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SOLIDWOODSHIM PARTITION LEGEND
<br /> METAL CORNER BEAD =,'�`� �'� ��
<br /> 18 GA.MTL,STUDS MAX. 16"
<br /> - - - - - - - - - - - - - -
<br /> _ - - - -
<br /> ._ _ .- - -- _. _ � T �
<br /> � � �� � � � �, �;� � O.C. � � � � � � 701 5th Ave., Suite 6730
<br /> WALL TAG LEGEND STUD SIZE CMU SIZE Seattle WA 98104 USA
<br /> 6 Ex�ST�NG STRUCTURE ABovE - EXISTING STRUCTURE ABOVE 2-112"X 2-1/2"X 3/8"STL s EXISTING STRUCTURE ABOVE EXISTING STRUCTURE ABOVE +1 206 270 7000
<br /> � c� TUBE @ PARTITION ENDS � � 0-7/8�� 4—3 5/8�� www.unispace.com
<br /> 6-00 �DIAGONAL BRP,CING TO DECK ABOVE DIA , „ 6-001 DIAGONAL BRACING TO DECK ABOVE 6 �� ��
<br /> � G O N A L B R A C I N G T O D E C K A B O V E : ; A N D I N T E R M E D I A T E S,5-o k �___ _ � D I A G O N A L B R A C I N G T O D E C K A B O V E F I R E R A T I N G 1 — 1 5/8 6—5 5/8
<br /> --_ ___ _____ _ _-- - -__ __ _ _
<br /> -- - - _ _-- ---- o.C.M�.wE��To 2-�I2°x _-- - � - ._ - - ---- - (BLANK= NON-RATED) 2 1/2" 5/8°
<br /> — _��_- - ,� ,�� . _ _ —2 8—7
<br /> - - - --
<br /> -- -, _ _
<br /> _ _ _-_ _� —. � _. - -: . ----
<br /> - �^ : 2-112"X 3/8°STEEL PLATE. „ „
<br /> HEAD .- ; FINISHED CEILING LEVEL, HEAD � � FINISHED CEILING LEVEL, FINISHED CEILWG " SECURE TO SLAB WITH HEAD ,.�" FINISHED CEILING LEVEL, HEAD �-s �FINISHED CEILING LEVEL, 3—3 5/8 10—9 5/8 Consultants:
<br /> ;_ SEE RCP FOR CEIUNG TYPE&HE�GHT -� SEE RCP FOR CEILING TYPE&HEIGHT LEVEL, 3�$"m X 1-1l2"EMBEDMENT t SEE RCP FOR CEILING TYPE&HEIGHT - SEE RCP FOR CEILING TYPE&HEIGHT WALL TYPE A NUMBER OF BOARDS 4—4" 12— 11 5/8"
<br /> ;- . � 6 � . ' sEE RCP FOR i, ANCHORS. - �; „ _p (BLANK=NO BOARD) 6—6"
<br /> ;,._
<br /> `� ' 6-001 �� x CEILING TYPE& � f_ ' 3-5/8 MW.MTL STUD FRAMING,REFER TO NON- =,
<br /> �� ' ` HEIGHT � � _ `� STRUCTURAL STEEL LIMITS CHART FOR SIZE, ; � -.- COMMENT STUD/CMU SIZE 8-$
<br /> - k :��; t �_, �
<br /> GAUGE,AND SPAN ��}
<br /> �' � � — � � `,
<br /> � :--;' ;` Y�j� � ' A� � � � „ EXAMPLE: X=SOUND ATTENUATION BATTS,AS
<br /> � 3-5/8"MIN.MTL STUD FRAMING,REFER '` _1 3-5/8" MIN. MTL STUD FRAMING, REFER WALL PER SCHEDULE ; M� 1 LAYER OF 5/8"GWB,BOTH i.� w -.� `�
<br /> , , � � �� SCHEDULED
<br /> � >; TO NON-STRUCTURAL STEEL LIMITS ' -: TO NON-STRUCTURAL STEEL LIMITS S�oEs To cE�uN� 4i
<br /> ` ' -' �. - --- 3-5/8" MIN. MTL STUD FRAMING,
<br /> P�AN ; � . CHART FOR SIZE,GAUGE,AND SPAN P�N , - -� CHART FOR SIZE, GAUGE,AND SPAN PLAN P�N � REFER TO NON-STRUCTURAL STEEL
<br /> -_ � ,
<br /> � ._
<br /> ` ''�-� `� -- - SOUN� �NSu�.�4T�oN BA7TAS SCHE�U�ED, 'i ' P�N �` LIMITS CHART FOR SIZE, GAUGE, AND WALL TYPES
<br /> i ��'" �� 1 LAYER OF 5/8"GWB TOP t
<br /> - � , ' 1 LAYER OF 5/8 GWB, ONE SEE PARTITION TYPE LEGENDS AND 1 SPAN
<br /> _ 1 LAYER OF 5/8"GWB,BOTH �� SIDE TO CEILING CAP J�
<br /> r �:-;, S�DES TO CEIu►vG r�. PARTITION PtAN +_;��� A STUDS: EXTEND FULL HEIGHT TO DECK
<br /> 20 GA.SILL STIFFENER,FULL
<br /> , =- = � �ENGTH oF wa�� �=� � � ;Y ' -; 1 LAYER OF 5/8" GWB, GWB: EXTEND FULL HEIGHT TO DECK
<br /> � �--- 3�s°CLEAR TEMPERED GLASS IN BOTH SIDES TO CEILING B STUDS: EXTEND FULL HEIGHT TO DECK
<br /> i'�� '� �� 2X CONT.PtATE FULL WIDTH <"> �' "i� RECESSED ALUMINUM GLAZING U- �
<br /> OF WALL CHANNEL;CLEAR SILICONE AT VERTICAL GWB, EXTEND 6°ABOVE CEILING
<br /> __r': souN�wSutAT�oN BATr As SCHE�u�E�, �; _;�x SOUND INSULATION BATT AS ! ` WALL PER SCHEDULE JOINTS AND ENDS 't SOUND INSULATION BATT AS C STUDS: EXTEND TO UNDERSIDE OF CEILING
<br /> , .- SEE PARTITION TYPE LEGENDS AND � � J � : �v - GWB: EXTEND TO UNDERSIDE OF CEILING
<br /> � y . SCHEDULED, SEE PARTITION TYPE
<br /> � �-�- PARTITION PLAN , == z Q �' � 2-�/2"X 2-112"X 3/8"ST�TUBE �'' � �; , -{ SCHEDULED, SEE PARTITION TYPE E STUDS: EXTEND FULL HEIGHT TO DECK
<br /> r _ ) �� . LEGENDS AND PARTITION PLAN � �; r �f
<br /> � m i PARTITION ENDSAND �=n � LEGENDS AND PARTITION PLAN
<br /> `' -��� �-��� � 3 @ t-� � � ����� GWB: SIDE 1 EXTEND 6"ABOVE CEILING,
<br /> ' � ��y > � INTERMEDIATES,5'-0"O.C. �- � RECESSED ALUMINUM CHANNEL
<br /> STEEL STUD RUNNER TO MATCH � STEEL STUD RUNNER TO MATCH w , „ STEEL STUD RUNNER TO MATCH SIDE 2 EXTEND TO DECK
<br /> BASE 1 - GAUGE OF STUD, BASE ' -, w o MAX.WELD TO 2-112' X 2-1I2 X BASE � � � i ' BASE
<br /> �=�` GAUGE OF STUD �� GAUGE OF STUD F FURRING
<br /> ` � �: S E C U R E D T O S L A B �£'� � � a ' 3 l 8 S T E E L P L A T E.S E C U R E T O .� _ �
<br /> r _ F �� SECURED TO SLAB � � SLAB WITH 3/8°�X 1-1/2° �� i FINISH FLOORING,SEE FINISH PLAN � - SECURED TO SLAB GWB: 6 ABOVE CEILING, EXTEND FULL
<br /> � .. ,
<br /> � - BASE,SEE FINISH SCHEDULE ^+�" � � EMBEDMENTANCHORS. Y � � �' __ HEIGHT TO DECK FOR OPEN CEAILING.
<br /> � � - ,� � ��� , ti
<br /> -, � � -� BASE, SEE FINISH SCHEDULE �; BASE,SEE FINISH SCHEDULE �'�i �� ' -
<br /> /--BASE, SEE FINISH SCHEDULE G GLASS PARTITION
<br /> s-oo� °� H PARTIAL HEIGHT, SEE ELEVATIONS
<br /> - � � ' � ����� BACKER ROD AND CAULK � '� �
<br /> - TOP OF SLAB 6-00 TOP OF SLAB "`�'' TOP OF S�P,B TOP OF St�B 6-00� � r ' TOP OF SLAB S SHAFT WALL
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<br /> = , - ,...wi_ s.___.. ... _..____ _ CH CHASE WALL
<br /> � _ = ' _ ` 4 . , ; ,, ` , .. M MASONRY UNIT
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<br /> METAL STUD INTERIOR PARTITION METAL STUD INTERIOR PARTITION PARTIAL HEIGHT INTERIOR PARTITION RELITE & METAL STUD FRAMELESS CLERESTORY & METAL STUD
<br /> STC60 �NTERIOR PARTITION INTERIOR PARTITION PARTITION TYPE DIAGRAM
<br /> For Non-Rated STC 60 For Non-Rated For Non-Ratetl For Non-Rated STC 60 For Non-Rated STC 60
<br /> ----__ --_ ---_. _. _ _ __ _ __ _ _
<br /> 5l8"Gypsum Wall Board Both Sides 5/8"Gypsum Wall Boartl One Side 5/8"Gypsum Wall Board Both Sides 5/8"Gypsum Wall Board Both Sides 5/8"Gypsum Wall Board Both Sides
<br /> PARTITION TYPES
<br /> For 1 Hour-Rated�UL-425 For 1 Hour-Rated�UL-425 For 1 Hour-Rated�UL-425
<br /> ------------___ _ _ - _ _ ____ __.__ __ __ _ _ . . __ ._
<br /> _-_---
<br /> 5/8"Type X Gypsum Wall Board Both Sides 5l8"Type X Gypsum Wall Boartl Both Sides 5/8"Type X Gypsum Wall Board Both Sides STRUC.
<br /> For 2 Hour-Rated�UL-474 STC 60 For 2 Hour-Rated(UL-474 STC 60
<br /> For 2 Hour-Rated�UL-474 STC 60
<br /> 2 Layers 5/8"Type X Gypsum Wall Board Both Sides 2 Layers 518"Type X Gypsum Wall Board Both Sides 2 Layers 5/8"Type X Gypsum Wall Board Both Sides � � CEILING
<br /> For 3 Hour-Rated�UL-425 For 3 Hour-Rated�UL-425 For 3 Hour-Rated�UL-425 �
<br /> -- -- — --. ,--- _ _--- --- - :
<br /> __-- ---_____ _----_ _--_---
<br /> 3 Layers 5/8"Type X Gypsum Wall Board Both Sides 3 Layers 5/8"Type X Gypsum Wall Board Both Sides 3 Layers 5/8"Type X Gypsum Wall Board Both Sides
<br /> .mi..
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<br /> I
<br /> �
<br /> i
<br /> PARTITION TYPES ��
<br /> SCALE: 1"=1'-0" �
<br /> �
<br /> --- ---- _ -_-- -- ____----_ . ______ ____- ___ ------- -
<br /> C F H J L FLOOR
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<br /> � � PARTITION NOTES
<br /> ,
<br /> — — -
<br /> - � w---�--�-���-�_-��>>����-� ; = ���- - - � � 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 /> ' --x-'-- - - - 4. ALL FIRE RATED PARTITIONS MUST CONFORM TO MINIMUM REQUIREMENTS OF
<br /> � THE LISTED TESTED ASSEMBLY UNLESS MORE STRtNGENT REQUIREMENTS
<br /> _ � - -- -- --- --- -- -- T.. Stamp:
<br /> -- �v � -� ` ARE DESIGNATED BY DETAIL.
<br /> . �_.� __ _
<br /> �_ . . � _. .._�
<br /> � - � �- � " " ' ' 5. ALL ACOUSTICAL STC RATED PARTITION CONSTRUCTION EXTENDING TO THE ` "`_'' � �° ,� �`
<br /> _ r� �
<br /> .": . , �
<br /> ,�, '"�"` � BOTTOM OF STRUCTURE SHALL HAVE ALL PENETRATIONS AND � :�',: �,� 4
<br /> ! SUSPENDED CEILING INTERSECTIONS SEALED AIR TIGHT WITH ACOUSTICAL SEALANT. `
<br /> � = TILE SYSTEM �
<br /> EXPANSION JOINTS TO Ex�S7�NG GWB CEIUNG ==�- 6. FIRE RATED SEALANT SHALL BE USED AT FIRE RATED PARTITIONS. ALL
<br /> MaTCH Bui��w�sraN�aR� ` _ � RECESSED BOXES SHALL BE SEALED AND RUNNERS SHALL BE SET IN 2 BEADS ���'`������"°���
<br /> ���+���t�`AS rf,ti;iL}s'�
<br /> CAULK TRANSITION Z 7 OF SEALANT.
<br /> � SEE PARTITION �
<br /> BETWEEN EXISTING GWB `= TYPES FOR 7. ALL ROOMS WITH PLUMBING FIXTURES SHALL BE CONSTRUCTED WITH WATER
<br /> CEILING AND NEW GWB �'" '� �
<br /> ,� ADDITIONAL RESISTANT GYPSUM BOARD U.O.N. � �-�f.
<br /> PARTITION ;! �
<br /> ,� -- `� c PARTiTioN 8. COORDINATE PARTITION CONSTRUCTION WITH FINISH PLANS. ,�'l "
<br /> - STRUCT f:.� INFORMATION
<br /> #12 GA SPLAY COMPRESSION � �nETA�TR�M AT TOP 9. PROVIDE 18 GA. METAL REINFORCING PLATES FOR ALL WALL MOUNTED
<br /> BRACED WIRES --- � ,i" STRUT OF PARTITION GWB y�=-x; CONSTRUCTION.
<br /> —?` ��-.� �'� �` ' ' - 10. PROVIDE 1/2" CEMENT BOARD AT ALL LOCATIONS TO RECEIVE TILE FINISH.
<br /> �1�, �`�. ---- #�2 GAs�u�Y 11. EXTEND GYPSUM BOARD CONSTRUCTION TO BOTTOM OF STRUCTURE IN ALL
<br /> _ ���:.�J B�cEo w�REs
<br /> i �~��j �. f��, ROOM WITHOUT FINISH SUSPENDED CEILING. FINISH GYP. BD. EDGE WITH J
<br /> ' � BEAD AND SEALANT.
<br /> � ; � `�.,��`'��.` ., ,
<br /> �k� � ��``� � "'�.. PARTITION EXPANSION JOiNT R PARTITION HEAD AT CEILING TYPE TRANSITION 12. ALL GYPSUM BOARD PARTITIONS SUPPORTING WALL HUNG CABINETS,
<br /> �,` ��, �. ` �'`'� Sca�E: 3"_�'-o" " SCALE: 3"_��-0" 3 SHELVING, OVERHEAD BINS AND FURNITURE SHALL HAVE 20 GAUGE STUDS
<br /> SPACED AT 16 O.C, WITH FLAT GAUGE BLOCKWG.
<br /> r+ : 13. BRACE ALL METAL STUD PARTITIONS AT ALL LOCK SIDES OF DOORS,WHERE
<br /> ��� '°� 3 T
<br /> DUCTS IN ERFERE WITH METAL STUDS GOING TO UNDERSIDE OF SLAB ABOVE
<br /> � � .���; �� � --- ---- acousTiC AND WHERE CALLED FOR ON DRAWINGS.
<br /> � �.`�`~-..� � ' cE���N��R�p 14. PROVIDE CONTROL JOINTS IN GYPSUM PANEL RUNS EXCEEDING 30'OR MORE
<br /> ,` ..� ��-�, �-.. r ,X- ; ; , ;� FOR WALLS AND CEILWG WITHOUT PERIMETER RELIEF, 50'WITH PERIMETER
<br /> �
<br /> �X� ����� � � �L'� � � f f ' 'I `� RELIEF)AND AT ALL 1NTERSECTIONS WITH BUILDING CORE, EXTERIOR WALLS,
<br /> � f �I \ COLUMNS AND WHERE RECOMMENDED BY MANUFACTURERS'WRITTEN
<br /> `'� � � `" � , �� ��� — ACOUSTIC CEILING GRID CLIP �
<br /> � / � INSTRUCTIONS. COORDINATE LOCATIONS WITH DESIGNER IN FIELD.
<br /> fF � ' ( t�
<br /> ,-�= ' �`�- � - 9 15. TAPE AND SPACKLE ALL JOINTS IN DRYWALL, INCLUDING JOINTS ABOVE THE
<br /> f' .�*.
<br /> �� 1
<br /> , .__ �� �
<br /> ~`�� �,.f-``-�``�- h` - g i� \ 16. PROVIDE WOOD BLOCKING OR STEEL STRAPPING AT ALL PARTITIONS REv DESCRIPTION DATE BY cHK
<br /> � ,Y.-'`�'�`f ��``�, �'� �:�`` `� i � �,, SUPPORTING WALL HUNG CABINETS, SHELVING, OVERHEAD BWS AND Key Pian
<br /> � i-- �:� `�, `��� � � I ��
<br /> � � ; —Bo�T �� } FURNITURE AS PER THE ARCHITECTURAL WOODWORK INSTITUTE ��� �
<br /> `��-:�;:� '`,"��.. :� T'' � _ �� — — ` — — — — — — ---= INSTALLATION STANDARDS SECTION 1700. REFER TO CONSTRUCTION PLANS. �Ty; � �i :� .
<br /> :,, , � �
<br /> � { --� - =� � 17. PROVIDE DOUBLE STUDS AT BOTH JAMBS AND HEADER OF ALL DOOR FRAMES. F � '
<br /> :� ��ry�v_�.�W_�.�_w W-._ :� � j . . . ,
<br /> MAIN RUNNER : �__ ___._ CROSS-TEE{REFER TO ----- — `— .�' {
<br /> t � ,_.�_e_,
<br /> SPEClFIGA�IC)NS) ' �" ,
<br /> i; � � ��—��
<br /> ' ALUMINUM U-CHANNE� ` �`
<br /> � 2"OVERSIZE RING,SLEEVE OR � ` :� �� ' ���� �
<br /> � ADAPTOR THROUGH THE CEILING TILE • �—� -
<br /> TO ALLOW FOR FREE MOVEMENT OF � � � - •- f
<br /> 8"MAX 8"MAX � AT LEAST 1"IN ALL HORIZONTAL '�� �° '�'`' ' '
<br /> , ;
<br /> DIRECTIONS
<br /> NON-STRUCTURAL PARTITION LIMITS ' � � �
<br /> --- ------ #12 GA FiANGER WIRE KIREI BAFFLE
<br /> TYP.AT PERiMETER _ __ . .�,�
<br /> i
<br /> WALLS
<br /> A ;,�
<br /> _ �'�`r'� �
<br /> �` MAW RUNNER OF CR�SS-TEE _ „ ..., �� ,�
<br /> f j! � �� � ,� �� � F�
<br /> � � NON-STRUCTURAL STEEL PARTITIONS - LIMITS,
<br /> , ��-_ ,
<br /> I�,.,,w, M.�.. ,+�-. � .�._.� - -- __ __ -----. _ _— -- Client I Project Name/Address:
<br /> � ,r_ _ �, .,_.
<br /> ----_ - -----___ - --
<br /> �----��-' yM� = -: - ACQUSTICAL TtLE T j— - - ~ � � 30 MILS STUDS @ 5 PSF(25 GA 33 MILS STUDS @ 5 PSF(20 GA , �
<br /> � �
<br /> ` �� � - - �- =- � �� ---�-� KIREI FELT PANEL TO ACT GRID 7 FIRE SPRINKLER HEAD � NOMINAL) NOMINAL) �
<br /> -
<br /> � � �� SCALE: 6°=1'-0" SCALE: 1 1/2"=1'-0° r�u�� - D PO D L
<br /> STUD SIZE S ACING LIMITING WALL STUD SIZE S ACING LIMITING WALL �
<br /> , �� � __ _ B a � � HEIGHT HEIGHT , �
<br /> ' � � ` ' METAL STUDS(PER ICC ES REPORT 6 9 2 0 S E A W A Y B L V D W�
<br /> � � �` '� i � ESR-3064P),MAXIMUM HEIGHT 20'-0° EVERETT WA 98203 �
<br /> REFER TO REFLECTED CEILING Q AT SINGLE BRACE-FASTEN 162S125 12" 9'-11" 162S125 12" 10'-4" ' �
<br /> PLAN FOR DESIGNATI�N QF � , ' _ . ; �....._. �
<br /> �, , ANGLE TO BRACE WtTH(4)NO � � (1-518") (1-518")
<br /> OTHER EDGE DETAtLS °` , 3°X 3"X 3"ANGLE g; 10 SCREWS Q FINISH MATERIALS VARY(MAXIMUM 16° 9'-2° 16" I 9'-8" , W
<br /> (20 GAGE MINIMUMj, �� ; � � WEIGHT EQUAL TO 2 LAYERS GYPSUM , _ _ _ . ... _ . _.,.,. . "�
<br /> - - - - -- - �i ; �' � � 24" 8'-3" 24" �
<br /> FASTENED TO x. z a o
<br /> Q AT DOUBLE BRACE-FASTEN p a o BOARD EACH SIDE PLUS APPLIED FINISHES) 8 9 Drawing Title: a
<br /> ��� � � TRACK �; ' DOUBLE BRACE TO BOTH � � � � � � � � ' � `' � � �
<br /> � AND BRACED PER o`�� " ��` ; � z m � �� � 250S125 12° 13'-2" 250S125 " � ! '
<br /> ANGLES WITH(6)N010 o p � � 12 i 13'-11'
<br /> '- -- :- DETAIL AT RIGHT �o' Q _ �- _ { �
<br /> S�REWSTHRo��HB��E � � Q � t2-„2��, - , „ ___ �2-,�2'�, - � , , „ PARTITION TYPES AND ¢
<br /> ' �-Q a o � � FASTENERS: 16" 12-1 16 12-10
<br /> , . __ , _:_- �--- `� ---- 20 GAGE MINIMUM ; _ AND BOTH ANGLES Z � z u�� ._
<br /> COMPRESSION PIPE STRUT S12E � DEEP LFG TRACK �.. . o z a o m � AT PLYWOOD FLOOR(MINIMUM 3/4' 24" 10'-9" 24" 11'-7" �
<br /> : �oX,: TYPICAL WALL �
<br /> SCHEDUL.E(BsASED ON LfR>2t10) i . __ ___ _._ OR SLOTTED ' z � Q n � � PROVIDE 2 NO 8 X 1"WOOD � �� � N
<br /> FOR WALLS T010'-0"- a � � � � � � ) 350S125 12" 17-1 350S125 12" 17-10° �
<br /> BRACE WITH 362S137-33 , TRACK J ; � c�i� � "-!a. SCREWS AT 24"MAXIMUM O.C. (3-5/8") .----------- - (3-5/8") _ _�. --- -- , �� --- ;, W�
<br /> ' Sf� ' MAX.HEtGHT ; AT 8'-0"MAXIMUM O.C.AND AT Q . --- _ r_--- -------- ------ ---------__-- ---_- ---------� a � � � � I I STAGGERED FOR 1 LAYER GYPSUM 16 15-8 ,6 �6-5 DETAI LS =
<br /> METAL STUDS, o ; c� 0 11 - - - ___ __ ___-- --- - LL
<br /> EACH WALL END.ALTERNATE ----- -- � �= c> > BOARD EACH SIDE, 16"MAXIMUM ,
<br /> 1!2"x 22 GA. 3'-0" CUT � A W LE E- A N v� a o � � � � 24" 14'-0" 24" 14'-9" y
<br /> DIRECTION OF BRACES ALONG �' � c� z O.C.STAGGERED FOR 2 LAYERS
<br /> --- --- -- � ---- - --- 3/4°SHORT FOR � � ' ANGLE TO TRACK WITH(8)NO ' O z Q p � � ' � GYPSUM BOARD EACH SIDE Status: �
<br /> P O S I B LOF WALL WHERE 3/4 D E F L E C T I O N a X ! � Q � w � �
<br /> 3/4"x 22 GA 4'-0" - _ 1 0 S C R E W S a z o � ¢ 4 0 0 S 1 2 5 1 2" 1 9'-0" 4 0 0 S 1 2 5 1 2" 1 9'-1 1° a
<br /> . __ __ ° � � _ CONSTRUCTION �
<br /> „ , . ,. � i- z - ' ( AT CIP CONCRETE AND POST- (4") ' (4") ` �
<br /> 1 x 20 GA 6-0 � � a z � � a 16" 17'-6" 16" 18'-4"
<br /> --- --- „ -- --�-;— --- -� ---! FOR WALLS T015'-0"- FiNISH MATERIALS a - �--�- AT DOUBLE BRACE-FASTEN �-._:� ¢ o � o Q ' i TENSIONED CONCRETE FLOOR: @
<br /> 1 1/4 x 20 GA T-0 VARY �, o, (2)ANGLES TO TRACK WITH(8) ,} PROVIDE HILTI X-U 0.157"DIAMETER 24" 15'-7° 24" ; 16'-5�� ' S ET m
<br /> _ ..._. ._ , BRACE WITH DOUBLED (MAXIMUM WEIGHT `� N"; ; N010 SCREWS AT EACH , � ! POWDER-ACTUATED FASTENERS, '
<br /> 1 12"x 20 GA 8'-6" 362S137-33 AT 8'-0"MAXIMUM - �
<br /> _.._. �_. ._,_ EQUAL TO 2 LAYERS ' '' ANGLE EMBED 3/4"PER ESR-2269.24" ! 12" 26'-g" ; Drawn By: KS Checked By: PM ?
<br /> O.C.AND AT EACH WALL END. ' ; 600S125 12" 25'-6" 600S125
<br /> 2°x 20 GA � 11'-6" GYPSUM BOARD EACH g ; � � MAXIMUM O.C.STAGGERED FOR 1 ,
<br /> ALTERNATE DIRECTION OF � , , i (6") `-- - ---- - - (6") - --- ` -- - Scale: As indicatetl Date: 05/11/18
<br /> --- -- -- ----4---- -- - SIDE PLUS APPLIED � i LAYER GYPSUM BOARD EACH SIDE, 16° 23'-2° 16" 24'-6" "
<br /> 2 1/2"x 18 GA 14'-6" ' BRACES ALONG LENGTH OF , � , ; � ,1, � � „ �.___ __ ________ _ _____ a ` ; Project Number.
<br /> FWISHES =
<br /> � - -- � - WALL.FASTEN DOUBLED � x ; � � Y 16 MAXIMUM O.C.STAGGERED FOR „ „ g
<br /> ; 3"x 18 GA 1T-3" ; : ; � � z Q { 2 LAYERS GYPSUM BOARD EACH 24 20'-3" 24 ; -- 21'-7 . . . �EA-0057A �
<br /> STUDS TOGETHER WITH NO 8 ; , - - ------------ - ------- -- �,
<br /> � ,--------- - -._ a - � '
<br /> SCREWS AT 24"MAXIMUM y v N � '- NOTES. �
<br /> 3 1/2"x 16 GA 23'-3" � p 1 , , Drawina Number: Revision: a
<br /> ------ ---- ------ ___ -- ---------- ---- -------------------- - ASSUMED ALLOWABLE DEFLECTION= L/240 �
<br /> =_� -_T ,.
<br /> Q SECTION ACROSS PART�TION �S sEcrioN acRoss BRacirv� - PROVIDE STUD BRIDGING AS REQUIRED BY GOVERNING CODES AND �
<br /> REGULATIONS � �
<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
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