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i DOOR(CLOSED)AND TRANSITION
<br /> PATIENT ROOM PATIENT TOILET ROOM PATENT ROOM PATIENT TOILET ROOMDOOR(CLOSED)AND TRANSITION
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<br /> GROUT JOINT FLOORING AS SCHEDULED
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<br /> FLOORING AS SCHEDULED
<br /> W C
<br /> FINISH FACE OF JAMB DOOR WHERE OCCURS
<br /> Is.
<br /> PARTITION AS SCHEDULEDBEYONDNOTE: FLOOR FINISH SEE DOOR SCHEDULE S00 WHERE EE DOR SC�EDULEt) uSTRANSITIONS NOTE. FLOOR FINISH�` TILE WALL STAINLESS STEEL OUTSIDE CORNER EDGE PROFILE AT DOOR:OPENINGS TO BE I 11 DOOR FRAME BEYOND TRANSITIONS DRY-SET MORTAR BOND COAT RUBBER BASECENTERED ON DOOR IN AT DOOR::OPENINGS TO BE1 CLOSEREQ SI DOOR IN
<br /> PIH.M.FRAME BEYOND
<br /> WALL TILE WITH COVE BASE CLOSED POSITION, TYPICAL.COVED TILE BASE BEYOND CLOSED POSITION,TYPICAL. IRESILIENT FLOORING RESILIENT FLOORING AS SCHEDULEDW *-
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<br /> 1 GROUT JOINT TILE FLOOR,THICK SET OVERAS SCHEDULED1WATERPROOF MEMBRANEON�1 TILE FLOOR THICK SET OVER SLOPED MORTAR BED OVER I " >� I FLOAT UNDERLAYMENT0 ,...G)
<br /> FLOAT UNDERLAYMENT MIN.1/8 PER 1-0WATERPROOF MEMBRANE ON SLOPED SLAB DEPRESSION I MIN.1/8"PER 1'-0",2'-0"MIN. Z r°
<br /> MORTAR BED OVER SLAB DEPRESSION ALIGN WHERE NECESSARY, 2-0 MIN. j® •:\,'` I jSTAINLESS STEEL SCREED., ,. \\�\�:�����\\\\\ ., \\\�\\\\�\ + ��___`__`_ ������� ! HEAT-WELDED SEAMf • ,
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<br /> ° ° ° Ll ° AS SCHEDULED
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<br /> EVERETT,WASHINGTON
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<br /> 14 PATIENT TOILET ROOM BASE DETAIL 9 PATIENT TOILET ROOM THRESHOLD 5 TRANSITION AT RESILIENT FLOORING / RESILIENT FLOORING 1 TRANSITION AT RESILIENT FLOORING / TILE (TERRAZZO SIM) <``- ,�
<br /> A8.90 SCALE: 6"=1'-0" A8.90 SCALE: 6"=1'-0" A8.90 SCALE: 6"=1'-0" A8.90 SCALE: 6"=1'-0"
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<br /> -- `IIS ••..m11■NOrilirN.N■11■.....1,1 MEMBRANEON Architechre/Plarr�ing/Interior Design
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<br /> BED OVER SLAB i DOOR(CLOSED)AND TRANSITION c.DOOR(CLOSED)AND TRANSITION
<br /> •■■ I 1.:..,.;:..:. DEPRESSION DOOR(LOSE)AND TRANSITION
<br /> ■.':.:: '.:�■■ ',. � (CLOSED) � I 925 Fourth Ave.,Suite 2400
<br /> ° Q. ° = ° CONCRETE SLAB j Seattle,Washington 98104
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<br /> I j DOOR; SEE DOOR (PH)206 623 9414
<br /> - NOTE: FLOOR FINISH SCHEDULE NOTE: FLOOR FINISH I
<br /> �' I I DOOR; SEE DOOR (FAX)206 623 7868
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<br /> Q � ! TRANSITIONS
<br /> NOTE: FLOOR FINISH ISCHEDULE TRANSITIONSQ° a ° I I FIRE STOPPING TRANSITION STRIPS AT DOOR OPENINGS TO BE ! AT DOOR OPENINGS TO BET-_ -L-1 ° ; i / SHALL NOT BE VISIBLE ! CENTERED ON DOOR IN I DOOR FRAME BEYOND CENTERED ON DOOR IN
<br /> Q DOOR FRAME BEYOND CLOSED POSITION,TYPICAL. CLOSED POSITION,TYPICAL. DOOR WHERE OCCURS Consultants
<br /> 4 Q/ � I ,� METAL DECK FROM CORRIDOR SIDE AND I I SEE DOOR SCHEDULE
<br /> ° , , , / SHALL NOT EXTEND
<br /> LFE SAFETY
<br /> °� I I g Q FIRE-PROOFING BEYOND DOOR FRAME I '
<br /> � CARPET AS SCHEDULED I DOOR FRAME BEYOND ROLF JENSEN&ASSOCIATES
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<br /> 19125 North Creek Parkway Ste 120
<br /> STAINLESS STEEL SCREED,
<br /> CARPET AS SCHEDULED Bothell,Washington 98011
<br /> MATCH HEIGHT OF CARPET
<br /> /� ALIGN CRUSH HEIGHT OF CARPET
<br /> V I CRUSH HEIGHT CM.ENGINEER
<br /> I WITH ADJACENT FLOORING Magnusson Klemm.Associates
<br /> TILE ! FLOAT UNDERLAYMENT ! FLOAT UNDERLAYMENT 1301 Fifth Avenue,Suite 3200
<br /> 15 PATIENT ROOM SHOWER DRAIN I
<br /> 'MI:,1/8"PER 1'-0", 2'-0"MIN.TO ALIGN MIN.1/8"PER 1'-0", 2'-0"MIN. $eattle,Washington 98101-2699
<br /> A8.90 SCALE: 6"= 1'-0" CRUSH HEIGHT OF CARPET I
<br /> I STAINLESS STEEL SCREED
<br /> ALUMINUM TRANSITIONI LANDSCAPE ARCHITECT
<br /> RESILIENT FLOORING AS TILE AS SCHEDULED
<br /> Site Workshop
<br /> SCHEDULED
<br /> j,111& j SEALED CONCRETE,AS SCHEDULEDilli927 Post Alley
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<br /> Seattle,Washington 98101
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<br /> EDGE OF EXISTING n --Iiimirl....- ; STRUCTURAL ENGINEER
<br /> COLUMN BEYOND Z en
<br /> Magnusson Klemac Associates
<br /> I\/ IL 1301 Fifth Avenue,
<br /> "BLACKENED STEEL Seattle Washington 98101-26 9
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<br /> TRANSITION-
<br /> ATTACH TO EXISTING
<br /> MECHANCAL ENGINEER
<br /> --� SLAB WITH Ya"�
<br /> EXPANSION ANCHOR CDi Engineers
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<br /> SCHEDULED FLOORING ,o TRANSITION 4200 194th Street S.W,Suite200 AT TILE / SEALED CONCRETE 6 TRANSITION AT CARPET / RESILIENT FLOORING 2 TRANSITION AT CARPET / TILE (TERRAZZO SIM) Lynnwood,Washington 98036
<br /> A8.90 SCALE: 6"=1'-0" A8.90 SCALE: 6"=1'-0" A8.90 SCALE: 6"=1'-O"
<br /> NEW GROUT CEMENTITIOUS
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<br /> ELECTRICAL ENGINEER
<br /> JOINT UNDERLAYMENT SPARLNG
<br /> 720 Ove Way,Suite 1400
<br /> OFWTILE EDGE TILE F FLOORING (CLOSED) Seattle,Washington 98101-1853
<br /> DOOR AND TRANSITION
<br /> EXISTING TILE �, .,
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<br /> TO REMAIN w ° a EL.VARIES V ! .• GENERAL CONTRACTOR
<br /> PARTITION AS SCHEDULED M.A.Mortenson Company
<br /> EXISTING MOBNN Lf NOTE: FLOOR FINISH DOOR WHERE OCCURS • 14719 N.E.29th Place
<br /> ° MOB LEVEL 01 �� SEE DOOR SCHEDULE Belevue,Washington 98007
<br /> CONCRETE SLAB ,. ;Q EL. +130'-6 1/2° •
<br /> �� TRANSITION STRIPS
<br /> ►,�/�, ter•,a Q SHALL NOT BE VISIBLE :
<br /> 1,1 FROM CORRIDOR SIDE AND CONTINUOUS SECURITY SEALANT
<br /> ,,,\ SHALL NOT EXTEND
<br /> •
<br /> BETWEEN FINISHED WALL AND WALL Revisions
<br /> / BEYOND DOOR FRAME I . H.M. FRAME BEYOND • • •
<br /> v PROTECTION PANEL
<br /> FLOORING AS .
<br /> 16 MOB RAMP EDGE
<br /> SCHEDULED
<br /> A8.90 SCALE: 6"= 1'-0" INFILL BETWEEN DIVIDER ! ..: •
<br /> STRIPS WITH GROUT- TO BE I RESILIENT TRANSITION STRIP
<br /> RS- SELECTED BY ARCH ON SITE j TO MATCH ADJACENT
<br /> WALL BASE COLOR WALL PROTECTION PANEL
<br /> TERRAZZO FLOORING Q3 DR 16/ADDENDUM 3 04/06/09
<br /> ANTI-FRACTURE MEMBRANE I ,6 DOCUMENT RELEASE 21 09/14/09
<br /> j_____y
<br /> CONCRETE AS SCHEDULED
<br /> COLUMN REVEAL j :'' RECORD DRAWINGS 01/20/12
<br /> /� BEYOND - c
<br /> V • IV a ^ �7 WCP 145 05/30/14
<br /> •1"BLACKENED STEEL
<br /> TRANSITION-
<br /> ATTACH TO EXISTING
<br /> SLAB WITH Y4"0 •
<br /> EXPANSION ANCHOR -
<br /> COLD JOINT
<br /> •.
<br /> SCHEDULED FLOORINGV
<br /> CONCRETE SLAB
<br /> NEW GROUT --\ CEMENTITIOUS
<br /> JOINT UNDERLAYMENT 11 TERRAZZO JOINT AT SLAB COLD JOINT 7 TRANSITION AT CARPET OR RESILENT FLOORING / SEALED CONCRETE 3 WALL PROTECTION HEAD DETAIL
<br /> SAWCUT EDGE REMOVE EXISTING A8.90 SCALE: 6"=1'-0" A8.90 SCALE: 6"=1'-0" A8.90 SCALE: 6"=1'-0"
<br /> OF TILE TILE FLOORING
<br /> EX SRTNG EMAIN LE Illllllllllll111111 IIIIIIIIlIll 1.1 11E111 I ENTRY RAMP
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<br /> EXISTING MOBLI RS-
<br /> _ ' ° MOB LEVEL 01 Drawing Title
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<br /> CONCRETE SLABQ� "
<br /> �; i% �r ,a ' EL.+130.-6 1/2" 1 TERRAZZO FLOORING
<br /> 1,i ANTI FRACTURE MEMBRANE Z\ INTERIOR DETAILS -/, FLOORING TRANSITIONS
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<br /> Z i N DOOR(CLOSED)AND TRANSITION
<br /> 16A MOB CONNECTION EDGEt /\/
<br /> A8.90 SCALE: 6"=1'
<br /> WALL PROTECTION PANELS
<br /> SAW CUT CONTROL JOINT, 0
<br /> TO BE FULL HEIGHT WHERE OCCURS 3 NOTE: FLOOR FINISH DOOR WHERE OCCURS
<br /> WITHOUT HORIZONTAL TRANSITION STRIPS j SEE DOOR SCHEDULE
<br /> •
<br /> JOINTS. UTILIZE 10-0
<br /> " 12 TERRAZZO JOINT SHALL NOT BE VISIBLE 10654 REGISTERED
<br /> A8.90 SCALE: 6"=1'-0"
<br /> OR 8'-0"LONG SHEETS FROM CORRIDOR SIDE AND
<br /> AS REQUIRED. • • ARC IT
<br /> D WIDTH
<br /> OF DOOR.::.••: • • H M FRAME BEYOND
<br /> .. ... ... FRAME j
<br /> • T
<br /> CONTINUOUS SECURITY SEALANT j S STATEOF WASHINGTON
<br /> BETWEEN COVE BASE AND WALL
<br /> PROTECTION PANEL ! RESILIENT FLOORING AS
<br /> : Co ! SCHEDULED
<br /> RESILIENT FLOORING
<br /> �, -F.
<br /> ••• ; AS SCHEDULED �3
<br /> I RESILIENT TRANSITION STRIP
<br /> TO T.'
<br /> 7c,`
<br /> � ••' ! WALL BASE COLOR ATCH NT
<br /> a, I Date: NOVEMBER 03,2008
<br /> i RS— Job No. 580613.02
<br /> R A ZO FLOORING
<br /> •
<br /> oo ..; FILLET STRIP � R Z � - •• CONCRETE AS SCHEDULED Drawn By:
<br /> o ' .1 ANTI-FRACTURE MEMBRANE,S /Q ' Checked By:
<br /> � •
<br /> � TiCIEL3EPIgIrCHTIEITH-rANE'
<br /> I1/811, 2 ,,
<br /> o 00 ' " - I • a A. • '' ° WITHOUT HORIZONTAL 1 Drawing No.
<br /> o L o ,y.,, JOINTS. UTILIZE 10'-0"
<br /> � . •. o•.�.
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<br /> 1mm � _ AOSR REQ„RED.,-,3,t c,' tit
<br /> CONTINUOUS VERTICAL SECURITY
<br /> `c," ,� SAW CUT CONTROL JOINT
<br /> SEALANT BETWEEN WALL A8.90
<br /> PROTECTION PANELS
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<br /> '>:\� PLAN DIMENSION / A
<br /> 18 WAL PROTECTION AT SV COVE BASE 13 TERRAZZO JOINT 8 WALL PROTECTION VERTICAL JOINT 4 TRANSITION AT RESILIENT FLOORING / SEALED CONCRETE
<br /> N A8.90 SCALE: 6"=1'-0" A A8.90 SCALE: 6"=1'-0" A8.90 SCALE: 6"=1'-0" A8.90 SCALE: 6"=l'-0"
<br /> o, 1700 13th St-PGMC 2nd Floor Surgery-B1406-017 _ _
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