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�SOLIDWOODSHIM PARTITION LEGEND � ��
<br /> �� ,�METAL CORNER BEAD ��IS ���
<br /> .%;% ,� � �.,/ ,</.� -�� j ;i;i, ./ ! �/ �� � �� „ ,� ��j�� 'i /
<br /> /' �/ '/, /� ;i /• % ,,i � �/i .�� %"�%� � �% � /' / / i;�
<br /> �� i� ,,, i , %/,i %; ;�,i,, '�i, ,,��' %i i � ��% �% - 18 GA. MTL,STUDS MAX. 16 % � �;!-ii _ ,�,� ,=-- �
<br /> ti-, ,��� ,,�-,v„�-< %�,! ',; ,;; , �r�,'i�?�-; � ,��/ ;" ��� � O.C. � � ��,; � 701 5th Ave., Suite 6730
<br /> , � ,�; ---T , ,. ;, .. „ , ,. , � ,
<br /> , , � � , ; . „�-
<br /> , ��� � � � o o � �� WALL TAG LEGEND STUD SIZE CMU SIZE
<br /> Sim '� �"�� _ �� � � Sim �� �EXISTING STRUCTUREABOVE Seattle WA 98104 USA
<br /> 6 EXISTING STRUCTURE ABOVE - 2-1/2 X 2-1/2'X 3/8' STL 6 5� „ „ +1 206 270 7000
<br /> 6-00 � �����' DIAGONAL BRACING TO DECK ABOVE � � TUBE @ PARTITION ENDS 6-00 �� '� �� DIAGONAL BRACING TO DECK ABOVE O-7I$ 4-3 5I8 �.unispace.com
<br /> � AND INTERMEDIATES,5'-0" %' %FIRE RATING �� ��
<br /> _ - 1 - 1 5/8 6—5 5/8
<br /> � .
<br /> �—__
<br /> _� �� o.c. Max.wE��To 2-�12"x � � ' (BLANK = NON-RATED) 2—2112" 8—7 5l8° � =� �� �� � � � � � `
<br /> � `�� �, 2-112"X 318"STEEL PLATE. � ��� ��
<br /> HEAD � —FINISHED CEILING LEVEL, FINISHED CEILING SECURE TO SLAB WITH HEAD � —FINISHED CEILING LEVEL, WALL A NUMBER OF BOARDS 3-3 5/8�� 10—9 5/8° Consultants:
<br /> SEE RCP FOR CEILING TYPE&HEIGHT LEVEL, ,�;= SEE RCP FOR CEILING TYPE&HEIGHT 4-4 12—11 5/8
<br /> SEE RCP FOR 3/8"�X 1-1/2"EMBEDMENT ��� TYPE (BLANK=NO BOARD) „
<br /> CEILING TYPE& ANCHORS. --3-518"MIN. MTL STUD FRAMING, REFER TO y 6—6
<br /> HEIGHT C � NON-STRUCTURAL STEEL LIMITS CHART FOR COMMENT- �-STUD/CMU SIZE $-8��
<br /> � o
<br /> SIZE, GAUGE,AND SPAN
<br /> �� ��� EXAMPLE: X= SOUND ATTENUATION BATTS, AS
<br /> 3-518"MIN. MTL STUD FRAMING,REFER --WALL PER SCHEDULE �� _ 1 LAYER OF 5/8"GWB, BOTH SCHEDULED
<br /> TO NON-STRUCTURAL STEEL LIMITS �� SIDES TO CEILING
<br /> PLAN I� CHART FOR SIZE,GAUGE,AND SPAN PLAN '
<br /> PLAN _
<br /> _,
<br /> --1 LAYER OF 5l8"GWB TOP � SOUND INSULATION BATT AS SCHEDULED, WALL TYPES
<br /> �--1 LAYER OF 5/8"GWB, BOTH CAP SEE PARTITION TYPE LEGENDS AND
<br /> '� �� SIDES TO CEILING -20 GA.SILL STIFFENER, FULL = PARTITION PLAN A STUDS: EXTEND FULL HEIGHT TO DECK
<br /> � %� �ENGTH oF wa�� o GWB: EXTEND FULL HEIGHT TO DECK
<br /> �� w — 3�s°CLEAR TEMPERED GLASS IN g STUDS: EXTEND FULL HEIGHT TO DECK
<br /> \ �-2X CONT. PLATE FULL WIDTH � RECESSED ALUMINUM GLAZING U- GWB: EXTEND 6° ABOVE CEILING
<br /> OF WALL w CHANNEL;CLEAR SILICONE AT
<br /> � ;_-SOUND WSULATION BATT AS � VERTICAL JOINTS AND ENDS C STUDS: EXTEND TO UNDERSIDE OF
<br /> �� SCHEDULED,SEE PARTITION TYPE J /�WALL PER SCHEDULE � CEILING
<br /> ,� ; LEGENDS AND PARTITION PLAN z � �-2-1/2"X 2-1/2"X 318"STL TUBE � GWB: EXTEND TO UNDERSIDE OF CEILING
<br /> � � m j @ PARTITION ENDS AND p
<br /> Q � � ---RECESSED ALUMINUM CHANNEL E STUDS: EXTEND FULL HEIGHT TO DECK
<br /> STEEL STUD RUNNER TO MATCH w c� INTERMEDIATES,5'-0"O.C. Q j „
<br /> BASE GAUGE OF STUD, w o MAX.WELD TO 2-1/2"X 2-1/2"X J BASE GWB: SIDE 1 EXTEND 6 ABOVE CEILING,
<br /> � � 318"STEEL PLATE. SECURE TO w SIDE 2 EXTEND TO DECK
<br /> - _ SECURED TO SLAB w o I SLAB WITH 3/8"�X 1-1/2" � F FURRING
<br /> � � � , o —FINISH FLOORING, SEE FINISH
<br /> � Io
<br /> �
<br /> PLAN .
<br /> ��
<br /> � R
<br /> � Sim ---gASE, SEE FINISH SCHEDULE I EMBEDMENT ANCHO S. �,., GWB. 6 ABOVE CEILING, EXTEND FULL
<br /> 6-00 � � ,�BASE, SEE FINISH SCHEDULE � i HEIGHT TO DECK FOR OPEN CEILING.
<br /> �, BACKER ROD AND CAULK � ---TOP OF SLAB G GLASS PARTITION
<br /> �-! ; ' ,—TOP OF SLAB
<br /> j ; �TOP oF s�aB /�� H PARTIAL HEIGHT, SEE ELEVATIONS
<br /> � � _ � ° a � o �
<br /> � � � = a a a � � a ° �
<br /> � � � � _ � � � � � J� a S SHAFT WALL
<br /> , a � r � � � � . - _ CH CHASE WALL
<br /> METAL STUD INTERIOR PARTITION PARTIAL HEIGHT INTERIOR PARTITION RELITE & METAL STUD M MASONRY UNIT
<br /> INTERIOR PARTITION
<br /> For Non-Rated STC 60 For Non-Rated STC 60 For Non-Rated STC 60 PART I T I 0 N TY P E D I AG RAM
<br /> 5/8"Gypsum Wall Board Both Sides 5l8"Gypsum Wall Board Both Sides 518"Gypsum Wall Board Both Sides
<br /> PARTITION TYPES
<br /> STRUC.
<br /> � -- ------- ._ . , CEILING
<br /> � �
<br /> ;
<br /> �
<br /> j --� � ,
<br /> PARTITION TYPES ! �'��
<br /> SCALE: 1"= 1'-0" � � ��
<br /> - �- -- - --
<br /> C F H J L FLOOR
<br /> ', E
<br /> �
<br /> PARTITION NOT S
<br /> ,
<br /> 1. ALL GYPSUM BOARD IS 5/8" TYPE 'X' THICK U.O.N.
<br /> 2. ALL METAL STUDS ARE 16" O.C. U.ON.
<br /> --. — �� 3. ALL METAL STUDS ARE 20 GA U.O.N.
<br /> T=� ; ,-= -- ' _ ; ; _ _ 4. ALL FIRE RATED PARTITIONS MUST CONFORM TO MINIMUM
<br /> REQUIREMENTS OF THE LISTED TESTED ASSEMBLY UNLESS MORE
<br /> � � �I � � STRINGENT REQUIREMENTS ARE DESIGNATED BY DETAIL. � �
<br /> - � � Stamp: .� , ,u .�<
<br /> � '��, � ��� �� �: 5. ALL ACOUSTICAL STC RATED PARTITION CONSTRUCTION EXTENDING ��,�,°`' � ,
<br /> � `� � �- TO THE BOTTOM OF STRUCTURE SHALL HAVE ALL PENETRATIONS AND � � �., rp�_ �� _
<br /> � �� INTERSECTIONS SEALED AIR TIGHT WITH ACOUSTICAL SEALANT. � � ,
<br /> � —SUSPENDED CEILING
<br /> i' I,
<br /> � I
<br /> / j ' ` � T��E sYSTEM 6, FIRE RATED SEALANT SHALL BE USED AT FIRE RATED PARTITIONS, ALL � �
<br /> EXISTING GWB CEILING� �� � ��'�' Y"�'��
<br /> � �`� RECESSED BOXES SHALL BE SEALED AND RUNNERS SHALL BE SET IN 2 ��,k,������;�, f4���3�,�� �
<br /> EXPANSION JOINTS TO CAULK TRANSITION�" � �����' �� BEADS OF SEALANT. �
<br /> , SEE PART�T�oN 7, ALL ROOMS WITH PLUMBING FIXTURES SHALL BE CONSTRUCTED WITH �
<br /> MATCH BUILDING STANDARD BETWEEN EXISTING GWB � TYPES FOR -'tl�_, ,.�-�-_--
<br /> �,i �
<br /> CEiuNG aN�NEw�wg ,�'� Y -. App�T�oNA� WATER RESISTANT GYPSUM BOARD U.O.N. �y__r ��� �
<br /> � � �
<br /> PART�T�ON -�I,,;`� PART�T�oN 8. COORDINATE PARTITION CONSTRUCTION WITH FINISH PLANS. ��
<br /> r 'I. - iNFORMATioN 9. PROVIDE 18 GA. METAL REINFORCING PLATES FOR ALL WALL MOUNTED
<br /> - - --- STRUCT L METAL TRIM AT TOP - i I' r _
<br /> OF PARTITION GWB � CONSTRUCTION.
<br /> #�2 �A sP�aY connPREssioN I�;.� � 10. PROVIDE 1/2" CEMENT BOARD AT ALL LOCATIONS TO RECEIVE TILE
<br /> BRACED WIRES — STRUT
<br /> ' I � #12 GA SPLAY
<br /> \��� -, FINISH.
<br /> i '�`� BRACED WIRES � � 11. EXTEND GYPSUM BOARD CONSTRUCTION TO BOTTOM OF STRUCTURE
<br /> � ` IN ALL ROOM WITHOUT FINISH SUSPENDED CEILING. FINISH GYP. BD.
<br /> i
<br /> PARTITION EXPANSION JOINT PARTITION HEAD AT CEILING TYPE TRANSITION EDGE WITH J BEAD AND SEALANT.
<br /> � �' „_ , „ 8 „ , „ 3 12, ALL GYPSUM BOARD PARTITIONS SUPPORTING WALL HUNG CABINETS,
<br /> ,, ,� SCALE: 3 - 1 0 SCALE: 3 -1 0 S H E L V I N G, O V E R H E A D B I N S A N D F U R N I T U R E S H A L L H A V E 2 0 G A U G E
<br /> � � �
<br /> i
<br /> STUDS SPACED AT 16" O.C. WITH FLAT GAUGE BLOCKING.
<br /> � , � 13. BRACE ALL METAL STUD PARTITIONS AT ALL LOCK SIDES OF DOORS,
<br /> � ,�' � �' � aCousTic WHERE DUCTS INTERFERE WITH METAL STUDS GOING TO UNDERSIDE
<br /> � I � � CEILING GRID OF SLAB ABOVE AND WHERE CALLED FOR ON DRAWINGS.
<br /> � ej� �, __
<br /> //" �'�i � � ���� 14. PROVIDE CONTROL JOINTS IN GYPSUM PANEL RUNS EXCEEDING 30 OR
<br /> ���� � %� �, --' �---_� ' , MORE FOR WALLS AND CEILING WITHOUT PERIMETER REUEF, (50' WITH
<br /> �� ��� � �-- ACouST�C CE���N�GR��C��P � , PERIMETER RELIEF)AND AT ALL INTERSECTIONS WITH BUILDING CORE,
<br /> �� �� �� ' � � �i, EXTERIOR WALLS, COLUMNS AND WHERE RECOMMENDED BY
<br /> ,
<br /> % � \ � �`�, \\ / i MANUFACTURERS' WRITTEN INSTRUCTIONS. COORDINATE LOCATIONS � ISSUEDFORPERMIT 11/06/18 IMH cc
<br /> --- - - -
<br /> / � �, � � �� � � WITH DESIGNER IN FIELD. REV DESCRIPTION DATE BY CHK
<br /> �� � � 15. TAPE AND SPACKLE ALL JOINTS IN DRYWALL, INCLUDING JOINTS ABOVE
<br /> � �V � �, ���� � Key Plan
<br /> � �
<br /> ` � � � � ' � �� � BOLT � � � ��� �� 16. PROVIDE�WOOD BLOCKING OR STEEL STRAPPING AT ALL PARTITIONS =�� ��� �'� r
<br /> ��` �
<br /> �
<br /> , �
<br /> , � ;
<br /> , � ,
<br /> �, �
<br /> � � ��� � � �- - - - - - - - - - -
<br /> , � � � � �
<br /> .�' k � � 'I — — — — — — �- SUPPORTING WALL HUNG CABINETS, SHELVING, OVERHEAD BINS AND ����-' � !
<br /> �� , '� ��'"� � �\ — - — � ' � �
<br /> � �; .
<br /> , �� � —� FURNITURE AS PER THE ARCHITECTURAL WOODWORK INSTITUTE k
<br /> nnairv RurvrvER -- '� cRoss-TEE (REFER To ���������'� ��, � � INSTALLATION STANDARDS SECTION 1700. REFER TO CONSTRUCTION �
<br /> SPECIFICATIONS) ����� � � � ����� �
<br /> I�� � � ALUMINUM U-CHANNEL PLANS. � �
<br /> j'���� � ��2"ovERsizE RiN�, s�EEVE OR 17. PROVIDE DOUBLE STUDS AT BOTH JAMBS AND HEADER OF ALL DOOR
<br /> ADAPTOR THROUGH THE CEILING
<br /> �:
<br /> TILE TO ALLOW FOR FREE FRAMES. �
<br /> '� '�� �� � ' MOVEMENT OF AT LEAST 1" IN ALL
<br /> 8" MAX � 8" MAX � � i
<br /> �� - KIREI BAFFLE HORIZONTAL DIRECTIONS ; ���
<br /> #12 GA HANGER WIRE
<br /> , ,�
<br /> � �
<br /> , � TYP. AT PERIMETER - � j� � ���� � ��,;
<br /> ������ WA��s ����� ��� NON-STRUCTURAL PARTITION LIMITS �, - - ������ ��
<br /> -- MAIN RUNNER OF CROSS-TEE ' �
<br /> ,',I
<br /> �� 5
<br /> � 1 �i � �, � ---- --- �
<br /> ; ,, , , KIREI FELT PANEL TO ACT GRID 7 FIRE SPRINKLER HEAD 2 , ___ _ ��-F �
<br /> ; � �\ S�A�E: 6��= ,�-o�� SCALE: 11/2��= ,�-o�� NON-STRUCTURAL STEEL PARTITIONS - LIMITS �lient/ProjectName/Address �
<br /> _ �
<br /> � � �
<br /> ��-� � - -- -' � - � ����"�i �� 30 MILS STUDS @ 5 PSF(25 GA 33 MILS STUDS @ 5 PSF(20 GA 'i �
<br /> � '�� - - ---- B A � - -------�- _� NOMINAL) NOMINAL) �LU KE �H �
<br /> ACOUSTICAL TILE - ---rt-�
<br /> I�
<br /> - - _ _ _ �
<br /> '� ,� ' / . � � � ! __--METAL STUDS(PER ICC ES REPORT STUD SIZE �I STUD LIMITING WALL STUD SIZE STUD LIMITING WALL �
<br /> �Q AT SINGLE BRACE-FASTEN � � �' � ESR-3064P), MAXIMUM HEIGHT 20'-0" , SPACING H E I G H T 'SPACING H E I G H T 6920 SEAWAY BLVD �
<br /> �� �, ,� � .,�' - �'� � �� ANGLE TO BRACE WITH (4)NO � � ,� ETT, WA 98203 z
<br /> REFER TO REFLECTED CEILING �' I ' _- 3"X 3"X 3"ANGLE � , 10 SCREWS I ( , EVER U
<br /> --- _ --- � ( ) � } --=- � 1(62S1� , 12" -----9;11,' 1(2S1� _ 12'; 10'-4" o�
<br /> , � I _ FINISH MATERIALS VARY MAXIMUM
<br /> PLAN FOR DESIGNATION OF - �� �� V � � � FASTENED TO '� � � � � i �� WEIGHT EQUAL TO 2 LAYERS GYPSUM 1-5/8" 1-5/8" ��-���- � o
<br /> _ 1_ _ � 20 GAGE MINIMUM , �
<br /> OTHER EDGE DETAILS �, , AT DOUBLE BRACE-FASTEN O � 16 9-2 16 9'-8" a
<br /> AND BRACED PER q'' - DOUBLE BRACE TO BOTH � z m � � BO SHES)CH SIDE PLUS APPLIED ,_ ___. ______-- ____ _.- --____ _ _�
<br /> ;' \ � � _
<br /> TRACK a ,
<br /> ANGLES WITH(6)NO 10 � o a p I I 24" 8'-3" 24" 8'-9" Drawing Title: >
<br /> � + '`� DETAIL AT RIGHT }
<br /> f �- � __-----20 GAGE MINIMUM �' _J SCREWS THROUGH BRACE a Q � � � I I I, I , ' 13'-11" �
<br /> � � _ _ ,. -- , z _ _ z � z u, Q I FASTENERS: ,1 2501 125 ,- 12°-- ----13'-2" 2�OS�25 _ 12' �, PA RT IT I N TY P E w
<br /> = - - - --�E��L-E6��GK- - - �- �- --- o u� � o o AT PLYWOOD FLOOR(MINIMUM 3/4 (2 l2) ( ) O S
<br /> _ . -_
<br /> ` � a � � z Q cn m � ' �- 16�� �2� ��� 16" 12'-10�� �
<br /> �� _ OR SLOTTED �n _ _ - -- - - - - - - - -- - -- _ _ � J ,,, _ � CDX):
<br /> — -- Y--- --__ - ------ --- AND TYPICAL WALL w
<br /> FOR WALLS TO 10'-0 - - � � Q "' � � ( � PROVIDE(2)NO 8 X 1"WOOD 24" 10-9" 24" ' 11'-7" �
<br /> COMPRESSION PIPE STRUT SIZE BRACE WITH 362S137-33 TRACK � a� c� Q w �„ �
<br /> , p � � c� � SCREWS AT 24"MAXIMUM O.C. Y
<br /> SCHEDULE BASED ON UR>200 , , _ _ METAL STUDS, �____-- - ---- _ --- --_ ----- � <n _ - >- II �
<br /> ' - ' T --- � � �, � o � � � � ' � STAGGERED FOR 1 LAYER GYPSUM , 350S125 ' 12" ' 17'-1" _ 350S125 12" ��', 17'-10" �
<br /> � ) AT 8-0' MAXIMUM O.C.AND AT
<br /> - `" CUT � � �, �' AT SWGLE BRACE-FASTEN �_ � � � o I ' I �� � ) , , „ � - ) ' - - D ETAI LS °��
<br /> ' __ EACH WALL END.ALTERNATE I � � i BOARD EACH SIDE, 16 MAXIMUM 3 5/$" 3 5l8' i
<br /> ' S� MAX. HEIGHT DIRECTION OF BRAGES � ', " , � �' � ANGLE TO TRACK WITH 8 NO � � � ~ z I 16" , 15-$ 16 ! 16'-5" N
<br /> I 3/4" DEF�ECTI�ON c Q O Q z o � o � II � G�YPSUM BOARD EAOCH S DE ERS 24" 14'-0" 24 - - - N
<br /> I " - ALONG LENGTH OF WALL � I X x I 10 SCREWS � - u- � � ' _
<br /> 1/2 x 22 GA. 3-0 � �� �j �� z � , 14'-9° �� �
<br /> _____--- -- - i
<br /> OR WqPOSTO 15'-0"- , � � AT DOUBLE BRACE-FASTEN - = Q z J � � � I AT CIP CONCRETE AND POST- Status: o
<br /> , 3/4"x 22 GA , 4' 0° _ FINISH MATERIALS o o ---
<br /> ___ T _____ _ , _ � o -� o � TENSIONED CONCRETE FLOOR: 400S125 12" 19'-0" 400S125 12" 19'-11" �
<br /> 1"x 20 GA 6'-0° BRACE WITH DOUBLED j= " (ARY � o PROVIDE HILTI X-U 0.157"DIAMETER ' (4") �� �4��) ~�- P E RM IT S ET r
<br /> �. (2)ANGLES TO TRACK WITH (8} a c� � c� a � - rt
<br /> 362S137-33 AT 8'-0"MAXIMUM MAXIMUM WEIGHT NO 10 SCREWS AT EACH ' 16° 17'-6 16" 18'-4" �
<br /> � --- - - I I POWDER-ACTUATED FASTENERS,
<br /> �. .""'_ _ . __.....__.""-__ L
<br /> 1 1/4"x 20 GA + 7'-0° EQUAL TO 2 LAYERS - I -- -
<br /> �-- ---
<br /> O.C.AND AT EACH WALL END. I ( EMBED 3/4"PER ESR-2269. 24" 24° 15'-7° 24" � 16'-5" �'
<br /> 1 1/2°x 20 GA 8'-6° ALTERNATE DIRECTION OF GYPSUM BOARD EACH , ----- --- ---- y
<br /> -- - -- - - -_
<br /> SIDE PLUS APPLIED ' � MAXIMUM O.C.STAGGERED FOR 1 Drawn By IMH Checked By:PM �
<br /> -----_ N
<br /> � ---- l BRACES ALONG LENGTH OF ' � ' W � LAYER GYPSUM BOARD EACH SIDE, 600S125 12" 25'-6" 600S125 12" 26'-9" ' - � ?
<br /> 2°x 20 GA 11'-6" FINISHES) � � sca�e: As indicated Date
<br /> _ _ ___ _ WALL. FASTEN DOUBLED Q � � 16"MAXIMUM O.C.STAGGERED FOR (6") - �, --- (6")
<br /> _ --- -
<br /> �-- ----- --_ -_ _----- ----- - �
<br /> ' 2 1/2"x 18 GA 14'-6" STUDS TOGETHER WITH NO 8 � � z Q ( , 16" ,i 23'-2° 16" I� 24'-6° Project Number
<br /> �----- �� W v , � � i-- 24" , 20'-3��--- - 24 . �
<br /> ' 3"x 18 GA 17'-3" --------_ -'- W W --_ - -- --- - -- _ ' ._ _ SIDE , '�i 21'-7" , ��� oo�� a
<br /> � �.C.. -== __ ---- --- -- -- ---- r
<br /> � 3 1/2"X 16 GA _ _ 23'-3" � A ) SECTION ACROSS PARTITION OB SECTION ACROSS BRACING � NOTES: Drawinp Number: Revision: �
<br /> `� - ASSUMED ALLOWABLE DEFLECTION = L/240 �
<br /> - PROVIDE STUD BRIDGING AS REQUIRED BY GOVERNING CODES AND � �
<br /> REGULATIONS o
<br /> COMPRESSION STRUT DETAIL � 6 TOP OF PARTITION WHERE BRACED TO STRUCTURE ABOVE 6 PARTITION TO FLOOR FOR SEISMIC � _
<br /> SCALE: 3"= 1'-0" SCALE: 3"= 1'-0" A6-001 SCALE: 3"= 1'-0" A6-001 - � O a
<br />
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