACE OR <br />HANGER WIRE <br />NOTES: <br />WIRE SPLICES ARE SHOWN LOOSELY <br />TIED FOR ILLUSTRATIVE PURPOSES <br />ONLY AND SHALL BE DRAWN TIGHT TO <br />COMPLETE INSTALLATION WHEN <br />CONSTRUCTED. <br />SAWN TIMBER 8/- <br />STRUCTURAL CONDITION <br />OF FLOOR/ ROOF ABOVE <br />SUSPENDED CEILING <br />APPLICABLE <br />HANGER WIRE <br />DETAIL <br />8/A9.5.1 <br />APPLICABLE <br />BRACING WIRE <br />DETAIL <br />WOOD I JOIST N/A N/A <br />METAL DECK N/A N/A <br />ARMSTRONG WORLD INDUSTRIES, INC.ICC-ES EST-13087301 <br />XL7342 <br />N/A <br />N/A <br />N/A <br />GYPSUM BOARD PER <br />FINISH SCHEDULE <br />7/8" 25 GA. GALV. HAT CHANNEL CROSS <br />RUNNER AT 24" O.C. - SADDLE TIE AT EA. <br />INTERSECTION WITH (2) #18 GA. TIE WIRES <br />1-1/2" COLD ROLLED CHANNEL MAIN RUNNER, <br />.475 LBS./FT., AT 3'-6" OC <br />(FOR 4'-0" HANGER USE RUNNER AT 3'-0" O.C.) <br />(4) #12 GA SPLAY WIRES - MIN. (4) TWISTS PER <br />WIRE <br />#8 GA WIRE AT 3'-6" O.C. - (3) TWIST MIN. <br />FOR STUD CONNECTION: 2"X2"X16 <br />GA. CONT. ANGLE - ATTACH TO <br />STUDS WITH #10 SMS @ 16" O.C. <br />FOR CMU CONNECTION: W/3/8" DIA. <br />HILTI KWIK BOLT 3 ANCHORS, 2 1/2" <br />MIN. EMBED AT 32" O.C. MAX. <br />(ICC ESR-1385) <br />WALL FINISH <br />CLEARANCE TO ADJACENT WALL <br />PER ASCE 7-05, CH. 13 <br />16 GA BLOCKING <br />SAME SIZE AS <br />STUD PER S0.2.5 <br />3/4" <br />NOTE: <br />FOR ADDITIONAL INFORMATION, SEE <br />WALL TYPE PER PLAN <br />3 <br />A9.5.1 <br />FIRE-RATED METAL STUD <br />PARTITION, SEE PLAN FOR WALL <br />TYPE <br />FIRE-RATED CAULKING OR CLOSED CELL <br />POLYURETHANE FOAM & TAPE LISTED <br />BY STATE FIRE MARSHALL <br />1/2" MAX. ANNULAR SPACE AROUND <br />PENETRATION <br />DUCT, PIPE OR CONDUIT <br />U.L. SYSTEM # W-L-1001 <br />Scale <br />Project number <br />Date <br />Drawn by <br />Checked by <br />This document, and the ideas and designs incorporated <br />herein, as an instrument of professional service, is the <br />property of Everett Smith, and is not to be used in whole or <br />in part, for any other project without the written authorization <br />of Everett Smith/ ESDESIGNS. All Rights Reserved <br />PREPARED BY: <br />Email: everett@everettsmithdesigns.com <br />CLIENT NAME: <br />PROJECT ADDRESS: <br />REVISIONS: <br />IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION. HIDDEN CONDITIONS MAY EXIST, AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND BRING TO THE DESIGNERS ATTENTION. <br />MENIFEE, CA 92584 <br />EEEEVVVVEEEERRRREEEETTTTTTTT SSSSMMMMIIIITTTTHHHH DDDDEEEESSSSIIIIGGGGNNNNSSSS,,,, IIIINNNNCCCC <br />2023 <br />DDDDD S E <br />30141 ANTELOPE RD. D774 <br />PROJECT: <br />5/30/2024 10:09:59 AM <br />As indicated <br />5/ <br />3 <br />0 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />1 <br />0 <br />: <br />0 <br />9 <br />: <br />5 <br />9 <br /> <br />A <br />M <br />Z:\Shared\Everett Smith Designs\___ES Design Jobs\23-2292 BCAL Marcos Orange\23-2292 Orange Marcos Pizza 2024.05.15.rvt <br />A951 <br />TYP. SUSP. <br />ACOUSTICAL <br />CEILING DETAILS <br />23-2292 <br />J.D. PHAM <br />Author <br />Checker <br />100 N.HARBOR BLVD. <br />SUITE C-3 <br />SANTA ANA CA 92703 <br />TE <br />N <br />A <br />N <br />T <br /> <br />I <br />M <br />P <br />R <br />O <br />V <br />E <br />M <br />E <br />N <br />T <br />MA <br />R <br />C <br />O <br />S <br /> <br />P <br />I <br />Z <br />Z <br />A <br />SCALE:2SUSP. CLG. - SUSPENSION & BRACING ASSEMBLY1 <br />SCALE:1 <br />TYP. CLG. PLAN FOR 12' X 12' BRACE ASSEMBLY <br />SPACING2 <br />SCALE:4CEILING PERIMETER1 <br />SCALE:5 <br />SUSP. CLG. LIGHT FIXT./AIR TERMINAL SUPPORT <br />DETAIL2 <br />SCALE:6HANGER & BRACING WIRE CONN. - TYP. WIRE TURNS1 <br />SCALE:8BRACING WIRE CONNECTION TO SAWN TIMBER2 <br />SCALE:13CEILING WIRE SPLICES2 <br />SCALE:10HANGER & BRACING WIRE CONNECTION MATRIX1 <br />SCALE:16CEILING NOTES2 <br />SCALE:3TYP. SUSPENDED GYPSUM BOARD CEILING1 <br />NOTE: "SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2" <br />OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR <br />FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS." <br />SCALE:17FIRE PENETRATION <br />No. Description Date <br />100 N Harbor Blvd #C-3 - <br />101118438, 20182225, <br />30146961, 4013888710/31/2024