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� � � NON-STRUCTURAL STEEL KeyPlan
<br /> � �
<br /> PARTITIONS - LIMITS
<br /> � - _ - -- -- _
<br /> _ _ _ _ ___--- --_
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<br /> /tij�GqG ''`�C , � META�STUDS�PER ICC ES REPORT ESR-3064P), �Q / � ', � I I AT SINGLE BRACE-FASTEN i
<br /> �N�,��F �S / x MAXIMUM HEIGHT 20'-0" �,, / I I I ANGLE TO BRACE WITH(4)NO
<br /> 2�J _�,� ; I I a �/ / 3°x 3°x 3��ANGLE � Zo scREws 30 MILS STUDS @ 5 PSF 33 MILS STUDS @ 5 PSF
<br /> '
<br /> � " � Q . � � � (20�a�E MiN�nnuM>, � � I � I � (25 GA NOMINAL) (20 GA NOMINAL)
<br /> � x x � 5 � c
<br /> \ � W / � e z I , � FINISH MATERIALS VARY(MAXIMUM WEIGHT �-- FASTENED TO TRACK X ! I � I AT DOUBLE BRACE-FASTEN General Notes:
<br /> Q , All work to be carned out in accordance with the US International Building Code,Local
<br /> �� Q � ,1 � EQUAL TO 2 LAYERS GYPSUM BOARD EACH AND BRACED PER � � DOUBLE BRACE TO BOTH Building Codes and Safety Regulations,Water,Electricity regulations and all other
<br /> x �G �S S N > � � SIDE PLUS APPLIED FINISHES) / � DETAIL AT RIGHT o � ANGLES WITH(6)NO 10 SCREWS � STUD SIZE STUD � ��MITING WALL HEIGHT STUD SIZE STUD ( LIMITING WALL HEIGHT relevantAuthonhes requirementconcemed.
<br /> � �' I I ' � � � , 00 ( TH ROUGH BRACE AND BOTH � ( SPACING SPACING All work to be carried out in a professional&workmanship like manner according to the
<br /> i "�� �� z a � � � 20 GAGE MINIMUM
<br /> G � . �'� p — �
<br /> S
<br /> ` � �p�G� , ~ a � � I , I I � � � DEEP LEG TRACK OR h � ANGLES plans&specification.
<br /> � ��� ���' ' � O m -' � - I J 1625125 12" 9'-11" 1625125 12" 10'-4° Deferenr�le off the drawings unless otherwise stated and use figured dimensions in
<br /> SLOTTED TRACK L� _ P
<br /> :,.
<br /> �c� , Q � � a I I FASTEN E RS: -__ _-._ _ _ __ _ -_ _ _ _ __ - (1-5/8") (1-5/8��) All dimensions are to be checketl&verified on site before the commencement of any
<br /> � . �, ,`0�� I � Q ¢ Q I � , z ; 16" 9 2' 16' 9�-8�� work,all dimensions&levels are sub ect to final surve and set-out.
<br /> -� AT PLYWOOD FLOOR MINIMUM 3/4' I � _, Q
<br /> �Q�G� � - p z Q � CDX): � a i � This drawing&design is the property of the design group noted on this sheet and
<br /> , � � � � ! „ �+ 24" ! 8'-3" i 24 � 8'-9"
<br /> P,� � _ � Q , ' F O R W A L L S T O 1 0'-0"- I �� � � ' I � ; s h o u l tl n o t b e r e p r o d u c e d e i t h e r i n p a r t o r w h o l e w i t h o u t t h e w n tt e n c o n s en t of thi s firm.
<br /> y �Q\\�� Q a a � I ' I PROVIDE(2) NO 8 X 1' WOOD SCREWS BRACE WITH 3625137-33 � i o � � '
<br /> . � c� a A T 2 4' M A X I M U M O C S T A G G E R E D M E T A L S T U D S,C U T ! 2505125 12" 13'-2" 2505125 I 12' 13'-11"
<br /> ' x�;�, a F- <( w AT 8 0 MAXIMUM OC AND AT � ' �
<br /> � I � � c� o I I FOR 1 LAYER GYPSUM BOARD EACN I 3/4"SHORT FOR � �i I I - - - -- - Consultants:
<br /> EACH WALL END.ALTERNATE � AT SINGLE BRACE-FASTEN (2-1/2") (2-1/2")
<br /> � , � O N �^ SIDE, 16" MAXIMUM OC STAGGERED I i 3/4" DEFLECTION > > I 16" 12'-1" 16' 12'-10°
<br /> , , � � � = o ' DIRECTION OF BRACES ALONG Q Q ANG�E TO TRACK WITH(8)NO 10
<br /> _ Q Q i i _- -- __ _- __ _
<br /> �, �„ Q p v � FOR 2 LAYERS GYPSUM BOARD EACH X x
<br /> I ' � � � 11' O SIDE LENGTH OF WALL WHERE I I SCREWS � 24° 10'- 24" 11'-7"
<br /> , O z a m � FINISH MATERIALS VARY � �
<br /> c� ,1 ,c POSSIBLE. � I
<br /> � ``_ ' z MAXIMUM WEIGHT - �
<br /> i i ' a Q � Q � ' FOR WALLS TO 15'-0"- � � o; � AT DOUBLE BRACE-FASTEN (2)
<br /> � ! � � F � � � � AT CIP CONCRETE AND POST- � EQUAL TO 2 LAYERS �„ -' ' ' 3505125 12° 17 1" 3505125 � 12 17'-10'
<br /> ¢ z � �- a BRACE WITH DOUBLED 3625137- .-, �I ANGIES TO TRACK WITH(8)NO !
<br /> ` � / � p � ,� ?. TENSIONED CONCRETE FLOOR: � i GYPSUM BOARD EACH ' i3-518°) r - �- - (3-5/8") - - -
<br /> Q u LL O � I � � 33 AT 8'-0' MAXIMUM OC AND II 10 SCREWS AT EACH ANGLE 16" 15-8" i 16' ; 16'-5"
<br /> I PROVIDE HILTI X-U 0.157' DIAMETER I I . i � _ _
<br /> � , �i i I ( i AT EACH WALL END.ALTERNATE FIN SHES) APPLIED Z4" 14'-0" 24" 14'-9"
<br /> POWDER-ACTUATED FASTENERS,
<br /> ; DIRECTION OF BRACES ALONG I I
<br /> EMBED 3/4" PER ESR-2269.24"
<br /> � I I MAXIMUM OC STAGGERED FOR 1 LENGTH OF WAIL FASTEN I �
<br /> LAYER GYPSUM BOARD EACH SIDE, DOUBLED STUDS TOGETHER I I 4005125 12" 19' 0' 4005125 12" 19'-11" i
<br /> � � � WITH NO 8 SCREWS AT 24" , I �4��� ._ _ _ ___ _ (4��� __ _ --
<br /> � � 16" MAXIMUM OC STAGGERED FOR 2 I I I "
<br /> I / I � z v I LAYERS GYPSUM BOARD EACH SIDE MAXIMUM OC. I ' W i ; 16" 17'-6" 16" 18'-4
<br /> ; I
<br /> � � � o � � ; � � � i 24" ; 15'-7" � 24" i 16'-5"
<br /> �� � � B SECTION ACROSS BRACING �
<br /> A SECTION ACROSS PARTITION
<br /> ', X O O 600S125 12" 25'-6" 6005125 12" 26'-9"
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<br /> �6��� i6��)
<br /> 16" 23'-2" 16" 24'-6"
<br /> � I � 24" 20'-3" 24° 21'-7°
<br /> - - _- - - --- . __ ._ - - - - -..
<br /> CORNER SUPPORT AT PARTIAL HEIGHT PARTITION ; � � PARTITION TO FLOOR CONNECTION FOR SEISMIC SITUATIONS � 2 TOP OF PARTITION WHERE BRACED TO STRUCTURE ABOVE NOTES
<br /> 2O3" - �'-O" " - '- " - ASSUMED ALLOWABLE DEFLECTION L/240
<br /> 3" = 1�-O" — 3 — 1 0 , - PROVIDE STUD BRIDGING AS REQUIRED BY GOVERNING CODES AND REGULATIONS
<br /> . _ _ __ _ _ _- -_
<br /> ; _._ _ _ - ____�_ .
<br /> --EXPANSION MATERIAL ��/�� / ��� j����' EXISTING STRUCTURE ABOVE
<br /> ��� ���`�� � � � �� EXISTING STRUCTURE ABOVE
<br /> _ - PAINT TO MATCH WALL COLOR WHEN / i -- ----DIAGONAL BRACING TO DECK ABOVE
<br /> (�� � �` i EXPOSESD 12 � / %
<br /> !� ��� 4-300. /
<br /> �
<br /> - --ATTACHED TRACK TO STRUCTURE /
<br /> I , STEEL STUD SIZE PER WALL TYPE
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<br /> ����� % ��� � ��� � �� EXISTING STRUCTURE ABOVE � � ���
<br /> SEE PARTITION PL % - �` - - METAL STUD DIAG BRACWG TO - - „( I - - —LONG LEG HEAVY DEFLECTION TRACK � ��:;
<br /> / / MATCH VERTI UAGE&SIZE @ Z -- � z ��
<br /> r FOR WALI � ,�2 � ; I :
<br /> 't , � / ! 48"O.C. tRED.SECURE TO O O I I; CEILWG AS SCHEDULED.REFER TO
<br /> 4-300. � UND TRUCTURE ABOVE. v j i U � � REFLECTED CEILING PLAN.
<br /> � W CEILING AS SCHEDULED.REFER TO W
<br /> ���� O � � � REFLECTED CEILING PLAN. �,
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<br /> ER BEA - -_ _-_ _ ___
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<br /> ,� � a a I I ' WOOD BLOCKWG AS REQUIRED
<br /> ` ' �` ' � � FOR WALL MOUNTED
<br /> ; � RECESSED ALUMINUM FRAME - - I �_ ����� �}����q�, �y ¢ WOOD BLOCKING AS REQUIRED Q I �, EQUIPMENT TO
<br /> ' CEILING AS SCH D.REFER TO � � FOR WALL MOUNTED � FURNISHINGS AND
<br /> � ��� FLECTED CEILI AN. p ! �� FURNISHINGS AND EQUIPMENT TO � � BE FIRE TREATED
<br /> , OF WALL BEL01M �_
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<br /> � �� i � � � \ BE FIRE TREATED o �
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<br /> � � � , � m � 1 LAYER OF 5l8"GWB,BOTH SIDES TO � Q UNDERSIDE OF CEILING
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<br /> _ ��---�� , PAINT IDE oF ; � � o I � � 3 5 8EM NDE OF CEILING o 0 0 � RAMING, REFER
<br /> �t �� WB TO H WALL � ` " z � � o z O � TO/NON-S RUCTURAL STEEL LIMITS
<br /> '�r.�h, � � � - _ " .MTL STUD FRAMING, `� '� a Q
<br /> � SH w O REFER TO NON-STRUCTURAL STEEL w �--
<br /> — W x o I CHART FOR SIZE,GAUGE,AND SPAN.
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<br /> - '��� �,�, - 112"DECORATIVE TEMP � � �� �� z �' t- � I I �� LIMITS CHART FOR SIZE,GAUGE, c.> � w
<br /> �' I����� � GLASS IN RECESSED A � UM '
<br /> �� �"��5� �
<br /> ?_ � i' *1 4"THK NEOPRENE FILLER GLAZING U-CHANNEL Y ! � � ,16 AND SPAN. Y o � I I V, �s
<br /> / , - 4-300.
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<br /> ' �... :. ALLOW 1/4"EA.SIDE FOR �i ', — 4-300. � � � _ �INTEGRA�E OXY
<br /> _ I� SEALANT TYP. _ � P
<br /> � LOW PROFILE BLACK ALUMINUM Z = ' / PLAN,S E F NISH ISCHEDULE INTEGRAL EPDXY � Z I
<br /> CHANNEL INTEGRAL EPDXY i I j' COVE BASE
<br /> �� � COVE BASE � �: � COVE BASE � , �� I � �
<br /> I ExT.WINDow MU�LION FINISH FLOORING,SEE FINISH PLAN
<br /> � � - - -fINISH FLOORING.
<br /> j i I � ` ' �T I � (SEE FINISH PLAN) i I - -(INISH FLOORING.
<br /> � �-��; � ___ _� SEE FINISH PLAN)
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<br /> � , � ; __ EXISITNG SLAB � , / � � / , j � / /��/,�/ � �; � � �
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<br /> WINDOW MULLION-DRYWALL DETAIL � 5 PART,ITION �TYPE 'L' - FRAMELESS GLASS � PAR�ITION��TYPE 'F' - TO GRID W/ WATER MEMBRANE � PAR�ITION�TYPE 'C'- TO GRID W/ WATER MEMBRANE
<br /> 19 3 - 1 -0 11/2 1 0
<br /> SCHED. WALL TYPE
<br /> 20 SEE DETAIL FOR CORNER FRAMING
<br /> .�- _�i' I
<br /> 4-300.
<br /> PER PLAN LINE OF END OF PLANTER BEYOND Stamp: ����� -
<br /> � , � ; � / ' �' �— � %/ i i , i �����'����
<br /> �� � � � �� �� � �/ � — EXISTING STRUCTURE ABOVE � � � '
<br /> �� � �� ����� ' �� / � EXISTING STRUCTURE ABOVE �� //�/� ���i,j�� % � � �
<br /> � �_ __ ; / � � / % � , � � � � ��� / -� � EXISTING STRUCTURE ABOVE ,�„�������� -�
<br /> _
<br /> — DOVETAIL JOINT T PLYWOOD / - / ' - METAL STUD DIAGONAL BRP,CING TO � '
<br /> ; � - --- - - DIAGONAL BRACING TO DECK ABOVE ; ; � � OUTSIDE C " �Z / / MATCH VERTICAL WALL GUAGE&SIZE @ / DIAGONAL BRACING TO DEC BOVE �' ,� 11/04/2016
<br /> SET 114"GLAZING 12 � � � _ �� --� � � ���� 4-300. / 48"O.C.MAX STA� .SECURE TO 12 / / � �, � ;� g ,
<br /> � t _ .'�` .�` - �-
<br /> / oo � � UNDERSIDE OF� E ABOVE. I3CDI� T3��dC��#E
<br /> - CLEAR SILIC 4-300. � � � � � , ', � � � � 4-300. �
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<br /> 6 ' ._
<br /> - z ., �_ -- TI EALANT, IDES.
<br /> J a-3oo. ; � � I I � � � I RECESSED ALUMINUM FRAME � O
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<br /> � � p � � �1 � -� � " �T�� - 1 LAYER OF 314" COAT 3l8"CLEAR TEMPERED GLASS W � �" ��, � ING AS SCHEDU EFER TO '�
<br /> a � ; � CEILING AS SCHEDULED.REFER TO w � � ����., J
<br /> � �� PLE PLYWOOD RECESSED ALUMINUM GLAZING CTED CEILING EILI SCHEDULED.R TO
<br /> � REFLECTED CEILING PLAN. _ � I I � . ����� EFLE EILING PLAN.
<br /> � z I I � q, I �"�w_ U-CHANNEL _ _ _- _ W
<br /> o O -
<br /> , , � � � � � E,3-518"MTL S � RAMWG. SEALANT BOTH SIDES � � ' � -
<br /> I I_" _ _ � � a. �
<br /> _ -- -
<br /> _ i �, _. �� a �"
<br /> � } - 1 LAYER OF 5/8"GWB,ONE SIDE TO O I I ( � �. , — R OF B,BOTH SIDES
<br /> , UNDERSIDE OF CEILING � ' �- , ��� ` � � ���� U E 0
<br /> , �
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<br /> I u- �.: _ � 1� ��� � .�� '"` � 1 LA � 5l8"GWB,BOTH SIDES TO
<br /> v� � ' I — = - - 3-518"MIN.MTL STUD FRAMING,REFER � Q � �� � SID ING
<br /> `` ` STRUC ! 3-518 MTL S MING,REFER TO NON-
<br /> w � � TO NON-STRUCTURAL STEEL LIMITS � � . . a� 16 � �' ` I STRU TE ITS CHART FOR SIZE,GAUGE,
<br /> _
<br /> LS
<br /> � CHART FOR SIZE,GAUGE,AND SPAN. �' � � ; 4-300. � ° � "�� — 8"MIN.MTL STUD FRAMING,REFER � ND SP
<br /> � . � 4 3 0. ���� � � � � � FINISH FLOORING. � � ���,� � � � � � � ` �� �
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<br /> I I I W ' ,=j ° 46 NON-STRUCTURAL STEEL LIMITS �
<br /> Q E � ; � i ;;, W I � CHART FOR SIZE,GAUGE,AND SPAN. TT INSULATION
<br /> (SEE FINISH PLAN) ` �� �� � '� ' �
<br /> WALL BASE PER FINISH PLAN,SEE � ' " - - ALL BASE PER FINISH PLAN,SEE FINISH SCHEDULE
<br /> ', � ( � FINISH SCHEDULE I I , I � : WALL BASE PER FINISH PLAN,SEE
<br /> �� 1 — FINISH SCHEDULE 16
<br /> � FINISH FLOORING,SEE FINISH PLAN
<br /> ' SILL BELOW � � � ' � � � I �
<br /> ' I I _ ( � FINISH FLOORING. I ; � I I 3/4"BLACK EXTRUDED 4-300. � � ; FINISH FLOORING,SEE FINISH PLAN 4-300. I ' �
<br /> i {SEE FINISH PLAN) ALUMINUM L-TRIM
<br /> � � -- .. � ' ' �
<br /> �
<br /> r EDGE OF WALL BELOW � � ° " � � ' t� �B
<br /> �� &ALUMINUM TRIM ABOVE /� � � � �� ��� � � � � � ,/ � � ,�� -- EXISITNG S
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<br /> C�'� �� �, /, ; / %��� ; � /�% ,� ;�%// �/;5 � ' � %; i ,// / / EXISITNG SLAB � i /;
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<br /> iC ADdENDUM C 11/09116
<br /> � -- _ __ _ __ - -
<br /> REV DESCRIPTION DATE BY CHK
<br /> Q INTERSECTION OF CLERESTORY PERPENDICULAR WALL � PARTITION TYPE 'K' - SINGLE FINISHED SIDE PARTITION TYPE 'H' - PLANTER PARTITION TYPE 'E' - CLERESTORY GLAZING � PARTITION TYPE 'B' - TO GRID W/ INSULATION ` "
<br /> w
<br /> 1 � 1 1/2" = 1'-0„ � 1 1/2" = 1'-0" 1 1/2" = 1'-0" � �� ��� ����
<br /> 1 U 1 1/2" = 1'-0" I 1 1/2" = 1'-0"
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<br /> ; 701 5th Ave., Suite 6730
<br /> ' Seattle WA 98104 USA
<br /> +1 206 270 7000
<br /> �� ��� �% ' � /�� � � / EXISTING STRUCTURE ABOVE www.unispace.com
<br /> SEE DETAIL FOR CORNER FRAMING - ��"�- �- � --NEW EXPANSION MATERIAL
<br /> � 4-300. ATTACH TRACK � � i ;
<br /> ;
<br /> ,
<br /> TO STRUCTURE , � ' ;� -� NEW METAL TOP TRACK �f � ���j�� � �% j� ' -EXISTING STRUCTURE ABOVE �� � � �� / �� �� �� ' �� �.�-� - --�
<br /> � , ATTACHED TO STRUCTURE; METAL STUD DIAGONAL BRP,CING TO / ; - EXISTING STRUCTURE ABOVE Client/Pro ect N
<br /> �. , ,` ,
<br /> � �- � i i � CASWG BEAD� � � � % � LONG LEG,HEAVY � ame t Address:
<br /> ���/ � � � � , - - EXISTING STRUCTURE ABOVE � � �' � / / MATCH VERTICAL WALL GUAGE&SIZE / - -/ i � � --� � DIAGONAL BRACWG TO DECK ABOVE
<br /> - - -
<br /> ' t � � \ � �. DEFLECTION TRACK �2 / / 48"O.C.MAX STAGGERED.SECURE TO@ , 12 / /
<br /> _ --- -DOVETAIL JOINT AT PLYWOOD NEW DIAGONAL BRACIN
<br /> � - - DIAGONAL BRACING TO D CK ABOVE ' � OUTSIDE CORNERS,BOTH SI ES - __ 4-300.
<br /> �, % / '1 � �--, � 1 LAYERS OF NEW 518"- � � �- � '� � UNDERSIDE OF CTURE ABOVE. '
<br /> _ ` -NEW 3-5 MTL STUD / / 4-300. /
<br /> 12 ' QUIET ROCK GYP BD �
<br /> � / �� , � F LSTEEOLLIMTS
<br /> -- ' -- --- ' --- FLUKE CAFE - PHASE 2 �
<br /> _____ ____
<br /> 4-300. I OR SIZE GAUGE AND N
<br /> �� � PA �T� � ;�� . 6920 Seaway Blvd, Everett,WA 98203 N
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<br /> I _ I I - f� � DITIONAL INFO. - EXISTIN ING `
<br /> �- �, ) � �. CEILING AS S LED.REFER TO ! CEILWG AS SCHEDULED.REFER TO N,
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<br /> G , ; I --1 IA � F 314"'CLEAR C v � '' EXISTING G REFLECTED CE LAN. ' REFLECTED CEILING PLAN. Drawing Title: �
<br /> ` . �E S SCHEDULED. R TO ' a I I MAPL OOD,BOTH SI "' '
<br /> ALPHA ALUMINUM FRAME -
<br /> � � REFL ,.,-D CEILWG PLA . � I I -� � �/ � ; 1 LAYER OF 5/8"GWB,BOTH SIDES TO �'
<br /> SYSTEM OR EQUAL(BLACK �
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<br /> \ - LAYEF�°� �8°GWB,ONE SI =
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<br /> AGE, TL STUD FRAMI o Z � , �
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<br /> ; �� DERSI��,� CEILWG z , � '' } ' ALUMINUM FRAME BEYOND ' I � STRUCTU AL STEE�L LIMI S'CHART FOR�SIZEo,GAUGE, PARTITI O N D ETAI LS `�
<br /> - TINU ECE OF 314°CLEAR COAT � �- �
<br /> ' PLYW NE SIDE TO UNDERSIDE � � w>. $�� � I I _ AND SPAN. �
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<br /> �I� 3-518' MTL STUD FRAMING,REFER TO NON- Q ; 6- � V - NEW BATT INSULATION — £
<br /> � 4 STRU URAL STEEL LIMITS CHART FOR SIZE,GAUGE ; � " ---- ISH PLA , EE FINISH SCHEDULE
<br /> � . � INISH FLOORING.
<br /> --- - ---CONTWUOUS ACCOUSTICAL WALL BASE PER FIN N S o
<br /> 4-3 S`°� AND SPAN. � I EE FWISH PLAN} ALPHA ALUMINU ME--- SEALANT(BOTH SIDES) � ,�� I I - / _ FINISH FLOORING. Status: �
<br /> ` %'`' 3/4"BLACK EXTRUDED �6 WAL�FINISH AND BASE A - ` - -EXISTING METAI.STUD FRAMWG SYSTEM OR E4UA CK = -- FINISH FLOORWG,SEE FINISH 4-300. I I _ �'�/ (SEE FINISH PLAN) P E RM IT S ET @
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<br /> �, ALUMINUM L-TRIM � 4-300. � SCHEDULED �1� , ' ; ANODIZED) "' I I
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<br /> ALUMINUM L-TRIM I EXISITNG SLAB /� /�� � / / % HILTI LOW VELOCITY POWER DRIVEN ; � � � r , / , / Sca�e: AS indicated �ate: 11(4/16 �
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<br /> ��,._, �- s � � ' ' 4 O.C.LARR#25646 P � t Number.
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<br /> PARTITION TYPE 'M' - PLYWOOD ' PARTITION TYPE 'J' - PARTIAL HT PARTITION TYPE 'G' - EXISTING W/ NEW SOUND BARRIER PARTITION TYPE 'D' - RELITE ; PARTITION TYPE A - TO GRID � �
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