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<br /> �855
<br /> REGISTERED
<br /> PROVIDE LATERAL BRACING n HiTeC�
<br /> AS REQUIRED TO DECK B.O. CEILING r ����--
<br /> ABOVE, SEE 2/A.9.1. �-�j
<br /> + + + + DOOR AS SPEqFlE6 G Pedro A.de Magaihaes Castro
<br /> + + STATE OF WASHINGTON
<br /> III Illllllllllllllllllllli . I IIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII �
<br /> x �
<br /> � MIN 1
<br /> LIGHT SWITCH: DOTTII) 11NE INDICATES
<br /> NEW SUSPENDED ACOUSTICAL � EXIST ROOF FRAtiIING LOCATION OF LARGER PLATE IF NEEDED
<br /> TILE OR EXISTING GWB � g" 6" FOR �IORE SWITCHES
<br /> CEILING ATfAqi CROSS BRAqNG TO ROOF DEq( W/ Q � ��° � � � �a����°�
<br /> � FASTENERS (TYP). � � ��� � °' �°' � � �
<br /> V O'- d
<br /> /�� I � � O N � E O T O fn O fn 0 O= C
<br /> �t � � THERM�OSTAT N � a o �,�� N�,����
<br /> HANDLE 2-3/4" N � _
<br /> , HARDWARE SET AS � �� � � c�_� �� � � J
<br /> � Q� a�000 � � � Q��
<br /> Jlil I�ULLV U � �+�-' � T .°�� N � �+� N .
<br /> O � � a
<br /> � at 3 �a� �a� O L a� I-L- O O
<br /> INSULATION WHERE OCCURS CROSS BRAGNG AT 4'-0' O.C.: 2-1/2� 25 GA. a � c� ° �� � �3� a� �° �
<br /> ¢ STL STUDS ATTACH W StiT �I T L S C R E W. 6" NOTE: LOCATE ELECTRICAL dc � U o � �o v.� °.> 3 �,�� 1
<br /> � / � � TELEPHONE WALL OUTLETS dc SWITCH
<br /> � � j o � � � � o o � � ao� a� o E
<br /> w � � � �' >'�'� 3-a �-� �Q,.
<br /> � � � � � PLAiES �NEAREST S1UD FROM �' L o 0 6 � o �'� `� N� o � �
<br /> �- �_� Y1L S1UD. REfER TO WALL LEGEND o SCALED LOCATION ON PLAN UNLESS � aw o � �, o � ,.� �
<br /> _
<br /> � o� � ,,`�z ° `� �;=��,
<br /> � fOR WALL TYPES. � > OTHERWISE SPEqFlCAL1Y NOTED. °.� � � _ �
<br /> = ATTACH CROSS BRAqNG TO RUNNER W/� SHT N
<br /> .—w pp _� O U)1�.� N� � p Q J'3 ��
<br /> -O 4l U C � � � C
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<br /> � � ���� �.� ��' � � ��o �
<br /> � uc� o" c � �,_,aa� m `n � cv�
<br /> 5/8" GYPSUM WALL BOARD p�p� p�J�J '' °-�'~ ` ° " ���'"�
<br /> �,�� Q000� � -� ooLoo
<br /> 5/8' TYPE "X' GWB EACH SIDE � WALL � Q Q Q�z o� °3 Q � a a°� a
<br /> n �� �, � o� � TUica "
<br /> ACOUSTICAL BATTS WHERE OCCURS FlRE EXT1N(�11SHER CABINET PROVIDE WALL 1ELEPHONE OUILET
<br /> BLOq(ING PER MANAFACIURER'S REQ.
<br /> RUBBER BASE PER OWNER FlNISN FLOOR � � N � � U �
<br /> U .� � �n `�' �'
<br /> �
<br /> W cA o a�o � .a
<br /> FINISH FLOOR � � �n c � L °
<br /> F-+ � �^� "
<br /> — x � � � � Q
<br /> U `� � `—� a
<br /> o � � � �
<br /> H E I HTS D IAG RAM �I � � � � ��
<br /> INTERIOR PARTITION PARTITION LATERAL HEAD BRACING MOUNTING G
<br /> 3 �, � � �
<br /> 2 > � � o
<br /> 1 1/2" = 1'-0" � � � N
<br /> SCALE: 3" = 1'-0" SCALE: 3" = 1'-0°
<br /> co °
<br /> �' � � L
<br /> � N Q,
<br /> M � �,
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<br /> OO �— U
<br /> NOTES: MAXIMUM RECOMMENDED LENGTHS FOR VERTICAL COMPRESSION STRUTS
<br /> COI�PRESSION STRUT
<br /> 1. PROVIDE CROSS-BRACING FOR SUSPENDED ACOUSTICAL CEILING SYSTEM � 12'-0" O.C. BOTH WAYS WITH (MIN.) N0. 12 GAUGE WIRES PER EMT CONDUIT
<br /> ASCE 7-10, ASTM C635, ASTM C636 AND ASTM E580. t/2' EYT(�IDUIT UP TO 5' 10'
<br /> 2. THE HORIZONTAL RESTRAINT POINTS FOR THE LATERAL FORCE BRACING SHALL BE PLACED NOT MORE THAN 12' O.C. IN BOTH DIRECTIONS WITH 3/4' E�IT CONDUIT UP TO 7' 8'
<br /> THE FIRST POINT WITHIN 6' FROM EACH WALL t' E11T CONDUIT UP TO 9' 9' � 45' �/1
<br /> 3. TO FACILITATE INSTALLATION, MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER MEMBER AT TWO ADJACENT WALLS �2 H�� V J
<br /> WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS IN SUCH WAY AS TO BE INDEPENDENT OF META�STUDS 45' WIRE _
<br /> THE WALL STRUCTURE AND SHALL BE BRACED BY LATERAL FORCE BRACING AT 12' O.C. MAXIMUM. SINGLE 1-5/8" x 33 �IIL STUD UP TO 12' 0" � ,
<br /> 4. ACOUSIICAL CEILING SYSTEMS SHALL COMPLY WITH IBC 808. BACK-TO-BAq( 1-5/8" x 33 �IIL S1UDS UP TO 15' 0" ��'` �
<br /> 5. FOR AREAS EXCEEDING 1,000 S.F., HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURE ABOVE SHALL BE PROVIDED. SINGLE 2-1/2� z 33 MIL SND UP TO 13' 6� � ° ,�;m`��'
<br /> 6. FOR AREAS EXCEEDING 2,500 S.F., A SEISMIC SEPARA110N JOINT SHALL BE PROVIDED. BAq(-TO-BACK 2-i/2' x 18 MIL STUDS UP TO 15' 0" '�'� �
<br /> 7. ALL PENETRATIONS SHALL HAVE A 2" OVERSIZE RING TO PROVIDE FREE MOVEMENT OF AT LEAST t" IN ALL DIRECTIONS. ., � °"� ,,' �
<br /> 8. ALL CABLE TRAY AND ELECTRICAL CONDUITS SHALL BE SUPPORTED SEPARATELY OF THE CEILING. NOlE: PLENUI� A(tEAS GREATER THAN 15' 0' HIGH WILL REWIRE ENqNEERING CALCULATIONS FOR COMPRESSION � , � .° �: W
<br /> STRUTS
<br /> AR�ISIRONG �
<br /> CROSS TEE ,�;%'�� '�• � ARMSTRONG
<br /> �— 12 GA VERT. YYIRE (TYP.) �`'"� �� � MAIN BEAN Q
<br /> 8" MAX 8" MAX �°����
<br /> 3 TURNS MIN. (TYP.) �
<br /> NON-COMBUSTIBLE STRUT CAPABLE OF RESISIING VERTICAL (n z
<br /> CO�IPONENTS INDUCED BY BRACING WIRES. FASTEN SECURELY �IAIN RUNNER OR CROSS v/
<br /> TO STRUCiURE ABOVE. � ❑C COMPRESSION POST O
<br /> Z —
<br /> 12 G.A VQtL HANGER WIRE � �
<br /> � . O �
<br /> �4-0 O.C. BOTH WAYS
<br /> � a
<br /> LATERAL FORCE BRACING 4 EA. 12 GA. WIRE �
<br /> 45° POP-RIVET THIS SIDE OPILY � �
<br /> SECURm TO �INN RUNNER WITHIN 2' OF CROSS 1EE o0 �
<br /> INTERSECTION & SPLAYED 90' FROW E.A. OTHER PROViDE 3/4' FAqA MIOIDING Z >' N
<br /> 12'-0' O.C. IN BOTH DIRECTIONS W/FlRST POINT Spq� g ppp, PER MANUFACTURER � � Q rn
<br /> 45' WITNIN 4'-0" FROM EA. WALL yyqu � � � Q
<br /> ACOUS. 11LE o o � - - - - o e V/ a � ,
<br /> 00 0 00 0 0 �o 0 0 0 °o o�o o� o 0 0 �
<br /> 2' PERI�IEiER WALL AN(�E � � � m ~
<br /> �IAIN RUNNER W
<br /> ATfAqi MEMBERS � 1-1/2" �/ o W
<br /> (�tOSS 1EE PERIMETER dt TWU ADJ. CHANNEL MOL[NNG � � o�o W
<br /> WALLS (MIILY.
<br /> A� LATERAL FORCE BRACING B� VERTICAL WIRE SPACWG �D SEPARATION JOINT REvisioNs
<br /> N0. DATE BY
<br /> ARwiSTRONG 12 GA LATERAL SUPPORT WIRE WITHIN 3' OF EACH CORNER OF LIqiT F1XiURE. SPLAY WIRES � 11/08/18 ARCH
<br /> ANGLE �IOLDING AS SHOWN AND FASTEN TO BEA11 OR PURLJN. �IIN. OF 3 WIRE TURNS EA. CONNECTION POINT. � 11/29/18 CITY
<br /> 0
<br /> ARMSiR�IG STABILIZER BAR, 12 GA. FIXIURE SUPP�iT WIRES AT CENTER ENDS OF EA. FlXIU . �4
<br /> o OR 01HER SUITABLE SYS1Fh1, FlX1l1RE SUPPORT WIRE SUPPLIED BY CEIUNG CANTRACTOR.
<br /> TO KEEP PERI�IETER CO�tPONENTS �
<br /> FROIrI SPREADING APARL 5
<br /> �
<br /> �° ,, ISSUE DATES
<br /> o ��°•� ARMSTRONG
<br /> ��N B� s���� �• DESIGN APPROVAL:
<br /> ��°8,,,� �5�� PERMIT SUBMITTAL: 10/05/18
<br /> �'� MAIN BEAM MIN. 2" 45• PERMIT RECEIVED:
<br /> � `�`a ARMSTRONG
<br /> MIN. 3/4" AT UN-ATTACHED WALLS ANGLE MOIDING BID DOCS:
<br /> CONSTR. DOCS:
<br /> 8" MA ARMSIRONG STABIUZER BAR,
<br /> 45'
<br /> OR OTHER SUITABLE SYSiE�I,
<br /> � TO KEEP PERIMEiER COMPONENTS 24"x36"SCALE: AS NOTED
<br /> � �°a,,, FR011 SPREAaNG APARL PLOT DATE: 2019-03-22
<br /> ,4
<br /> 2" '-Q�� ��� CAD FILE: 18-089_A9.1
<br /> FLU(�tESCENT FlXiURE
<br /> �'� ARMSTRONG JOB NUMBER: 18-089
<br /> CROSS TEE
<br /> `��•��, CROSS T1E CHECKED: CS
<br /> ARMSTRONG
<br /> CROSS TEE M I N. 2"
<br /> DRAWN: TGK
<br /> MIN. 3/4" AT UN-ATTACHED WALLS �1AfN STRUGTURAL RUNNER STATUS: PERMIT
<br /> 4'-0' O.G.
<br /> E❑ ATTACHED 2" WALL MOLDING F❑ PERIMETER COMPONENTS ❑G TYPICAL LIGHT FIXTURE BRACING INTERIOR DETAILS
<br /> TYPICAL SUSPENDED CEILING SEISMIC BRACING DETAILS
<br /> 9 ������' ■
<br /> SCALE: N.T.S.
<br />
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