|
,
<br /> 1/2 GRID SPACING MAX. TYP. TO ADDITIONAL CROSS RUNNERS 12 GA. VERTICAL HANGER
<br /> BRACE WIRES , , , „ 8 GA. HANGER WIRES �
<br /> WHERE 2 X 2 - GRID OCCURS WIRE 0 4-0 EACH WAY 4'-0" O.C., SADDLE-TIED °� � �• `
<br /> CROSS RUNNERS AT 2'-0" O.C. 12 GA. BRACING WIRE WITH WITH MIN. 3 TIGHT TURNS IN a a ° a , •
<br /> MIN. 4 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE AROUND MAIN RUNNERS a a � �
<br /> 1 1/2" BOTN ENDS OF — SADDLE-TIED CROSS FURRING � a a ° ° �
<br /> 5 WIRE-IYP. SEISMIC COMPRESSION STRUT TO MAIN RUNNERS WITH 2 a ° a °
<br /> � STRANDS OF 18 GA. WIRE OR � � � � ,� �, �
<br /> 3/4 FIXED SIDE �- 1 STRAND OF 16 GA. WIRE '
<br /> + UNDERSIDE OF STRUCTURE
<br /> b M� = 3/4„ ,
<br /> MAIN RUNNERS AT CLR. COMPRESSION STRUT
<br /> 4'-op o.c. � REAL ESTATE
<br /> 12 GA. VERTICAL � ANCHOR TO STRUCUTRE WITH
<br /> � HANGER WIRES AT z 3/16"0 POWER DRNEN STUD CLIENT:
<br /> � 4�-0� o.c. M�x., � ��; P' 2 1/2" X 16 GAUGE TRACK SKOTDAL REAL ESTATE , .
<br /> IYP. .. ,
<br /> PLAN . _" MA)(. •R 1�4 ELEVATION 200 �L�R RATION OF LESS THAN � �
<br /> LENGTH OF C ANNEL 1604 HEWITT AVENUE
<br /> FREE SIDES RESTING ON 4 DIAGONAL BRACE WIRES ON 2ND FLOOR
<br /> 2" CLOSURE ANGLE 8'-0" x 12'-0" GRID � � � EVERETT, WASHINGTON 98201 .
<br /> 2 nP ATTACH STRUT TO MAIN RUNNER
<br /> NOTES: (AS REQUIRED BY I.B.C. ASTM C 635-636 TYP. WITH 1/4" MACHINE BOLT
<br /> CROSS RUNNER '
<br /> 1. CEILING AREAS EXCEEDING 2�500 SF REQUIRE A BREAK VIA SEISMIC BRACE OR PARTITION. i,�q�N RUNNER 1 1/2"x16 GA. HOT ROLLED
<br /> +
<br /> 2. VERTICAL STRUT: A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED MAIN RUNNER CHANNELS 0
<br /> TO THE STRUCTURAL MEMBERS SUPPORTING THE FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO DISTANCE FROM BRACING 4'-0" O.C. 1.12�/Ff MIN.
<br /> RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. THE STRUT MAY BE STEEL STUD, WIRES TO CCROSS � � �
<br /> BLACK IRON, EMT OR OTHER APPROVED EQUAL, (GOOD FOR UP TO 4'-0" HIGH). THE STRUTS SHALL RUNNERS 7J8"x26 GA. CROSS FURRING �
<br /> BE PLACED IN 12'-0" X 12'-0" GRID WITH THE FIRST POINT WITHIN 6'-0„ FROM EACH WALL. ACOUSTIC PANEL CEILING MAIN RUNNER
<br /> NOTE: PROVIDE ACT SUSPENSION GRID TO COMPLY CHANNELS �16� O.C.
<br /> WITH IBC SECTION 1621 MINIMUM STANDARD PER
<br /> SECTION 9.6 ASCE7. VERIFY REQUIREMENTS WITH
<br /> CITY OFFICIALS. GYPSUt� BOARD � . � .
<br /> APC SEISMIC GRID SUSPENSION DIAG ACT SEISMI� SUSPENSION GYPSUM BOARD CEILING FRAMING APC — SEISMIC COMPRESSION STRUT ARCHITECTS
<br /> ,
<br /> A � , „ , „ , „ C , „ , „ , „ ,. ., �
<br /> 0 1 -0 2 -0 3 -0 0 1 -0 2 -0 3 -0 0 3 6 1 WEAVER ARCHITECTS, INC.
<br /> 1411 FOURTH AVENUE, SUITE 810
<br /> SEATTLE, WASHINGTON 98101 • °
<br /> P. 206.262.9622
<br /> PARTITION AS SCEHDULED PARTITION AS SCEHDULED F. 20 6.2 6 2.9 5 0 7
<br /> � 2� ��� EQ. EQ Ali re roduction & inteliectuol property rights reserved c 2016 '
<br /> i MAIN RUNNER T-BAR AT TWO MAIN RUNNER T-BAR AT TWO P
<br /> i ; ADJACENT FREE ENDS ADJACENT FlXED ENDS
<br /> � .
<br /> o � ; �
<br /> `�' � CAN LIGHTS, SMOKE
<br /> DEfECTORS, EfC. HANGER WIRE HANGER WIRE .
<br /> HV, C -__.__�_ �i _ _.� . ,
<br /> , •
<br /> ' i — HVAC 12" X 12" � �
<br /> ! �
<br /> F ( � �
<br /> W „
<br /> - � ��� � Q 3�4 Professional seal '
<br /> � j EQ. EQ. --- --
<br /> u &�Q9 � REGIS7ERED
<br /> � � � F '
<br /> ARCHITECT
<br /> Or '1
<br /> �IGHT � � „ ` . ! A � A _ .
<br /> S ,TE , � A � II�JGTON
<br /> ' EQ. EQ. i ;
<br /> � ACOUSTICAL PANEL CEIIING ACOUSTICAL PANEL 7/19/17 ' . '
<br /> � i CEILING
<br /> No. Issue Description Date
<br /> � � POWDER DRNEN FASTENERS 12" LEG � STRUCTURE -
<br /> WALL ANGLE WALL ANGLE � 24" O.C. ATTACH W/ (2) POWDER UPDATED DD SET 01.25.16 ,
<br /> SEE APC SEISMIC GRIQ SUSPENSION SYSTEM DiAGRAM FOR MORE INFO. SEE APC SEISMIC GRID SUSPENSION SYSTEM DIAGRAM FOR MORE INFO. DRIVEN FASTENERS PER PRICING SET o3.o3.�s
<br /> BRACE
<br /> ACOUS PNL CLG ELEMENTS DIAG (2'x2') APC WALL CONNECTION AT FREE END APC WALL CONNECTION AT FIXED END � i � i FINAL PRICING SET o5.09.,6 .
<br /> PERMIT SET 12.19.16
<br /> , , , F „ ,� , G �, ,� ,
<br /> 0 2 4 8 0 3 6 1 0 3 6 1 � �' �"
<br /> BOTfOM OF � � , ;
<br /> STRUCTURE •
<br /> 8 GA. HANGER WIRES AT 4'-0" O.C. GREATER THAN 4�-0° TO UNDERSIDE OFER WIRE ;
<br /> SADDLED-TIED AROUND MAIN RUNNERS NEW DIRECT LOAD
<br /> CEILING CUP TO STRUCTURAL DECK TO
<br /> STRUCTURE SUSPEND NEW GRtD SUPPORT WEIGHT OF
<br /> 1 1/2'°X 1 1/2" CONT. ANGLE � ' � ` , , " '� � ' p � • a ' ' ' ` ` BELOW SECONDARY GRID (CLOUO) '
<br /> a' i0 . ,. � � � ➢ � � � '
<br /> � EXISTlNG 12 GA. ---- SUSPENDED Drown by: ALJ Re�iewed by: �
<br /> #12 DIAGONAI WIRE TIES 0 12�-0" O.C. DUCT OR OTHER OBSTRUCTION HANGER WIRES AT CEILING GRID & /
<br /> EACH WAY D(ISTING CEILING
<br /> TE6ULAR T1LES AS Project No: # 15-185-00
<br /> �
<br /> :��� �/2'� 1 1 2'7(16 GA. HOT ROLIED MAIN GRID SCHEQULED +
<br /> RUNNER CHANNELS AT 4'-0" ��' 2-1/2"x20 GA. METAL STUDS .
<br /> O.C.-1.12�/FT. MIN. I + BRACING ALTERNATING � 48" O.C. � �
<br /> s.a.$cR� � 3/4 � � CEILING DETAILS
<br /> 8 GA. SUSPENSION WIRE �' 2-1/2'x20 GA. METAL STUDS � 24' O.C.
<br /> TO STRUCTURE ABOVE
<br /> �:�,:::::;::�:<:�.�:�.:.::.� ;�,:::.:::. �:�t:::::;.::::�<
<br /> ... . ... . ... . ..
<br /> .. ,; �....
<br /> r:: �-�. �.-.:�.. . �:.� ..�.-.
<br /> .....:._...
<br /> ,... . :.:........:::.::......•.;...:.:..
<br /> . ....:. .:.....:...... . � � ..::��
<br /> ........
<br /> ..,:: ....�.
<br /> .... .. .. ... . .......... . .. ...:,::......:._.:.::...�.�..� .:.::.. �._��:.:�::.:�.:�. .,:.:...
<br /> P��� ���p N NEW LED STRIP LI6HTING AS SCHEDULED W/ �
<br /> 5�8A GYP. BD. �. THICK SHEATHING � VOLT L1GHTING CH-007 ANGIED CHANNEL Original drawing is 24" x 36". Scale entities accordingly if red��ed
<br /> MIN. PAIR OF BACK TO �
<br /> 8� �� BACK 1 1/4p C.R. �HANNELS � FRAMING& PAINTF — — — —
<br /> SADDLE-TIED CROSS FURRING TO MAIN SIZE PER LOAD & SPAN TO MATCH SOFFlT = + -�-
<br /> RUNNERS WITH 2 STRANDS OF 18 GA. A• � • 2
<br /> � � — J
<br /> WIRE OR 1 STRAND OF 16 GA. WIRE t8'-1 3 4" 5 g" �Wg, �Yp - - —
<br /> 8 GA. DIA. WIRE, TYP. / GWB .
<br /> ....
<br /> B.O. END CAP -
<br /> :r.
<br /> .:..:
<br /> .....
<br /> M1' . _
<br /> _ . . _ _ .
<br /> ARMSTRONG WOODWORKS GRILLE AS SCHEDULED Permit Agency
<br /> 7/8"X26 GA. CROSS FURRING CHANNELS SEE A28.1 SPECIALT( CEILING
<br /> . AT 16" O.C. � � CORNER BEAD, TYP. NEW GWB CEILING AS SCHEDULED
<br /> MAIN RUNNER .
<br /> ARMSTRONG WOODWORKS GRILLE
<br /> PARTITION AS SCHEDULED 4'-0" O.C. (TYP.) END CAP AROUND COMPLETE CLOUD F.T. SOL1D BLOCKING
<br /> PERII�ETER
<br /> _ '
<br /> GYP BD CLG SEISMIC RESTRAINED END APC TRAPEZE C� DUCT / OBSTRUCTION WOOD SLAT CLOUD @ OPEN OFFICE SECTION C� GWB SOFFIT
<br /> n 1 n
<br /> J „ „ , K „ , , L � ,. , - _ .
<br /> 3 1 �
<br /> 0 3 6 1 0 6 1 2 0 3 6 1 0 3� 6„ �2n
<br /> '
<br />
|