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6' - 0" MAX.12' - 0" MAX.6' - 0" MAX. <br />6' <br /> <br />- <br /> <br />0 <br />" <br /> <br />M <br />A <br />X <br />. <br />12 <br />' <br /> <br />- <br /> <br />0 <br />" <br /> <br />M <br />A <br />X <br />. <br />6' <br /> <br />- <br /> <br />0 <br />" <br /> <br />M <br />A <br />X <br />. <br />FURRING <br />CHANNEL, TYP. <br />MAIN RUNNER, <br />TYP. <br />BRACING WIRE, <br />TYP. <br />1" x 2" x 24 MSG <br />CONTINUOUS ANGLE @ <br />PERIMETER <br />144 SQ. <br />FT. MAX. <br />NOTE <br />1. BRACING WIRES AND COMPRESSION STRUTS SHALL OCCUR AT EVERY 144 SQ. FT. MAX <br />TYP. <br />1" MIN. <br />6" MAX. <br />ATTACH <br />ED JOINT <br />ATTACHED <br />JOINT <br />06/A4.10 <br />FREE <br />JOINT <br />FREE <br />JOINT <br />06/A4.10 <br />06/A4.10 <br />06/A4.10 <br />HANGER WIRE <br />CONNECTION PER <br />TABLE BELOW <br />U.O.N. <br />1/2" MAX. <br />TY <br />P <br />. <br />1/ <br />2 <br />" <br />MA <br />X <br />. <br />3" <br />3 TURNS AT EACH <br />END, TYP. <br />#12 GA. WIRE ASTM <br />A641 WITH CLASS 1 <br />COATING BRACING WIRE <br />CONNECTION PER <br />TABLE BELOW <br />TYP <br />. <br />1/2" <br />MAX <br />. <br />1 1/2 <br />" <br />U.O.N. <br />1/2" MAX. <br />4 TURNS AT EACH <br />END, TYP. <br />#12 GA. WIRE ASTM <br />A641 WITH CLASS 1 <br />COATING <br />CONCRETE OVER METAL DECK <br />HANGER WIRE <br />DETAIL <br />BRACING <br />WIRE DETAIL <br />STRUCTURAL CONDITION OF <br />FLOOR / ROOF ABOVE <br />SUSPENDED CEILING <br />CONCRETE SLAB, BEAM OR JOIST <br />STRUCTURAL STEEL <br />METAL STUD PARTITION <br />06/A-4.10 <br />02/A-4.10 <br />MA <br />X <br />. <br />45° <br />06/A-4.10 <br />06/A-4.10 <br />07/A-4.10 <br />02/A-4.10 <br />02/A-4.10 <br />07/A-4.10 <br />MAIN RUNNER <br />SADDLE TIE WITH <br />DOUBLE LOOP AT <br />SUPPORTWHEN MULTIPLE SADDLE <br />TIES ARE REQUIRED, <br />ALTERNATE DIRECTION TO <br />PREVENT TWISTING <br />#12 GA. HANGER WIRES <br />WITH (3) TIGHT TURNS <br />WITHIN 3", TYP. <br />SADDLE TIE -MAIN RUNNER TO <br />HANGER WIRE <br />#16 GA. WIRE OR DOUBLE <br />STRAND OF #18 GA. WIRE <br />FURRING CHANNEL <br />MAIN RUNNER <br />SADDLE TIE -MAIN RUNNER <br />TO FURRING CHANNEL <br />MIN. <br />1/2" <br />MIN. <br />1/2" <br />MI <br />N <br />. <br />1/ <br />2 <br />" <br />FASTENER AT EACH END <br />MIN. 20 MSG PARTITION <br />STUDS @ 24" O.C. MAX. <br />HANGER WIRE PER <br />07/A4.10 <br />FURRING CHANNEL <br />FASTENER AT EACH <br />MAIN RUNNER <br />CONTINUOUS ANGLE, <br />TYP. <br />FASTENER AT EACH <br />PARTITION STUD <br />MAX. <br />3" <br />CLR. <br />1" MIN. <br />SADDLE TIE PER <br />06/A4.10 <br />NO CONNECTION <br />BETWEEN ANGLE AND <br />FURRING CHANNEL <br />ATTACHED JOINT FREE JOINT <br />NO CONNECTION <br />BETWEEN ANGLE AND <br />FURRING CHANNEL <br />ATTACHED JOINT FREE JOINT <br />MIN. <br />1/2" <br />MIN. <br />1/2" <br />MI <br />N <br />. <br />1/ <br />2 <br />" <br />MAIN RUNNER <br />FURRING CHANNEL <br />CONTINUOUS ANGLE <br />FASTENER AT EACH <br />PARTITION STUD <br />FASTENER AT EACH <br />FURRING CHANNEL <br />MIN. 20 MSG PARTITION <br />STUDS @ 24" O.C. MAX. <br />HANGER WIRE PER <br />07/A4.10 <br />NOTES: <br />1. PERIMETER PARTITIONS SHALL BE DESIGNED TO CARRY TRIBUTARY LATERAL FORCES <br />SADDLE TIE PER <br />05/A4.10 <br />HANGER WIRE PER <br />07/A4.10 <br />6" MAX. <br />1" MIN. <br />3" <br />CLR. <br />1" MIN. <br />6" MAX. <br />6" MAX. <br />1" MIN. <br />6" MAX. <br />OPTION 1 <br />LIGHTWEIGHT OR <br />NORMAL WEIGHT <br />CONCRETE OVER MIN. 20 <br />MSG STEEL DECK <br />FASTENER <br />MAX. <br />1/2" <br />MIN. 1" WIDE <br />CEILING CLIP <br />HANGER WIRE <br />FASTENER <br />MIN. 3/4" WIDE <br />CEILING CLIPHANGER WIRE <br />OPTION 2FASTENE <br />R & <br />FLUTE <br />OPTION 3 <br />MIN. <br />3/4"MIN. 1 1/2" x 1 1/2" <br />ANGLE OR MIN. 1 <br />5/8" STRUCTURAL <br />TRACK <br />FASTENER <br />HANGER WIRE <br />NOTES: <br />1. BEAM FLANGE THICKNESS SHALL NOT BE LESS THAN 3/16" OR MORE THAN 3/8" <br />2. FRAMING MEMBERS SHALL BE DESIGNED TO CARRY THE CEILING LOADS <br />3. NO FASTENERS SHALL BE INSTALLED IN THE PROTECTED ZONE OF ANY STEEL MEMBER <br />MIN. 1" WIDE <br />CEILING <br />CLIP <br />OPTION 5 <br />6" MIN. <br />LIGHTWEIGHT OR NORMAL <br />WEIGHT CONCRETE SLAB, <br />BEAM OR JOIST (MIN. 8" <br />WIDE) <br />MAX. <br />1/2" <br />FASTENER <br />MIN. 3/4" WIDE <br />CEILING CLIP <br />OPTION 6 <br />MAX. <br />1/2" <br />OPTION 4 <br />MAX. <br />1/2" <br />FASTEN <br />ER <br />MIN. 1 1/2" x 1 <br />1/2" x 2" ANGLE <br />CLIP <br />HANGER WIRE <br />STRUCTURAL STEEL <br />BEAM <br />SPRAY-APPLIED FIRE <br />PROOFING <br />LIGHTWEIGHT OR <br />NORMAL WEIGHT <br />CONCRETE OVER MIN. 20 <br />MSG STEEL DECK <br />HANGER WIRE <br />FASTENER <br />HANGER WIRE <br />OPTION 3 <br />NOTES: <br />1. THIS DETAIL MAY BE USED FOR PERIMETER WIRE ATTACHMENT OR WHERE OBSTRUCTION PREVENTS ATTACHMENT <br />TO STRUCTURE ABOVE <br />2. PARTITION FRAMING SHALL BE DESIGNED TO CARRY THE CEILING LOAD <br />FASTENER <br />1 LAYER <br />GYPSUM <br />BOARD <br />6 <br />MAX. <br />1 <br />1" x 1" x 3/4" CLIP <br />ANGLE <br />OPTION 1 <br />MIN. 20 MSG <br />METAL STUD <br />HANGER WIRE <br />6 <br />1 <br />FASTENER <br />1" x 1" x 3" CLIP <br />ANGLE <br />1 LAYER <br />GYPSUM <br />BOARD <br />OPTION 2 <br />(2) FASTENERS <br />AT EACH STUD12 GA. PERIMETER <br />WIRE WITH 3 TIGHT <br />TURNS IN 3" BOTH <br />ENDS, TYP. <br />6 <br />MAX. <br />1 <br />FASTENER <br />1" x 1" x 3/4" CLIP <br />ANGLE <br />MIN. 20 MSG BACKING <br />STUD - SPAN 2 PARTITION <br />STUDS MIN. <br />MIN. 20 MSG <br />METAL STUD <br />(2) <br />FASTENERS <br />TO FRAMING <br />HANGER WIRE <br />PER 07/A4.10 <br />6 <br />MAX. <br />1 <br />HANGER WIRE <br />PER 04/A7.41 <br />NOTES: <br />1. PARTITION FRAMING SHALL BE DESIGNED TO CARRY THE CEILING <br />LOAD <br />1 LAYER GYPSUM <br />BOARD MAX. <br />CLIP ANGLE WITH <br />(2) FASTENERS <br />MIN. 16 MSG STRUCTURAL <br />STEEL BACKING STUD - SPAN <br />2 PARTITION STUDS <br />#12 GA. WIRE ASTM <br />WITH/ CLASS 1 <br />COATING - 4 TIGHT <br />TURNS IN 1 1/2" <br />MA <br />X <br />. <br />1/ <br />2 <br />" <br />. <br />10°-45° <br />MIN. 20 MSG METAL <br />PARTITION STUD <br />THESE PLANS ARE FOR REVIEW ONLY AND NOT FOR CONSTRUCTION UNLESS THEY <br />INCLUDE THE STAMP AND SIGNATURE OF ARCHITECT/ENGINEER AND THE <br />APPROVAL OF THE APPROPRIATE GOVERNMENT AGENCY <br />C-38176 <br />MARC A. <br />ABDELSAYED <br />RENEWAL <br />DATE <br />LICENSED A RCHITECT <br />STATE OF C ALIFORNIA <br />07/31/2025 <br />Scale <br />Date <br />Drawn By <br />Checked By <br />Project Number <br />REVISIONS <br />JOB SITE: <br />PLAN: <br />PHONE: <br />PLAN CHECK / JOB NO. <br />50 S De Lacey Ave. Unit #210 <br />Pasadena, CA 91105 <br />(760) 673-6837 <br />(760) 673-2550 <br />info@369architects.com <br />As indicated <br />4/ <br />9 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />3 <br />: <br />2 <br />5 <br />: <br />0 <br />8 <br /> <br />P <br />M <br />TYP. CEILING DETALS <br />1414 W EDINGER AVE, SANTA <br />ANA, CA 92704 <br />CA <br />N <br />A <br />M <br /> <br />D <br />E <br />N <br />T <br />A <br />L <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />Checker <br />J.F. <br />03/27/25 <br />24001 <br />3/16" = 1'-0"1 SUSPENDED GYPSUM BOARD CEILING BRACING <br />1 1/2" = 1'-0"3 SUSPENDED GYP. BOARD CEILING PERIMETER ATTACHMENT <br />1" = 1'-0"4 SUSPENDED GYPSUM BOARD CEILING SADDLE TIE <br />1 1/2" = 1'-0"2 TYPICAL BRACING AND HANGER WIRE CONNECTION <br />1 1/2" = 1'-0"5 TYPICAL HANGER WIRE CONNECTION <br />1 1/2" = 1'-0"6 ALTERNATE HANGER WIRE CONNECTION - METAL STUDS <br />1 1/2" = 1'-0"7 ALTERNATE BRACING WIRE CONNECTION - METAL STUDS <br />No. Description Date <br />1 PLAN CHECK 1 02/06/25 <br />2 PLAN CHECK 2 03/25/25 <br />2