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Key Plan:
<br /> NON-STRUCTURAL STEEL
<br /> . B A A A PARTITIONS - LIMITS
<br /> METAL STUDS PER ICC ES REPORT ESR-3064P, � AT SINGLE BRACE-FASTEN
<br /> ro,� I
<br /> 2��' �� / MAXIMUM HEIGHT 20-0 ,
<br /> I I � �� a ANGLE TO BRACE WITH(4)NO sM�°'�
<br /> ��N�M�� C�`S3"X 3"X 3"A N G L E � 10 SCREWS
<br /> J W I I F�NISH MATERIALS VARY(MAXIMUM WEIGHT (20 GAGE MINIMUM), � �
<br /> r "��Q Z FASTENED TO TRACK AT DOUBLE BRACE-FASTEN 30 MILS STUDS @ 5 PSF 33 MILS STUDS 5 PSF
<br /> • -'< < � C1 Q ac LL I EQUALTO 2 LAYERS GYPSUM BOARD EACH AND BRACED PER � �
<br /> I�t �G��P� F�� Z a � z� DETAILAT RIGHT � DOUBLE BRACE TO BOTH �25 GA NOMINAL
<br /> � � v SIDE PLUS APPLIED FINISHES) ) (20 GA NOMINAL)
<br /> � °- � � o ANGLES WITH(6)NO 10 SCREWS General Notes:
<br /> P' '��S ���aS � a O F' ' 20 GAGE MINIMUM 0 0 THROUGH BRACE AND BOTH A l l w o r l t t o b e c a r r i e d o u t i n a c c o r d a n c e w i t h t h e U K B u i l d ing Reg u l a ti o n s,B S I B ri ti s h
<br /> �'. � �' �`� �G�� F= ^� � � Standards,Local Water,Electrici
<br /> Q �G� c�G� � z O � DEEP LEG TRACK OR ANGLES STUD STUD b�9�ations and all other relevant Authorities
<br /> ' ���0� �.� a � °D a I I FASTENERS: S T U D S I Z E U M I T I N G W A L L H E I G H T S T U D S I Z E L I M I T I N G W A L L H E I G H T r a quirement c�ncemed.
<br /> a � � a SLOITED TRACK � SPACING SPACING All work to be cazried out in a professional�workmanship like manner accading to
<br /> ` G�t� ��S �� z � z � AT PLYWOOD FLOOR(MINIMUM 3/4" the plans&speafication.
<br /> �S �•G ��' O Z g � � CDX : ¢ �� �_ � „ , „ Da not scale off the drawings unless othervrise stated and use fgured dimeruions in
<br /> ) a 1625125 12 9 11' 1625125 12 10 4
<br /> � ���0� ��� F � W � PROVIDE 2 NO 8 X 1"WOOD SCREWS FOR WALLS TO 10'-0"- � �� P���"�'
<br /> �a I I ( ) , � (i-5/8 ) � (1-5/8") ' Atl dimensions are to be checked�verified on site before the commencement of any
<br /> S�� W'� � � `" a AT 24"MAXIMUM OC STAGGERED BRACE WITH 3625137-33 , F " 16" 9'-2" 16° 9�-$�� work,all dimensions&levels are sub'ect to final surve and set-0ut
<br /> �(OQ �� cQ. � Q ,,; �_ �� ' METAL STUDS,CUT 1 Y
<br /> ��\� � � u p � ( FOR 1 LAYER GYPSUM BOARD EACH AT 8 0 MAXIMUM OC AND AT � � „ , , „ This drawing�desgn is the property of the desgn group nominated on this sheet
<br /> � � � 3/4"SHORT FOR 24 8 3' 24 8�-9�� and should nat be r roduced either in art or whde without the wrilten cansent of
<br /> c� o ,n SIDE 16"MAXIMUM OC STAGGERED EACH WALL END.ALTERNATE � � AT SINGLE BRACE-FASTEN � p
<br /> � ¢ � u � � � � DIRECTION OF BRACES ALONG 3/4"D E F L E C T I O N > > t his firm.
<br /> v� p FOR 2 LAYERS GYPSUM BOARD EACH � g ANGLE TO TRACK WITH(8)NO 10
<br /> � � � �a++ O LENGTH OF WALL WHERE X X 250S125 12" 13'-2" 2505125 12" 13'-11'
<br /> O z a � � SIDE Q Q SCREWS „ , Consultants:
<br /> c� — LL �e `n FINISH MATERIALS VARY 2-1 2 16" 12'-1" „ 16" 12'-10"
<br /> a z o � � P05SIBLE. � g
<br /> � / ) (Z-1/2 )
<br /> � ra— �— oac � I I AT CIP CONCRETE AND POST- FOR WALLS TO 15'-0"- (MAXIMUM WEIGHT o - •
<br /> Q Z � �, a Q AT DOUBLE BRACE-FASTEN(2)
<br /> � LL >- ' TENSIONED CONCRETE FIOOR: BRACE WITH DOUBLED 3625137- EQUALTO 2 LAYERS in p ' 24" 10'- 24" il'-7"
<br /> � a � LL � � I I GYPSUM BOARD EACH � `� ANGLES TO TRACK WITH(8)NO
<br /> PROVIDE HILTI X-U 0.157"DIAMETER 33 AT 8'-0"MAXIMUM OC AND 10 SCREWS AT EACH ANGLE
<br /> POWDER-ACTUATED FASTENERS, AT EACH WALL END.ALTERNATE SIDE PLUS APPLIED
<br /> � � � 3505125 12" 17'-1" 3505125 12" 17'-10"
<br /> i ' EMBED 3/4"PER ESR-2269.24" DIRECTION OF BRACES ALONG FINISHES) � (3-5/8") ' (3-5/8")
<br /> " i
<br /> � I MAXIMUM OC STAGGERED FOR 1 LENGTH OF WALL.FASTEN 16" 15'-8" 16" 16'-5"
<br /> ( LAYER GYPSUM BOARD EACH SIDE DOUBLED STUDS TOGETHER 24 14-0 24 14-4
<br /> � � , �� � �� �� � ��
<br /> �\� I � � I 16"MAXIMUM OC STAGGERED FOR 2 WITH NO 8 SCREWS AT 24" ' ,
<br /> � � a � � � LAYERS GYPSUM BOARD EACH SIDE MAXIMUM OC.
<br /> � ' ` �' o Z z v v 4005125 12" 19'-0" 4005125 12" 19'-11°
<br /> �� .
<br /> /' �' T N �~ ( A } SECTION ACROSS PARTITION OB SECTION ACROSS BRACING (411, 16" 17'-6" (4"� 16" 18'-4"
<br /> ^ f I �/ 24" 15'-7" 24" 16'-5"
<br /> 6005125 12" 25'-6" 6005125 12" 26'-9"
<br /> �6„� (6��)
<br /> 16" 23'-2" 16" 24'-6"
<br /> 24" 20'-3" 24" 21'-7"
<br /> 20 CORNER SUPPORT AT PARTIAL HEIGHT PARTITION � G PARTITION TO FLOOR CONNECTION FOR SEISMIC SITUATIONS � � TOP OF PARTITION WHERE BRACED TO STRUCTURE ABOVE NOTES:
<br /> 3" = 1'-0" V 3" = 1'-0"
<br /> 3" = 1�-O�� - ASSUMED ALLOWABLE DEFLECTION=L/240
<br /> - PROVIDE STUD BRIDGING AS REQUIRED BY GOVERNING CODES AND REGULATIONS
<br /> EXPANSION MATERIAL
<br /> ----EXISTING STRUCTURE ABOVE
<br /> ' � � � PAINT TO MAT� '��11ALL COLOR WHEN
<br /> � � EXPOSEG�
<br /> EXISTING STRUCTURE ABOVE . o' �TRACK TO STRUCTURE EXISTING STRUCT''� .�E
<br /> SEE PARTITION PLAN ATTACH TRACK � 1 EXPANSION'' ,.
<br /> METAL STUD DIAGONAL BRACING TO ` .cEL 5 SIZE PER WALL TYPE
<br /> � FOR wa��rvPE , �, MATCH VERTICAL WALL GUAGE&SIZE @ ' = TO STRUCTURE MET' TOP ,rzACK ATT�, '0 TO STRUCTURE;
<br /> 12 � 48"O.C.MAX STAGGERED.SECURE TO LONG LEG, '/Y DEFLECTION TRACK LOh "G,HEAVY DEFLE�� ....nN TRACK
<br /> �� Z CASING BEA
<br /> 4,300. ��� : UNDERSIDE OF STRUCTURE ABOVE. 0 _ _L_ ��� �,
<br /> .,-
<br /> t � � �,r.a
<br /> CORNER BEAD(TYP.) '� U
<br /> `��� � ':EILWG AS SCHE� -D.REFER TO -
<br /> ,. 1 � O� ;:� _ _ -FLECTED CEIUN, .,:_ N ��,,. ""
<br /> RECESSED ALUMINUM FRAME� ALIGN a ° �
<br /> EILING AS SCHEDULED.REFER TO � � � �E�. 'AS SCh '_ED.REFER TO �'
<br /> FACE OF wA��BE�Ow REFLECTED CEILING PLAN. � _� — ;, W� 9LOCKWG AS REQUIRED REFL '�D CEILi, 'LAN. V
<br /> � -{I FOF� L MOUNTED
<br /> p I W FURN, �GS AND EQUIPMENT TO — LAYEr 5/8"GW� �TH SIDES TO
<br /> ,�,! � z J � � BE FIRt fREATED � a� TRUCTI.
<br /> .a:..
<br /> PAINT BACKSIDE Of i � -- r
<br /> - �8"MIN.b.,�STUD FRAMING,REFER TO NON-
<br /> GWB TO MATCH WALL ; � m :-_..�: F �-1 LAYER OF 5/8"GWB,BOTH SIDES TO ,
<br /> � : FinuSH c � o w Q UNDERSiDE OF CEILING - - ,UCTURAL STEEL LIMITS CHART FOR SIZE,GAUGE,
<br /> , . .�SPAN.
<br /> - : 1/2"DECORATIVE TEMPERE ' � � � � � 3-5/8"MIN.MTL STUD FRAMING, '
<br /> 1/4"THK NEOPRENE FILLER, GLASS IN RECESSED ALUMINUM � F- � � REFER TO NON-STRUCTURAL STEEL �
<br /> ALLOW 1/4"EA.SIDE FOR GLAZING U-CHANNEL
<br /> U � W LIMITS CHART FOR SIZE,GAUGE,
<br /> SEALANT TYP. � ` �s � AND SPAN. -
<br /> LOW PROFILE BLACK ALUMINUM
<br /> �� WALL BASE PER FINISH PLAN,SEE FINISH SCHEDULE
<br /> EXT.WINDOW MULLION CHANNEL � � 4300. WALL BASE PER FINISH 16 FINISH FLOORING,SEE FINISH PLAN
<br /> , FINISH FLOORING,SEE FINISH PLAN INTEGRAL COVE BAS ' I ( PLAN,SEE FINISH SCHEDULE 4300. ' '
<br /> WATERPROOF MEMBRANE FINISH FLOORING.
<br /> EXISITNG SLAB �-(SEE FINISH PLAN)
<br /> ��� EXISITNG SLAB
<br /> ��
<br /> WINDOW MULLION-DRYWALL DETAIL PARTITION �TYPE 'L' - FRAMELESS GLASS PARTITION �TYPE 'F' - TO GRID W/WATER MEMBRANE PARTITION �TYPE 'C' - FULL HT
<br /> 19 3 - 1 -0 15 11/2 — 1 0 7 11/2 — 1 0 3 11/2 — 1 0
<br /> 20 SEE DETAIL FOR CORNER FRAMING
<br /> 00.
<br /> PER PLAN LINE OF END OF PLANTER BEYOND
<br /> �� EXISTING STRUCTURE ABOVE
<br /> EXISTING STRUCTURE ABOVE EXISTING STRUCTURE ABOVE
<br /> ' :"' '�"�'Y'"� DOVETAIL JOINT AT PLYWOOD ' METAL STUD DIAGONAL BRACING TO
<br /> .................... .
<br /> DIAGONAL BRACING TO DECK ABOVE ' OUTSIDE CORNERS 12 � <. MATCH VERTICAL WALL GUAGE&SIZE @
<br /> 12 � � �� ` 4300. �� " 48"O.C.MAX STAGGERED.SECURE TO DIAGONAL BRACING TO DECK ABOVE
<br /> �� oo f � UNDERSIDE OF STRUCTURE ABOVE. 12 "
<br /> 4-300. � ' � , ,
<br /> � 4-300. ���
<br /> , ;; `: :_� _
<br /> : =; M �---J :
<br /> ' ( . :: �::---�-�-- ...:. .....:..:....:: : FOR PLANT SHELF METAL FRAMING �� ,. , j . Z . � �
<br /> . ...
<br /> �� a RECESSED ALUMINUM FRAME ALIGN � ACOUSTIC SEALANT,BOTH SIDES.
<br /> p :: � i H '. ��+
<br /> ~ � � 3/8"CLEAR TEMPERED GLASS I � > EILING AS SCHEDULED.REFER TO _
<br /> o � � rv� ' ` ` 1 LAYER OF 3/4"CLEAR COAT w
<br /> EILING AS SCHEDULED.REFER TO = MAPLE PLYWOOD RECESSED ALUMINUM GLAZING W REFLECTED CEILING PLAN. - EILING AS SCHEDULED.REFER TO
<br /> ;:
<br /> ,�.
<br /> REFLECTED CEILING PLAN. u� ;; ' ' :: U-CHANNEL •,, --- � - REFLECTED CEILING PLAN.
<br /> � . �� a
<br /> � � ' 20 GAGE,3-5/8"MTL STUD FRAMING. SEALANT BOTH SIDES— I -" '
<br /> 1 LAYER OF 5/8"GWB,ONE SIDE TO F.. ; - 1 LAYER OF 5/8"GWB,BOTH SIDES TO 10123
<br /> : :
<br /> � ' UNDERSIDE OF CEILING
<br /> UNDERSIDE OF CEILING � ' ' , . - REC32STERED
<br /> � := . ';_._ � _ ` 1 LAYER OF 5/8 GWB,BOTH SIDES TO
<br /> 3-518"MIN.MTL STUD FRAMING,REFER a Z STRUCTURE ' ARCHITECT
<br /> o � 3-5/8"MIN.MTL STUD FRAMING,REFER TO NON- ,
<br /> TO NON-STRUCTURAL STEEL LIMITS �, .: -....-.-.--..--. , __._...__. ; : 16 O . STRUCTURAL STEEL LIMITS CHART FOR SIZE,GAUGE, �
<br /> CHART FOR SIZE,GAUGE,AND SPAN. 4300. Q 3-5/8"MIN.MfL STUD FRAMING,REFER - AND SPAN. �' , I � f 10/03/2016
<br /> 3 0. w TO NON-STRUCTURAL STEEL LIMITS BATT INSULATION ' ��� n�oiat�r DE VOEtE
<br /> �� r��� � F I N I S H F L O O R I N G. J CHART FOR SIZE,GAUGE,AND SPAN.
<br /> (SEE FINISH PLAN) � � STATE OF W11S�iING?ON
<br /> WALL BASE PER FINISH PLAN,SEE 1 w � WALL BASE PER FINISH PLAN,SEE - WALL BASE PER FINISH PLAN,SEE FINISH SCHEDULE
<br /> ' FINISH SCHEDULE � :: � 16 n' FINISH SCHEDULE
<br /> 16 FINISH FLOORING,SEE FINISH PLAN
<br /> ' ' FINISH FLOORING. I '== I 3/4"BLACK EXTRUDED 4300, FINISH FLOORING,SEE FINISH PLAN 4-300. _
<br /> (SEE FINISH PLAN) ALUMINUM L-TRIM I I I _ I
<br /> ��� , _
<br /> ——� ��� EXISITNG SLAB ��� EXISITNG SLAB
<br /> PERMIT SET 10/03116
<br /> REV DESCRIPTION DATE BY CHK
<br /> 14 PARZ ITION��TYPE 'K' - SINGLE FINISHED SIDE � O PAR2 ITION��TYPE 'H' - PLANTER G PAR2 ITION��TYPE 'E' - CLERESTORY GLAZING � PAR2 ITION��TYPE 'B' - TO GRID W/ INSULATION
<br /> V �
<br /> EXISTING STRUCTURE ABOVE 701 5th Ave., Suite 6730
<br /> 20 SEE DETAIL FOR CORNER FRAMING � NEW EXPANSION MATERIAL Seattle WA 98104 USA
<br /> 4300. ATTACH TRACK +1 206 270 7000
<br /> TO STRUCTURE - NEW METAL TOP TRACK www.unispace.com
<br /> CASING BEA ATTACHED TO STRUCTURE;
<br /> i EXISTING STRUCTURE ABOVE � LONG LEG,HEAVY EXISTING STRUCTURE ABOVE EXISTING STRUCTURE ABOVE
<br /> I = DOVETAIL JOINT AT PLYWOOD NEW DIAGONAL BRACING _ DEFLECTION TRACK METAL STUD DIAGONAL BRACING TO Client/Project Name/Address:
<br /> DIAGONAL BRACING TO DECK ABOVE OUTSIDE CORNERS,BOTH SIDES � NEW 3-5/8"MIN.MTL STUD �2 �� �� MATCH VERTICAL WALL GUAGE&SIZE @ DIAGONAL BRACING TO DECK ABOVE
<br /> 12 ; '�� ' 1 LAYERS OF NEW 5/8" -= FRAMING;REFER TO NON- ^ 48"O.C.MAX STAGGERED.SECURE TO �2
<br /> �� . QUIET ROCK GYP BD . STRUCTURAL STEEL LIMITS 4�00. ��
<br /> '� UNDERSIDE OF STRUCTURE ABOVE. 4-300. `�
<br /> � - CHART FOR SIZE GAUGE AND � � � k
<br /> I I '` OUNTERTOP WHERE INDICATED - ._ ______ SPAN _ T _., I. I _. �
<br /> � FLUKE CAFE/FITNESS �
<br /> _ _ ' ON PLAN;SEE DETAIL 2/A5-300.1 N �� . :' t
<br /> �� ` FOR ADDITIONAL INFO. -
<br /> EXISTING CEILING � � 6920 Seaway Blvd, Everett,WA 98203 �
<br /> _ Y
<br /> I
<br /> 1 LAYER OF 3/4"CLEAR COAT EXISTING GYP BD
<br /> - EILING AS SCHEDULED.REFER TO d MAPLE PLYWOOD,BOTH SIDES o EILING AS SCHEDULED.REFER TO EILING AS SCHEDULED.REFER TO LL,
<br /> - - REFLECTED CEILING PLAN. � y REFLECTED CEILING PLAN. REFLECTED CEILING PLAN. Drawing Title: �
<br /> ' W 20�AGE,r718"MTL STUD FRAMING. o � ALPHA ALUMINUM FRAME � '�
<br /> _ 1 LAYER OF 5/8"GWB,ONE SIDE TO � v� o SYSTEM OR EQUAL(BLACK i 1 LAYER OF 5/8'GWB,BOTH SIDES TO �
<br /> ' ; UNDERSIDE OF CEILING z � � ANODIZED) i UNDERSIDE OF CEILING Yi
<br /> �` 1 CONTINUOUS PIECE OF 3/4"CLEAR COAT �" `' ` g 1'
<br /> p - S ALUMINUM FRAME BEYON 3-5/8"MIN.MTL STUD FRAMING REFER TO NON- �,
<br /> MAPLE PLYWOOD,ONE SIDE TO UNDERSIDE � Z ' w STRUCTURAL STEEL LIMITS CHART FOR SIZE,GAUGE, PARTITIO N D ETA1 LS '�
<br /> _ - OF CEILING AT HALLWAY SIDE � - z � AND SPAN. W
<br /> a � NEW BATT INSULATION `
<br /> 16 - �5/8"MIN.MfL STUD FRAMING,REFER TO NON- ° � - 3/8"CLEAR TEMPERED GLASS �
<br /> STRUCTURAL STEEL LIMITS CHART FOR SIZE,GAUGE, ,-q� �� FINISH FLOORING. _ �
<br /> �' � AND SPAN. � ;:. (SEE FINISH PLAN) - �
<br /> 16 i ONTINUOUS ACCOUSTICAL WALL BASE PER FINISH PLAN,SEE FINISH SCHEDULE
<br /> - WALL FINISH AND BASE AS - EXISTING METAL STUD FRAMING i
<br /> i SEALANT BOTH SIDES FtNISH FLOORING. ' �
<br /> ALPHA ALUMINUM FRAME � ) Status:
<br /> FINISH FLOORING. ��• �� � SCHEDULED - 16
<br /> ', i : i (SEE FINISH PLAN) I _ I 3/4"BLACK EXTRUDED _ SYSTEM OR EQUAL(BLACK _ Perm it Set �
<br /> ALUMINUM L-TRIM ANODIZED) ir -N FINISH FLOORING,SEE FINISH `�00• I ' (SEE FINISH PLAN) �
<br /> � P�N Drawn By: KSRIIH Checked By:DD �
<br /> _ . �
<br /> ��� EXISITNG SLAB HILTI LOW VELOCITY POWER DRIVEN 3
<br /> FASTENER-0.145 DIAx 1-1l4"EMBED ��� Sca1e: AS indiCated Date: 10/03/16 �
<br /> Project Number: �D064
<br /> @ 24"O.C.LARR#25646 �
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<br /> Drawing Number: Revision: a
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<br /> ' ' - PLYWOOD PARTITION TYPE 'J' - PARTIAL HT PARTITION TYPE 'G' - EXISTING W/ NEW SOUND BARRIER PARTITION TYPE 'D' - RELITE PARTITION TYPE 'A' - TO GRID � � o
<br /> 7 1 1/2" = 1'-0" � 3 1 1/2" = 1'-0" � �� _ �_ „
<br /> 5 1 1/2" = 1'-0" � 1 1/2" = 1'-0" W
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