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COMPRESSION STRUTS <br />ATTACHED <br />WALL <br />BE <br />B B <br />B <br />BE <br />I B <br />B <br />B <br />AND LATERAL BRACING <br />TO BE LOCATED 6'-0" <br />1 <br />MAX E.W. FROM WALLS <br />AND DISCONTINUOUS <br />CEILING SURFACES <br />CENTER SMALL <br />u <br />'-"ARMSTRONG SEISMIC RX <br />2 PERIMETER CLOSURE AT <br />-92 SEISMIC CATEGORY C. D,E, F 7/8� <br />u <br />PENETRATIONS WITHIN <br />UNATTACHED WAI <br />THE CEILING GRID; <br />EVENLY SPACE T <br />MULTIPLE <br />PENETRATIONS <br />WITHIN A SINGLE GRID <br />SEISMIC JOINTS WHERE <br />3 CAN USE BERK CL <br />1a2 REQUIRED TO LIMIT CEILING POP RIVET NOTE[ <br />AREAS TO 2500 SF <br />'B/P' ON 1/ 1-9.2 FO <br />4 COMPRESSION STRUTS AND CATEGORYD,E,F <br />192 LATERAL BRACING WHERE <br />A <br />71 <br />X-X" <br />u <br />u <br />MODULE <br />"HEAVY-DUTY'CEILING <br />SUPPORT SYSTEM <br />SIMILAR TO <br />CEILING AREA> 144 SF <br />HANGER WIRE AT <br />12 GA VERTICAL HANGER WIRES <br />4 TOCEILINGGRID MAINBEAMSAT PERIMETER MAIN <br />4'-0" O.C. EACH WAY WITH 3 AND PERIMETER <br />TIGHT WRAPS CROSS TEE <br />1-9.2 <br />ARMSTRONG SEISMIC o <br />RX FOR SEISMIC DESIGN 1 <br />CATEGORY'D, E, OR F' a L1 u w <br />PER IBC 1613.1 G B 1 2 <br />OFF MODULE MAIN I G <br />a <br />BEAMS TO USE STAG�UNAT-TACHED <br />CEILING GRID FIXTURE BRACING <br />5 AT ELECTRICAL AND <br />CLIP1-9.2 MECHANICAL FIXTURES <br />WALL <br />CEILING TYPE L. XX'-0"AFF <br />CEILING ELEVATION AFF B.O. HEADER <br />OCEILING GRID DETAIL DIAGRAM - TYPICAL <br />SCALE: 3"=1'W <br />NO.9 GA. LATERAL SUPPORT WIRE WITHIN 3" <br />OF EACH CORNER OF LIGHT FIXTURE. SPLAY <br />WIRES AS SHOWN AND FASTEN TO BEAM OR <br />PURLIN. MIN. OF 3 WIRE TURNS EACH. <br />CONNECTION POINT <br />N0.9 GA. LATERAL SUPPORT WIRE AT <br />CENTER ENDS OF EA. FIXTURE. FIXTURE <br />SUPPORT WIRE SUPPLIED BY CEILING <br />CONTRACTOR Q \ Z; <br />OLIGHT FIXTURE BRACING DIAGRAM <br />SCALE: N.T.S. <br />a2 <br />60° MAX. TYP. <br />45� <br />45° <br />RECESSED FLUORESCENT <br />FIXTURE <br />MAIN STRUCTURAL <br />RUNNER 4'-0" O.C. <br />8" <br />ARMSTRONG STABILIZER <br />3AR OR OTHER SUITABLE <br />SYSTEM TO KEEP PERIMETER <br />:OMPONENTSFROM <br />SPREADING APART <br />SEISMIC RX PERIMETER TRIM <br />3Y ARMSTRONG CEILING <br />:j <br />NOTES: <br />1. LATERAL BRACING CLUSTER: (4)12 GA. GALV. SOFT -ANNEALED MILD STEEL WIRES SECURED TO MAIN RUNNER WITHIN 2" OF <br />CROSS T' AND SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES MAX. ABOVE HORIZONTAL. CLUSTERS PLACED 12'4" <br />O.C. MAX. AND 6-0" MAX. FROM EACH WALL. WIRES SHOULD BE TAUT WITHOUT CAUSING CEILING TO LIFT. <br />2. SUSPENSION WIRE: 12 GA. GALV. SOFT -ANNEALED MILD STEEL WIRE ENCASED IN DIAM. CONDUIT (FOR UPLIFT RESTRAINT); <br />8" MAX. SECURE WIRE TO MAIN RUNNER WITHIN 2" OF CROSS'T. CONDUIT TO OCCUR AT EVERY LATERAL BRACING CLUSTER AND <br />SUSPENSION WIRES TO OCCUR AT 4'-0" O.C. MAX. EACH WAY. <br />Bg .° <br />NOTE #2 <br />3 TURNS MIN. <br />C WITHIN 3" TYP. <br />© NOTE #1 NOTE #1 <br />PROVIDE CEILING SEISMIC JOINT CLIP IN MAIN <br />BEAMS SIMILAR TO ARMSTRONG SJMR AS <br />�.l <br />O NECESSARY DIVIDING CEILING INTO AREAS NO <br />TYPICAL HEAVY DUTY <br />7/8" SUSPENDED CEILING <br />g ° GREATER THAN 2,500 S.F. <br />ATTACHED WALLS AT GRID SYSTEM BY <br />CATEGORY D, E & F USE ARMSTRONG <br />BERC2 BY ARMSTRONG <br />CEILING NOTED AS 'B' <br />ON 1/ 1-9.2, CATEGORY C <br />ALWAYS USES BERC2 <br />OSUSPENDED CEILING AT PERIMETER SUPPORT <br />O <br />EXPANSION JOINT >2500SF <br />SCALE:1 i/2'=1'A" <br />SCALE: 3'=V-0- <br />(E) CONCRETE (E) CONCRETE <br />OVER METAL DECK OVER METAL DECK <br />7 <br />STRUCTURAL DECK <br />5/8"TYPE'X' GYPSUM BOARD <br />3 5/8" METAL STUDS AT 24"O.C. <br />7�(2)#B <br />NOTE: WHERE HEADER IS PART <br />CEILING CLIP W/CEILING CLIP AS <br />OF A FIRE -RATED CEILING <br />BRACE TO STRUCTURE, 4'A"O.C. <br />ANCHORAGE PE(1}0.157"O HILTI <br />SCREWS <br />ASSEMBLY, GYPSUM BOARD <br />ASTME580 EMBEX-J EMBEDDED <br />MUST GO TO THE STRUCTURAL <br />MIN. LATERAL STUD SPACING <br />1-1/2" INTO1-1/2"INTO <br />p <br />DECK ON BOTH SIDES WITH FIRE <br />UPPER FLUTEUPPER FLUTE <br />PROOFING AT TOP TRACK 4"MIN(3) <br />TURNS WITHIN1-112"OF <br />END <br />OF WIRECOMPRESSION <br />-� <br />STRUT PER <br />CEILING AS SCHEDULED, <br />SEISMIC BRACE 4/1-9.2 <br />SEE REFLECTED CEILING <br />WIRE <br />PLANS FOR TYPE AND ELEVATION <br />OANCHORAGE DETAIL <br />O <br />HEADER DETAIL <br />SCALE: 3"= I' W <br />SCALE. N T.S. <br />45° MAX. TYP. RUNNER ENDS AT <br />OPPOSITE WALLS <br />MAIN RUNNER, 2" MAX. TYP. <br />TO FLOAT FREE <br />HEAVYDUTY <br />ON PERIMETER <br />CROSS T" <br />ANGLE. PROVIDE <br />3/4" CLEARANCE <br />VIEW SHOWING LATERAL BRACING <br />BETWEEN ENDS OF <br />GRID & WALL <br />CLUSTER AND SUSPENSION WIRE <br />OCEILING BRACING DIAGRAM <br />SCALE: N.T.S. <br />fEM PENETRATING CEILING SHALL BE <br />IUPPORTED AND SEISMICALLY BRACED <br />VDEPENDENT OF CEILING <br />;EILING PANEL AS SCHEDULED <br />:SCUTCHEON ATTACHED TO ITEM <br />OCEILING PENETRATION DETAIL <br />SCALE: N.T.S. <br />NOTE: COORDINATEACCESS <br />PANEL LOCATION WITH <br />ARCHITECT PRIOR TO INSTALL. <br />HANGER WIRE W/ (3) TURNS <br />1/1 /2"FRAMING CHANNELS <br />ALL (4) SIDES <br />1 1/2" MAIN RUNNER <br />718" FURRING CHANNEL <br />GWB W/J MOLDING <br />FLUSH FRAMELESS RECESSED <br />PANEL ACCESS -DOOR FASTENED <br />TO FRAMING CHANNELS <br />GWB INFILL @ ACCESS PANEL <br />n GWB CEILING ACCESS PANEL DETAIL <br />SCALE: N.T.S. <br />N <br />U <br />W <br />2 <br />u <br />I1..� <br />a <br />V <br />CL <br />O <br />N <br />N <br />LLI <br />Z <br />O <br />O <br />C W <br />N P <br />L <br />N O) <br />01m <br />HERITAGE BANK <br />FRONTIER BANK BLD <br />2831 COLBY AVE <br />EVERETT, WA 98201 <br />DESIGN JPC <br />DRAWN CIS <br />CHECKED AC <br />NO. 22-0419 <br />ezaa REGISTERED <br />AL`R^�C�yH)IITECCT <br />CHARLOTTE PATfER50N <br />STATE OF WASHINGTON <br />7/13/2022 PERMIT REVIEW SET <br />7/1812022 PERMIT SET <br />Ceiling Details <br />1-9.2 <br />2017. 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