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1/2 GRIp SPACING MAX. TYP. TO ADDITIONAL CROSS RUNNERS
<br /> BRACE WIRES - 12 GA. VERTICAL HANGER a
<br /> WHERE 2� X 2'- GRID OCCURS WIRE � 4'-0" EACH NlAY — ---- $ GA. HANGER WIRES �
<br /> ' " WITH MIN. 3 TIGHT TURNS IN 4'-0" O.C., SADDLE-TIED ° 4 a ° 4
<br /> CROSS RUNNERS AT 2 --0 O.C. 12 GA. BRACING WIRE WI7H AROUND MAIN RUNNERS a � u
<br /> MIN. 4 TIGHT TURNS IN 1 1 f 2" BOTH ENDS OF WIRE a
<br /> 1 1/2" 60TH ENDS OF -- — SADDLE-71ED CROSS FURRING ° � ` 4 ° a ° �{ �, �
<br /> 5 WIRE-TYP. SEISMIC COMPRESSION STRUT TO MAIN RUNNERS WITH 2 a. a � ��-��
<br /> STRANDS OF 18 GA. WIRE OR ��'`�
<br /> 1 STRAND OF 16 GA. WIRE °
<br /> 3/4 FIXED SIDE �� MAX � +
<br /> / »
<br /> . MAIN RUNNERS AT S 3 4 UNDERSIDE 0� STRUCTURE
<br /> CLR. COMPRESSION STRUT
<br /> • 4'-0" O.C. J � � � �, � � � �i � �
<br /> 12 GA. VERTICAL � ANCHOR TO STRUCUTRE WITH
<br /> � HANGER WIRES AT z 3/16"� POWER DRIVEN STUD
<br /> � 4'-0" ac. �ax., �- M�. CLIENT:
<br /> �p� °`� �P� � ,��" X 16 GAUGE TRACK SK�TDAL REAL ESTATE
<br /> PLAN LENGTH OF CHANNEL EL.EVATION
<br /> WITH L/R RATION OF LESS THAN 1604 HEWI7T AVENUE
<br /> 200 MAX. •
<br /> FREE SIDES RESTING ON 4 DIAGONAL BRACE WIRES ON 2ND FLOOR
<br /> 2" CLOSURE ANGLE 8�--0" X 12'-0" GRID � U � MAX �VE(�ETT, WASHINGTON 98201
<br /> -��� Typ, ATTACH STRUT TO MAIN RUNNER
<br /> WITH 1/4" MACHIN� BOLT
<br /> NOTES: (AS REQUIRED BY I.B.C. ASTM C 635--636 CROSS RUNNER -
<br /> 1. CEILING AREAS fXCEEDING 2,500 SF REQUIRE A BREAK VIA SEISMIC BRACE OR PAa1'ITION. MAIN RUNNER 1 1/2"x16 GA. HOT ROLLED
<br /> 2. VERTICAL STRUT: A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXl'ENDED TO AND FASTENED MAIN RUNNER CHANNELS � + �
<br /> TO THE S7RUCTURAL MEMBERS SUPPORTING THE FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO DISTANCE FROM BRACING 4'-0" O.C. 1.12#/FT MIN.
<br /> RESIS7 THE VERTICAL. COMPONENT INDUCED BY THE E3RACING W1RES. THE STRUT MAY BE STEEL STUD, WIRES 1'0 CCROSS •
<br /> BLACK 1RON, EMT OR OTHER APPROVED EQUAL, (GOOD FOR UP TO 4'-0" HIGH). THE STRUTS SHALL RUNNERS „
<br /> BE PLAC�D IN 12'-0" X 12'-0" GRID WITH THE FIRST POINT WITHIN 6'-0" �ROM EACH WALL. 7/8 x26 GA. CROSS FURRING ACOUSTIC PANEL CEILING MAIN RUNNER
<br /> NOTE: PROVIDE ACT SUSPENSION GRID TO COMPLY CHANNELS C�16° O.C. •
<br /> WI7H 18C SECTION 1621 MINIMUM STANDARD PER
<br /> SECTION 9.6 ASCE7. VERIFY REQUIREMENTS WITH
<br /> CiTY OFFICIALS. GYPSUM BOARD
<br /> 1 , : ; :
<br /> AP� SEISMI� GRID SUSPENSION DIAG ACT SEIS�lI� SUSPENSI�N GYPSUM ��ARD CEILING FRAMiNG APC - SEISMIC COMPRES�ION STRUT
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<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, WASHfNGTON 98101
<br /> P. 20b.262.9622 .
<br /> T PARTITION AS SCEHDULED PARI'ITION AS SCEHDULED F. 206.262.9507
<br /> 2�f��� EQ' EQ MAIN RUNNER T-BAR AT TVJO MAIN RUNNER T-BAR AT TWO All reproduction & intellectual property rights reserved c 2o�s
<br /> ADJACENT FREE ENDS ADJACENT FIXED ENDS
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<br /> `�' � � a CAN LIGHTS, SMOKE
<br /> � DETECTORS, E�C. HANGER WIRE
<br /> HANGER WIRE
<br /> HV� C � � � � �
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<br /> HVAC 12" X 12"
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<br /> ACOUSTICAL PANEL CEILING ACOUSTICAL PANEL 7/�9 j��
<br /> CEILING
<br /> No. Issue Description Date
<br /> � � POWDER DRIVEN FASTENERS 12" LEG 8 STRUCTURE -
<br /> WALL ANGLE WALL ANGLE � 24" O.C. ATTACH W/ (2) POWDER UPDATED DD SET 01.25.16
<br /> SEE APC SEISMIC GRID SUSPENSION SYSTEM DIAGRAM FOR MORE INFO. SEE APC SEISMIC GRID SUSPENSION SYSTEM DIAGRAM �OR MORE IN�O. DRIVEN F'ASTENERS PER PRICING SET o3.a3.�s
<br /> BRACE
<br /> ACOUS PNL CLG ELEMENTS DIAG (2'x2') AP� WALL CONNEGTION AT FREE END APC WALL CONNE�TI�N AT FIXED EN � \ � / � I FINAL PRICING SE� 05.�9.,6
<br /> � , > > �
<br /> � PERMIT SET 12.19.16
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<br /> n 2 � � 0 3 6 1 0 3 6 1 � / -4- �
<br /> : : BOTTOM OF � �
<br /> SYRUC7URE
<br /> 8 GA. HANGER WIRES AT 4'-0" O.C. � GREATER THAN 4'-0" � NEW 12 GA. HANGER WIRE
<br /> � SADDLED-TIED AROUND MAIN RUNNERS NEW DIRECT LOAD TO UNDERSIDE OF �
<br /> CEILING CLIP TO STRUCTURAL DECK TO
<br /> 5TRUCTURE SUSPEND NEW GRID SUPPORT WEIGHT OF
<br /> � 1 1/2"X1 1/2° CONT. ANGLE � . � ' � v , , � '� " ' p D � a ' ' ' ` ` I BELOW SECONDARY GRID (CLOUD)
<br /> a' � � , � , � � � ➢ • P � ,
<br /> EXISTING 12 GA. -- SUSPENDED Drawn oy: q�� Reviewed by:
<br /> �12 DIAGONAL WIRE TIES � 12�-0" O.C. DUC7 OR OTHER OBSTRUCTION HANGER WIRES AT CEILING GRID & �
<br /> EACH WAY EXISYING CEILING
<br /> �'.:` � 2�� p GRID S HE ULEDLES AS � �, Project No: # 15-185-00
<br /> •: � 1 1/2 X16.GA. HQT ROLLED MAIN
<br /> T..: � RUNNER CHANNELS AT 4'-0" �� 2-1/2"x20 GA. METAL STUDS
<br /> O.C.-1.12�/Ff. MIN. � � BRACING ALTERNATING � 48" O.C.
<br /> �.0.$GR8D -1 3/4 �— � �EIL,ING DETI�ILS �
<br /> .;.
<br /> 8 GA. SUSPENSION WIRE `V 2-1/2"x20 GA. MEfAL STUDS � 24" O.G
<br /> TO STRUCTURE ASOVE
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<br /> PROVIDE 1/4" �, NEW LED STRIP LIGHTING AS SCHEDULED W/
<br /> 5/8" GYP. BD. - THICK SHEATHING �^
<br /> — MIN. PAlR OF BACK TO � �- VOLT L{GHTING CH-007 ANGLED CHANNEL Original drawing �s 24" x 36". Scafe entities accordingly �t ��dU�zd
<br /> 8" MAX. � BACK 1 1/4" C.R. CHANNELS � EXPOSED AREA OF _.-j _
<br /> � SADDLE-TIED CROSS FURRING TO MAIN SIZE PER LOAD & SPAN "' FRAMING & PAINT �= - - - - — —
<br /> RUNNERS WITH 2 STRANDS OF 18 GA. TO MATCH SOFFIT , „ -f- -{-
<br /> WIRE OR 1. STRAND OF 16 GA. WIRE � � � � � , „ n — — —
<br /> d- (,: � —
<br /> 8 GA. DIA. WIRE, TYP. � t8 -1 3 4 5/8 GWB, TYP. • .
<br /> 8.0. END CAF'
<br /> �:::�; . . „
<br /> . --
<br /> . .
<br /> .. Permit Agency
<br /> 7/8"X26 GA. CROSS FURRING CHANNELS ARMSTRONG WOODWORKS GRILLE AS SCHEDULED '
<br /> . AT 16" Q.C. (SEE A.2B.1 SPECIALTY CEILING) CORNER BEAD, 1`fP. 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. SOLID BLOCKING
<br /> PERIMETER
<br /> �GYP � D CL� � EISMIC RESTRAINE �} END �// APC -� TRAPEZE � DUCT / OBSTRUCTION WOOD SLAT CLOUD � OPEN OFFICE SECTION � GWB SOFFIT
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<br /> 0 3 6 1 , 0 6 1 2 0 3 6 1 3 - 1 0
<br /> � 3�� 6„ �2»
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