906 SE EVERETT MALL WAY 2019 COLUMBIA DEBT RECOVERY Plans 2022-12-02

CAUT ON : IF THIS SHEET S �IOT 30�� x42�" IT IS A REDUCED PRIN1 Y � M � LATERAL FORCE BRACING (PERSPECTIVE) � w � • NOTE: - PROVIDE METAL BLOCKING BETWEEN STUDS TO MOUNT 8�� Q � W L I G H T S W I T C H/S E N S O R & T H E R M O S T A T A T D I M E N S I O N W A L L � _ INDICATED � O � " � � z � � �� ATTACHED WALL w � ��\ MOLDING REQ. COUNTER SLOPE�SPLAYED z � .i FIRE EXTINGUISHER CABINET (F.E.C.) " „ � SEISMIC BRACING WIRE � � � �-VERIFY ROUGH OPENING W/ 6 DOOR HANDLE COUNTER SLOPE/SPLAYED 3/4 MIN. AT \ \ � � ATTACHMENT DETAILS THIS � � MFG. �N F�E��. , SEISMIC BRACING WIRE ATTACHMENT �. UNATTACHED �p ,,, o LIGHT SWITCH/SENSOR 2 MIN. WALLS �� SHEET � V - _ THERMOSTAT „ � o � �o 5/16 DRILL-IN - EXPANSION CEILING BRACING 2 LAYERS 5 8" TYPE "X" GYP. BD. - r � ANCHOR MINIMUM „ � w -� � ) � BEHIND F.E.C. W/ FURRING CHANNELS � � 8 COUNTER SLOPE/SPLAYED � � � _ To MA�NTa,iN �-HR RAT�N�. ` o sTEEL STRAP WALL UNATTACHED WALL SEISMIC BRACING WIRE ATTACHMENT o � 1 WIDE X 2 LONG MOLDING REQ. � � � 5/8" TYPE "X" GYP. BD. TYP. X 12 GAGE MINIMUM 1. VERTICAL STRUTS MAY BE EMT CONDUIT, METAL STUDS OR PROPRIETARY COMPRESSION � � � � _ �-VARIES PER MANUFACTURER. (4"MAX) -� f STRUCTURAL 3 TURNS OO �� SPREADER BAR OR EQUAL TO 2. CE�IL NGS W PLENUMS <12" DO NOT RE UIRE LATERAL FORCE BRACING. *PROVIDE � J METAL STUDS WHERE OCCUR. - CONCRETE COUNTER SLOPE/SPLAYED � KEEP PERIMETER COMPONENTS , „ Q � _ SEISMIC WIRE ASSEMBLY \ FROM SPREADING APART ENGINEERING IF PLENUM > 11 -0 0 NOTE : MOUNT FEC SO HIGHEST OPERABLE (PER ASTM C-636) 3/4" MIN. AT � ONE-HOUR WALL PART OF CABINET OR EXTINGUISHER NON-RATED 2" MIN. UNATTACHED WALLS � �p MAX. RECOMMENDED LENGTHS FOR VERITCAL STRUTS v INSTALLATION DOES NOT EXCEED 48" AFF. INSTALLATION �O�o o . � z o FIRE EXTINGUISHER CABINET LT. SWITCH / T STAT INSTALLATION NOTES: � � �' � EMT CONDUIT STEEL STUDS = � o '� o SCALE: 3"= 1'-0" IFPMI-FEC-01 � SCALE: 3 8"=1�-0" IMIMI-Li ht_switch_T_stat-02 16 " TO 5'-10" TO 12'-0" � `� � / 9 WALL MOLDINGS: 1/2 1-5/8 X 20 GA. 1. WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTA� ^ TO 7'-8" TO 15'-0" � � � FLANGE 2 INCHES WIDE, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL 3/4 DBL 1-5/8 X 20 GA VERTICAL HANGER WIRE ATTACHMENT MOLDlNG, THE OTHER END SHALL HAVE A 3/4 INCH CLEARANCE FROM THE WALL AND FREE 1" TO 9'-9" 2-1/2" X 20 GA TO 13'-6" � � � � � TO SLIDE. " TO 15'-0" 00 v °' � `� � `� DBL 2-1/2 X 20 GA �, v `� 3 � cv DOOR JAMB SHOT-IN ANCHOR m � � � � .� N v � � - � 2. WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, J v •� o � � � � � � � PERIMETER CLIPS MAY BE USED TO SATISFY THE RE4UIREMENTS FOR THE 2" CLOSURE � "" � � SIDELITE ANGLE. �' i s�, .� o'"n '"v m .� t�. d. SPLAY WIRES ARE TO BE FOUR 12 GA. WIRES ATTACHED TO = � � °' � � � � � `'' THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OTHER r -- --- - -- - DOOR IN OPEN 3. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED & AT AN ANGLE NOT EXCEEDING 45' FROM THE PLANE OF c� • POSITION � METHOD) SOFFITS EXTENDING TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE THE CLG. HANGER WIRES SHAL� BE 12 GA. &4' O.C. OR 10 � ' GRID AND INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE GA. & 5' O.C. TERMINAL ENDS OF EA. MAIN OR CROSS TEE w STRUCTURAL CONCRETE ARE DEEMED TO BE EQUIVALENT TO WALLS. T MUST BE SUPPORTED WITHIN 8" OF EA. WALL. N � CEILING CLIP 3 TURNS 12 GA. HANGER WIRE SPACED � DOOR HANDLE PARTfAL PLAN 4' O.C. ALL WIRE TIES TO BE z SPREADER BARS: 3 TIGHT TURNS AROUND a LIGHT SWITCH/SENSOR VERTICAL WIRE HANGER ITSELF WITHIN 3 INCHES. � � � 1. TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER OR �, THERMOSTAT HAVE SOME OTHER APPROVED MEANS TO PREVENT THEIR SPREADING. STABILIZER BARS, OPTIONAL VERTICAL BRACiNG m � CROSS TEES OR OTHER MEANS TO PREVENT SPREADING SHALL OCCUR WITHIN 8 IN. OF �Q.} SHALL BE 12' O.0 (MAX) AND � �3 $ -? - EACH WALL. �� BEGIN < 6' FROM WALLS-SEE w � '� g CHART FOR SIZES AND VERIFY ,_- F= �� $ 2. SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED LOCAL CODE REQ. VERT. Z Q �� o`� , NOTE: DIRECTLY TO CLOSURE ANGLES. � PROVIDE METAL BLOCKING BETWEEN ATTACHEDUTO BHEPS�USPENSION � � i STUDS TO MOUNT LIGHT 3. SPREADER BARS ARE NOT REQ. IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 SYSTEM AND THE STRUCTURE �- � � SWITCH/SENSOR & THERMOSTAT AT INCNES OF THE PERIMETER WALL. ABOVE (WHEN USED.) � DIMENSION INDICATED > 4. WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, x LAT. FORCE BRACING 4 EA. w PERIMETER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR SPREADER BARS. � .� 12 GA. WIRE SECURED TO °' � � MAIN RUNNER WITHIN 2'-0'� Q (OR @ GLASS FR4NT) � OF CROSS TEE AND SPLAYED = 2„ 90' FROM EA. OTHER � `� � � LT. SWITCH / T-STAT SIDELITE ATTACHMENTS SPREADER BAR & WALL MOLDING 2�� 2�-0" O.C. BOTH DIRECTtONS � o „ , „ 7 W/ FIRST POINT WITHIN 4'-0" N � (� SCALE: 3/8 =1 -0 IMIMI-Light_switch_T_stat-01 � ` SCA�E: N.T.S. ICEWC-Wire_conn_conc-SEA � � SCALE: N.T.S. ICEAC-WaII-SEA � FROM EA. WALL o MAIN BEAM N W W CROSS TEE � � NOTES: � > � 0 1/8" RESILIENT FLOORING 1. CEILINGS CONSTRUCTED OF SCREW-OR-NAIL ATTACHED GYPSUM BOARD ON ONE LEVEL THAT ARE � v, (VCT, STATIC DISSIPATIVE TILE, SURROUNDED BY AND CONNECTED TO WALLS OR SOFFITS THAT ARE LATERALLY BRACED TO THE �' O .. EPDXY F�OORING) DETAILS REFERENCE: STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC DESIGN REQUIREMENTS. � � � HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL W U � NORTHWEST WALL AND CEILING BUREAU 2. CEILING AREAS EXCEEDING 1,00o sF, o N SYSTEM (LATERAL FORCE BRACING) SHALL BE PROVIDED. Q REFERENCE 401-REVISED 12/2012 SUSPENSION SYSTEMS FOR Z W � � VINYL "CARPET TO RESILIENT 3. LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPLAY FLOORING" A�APTOR - ACOUSTICAL LAY-IN CEILINGS SEISMIC DESIGN CATEGORIES D, E, AND F. WIRES. o JOHNSONITE CTA-XX-A, 1/4" REFERENCED SOURCES PER HIERARCHY: 2012 INTERNATIONAL BUILDING 4. LATERAL FORCES BRACES SHALL BE 12' O.C. (MAX) AND BEGIN NO FURTHER THAN 6' FROM � � � O CARPET TO 1/8" RESIUENT CODE, (IBC), (AM. SOCIETY OF CIVIL ENGINEERS (ASCE) 7-10, AMERICAN WALLS. � FLOORING SOCIETY OF TESTING MATERIALS ASTM C635, ASTM C636, ASTM E 5. SEISMIC SPLAY WIRES ARE TO BE 4 - 12 GA. WIRES ATTACHED TO THE MAIN BEAM. WIRES ARE Y �-I � . � � ARRAYED 90' FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45' FROM THE PLANE OF � a �n CARPET 580/E580M, AND CEILI(VG AND INTERIOR SYSTEMS CONSTRUCTION THE CEILING. � � ASSOC. (CISCA). r� 6. SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A � � Z PLUMB 1/6 � i MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 2D0 POUNDS OR THE Q � � _ � � ACTUAL DESIGN LOAD WITH A FACTOR OF 2, WHICHEVER IS GREATER. N "��"� � i 7. POWDER ACTUATED FASTENERS (PAFs), WHEN USED FOR SEISMIC APPLICATIONS ARE PART OF N � I..� � �� ii � THE PRESCRIPTtVE PATH IN SEISMIC DESIGN CATEGORIES D, E, AND F, AND SHALL HAVE AN o W a � � . a � . � � � � GENERAL RECOMMENDATIONS: �� ICC-ES FOR APPROVAL AND REQUIRE "SPECIAL INSPECTION" IRRESPECTIVE OF THE TYPE OF z Q � � °: a d � a� � � � - . � OCCUPANCY CATEGORY THE STRUCTURE IS IN. PAF ANCHORS FOR KICKER WIRES (SPLAYED WIRES ^ . . „ �� . . d Q . , . 1. PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER TNAN 6 FEET IN � INSTALLED FOR PURPOSES OTHER THAN SEISMIC RESTRAINT) ARE EXEMPT FORM THIS REQ. o HEIGHT SHALL BE LATERAL�Y BRACED TO THE STRUCTURE. BRACING SHALL BE INDEPENDENT W I"�' OF THE CEILING SPLAY BRACING SYSTEM. 8. S P L A Y W I R E S A R E T O B E W I T H I N 2 I N C H E S O F T H E C O N N E C T I O N O F T H E V E R T I C A L S T R U T T O Z � � � 2. FOR FURTHER INFORMATIdN ON BRACING OF NON-LOAD BEARING PARTITIONS REFER TO THE MAX. 45' ANGLE MAX. 45' ANGLE SUSPENDED CEILING. �' W N W C B T E C H N I C A L D O C U M E N T #2 0 0-5 0 1 " MAX 9. RI GI D BRA CIN G MAY B E U S E D I N L I E U O F S P LA Y W IR E S. � 3. ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD). 10. CEILINGS WITH PLENUMS <12 INCHES TO STRUCTURE ARE NOT REQUIRED TO HAVE LATERAL FORCE � � W � - 4. CEILINGS LESS THAN 144 SQ. FEET AND SURROUNDED BY WALLS CONNECTED TO THE BRACING. � � � ; STRUCTURE ABOVE ARE EXEMPT FROM THE SEISMIC DESIGN REQUIREMENTS. o 5. THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS AND RE�ATED COMPONENTS � � � W CARP ET TO RE S I L I E N T F LOO R I N G IN AREAS THAT REQUIRE RESISTANCE TO THE EFFECTS OF EARTHQUAKE MOTIONS. � S U S P E N D E D C E I L I N G B RAC I N G � Q w � SCALE: FULL IFLTR-Carpet_resilient_floor_01 v ELECTRICAL FIXTURES SCALE: N.T.S. ICEAC-Susp_vertical_strut-SEA � � - � � MEMBER DEPTH: FLANGE WIDTH: 1. LIGHT FIXTURES WEIGHING < 10 LBS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED = FROM THE FIXTURES TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. � � � (EXAMPLE: 6" =soo X 1/100 INCHES) (EXAMPLE: 1 5/8" = 1.625" N is2 X 2. LIGHT FIXTURES WEIGHING > 10 LBS. AND < 56 LBS. SHALL HAVE TWO 12 GAGE WIRES �- ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 1/100 INCHES) ALL FLANGE WIDTHS ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE NOTES: W O O INCHES. FOR ALL "T° SECTIONS MEMBER ARE TAKEN IN 1/100 INCHES. WIRES MAY BE SLACK. w C DEPTH IS 1NE INSIDE DIMENSION. w U W 3. LIGHT FIXTURES WEIGHING > 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE 1. HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING � 600 S 162 - 54 ABOVE BY APPROVED HANGERS. WIRES ARE PROVIDED. WIRE AND TIES TO BE 3 TIGHT TURNS AROUND ITSELF WITHIN 3 Q � Snr�E: nnArERiA�THicKrvEss: 4. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE INCHES. >- (EXAMPLE: STUD OR JOfST SECTION =s) (EXAMPLE: 0.054 IN. = 54 MILS; 1 MIL =1/1000 USING A 9 GA. WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING m THE FOUR ALPHA CHARACTERS UTIL►ZED BY IN.) MATERIAL THICKNESS IS THE MINIMUM BASE SUSPENSION SYSTEM FOR DIRECT SUPPORT. 2. HANGER WIRES SHALL BE 12 GAGE AND SPACED 4 FEET ON CENTER OR 10 GAGE � THE DESIGNATOR SYSTEM ARE: METAL THICKNESS IN MI�S. MINIMUM BASE METAL 5. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. SPACED 5 � O.C. � S= STUD OR JOIST, T = TRACK, U = CHANNEL, THICKNESS REPRESENTS 95% OF THE DESIGN w F = FURRING THICKNESS. MECHANICAL SERVICES 3. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF Y CEILING SPAN TABLE NOTES: CARRYING NOT LESS THAN 100 POUNDS. � 1. TERMINALS OR SERVICES WEIGHING < 20 LBS. SHALL BE POSITIVELY ATTACHED TO THE CEILING � 1. VALUES ARE FOR SINGLE SPANS. SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS THAT HAVE THE SAME CARRYING � 2. ALLOWABLE CEILING SPAN CALCULATIONS BASED ON 33KSI YIELD STRENGTH STEEL. 4. POWDER ACTUATED FASTENERS (PAFs) ARE AN APPROVED METHOD OF ATTACHMENT FOR ,_�,., Y CAPACITY AS THE MAIN RUNNERS. = Q 3. FOR FULLY BRACED CEILINGS, USE MID-SPAN BRACED VALUES. 2. TERMINALS OR SERVICES WEIGHING > 20 LBS. BUT NOT MORE THAN 56 LBS. SHALL HAVE, IN HANGER WIRES. 4. END BEARING LENGTH = 1" MINIMUM. ADDITION TO 5.4.1 TWO 12 GAGE WIRES CONNEC11NG THEM TO THE CEILING SYSTEM HANGERS PERIMETER HANGER WIRE o � OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. 5. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8 r � 4 PSF o 3. TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS. SHAL� BE SUPPORTED DIRECTLY FROM INCHES OF EACH WALL WITH A PERIMETER WIRE. Q LATERAL SUPPORT OF COMPRESSION FLANGE w THE STRUCTURE ABOVE BY APPROVED HANGERS. o UNSUPPORTED MID-SPAN � 6. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A JO�ST SPACING (IN.) O.C. JOIST SPACING (IN.) O.C. Q TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT � SECTION: (MIL) o SPRINKLERS SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE ABLE TO RESIST THE DEAD LOAD AND __-- - -� - �� N 12" 16" 24" 12" 16" 24" W - � _--�-� � . � , > > » > > » � LATERAL FORCES APPROPRIATE FOR THE SEISMIC CATEGORY. ---- ` ,�, -------- ,_---- 362S125 18 9 -3 8-7 7-7 12-8 11 -7 10-0 � 1. FOR CEILING WITHOUT RtGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2 IN. ; m � � , � � h , „ , � , „ W OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT + __--- � 362S125 27 10-8 9 -10 8-10 15-0 13-11 12-4 � 7. FOR ESSENTIAL FACILITIES, HANGER WIRE CONNECT►ONS MUST BE CAPABLE OF CARRYING 1 _ ____----- o w OF AT LEAST 1 IN. fN ALL HOR►ZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN � » , �, , „ , „ , „ . „ � 200 POUNDS AND BRACING (SPLAY) WIRES SHALL BE CAPAB�E OF CARRIING 440 POUNDS. --�- - Z Q 362S125 30 11 -0 10-2 9 -1 15-6 14-4 12-10 Q ACCOMMODATE 1 INC. FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. SHOT-IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES. � o � n � » � n � n e u � v V) Q �/1 362S125 33 11 -5 10 -7 9 -5 16 -2 14-10 13-3 Z 3/4" MIN. FLANGE N `� , „ � �, , �� „ � „ � „ 362S125 43 12 -$n 11'-8r 10'-5n 17,-9' 16 -5 H 14'-8' � o Q � 362S137 27 12,-0 �, -2 �o -0 1�-2 ,5,-1, ,4,-3 m CODE REF. & GEN . REQS . HANGER SUSPENSION WIRES POP RIVET � � Q � 362S137 33 12 -11 11'-11" 10'-8" 18-4 16 -11 15 -2 � ', 4„ 9 o W � o � ;�; , „ , „ > „ , „ , „ , „ SCALE: N.T.S. ICEAC-Code_ref_gen_req-01-SEA SCALE: N.T.S. ICEWC-WIRE-SEA J � w � �� 362S137 43 14-3 13-2 11 -8 20 -0 18-6 16 -7 Q Q w � � � �, � „ � „ , �, , „ , �� ¢ 362S162 33 14-8 13 -7 12 -2 20 -10 18-11 16 -6 � r n � n � n � n � n r u W � � � � ;� 362S162 43 1 fi -2 14-11 13 -4 22-8 20-7 18 -0 Q � � o o � / � � � n � � r� > n � > >� � � a r n� . � NOTES: a Q Q "' 400S125 27 10-11 10-1 9 -1 15 -5 14-3 12 -9 � - '-'- � z z � Q �. � e a . e . .n t rs� � n � n � � ri Z O � J J a � 400S125 30 11 -4 10-5 9 -4 16'-0 14-9 13 -2 • 1. FOR CElL�NG AREAS EXCEEDING 2,500 SQ. FT., A SEISMIC SEPARATION JOINT OR FULL � ACOUSTICAL CEILING T1LE. HEIGHT WALL PARTiTION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS � w �z �z � w � . ,> > � � „ , ,� � » � „ � - 400S125 33 11 -9 10-10 9 -8 16 -7 15-3 13 -8 � � Q Q � � WITH WALL ANGLE. ANALYSES ARE PERFORMED OF THE CEILINGS BRACING SYSTEM, CLOSURE ANGLES AND >- i ' " • ,> , " , „ , » , „ PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. o c.�� z z � � _ U b� ZZ > >- 400S125 43 13 -0 12-0 10-8 18-3 16 -10 15-0 400S137 27 12�-4" 11'-5" 10'-3" 17'-7" 16'-4" 14'-8" o �n w w N � _ Q 2. THE LAYOUT AND LOCATION OF THE SEISMIC SEPARATION JOINT SHALL BE PER THE z oo � � v� v J 400S137 33 13'-3" 12'-3" 10'-11" 18'-9" 17'-4" 15'-7" � � DESIGNER OF RECORD AND NOTED ON THE PLANS. IF A SEISMIC SEPARATION JOINT IS Q � - REQ. BY THE DESIGNER, THE DESIGNER MAY USE THE GENERIC JOINT DETAILED � � � � � � . n � „ i „ , n � » , ,� = 400S137 43 14-7 13-6 12-0 20-7 19 -0 17-0 "' DETAILED IN THIS DOCUMENT OR A PROPRIETARY JOINT. THE AMOUNT OF FREE � W o 0 0 0 0 �" � n � � � „ > >� � n > » MOVEMENT (GAP DESIGN) SHALL BE A MINIMUM OF 3/4 INCH. o o � �r oo N �.ri - � N N N cV d' 400S162 33 15 -0 13 -11 12-6 21 -5 19 -10 17-9 - �- > a � a i n � n > » e s n" O O O O O - 400S162 43 16 -7 15-3 13-8 23 -4 21 -7 19 -4 � 3. IN LIEU OF SEISMIC SEPARATION JOINTS, THE CEILING MAY BE DIVIDED INTO AREAS � 600S125 27 12'-5"� 11'-6�� 10'-4� 17'-11� 16'-6'� 14'-9'� � � <2500 SF BY THE USE OF PARTITIONS OR SOFFITS AS FOLLOWS: PARTITIONS SHALL � � � EXCEED A MINIMUM OF 6 ABOVE THE LEVEL PLANE OF THE GRID AND SHALL BE ,�, = , � � „ � ,> > ,� � » > » � % 600S125 30 12 -9 11 -10 10-8 18-5 17-1 15-3 w INDEPENDENTLY BRACED TO THE STRUCTURE ABOVE. SOFFITS SHALL EXTEND A POINT , „ , „ , „ , „ , „ , „ � - NOTES: AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND SHALL BE INDEPENDENTLY ¢ - 600S125 33 13-2 12 -3 11 -0 18-11 17-7 15-10 METAL STUD. SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE. o PA/PM: C. KANG i � „ , p � � , � , » > » � � � 600S125 43 14-6 13 -4 11 -11 20 -6 19 -0 17-0 1. THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANEL OR TILE, LIGHT FIXTURES AND AIR TERMINALS WEIGHING NO MORE THAN 4 LBS. PER S.F. � DRAWN BY: R.F. � 600S137 33 14'-11" 13'-9" 12'-5" 21'-5" 19'-10" 17'-10" TYPE "X" GYPSUM BOARD � c ',f; � � � • � � � � > » TAPED AND FINISH SMOOTH � ,i; JOB NO.: SEA18-6190-01 600S137 43 16 -3" 15'-0' 13-5' 23-1 21 -5 19 -3 2. ALL WIRE TIES ARE TO BE THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4 O.C. � � � , � �� FOR PAINT FINISH. CHANGES. N � 600S162 33 16'-11" 15'-8" 14'-1" 24'-5 22 -8 20-5 0 � 600S162 43 18'-5" 17'-0" 15'-3" 26'-4" 24'-4" 21'-11" 3. CHANGES TO CEILWG PLANES WILL REQUIRE POSITIVE BRACING. Q SHEET � � - NOTE: ALL JOIST INFORMATION IS BASED ON STEEL STUD MANUFACTURERS ASSOCIATION � - (SSMA) ICC ESR-3064P � _ a, = ALL WABLE EILIN PAN � N O C G S S - L/240 CEILING HEADER TRANSITION LATERAL FORCE BRACING SEISMIC SEPARATION JOINT � . a SCALE: NONE ICEMT-Allowable_s an-L240-SSMA �O SCALE: 3"= 1'-0" ICEGB-Cln trnstn_header-09 15 SCALE: N.T.S. ICEAC-Lateral_force_bracin SEA � 0 SCALE: N.T.S. ICEAC-Seismic_se aration-SEA � w `� i P 9- 9- P = � � , �