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<br /> Key Plan:
<br /> EXISTING STRUCTURE ABOVE EXISTING STRUCTURE ABOVE EX1ST►NG STRUCTURE ABOVE PART I T I ON LE G E N D
<br /> WALL TAG LEGEND STUD SIZE CMU SIZE ��
<br /> � EXISTING ` �
<br /> `�-=—DIAGONAL BRACWG TO DECK ABOVE CONSTRUCTION--��� � �=DIAGONAt BRACING TO DECK ABOVE � �DIAGONAL BRACING TO DECK ABOVE FIRE RATING �-1/5/8" 6—5 5l8"
<br /> � • (BLANK=NON-RATED) 2—21/2" 8—7 518"
<br /> �, 3-35/8" 10-9518"
<br /> FINISHED CEILING LEVEL, `- - WALL TYPE p NUMBER OF SOARDS 4—4" 12—11518"
<br /> � FIPIISHED CEILING LEVEL, `- FINISHED CEILING LEVEL, 6—6" General Notes:
<br /> HEAD � SEE RCP FOR CEILING TYPE&HEIGHT HEAD SEE RCP FOR CEILING TYPE&HEIGHT HEAD (BLANK=NO BOARD) All wak to be carried out in accadance with the US Intemational Builciiiny Code,�oca�
<br /> SEE RCP FOR CEILING TYPE&HEIGHT 8—$" au�ding codes and safety Reyu�ations,water,E�ecaia►y reyu�a6ons and aI�omer �
<br /> � '" ALUMINUM FRAME SYSTEM relevant Authorities requirement concemed.
<br /> �� OR EQUAL COMMENT STUD/CMU SIZE All wak to be carried out in a professional 8 waicmanship I�ce manner according to the
<br /> plans 8 speafication. ,
<br /> , Do not scale off tlie draxrirgs unless othervrise stated and use fgured dimensions in �
<br /> r,., GLAZING HEADER,MOUNTED TO preterence.
<br /> CONTINUOUS BLOCKING X SOUND ATTENUATION BATTS,AS SCHEDULED All dimensions are to be c�edced&verified on site before the com�t of any
<br /> ' r Q SOUNDPROOF BOARD,AS SCHEDULED watc,a►I dimensions&levels�e subject to fin�survey and set-out.
<br /> 20 GAUGE STEEL STUDS @ ' � �_ �ou�not be�r�9aduced either�n�aR or whd�e9without the uimitten oons�this fimt. ,'
<br /> 16"O.0 ALUMINUM FRAME BEYOND � p
<br /> PLAN PLAN PtAN
<br /> 5/8"TYPE X GYPSUM WALL 20 GAUGE STUD CHANNELS 16"
<br /> � WALL TYPES CLIENT:
<br /> � BOARD PER WALL TYPE BELOW 5 O.C.. SEE PLAN FOR STUD °u GLAZING,SEE SCHEDULE AND 2�_p�� INE OF END OF PLANTER BEYOND
<br /> ; ,: SIZING. DETAILS „ A STUDS:EXTEND FULL HEIGHT TO DECK
<br /> I £ ���; � 314 LAMINATED TOP CAP.
<br /> - SPEC:WILSONART BLACK VELVET GWB:EXTEND FULL HEIGHT TO DECK
<br /> B STUDS:EXTEND FULI HEIGHT TO DECK
<br /> 1 15505-31 GWB:EXTEND 6"ABOVE CEILING
<br /> ! �
<br /> HORIZONTAL WOOD STRUCTURE FOR C STUDS:EXTEND TO UNDERSIDE OF CEILING
<br /> PLANT SHELF GWB:EXTEND TO UNDERSIDE OF CEILING 7
<br /> NOTE:SEE GIAZING DETAILS E STUDS:EXTEND FULL HEIGHT TO DECK
<br /> 5/8"GYPSUM WALL BOARD � FOR THIS PARTITION TYPE 1 LAYER OF 1l2"PlYW00D,APPLY GWB: SIDE 1 EXTEND 6"ABOVE CEILING
<br /> ' Z WALLPLANKS NATURAL WALNUT AT SIDE 2 EXTEND TO DECK
<br /> O
<br /> � �_- EXTERIOR.GG TO PROVIDE WALNUT F FURRED OUT WALL ��
<br /> 1/2"CLEAR TEMPERED GLASS > m WALL PLANK GGLASS PARTITION
<br /> STEEL STUD RUNNER TO MATCH STEEL STUD RUNNER TO MATCH � �" WOOD STRUCTURE. H PARTIAL HEIGHT,SEE ELEVATIONS
<br /> BASE GAUGE OF STUD, BASE GAUGE OF STUD, BASE w z
<br /> SECURED TO SLAB SECURED TO SLAB � ALUMINUM FRAME SYSTEM W O S SHAFT WALL
<br /> OR EQUAL � � CH CHASE WALL
<br /> w M MASONRY UNIT
<br /> BASE,SEE FINISH SCHEDULE BASE,SEE FINISH SCHEDULE GLAZING SHOE,SEE � INISH FLOORING.
<br /> DETAILS � (SEE FINISH PLAN) PARTITION TYPES
<br /> TOP OF SLAB �� TOP OF SLAB 6 � TOP OF SLAB F ,
<br /> � N�- � �� STRUC. ,
<br /> �r � `� �;
<br /> ' a'.. ' ' . . . � .,. �' , . , .d . . . . . . ` a .� �� � • • ' � • � .c f' i - �
<br /> . ' '�a � . . _ � �. °•��� � . , . . • � . � a � . , - � � �. ' . . . ,
<br /> ' �. . . . ,. � � � ... . � . . . . . •.Q ' + . . -''1 ., . . . � .' . .' '. . - � ' .. � , - � 'n�� � . . . . e • . . � . . �
<br /> ' ____ . .._. .. .._ . __._ ._ ..._._. _ .... __. .... ... .... .....___.... �
<br /> METAL STUD INTERIOR PARTlTION METAL STUD INTERIOR FURRING GLASS INTERIOR PARTITION PARTITION AT PLANTER �EILING ,.
<br /> ,
<br /> . ��
<br /> For Non-Rated STC 60 For Non-Rated Non-Rated Non-Rated � L!J K E O
<br /> r R
<br /> 518"Gypsum Wall Board Both Sides Metat Stud Furring (see ptan), 5/8"Gypsum Wall Board One Side 5l8"Gypsum Wall Board Both Sides at Header 1/2" PLYWOOD
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<br /> A B C E F G H FLOOR Stamp:
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<br /> B � � A � �r„ � t. . ,'e,�� � ''
<br /> A A I I • �� � '
<br /> �� AT SINGLE BRACE-FASTEN METAI STUDS(PER ICC ES REPORT ESR-3064P), � � ,�~� �� <
<br /> °y'' 3"X 3"X 3"ANGLE ANGLE TO BRACE WITH(4)NO � ( MAXIMUM HEIGHT 20'-0°
<br /> � IOS�REws PARTITI�N NOTES r�:�� �;,����� �
<br /> (20 GAGE MINIMUM), I ( c?.•r� '' �
<br /> � w FINISH MATERIALS VARY MAXIMUM WEIGHT `'"'i'"���y:'��:;i�1�:lt;;�I
<br /> FASTENED TO TRACK � AT DOUBLE BRACE-FASTEN z (
<br /> AND BRACED PER a � LL I EQUAL TO 2 LAYERS GYPSUM BOARD EACH
<br /> � DOUBLE BRACE TO BOTH O O • _
<br /> DETAIL AT RI6HT = � v Z SIDE PLUS APPLIED FINISHES) 1.ALL GYPSUM BOARD IS 5/8"TYPE'X'THICK U.O.N.
<br /> o ANGLES WITH(6)NO 10 SCREWS z a � o � � 2.ALL METAL STUDS ARE 16"O.C.U.ON. %' � �- � `—
<br /> 20 GAGE MINIMUM 00 THROUGH BRACE AND BOTH � Q � � 3.ALl METAL STUDS ARE 20 GA U.O.N. � � �
<br /> DEEP LEG TRACK OR ANGLES � o o J � � 4.ALL FIRE RATED PARTITIONS MUST CONFORM TO MINIMUM REQUIREMENTS OF THE LISTED
<br /> SLOTTED TRACK � � � � a � � FASTENERS: T E S T E D A S S E M B L Y UNL E S S M O R E S TRIN G EN T R E QUIR EM ENT S AR E DE SI GNATED BY DETAIL. �
<br /> Z ? � p AT PlYWOOD f100R(MINIMUM 3/4" 5.ALL ACOUSTICAL STC RATED PARTITION CONSTRUCTION EXTENDING TO THE BOTTOM OF
<br /> a o Z g � � C�x): STRUCTURE SHALL HAVE ALL PENETRATIONS AND INTERSECTIONS SEALED AIR TIGHT WITH
<br /> fOR WALLS TO 10'-0"- J � .:, Q o PROVIDE(2)NO 8 X 1"WOOD SCREWS ACOUSTICAL SEALANT.
<br /> BRACE WITH 3625137-33 � � u �`L" n�. � � AT 24"MAXIMUM OC STAGGERED 6.FIRE RATED SEALANT SHALL BE USED AT FIRE RATED PARTITIONS.ALL RECESSED BOXES
<br /> , METAL STUDS,CUT p a — �
<br /> AT 8'-0' MAXIMUM O.C.AND AT F- a � a "' I I FOR 1 LAYER GYPSUM BOARD EACH SHALL BE SEALED AND RUNNERS SHALL BE SET Itd 2 BEADS OF SEALANT.
<br /> EACH WALL END.ALTERNATE 3/4"SHORT FOR � � o
<br /> 3/4"DEFLECTION
<br /> � ? AT SINGLE BRACE-fASTEN � o N � � � SIDE,16"MAXIMUM OC STAGGERED 7.ALL ROOMS WITH PLUMBING FfXTURES SHALL BE CONSTRUCTED WITH WATER RESISTANT
<br /> DtRECTION OF BRACES ALONG � g ANGLE TO TRACK WITH(8)NO 10 � Q a u � FOR 2 LAYERS GYPSUM BOARD EACH GYPSUM BOARD U.O.N.
<br /> LENGTH Of WALL WHERE a � SCREws o Z Q W o � � SIDE 8.COORDINATE PARTITION CONSTRUCTION WITH FINISH PLANS.
<br /> FINISH MATERIALS VARY g � � _ LL Y m
<br /> POSSIBLE. (MAXIMUM WEtGHT o - J Q o Q � 9.PROVIDE 18 GA.METAL REINFORCING PLATES OR WOOD BLOCKING FOR ALL WALL MOUNTED
<br /> fOR WALLS TO 15'-0"- o AT DOUBLE BRACE-FASTEN(2) � � W oc � I I AT CIP CONCRETE AND POST- CONSTRUCTION.
<br /> EQUAL TO 2 LAYERS "v, N ANGLES TO TRACK WITH(8)NO � p � � > TENSIONED CONCRETE FLOOR:
<br /> BRACE WITH DOUBLED 362S137- r, 10.EXTEND GYPSUM BOARD CONSTRUCTION TO BOTTOM OF STRUCTURE IN ALL ROOM
<br /> 33 AT 8'-0"MAXIMUM O.C.AND GYPSUM BOARD EACH 10 SCREWS AT EACH ANGIE a � " O � � ( PROVIDE HiLTI X-U 0.157"DIAMETER WITHOUT FINISH SUSPENDED CEILING.FINISH GYP.BD.EDGE WITH J BEAD AND SEALANT. �
<br /> A T E A C H W A L L E N D.A L T E R N A T E SIDE PLUS APPLIED POWDER-ACTUATED FASTENERS,
<br /> DIRECTION OF BRACES ALONG FINISHES) � � 11.ALL GYPSUM BOARD PARTITIONS SUPPORTING WALL HUNG CABINETS,SHELVING,OVERHEAD
<br /> EMBED 3/4"PER ESR-2269.24" BINS AND FURNITURE SHALL HAVE 20 GAUGE STUDS SPACED AT 16"O.C.WITH FLAT GAUGE
<br /> LENGTH Of WALL.FASTEN I ( MAXIMUM OC STAGGERED FOR 1 BLOCKING.
<br /> DOUBLED STUDS TOGEfHER � � � LAYER GYPSUM BOARD EACH SIDE, 12.BRACE ALL METAL STUD PARTITIONS AT ALL LOCK SIDES OF DOORS,WHERE DUCTS
<br /> WITH NO 8 SCREWS AT 24" � � 16"MAXIMUM OC STAGGERED FOR 2 INTERFERE WITH METAL STUDS GOING TO UNDERSIDE OF SLAB ABOVE AND WHERE CALLED
<br /> ( FOR ON DRAWINGS.
<br /> MAXIMUM O.C.. v v � � Z Q LAYERS GYPSUM BOARD EACH SIDE •�
<br /> — N � � 13.PROVIDE CONTROL JOINTS IN GYPSUM PANEL RUNS EXCEEDING 30'OR MORE FOR WALLS
<br /> �A SECTION ACROSS PARTITION B SECTION ACROSS BRACING , AND CEILING WITHOUT PERIMETER RELIEF,(50'WITH PERiMETER RELIEF)AND AT ALL
<br /> � T INTERSECTIONS WITH BUILDING CORE,EXTERIOR WALLS,COLUMNS AND WHERE � PERMIT SET REVIEW 01/04/18
<br /> RECOMMENDED BY MANUFACTURERS'WRITTEN INSTRUCTIONS.COORDINATE LOCATIONS REv DESCRIPTION D,4TE BY CHK
<br /> 5 TOP OF PARTITION WHERE BRACED TO STRUCTURE ABOVE 3 PARTITION TO FLOOR CONNECTION FOR SEISMIC SITUATION 14.TAPE AND SPACKLEEALL JOINTS IN DRYWALL,INCLUDING JOINTS ABOVE THE CEILING.
<br /> 3"=1'-0" 3"=1'-0" 15.PROVIDE DOUBLE STUDS AT BOTH JAMBS AND HEADER OF ALL DOOR FRAMES. �
<br /> NON—STRUCTURAL STEEL 7015thAve., Suite6730
<br /> PART I T I 0 N S L I M I TS Seattle WA 98104 USA
<br /> _ +� 2os 270�000
<br /> � www.unispace.com ,:
<br /> � � Client!Project Name/Address:
<br /> (SCHEMATIC)STRUCTURE (SCHEMATIC)STRUCTURE / \
<br /> ' � � 30 MILS STUDS @ 5 PSF 33 MILS STUDS @ 5 PSF
<br /> (2)12�A�E (25 GA NOMINAI) (2D GA NOMINAL)
<br /> WIRES � ATfACHMENTOFSPLAYWIRESTOSTRUCTURE: FLUKE LOBBY
<br /> AT 4'-0"OC MAX � — � SEISMtC DESIGN CATEGORY C,D,E, STUD SIZE STUD ��MITING WALL HEIGHT STUD SIZE STUD ��MITING WAII HEIGHT '
<br /> ALONG AT STEEL STRUCTURE: AND F: SPACING SPACING
<br /> A�L WIRES pARTITION BEAM CLAMPS. STEEL-ONLY DECK: 69ZO SEAWAY BLVD, EVERETT,WA �
<br /> TWISTED 3 TIMES 4„M� � M
<br /> AT EACH PARTITION ATTACHMENT (12)NO 10 SCREWS 1625125 12" 9'-11" 1625125 12" 10'-4' v�
<br /> — AT CIP CONCRETE STRUCTURE: � ' _
<br /> ATTACHMENT � CLIP AT 4'-0"OC, s ANGLE 8"X 3"X 8" (1-5/8") (1-5/8") ��
<br /> EMBED THRICE-LOOPED WIRE EMBEDDED INTO 16' 9'-2 16 9'-8" '
<br /> POINT MAXIMUM SEISMIC DESIGN CATEGORY A B C LONG LLH(20 GAGE r
<br /> �Y>c CONCRETE(10"MINIMUM EMBEDDED LENGTH). ' � � � L
<br /> OR D,E,AND F: MINtMUM) :
<br /> 24" 8'-3" 24" 8'-9" Drawing Title: �,
<br /> STEELAND CONCRETE DECK: �
<br /> CEILING MANUFACTURER'S CLIP FASTENED TO SEISMIC DES�GN �
<br /> (4)HILTI X-U 0.157 DIAMETER
<br /> CONCRETE WITH POWDER-ACTUATED FASTENERS. pOWDER-ACTUATED fASTENERS, CATEGORY C,D,E,AND F: 2505I25 12" 13'-2" 2505125 12" 13'-11" a
<br /> ' EMBED 1 1J2",MINIMUM 4" (5)NO 1�SCREWS �2 1�2��� 16" 12'-1" �2 1�2 � 16" 12'-10" Y
<br /> AT PRECAST OR POST-TENSIONED CONCRETE: —'
<br /> ACOUSTICAL CE►LING � � , SPACING PER ESR-2269
<br /> ,1 r, CEILING MANUfACTURER S CIIP,FASTENED TO PARTITION DETAILS LL
<br /> FOAM TAPE TO PLUG CASIPIG BEAD CONCRETE WITH(2)5/16 TAPCON SCREWS 24" 10'- 24" 11'-7"
<br /> �
<br /> GAPS AT SUSPENSION EMBEDDED 2"PER ESR-2202. 3505125 12" 17'-1" 3505125 12" 17'-10" �
<br /> SYSTEM .
<br /> REVEAL-PAINT AT OPEN WEB 1015T5 OR TRUSSES: (3-5/8") (3-5/8")
<br /> BLACK OR MATCH GENERAI NOTES: 16" 15'-8" 16" 16'-5" u
<br /> WIRE LOOPED AROUND BOTTOM CHORD. g'_0"OC MAXIMUM BRACE SPACING 24" 14'-0" 24" 14'-9" o
<br /> TOP TRACK,20 GAGE Status: �
<br /> EXISTING TENANT
<br /> MINIMUM,PAINT FLAT STANDARD AT WOOD JOISTS(2"NOMINAL MINIMUM PERMIT REVIEW o
<br /> BLACK CONDITION(BOTH WIDTH): BRACE OF STUDS(OR DOUBLED STUDS)AT TOP OF PARTITION PER DETAIL 4005125 12" 19'-0" 4005125 12" 19'-li" m
<br /> SIDES OF PARTITION) 1/4"DIAMFfER X 3"LONG CLOSED-EYE SCREWS (4") (4"} �
<br /> �� 20 GAGE MINIMUM DEEP LEG TRACK OR SLOTTED TRACK TO ALLOW 3J4"DEFLECTION.MAINTAIN 16" 17'-6' 16" 18'-4" Drawn By:KNR Checked By:APC ?
<br /> WITH 1 MINIMUM PENETRATION. DEFLECTION CAPACITY AND fIRE-RATING AT ALL STRUCTURAL MEMBERS Scale: AS i�dIC2�2d Date: 02/27/18 r
<br /> OR 24" 15'-7" 24" 16'-5" �
<br /> (3)STAPLES MINtMUM ONTO LOOPED WIRE INTO
<br /> 1 ' Project Number. �EA�Ooo��� �
<br /> SIDE OF JOIST. STUDS CUT 3/4"SHORT TO ALLOW 3/4"DEFLECTION �
<br /> 6005125 12" 25'-6" 600S125 12' 26'-9'
<br /> �� �� NOTE:UON ALL POWDER-ACTUATED fASTENERS t6"> 16" 23'-2" (61'l 16" 24'-6" N
<br /> t A } PTN ORIENTED PERPENDICULAR OR DIAGONAL TO CEILING TEES ( B ) PARTITION ORIENTED PARALlELTO CEILING TEES APPLY OR PATCH FIREPROOFING(WHERE FIREPROOFING IS REQUIRED)AFTER INSTALLATION OF TRACK OR T ' Drawina Number: Revision: �
<br /> �/ \.J HILTI PER ES REPORT ESR-2269. STRAPS
<br /> 24" 20'-3" 24" 21'-7" �
<br /> 0
<br /> N
<br /> �
<br /> INTERSECTION OF NON-RATED PARTITION BRACED TO DECK "or�s: • " -
<br /> - ASSUMED ALLOWABLE DEFLECTION=L/240 W
<br /> 4 PARTITION HEAD ATTACHED TO SUSPENDED ACOUTICAL CEILING SYSTEM � 3"=1'-0" - PROVIDE STUD BRIDGING AS REQUIRED BY GOVERNING CODES AND REGULATIONS �� � r
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