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_. _ __ _ _ _
<br /> 3�,79
<br /> ' REGISTERED
<br /> _-- — ;;�P�;"� ��C�'!o �!_,� �.�a��; ; ,m�, r.�,�.< ARCHITECT
<br /> 350T200-30� ATTACH TO 8,0, EXISTING �RHfvi�G '�N"i��� `�1Vi���
<br /> = CEILING FRAMING ABOVE WITH POWDER INSULATION PER W�,':��
<br /> � � ACTUATED FASTENERS AT 32" O,C. MIN, BRACE PER DTL. 3 LEGEND, PROVIDE ✓- � -rs�a K.�REENE
<br /> AND PER MFR. SPECIPICATION9, 5.3 COMMERCIAL TYVEK -.- -- t � STATEOFWASHINGTON
<br /> OVER GWB
<br /> �,
<br /> % CUT TOP EDGE OF GYP, BD ACOUSTIC BATT INSULATION, FULL HEIGHT GALV. /��-��
<br /> _ � �
<br /> � � STRAIGHT & TRUE. RUN TO 6.0. �� � � EXTENDED 2'-0" 6EYOND WALL CORRUGATED METAL PANELS / �---� ��
<br /> SEALANT BOTH 9IDES TOP AND ,'� ,' AT ACT, � �/�� ATTAC�H� WITH GALV RIES. '� �/� ''� � � �
<br /> ; CEILING AND PROVIDE ACOUSTIC ,
<br /> _ , , �
<br /> - BOTTOM WITH FIRE RATED CAULK, � �� ' � ; � " ° � ���� ° ° SCREWS AND USE SILICON ;'�, ' �-- � a' � � � € �
<br /> % - z � = z ' S/8" GW6 BOTH SIDES U.O,N, � \' � �-�"� > o � o � �
<br /> � 'C O M U �°-
<br /> �, = � �, � ��, � � CAULK AT ALL SEAMS � � o � �
<br /> STEEL RUNNER � � ', � U � � � _ �
<br /> ,
<br /> � � i i i i i i i ACT CEILING PER PLAN � EXISTING ROOF FRAMING ABOVE � � � � �= � �
<br /> �� � � � , � �, — — — — — — ����� � CAR WASH SIDE � �� � � � � � � �
<br /> ; , COPE GWB AROUND CEILING � � " � �--� � v o
<br /> \ �i � U o a�
<br /> �� PROFILES AND PENETRATTONS AND \ � ,� MIN 1 �� �, / � I � U �,� � � �
<br /> ;' � '� � � ' SEAL (WHERE OCCURS. ,� ��� ', �- � �.� 6° METAL STUDS AND TRACKS - �-� %� ��� � � �� . � � ANGLE AT EACH CROSS BRACE USE *-3'-0" STRIP OF SHEET z ' ,` �� I _ � � � d- Y ��
<br /> ' � �
<br /> �� - � VINYL OVER RADIUS CANT
<br /> �� � � � �;� ; _<� AT CEILING FRAMING, 20 GA, ' ; > ��� ` _-� � � a' � � � � �
<br /> ' AT 16" O.C, CONNECT TO METAL �� � � ATTACH CROSS BRACING ANGLE STRIP TO CREATE COVED __� � c � � � � Q
<br /> � �_ � 6" METAL STUD JOIST AND TRACKS � W � N -
<br /> �, AT CEILING FRAMING, 20 GA, AT 16" _=' ' FRAMING w/ (2) #12 SCREWS AT ` ° " ° ' ' ' TO CEILING FRAMING A60VE W/ �ASE AT WAL /FLO W \_� � _ � � � �,
<br /> ;-
<br /> L OR
<br /> '" ;' ii iiiiiiiiiiiiiiii iiii iiiiiiiiiii INTERSECTION TYP. U v, � �r �, o =
<br /> ,� % O,C, CONNECT TO METAL FRAMING � � � � -� � 24 O,C, (2) POWER DRIVE EXPANSION ' � �/ �� � � � � M � a�
<br /> � � _
<br /> \ w/ I2� #12 SCREWS AT 24" 0 C / �� , TYPE ANCHORS. CEILING RES RFACED CON RETE - � °� � � Z y
<br /> ' �� � �`� � � ' '�� � STRUCTURE TO BE ADEQUATELY � � o � `� � m �'`� � � �€
<br /> / � � � �� �' ��� � ��� � � GWB CEILING PER PLAN �
<br /> � � � � � (1/4" PER FT, MIN. POSITIVE � �� � � � � � � o � a
<br /> ' % GWB OR ACT ACT CEILING TIL ` 5 PSF -
<br /> , _, � -- '� (WHERE OCCURS� PER RCP ' , � . -
<br /> i i i i i i i i i i CEILING PER PLAN SECURED TO RESIST
<br /> _ _ _ _ ', DRAINAGE TO NEW U • � °' _
<br /> _ _ � � — _ � � � � � i TRANSVERSE LOAD `- � c� @�� �
<br /> _ �. . - CARWASH DRAINI• � � � cv � � �� �
<br /> ,; - _ �� - � _ FIRE TAPE AND SEAL ANY = � �, _ � a �
<br /> '� � �� 3 1/2 M.S., 20 GA �MIN, 3505125 30, � � ��
<br /> � 3-1/2 M,S., 20 GA �MIN, 350S125-30, METAL EDGE TRIM PENETRATIONS THROUGH GWB, � � °� � �- `� �
<br /> �� UO.N,) AT 16" O,C. WITH CONT. STEEL � ��� ������ -�'" � � � � � a �
<br /> UO.N,� AT 16 O,C. WITH CONT. T' O .� �a o �
<br /> ;= STEEL TOP AND BOTTOM TRACKS, T O P A N D B O T T O M T R A C K S (I'R O V I D E � ' � U � �o 0
<br /> ��� � �� � �� �� 6" M,S. AT TOILET WALL) ATTACH RLOCK SPACER ABOVE AND pROVIDE RIGID STEEL C-STUD �� �� '
<br /> ,- - A T T A C H T O P L O O R W I T H P O W D E R BELOW GRID AT POINT OF - - - r =
<br /> � � ACTUATED FASTENERS AT 32" O,C. � TO FLOOR WITH POWDER ACTUATED CHANNEL BRACE @ 8'-0" O,C, � �-
<br /> � AND PER MFR. SPECIFICATIONS, ' PASTENERS AT 32" O.C, AND PER CONNECTION IRUN GRID ATTACHED WITH SHEET METAL �
<br /> THROUGH� �
<br /> � � ��, �� MFR, SPECIFICATIONS. SCREWS, EACH END AT ANGLE �
<br /> � - ' „
<br /> i � BASE PER SCHEDULE � �� �,�' �� 6RACE TO RESIST 5 PSF �� �
<br /> � BASE PER SCHEDULE 5/8" TYPE 'X' GWB BOTH ` ��
<br /> � , ', ,...- � ��� TRANSVERSE LOAD, ALTERNATE �� '�� � '
<br /> PINISH FLOOR ��� � ; _ SIDES, U,O,N, WITH SIDES.
<br /> FINISH FLOOR ACOUSTIC BATT INSULATION
<br /> 1/8" �OAM TAPE 1/8" FOAM TAPE PER WALL LEGEND, �2'-0" SHEET VINYL TO
<br /> EXTEND OVER SAWCUT
<br /> FULL-HT PARTITION WALL PARTITION WALL AT GWB CEILING CLNG HT PARTITION HEAD BRACING CAR WASH BASE AT FRAMED WALL
<br /> 1 SCALE: 3�� _ ��-��� 16-32A53 � SCALE: 3�� _ ��-��� 17-17A53 � SCALE: 3�� _ ��-��� 17-17A53 � SCALE: 3'� _ ��-��� 17-17A53
<br /> NOTES:
<br /> 1. SUSPENDED CEILING SYSTEMS TO BE INSTALLED IN ACCORDANCE WITH THE
<br /> PRESCRIPTIVE PROVISIONS OF THE MOST CURRENT 401 FIELD TECHNICAL INFO BULLETIN TEEL STUD
<br /> 5/S" GWB BOTH SIDES U.O.N, "SUSPENSION SYSTEMS FOR ACOUSTICAL LAY-IN CEILINGS, SEISMIC DESIGN CATEGORIES COMPRESSION POST
<br /> ' D, E, & F" FROM THE NORTHWEST WALL AND CEILING 6UREAU, VISIT WEBSITE AT:
<br /> htt�;//www,nwcb.or�/sitea/default/files/resources
<br /> �
<br /> -METAL STUD WALL PER 2, PROVIDE CROSS-BRACING POR SUSPENDED ACOUSTICAL CEILING SYSTEM @ 12'-0" O.C, $°
<br /> 1/2" : PLAN, DOUBLE STUD �INCL, 80TH WAYS WITH N0, 12 GAUGE WIRES PER ASTM C635 AND ASTM C636, �� #12 HANGER
<br /> NAILERJ AT HEAD AND JAMB, WIRE
<br /> 3, THE HORIZONTAL RESTRAINT POINTS FOR THE LATERAL FORCE BRACING SHALL 6E
<br /> PLACED NOT MORE THAN 12' O,C. IN 60TH DIRECTIONS WITH THE FIRST POINT WITHIN 6' ,.;%' n/
<br /> N / PRE-FINISHED KNOCK-DOWN FROM EACH WALL. .;%'� L,1_
<br /> PER SCHEDULE � � METAL FRAME AND TRIM, �- 12 GA, VERT. WIRE (TYP.I �'%'� �
<br /> ATTACH TO WOOD NAILER 4, TO FACILITATE INSTALLATION, MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED • o ,. .'� �
<br /> � WITH DRYWALL SCREW, �1� TO THE PERIMETER MEM6ER AT TWO ADJACENT WALLS WITH CLEARANCE PSETWEEN THE � � � � � r ,
<br /> NEXT TO EACH RETAINER WALL AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS IN SUCH WAY AS TO 3 TURNS MIN, ITYP.) � /,;; ,, o v �
<br /> CLIP PER MFR. REQ, BE INDEPENDENT OF THE WALL STRUCTURE AND SHALL BE 6RACEb BY LATERAL FORCE MAIN RUNNER OR CROSS ARMSTRONG ,,;�;�' �
<br /> BRACING AT 12 O,C. MAXIMUM, TEE CROSS TEE ,,;;;•• �'•.� o �ARMSTRONG Q W
<br /> 5, ACOUSTICAL CEILING SYSTEMS SHALL COMPLY WITH IBC 803,9. 8" MAX 8" MAX ,.;%'�� MAIN BEAM � �
<br /> � /,/
<br /> 6. FOR AREAS EXCEEDING 1,000 S,F,, HORIZONTAL RESTRAINT OF THE CEILING TO THE � �
<br /> STRUCTURE A60VE SHALL BE PROVIDED. Z W
<br /> A� HEAD/JAMB SIM. WOOD OR METAL 7. FOR AREAS EXCEEDING 2,500 S,F,, A SEISMIC SEPARATION JOINT SHALL 6E PROVIDED, _ �C COMPRESSION POST W > o
<br /> DOOR PER SCHEDULE, - �. � O
<br /> 8, ALL PENETRATIONS SHALL HAVE A 2" OVERSIZE RING TO PROVIDE FREE MOVEMENT OF � � �
<br /> AT LEAST 1" IN ALL DIRECTIONS, � � �
<br /> DOOR UNDERCUT 3/8" � � � N
<br /> AT HARD SURFACE, 9. ALL CABLE TRAY AND ELECTRICAL CONDUITS SHALL BE SUPPORTED SEPARATELY OF W Q ap
<br /> THE CEILING, � � �
<br /> �INISH FLOOR
<br /> i ELEV. 0'-0° POP-RIVET THIS SIDE ONLY U � N a
<br /> �
<br /> ' P R O V I D E 3/4" n/ o� Q
<br /> j FACIA MOLDING � otS J M
<br /> SPACE @ OPP, PER MANUFACTURER �� w Q d- }
<br /> NON-COMBUSTIBLE STRUT CAPABLE OF W A L L V � N Z
<br /> B� THRESHOLD R E S I S T I N G V E R T I C A L C O M P O N E N T S � � > � ap �
<br /> INDUCED BY BRACING WIRES, FASTEN A C O U S, T I L E n/ � � � rn O
<br /> I N T E R I O R D O O R SECURELY TO STRUCTURE ABOVE, o00 0 0 0 0 — o 0 0 0 0 0 — o 0 0 0 o I..` W W Q =
<br /> 2" PERIMETER WALL ANGLE `�� � � `�� " �� � m���� �� � � � � � � -�' t � ' � � W �
<br /> 5 " - 1 11 12 G.A. VERT, HANGER WIRE ATTACH MEMBERS @ 1_1/2�' '•i•' W > H �
<br /> S C A L E: 3 — 1 -0 1 7-1 7 A 5 3 @ 4'-0" O,C, BOTH WAYS P E R I M E T E R & T W O A D J, � � 0 � W p
<br /> W A L L S O N L Y, H A N N E L M O L D I N G Z W ~ � �
<br /> 4 5o LATERAL FORCE BRACING 4 EA. 12 � M j O
<br /> GA, WIRE SECURED TO MAIN B❑ V E R T I C A L W I R E S P A C I N G W �' U � W cn
<br /> RUNNER WITHIN 2" OF CROSS TEE �D S E P A R A T I O N J O I N T
<br /> --� �t INTERSECTION & SPLAYED 90° FROM
<br /> 4�� E.A. OTHER 12'-0" O,C. IN BOTH 12 GA, LATERAL SUPPORT WIRE WITHIN 3" OF EACH REVISIONS
<br /> 5/8�' GWB BOTH SIDES U.O,N, DIRECTIONS W/FIRST POINT WITHIN ARMSTRONG CORNER OF LIGHT FIXTURE, SPLAY WIRES AS SHOWN NO. DATE BY
<br /> ' 4'-0" FROM EA, WALL, ATTACH AT ANGLE MOLDING AND FASTEN TO BEAM OR PURLIN. MIN, OF 3 WIRE
<br /> TOP PER THESE SEISMIC DETAILS TURNS EA, CONNECTION POINT. �
<br /> METAL STUD WALL PER ARMSTRONG STABILIZER BAR, 12 GA. FIXTURE SUPPORT WIRES AT �
<br /> 1/2" : PLAN, DOUBLE STUD (INCL, MAIN RUNNER OR OTHER SUITABLE SYSTEM, CENTER ENDS OF EA. FIXTURE,
<br /> TO KEEP PERIMETER COMPONENTS �IXTURE SUPPORT WIRE SUpPLIED BY �
<br /> NAILER► AT HEAD AND JAMB, CROSS TEE FROM SPREADING APART, CEILING CONTRACTOR, �
<br /> PRE-FINISHED KNOCK-DOWN A❑ LATERAL FORCE BRACING �
<br /> �PER SCHEDULE N METAL FRAME AND TRIM. ARMSTRONG 60° MAX, TYP,
<br /> - ATTACH TO WOOD NAILER MAIN BEAM �
<br /> WITH DRYWALL SCREW, (1) MIN, 3/4" AT UN-ATTACHED WALLS
<br /> i NEXT TO EACH RETAINER � ARMSTRONG
<br /> CLIP PER MFR, REQ, MAIN BEAM MIN, 2" 45o ISSUE DATES
<br /> ARMSTRONG DESIGN APPROVAL: 04/04/17
<br /> A❑ HEAD/JAMB SIM. o �° <,� ANGLE MOLDING PERMIT SUBMITTAL:
<br /> � 1/4" CLEAR TEMPERED ` ,,l °•', ORM TRONG STABLEZSYSTER� // 4�° PERMITRECEIVED:
<br /> 0 HER SU M, BID DOCS.
<br /> SAFETY GLASS o ,+'•� TO KEEP PERIMETER COMPONENTS
<br /> FROM SPREADING APART, CONSTR. DOCS:
<br /> PER SCHEDULE GLASS STOP �.
<br /> �v �P RECESSED SHEET INFORMATION
<br /> �, �,\ 0 , ARMSTRONG FLUORESCENT 24"x36"SCALE: AS NOTED
<br /> ,. CROSS TEE FIXTURE
<br /> ,` MIN. 3/4" AT UN-ATTACHED WALLS CROSS TIE PLOT DATE: 05/10/17
<br /> 2�� ARMSTRONG
<br /> ��2 ,,� +'•` CROSS TEE MIN. 2" CAD FILE: 17-17A53
<br /> •,,
<br /> ,,` MAIN STRUCTURAL JOB NUMBER: 17-17
<br /> RUNNER 4'-0" O.C, CHECKED: TKG
<br /> E� ATTACHED 2" WALL MOLDING F� PERIMETER COMPONENTS ❑G TYPICAL LIGHT FIXTURE BRACING DRAWN: TKG
<br /> � SILL STATUS: PERMIT SET
<br /> H . M . INTERIOR WINDOW TYPICAL SUSPENDED CEILING SEISMIC BRACING DETAILS MISC. INTERIORDETAILS
<br /> 9 SCALE: 3�� _ ��-��� 17-17A53 � O NOT TO SCALE 17-17A53
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