|
PARTITION TYPES PARTITION TYPE PLAN SYMBOL ,,
<br /> •
<br /> H*3/4"SHIM SPACE -43/4"SHIM SPACE 3/4"SHIM SPACE *3/8.SHIM SPACE UNO *3/8.SHIM SPACE 3/4"SHIM SPACE *3/8.SHIM SPACE la C
<br /> PARTITION
<br /> L - L - L L GYPSUM BOARD L L CONFIGURATION FA U Li)
<br /> UNDERSIDE OF o/PLYWOOD 2 4 FRAMING SIZE
<br /> STRUCTURE _ _ _ DESIGNATION Z --"i
<br /> SECTION - FIRE-RATING Pb
<br /> , , r741_____
<br /> DESIGNATION
<br /> ro
<br /> ______,______ W *--
<br /> - ,: CEILING �- --^ - ,--- �
<br /> I STEEL STUD �T v--- CEILING CEILING __ CEILING "� CEILING -73
<br /> �4- �'� - STEEL STUD --� STEEL STUD CEILING ��� STEEL STUD GYPSUM BOARD DESIGNATES0 ,,,,..(1)
<br /> GYPSUM BOARD ,' STEEL STUD STEEL STUD aLEBOARD
<br /> aLEBOARD
<br /> STEEL STUD I GYPSUM BOARD . GYPSUM BOARD(3 LAYERS MIK
<br /> STEEL STUD � LEAD SHIELDING
<br /> �. GYPSUM BOARD �• GYPSUM BOARD GYPSUM BOARD �l�SOUND ATTENUATION SOUND ATTENUATION SOUND STEEL STUD
<br /> 3" ©1 5/8.STUD SOUND ATTENUATION SOUND ATTENUATION -�- ATTENUATION I SOUND ATTENUATION - SOUND GYPSUM BOARD f'
<br /> / BLANKET BLANKET BLANKET BLANKET BLANKET BLANKET STEEL STUD ATTENUATION LEAD SHIELDING
<br /> PLANT '3 7/8"' f, 3 7/8" " 3 7/8" f, 3 1/4" ®1 5 8"STUD 6" ®4"STUD , 3 7/8" /CO 1 5/8"STUD BLANKET PWD
<br /> / /®2 1/2 STUD , ,®2 1/2 STUD / /®2 1/2 STUD , , /
<br /> 5 3/8" ®4"STUD `5 3/8" ®4"STUD 5 3/8" ®4"STUD 4 1/8. ®2 1/2"STUD 8" ®6"STUD , 4 3/4" ,®2 1/2"STUD 5 1/, ®4"STUD 5 1/4",®4"STUD 5 1/4" ®4"STUDL I ..:: - 4.,
<br /> i (-' C '
<br /> i «IMMMBM
<br /> 7 3/8" " 7 3/8" " 7 3/8" " 5 5/8" " 5 5/8" f1 5 7/8" /ff ff 7 1/4 ®6"STUDESIGNATES PLYWOOD, I STEEL STUD I
<br /> CO6 STUD ®6 STUD CO6 STUD 4 STUD CO4 STUD ®3 5 8 STUD ®6 STUD CO®6 STUD SEE PARTITION TYPES
<br /> ®8"STUD
<br /> UL U419 FOR 1 HOUR Ui :U9FOR1HOURCI a STC: 40B BA Ba CA CaA CAPWD DA # A S 40 5
<br /> #U419 #U419 #U419
<br /> FRAMING SIZE DESIGNATION
<br /> RATING
<br /> RATING4.,:.....:.,...,...
<br /> - - - -
<br /> RATING ...
<br /> GYPSUM BOARD GYPSUM BOARD
<br /> r--,, 2)pt-Li,,),,,EroARD " (2 LAYERS2)LAYERS IT:f____.
<br /> GYPSUMBOARDp= FURRING
<br /> -
<br /> GYPSUMBOARD II 2 LAYERS (2 LAYERSYPSUMBOARD 0/PLYWOOD 1 = 1 5 8SECTION� _ _ �� GYPSUM BOARD � GYPSUMBOARD i-_/;� / ��
<br /> D5GYPSUM BOARD 0 .., 2= 21/2t I 2 LAYERS `° 3= 3 5/8" EVERETT,WASHINGTON
<br /> -,� CEILING ;- �CEILING ---=�,- CEILINGGYPSUM BOARD 1i �-: � ill L I" „, �„. ,' /-CEILING 4= 4"
<br /> GYPSUM BOARD GYPSUM BOARD101, GYPSUM BOARD CEILING CEILING CEILING CEILING �� CEILING 6= 6"
<br /> f �/ STEEL STUDMil I� STEEL STUD h STEEL STUD II \ STEEL STUD
<br /> STEEL STUD W� STEEL STUD - I STEEL STUD _'p STEEL STUD STEEL STUD 8= 8" C'v NST
<br /> I I -,
<br /> SOUND STEEL STUD �I SOUND II SOUND II SOUND I SOUND -
<br /> PLAN I SOUND SOUND II ATTENUATION I SOUND . ATTENUATION ...- ATTENUATION ATTENUATION ATTENUATION �'
<br /> ATTENUATION a- ATTENUATION .+ BLANKET I ATTENUATION BLANKET BLANKET BLANKET BLANKET
<br /> 5 1/4" ©4„STUDKET 5 1/4" ®4"STUD 5 1/4. ®4"BsLTTET 5 7/8" ®4"STUD 5 7/8 ®4"BLANKET 5 7/8" ®4"STUD 6 1/2" 4"STUD 6 1/2" ,®4"STUD 6 1/2" ,®4"STUD 6 1/2" ,®4"STUD CONCRETE MASONRY SIZE DESIGNATION �'
<br /> 1/ r�-
<br /> EMI®6"STUD COEll 6"STUD ®6"STUD 7 7/6" ®6"STUD 7 7/811 ©6"STUD /7 7/8",®6"STUD 8 1/2" ®6"STUD / 8 1/2" /®6"STUD , 8 1/2" ,®6"STUD / 8 1/2 ,®6"STUD 4= 3 5/8" C.M.U. N .c.
<br /> 6= 5 8" C.M.U. 2/7P C
<br /> BASED ON UL#0419 BASED ON UL#U419 BASED ON UL#U419 UL#U419 FOR 2 HOUR UL#U419 FOR 2 HOUR UL#U419 FOR 2 HOUR 5 / a S,
<br /> I a A STC: 40 0 Fi b 0 F b A STC: 40 O G A FOR 1 HOUR STC: 45 G a A STC: 45 G b A STC: 45 H H A STC: 55 H a A STC: 55 H a A PWD 8= 7 5/8 C.M.U. y/7'EC"�
<br /> (2)LAYERS WIDTH WIDTH WIDTH WIDTH WIDTH 10= 9 5/8" C.M.U.
<br /> GYPSUM BOARD t (SEE PLAN) 1 1 (SEE PLAN) t I (SEE PLAN) t I (SEE PLAN) 1 I (SEE PLAN) t Architectre/Planning/Interior Design
<br /> 2 LAYERS 2 LAYERS � GYPSUM BOARD Portland wattle Los Angeles Washington DC
<br /> O O 0/PLYWOOD 2 LAYERS
<br /> SECTION GYPSUM BOARD ipp
<br /> 11:'-i-j;:::::,::'
<br /> RD - t (2)LAYERS L FIRE RATING /PARTITION I-SIGHT DESIGNATION
<br /> pi, GYPSUMGYPSUM BD925 Fourth Ave.,Suite 2400
<br /> , � 3/8"SHIM SPACEBOARDSeattle Washin ton 98104
<br /> - _ - r gE _ METAL FURRING 0 NON RATEDL CHANNEL 1 = (1) HOUR FIRE RATED
<br /> CONCRETEi -� 1. CEILING CONCRETE GYPSUM ; (PHI 206 623 9414
<br /> MASONRY
<br /> CEILING CEILING = MASONRY BOARD CEILING ��- CEILING i ( ) (FAX)206 623 7868
<br /> ,i1 ,
<br /> 04 ��- 2 = 2 HOUR FIRE RATED
<br /> � •. STEEL STUD _ STEEL STUD UNITS UNITS
<br /> STEEL STUD rrA®1 __ STEEL GYPSUM --frBOARD STEEL
<br /> 7:111::
<br /> I SOUND SOUND GYPSUM BOARD .■■ ,■�, STUDS W/ L- L BOARD -- STUDS W/ =-11-h-1:------------
<br /> ..� CEILING ,AP = PARTIAL HEIGHT PARTITION (SEE ELEVATIONS FOR PARTITION HEIGHT)
<br /> SOUND STEEL * Consultants
<br /> PLAN I ATTENUATION ATTENUATION ATTENUATION 3 5/8" 5 1/2" ®3 5 8"CMU/ BRACING* STEEL BRACING `�' S = SMOKE PARTITION - EXTEND AT LEAST ONE SIDE OF GWB TO UNDERSIDE
<br /> BLANKET BLANKET BLANKET , , UNRATED \____ C�1 HOUR \._ STUDS
<br /> 4'. STUDS ®2 HOUR STEEL
<br /> 6 1/2" " 6 1/2" f, 6 1/2" " 5 5/8" 7 1/2" ®5 5/8 CMU/ SOUND SOUND STUDS OF STRUCTURE MIN.; PROVIDE SMOKE SEALANT PER IBC 709. L�SAFETY
<br /> ©4 STUD ®4 STUD / ,®4 STUD , , UL#U906 SOUND SOUND SOUND
<br /> " " " ©7 5/8.CMU/ ATTENUATION ATTENUATION ROLF JENSEN&ASSOCIATES
<br /> 8 1/2" 6"STUD 8 1/2" ®6"STUD 8 1/2 6"STUD 7 5/8 9 1/2 UL#U901 ATTENUATION BLANKET BLANKET ATTENUATION ATTENUATION 19125 North Creek Parkway Ste 120
<br /> ' ' ' ' BLANKET BLANKET BLANKET
<br /> GENERAL NOTES: Bethel,Washington 98011
<br /> UL U420 FOR 2 HOUR '
<br /> UL#"19 FOR 2 HOUR UL#109
<br /> FOR2HOURUL#U905 FOR UL#U906 FOR 2 HOUR I /� UL#U420 FOR 1 HOUR #H b A STC: 50 H c A STC: H d A PWD M 2 HOUR M B UL#U901 FOR 4 HOUR ►v/� STC: 45 N a A STC: 45 N b A STC: 45 P A STC: 63 P b A STC: 63 1. 5/8' GYPSUM BOARD ON METAL STUDS TYPICAL UNLESS OTHERWISE NOTED.
<br /> CIVIL ENGINEER
<br /> 0 WIDTH WIDTH UL#U428 2. TILE BACKER BOARD TYPICAL AT INTERIOR TILE FINISH - SEE INTERIOR Magnusson Klemencic Associates
<br /> SHIELD PANEL ' 2 1301 Fifth Avenue,Suite 3200
<br /> IIIELEVATIONS FOR TILE LOCATION.(SEE PLAN) (SEE PLAN) RATING Seattle,Washington 98101-2699
<br /> IWIMI
<br /> ; ._ �
<br /> ■ ■■ PROVIDE ABV-CLNG
<br /> r (2)LAYERS OPENING(S)FOR BLDG I GYPSUM BD ''----- 3. SOUND ATTENUATION BLANKET TO BE R-11 BATTS (R-19 FOR 6" STUDS) W/
<br /> SECTION I _ AND EQPMT SERVICES. SOUND LANDSCAPE ARCHITECT
<br /> ,,�-'- APPDX. 0.75 PCF DENSITY.
<br /> ATTENUATIOVIII Site
<br /> - BLANKET STEEL SHAFT STUD STEEL SHAFT STUD STEEL SHAFT STUD STEEL SHAFT STUD Ste WorkshopsAle
<br /> CEILING ti (3)LAYERS 4 L WALLS EXCEPT STC 45 WITH STC RATINGS SHOIULD BE CAULKED AND
<br /> 1.-0" � - ti GYPSUM BOARD (2)LAYERS Aill (3)LAYERS RD GYPSUM BOARD AL ( TAT THE TOP AND BOTTOM. IN ADDITION STAGGERED STUD Seattle,Washington 98101
<br /> All GYPSUM BOARD GYPSUM BOA „ SEALED AIRTIGHT ,
<br /> (1)LAYER GWB 5/8"
<br /> D 1"GYPSUM BD. " " AND DOUBLE WALL STUDS (STC 58 AND 63) REQUIRED FIBREGLASS SILL
<br /> �, lipli 1 GYPSUM BD. 1 GYPSUM BD. � 1 GYPSUM BD. CONCRETE STRUCTURAL ENGINEER
<br /> SHAFT WALLIP SEALER BETWEEN THE WALL BOTTOM AND TOP PLATES AND THE STRUCTURE.
<br /> •CHEDULE EQPMT MAGNET SHAFT WALL SHAFT WALL SHAFT WALL MASONRY Magnusson Klernenac Associates
<br /> 'ARTITIO SIDE SIDE --rCEILING STEEL LINER LINER LINER LINER UNITS
<br /> W/ 1301 Fifth Avenue,Suite 3200
<br /> IPLAN I �� [ .1 I STUDS W/ 3 1/8" ,f 3 3/4" 1, 4 3/8" " 4 3/4" INSULATED CORE 5. FOR STAGGERED STUD WALLS AVOID BRIDGING TWO SIDES OF THE WALL WHERE
<br /> 2 LAYERS GWB 0 STEEL `'�`z BRACING* ®2 1/2 STUD ®2 1/2 STUD , ®2 1/2 STUD ®2 1/2 STUD Seattle Washington 98101-2699
<br /> O / OSSIBLE AS BRIDGING DEGRADES THE STC RATING SIGNIFICANTLY. '
<br /> F.T.2X4 WD FRAMING STUDS CO®2 HOUR 4 5/8" 11 5 1/4 " 5 7/8" ff 6 1/4" " 7 5/8"
<br /> J-RUNNER TRACK CONCRETE OVER ®4 STUD ®4 STUD , ,®4 STUD , , CSD 4 CH STUD Ix-
<br /> STEEL DECK1. ®16 O.C.W/ SOUND U420 6 5/8" 7 7 8" 8 1/4" 11 5/8" MECHANNCAL
<br /> ENGINEER
<br /> BENT STEEL PLATE 1,5 3/8" SOUND ATTENUATION ATTENUATION # ®6 STUD 7 1/4 .6"STUD / ,®6"STUD , ®6"STUD 6. PROVIDE LABELED GYPSUM WALL BOARD AT FIRE RATED PARTITIONS. PROVIDE CDi Engineers
<br /> INSULATION BLANKET PROPRIETARY GWB PER UL LISTING.
<br />= POUR STOP RATING Q 4200 194th Street S.W,&item
<br /> WD FRAMED ENCLOSURE UL#0420 FOR 2 HOUR UL#U499 FOR 1 HOUR UL#U428 FOR 2 HOUR I I UL#U428 FOR 2 HOUR `A/ UL#U428/529 Lynnwood,Washington 98036
<br /> METAL'L'TO HOLD TOP I FOR MR EQPMT P C A STC: 63 R A STC: 63 S v 9 9 FOR 2 HOUR "\ 7. PROVIDE 1/2" PLYWOOD AT WALL TYPES WHERE NOTED.
<br /> OF GYP. BD.- MATCH
<br /> GAUGE OF J-RUNNER ; � ��-ENI
<br /> L �� *CUT FROM THE RUNNERS,MIN 4-1/4 LONG,FASTENED TO THE STUDS WITH 2 NO.8 X 1/2 LONG SELF DRILLING, 8. AT HORIZONTAL RATED DUCT ENCLOSURES, PROVIDE PER DETAIL 17/A8.01 AND ELECTRIC
<br /> GINEER
<br /> TRACK =----,Jr---1____I-IL
<br /> J-RUNNER TRACK -� SELF TAPPING STEEL SCREWS IN EA STUD.ALTERNATE(LIMITS STUD CAVITY DEPTH TO 9-1/2"): CUT FROM GWB AS NOTED ON MECHANICAL HVAC PLANS. 720 Olive Way,Suite 1400
<br /> 9-1/2"LONG X 12"WIDE,FASTENED TO THE STUDS WITH 3 TYPE S WALLBOARD SCREWS EA STUD.VERTICAL SPACING Seattle,Washington 98101-1853
<br /> STEEL STRUCTURE
<br /> OF BRACING NOT TO EXCEED 48"D.C. 9. WHEN METAL FRAMING CONTINUES PAST INTERMEDIATE STRUCTURE - AS IN
<br /> CUT VERTICAL STUDS 1/2" W/SPRAY ON MULTI-STORY STAIR ENCLOSURES AND SIMILAR CONDITIONS. ATTACHMENT TO GENERAL CONTRACTOR
<br /> SHORT OF SPAN HEIGHT FIREPROOFING INTERMEDIATE STRUCTURE SHALL BE WITH A SLOTTED CONNECTION OR OTHER
<br /> TO ALLOW FOR DEFLECTIONL ____
<br /> MEANS SO THAT STRUCTURAL DEFLECTION WILL NOT TRANSFER LOADS TO M.A.Mortensen Company
<br /> I` 'I
<br /> Tp � 16 GA TRACK WITH(2)NO.10 SCREWS PARTITION BUG INDICATION KEY METAL FRAMING. 14719 N.E.29th Place
<br /> I EACH STUD&0.145"DIAMETER ; 19 Bellevue,Washington 98007
<br /> C--- .]
<br /> ' POWER DRIVEN FASTENER®6"OC TO SLAB ' A8.01
<br /> i ' 10. PLAN DIMENSIONS ARE TO FACE OF PARTITION ASSEMBLY, CENTERLINE OF
<br /> I COLUMN, OR FACE OF CONCRETE MASONRY UNLESS OTHERWISE NOTED.
<br /> i� . Revisions
<br /> Imo- _ t
<br /> \ , x -� ' ; t PARTITION BUG INDICATES PARTITION TYPE FOR 11. MAINTAIN FIRE RESISTANCE RATING OF PARTITIONS AROUND FIRE EXTINGUISHER
<br /> �'' LENGTH OF WALL TO WALL INTERSECTION
<br /> _-7,-T-J,...:,......,...-, � �'� ' FOR TYPICAL CONDITION, SEE DETAIL 20/A8.01.
<br /> FLOOR STRUCTURE ' ' \ '
<br /> I , , - DEFLECTION / 12. CONTRACTOR TO STENCIL FIRE RATING DESIGNATIONS ON ABOVE CEILING
<br /> I .. HEAD
<br /> 19 SHAFT WALL DETAIL DucTwo- -SEE FIRE RATED SEALANT l I 1 PORTIONS OF ALL RATED PARTITIONS.
<br /> A8.01 N.T.S MECHANICAL �: 1 , DUCT WITH RATED
<br /> � I I'i I DAMPER ASSEMBLY +I
<br /> L �I: , 13. WHERE LEAD SHIELDING IS INDICATED, REFER TO PROJECT MANUAL FOR
<br /> -
<br /> 1"GYP SHAFT LINER ON 4"CH ____-, ' RADIATION PROTECTION REQUIREMENTS. Q2 DR 15/ADDENDUM 2 03/23/09
<br /> STUDS®24"O.C.W/(2)LAYERS � 1111
<br /> ti, 5/8"TYPE'X' GWB(TRIM GYP.BD. _ • 4E1 - 14. PROVIDE CONTROL JOINT IN GWB PARTITIONS AS SHOWN ON INTERIOR �4 DR 17/ADDENDUM 4 05/15/09
<br /> TOL ELEVATIONS AND AS NOTED IN SPECIFICATIONS.
<br /> SUPPORT FROM STRUCTURE CONSULT L5 DOCUMENT RELEASE 18 07/08/09
<br /> FOLLOW
<br /> Lo
<br /> • RUCTU
<br /> -
<br /> DECK), i � �
<br /> ABOVE 1 4"- 16 GA STUD KICKER : r ROOM 15. FRAME AROUND BEAMS/ STRUCTURAL ELEMENTS AS OCCUR AT RATED 06 WCP 021 12/11/09
<br /> I CO 4' o"OC ' A3007 N
<br /> : 1 - REFERENCE X/A8.XX i �t SIM CONDITION - PARTITIONS TO MAINTAIN RATING/ SMOKE SEAL INTEGRITY OF PARTITION.
<br /> x :...:....:.. .: .. RECORD DRAWINGS 01/20/12
<br /> l , I
<br /> r (DOUBLE KICKER EACH SIDE OF DUCT 1
<br /> m\ �` WHERE WIDER THAN A 4'-0") f: 16. SEE 4/A8.02 FOR WALL BACKING INFORMATION. REFER TO BACKING PLATE
<br /> CV\ ,,,
<br /> - - - i
<br /> r\
<br /> i
<br /> ' j. A3007 NOTES ON 1/A8.02 FOR ADDITIONAL BACKING REQUIREMENTS.
<br /> FIRE RATED SEALANT 1"GYP.SHAFT LINER ON 4"CH X11 - ' 11 17. PROVIDE IMPACT RESISTANT GYP. BD. SECLUSION ROOMS C0065, C0067,
<br /> STUDS®24"O.C. W/(3)LAYERS HOLD , I '� t f;t \ / C0068, AND C0071, OVER PLYWOOD; BEHIND ALL RIGID VINYL WALL PANELS
<br /> 1: INSTALL SOUND BATTS WHEN PARTITION W/DEFLECTION HEAD ENCLOSURE
<br /> 5/8 TYPE X GWB
<br /> SCHEDULED WALL CALLS FOR THEM (WHERE OCCURS) AS HIGH AS , ; j; (WPL) THROUGHOUT BUILDING; AND BEHIND ALL LINOLEUM WAINSCOT. REFER TO
<br /> RECESSED POSSIBLE � z� [ �, U U
<br /> EQUIPMENT OR INSTALL 1HR. OR 2HR. ASSEMBLY /w : , I{ 49 FINISH SCHEDULE FOR LOCATIONS OF WPL AND LINOLEUM.
<br /> SPECIALTY- ,�� (DEPENDING ON ADJACENT lo 1
<br /> INSTALL PER WALL)PER UL DESIGN NO. U419 i 18. DIFFERING PARTITION TYPES SHALL ALIGN SO THAT WALL PLANES CONTINUE
<br /> MANUFACTURERS (USE 1-7/8"STUDS FOR EITHER) A3008 UNBROKEN.
<br /> INSTRUCTIONS "GYP.BD. (CO1 HR. / '
<br /> 3/4 G ( ) REFER TO I 4.
<br /> NOTES: � F � I i 0 CONSULT 19. IN CASES WHERE TWO DIFFERENT CEILING HEIGHTS ABUT PARTITIONS THE
<br /> f 1-7/8"METAL STUD FRAMING 1.CONSTRUCT RATED DUCT ENCLOSURE PER TEST N0.WHI-495 PSH 0154/0167. REFLECTED ' �: dD ROOM
<br /> CEILING PLAN ' � - PARTITION SHALL EXTEND ABOVE THE HIGHEST CEILING INDICATED.
<br /> �, _ METAL STUD FRAMING http://www.usg.com/products/proddetails/shaftwall/publish/CAD files/cad/PDF/210duct.pdf 4 { A3008
<br /> FOR CEILING i I SEE FLOOR Drawing Title
<br /> 2.INSTALL 90 MIN.FIRE RATED STEEL ACCESS PANELS WHERE REQUIRED PER HEIGHTS ; I I' PLAN FOR Y PLAN DIMENSION ARE LOCATED BY TYPICAL
<br /> SOUND BATTS WHERE THEY OCCUR I' r.
<br /> MECHANICAL DRAWINGS � 20. DOORS NOT LOCATED B
<br /> ' I' PARTITION
<br /> {l L TYPE. DIMENSIONS SHOWN ON JAMB DETAIL 1/A8.11. PARTITION
<br /> 1 1 /r/ TYPES,
<br /> REFER TO ADJACENT DETAIL � �
<br /> FOR ADDITIONAL NOTES RE: "' f 21. PARTITIONS INDICATED AS FIRE OR SMOKE RATED FORM A SEPARATION THAT RATED PARTITION
<br /> PARTITION CONSTRUCTION 1 ' ;I SHALL BE CONTINUOUS FROM FLOOR TO SLAB ABOVE WITH NO BREAKS AT DETAILS
<br /> SCHEDULED COLUMNS, WALL TRANSITIONS OR OTHER OBSTRUCTIONS.
<br /> PARTITION
<br /> 20 RATED WALL DETAIL @ RECESSED EQUIPMENT 17 2HR RATED HORIZONTAL DUCT ENCLOSURE 15 2 HR RATED STEPPED VERTICAL SHAFTS 22. PENETRATIONS IN RATED WALLS OVER 16 SQ. INCHES SHALL BE BACKWRAPPED
<br /> A8.01 N.T.S A8.01 N.T.S. A8.01 SCALE: N.T.S. WITH 5/8" TYPE 'X' GYP. BD. OR U.L. LISTED FIRE STOP PUTTY PADS.
<br /> UNPROTECTED PENETRATIONS UNDER 16 SQ. INCHES SHALL NOT EXCEED 100
<br /> SQ. INCHES TOTAL FOR EACH 100 SQ. FEET OF WALL AREA. WHERE SUCH
<br /> - UNPROTECTED OPENINGS OCCUR ON OPPOSITE SIDES OF THE WALL SEPARATE
<br /> v • •
<br /> d a THESE OPENINGS BY MIN. 24 INCHES.
<br /> FIRE-RATED U.L.LABELED FIRE . d 10654•
<br /> \77L
<br /> ISED
<br /> STOPPING. COORDINATE W/ ° ° a 23. BRACE FLANGES OF STUDS BETWEEN TOP OF GYP. BOARD AND STRUCTURE
<br /> '\17'\PARTITION RATING. ° ° ,, WHEN UNBRACED LENGTH OF STUD EXCEEDS 3'-0".
<br /> 1"GYP.BD.LINER PANELTODD A. STINE
<br /> i -E. /
<br /> UNDERSIDE OF P T SLAB
<br /> .4------,.••:•:,:,{ ji
<br /> / 24. STUD SIZES INDICATED ON WALL PARTITION TAGS ARE FOR COORDINATION WITH
<br /> (,
<br /> STATE OF WASHINGTON
<br /> ,:
<br /> METAL C-H STUDS 4 ,: MEP ONLY. CONTRACTOR TO BE RESPONSIBLE FOR PROPER STUD GAGE,
<br /> l FIRE CAULK,TYP. SPACING, TYPE TO ACHIEVE MAX DEFLECTION OF L/240, GIVEN VARYING FLOOR
<br /> TO FLOOR HEIGHT, EQUIPMENT LOADING, AND LOADING OF CASEWORK AND
<br /> • -• RATED PARTITION ACCESSORIES, AND ADDED WEIGHT OF LEAD SHIELDING, PER THE FOLLOWING
<br /> .7,,
<br /> CONT.J-STUD
<br /> (OR EQUAL) I.C.B.O. REPORTS:
<br /> - L LABELED TRACK-ANCHOR TO DEC - #ER-4943PDate: NOVEMBER 0,2008
<br /> x •
<br /> TYP
<br /> .. . ...:.::.:.. :. .:,.. ..:: ''. : - . ... .... .. FIRE RATED U
<br /> (n "S S M AI.C.B.O.B O - (STUDS AND TRACKS) 3
<br /> Q �, FIRESTOPPING. "ITW RAMSET/REDHEAD" I.C.B.O. #1639 (POWER DRIVEN PINS)
<br /> i • COORDINATE W/FLOOR W ff Job No: 580613.02
<br /> �, r EE
<br /> GYPSUM BOARD
<br /> o - RATING. SHAFT WALL, TYP. Drawn By:
<br /> ao
<br /> Q �� 5/8"TYPE'X'GYPSUM Checked By:
<br /> BOARD, TYP.
<br /> �,X •
<br /> 2CH STUDS,-' /2,1 DS,TYP.
<br /> 1
<br /> A 2 LAYERS TYPE X GWBY. • Drawing No.
<br /> NOTE: PENETRATIONS IN OK
<br /> V S • •. • - .a • FIRE-RESISTIVE WALLS, PARTITIONS
<br /> `` = AND FLOORS WHERE PROTECTED
<br /> OPENINGS ARE REQUIRED,SHALL BE °I '
<br /> ;.
<br /> N°� TEST N0.WHI-495 PSH
<br /> FIRE STOPPED USING APPROVED -
<br /> N.. MATERIALS PER SPECIFICATION I
<br /> � 0154/0167 BY USG RATED FLOOR ASSEMBLY CONT.CORNER BEAD,TYP.
<br /> o c, http://www.usg.com/products/proddetails/shaftwall/publish/CAD files/cad/PDF/208crdr.pdf SECTION 078400(FIRE STOPPING).
<br /> A8•01
<br /> SHEET ISSUED FOR REFERENCE
<br /> ,, �� CONSTRUCT IN ACCORDANCE WITH UL DESIGN No.U469
<br /> Qu
<br /> o
<br /> N, 21 2-HOUR RATED CEILING DETAIL 18 PENETRATIONS OF RATED ASSEMBLIES 16 1 HOUR RATED SHAFT ENCLOSURE
<br /> ry 0 u; A8.01 3"=1'-0" A8.01 N.T.S. A8.01 SCALE: 3f,= 1-0
<br /> ow 1700 13th St-PGMC 2"°Floor Surgery-B1406-017
<br />
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