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TCOMPRESSION <br />STRUTS <br />ATTACHED WALL <br />t8" MAX. <br />AND LATERAL BRACING BE <br />B B B B B <br />B <br />TO BE LOCATED 6'-0" <br />MAX E.W. FROM WALLS <br />AND DISCONTINUOUS <br />L1 <br />L1 <br />SEISMIC PERIMETER <br />CEILING SURFACES <br />2 CLOSURE AT SEISMIC <br />CENTER SMALL <br />A <br />Ti <br />192 CATEGORYC,D,E,F <br />7/8" •l <br />PENETRATIONS WITHIN <br />.X" <br />UNATTACHED WALLS <br />THE CEILING GRID; <br />SEISMIC JOINTS WHERE <br />3 <br />CAN USE BERK CLIP OR <br />STABILIZER <br />EVENLY SPACE T <br />102 REQUIRED TO LIMIT CEILING <br />POP RIVET NOTED AS <br />BAR OR OTHER SUITABLE <br />MULTIPLE-92 <br />AREAS TO 2500 SF <br />'g/p' ON 1/-9.2 FOR <br />.d <br />SYSTEM TO KEEP PERIMETER <br />PENETRATIONS <br />COMPRESSION STRUTS AND <br />CATEGORY D,E,F <br />COMPONENTS FROM <br />WITHIN A SINGLE GRID <br />Ll <br />Ll <br />92 LATERAL BRACING WHERE <br />SPREADING APART <br />MODULEk,2CEILING <br />AREA > 144 SF <br />HANGER WIRE AT EACH <br />"HEAVY-DUTY'CEILING <br />5 12 GA VERTICAL HANGER <br />PERIMETER MAIN TEE <br />192 WIRES TO CEILING GRID <br />AND PER <br />8-mAX <br />SUPPORT SYSTEM <br />MAIN BEAMS ATIP O.C. <br />CROSS TEE <br />SIMILAR TO 3 <br />EACH WAY WITH 3 TIGHT <br />< <br />ARM STRONG SEISMIC o <br />WRAPS <br />TYPICAL WALL MOULDING <br />RX FOR SEISMIC DESIGN <br />PER SCHEDULE. <br />CATEGORY'D, E, OR F' <br />PER IBC 1613.1 G <br />Eff <br />.2 <br />TYPICAL HEAVY DUTY <br />OFF MODULE MAIN <br />BEAMS TO USE STAC <br />CEILING GRID FIXTURE <br />7/8' SUSPENDED CEILING <br />CLIP <br />UNATTACHED WALL <br />4 BRACING AT ELECTRICAL <br />GRID SYSTEM PER SCHEDULE <br />-9.P AND MECHANICAL ATTACHED WALLS AT CATEGORY D, <br />FIXTURES E & F USE BERC2 BY ARMSTRONG <br />OR EQ. CEILING NOTED AS'B' ON 1/ <br />1-9.2, CATEGORY C ALWAYS USES <br />BERC2 <br />10 CEILING — APC — DIAGRAM O CEILING — APC — PERIMETER SUPPORT <br />SCALE: 3"=I'W SCALE:1 112"=1'-0" <br />NOTES: <br />1. LATERAL BRACING CLUSTER: (4)12 GA. GALV. SOFT -ANNEALED MILD STEEL WIRES SECURED TO MAIN RUNNER WITHIN T OF <br />CROSS'T' AND 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 M" 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 12" DIAM. CONDUIT (FOR UPLIFT RESTRAINT); <br />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. Q Q <br />3 TURNS MIN. <br />WITHIN 3" TYP. <br />NOTE #1 — <br />COMPRESSION <br />STRUT (NOTE #2) <br />NOTE#1 CEILING CI <br />ANCHORAI <br />ASCE 7-10 <br />ASTM E58( <br />45°MAX. TYP. <br />RUNNER ENDSAT <br />(3)TURNSWITHIP <br />OPPOSITE WALLS <br />1-1/2" OF END <br />MAIN RUNNER, 2" MAX. TYP. <br />TO FLOAT FREE <br />OF WIRE <br />HEAVY DUTY <br />ON PERIMETER <br />CROSS T" <br />ANGLE. PROVIDE <br />SEISMIC BRACE <br />3/4, CLEARANCE <br />WIRE <br />VIEW SHOWING LATERAL BRACING <br />BETWEEN ENDS OF <br />GRID & WALL <br />CLUSTER AND SUSPENSION WIRE <br />0 CEILING — APC — BRACING DIAGRAM <br />SCALE: <br />0 <br />54 MIL SIMPSON <br />SJC10.25 W/ (2)1/4" 0 <br />HILTI KH EZ TO DECK <br />400S1 2-33 @ 48" OC <br />MAX W/ (3) #12 EA END <br />CEILING <br />PER RCP <br />4 <br />CEILING CLIP W/ J <br />ANCHORAGE PER (2) #8 SCREWS <br />ASCE 7-10 AND <br />ASTM E580 <br />COMPRESSION <br />STRUT PER <br />511-9.2 <br />(K)CEILING — APC — SEISMIC WIRE/COMP STRUT <br />SCALE: 3" =1'4' <br />INCRETE DECK, MIN. 3.25" ---- - --- -- --- a <br />8" MAX. <br />OD. <br />8" MAX <br />a o9 ' <br />d <br />PROVIDE CEILING SEISMIC JOINT CLIP IN MAIN <br />BEAMS SIMILAR TO ARMSTRONG SJMR AS <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 />NO.9 GA. LATERAL SUPPORT WIRE AT <br />CENTER ENDS OF EA. FIXTURE. FIXTURE <br />SUPPORT WIRE SUPPLIED BY CEILING <br />CONTRACTOR 0 <br />TYP. <br />NECESSARY DIVIDING CEILING INTO AREAS NO <br />\ FIXTURE <br />g � GREATER THAN 2,500 S.F. <br />CROSS TIE <br />MAIN STRUCTURAL <br />RUNNER4'-0" O.C. <br />O3 <br />CEILING — APC — EXPANSION JOINT (>2500 SF) <br />4O <br />CEILING — APC — LIGHT FIXTURE BRACING <br />SCALE: 3" =1'-0- <br />SCALE: N.T.S. <br />rEM PENETRATING CEILING SHALL BE <br />;UPPORTED AND SEISMICALLY BRACED <br />VDEPENDENT OF CEILING <br />:EILING PANEL AS SCHEDULED <br />:SCUTCHEON ATTACHED TO ITEM <br />OCEILING — APC — PENETRATION DETAIL <br />SCALE: <br />ICKNESS <br />CONCRETE DECK, MIN. 3.25" <br />.L VOID WITH ACOUSTICAL o <br />THICKNESS <br />ALANT BOTH SIDES <br />FILL VOID WITH <br />ACOUSTICAL SEALANT <br />IP TRACK W/ (2)1/4" 0 10 1/4" <br />q5 <br />BOTH SIDES <br />.TI KH EZ @ 24" OC & (2) <br />TOP TRACK W/ (2)1/4" 0 <br />38" 0 HILTI X-C @ 24" OC 54 MIL SIMPSON <br />HILTI KH EZ @ 24' OC & (2) <br />SJC10.25 W/ (2)1/4" 0 <br />HILTI KH EZ TO DECK <br />r <br />0.138"OHILTI X-C @24"OC <br />ONE LAYER 518" GWB 4006162-33 @ 48" OC J \ <br />MAX WI (3) #12 EA END o <br />FRAMING PER LIMITING <br />HEIGHTS SCHEDULE. w <br />ALUM. FRAME AND <br />GLAZING WHERE <br />OCCURSPER PLAN. <br />GLAZED HEADER DESIGN <br />STUD WIDTH <br />(IN.) <br />MAX GLAZING <br />HEIGHT (FT) <br />MAX HEADER <br />HEIGHT (FT) <br />MAX BRACE <br />OFFSET (FT) <br />STUD DESIGN <br />@ 24" OC <br />2.5 <br />8 <br />5 <br />1 <br />25OS125-27 <br />2.5 <br />8 <br />5 <br />3 <br />250S162-43 <br />2.5 <br />10 <br />5 <br />1 <br />250S125-30 <br />2.5 <br />10 <br />5 <br />3 <br />250S162-54 <br />3.625 <br />8 <br />6 <br />1 <br />362S125-27 <br />3.625 <br />8 <br />6 <br />3 <br />362S162-43 <br />3.625 <br />10 <br />6 <br />1 <br />362S125-30 <br />3.625 <br />10 <br />6 <br />3 <br />362S162-43 <br />6 <br />8 <br />7 <br />2 <br />60OS125-30 <br />6 <br />8 <br />7 <br />4 <br />600S162-43 <br />6 <br />10 <br />7 <br />2 <br />60OS125-33 <br />6 <br />10 <br />7 <br />4 <br />60OS162-43 <br />g l 9 1 GWB HEADER TO STRUCTURE AT GLAZING <br />ogCEILING _ <br />PER RCP <br />ONE LAYER 5l8" GWB <br />FRAMING PER LIMITING <br />HEIGHTS SCHEDULE. <br />OPEN HEADER (NO WALLIGLAZING BELOW) DESIGNS <br />STUD WIDTH <br />(IN.) <br />MAX HEADER <br />HEIGHT (FT) <br />MAX BRACE <br />OFFSET (FT) <br />STUD DESIGN <br />@ 24" OC <br />2.5 <br />5 <br />1 <br />250S125-27 <br />2.5 <br />5 <br />3 <br />250S125-33 <br />3.625 <br />6 <br />1 <br />362S125-27 <br />3.625 <br />6 <br />3 <br />362S125-27 <br />6 <br />7 <br />2 <br />60OS125-30 <br />6 <br />7 <br />4 <br />600S125-30 <br />;AFT CABLE <br />;AFT CABLE <br />ACOUSTIC FELT <br />BAFFLE <br />2'-0" TYP. <br />1 11 1 CEILING — APC — PENETRATION FDETAIL <br />-- SCALE: <br />UMOVEABLE PARTITION HEAD <br />SCALE: <br />0 <br />N <br />In <br />W <br />Z <br />O <br />7 00 <br />N O" <br />Q <br />L <br />ZAP ENERGY <br />Opus Seaway <br />Floor 1 & 2 <br />2300 Merrill Creek Pkwy <br />Everett, WA <br />DESIGN JPC <br />DRAWN NB/AG <br />CHECKED TP <br />NO. 22-0799 <br />3339 REGISTERED <br />•//'/�/�1A� ECT <br />MARKA PETERSON <br />STATE OF WASHINGTON <br />02-17-2023 PERMIT SET <br />CEILING DETAILS <br />1-9.2 <br />a I \--/ SCALE: <br />1 n 1 GWB HEADER TO STRUCTURE - OPEN <br />SCALE: <br />2023.—ARCHITECTS.LLC <br />