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T ATTACHED WALL ' <br /> COMPRESSION STRUTS N0.9 GA.LATERAL SUPPORT WIRE WITHIN 3" <br /> AND LATERAL BRACING B B OF EACH CORNER OF LIGHT FIXTURE.SPLAY , <br /> TO BE LOCATED V-0" WIRES AS SHOWN AND FASTEN TO BEAM OR v , <br /> j MAX E.W.FROM WALLS <br /> 11 CPURL[ONNNE.MIN.OF 3 WIRE TURNS EACH. <br /> AND DISCONTINUOUS SEISMIC PERIMETER CONNECTION POINT <br /> CLOSURE AT SEISMIC <br /> CEILING SURFACES L L 2 CATEGORY C,DE,F ' ` <br /> A Ti I4).2 V <br /> CENTER SMALL N0.9 GA.LATERAL SUPPORT WIRE AT <br /> UNATTACHED WALLS <br /> PENETRATIONS WITHIN X-X" CENTER ENDS OF EA.FIXTURE.FIXTURE <br /> SEISMIC JOINTS WHERE CAN USE BERK CLIP STABILIZER D � <br /> THE CEILING GRID; 3 REQUIRED 70 LIMIT CEILING SUPPORT WIRE SUPPLIED BY CEILING <br /> EVENLY SPACE 1.g,p POP RIVET NOTED AS BAR OR OTHER SUITABLE <br /> 7 AREAS TO 2500 SF CONTRACTOR Lu <br /> MULTIPLE 'B/P'ON 1/I-9.2 FOR SYSTEM TO KEEP PERIMETER g^MAX, <br /> -B.Y COMPRESSION STRUTS AND CATEGORY D,E,F COMPONENTS FROM <br /> PENETRATIONS 5 <br /> WITHINASINGLE GRID u L LATERAL BRACING WHERE SPREADING APART © 60°MAX.TYP. <br /> I-9.2 CEILING AREA>144 SF 45^ <br /> MODULE HANGER WIRE AT EACH <br /> 12GAVERTICALHANGER PERIMETER MAIN TEE <br /> "HEAVY-D11T1"'CEILING 5 WIRES TO CEILING GRID AND PERIMETER <br /> SUPPORT SYSTEM MAIN BEAMS AT 41.1..0 C. CROSSTEE o OD 2„ 45„ y <br /> -8.2 g"MAX. p <br /> SIMILAR TO EACH WAY WITH 3 TIGHT <br /> ARMSTRONG SEISMIC i WRAPS TYPICAL WALL MOULDING ? •� <br /> RX FOR SEISMIC DESIGN w PER SCHEDULE. PROVIDE CEILING SEISMIC JOINT CLIP IN MAIN N <br /> CATEGORY'D,E.OR F' u u x <br /> c2 , BEAMS SIMILAR TO ARMSTRONG SJMR AS RECESSED (IfPER IBC 161 3.1 w <br /> I-s TYPICAL HEAVY DUN o Q NECESSARY DIVIDING CEILING INTO AREAS NO FIXTURE Z <br /> OFF MODULE MAIN ¢ 7/g" GREATER THAN 2,500 S.F. CD <br /> CEILING GRID FIXTURE SUSPENDED CEILING �'� � p <br /> BEAMS TO USE STAC a <br /> UNATTACHED WALL 4 BRACING AT ELECTRICAL GRID SYSTEM PER SCHEDULE DO <br /> CLIP UNATTACHED <br /> AND MECHANICAL ATTACHED WALLS AT CATEGORY D, CROSS TIE p. <br /> FIXTURES OR E0.CEILING NOTED AS'B'ONG/ MAIN STRUCTURAL V s <br /> BERCC GORY C ALWAYS USES RUNNER4'-0"D.C. chI 3 <br /> EILING -APC - DIAGRAM CEILING-APC- PERIMETER SUPPORT CEILING -APC - EXPANSION JOINT (>2500 SF) CEILING -APC - LIGHT FIXTURE BRACING E <br /> 4 0 0 <br /> O—S E:3"•1'-0^ SCALE 1 1/2"•i'-0" SCALE:3"•1'-0" SCALE N T S G <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 TAND SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES MAX.ABOVE HORIZONTAL.CLUSTERS PLACED (E)CONCRETE (E)CONCRETE <br /> 12'-0"O.C.MAX.AND 8'-0^MAX.FROM EACH WALL.WIRES SHOULD BE TAUT WITHOUT CAUSING CEILING TO LIFT. OVER METAL DECK OVER METAL DECK <br /> 2. SUSPENSION WIRE:12 GA.GALV.SOFT-ANNEALED MILD STEEL WIRE ENCASED IN�'DIAM.CONDUIT(FOR UPLIFT RESTRAINT); HANGER WIRE W/(3) Sports Art <br /> SECURE WIRE TO MAIN RUNNER WITHIN 2"OF CROSS'P.CONDUIT TO OCCUR AT EVERY LATERAL BRACING CLUSTER AND TURNS <br /> SUSPENSION WIRES TO OCCUR AT 4'-0"O.C.MAX.EACH WAY. 4 p ITEM PENETRATING CEILING SHALL BE <br /> SUPPORTED AND SEISMICALLY BRACED 112"FRAMING CHANNELS BRIDGE POINT EVERETT <br /> COMPRESSION INDEPENDENT OF CEILING ALL(4)SIDES 5500 <br /> 3 TURNS MIN. STRUT(NOTE#2) - 4 d <br /> 3 WITHIN 3" 5900 36TH AVE WEST <br /> 112"MAIN RUNNER BLDG C- SUITE 100 <br /> NOTE#1 <br /> NOTE#1 CEILING CLIP W/ CEILING CLIP W/ CEILING PANEL AS SCHEDULED 7/8"FURRING CHANNEL EVERETT, WA 98203 <br /> ANCHORAGEPER ANCHORAGE PER (2)#8 SCREWS <br /> ASCE 7-10 AND ASCE 7.10 AND .:::.... ....:.. ..,.,:. , <br /> ASTM E580 AST M E580 <br /> GWB W/J-MOLDING <br /> ESCUTCHEON ATTACHED TO ITEM <br /> 45'MAX.TYP. RUNNER ENDS AT (3)TURNS WITHIN FLUSH FRAMELESS RECESSED <br /> 1-0TURNS OF WI PANEL ACCESS-DOOR FASTENED DESIGN JPC <br /> MAIN RUNNER, OPPOSITE WALLS OF WIRE TO FRAMING CHANNELS DRAWN JC,TL <br /> 2"MAX.TYP. TO FLOAT FREE COMPRESSION <br /> HEAVY DUTY ON PERIMETER STRUT PER GWB INFILL @ ACCESS PANEL CHECKED JC _ <br /> ANGLE.PROVIDE SEISMIC BRACE 511-9.2 <br /> CROSS T' 3/4"CLEARANCE WIRE NO. 24-0187 <br /> VIEW SHOWING LATERAL BRACING BETWEEN ENDS OF <br /> GRID&WALL <br /> CLUSTER AND SUSPENSION WIRE <br /> EILING -APC- BRACING DIAGRAM CEILING-APC-SEISMIC WIRE/COMP STRUT CEILING -APC- PENETRATION DETAIL o CEILING -GWB-ACCESS PANEL <br /> &!I <br /> E:N.T.S. SCALE:3"=1'-0" SCALE:N.T.S. SCALE:N.T.S. <br /> - TOP TRACK WALL TYPE PER PLAN <br /> g„ <br /> I I SUSPENDED CEILING <br /> SYSTEM WITH RI I BATT <br /> INSULATION <br /> n B.O.GRID ..... ...... ...... .... ...... . <br /> CEILING FRAMING 13'G 6485 REGISTERED <br /> ACOUSTIC BAIT ARCHITECT <br /> INSULATION IN CEILING SAN� <br /> TATE <br /> SUSPENDED CEILING <br /> 518"GWB CEILING 8" SYSTEM WITH ACT <br /> WALL TYPE PER PLAN n 8.0.ACT <br /> 04.19.2024 PERMITSET <br /> 06.05.2024 PERMIT REVISION REV1 <br /> 9 CEILING AT RESTROOMS 10 P. CEILING <br /> SCALE:1 10.1'-0" SCALE:1 la- <br /> JURISDICTION STAMP <br /> s CONSTRUCTION <br /> DETAILS - CEILINGS <br /> 1-9.2 <br /> p 2024,JPC Ar -l.LLC <br />