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Plans (19)
BU P2020-00001 0 5' l 50' 0 15' 25' 0 1' 12' 0 1' 6' 0 4 4' 0 I1' 3' 0 2' 0 1' 111 I I I I I I I I I 1 I I I � I III I I I I i,tttltt��t 1 I I I I I I 1 I 1. , „ , l , t , t t 1 I I I I I t t t t I t t 1 , . i , . 1 I 1 I I I I t t t t I t t I I 1 I t t I GRAPHIC SCALES 1/16' = 1' -0' 1/8' = 1' --0' 1/4' = 1' -0' 1/2' = 1' -0' 3/4' = 1' -0' 1' = 1' -0' 1-1/2' = 1' -0' 3' = 1' -0' If this sheet Is not 24' x 36' it is a reduced print •op • . 1/ i i � IP( TIGARD DENTAL OFFICE KAISER PERMANENTE. Kaiser Permanente STERILIZATION REMODEL RECEIVED JAN 0 2 2020 CITY OF TIGARD BUILDING DIVISION MISER PERMANENTE ® 7105 SW HAMPTON ST TIGARD , OR 97223 Revisions No. Revisions By Date Appr. PROJECT TEAM SCOPE DESCRIPTION KEYPLAN -411DRAWING INDEX NTS ANDERSON OWNER: Kaiser Permanente These construction drawings are for the remodel of the sterilization area of a ARCHITECTURAL DRAWINGS 500 NE Multnomah St., Suite 100 dental clinic, OHAP workspace and two new security doors. The overall project A1 .0 COVER SHEET DA B R O VV S K Portland, OR 97232 square footage is 740 s.f. A1 .1 SYMBOLS ARCH I TE C T S Tel: 503.348.6291 r A1 .2 ABBREVIATIONS AND WALL TYPES Contact: Jeremy Morgan All permits should be secured prior to the commencement of construction. II I A1 .3 SPECIFICATIONS L L C A3.0 DEMOLITION FLOOR PLAN Portland Office: -K4 �� c1430 SE 3rd Ave, ARCHITECT: Anderson Dabrowski Architects, LLC All work to meet tenant requirements and building standards for this facility. Any ,� A3.1 NEW FLOOR PLAN Ste 200 1430 SE 3rd Avenue, Suite 200 questions regarding product standards or procedures should be directed to ,�_ �/ Lr n o A7.0 SCHEDULES PoTrtland,(503) 2039-R 73774 Portland, OR 97214 Kaiser Permanente or the Architect. 4 _ u A7.1 INTERIOR ELEVATIONS AND CASEWORK SECTIONS F: (503) 239-7327 Tel: 503.239.7377 '.% %;i %i'I� - I,I i A9.1A9. NEW REFION REFLECTED LECTED CEILING PAN CEILING PLAN www.ADarchitects.com Contact: Jon Anderson, AIA, NCARB, AIBC, Principal Submittals for mechanical, electrical, plumbing, door hardware, casework, and �, - i�,ii� �, Contact: Breeze Griffin, Principal Architect finishes to be provided for review and approval by the Architect prior to order or , ••/�, , I fabrication. , i/�� f ' cI ® - ELECTRICAL DRAWINGS GENERAL . � ii 01) E0.1 SYMBOLS, LEGENDS AND ABBREVIATIONS ELECTRICAL+ E0.2 SCHEDULES �CONTRACTOR: Viking Engineering Construction . �D � P.O. Box 33532 L, % E1.1 DEMOLITION FLOOR PLAN LIGHTING _ x" //__ E1 .2 DEMOLITION FLOOR PLAN POWER AND SIGNAL � , q ,.0 '� ilii Ih_ -_ Portland, OR 97292 -- Tel: 503.489.9968 I I E2.1 FLOOR PLAN LIGHTINGll , a�e • _I E3.1 FLOOR PLAN POWER AND SIGNAL �' 0 MECHANICAL PAE �- I E7.1 DIAGRAMS ELECTRICAL �� ENGINEER: 522 SW 5th Avenue, Suite 1500 - I ci Portland, OR 97204 �. MECHANICAL DRAWINGS OF Tel: 503.542.0580 M0.1 SYMBOLS, LEGENDS AND ABBREVIATIONS MECHANICAL Contact: Anthony Vasquez, PE M0.2 EQUIPMENT SCHEDULES MECHANICAL Contact: Dave Williams, PE M0.3 SPECIFICATIONS MECHANICAL M1 .1 DEMOLITION FLOOR PLAN MECHANICAL ELECTRICAL PAE M2.1 FLOOR PLAN MECHANICAL ENGINEER: 522 SW 5th Avenue, Suite 1500 PROJ ECT DATA M5.1 DETAILS MECHANICAL Portland, OR 97204 Tel: 503.542.0583 -,__ � PLUMBING DRAWINGS SITE PLAN -- TIGARD Contact: Ariel Heintze, PE JURISDICTION: City of Tigard , OR , P0.1 SYMBOLS, LEGENDS AND ABBREVIATIONS PLUMBING 13125 SW Hall Blvd, P0.2 EQUIPMENT SCHEDULES PLUMBING Contact: Michelle Johnson, PE NTS Tigard, OR 97223 P0.3 SPECIFICATIONS PLUMBING Tel: 503.718.2439 AREA OF WORK P1 .1 DEMOLITION FLOOR PLAN PLUM CITY OF TIGARD This document is the property of the Owner and is P1 .2 FLOOR PLAN PLUMBING �E ,D 10 It CODE COMPLIANCE not to be used without his written permission PROJECT I Project Architect Approval: Approved: ADDRESS: Kaiser Permanente Tigard Dental . • OTC: 7105 SW Hampton St :Ns I.,. Fermis #: , Q,� - Tigard, OR 97223 ' ^ wn,,,, j/ SW*um 4, -2t O�' cL._1 �-1, ,4tti,io t;,/ .....c, g I I f BS1le #: SQUARE ValmartSuperceitery $ ! ? ! awP""'� OFFICE COPY By; Date: 1_. t3- , Architect/Engineer Of Record: FOOTAGE: 7,025 S.F. ` a mw n..A-aww ;a ,.I , v s 'w OCCUPANCY: B swit Ri sww co°a StALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE owB'&HomII SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI mp ovement y Q ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS, °S�ws�t APPLICABLE CODESCONSTRUCTION ampton Street = REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN min dn..hone I .I r PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BY LAW. TYPE: VB 1s : t .$ PacificParkway Center 9 s I 4 i I'' Facility All work to meet current federal, state, county, city and ADA codes and regulations. STORIES: 1 - K, H 'wP�e°� TIGARD DENTAL OFFICE a '�-� Portland Ore&i.Jrempte 9 � �•. (j Southwood �y..$ .$ 2019 Oregon Structural Specialty Code 7105 SW HAMPTON A '1TIGARD, OREGON 97223 w A ik. ,, � 2014 Oregon Fire Code Project \ t N.,..A` TIGARD DENTAL OFFICE i WESTL 2019 Oregon Mechanical Specialty Code ..,a _ , ' �) STERILIZATION o5, �tII - 2017 Oregon Electrical Specialty Code REMODEL ce CATV OF TIGARD t o-e x+,,,w Approved Planning - _ 1'"" Good ' l . " , - 2017 Oregon Plumbing Specialty Code Date: /P134) Sheet Title COVER SHEET All Oregon Occupational Safety and Health Division Standards Initials: _b•- 2013 National Fire Protection Association 10 - Portable Fire Extinguishers 3 VALIDITY OF PERMIT 2013 National Fire Protection Association 13 - Sprinkler Systems Fac No: 0R038-1 Bldg No: 1 Floor Lev: 1 Section: 1 cD THE ISSUANCE OF A PERMIT Anderson Dabrowski Architects, LLC, is not responsible for ensuring the o BASED ON CONSTRUCTION accuracy of the square footages listed on these contract documents. For legal 2013 National Fire Protection Association 72 - Fire Alarms Scale AS NOTED DCA No. 0. DOCUMENTS AND OTHER or leasingpurposes, final square foots es should be verified byothers. This Permit No. DATA SHALL NOT PREVENT p p q g a- THE CODE OFFICIAL FROM project must meet all current, applicable and accepted versions of the IBC, ADA, 2012 National Fire Protection Association 99 - Health Care Facilities Drwn By MAN Sheet REQUIRING THE CORRECTION UFC, NFPA, OARs, etc.. ob OF ERRORS. OSSC 105.4 2012 National Fire Protection Association 101 - Life Safety Code Chckd By JMA A1 .0 E Issue Date 12/30/19 z 0 5' 50' 0 5' 25' 0 1' 12' 0 1' 6' 0 4' 0 1' 3' 0 2' 0 1' 111111111111111 1 1 1 1 1 1 I 1 1 1 ILII I 1 1 1 I 1 II I I I IIIIIIIIIIII1 F 1 I 1 I 1 I 1 l I 1111111111 »1 I I I 1 l I 1111111111111 I 1 I 1 Iiiiiilimil 1 I I I I 1 1 I I I 1 t 1 I GRAPHIC SCALES: 1/16' = 1' -0' 1/8' = 1' -0' 1/4' = 1' -Q' 1/2' = 1' -0' 3/4' = 1' -0' 1' = 1' -0' 1-1/2' = 1' -0' 3' = 1' -0' If this sheet Is not 24' x 36' It Is a reduced print FURNITURE LEGEND RCP LEGEND PLUMBING LEGEND SYMBOLS LEGEND • • • VOTE: NOT ALL SYMBOLS MAY BE USED. NOTE: NOT ALL SYMBOLS MAY BE USED. NOTE: NOT ALL SYMBOLS MAY BE USED. NOTE: NOT ALL SYMBOLS MAY BE USED. IP MISUSPENDED CEILING FRONT SIDE GRID ID TAG IIIGENERIC CHAIRS FILE CABINETS GRID WITH 0 4 TRAFFIC MIRROR © BUILDING SECTION 0 0 c ACOUSTICAL LAY-IN SINGLE BOWL SINK, ROUND 5.0 CALLOUT 00A (v4°=ro°AND ile°=r-0-a TILE 11' CEILING MOUNTED (7) TOP MOUNT SINK MATCH LINE TAG, KAISER PE.RIV1AN E.NTE0 WALL SECTION A3.X ii��1CHILDREN'S CHAIR - GYPSUM BOARD PROJECTOR MATCH LINECALLOUT A3.X Kaiser Permanente n 1 I�, STACKABLE CHAIRS SOFFIT 1 HARD-LID CEILING ACCESSSINGLE BOWL L\_/ •6.0 CORNER GUARDS CEILING HATCH METAL, SINGLE TOP MOUNT METAL SINK BOWL r CASEWORK SECTION O NORTH ARROW ;�; —_ TKBD TACKBOARD • CEILING HEIGHT rir!• CS 0� CURTAIN TRACK �I� 0 CALLOUT WORK POINT(CENTER III. [1:i ii: ROLLING STOOL DOUBLE BOWL TOP MOUNT L JL SINK, METAL, DOUBLE .8.0 POINT, DIMENSIONING �, - - - waD WHITE BOARDCO CEILING OPEN TO METAL SINK BOWL TARGET, ETC.) STRUCTURE / \ LADDER AND ROOF 8 r WAITING ROOM CHAIRS I \ HATCH �L� '8.0 DETAIL CALL OUT TAG LEVEL LINE DEMO NEW - - - JY SINGLE BOWL L J SINK, SOLID SURFACE, WITH BUBBLE WALL MOUNTED SOLID SURFACE SINK SINGLE BOWL 461.0' EXISTING POINT I_I ���1� rill l i I I I [ I - I CEILING MOUNTED { 1 PROJECTOR SCREEN d INTERIOR ELEVATION ELEVATION SPRINKLEREr] 0 TAG r - CEILING MOUNTED DOUBLE BOWL SOLID SINK, SOLID SURFACE, • + 461.0' NEW OR REQUIRED POINT WALL MOUNTED ` PROJECTOR SCREEN SURFACE SINK LJ DOUBLE BOWL ELEVATION SPRINKLER 15'-0"A.F.F. 0_ ELEVATION HEIGHT T.O.P. TAG -1- EXISTING CONTOURS ttirJ /rfo� ELEVATION NOTED ON _ii r liffi SD SMOKE DETECTOR -...�- XXXX EQUIPMENT TAG - :[ il CEILING FAN _ LAVATORY LAVATORY, WALL } / HIGH SIDENEW CONTOURS Revisions �I �•� WALL MOUNT MOUNTED r Sp SPEAKER ' ` KA-)00 ACCESSORIES TAG /1'53 o ELEVATION NOTED ON No. Revisions By Date Appr. r I I I n n itit- DEMOLITION KEYNOTE r HIGH SIDE O$ OCCUPANCY SENSOR EXAM LIGHT �e= ) FLOOR MOUNT TOILET CIi TOILET, FLOOR MOUNTED,Ilk TB-1 TEST BORING - FT-1 , ] LA j � TANKLESS NEW KEYNOTE -EV WIFI L.1 O DASH AND DOT LINE CENTER LINES, FLOOR ' X MATERIAUCOLOR NOTE LINES IN EXTERIOR I_I 1n n ' X ELEVATIONS, PROJECTED q0 WALL MOUNT TOILET T ` TOILET, WALL MOUNTED, WINDOW TYPE NOTE LINES MECHANICAL LEGEND smf TANKLESS (x) DASH AND DOUBLE DOT LINE NOTE: NOT ALL SYMBOLS MAY BE USED. A REVISION TAG AND - - PROPERTY LINES, ANDERSON REVISION CLOUD BOUNDARY LINES 2'x 4' 2'x 2' 1' x 2' 1' x 1' 6" x 4' IN-WALL IS TOILET WITH TANK TOILET, FLOOR MOUNTED, DOTTED LINE D A B R 0 W S K H . __ii Liiii ..11, .,„„, ,,,.,,,, TANK A WALL TYPE TAG - - DOTTED LINE T 'y ARCHITECTS r- il , BREAK LINE '• L lim x MECHANICALWALL MOUNTEDa' " - r — WALL TO BE REMOVED IaRAW NGSOFF PARTS OF �& ' L L C � � SUPPLY GRILLE URINAL C — —— — EQUIPMENT LEGEND URINAL, WALL MOUNTED Portland Office: EXISTING WALL TO REMAIN _°,_- - - (Q) DEMOLITION 1430 SE 3rd Ave, Ste 200 VOTE: NOT ALL SYMBOLS MAY BE USED. Ink04.1 CLINICAL 1 Portland, OR 97214 r_ _— — — -v o HOPPER SINK i� NEW WALL TO BE BUILT (E) EXISTING T: (503) 239-7377 F: (503) 239-7327 J I II COMPUTER STATIONS I J EXAM TABLE c:u-:i I'L3HOPPER/CLINIC SINK, ROOM NAME I I (N) NEW WWW.ADarchitects.com - - - MECHANICALWALL MOUNTED ROOM NAME ROOM NAME TAG RETURN GRILLE E _ ] (R) RELOCATED o ii SCRUB SINK i� WALL MOUNTED WALL MOUNTED FAUCET ' ` �0 COMPUTER STATIONS (----7-7-F----1 I J (F) FUTURE �`D I BARIATRIC TABLE 1144,) 1011W • DOOR& DOOR NUMBER 3241 - E \ FLUSHOMETER \ o 0 CR CARD READER JON . AND ItS4N TRASH CAN • ® [=ii MECHANICAL ® MAGNETIC HOLD OPEN NO 1 EXHAUST GRILLE FD FLOOR DRAINI DA • DOOR ACTIVATOR PUSH • '� S' i `y A MOP SINK PAD 'CP I STRETCHER - WATER CONNECTION � O OPTICAL EXAM CHAIR SECURITY LEGEND �j� Q� ED 6 L GENERIC MEDICAL GAS MEDICAL GAS OUTLET: f j� ^1` OUTLETS Y. VACUUM ilii V NOTE: NOT ALL SYMBOLS MAY BE USED. OF .. --}- HB HOSE BIB 41111.0DENTAL OPERATORY MEDICAL GAS OUTLET: '� SINGLE BASINSAP SECURITY ALARM PANEL O PANIC BUTTON DENTAL XRAY ....1.111 �*CHAIR N I NITROGEN A MEDICAL GAS OUTLET:AIR DRINKING FOUNTAIN KI SHOWER HEAD _ EQUIPMENT �r DIRECTIONAL CAMERA Q MOTION SENSOR I MEDICAL GAS OUTLET: • '� DOUBLE BASIN WHEELCHAIRS O OXYGEN '1T EMERGENCY SHUT OFF I I\D EYEWASHES 'I DRINKING FOUNTAIN IM ' PAN TILT ZOOM CAMERA 0 GLASS BREAK SENSOR ci,\0 LAB SHIELDIF j ACCESS PANEL PO 0 THERMOSTAT GRAB BAR360° CAMERA ® PLUMBING CONNECTION ACCESSORIES LEGEND LIGHT FIXTURE LEGEND ELECTRICAL LEGEND LIFE SAFETY LEGEND VOTE: NOT ALL SYMBOLS MAY BE USED. NOTE: NOT ALL SYMBOLS MAY BE USED. NOTE: NOT ALL SYMBOLS MAY BE USED. NOTE: NOT ALL SYMBOLS MAY BE USED. 2'x4' 2'x2' 1'x4' ELEV PLAN ELEV PLAN FLOOR/ This document is the property of the Owner and is ELEV EMG STD ELEV STD Y-< STROBE _ FEC RECESSED FIRE EMERGENCY SHOWER LED FIXTURE WITH CEILING F5 not to be used without his written permission PT GENERIC PAPER TOWEL r� GENERIC/BOBRIC TOILET -LZTT EXTINGUISHER ig - �� TP' ----- Z PRISMATIC LENS CABINET MSR DISPENSER- LG PAPER DISPENSER DUPLEX RECEPTACLE TELEVISION SERVICE CS Elbli CHIME STROBE • �,� MAIN SPRINKLER RISER Project Architect Approval: GENERIC PAPER TOWEL CONNECTION .' • DISPENSER-SM (:=1 1- Tpi KIMBERLY CLARK TOILET I I LED FIXTURE WITH ♦ SINGLE RECEPTACLE QFC C ` CHIME ONLY FEC SEMI RECESSED MEDICAL GAS ALARM PAPER DISPENSER I I 1 1 1 T H PARABOLIC LENS J JUNCTION BOX FIRE EXTINGUISHER MGAP PANEL F BOBRIC PAPER TOWEL I 0 CABINET ® FOURPLEX OUTLET o PP POWER POLE HS 4 HORN STROBE MEDICAL GAS SHUT OFF DISPENSER- LG 17 - - FP SANITARY NAPKIN DISPOSAL --.-. - I LED FIXTURE WITH k) MG VALVE Architect/Engineer Of Record: NI i EGGCRATE LENS DUPLEX RECEPTACLE ELECTRICAL PANEL ' j PT BOBRIC PAPER TOWEL I--i miI • ® WITH USB 1-1JHORN ONLY FEC SURFACE-MOUNTED DISPENSER-SM a FOLD-DOWN UTILITY SHELF 11 1 9 1 FIRE EXTINGUISHER LED FIXTURE WITH SPECIAL RECEPTACLE, V VOLUME CONTROL p It' B BOILER SHUT OFF CABINET B B r. BELL L- FDC ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE PT DISPENSER NPAPER TOWEL ID BOBR1CK SPECIMEN = _ = = _ - - = 1 DIRECT/INDIRECT LENS AS INDICATED • FIRE DEPARTMENT SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI PASS-THRU RECEPTACLE/SWITCH TYPES * * CONNECTION ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS, I BLANK PLATE FP FIRE PULL FE SURFACE-MOUNTED REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN I B PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,tS PROHIBITED BY LAW. l J PT ENMOTION PAPER TOWEL SURFACE MOUNTED COED DEDICATED CIRCUIT • Q O FIRE EXTINGUISHER EOSC EMERGENCY OXYGEN - DISPENSER SM �I FIXTURE SUPPLY CONNECTION Facility PARTIALLY- RECESSED J I� p C, DATA OUTLET FACP FIRE ALARM EEC FIRE EXTINGUISHER ry TIGARD DENTAL OFFICE GROUND FAULT CIRCUIT SSP GENERIC SOAP DISPENSER WASTE RECEPTACLE - I I GFCI INTERRUPTER _ Q Is CONTROL PANEL CABINET FLS SHEET EMERGENCY EGRESS t7 3 tl 4 TELEPHONE OUTLET ONLY X POSITION INDICATOR 7105 SW HAMPTON LIGHTING * MASTER FIRE TAMPER RESISTANT SP BOBRIC SOAP DISPENSER .A PROVIDE MINIMUM 1 FOOTCANDLE; T ALARM PANEL FE SURFACE-MOUNTED TIGARD, OREGON 97223 • HATCH OVERLAYS LIGHT TYPE AS i� H ® �} LIGHT SWITCH GROUND FAULT CIRCUIT FIRE EXTINGUISHER SHOWN ABOVE • ACCESS CONTROLLED ECOLAB HAND SANITIZER \ PARTIALLY- RECESSED INTERRUPTER WITH FIRE ALARM FLS SHEET ONLY Project •HS ® DOOR LOCK I LED CAN LIGHT I 1'x 4' LED SHOP LIGHT w= WEATHER PROOF COVER SUB PANEL H HALON};NF(NON-FERROUS) I I PAPER TOWEL AND WASTE I} —( E E Im la DIMMER K(DRY CHEMICAL);MRI(MRI SAFE) RELEASED UPON ACTIVATION OF THE FIRE TIGARD DENTAL OFFICE ECOLAB HAND SANITIZER W/ RECEPTACLE • FH CO2(CARBON DIOXIDE ALARM SYSTEM IN ANY COMPARTMENT ZONE; ,_i HS DRIP GUARD FLUORESCENT CAN 0 U DIMMER SWITCH 1 FIRE HYDRANT HATCH INDICATES CONTROL SIDE STERILIZATION LIGHT 1' x 4' LED LINEAR ® -I- COUNTDOWN TIMER T FIRE HOSE CABINET REMODEL PENDANT SWITCH WITH OCCUPANCY SC TOILET SEAT COVER 4.. LED WALL WASHER 1 NCS NURSE CALL Dm DISPENSER SENSOR _ GENERIC/BOBRIC 18X30 4' LED LINEAR WALL 03 3-WAY SWITCH SITE P LAN LEGEND MIRROR ® SMALL PENDANT MOUNT - - NURSE CALL LIGHT NOTE: NOT ALL SYMBOLS MAY BE USED. Sheet Title SYMBOLS C CUP DISPENSER Lh 4 4-WAY SWITCH m I STREET LIGHT 3 Li oi. ONE-LAMP SITE LIGHT ( 4' PENDANT LED n ^I y - - 0 LARGE PENDANT LINEAR PENDANT WALL SCONCE A/B/C LETTERS DENOTE Q MIRR A 8 G e U el I I G GLOVE DISENSER FUSION LIGHTED MIRROR; CIRCUIT CONTROLLED E - - VARIOUS SIZES 2' LED LINEAR WALL TWO LAMP SITE LIGHT NO PARKING CURB0 - SURFACE MOUNTED MOUNT IF SPECIAL OUTLET HEIGHTS ARE NOT SHOWN THEN LOCATE OUTLETS AS NOTED BELOW. OUTLETCEILI :0 Fac No: OR038-1 Bldg No: 1 Floor Lev: 1 Section: 1 L 1±10 WALL PHONE W/ - - FIXTURE HEIGHTS ARE MEASURED FROM FINISHED FLOOR TO THE CENTERLINE OF THE OUTLET UNLESS NO PARKING STRIPING Q 1B WP - 2' PENDANT LED OTHERWISE NOTED. Scale AS NOTED DCA No. k' RECEPTACLE ry EMERGENCY EXIT LINEAR PENDANT STANDARD-HEIGHT RECEPTACLES 18"VERTICALLY MOUNTED FIRE LANE CURB Permit No. KOALAKARE CHANGING Y LIGHTING COUNTER-HEIGHT RECEPTACLES, SWITCHES, CARD 44"VERTICALLY MOUNTED, U.N.O. ■ _ FIRE LANE STRIPING Drwn ByMJW CHART/MGAZINE RACK TABLE - Sheet Tr - ^ l I ICH STRIP LIGHT READERS, AUTO DOOR PUSH PADS, VOLUME 0�p ILLUMINATED EXIT CONTROLLERS, FIRE ALARM PULL STATIONS ETC. ■1041u FOUR-LAMP SITE LIGHT C6 SIGN WITH BATTERY • 010 - Chckd By JMA o 8 - SINGLE COAT HOOKS �` UNDER CABINET LIGHT THERMOSTAT 54"VERTICALLY MOUNTED DIRECTIONAL ARROW hi KOALAKARE CHANGING _> H BACKUP A1 . 1 E 0 TABLE FIRE ALARM AUDIBLE, VISUAL AND COMBINATION BOTTOM EDGE NOT LESS THAN 80"A.F.F. AND STRIPING Issue Date 12/30/19 m Q COAT HOOK STRIP HATCH INDICATES LIGHTED ILED TRACK LIGHTS AUDIBLENISUAL NOTIFICATION DEVICES TOP EDGE NOT GREATER THAN 96"A.F.F. , zSIDE(SJ;I ARROW INDICATES eiri0 H nlpvrrinu nc rap,Mi Tn Merl- it 0 5' 50' 0 5' 25' 0 1' 12' 0 1' 6' 0 4' 0 1' 3' 0 2' 0 1' 111111 1 I I I I I I I I 111111 I I I I I,1,1 1 1 1 1 1 1 1 I I I I Iuuunluuuuul I I I I I I I I I I I„uu,l,u,,,l I I 1 I l I Ii , , , , i , . , , , I I I I I Iu , uu , iuuuijl I I I , , , , t I , , iii I GRAPHIC SCALES! 1/16' = 1' -0' 1/8' = 1' -0' 1/4' = 1' -0' 1/2' = 1' -0' 3/4' = 1' -0' 1' = 1' -0' 1-1/2' = 1' -0' 3' = 1' -0' If this sheet is not 24' x 36' it is a reduced print ABBREVIATIONS WALL TYPES 0 00 NOTE: Not all abbreviations may be used. Tr� AC ACOUSTIC CEILING FAB FABRICATE/FABRICATOR/FABRIC MIN MINIMUM SC SOLID CORE R A ° wt ACOUS ACOUSTIC FAC FACTORY FINISH MIRR MIRROR SCHED SCHEDULE ILOje I ' • I ACT ACOUSTICAL CEILING TILE FD FOR DRAIN MISC MISCELLANEOUS SCN SCREEN 9" #8 SCREW,TYP. EACH SIDE KAISER PERMAN E1JTE D AD AREA DRAIN FDC FIRE DEPARTMENT CONNECTION ML METAL LATH SCW SOLID CORE WOOD 16 GA.TRACK AT 72 O.C.WI ADD ADDENDUM FDN FOUNDATION MLP METAL LATH AND PLASTER SD SOAP DISPENSER/SOAP DISH MAX 1 (2)114"DIA. HILTIKWIK BOLT Kaiser Permanente R ADDL ADDITIONAL FDPR FE DAMPER MMB MEMBRANE SECT SECTION II,EMBED 2"AT CENTERLINE ADJ ADJUSTABLE/ADJACENT FDV FIRE DEPARTMENT VALVE MO MASONRY OPENING SET SETTING 16 GA. BRACE-BEND 11 OF FLUTEHNCAFF ABOVE FINISH FLOOR FC FIRE DEPARTMENT VALVE CABINET MOD MODULAR/MODIFIED/MODIFICATION SF SQUARE FOOT WEB OUT(2")ATTACH TO AGGR AGGREGATE FE FIRE EXTINGUISHER MP MOVABLE PARTITION/METAL PANEL SFC SPECIAL FLOOR COATING TOP TRACK W/(2)#8 STRUCTURE AL ALUMINUM FEC FIRE EXTINGUISHER CABINET MR MAT.RECESS, MED RACK SFP SPRAYED ON FIREPROOFING 2'-O" STAGGERED 16 GA. MTL. ALT ALTERNATE/ALTERATION FF FACTORY FINISH M.S.B. MULTIPLE STUD BEARING SHR SHOWER 'r% STUD DIAGONAL BRACING ANCH ANCHOR FH FIRE HYDRANT/FUME HOOD M&S MIRROR&SHELF SHT SHEET I AT 6'-0"O.C.SECURED TO ANDD ANODIZED(ANODIC COATING) FHC FIRE HOSE CABINET MT MOUNT(ED)(ING) SIM SIMILAR ♦♦IMP C ! , ♦�t� CONTI WALL AND ATR AP ACCESS PANEL FHEC FIRE HOSE&EXTINGUISHER CABINET MTD MOUNTED SK SINK/SKETCH 4 ♦��♦� APPROX APPROXIMATELY FIN FINISH(ED) MTR METER SLR SEALER STRUCTURE ABOVE ARCH ARCHITECTURAL FL FLOOR LINE/FLOOR MUL MULLION SM SHEET METAL OM OM ' . 1117 le �� ARF ABOVE REFERENCE FLOOR FLASH FLASHING SND SANITARY NAPKIN DISPENSER CEILING SYSTEM-REFER ASPH ASPHALT(IC) FLEX FLEXIBLE N/(N) NORTH/NEW SNT SEALANT / ASST ASSISTANT FLR FLOORING) NEC NEGATIVE SNR SANITARY NAPKIN RECEPTACLE PROVIDE BLANKET -- TO CEILING PLAN INSULATION 2'-0"TO ~'''"_,..,, AST ASTRAGAL FLUOR FLUORESCENT NIC NOT IN CONTRACT SP STANDPIPE/SHEER PLATE 4"METAL STUD @ 16"O.C. AUTO AUTOMATIC FOS FACE OF STUD NL NIGHT LIGHT SPEC SPECIFICATION/SPECIFIED EACH SIDE OF WALL F �^ R-11 BATT INSULATION ALX AUXILIARY FP FIREPROOFING)/FULL PENETRATION NO/# NUMBER SPK SPEAKER 5/8"TYPE'X'GYP. AV AUDIO VISUAL FRAM(G) FRAMING NOM NOMINAL SPL SPECIAL ' Revisions AVG AVERAGE FRT FIRE RETARDANT NONCOM NONCOMBUSTIBLE SPR SPRINKLER ; BD.EACH SIDE _____Z FS FULL SIZE/FLOOR SINK NRC NOISE REDUCTION COEFFICIENT SPNT SPECIAL PAINT �r No. Revisions By Date Appr. BAL BALANCE FT FOOT/FEET NS NON SLIP SQ SQUARE HILTI-ANCHOR @ 24"O.C. B/C BOTTOM OF CURB FIG FOOTING NTS NOT TO SCALE SQFT SQUARE FEET �, BD BOARD FURR FURRING SSK SERVICE SINK 2"NEOPRENE TAPE AT \ BASE&FLOOR SEE FINISH BL BUILDING LINE FUT FUTURE OC ON CENTER ST STREET/STREAM TOP AND BOTTOM SCHEDULE BLDG BUILDING FXD FIXED OD OUTSIDE DIAMETER(DIM) SS STAINLESS STEEL \,--_ BLK OFDDRAIN STA STATION BM BENCHNG W MARK/BEAM GA GAUGE/GAGE OFCI OWNER OFURNI SHED,CONTRACTOR STC SOUND TRANSMISSION NON-RATED WALL STC Rating=XXX BSMT BASEMENT GALV GALVANIZED INSTALLED COEFFICIENT(CLASS) A SCALE: 1-1/2"=1'-0" BTU BRITISH THERMAL UNIT GB GYPSUM BOARD OFF OFFICE STD STANDARD BULL BULLETIN GC GENERAL CONTRACTOR OFOI OWNER FURNISHED,OWNER STL STEEL - ANDERSON GEN GENERAUGENERATOR INSTALLED STOR STORAGE -=- CAB CABINET GL GLASS/GLAZING/GLAZED OH OVERHEAD/OVERHANG STRUC STRUCTURAL CB CATCH BASIN GLAM GLUE LAMINATED OPER OPERATING SUBFL SUBFLOOR(ING) - = D A B R O W SKI C/C CENTER TO GROUND OPH OPPOSITESUP SUPPLY CCTV CLOSED C RER CU TT TV GSD GLASS BREAK SENSOR OPN(G) OPEN(ING)HAND SUPP SUPPORT/SUPPLEMENT(AL) - _= ARCH I T E C T S CEMPL CEMENT PLASTER GYP GYPSUM OPP OPPOSITE SURF SURFACE CER CERAMIC OS OCCUPANCY SENSOR SUSP SUSPENDED _ - L L C CG CORNER GUARD HB HOSE BIBB S&V STAIN&VARNISH Portland Office: CH COAT HOOK HC HOSE CABINET/HANDICAP HOLLOW PA PUBLIC ACCESS SV SHEET VINYL 1430 SE 3rd Ave, Ste 200 CHAN CHANNEL CORE PAR PARAGRAPH/PARAPET SWCG SPECIAL WALL COATING CHAM CHAMFER HCW HOSE CABINET WOOD/HOT AND COLD PTN PARTITION(S) Portland, OR 97214 SYM SYMMETRICAL CHKBD CHALKBOARD WATER PB PANIC BOLT/PUSH BUTTON SYN SYNTHETIC (503) 239-7377 239-7327 CCP CAST-IN-PLACE(CONCRETE) HDBD HARDBOARD PBD PARTICLEBOARD SYS SYSTEM F: 503 CJ CONTROL JOINT HDR HEADER PC PRE-CAST www.ADarchitects.com CL CENTER LINE/CLEARANCE HDWD HARDWOOD PED PEDESTAL T TOP,TREAD,TOILET CLG CEILING HDWR HARDWARE PERF PERFORATED T&B TOP&BOTTOM CLR CLEAR HGT(HT) HEIGHT PERM PERIMETER TB TOWEL BAR CMT CERAMIC MOSAIC TILE HM HOLLOW METAL PERP PERPENDICULAR TIC TOP OF CURB/TOP OF CONCRETE ODCMU CONCRETE MASONRY UNIT HORIZ HORIZONTAL PFB PREFABRICATED) TD TOWEL DISPENSER � 3241 1144?". CNTR COUNTER HR HOUR PG PLATE GLASS TEL TELEPHONE CO CLEANOUT HS HOOK STRIP/HIGH STRENGTH PGBD PEGBOARD TEMP TEMPERATURE/TEMPORARY JON M. AND '. or COL COLUMN HSKG HOUSEKEEPING PHO PHASE/PAN HEAD TERR TERRAZZO 0. COMB COMBINATION/COMBUSTIBLE HTR HEATER PL PLATE/PROPERTY LINE TG TEMPERED GLASS Pik COMP COMPRESS(ED)/COMPOSITE HVAC HEATINGNENTILATION/AIR PLAM PLASTIC LAMINATE T&G TONGUE&GROVE • �� �rYy y CONC CONCRETE CONDITIONING PLAS PLASTER THB TEMPERED HARDBOARD D, ' 2' � COND CONDUIT/CONDITION HWY HIGHWAY PLBG PLUMBING THERMO THERMOSTAT(IC) a CONE CONFERENCE HYD HYDRATE PLYWD PLYWOOD THK THICK(NESS) ��' �.` CONN CONNECT(ION) PNEU PNEUMATIC THRES THRESHOLD �% CONST CONSTRUCTION ID INSIDE DIAMETER/DIMENSION PNL PANEL THRU THROUGH V OF 1 CONT CONTINUE/CONTINUOUS IE THAT IS PNT(P) PAINT(ED) TKBD TACK BOARD CONTR CONTRACTOR IG INSULATING GLASS POL POLISH(ED) TOIL TOILET CORR CORRIDOR IMP INSULATED METAL PANEL PORT PORTABLE TOP TOPPING CPT CARPET IN INCH PP POWER POLE TOS TOP OF STEEL CR CARD READER INCAND INCANDESCENT PR PAIR,PRINTER,COMPUTER PRINTER TPD TOILET PAPER DISPENSER CSWK CASEWORK INCL 1NCLUDE(ING) PREFAB PREFABRICATE(D) TR TREAD CT CERAMIC TILE IND INDUSTRIAL PRELIM PRELIMINARY TRK TRACK CTR CENTER INFO INFORMATION PRESS PRESSURE TIS TOP OF SLAB CU CUBIC INSTL INSTALLATION/INSTALL PROJ PROJECT(ION) T/ST TOP OF STEEL INSUL 1NSULATE(D)(ING) PROP PROPERTY TV TELEVISION (D) DEMOLITION I DEMOLITION INT INTERIOR PORT PROTECT(IVE)(ION) T/W TOP OF WALL DA DOOR ACTIVATING PUSH PAD INTER INTERACTIVE I INTERMEDIATE PSF POUNDS PER SQUARE FOOT TYP TYPICAL DBL DOUBLE INV INVERT PSI POUNDS PER SQUARE INCH DED DEDICATED ISOL ISOLAT(ION)(OR) PTD PAPER TOWEL DISPENSER UG UNDERGROUND DEFL DEFLECTION PTD/R COMBINATION PAPER TOWEL UH UNIT HEATER DEG DEREE(S) JAN JANITOR DISPENSER&RECEPTACLE UL UNDERWRITERS LABORATORIES, INC This document is the property of the Owner and is DEMO DEMOLISH/DEMOLITION JST JOIST PTR PAPER TOWEL RECEPTACLE UNFIN UNFINISHED not to be used without his written permission DEPT DEPARTMENT JT JOINT PVC POLYVINYL CHLORIDE UNO UNLESS OTHERWISE NOTED DF DRINKING FOUNTAIN PVMT PAVEMENT UTIL UTILITY Project Architect Approval: DIA DIAMETER KO KNOCK OUT UV UNIT VENTILATOR DIAG DIAGONAL KP KICK PLATE QT QUARRY TILE DIM DIMENSION QTR QUARTER VAP VAPOR DIV DIVISION/DIVIDER L LENGTH QTY QUANTITY VAR VARIABLE/VARIES DN DOWN LAB LABORATORY VB VAPOR BARRIER DWG DRAWING LAM LAMINATE R/(R) RADIUS/RELOCATED VCT VINYL COMPOSITION TILE DWL DOWEL LAV LAVATORY RAD RADIATOR/RADIUS VEH VEHICLE Architect/Engineer Of Record: DWR DRAWER LB(S) POUND(S) RB RUBBER I RESILIENT BASE VENT VENTILATIONNENTILATE/ LBL LABEL RCWY RACEWAY VENTILATOR EA EACH LF LINEAR FOOT RD ROOF DRAIN I ROAD VEN VENEER EB EXPANSION BOLT LH LEFT HAND RECEP RECEPTION VERT VERTICAL ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE EJ EXPANSION JOINT LHR LEFT HAND REVERSE RECIRC RECIRCULATION VEST VESTIBULE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ELEC ELECTRIC(AL) LIN LINEAR RECT RECTANGULAR VG VERTICAL GRAIN ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS, ELEV ELEVATOR/ELEVATION LL LIVE LOAD RECVD RECEIVED(ING) VIF VERIFY IN FIELD REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN EMG EMERGENCY L&P LATH&PLASTER REF REFRIGERATOR VOL VOLUME PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BY LAW. ENAM ENAMEL(ED) LT(G) LIGHTING) REG REGULAR/REGISTER VP VENEER PLASTER Facility ENCL ENCLOSURE LW LIGHT WEIGHT REINF REINFORCE(D)(ING)(MENT) ENGR ENGINEER REM REMAINING W/W/ WIDE/WITH TIGARD DENTAL OFFICE ENTR ENTRANCE MACH MACHINE REQ(D) REQUIRE(D) WAIN WAINSCOT 7105 SW HAMPTON EPFL EPDXY FLOORING MAINT MAINTENANCE RESIL RESILIENT WB WOOD BASE EPP EPDXY PAINT MAS MASONRY RET RETURN WC WATER CLOSET TIGARD, OREGON 97223 EQ EQUAL MAT MATERIAL REV REVISED/REVISION WCG WALL COVERING EQUIP EQUIPMENT MAX MAXIMUM REG ROOFING WD WOOD Project EST ESTIMATE(D) MBR MEMBER RH RIGHT HAND WDW WINDOW TIGARD DENTAL OFFICE ETC ET CETERA MC MEDICINE CABINET RHR RIGHT HAND REVERSE WF WIDE FLANGE(STEEL) EW EACH WAY MCW MINERAL CORE WOOD RM ROOM WG WIRE GLASS WALL GRILL STERILIZATION EWC ELECTRIC WATER COOLER MECH MECHANICAL RND ROUND WH WATER HEATER REMODEL EXAM EXAMINATION/EXAMINING MED MEDICAUMEDIUM RO ROUGH OPENING WL WATER LINE EXC EXCAVATED/EXCAVATION MET METAL ROW RIGHT OF WAY W/O WITH OUT EXH EXHAUST MEZZ MEZZANINE RS RESILIENT SHEET WP WATERPROOF/WEATHERPROOF EXIST(E) EXISTING MFB MINERAL FIBER BOARD R&S ROD&SHELF WR WATER RESISTANT/WASTE Sheet Title 3 EXP EXPOSED/EXPANSION MFR MANUFACTURER(ING) RT RESILIENT SHEET RECEPTACLE ABBREVIATIONS v EXT EXTERIOR MG MEDICAL GAS(ES) RTN RETURN WT WEIGHT n MGR MANAGER WTBD WHITE BOARD AND I- F/(F) DEGREES FAHRENHEIT/FUTURE MH MANHOLE SAB SOUND ABSORPTION BATT WALL TYPES FA FIRE ALARM MIC MEDICINE CABINET SAN SANITARY YD YARD DRAIN En Fac No: OR038-1 Bldg No: 1 Floor Lev: 1 Section: 1 I Scale AS NOTED DCA No. CV Permit No. Drwn By MJW Sheet -a- _ v al)‘... Chckd By JMA 2 E Issue Date 12/30/19 " m z m 'u= 0 5' 50' 0 5' 25' 0 1' 12' 0 1' 6' 0 4' 0 1' 3' 0 2' 0 1' 111111 I I 1 1 1 1 1 1 I 111111 I I I I 11111 1 1 1 1 1 1 1 1 I I I 1 1 1 1 1 1 I I l I I I 1 I i II I I I I I 1 I I I I I I 1111111111111 I I I I I „ t „ I i „ i l I I I 1 ill I I i t 1 1 f GRAPHIC SCALES= 1/16' = 1' -0' 1/8' = 1' -0' 1/4' = 1' -0' 1/2' = 1' -0' 3/4' = 1' -0' 1' = 1' -0' 1-1/2' = 1' -0' 3' = 1' -0' If this sheet is not 24' x 36' it is a reduced print DIVISION 0: BIDDING REQUIREMENTS SECTION 01 3300:SHOP DRAWINGS AND DATA SUBMITTALS DIVISION 5: METALS A. SUBMIT SHOP DRAWINGS FOR ITEMS REQUIRED TO BE FABRICATED,DESIGN-BUILD AND/OR COORDINATED WITH OTHER DIVISION 8: DOORS AND WINDOWS :ORM OF AGREEMENT: TRADES. SUBMIT SAMPLES FOR ALL ITEMS IDENTIFIED WHERE COLOR,TEXTURE OR PATTERN ARE TO BE DETERMINED, SECTION 05 500:STEEL FABRICATIONS INCLUDING BUT NOT LIMITED TO PAINT,FLOORING,WALL COVERING,AND PLASTIC LAMINATES. a. THE AGREEMENT FOR THIS WORK IS BASED ON 2015 SCP MASTER AGREEMENT TERMS AND CONDITIONS BETWEEN A. PROVIDE ANCHORS AND ALL REQUIRED FASTENING DEVICES FOR EXECUTION OF THE WORK. CLEAN MISC.STEEL METAL SECTION 0811 13:STEEL DOORS AND WINDOW FRAMES B. SUBMITTALS SHALL CLEARLY MARK PERTINENT PRODUCTS,SHOW DIMENSIONS,WIRING AND PIPING DIAGRAMS AND 1111# � KAISER PERMANENTE AND CONTRACTOR. AND SHOP. A. PROVIDE FRAMES COMPLYING WITH STEEL DOOR INSTITUTE'RECOMMENDED SPECIFICATIONS:STANDARD STEEL DOORS REQUIRED CLEARANCES. B. MISC.STEEL SHAPES AND BOLTS TO BE ASTM A-36 OR A572.THREADED FASTENERS AND ANCHOR BOLTS TO BE ASTM A307, AND FRAMES"SD-100. PLACE FRAMES IN ACCORDANCE WITH SDI-105. C. SUBMIT(3)OPAQUE COPIES FOR ARCHITECTS REVIEW. WHEN CONSULTANTS REVIEW IS REQUIRED SUBMIT(4)COPIES. (2) GRADE A.PRIME WITH ONE COAT OF RUST INHIBITING PRIMER. B. FABRICATE STEEL OF NO LESS THAN 18 GAUGE MATERIAL FOR DOORS,16 GA,FOR FRAMES.CARBON STEEL COMPLYING WI COPIES WILL BE RETURNED TO THE CONTRACTOR. ASTM A 366&ASTM A 568 OR AS REQUIRED BY REGULATORY AGENCY.PROVIDE A MINIMUM OF 4 PER JAMB UP TO 8'-0"IN .....d DIVISION 1: GENERAL REQUIREMENTS D. LEAVE AT LEAST(1)6"X 8"SPACE ON EACH SUBMITTAL FOR CONTRACTOR'S AND ARCHITECT'S APPROVAL STAMPS WHEN HEIGHT,FRAMES HIGHER THAN 8'-0"SHALL HAVE 1 ANCHOR FOR EA,ADDITIONAL 2 FT. SUBMITTALS ARE DUPLEX PRINTED. DIVISION 6: WOOD AND PLASTICS C. PROVIDE REINFORCEMENT AT HINGES:8 GA,AT LOCKS,12 GA. SECTION 01 10 00:SUMMARY OF THE WORK E. ALL SUBMITTALS MUST HAVE CONTRACTOR'S STAMP,SIGNED AND CERTIFYING THAT PRODUCTS,FIELD MEASUREMENTS, D. FRAME SHALL BE SHOP PRIMED WITH'TWO COATS OF RUST INHIBITING ENAMEL. I /'d SER PER MAGI ME THE REMODEL OF THE STERILIZATION AREA OF A DENTAL CLINIC INCLUDES SEPARATING THE WORK AREA FROM THE FIELD CONSTRUCTION CRITERIA„AND INFORMATION SUBMITTED HAS BEEN REVIEWED AND ACCEPTED BY THE E. FABRICATE FRAMES WITH CONCEALED FASTENERS.FASTENERS FOR MOUNTING SHALL BE EXPOSED COUNTERSUNK FLAT STERILIZATION AREA,EQUIPMENT UPGRADES,CASEWORK ALTERATIONS AND SECURITY DOOR UPGRADES. CONTRACTOR AS ACCURATE AND CONFORMING WITH CONTRACT DOCUMENTS. SUBMITTALS NOT BEARING CONTRACTOR'S SECTION 06 10 00:ROUGH CARPENTRY PHILLIPS HEADS. SINGED APPROVAL STAMP WILL BE RETURNED WITHOUT ARCHITECTS REVIEW. A. PROVIDE LUMBER AND ACCESSORIES AS REQUIRED IN AREAS NOT EXPOSED TO VIEW INCLUDING BEHIND CASEWORK. F. FABRICATE GLAZING STOPS WITH BUTTED CORNER JOINTS. Kaiser Permanente A. WORKING HOURS F. ARCHITECT WILL HAVE A MINIMUM OF 5 WORKING DAYS TO REVIEW ALL SUBMITTALS AND 10 WORKING DAYS FOR ANY B. LUMBER TO MEET PS 20"AMERICAN SOFTWOOD LUMBER STANDARD"AND DISPLAY EVIDENCE OF GRADE FROM WWPA G. SET DOORS FLUSH WITH FRAME FACE,TRUE WITH ADJACENT CONSTRUCTION. WITHIN REMODEL AREA: NORMAL BUSINESS OFF HOURS DEFINED AS 7:00AM-6:00PM MONDAY THRU FRIDAY EXCEPT FOR SUBMITTALS NEEDING REVIEW BY CONSULTANTS. (WESTERN WOODS PRODUCT ASSOCIATION)OR APA,NOW KNOWN AS ENGINEERED WOOD ASSOC. NOISY OPERATIONS OR WORK ON ANY SYSTEMS WHICH AFFECT PATIENT CARE AND THE OPERATION OF THE DENTAL C. ALL WOOD SHALL BE S4S,NOMINAL SIZES,WITH A MAXIMUM MOISTURE CONTENT OF 19%FOR DOUGLAS FIR.WHERE SECTION 0814 16:WOOD DOORS PRESSURE TREATED HEM FIR SHALL BE PROVIDED. OFFICE. SECTION 01 35 00:ALTERATION WORK A. WOOD DOORS SHALL BE AWI QUALITY,PREMIUM GRADE,FLUSH FACE,5 PLY SOLID CORE CONSTRUCTION VENEER AS MECHANICAL AND ELECTRICAL WORK: WHICH INVOLVE SHUTDOWNS OF WORK OR WORK ON DUCTS OR PIPING UPSTREAM A. THE EXTENT OF WORK INCLUDES CUTTING/REMOVING ITEMS TO GAIN ACCESS FOR ALTERATION WORK. D. FASTENERS SHALL MEET THE FOLLOWING MANUFACTURING STANDARDS:BOLTS:FED.SPEC.FF-B-575,NUTS,FED.SPEC. SPECIFIED ON THE FINISH SCHEDULE.REFER TO DOOR SCHEDULE AS TO REQUIRED RATING. OF OCCUPIED AREAS SHALL BE SCHEDULED WITH HOSPITAL STAFF AT LEAST 3 WORKING DAYS PRIOR TO SHUTDOWN. B. SHOULD ANY ASBESTOS,LEAD PAINT OR OTHER HAZARDOUS MATERIAL BE ENCOUNTERED IMMEDIATELY NOTIFY FF-N-836,EXPANSION SHIELDS:FED SPEC.FF-S-325,LAG SCREWS/LAG BOLTS:FED SPEC.FF-B-561,TOGGLE BOLTS:FED B. SUBMIT SHOP DRAWINGS FOR ALL DOORS IN ACCORDANCE WITH SECTION 01330.SHOW DIMENSIONS,FABRICATION B. CONTRACTORS USE OF THE PREMISES ARCHITECT AND COMPLY WITH THE REGULATORY AGENCY REQUIREMENTS. SPEC FF-B-588,WOOD SCREWS,FED SPEC.FF-S-111,NAILS/STAPLES:FED SPEC FF-N-1058 DETAILS,REQUIRED CLEARANCES AND HEAD AND JAMB CONDITIONS. • EXCEPT AS INDICATED,THE CONTRACTOR SHALL HAVE EXCLUSIVE USE OF THE ROOMS UNDER RENOVATION AS SHOWN C. PROTECT ALL EXISTING WORK AGAINST THE EXTREMES OF WEATHER,TEMPERATURE AND HUMIDITY. E. ALL FASTENERS SHALL BE STEEL.AT PRESSURE TREATED WOOD USE STAINLESS STEEL,AT ALL EXTERIOR WORK USE HOT C. PROVIDE A LIFETIME WARRANTY FOR ALL DOORS. ON THE DOCUMENTS.OWNER TO PROVIDE AND PAY ALL NECESSARY UTILITY CONNECTIONS. D. INSULATE EXISTING DUCTWORK AND PIPING WHERE NECESSARY TO PREVENT CONDENSATION. DIPPED GALVANIZED. C. TEMPORARY DUST AND INFECTION CONTROL ENCLOSURES E. TOUCH UP,REPAIR OR REPLACE WORK THAT HAS BEEN SOILED OR DAMAGED DURING CONSTRUCTION. UF. USE FASTENERSILSORSHEETAE FOLLOWS:ETAL WHERE TO METALTA USEO LUMBER:NAILS EOWOOD OSCREWO,TO MASONRY,NUSE OR CHINE SCREWS BOARD, SECTION 08 80 00:GLAZING PROVIDE TEMPORARY PARTITIONS IN EXISTING CORRIDOR TO SEPARATE CONTRACTOR'S ACCESS FROM PUBLIC ACCESS F. CLEAN UP AREAS IMMEDIATELY AFTER DEMOLITION. OR PAN IO OMETAL SCREWS, MACHINE SCREWS OR BOLTS,TO MACHINE A. COMPLY W APPLICABLE PORTIONS OF THE GLAZING MANUAL PUBLISHED BY THE FLAT GLASS MARKETING ASSOCIATION, AND ADJACENT ROOMS. REMOVE PARTITION AT END OF PROJECT. THESE ENCLOSURES SHALL BE DESIGNED FOR DUST AC EXPANSION BOLTS. (FMGA),TOPEKA,KANSAS. G. ACCURATELY LOCATE,CUT AND FIT WORK SECURE RIGID,TO TRUE LINES,PLUMB AND LEVEL.PROVIDE WASHERS UNDER B. COLOR AND PATTERN TO BE SMOOTH UNLESS OTHERWISE NOTED. AND INFECTION CONTROL TO PROTECT PATIENTS AND STAFF FROM ACQUIRING AIR BORNE INFECTIONS ASSOCIATED WITH SECTION 01 42 00:REFERENCED STANDARDS ALL NUTS AND HEADS AT BOLTED CONNECTIONS. INHALING DUST. INFECTION CONTROL IS CRITICAL SINCE MANY PATIENTS ARE AT HIGH RISK CONDITIONS. CONSTRUCTION A. PRODUCTS OR WORKMANSHIP SPECIFIED BY REFERENCED STANDARDS SHALL COMPLY WITH THE REQUIREMENTS OF THE C. GLASS TYPES: FLOAT GLASS:ASTM C-1036,SELECT QUALITY,TEMPERED GLASS:ASTM C-1048, PERFORMANCE STANDARD SHALL BE CONDUCTED IN TIGHT DUST PROOF ENCLOSURES CUTTING OFF ANY FLOW OF PARTICLES INTO PATIENT AREAS. SPECIFICATIONS OR STANDARD,EXCEPT WHEN MORE RIGID REQUIREMENTS ARE NOTED ON THE DRAWINGS. SECTION 06 40 23:CUSTOM BUILT CASEWORK AND SHELVING CPSC 16-CFR-1201-C11 WITH VISIBLE MARKINGS,CERAMIC GLASS:GLASS TO MEET ASTM C-1048,SAFETY RATED WIRELESS D. WORK PERFORMED BY OWNER B. REGULARITY AGENCIES: A. REFER TO DRAWINGS AS TO THE EXTENT OF WORK GLASS:PERMANENTLY IMPRINT WITH FIRE RESISTANCE RATING. SETTING BLOCKS: EDPM OR NEOPRENE RUBBER. THE OWNER SHALL REMOVE,PRIOR TO CONSTRUCTION,ALL EQUIPMENT&SUPPLIES IN THE WORK AREA. 1. ADA-AMERICAN WITH DISABILITIES ACT,EEOC,US JUSTICE DEPT,WASHINGTON D.C. B. STANDARDS:MATERIALS AND WORKMANSHIP GRADES SHALL BE DEFINED IN THE 2009 ED.OF ARCHITECTURAL WOODWORK D. MIRROR GLASS:FLOAT TYPE,1/4"THICK,NO.1 QUALITY,WITH A STAINLESS STEEL FRAME. E. OWNER FURNISHED ITEMS 2. ANSI-AMERICAN NATIONAL STANDARDS INSTITUTE,1819 L ST.NW,SUITE 600,WASHINGTON DC QUALITY STANDARDS PUBLISHED BY AMERICAN WOODWORK INSTITUTE,RENTON VA. THE OWNER SHALL PROVIDE ALL EQUIPMENT TO BE USED IN THE PREMISES.THE CONTRACTOR SHALL RELOCATE THE 3. ASTM:100 BARR HARBOR ROAD,WEST CONSHOCKEN,PA C. SHOP DRAWINGS:SUBMIT SHOP DRAWINGS FOR ALL NEW CASEWORK PER SECTION 1330,SHOWING ALL LOCATIONS, EXISTING CASEWORK AS INDICATED IN THE DRAWINGS. 4. US ENVIRONMENTAL PROTECTION AGENCY,REGION 10,1200 SIXTH AVENUE,SEATTLE,WA. ARRANGEMENTS,SHAPES,DIMENSIONS,AND DETAILS FOR ARCHITECT'S REVIEW AND APPROVAL. DIVISION 9: FINISHES F. SURVEYING EXISTING CONDITIONS 5. NEPA-NATIONAL FIRE PROTECTION ASSOCIATION,1 BATTERYMARCH PARK,QUINCY MA. D. PROVIDE NEW WALL AND FLOOR SURFACES WHICH ARE STRAIGHT AND TRUE FOR PROPER ALIGNMENT,AND TRUENESS. Revisions PRIOR TO THE COMMENCEMENT OF THE WORK THE CONTRACTOR,OWNER,AND ARCHITECT SHALL JOINTLY SURVEY 6. OSHA-OCCUPATIONAL SAFETY&HEALTH ADMIN.,200 CONSTITUTION AVE N.W.,WASHINGTON DC E. MAINTAIN A TEMPERATURE OF 55 DEGREES AND RELATIVE HUMIDITY OF 25%TO 55%. SECTION 09 21 16:FIRE RATED 1 SMOKE RATED WALL SYSTEMS EXISTING CONDITIONS,NOTING AND RECORDING ANY EXISTING DAMAGE.RECORD WILL SERVE AS A BASIS OF FINDINGS 7. OSSC-OREGON STRUCTURAL SPECIALTY CODE,OREGON BUILDING CODES AGENCY,SALEM,OR F. FIELD VERIFY ALL.DIMENSIONS PRIOR TO FABRICATION. A. MARKING AND IDENTIFICATION OF FIRE WALLS,FIRE BARRIERS,FIRE PARTITIONS,SMOKE BARRIERS AND SMOKE No. Revisions By Date Appr. FOR DETERMINING ANY SUBSEQUENT DAMAGE TO EXISTING FACILITIES AS CAUSED BY CONTRACT WORK. G. PRODUCTS: PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY G. PROTECTING EXISTING UTILITIES SECTION 01 73 00:FIELD ENGINEERING 1. HARD BOARD:AHA A135.4 AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. SUCH IDENTIFICATIONS SHALL: DRAWINGS INDICATE APPROXIMATE LOCATION OF ALL KNOWN CONCEALED UTILITIES.BEFORE THE START OF WORK, A. THE CONTRACTOR SHALL ESTABLISH BENCHMARKS REFERENCED TO EXIST.CONTROL POINTS.SURVEYING INSTRUMENTS 2. MEDIUM DENSITY FIBERBOARD:ANSI A208.2,GRADE MD,MADE WITH BINDER CONTAINING NO UREA FORMALDEHYDE 1. AFTER PARTITIONS HAVE BEEN PAINTED,INSTALL IDENTIFICATION SIGNAGE ON BOTH SIDES OF PARTITIONS. CONTRACTOR SHALL LOCATE UTILITIES THAT COULD BE DAMAGED BY CONTRACT WORK.IF ADDITIONAL LINES ARE SHALL BE USED FOR LAYOUT FOR DOORS,CEILINGS,ELECTRICAL AND MECHANICAL WORK. EQUAL TO SIERRA PINE'S"MEDEX","MEDEX NC"AND"MEDITE II"AND WEYERHAEUSER'S"PREMIUM PLUS". 2. LOCATE IDENTIFICATION SIGNAGE ABOVE FINISHED CEILINGS AND WHERE VISIBLE BY FACILITY MAINTENANCE ENCOUNTERED, NOTIFY OWNER FOR DISPOSITION. 3. PARTICLE BOARD:ANSI STANDARD A208.1,GRADE M-S.,MINIMUM DENSITY:45 PCF,MAXIMUM MOISTURE CONTENT:8%. PERSONNEL. H. USE OF OWNER'S PROPERTY AND EQUIPMENT SECTION 01 73 50:CUTTING AND PATCHING WET LOCATIONS USE 1/2"MINIMUM MARINE PLYWOOD FOR ALL TOPS AND BACK SPLASHES. 3. SPACING NOT TO EXCEED 20 FEET CENTERS AND NOT LESS THAN ONE PER FIRE-RATED PARTITION. DO NOT USE OWNER'S PROPERTY,FACILITIES OR EQUIPMENT. A. ALL AREAS WHERE THE EXISTING FINISH HAS BEEN REMOVED TO ACCOMMODATE ALTERATIONS INCLUDING BUT NOT 4. MARINE-GRADE PLYWOOD(COUNTERTOPS WITH SINKS):DOUGLAS-FIR OR WESTERN LARCH. THE GRADE OF ALL PLIES 4. LETTERING TO BE NOT LESS THAN 4 INCH IN HEIGHT,INCORPORATING THE SUGGESTED WORDING:"SMOKE BARRIER(OR I. FIRE-HARZARDOUS WORK LIMITED TO PLUMBING,ELECTRICAL,HVAC,CASEWORK AND ACCESSORIES,SURFACES SHALL BE PATCHED TO MATCH THE OF VENEER IS B OR BETTER. B-GRADE VENEER MAY HAVE KNOTS BUT NO KNOTHOLES. A-GRADE VENEER HAS NO KNOTS OTHER WALL TYPE)-PROTECT ALL OPENINGS". EXACT WORDING TO BE VERIFIED BY OWNER. PERFORM NO WELDING,TORCH-CUTTING,OR OTHER HAZARDOUS WORK WITHOUT GIVING THE OWNER 48 HOURS ADVANCE EXIST.MATERIAL,COLOR,TEXTURE AND FINISH OF THE ADJACENT SURFACE. OR KNOTHOLES. THE MAXIMUM CORE-GAP SIZE PERMITTED IS 1/8". ITS EXPOSURE DURABILITY RATING IS EXTERIOR AND NOTICE OF SUCH WORK. THE FLUE USED ISA FULLY WATERPROOF STRUCTURAL ADHESIVE. SECTION 09 2216:STEEL WALL FRAMING AND SUSPENSION SYSTEMS J. RESPONSE TIME FOR CORRECTING NON-COMPLYING WORK. SECTION 01 7419:CLEANING AND TRASH REMOVAL 5. OTHER SOFTWOOD PLYWOOD:DOC PS 1,MEDIUM DENSITY OVERLAY. A. NON STRUCTURAL STEEL STUDS SHALL BE A MINIMUM 33 MIL(20 GA). CONTRACTOR'S RESPONSE TO NOTICE OF WORK TO BE CORRECTED SHALL BE ACCOMPLISHED DURING THE FOLLOWING A. THE CONTRACTOR SHALL REMOVE ALL TRASH DAILY,OR SOONER.ALL SALVAGED ITEMS THAT HAVE BEEN REMOVED ARE 6. PLASTIC LAMINATE FACING AND INTERIOR LINING:HIGH PRESSURE TYPE CONFORMING TO NEMA LD-3,AT ALL VERTICAL B. STEEL STUDS SHALL BE DOUBLE STUDDED,18 GA AT ALL DOOR JAMBS,WINDOWS AND OTHER OPENINGS TO MEET ASTM TIME PERIODS: THE PROPERTY OF THE OWNER UNLESS DIRECTED BY THE OWNER FOR DISPOSAL SURFACES INCLUDING DOOR FRONTS,0.028 INCH,ALL SEMI EXPOSED SURFACES,0.02 INCH. REFER TO COLOR AND C-645, CLASS B. EMERGENCY WORK:24 HOURS PER DAY,7 DAYS A WEEK. B. DURING DAILY AND FINAL CLEANINGS THE AREAS(S)CLEANED SHALL MAINTAIN NEGATIVE PRESSURE. HEPA FILTRATION PATTERN ON THE DRAWING FINISH SCHEDULE. ANY DIRECTIONAL PATTERNS SHALL ALL BE VERTICALLY ALIGNED ON ALL C. LIMITING WALL HEIGHT BASED ON 16"O.C.STEEL STUDS IS AS FOLLOWS,NOTIFY ARCHITECT IF HEIGHT IS EXCEEDED: ---_ -- ANDERSON URGENT WORK:WITHIN 3 DAYS FOLLOWING RECEIPT OF NOTICE. SYSTEMS SHALL BE USED FOR DEVICES USED FOR PARTICLE REMOVAL. FACES. 1. STEEL STUDS 3-1/2"X 1-1/4"-MAXIMUM HEIGHT=16'-5" -- - - __ ROUTINE WORK:WITHIN 5 CALENDAR DAYS FOLLOWING RECEIPT OF NOTICE. C. ALL CLEANING MATERIALS TO BE USED SHALL BE THOSE RECOMMENDED BY THE MANUFACTURER. 7. EDGE BANDING:PROVIDE AT ALL DOOR AND SHELVING EDGES.POLYVINYL CHLORIDE,3 MIL.THICKNESS,COLOR TO 2. STEEL STUDS 4"X 1-1/4"-MAXIMUM HEIGHT=18'-4" __ _ 0I D. DURING CONSTRUCTION,CLEAN AREAS PRIOR TO PAINTING. MATCH ADJACENT FACING MATERIAL. B. USE FASTENERS AS RECOMMENDED BY THE MANUFACTURE,AND ACOUSTIC SEALANT SURROUNDING ALL OPENINGS TO BE -_ _ - D A B R S K SECTION 01 12 00:DESIGN-BID REQUIREMENTS E. THE FINAL CLEANING SHALL INCLUDE REMOVAL OF ALL WASTE,VACUUMING ALL SURFACES,WASHING AND POLISHING 8. ADHESIVES:EXTERIOR USE AND LAMINATING PLASTIC LAMINATE SURFACES:MELAMINE,PHENOL-RESIN,OR TREMCO MIRASCLE 21 OR APPROVED. - _ I A. CERTAIN WORK COMPONENTS OF THIS PROJECT HAVE NOT BEEN DESIGNED BY THE ARCHITECT OR THE ARCHITECTS FLOORS,CLEANING CASEWORK,& VENTILATION SYSTEM TO THE EXTENT AFFECTED. RESORCIONAL-RESIN CONFORMING TO FS MMM-A-181. - - ARCH TE E CT S CONSULTANTS,AND THESE COMPONENTS MUST BE DESIGNED,ENGINEERED AND BUILT BY THE CONTRACTOR.THE H. FINISH HARDWARE SECTION 09 29 00:GYPSUM BOARD CONTRACTOR SHALL COORDINATE AND ASSUME(OR ASSIGN TO SUBCONTRACTOR)COMPLETE RESPONSIBILITY FOR SECTION 01 T7 00:CONTRACT CLOSEOUT 1. DOOR HINGES:5 KNUCKLE HINGE,WITH AN OPENING ANGLE OF 120 DEGREES,NICKEL FINISH. A. PROVIDE TYPE 5/8 TYPE X,ASTM C-1396,OR AS CALLED OUT ON DOCUMENTS.WHERE PATCHED, FINISH GYPSUM BOARD IN '- L C �s 2. DOOR PULLS:BECKER#BP225-04,96MM WITH ALUMINUM FINISH. AT THIS AREA AS REQUIRED TO MATCH EXISTING ADJACENT SURFACE. DESIGN,ENGINEERING,SUBMITTALS TO GOVERNING JURISDICTIONS FOR APPROVAL,SUBMITTALS TO ARCHITECT, A. THE ARCHITECT,AFTER INSPECTION WILL PREPARE AN CERTIFICATE OF SUBSTANTIAL COMPLETION,AIA DOCUMENT G704, 3. CABLE GROMMETS:DOUG MOCKETT(800)523-1269 OR APPROVED,3"DIAMETER,MATCH ADJACENT COLOR. PROVIDE B. COMPLY WITH STANDARD SPECIFICATION FOR THE APPLICATION&FINISHING OF GYPSUM BOARD,ASTM C-840. FABRICATION,TRANSPORTATION AND INSTALLATION OF THE WORK. ACCOMPANIED BY A LIST OF ITEMS TO BE COMPLETED OR CORRECTED.ARCHITECT WILL MAKE ONE ADDITIONAL FINAL MINIMUM ONE GROMMET PER WORK STATION. FINAL LOCATION OF GROMMET TO BE DETERMINED ON SITE BY OWNER. C. PERFORM WORK TO HAVE A MAXIMUM DEVIATION FROM TRUE PLANE OF NO GREATER THAN 1/8"PER 10 FT AND 1/16"IN ANY Portland Office: B. DESIGN-BUILD COMPONENTS OF THE WORK INCLUDE BUT ARE NOT LIMITED TO: INSPECTION TO DETERMINE WHETHER THE ALL DEFICIENCIES HAVE BEEN CORRECTED.ALL OTHER TRIPS WILL BE 4, DOOR LOCKS:BEST 3L OR 5L SERIES,LOCKS TO BE PROVIDED WITH PERMANENT CORES. RUNNING FT.PROVIDE CONTROL JOINTS AT 21/2 TO i LENGTH TO WIDTH RATIO. 1430 SE 3rd Ave, Ste 200 FIRE STOPPING,CEILING SUSPENSION SYSTEMS CHARGED TO THE CONTRACTOR AT THE ARCHITECTS STANDARD BILLING RATE. 5. PADLOCKABLE CAM LATCH:COMBI-CAM,MODEL 7840-US26 Portland, OR 97214 C. SUBMITTALS SHALL COMPLY WITH ALL BUILDING DEPARTMENT AND FIRE DEPARTMENT CRITERIA. INCLUDE ALL DESIGN B. CONTRACTOR SHALL FILE:AIA DOCUMENT G706,AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS,AIA DOCUMENT G707A, 6. BRACKETS:A&M HARDWARE INC.-STEEL BRACKET,MAXIMUM 4'-0"DISTANCE APART. SECTION 09 65 16:RESILIENT FLOORING239-7377 CRITERIA,DESIGN ASSUMPTIONS,STRUCTURAL CALCULATIONS,REQUIRED CLEARANCES AND INTERFACE REQUIREMENTS. RELEASE OF LIENS,AIA DOCUMENT NO.G 707,CONSENT(IF ANY)TO FINAL PAYMENT AND SEPARATE LIEN RELEASES FOR 7. DRAWER SLIDES:SIDE MOUNTED,FULL EXTENSION,ZINC-PLATED STEEL WITH STEEL BALL BEARINGS;KV8400,8405/ A. REFER TO CONTRACT DOCUMENTS AS TO THE EXTENT OF RESILIENT FLOORING AND RUBBER BASE. T: 503 AFFIX SEAL OF LICENSED PROFESSIONAL FOR THE STATE IN WHICH THE WORK OCCURS. ALL SUBCONTRACTORS. ACCURIDE 038321 DYNASLIDE OR EQUAL. RECESSED SCREW HEAD MATCHING COLOR OF HINGE,SLIDER,HANDLE,ETC. B. CONTRACTOR TO SUBMIT SAMPLES OF FLOORING TYPE,ADHESIVES AND BASE TO ARCHITECT FOR APPROVAL. F: (503) 239-7327 D. THE OWNER SHALL NOT PAY FOR PROGRESS DELAYS,ADDITIONAL WORK,ADDITIONAL PRODUCTS RESTOCKING OR RATED FOR THE FOLLOWING LOADS: C. ALL FLOOR PREPARATION MATERIALS INCLUDING PRIMER,SEALER,CRACK FILLER AND ADHESIVE SHALL BE AS MADE OR WWW.ADarchitects.com REWORKING REQUIRED BY CONTRACTORS FAILURE TO COORDINATE DESIGN-BUILD WORK WITH OTHER WORK. SECTION 01 77 50:WARRANTIES AND BONDS a. BOX DRAWER SLIDES-100 LBS RECOMMENDED BY THE FLOORING MANUFACTURER. E. ARCHITECT WILL PROVIDE ELECTRONIC ARCHITECTURAL DESIGN BUILD BACKGROUNDS AND TITLE BLOCK FOR THE A. PROVIDE PAYMENT AND PERFORMANCE BONDS AS DIRECTED BY THE OWNER PRIOR TO THE START OF CONSTRUCTION. b. FILE DRAWER SLIDES-150 LBS D. TESTING:PRIOR TO APPLICATION OF FLOORING,PERFORM A VAPOR TRANSMISSION TEST ON THE SURFACES. CONTRACTOR TO USE IN CREATING DESIGN BUILD DRAWINGS. DESIGN BUILD DRAWINGS NOT USING THE ISSUED PROVIDE ALL WARRANTY INFORMATION,SERVICE AND MAINTENANCE CONTRACTS AT THE END OF THE PROJECT IN A 81/2" c. PENCIL DRAWER SLIDES-45 LBS BACKGROUNDS AND TITLE BLOCK WILL NOT BE ACCEPTED. DESIGN BUILD DRAWINGS TO MATCH SIZE AND LAYOUT OF X 11"FORMAT. d. KEYBOARD SLIDES-75 LBS SECTION 09 91 00:PAINTING ORIGINAL ARCHITECTURAL DRAWINGS. ARCHITECT MAKES NO REPRESENTATIONS AS TO THE ACCURACY OR e. LATERAL FILES/PRINTER OR EQUIPMENT SLIDE OUTS-200 LBS A. EXTENT OF PAINTING IS INCLUDED ON THE ROOM FINISH SCHEDULE.ADDITIONALLY PAINT ALL ITEMS EXPOSED NOT TO COMPLETENESS OF BACKGROUND DRAWINGS AS THEY RELATE TO THE DRAWINGS. SECTION 01 78 23:PROJECT RECORDS 8. DOOR STOPS:HAFFELE-DORNA.STOP FLAP STAY WITH BRAKE LENGTHS AS REQUIRED. LOCATE ON DOORS ADJACENT HAVE FACTORY FINISH. 49B A. ARCHITECT WILL PROVIDE ELECTRONIC ARCHITECTURAL RECORD DRAWING BACKGROUNDS FOR THE CONTRACTOR TO TO EXTERIOR WINDOWS OR AS INDICATED ON DRAWINGS. B. COLOR SAMPLE:VERIFY TYPE OF PAINT TO BE USED FOR EACH TYPE OF PAINT MATERIAL,COLOR AND SHEEN PRIOR TO 3241 SECTION 01 25 00:PRODUCT SUBSTITUTIONS INCLUDE IN FINAL CLOSE OUT DOCUMENTS AND TO DEVELOP"AS-BUILT"DRAWINGS(IN AUTOCAD 2007 FORMAT)OF ALL 9. METAL SHELF SUPPORTS:METAL BODY PINS FOR PRE-DRILLED CABINET SIDE PANELS;PRE-BORED 5MM DIAMETER WITH SUBMITTING TWO SAMPLES TO ARCHITECT FOR REVIEW. �, , A. THE ARCHITECT SHALL BE THE SOLE JUDGE OF WHETHER A MATERIAL,ARTICLE OR PIECE OF EQUIPMENT ON THE OTHER TRADES TO INCLUDE IN FINAL CLOSE OUT DOCUMENTS. "AS-BUILT"DRAWINGS SHALL FOLLOW THE STANDARDS TWO PINS AND AMCO#11 SHELF CLIP C. EXAMINE SURFACE CAREFULLY PRIOR TO STARTING WORK.NOTIFY ARCHITECT IMMEDIATELY IF SURFACES ARE NOT JON . AND 'e.e N DRAWINGS OR IN THIS SPECIFICATION IS ACCEPTABLE FOR THE SUBSTITUTION SPECIFIED. SET FORTH IN ANDERSON DABROWSKI ARCHITECTS'AS-BUILT BACKGROUND STANDARDS'AND IS AVAILABLE UPON 10. CATCHES:MAGNETIC TYPE ACCEPTABLE ADEQUATE FOR MATERIAL APPLICATION. B. ALL SUBSTITUTION REQUESTS SHOULD BE PROVIDED 7 DAYS PRIOR TO THE BID DATE.IF SUBSTITUTIONS ARE REQUESTED REQUEST. O&M BINDER REVIEW WILL FOLLOW ANDERSON DABROWSKI ARCHITECTS"PROJECT AS-BUILT/O&M SUBMITTAL 11. HANGING FILE BRACKETS: KINETRON,INC.HANGING FILE BRACKET SYSTEM WITH ZINC FINISH, D. COATING:FOLLOW MANUFACTURERS COATING RECOMMENDATIONS FOR NEW AND EXISTING WORK. EACH NEW SURFACE fit. ALL INFORMATION SHALL BE PROVIDED INCLUDING THAT OF THE INITIAL PRODUCT AND THE REQUESTED SUBSTITUTION. CHECKLIST"AND IS AVAILABLE UPON REQUEST. 12. ADJUSTABLE SHELVES:KNAPE&VOGT,MODEL 183 BRACKETS&83 STANDARDS,STEEL WITH ANOCHROME FINISH. TO BE PAINTED SHALL RECEIVE A MINIMUM OF ONE PRIME COAT OF PAINT,AND TWO FINAL COATS. THE ARCHITECT WILL ISSUE AN ADDENDUM PRIOR TO BID SUBMISSION LISTING ALL THE APPROVED SUBSTITUTIONS. I. FABRICATION:AWI FABRICATION STYLE:FLUSH OVERLAY *J. CABINETS WITH ADJUSTABLE SHELVES NOT EXCEED 36 FOR 3/4"SHELVES. SPANS EXCEEDING 36"IN LENGTH,INCREASE LD,.&J SECTION 01 26 00:CHANGE ORDER PROCEDURES TO 1"THICK SHELVES. DIVISION 10: SPECIALTIES DIVISION 3: CONCRETE3/4" �,, �C5 A. OWNER OR ARCHITECT INITIATED CHANGES SHALL INCLUDE PRIOR TO THE COMMENCEMENT OF THE WORK A PROPOSAL K. ALL COUNTERTOPS AND SHELVING TO BE PLYWOOD,ALL OTHER, PARTICLE BOARD. PROVIDE 2"RADIUS ON EXPOSEDi Q REQUEST WITH A DETAILED DESCRIPTION OF CHANGE,INCLUDING THE CHANGE LOCATION,PRODUCT AND CONTRACT COUNTERTOP CORNERS. SECTION 10 26 00:WALL CORNER GUARDS �%ti }' TIME.SUCH A REQUEST IS FOR INFORMATION ONLY AND IS NOT AN AUTHORIZATION TO EXECUTE THE CHANGE OR STOP SECTION 03 30 53: INCIDENTAL CONCRETE L. ALL BACK SPLASHES WHERE P-LAM IS USED SPECIFICALLY AT ANY WET LOCATIONS SHALL BE LAMINATED ON BOTTOM OF A. SURFACE MOUNTED,RESILIENT,PLASTIC CORNER GUARDS CONSISTING OF SNAP-ON PLASTIC COVER INSTALLED OVER Fj THE WORK IN PROGRESS. A. EXTENT OF WORK INCLUDES PROVIDING CONCRETE NECESSARY TO PATCH AND REPAIR CUTS AND CORES, THE BACK SPLASH PIECE AND HAVE A SOLID CONTINUOUS BEAD OF SILICONE UNDER THE EDGE OF THE SPLASH PRIOR TO CONTINUOUS ALUMINUM RETAINER;INCLUDING MOUNTING HARDWARE;FABRICATE WITH 90-OR 135-DEGREE TURN TO �a B. CONTRACTOR INITIATED CHANGES SHALL INCLUDE A DESCRIPTION OF THE PROPOSED CHANGE,STATEMENT OF REASON AND OTHER INCIDENTAL USES IF ANY. AFFIXING IT TO THE TOP. IN PLACES WHERE THERE IS HEAVY USE OF WATER,NOURISHMENT STATIONS/LABS t ER, ETC. MATCH WALL CONDITION FOR MAKING THE CHANGE,INCLUDING THAT ON CONTRACT SUM AND CONTRACT AMOUNT,WORK OF OTHER B. PRODUCTS: THE USE OF A WILSON ART BENT METAL PIECE OR EQUIVALENT SHALL BE USED OVER THE BACK SPLASH AND EXTEND A B. WINGS TO BE AS NOTED ON FINISH SCHEDULE. CONTRACTORS AND THAT TO THE OWNER. 1. STEEL:BARS TO MEET ASTM STANDARD A-706 IF WELDED,ALL OTHERS ASTM A-615. MINIMUM OF 1'BEYOND BOTH ENDS OF THE SINK OR TO THE WALL WHICH EVER IS LESS. D. MUST MEET ASTM E-84 STANDARDS M. ALL EDGES AND DEVICES WITHIN THE P-LAM COUNTER SHALL BE CAULKED. C. DOCUMENTATION FOR EACH PROPOSAL REQUEST SHALL INCLUDE BUT IS NOT LIMITED TO LABOR REQUIRED,EQUIPMENT 2. WIRE MESH:6 x 6"X 1.4 SIZE TO MEET ASTM STANDARD A-185 N. TACK BOARDS TO BE CONSTRUCTED OF BUILDER BOARD OR SOUNDBOARD. AFFIX TACK BOARD FABRIC WITH SILVER REQUIRED,PRODUCTS REQUIRED,TAXES BONDS AND INSURANCE,CREDIT FOR DELETED WORK,AND OVERHEAD AND 3. REINFORCEMENT ACCESSORIES:HOT DIP GALVANIZE ANY ACCESSORY ADJACENT OR EXPOSED TO BEAUTY RINGS AND APPROPRIATE RECESSED SCREWS OR SMALL FINISH NAILS HIDDEN MAY BE USED PROFIT OF CONTRACTORS AND SUBCONTRACTORS.OWNER SHALL APPROVE ALL PROPOSAL REQUESTS. CONCRETE SURFACES. 0. HARDWOODS SHALL BE APA AWI PREMIUM GRADE. D. BASED ON THE APPROVED PROPOSAL REQUEST,THE ARCHITECT SHALL PREPARE EACH CHANGE ORDER USING AIA 4. PORTLAND CEMENT:TO MEET ASTM-C-150,TYPE I&II. DOCUMENT G701.THE CHANGE ORDER WILL DESCRIBE ALL WORK CHANGES AND INCLUDE ALL CONTRACTORS INVOICES. 5. AGGREGATE:MAXIMUM SIZE,NOT MORE THAN 1/5 THE NARROWEST DIMENSION BETWEEN THE SIDES OF E. CONTRACTOR SHALL REVISE THE SCHEDULE OF VALUES AND REQUEST FOR PAYMENT FORMS TO RECORD EACH CHANGE THE FORMS, 1/3 DEPTH OF FLATWORK,OR 3/4 OF THE NARROWEST SPACE BETWEEN THE REINFORCING DIVISION 7: THERMAL & MOISTURE PROTECTION AS A SEPARATE ITEM OF WORK. BARS. 6. FLY ASH:CLASS F TO MEET ASTM C-618. SECTION 07 8413:FIRE STOPPING SECTION 0129 00:SCHEDULE OF VALUES AND APPLICATION FOR PAYMENT 7. WATER REDUCING AD MIXTURES:TYPE A,TO MEET ASTM C-494.PROHIBITED ADMIXTURES INCLUDE A. WORK CONSISTS OF SEALING OPENINGS IN ACCORDANCE WITH ALL LOCAL CODES THROUGH FIRE RATED ASSEMBLIES TO A. CONTRACTOR SHALL PREPARE PRIOR TO THE START OF WORK,A SCHEDULE OF VALUES IDENTIFYING EACH MAJOR WORK CALCIUM CHLORIDE,THYOCYANATES AND ANY OTHERS CONTAINING MORE THAN 0.05%CHLORIDE IONS. PREVENT THE PASSAGE OR SPREAD OF FLAME,SMOKE OR GASES INCLUDING BUT NOT LIMITED TO: MECHANICAL PIPING, ITEM,COORDINATED WITH A CONSTRUCTION PROGRESS SCHEDULE. 8. EPDXY ADHESIVE:HILT!HIT HY-150,ITW RAMSET REDHEAD EPCON,SIMPSON STRONGTIE SET ADHESIVE, DUCTWORK,AND ELECTRICAL CONDUIT,AND OPEN JOINTS AT BETWEEN FIRE RATED WALLS,DECKS,FLOORS AND B. BASED ON THE SCHEDULE OF VALUES AND THE CONSTRUCTION PROGRESS SCHEDULE,THE CONTRACTOR SHALL SUBMIT CEILINGS.FIRE STOPPING TO BE GOVERNED BY THE LOCAL CODES INCLUDING THE HOSE STREAM TEST IN IBC 712&713. OR APPROVED. 5 COPIES OF AN ITEMIZED APPLICATION AND CERTIFICATE FOR PAYMENT,AIA DOCUMENT G702 PRIOR TO THE 24TH OF B. AFTER WORK COMPLETION,SUBMIT MANUFACTURERS WRITTEN CERTIFICATION THAT FIRE STOPPING HAS BEEN INSTALLED EACH MONTH SHOWING A 10%RETAINAGE. 9. NON-SHRINK GROUT-MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 5000PSI,&MEET ASTM C-827. IN COMPLIANCE WITH REGULATORY REQUIREMENTS. PROVIDE SPECIAL INSPECTIONS IF REQUIRED. C. 30 DAYS AFTER FINAL INSPECTION AND ACCEPTANCE BY THE OWNER,THE BALANCE DUE UNDER THE CONTRACT WILL BE 10. STANDARD GROUT-MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500PSI,AND THE FOLLOWING PARTS C. FIRE STOPPING SHALL BE RATED IN ACCORDANCE WITH ASTM E-814 OR UL 1479.IT SHALL REMAIN FLEXIBLE,AND NOT PULL This document is the property of the Owner and is PAID,PROVIDED THE WORK IS FULLY COMPLETED. PER VOLUME:CEMENT:1,LIME:1/4,FINE AGGREGATE:3,PEA GRAVEL: 1-1/2,WATER:FOR CONSISTENCY. AWAY FROM CONTACT SURFACES WHERE EXPOSED TO VIEW IT WILL BE PAINTABLE. not to be used without his written permission 11. ALL OTHER INGREDIENTS SHALL CONFORM TO THE LOCAL BUILDING CODE. SECTION 07 92 00:JOINT SEALANTS SECTION 01 31 00:PROJECT COORDINATION 12. MIXING CONCRETE:TO MEET ASTM C-94,MINIMUM 23 DAY COMPRESSIVE STRENGTH OF 3000 PSI,WITH A A. EXTERIOR JOINTS:MODIFIED SILICONE,(STPe)SEALANT,INTERIOR JOINTS:ACRYLIC LATEX SEALANT. PROVIDE A SAMPLE Project Architect Approval: A. CONTRACTOR,ARCHITECT AND OWNER SHALL ATTEND A PRECONSTRUCTION CONFERENCE PRIOR TO THE START OF MAX.SLUMP OF 4 INCHES PLUS OR MINUS ONE INCH.REPLACE CONCRETE WITH GREATER SLUMP, PP CONSTRUCTION.PROCEDURES SHALL BE ESTABLISHED INCLUDING SUBMITTALS,REPORTS AND RECORD KEEPING, SHOWING BLEEDING OR AGGREGATE SEPARATION. OF EACH SEALANT FOR THE ARCHITECTS .COLOR TO MATCH ADJACENT SURFACES. SCHEDULES,RESOLUTION OF CONFLICTS,MEETINGS AND CLOSE-OUT DUTIES. B. WARRANTY JOINT SEALANT WORK FOR 2 YEARSEARS FOLLOWING PROJECT SUBSTANTIAL COMPLETION.PROVIDE ALL B. SCHEDULE AND CONDUCT REGULAR MEETINGS AT PROJECT SITE. C. INSTALLATION: ACCESSORIES INCLUDING BACKER ROD,25%GREATER THAN THE JOINT WIDTH,OF CLOSED CELL,SOFT ROD AND C. INFORM PARTICIPANTS AND OTHERS INVOLVED,AND INDIVIDUALS WHOSE PRESENCE IS REQUIRED OF PROJECT MEETINGS. 1. INSTALL FORM WORK TO INSURE SHAPE IS MAINTAINED AND AGAINST LEAKAGE. POLYETHYLENE BOND BREAKER TAPE,WHERE BACKER ROD CAN NOT BE USED. D. PREPARE AND DISTRIBUTE MEETING AGENDA(MEETING MINUTES) 2. INSTALL ALL REINFORCEMENT AS REQUIRED BY THE BUILDING CODE. C. ALL JOINTS TO BE CLEAN AND FREE FORM DUST AND OIL PRIOR TO APPLICATION.CONCRETE SURFACES TO CURE A E. RECORD SIGNIFICANT DISCUSSIONS AND AGREEMENTS ACHIEVED. DISTRIBUTE MEETING MINUTES TO ALL INVOLVED 3. DEPOSIT IN LAYERS OF 24"DEEP MAXIMUM,WITH A MAXIMUM DROP HEIGHT OF 5 FEET. DO NOT REUSE MINIMUM OF 4 WEEKS BEFORE APPLYING THE SEALANT. WITHIN THREE(3)DAYS OF MEETING. SET CONCRETE. Architect/Engineer Of Record: F. CLOSE OUT DUTIES WILL INCLUDE THE DATE PLANNED TO CONDUCT THE SUBSTANTIAL COMPLETION INSPECTION AND THE 4. CONSOLIDATING CONCRETE:USE MECHANICAL HIGH FREQUENCY VIBRATORS TO CONSOLIDATE 9 FINAL COMPLETION INSPECTION AND EQUIPMENT START UP.ALL CLEANING MUST BE PERFORMED PRIOR TO THESE CONCRETE INTO CORNERS AND TO EXCLUDE AIR BUBBLES, ROCK POCKETS AND HONEYCOMB. HOLD INSPECTIONS TO THE SATISFACTION OF THE ARCHITECT. VIBRATOR IN ONE SPOT NO LONGER THAN 125 SECONDS WITH INSERTION POINTS AT APPROXIMATELY 18" O.C. 5. REPAIR ANY DAMAGED CONCRETE AS DIRECTED BY THE ARCHITECT. ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS, REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BY LAW. Facility TIGARD DENTAL OFFICE 7105 SW HAMPTON TIGARD, OREGON 97223 Project TIGARD DENTAL OFFICE STERILIZATION REMODEL Sheet Title • • SPECIFICATIONS v Fac No: OR038-1 Bldg No: 1 Floor Lev: 1 Section: 1 g 0 Scale AS NOTED DCA No. to 01 Permit No. Drwn By MJW Sheet v 01, Chckd By JMA E Issue Date 12/30/19 c� z m L 0 5' 50' 0 5` 25' 0 1' 12' 0 1' 6' 0 4' 0 1' 3' 0 2' 0 1' l 1 1 ( 1 I 1 1 111111 I iI 1 , 111 I I Ill Ill 1 IIIIIIILLIIII I I I I I IiIIIIII1111l I 1 I I 1 L 111111 111 I 1 I 1 liiiiiliiiiil I 1 1 1 i 1 1 1 I i 1 1 1 I GRAPHIC SCALES: 1/16' = 1' –0' 1/8' = 1' –0' 1/4' = 1' –0` 1/2' = 1' –0' 3/4' = 1' –0' 1' = 1' –0' 1-1/2' = 1' –0' 3' = 1' –0' If this sheet Is not 24' x 36' It is a reduced print GENERAL DEMOLITION DEMOLITION FLOOR PLAN NOTES •IP • • FLOORPLAN NOTESREMOVE OR RELOCATE EXISTING PHONE/DATA/ELECTRICAL TO 01 FACILITATE NEW INSTALLATION CONFIGURATION AS SHOWN ON 1. GENERAL NEW PLAN SHEET. PATCH AND REPAIR WALL TO MATCH SURROUNDING CONDITIONS. NOTE NOT SHOWN. KAISER PE.RRIANEI\ITEO WORK REQUIRED PRIOR TO DEMOLITION: REMOVE ALL BLANK PLATES AND ASSOCIATED PIECES (BOXES, Kaiser Permanente CONTRACTOR TO PROVIDE SUFFICIENT NOTIFICATION OF THE WORK Q2 CONDUITS, ETC) IN SCOPE OF WORK. PATCH AND REPAIR WALL TO MATCH SURROUNDING CONDITIONS. NOTE NOT SHOWN. SCHEDULE TO THE BUILDING OWNER AND ADJACENT DEPARTMENTS PRIOR TO COMMENCEMENT OF ANY WORK. REMOVE EXISTING FINISHES (FLOORING, BASE, ETC.) 03 THROUGHOUT ROOM AND PREP FOR NEW FINISHES SHOWN ON ALL TEMPORARY FANS, BYPASS DUCTS,AND OTHER MECHANICAL FINISH SCHEDULE. AND ELECTRICAL MODIFICATIONS NEEDED TO MAINTAIN EXISTING CLEAN AIR SUPPLY CONDITIONS FOR THE FACILITY SHALL BE IN REMOVE EXISTING CASEWORK INDICATED BY DASHED LINES PLACE. CONTRACTOR TO FOLLOW ILSM & INFECTION CONTROL 04 AND DISPOSE OF PROPERLY. STANDARDS. WORK INCLUDED: 05 EXISTING EQUIPMENT, SUPPLIES, ETC. TO BE REMOVED BY OWNER PRIOR TO START OF CONSTRUCTION. NOTE NOT DO ALL DEMOLITION REQUIRED FOR COMPLETION OF WORK SHOWN SHOWN. ON DRAWINGS. REMOVE EXISTING SINK, TOILET, FLOOR SINK, HOPPER SINK OR 06 OTHER PLUMBING FIXTURE AS SHOWN. CAP PLUMBING (EITHER REMOVE DEBRIS FROM SITE DAILY. DO NOT STOCK PILE MATERIAL ABOVE CEILING, BELOW FINISHED FLOOR OR ABOVE CEILING IN ON SITE FOR LATER REMOVAL. LEAVE SITE BROOM CLEANED AT END FLOOR BELOW SO PIPING IS NOT LEFT IN WALLS)AS REQUIRED Revisions OF THE DAY. BY CODE. STORE AS INDICATED BY OWNER, OWNER TO VERIFY PIECES TO BE KEPT BEFORE BEING PUT INTO STORAGE. CONTRACTOR TO REMOVE ALL SCREWS, HOOKS, NAILS, ETC. FROM No. Revisions By Date Appr. WALLS. PATCH & REPAIR WALL AS REQUIRED THROUGHOUT AREA OF REMOVE EXISTING TOILET/SINK ACCESSORIES. STORE AS WORK. 07 INDICATED BY OWNER FOR POSSIBLE RE-USE AND 2. SALVAGE RE-INSTALLATION. OWNER TO VERIFY PIECES TO BE KEPT BEFORE BEING PUT INTO STORAGE. NOTE NOT SHOWN. TO BUILDING OWNER: REMOVE EXISTING CORNER GUARDS ARE REQUIRED FOR 08 CONSTRUCTION. NOTE NOT SHOWN. THE FOLLOWING MATERIALS REMAIN PROPERTY OF THE BUILDING OWNER: Q, [� MATERIAL AND EQUIPMENT SHOWN ON DEMOLITION PLAN WHICH ' ` ' ` D E R S O N INCLUDES, BUT IS NOT LIMITED TO:ALL DOORS, DOOR FRAMES, DAB R O W SK DOOR STOPS, LIGHTING FIXTURES, HVAC GRILLES, MIXING BOXES, I DAMPERS, ELECTRICAL COVER PLATES, SWITCH PLATES, CEILING ARCHITECT TILES, WINDOW BLINDS, ETC. REMOVE AND STORE ON SITE WHERE DIRECTED BY BUILDING L L C OWNER. V Portland Office: I o � / 1 d i 1430 SE 3rd Ave, Ste 200 Portland, OR 97214 3. REGULATORY AGENCY REQUIREMENTS [ T: 503 239-7377 AF IR _. 1 ' - I F: 503 239-7327 SAFETY REQUIREMENTS: lic- WWW.ADarChiteCtS.COrn IF MORE RESTRICTIVE THAN THOSE SPECIFIED HEREIN, CONFORM TO BUILDING CODE REQUIREMENTS AND TO ANSI A10.6"SAFETY REQUIREMENTS FOR DEMOLITION". - - —I n[ J 1 p` J 1 GOVERNING REGULATIONS OF DEPARTMENT OF ENVIRONMENTAL I �� 3241 QUALITY. (E)+i8 I WTAGN ' JON . AND RSON� EXISTING ASBESTOS: _ I 121 I IL1 „ � ' r { SHOULD EXISTING ASBESTOS MATERIAL BE ENCOUNTERED, 04 p p l CONTACT OWNER/ARCHITECT IMMEDIATELY PRIOR TO PERFORMING I tf l Do e-. ANY REMOVAL. CONTAINMENT OR ENCAPSULATION TO BE IN - - I I BID ALT #1 ,o ACCORDANCE WITH GOVERNING REGULATIONS OF DEPARTMENT OF ENVIRONMENTAL QUALITY. j I LL-_<._1- . C�`OF]E OF WORK ,z, OF 0� 4. EXISTING MECHANICAL, PLUMBING, AND ELECTRICAL t I L 1 ALL PRECAUTIONS AND REQUIREMENTS LISTED ARE THE °D HALLW RESPONSIBILITY OF THE CONTRACTOR AND MUST BE TAKEN TOw 0 134 INSURE PROTECTION OF ALL ADJACENT DEPARTMENTS. o E j (---- mom= =mom= Q w COORDINATE ALL SYSTEM SHUT DOWNS APPLICABLE TO DEMO w ( i r- _ jD) (D)� WORK WITH BUILDING OWNER AND ADJACENT DEPARTMENTS. i iI ,� �� - I c � �� I EQELC PATCH ALL OPENINGS IN REMAINING WALLS, FLOORS,AND CEILINGS BioscivIC o< INSPR N) • ! 133 WHERE ELECTRICAL, MECHANICAL, AND PLUMBING SYSTEMS HAVE ASSISTI✓NA 123A Tp� EVSRM BEEN VACATED TO MEET CODE AS REQUIRED TO FINISH OUT SPACE. I II as m I `”" I Y I SGENL T--- - �._.._ _. - - I 136 THIS INCLUDES PATCHING WHERE OUTLETS HAVE BEEN REMOVED. ;L T35- I I I- I Wm. JP I I 124 I ' ATERMINATE ALL EXISTING ELECTRICAL IN WALLS, FLOORS, AND I III i ocoXRAY �'Iii CEILINGS AS REQUIRED TO ACCOMMODATE NEW FLOOR PLAN, (g+ I I I (E)+46-(J) 1 GI co This document is the property of the Owner and is UNLESS OTHERWISE NOTED. I- - I i {} J 1-711-1-1 IPERI not to be used without his written permission I II *3sz�� 131 I ll II - )COa� 04 ,— + mmmmmmL�� ad Project Architect Approval: 5. VERIFY EXISTING CONDITIONS/PROTECT FROM DAMAGE - *- --755.25`' I I w - L_ — CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND G I 03 D ;.dl • 7$ WP BRACKET TLGEN I ( t s ' DIMENSIONS WHICH EFFECT THEIR WORK AS DESCRIBED IN THE I '' f A !PERI 1---------...N! 137 I DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF + 6 rn CO- • HALLW \ I E C CONSTRUCTION. HAL2 (E) I + + U M 130I I iI 112 I "DI Lu w 1�z5 l I� 135 p Architect/Engineer Of Record: m I D +46 (D,.._! (D) (E1)+46 Er =--+- i;� ALL EXISTING WORK SHALL BE PROTECTED FROM DAMAGE AND l 04 06 �D;+46 w l 932 (E)+46 w w r---,I - • RESTORED TO"AS NEW" CONDITION IF DAMAGED,AT NO ADDITIONAL 1 �� TVil. C i m� .25 . 0� • �.l'7y J W (E)+18 – COST TO OWNER/DEPARTMENT. THIS APPLIES TO ALL r _ __ I I __ Y - - `� �� ' I SUBCONTRACTORS. !� _ i� I I �� i ✓:� XRAY I� II 1e1� C1/�I�� • ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE L _ _ _ _ _ _ SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI I L J i _ J L I– —3 �" �,I I �� um � � p ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS, PATCH FLOOR FINISHES AS REQUIRED AFTER REMOVAL OF I I -*_ XRAY 1► WP �� __ REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN CASEWORK (IF FLOORING IS TO REMAIN). I WAGEN +35.25 t, « " A L PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BY LAW, TLGEN I E)+.6 127 (E +4 `■J 1111 Facility ..IN rE�E� —www I C l i `�° + IPERI I 138 I - +18 w 129 I OH TIGARD DENTAL OFFICE �[�HSOREDEX I _ _ „_ ._�_.._ .WP ' rl 7105 SW HAMPTON IC M r��S Qar+A6LTIGARD, OREGON 97223 p co Project LBDPR 126 (E}+46 w TIGARD DENTAL OFFICE I I '+'i (E)+46 HALLW STERILIZATION `�- (D)FANT L. I 128 REMODEL (t)+64,13 1 (Di. I WPI CO co ((E) ^ Sheet Title DEMOLITION � ' � u ' — w w � I (E)POWER STRIP TKBD (E)+46!� �n� FLOOR PLAN BID ALT #1 j — — — = SCOPE OF W RK ro 11 Fac No: 0R038-1 Bldg No: 1 Floor Lev: 1 Section: 1 E: — QWTAGN Scale AS NOTED DCA No. 0 Permit No. M v Drwn By KM Tr 05 1 . DEMOLITION FLOOR PLAN ChckdBy JMA A3 .0 ai Issue Date 12/30/19 z SCALE: 1/4"= 1'-0" iv LE 0 5' `` 50' 0 5' 25' 0 1' 12' 0 1' 6' 0 4' 0 1' 3' 0 2' 0 1' 111 1 I I If l I I 1 I 4 I I I f i11li1limiI I I I 1 i I 1 I 1 1 1 1 1 , 1 1 1 l I 1 1 I 1 I I I liiiiliiiiiilI 1 III 1 I t 1 1 1 GRAPHIC SCALES: 1/16' = 1' -0' 1/8' = 1' -0' 1/4' = 1' -0' 1/2' = 1' -0' 3/4' = 1' -0' 1' = 1' -0' 1-1/2' = 1' -0' 3' = 1' -0' If this sheet is not 24' x 36' it is n reduced print • • . GENERAL NEW FLOOR PLAN NOTES NEW FLOOR PLAN NOTES \ITilj� 1. THE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN 15.ANY DAMAGE TO EXISTING MATERIALS AND/OR CONDITIONS THAT O PROVIDE AND INSTALL NEW WALLS AS INDICATED ON PLAN. SEE : PROVIDE AND INSTALL NEW MECHANICAL AS SHOWN. SEE HVAC TERMS OF ARCHITECTURAL DESIGN CONCEPT, DIMENSIONS, AND ARE TO REMAIN OR BE REUSED SHALL BE THE RESPONSIBILITY OF 01 WALL TYPES FOR MORE INFORMATION. 08 DRAWINGS FOR MORE INFORMATION. NOTE NOT SHOWN. MAJOR ELEMENTS OF STRUCTURAL SYSTEM. AS SUCH, THE THE CONTRACTOR TO REPAIR OR REPLACE SUCH EXISTING KAISER PERMAN ENTEO DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK MATERIALS AND/OR CONDITIONS AT NO ADDITIONAL COST TO THE 02 PATCH AND REPAIR ALL NEW WALL INFILL TO MATCH SURROUNDING 09 PROVIDE AND INSTALL NEW DOORS, FRAMES AND/OR HARDWARE. REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE OWNER. CONDITIONS. SEE DOOR SCHEDULE FOR MORE INFORMATION. Kaiser Permanente REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, THE CONTRACTOR 16.ALL NEW TOILET ACCESSORIES ARE TO BE MOUNTED PER 03 PROVIDE AND INSTALL NEW FINISHES (PAINT, RUBBER BASE, 10 PROVIDE AND INSTALL NEW CARD READERS AS INDICATED ON PLAN. SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION MANUFACTURER'S REQUIREMENTS TO MEET ADA STANDARDS O FLOORING, ETC.)THROUGHOUT SCOPE OF WORK. SEE FINISH SEE DOOR SCHEDULE AND ELECTRICAL DRAWINGS FOR MORE AND COMPLETION OF THE WORK. UNLESS OTHERWISE NOTED. SCHEDULE AND FINISH PLANS FOR MORE INFORMATION. PROVIDE INFORMATION. AND INSTALL TRANSITION STRIPS AT ALL UNLIKE FLOORING 2. THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL VISIT THE 17.ALL WALL MOUNTED ACCESSORIES/ ITEMS TO BE REMOVED PRIOR MATERIALS. 11 PROVIDE AND INSTALL ACCESSORIES. SEE ACCESSORIES SCHEDULE SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS. HE/SHE TO PAINTING WALLS. ITEMS INCLUDE, BUT ARE NOT LIMITED TO, THE FOR MORE INFORMATION, NOTE NOT SHOWN. SHALL INVESTIGATE, VERIFY,AND BE RESPONSIBLE FOR ALL FOLLOWING: ELECTRICAL COVER PLATES, MIRRORS, COAT HOOKS, 04 PROVIDE AND INSTALL OUTLETS AS NOTED ON PLAN. WHERE CONDITIONS OF THE PROJECT AND SHALL NOTIFY THE ARCHITECT OF ARTWORK, TOILET ROOM ACCESSORIES, ETC. RE-INSTALL ITEMS RECEPTACLE HEIGHTS ARE NOT SHOWN RECEPTACLES ARE TO BEPROVIDE AND INSTALL NEW CASEWORK AS INDICATED ON PLAN. SEE ANY CONDITIONS REQUIRING MODIFICATION PRIOR TO AFTER PAINTING. INSTALLED AT 18" PER ADA CODE. NOTE NOT SHOWN. 12 INTERIOR ELEVATIONS AND FINISH SCHEDULE FOR MORE CONSTRUCTION. INFORMATION. 18.CONTRACTOR TO COORDINATE SCHEDULING OF ALL TENANT05 PROVIDE AND INSTALL NEW ROUGH IN (BOX, CONDUIT, MUD RING, 3. THE CONTRACTOR SHALL COORDINATE ALL TRADES RELATED TO RELATED WORK OCCURRING IN ADJACENT SUITES WITH OWNER'S ETC.) FOR DATA OUTLETS WHERE INDICATED. WHERE DATA OUTLET 13 EXISTING CARPET TO REMAIN, PROTECT DURING CONSTRUCTION. HIS/HER WORK. REPRESENTATIVE, SECURITY OFFICE, AND ADJACENT TENANTS WELL HEIGHTS ARE NOT SHOWN, RECEPTACLES ARE TO BE INSTALLED AT IN ADVANCE OF ACTUAL WORK. THE SAME HEIGHT AS THE ELECTRICAL OUTLETS.WIRING PULL AND 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE INSTALL TO BE INSTALLED BY OWNER. NOTE NOT SHOWN. 14 PROVIDE, INSTALL AND/OR COORDINATE ALL EQUIPMENT ON THE CODES, REGULATIONS, AND ORDINANCES. 19.CONTRACTOR TO COORDINATE W/TENANT AND/OR VENDOR WHEN OWNER PROVIDED EQUIPMENT LIST AND ACCESSORIES LIST. SEE INSTALLING ITEMS SUPPLIED BY OTHERS THAN CONTRACTOR. 06 MODIFY EXISTING LIGHT SWITCHES AND/OR PROVIDE NEW LIGHT LIST FOR DIVISION OF LABOR AND FOR MORE INFORMATION. PROVIDE Revisions 5. ALL WORK SHALL BE PERFORMED WITH PROCEDURES SET FORTH BY SWITCHES ARE INDICATED ON ELECTRICAL DRAWINGS. SEE BACKING AS REQUIRED. NOTE NOT SHOWN. PRODUCT MANUFACTURER'S STANDARD SPECIFICATIONS OR 20.ALL WORK TO COMPLY WITH LATEST VERSION OF INTERNATIONAL ELECTRICAL DRAWING FOR MORE INFORMATION. NOTE NOT SHOWN. No. Revisions By Date Appr. STANDARD PRACTICE PROCEDURES PUBLISHED BY TRADE BUILDING CODE, THE AMERICANS WITH DISABILITIES ACT AND ANY 15 MODIFY FLOOR FOR NEW FLOOR DRAIN. ASSOCIATIONS. WHEN SEPARATELY BOUND SPECIFICATIONS APPLICABLE STATE, COUNTY OR LOCAL REGULATIONS. O PROVIDE AND INSTALL NEW PLUMBING AS SHOWN. SEE PLUMBING ACCOMPANY THESE DRAWINGS, THEY SHALL BE CONSIDERED PART 07 DRAWINGS FOR MORE INFORMATION. O PROVIDE AND INSTALL WALL PROTECTION AS SHOWN IN INTERIOR OF THESE CONSTRUCTION DOCUMENTS. 21.FIRE SAFE/SEAL ALL FLOORJWALL PENETRATIONS TO MEET 16 ELEVATIONS AND/OR DETAILS. SEE FINISH SPECIFICATION FOR MORE APPLICABLE CODE REQUIREMENTS AS THEY RELATE TO FIRE RATED INFORMATION. NOTE NOT SHOWN. 6. CONTRACTOR SHALL VERIFY DIMENSIONS AND NOTIFY ARCHITECT WALLS. OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 22.CONTRACTOR TO PROVIDE CORNER GUARDS AT ALL EXPOSED 7. ALL FIELD DIMENSIONS TAKE PRECEDENCE OVER DIMENSIONS ON OUTSIDE CORNERS IN HALLWAYS, CORRIDORS, WAITING AREAS,AND DRAWINGS. AS INDICATED ON FLOOR PLAN DRAWING AND INTERIOR FINISH SCHEDULE. NOTIFY ARCHITECT OF ANY DISCREPANCIES. ANDERSON 8. USE DIMENSIONAL INFORMATION GIVEN. DO NOT SCALE DRAWINGS. VIO DIMENSIONS ARE FROM FACE OF GYPSUM BOARD 23.ELECTRICAL CONTRACTOR TO REVIEW INTERIOR ELEVATIONS FOR DABROWSK ELECTRICAL AND DATA OUTLET LOCATIONS. CONTACT ARCHITECT 9. ANY DIMENSION NOT GIVEN ON PLANS SHALL BE AVAILABLE FROM WITH ANY DISCREPANCIES BETWEEN FLOOR PLAN AND ELEVATIONS. ARCHITECTS THE ARCHITECT. 24.GENERAL CONTRACTOR TO NOTIFY ARCHITECT WHEN WALL LAYOUT LLC. 10.LARGE SCALE DETAILS TAKE PRECEDENCE OVER SMALL SCALE HAS BEEN CHALKED OUT FOR REVIEW. ARCHITECT'S REVIEW OF DETAILS. LAYOUT DOES NOT RELIEVE THE CONTRACTOR FROM INCORRECT 1 --------)( 1 Portland Office: LAYOUTS BUT IS SIMPLY A GENERAL OVERALL CURSORY REVIEW. a I 1430 SE 3rd Ave, Ste 200 11.ANY DETAIL THAT APPLIES TO A PARTICULAR SITUATION SHALL / \ o Portland, OR 97214 APPLY TO ALL SIMILAR SITUATIONS UNLESS OTHERWISE NOTED. 25.THE STRUCTURAL SPECIFICATIONS ARE SUPPLEMENTARY TO THE C o , ) T: (503) 239-7377 ARCHITECTURAL DRAWINGS AND IT SHALL BE THE RESPONSIBILITY F: 503 239-7327 12.IF AN ITEM IS INDICATED ON THE DRAWINGS AS (NIC), IT IS "NOT IN OF THE CONTRACTOR TO CHECK THE ARCHITECTURAL DRAWINGS I I www.ADarchitects.com CONTRACT". SUBSEQUENT DRAWINGS AND SPECIFICATIONS WILL BE BEFORE FABRICATION AND/OR INSTALLATION OF THE WORK. o SUBMITTED BY OTHERS FOR SEPARATE APPROVAL AND BUILDING PERMITS. 26.CONTRACTOR TO PROVIDE SHORING, BRACING, SUPPORTS,AND PROTECTION AS REQUIRED TO MAINTAIN THE STRUCTURAL ® ° ° i01) 13.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL INTEGRITY OF THE PROJECT AND PROTECT EXISTING WORK FROM _ ` 144. A REQUIRED BUILDING PERMITS. DAMAGE. �� 3241 9(E)+1► .ION . AND RSON l 41;4 14."TYPICAL", AS USED IN THESE DOCUMENTS, SHALL MEAN THAT THE WTAGN CONDITION IS THE SAME THROUGHOUT, UNLESS OTHERWISE NOTED. • 121 I CAW - l iLl I s`e'i ( � D, R 0 BID ALT #1 vLI !COP E OF WORK 0��' I I I I _ I OF ._(7Lf J _ 10 HALLW uu + ' 134 I _ IN Emomm imilii j w cLis CD O w2 r nT r- EQELC Til cci . r coca INSPR I \ t I 133 0 _+-„.+-, 123A S �/ C- 3 z z EVSRM 0 SGENL _ - - -: - - - - 136 mFiru JP i 124 iA (N) 44® .© _-- XRAY(- Ib to cn 91 A7.1 A (E)+46 (a G c+°to +, , This document is the property of the Owner and is (INKS) I 0- ua w :PERI ® not to be used without his written permission I �( )+1 ULNAD 5) g ® I - 131 1I . GO IL:::m momm4 m4mom + Project Architect Approval: w � IUADD� I I' I r-7 s - - - _.._ . .. .. ..WP OI( 111:(iJ)+13 - - - I BRACKET , �� TLGEN 0 I` � _ "--r--,- " PERI 14 I I 137 f HALL4Y d'co •• E C HALLW c 112 SZ-40�klNADD� ww +25 M co3cc, 1 ... IlkM 135 Architect/Engineer Of Record: STTD STTD STTD (E)+46 0 + +-. STAU STTD)i STTD STTD w ALLW (ly (E)+46 w w t r J'I STAU3 1 )FD■ m{ .x5 132 111♦ L (E)+18 111 111 Ill +27.5 I`r' �� `• � LF--- I r XRAY( • dill♦ ziT X11 L ,. .. _ r1 Ill I �� +. ♦ ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE ana \:% Iia i ti ��� SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI `- - -"-"-' ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS, �� r� �� � ' XRAY WP REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN _ I WAGEN +35.25 iii I �®� TLGEN PERMISSION OF ANDERSON DABROWSK!ARCHITECTS,LLC,IS PROHIBITED BY LAW. C E +'6 127 (E)+46 ` 1�1! ` i 138 I ; CI m i + IPERI ` i Facility ``)+1g '� I 129 I CI"Qr TIGARD DENTAL OFFICE I ' :� soREDEx I ` `ate! wP T7105 SW HAMPTON r - - `- - II TIGARD, OREGON 97223 i )+�6 Cr ,AM �h KBS -- -- -- - Ifl- ° I + 128 Project I LBDPR ( ' 0CI TIGARD DENTAL OFFICE PIT (E)+46E(E)+ 4 46 STERILIZATION HALLW �, 12s - -_Q REMODEL (E)+64CO ® C y -I - - WPI Laiiilmo.,t, 1(E Sheet TitleNEW �: w w- (E)POWERSTRIP TKBD (E)+46 If un - FLOOR PLAN i. . i STAU3 STTD)COF W RK aI Fac No: OR038-1 Bldg No: 1 Floor Lev: 1 Section: 1 WTAGN Scale AS NOTED DCA No. z 107 Permit No. oi Drwn By MJW Sheet v v- �' 1 . NEW FLOOR PLAN Chckd By JMAiii A3. 1 40 issue Date 12/30/19 z SCALE: 1/4" = 1'-0" as Ir. . 0 5' 50' 0 5' 25' 0 1' 12' 0 1' 6' 0 4' 0 1' 3' 0 2' 0 1' 111111 1 I I I I I I I I 11111 1 I I I I 11111 1 1 1 1 1 1 1 1 1 1 1 limilimillIIIIIIIII Ii,,,,I,,,til I I I I I I I , i < , . h , , , , i I I I I 1111111111111 I I I , i , , , IIii , , I GRAPHIC SCALES 1/16' = 1' -0' 1/8' = 1' -0' 1/4' = 1' -0' 1/2' = 1' -0' 3/4' = 1' -0' 1' = 1' -0' 1-1/2' = 1' -0' 3' = 1' -0' If this sheet is not 24' x 36' it is a reduced print FINISH SCHEDULE DOOR SCHEDULE 011/0 WALL DOORS FRAMES r� FLOOR BASE NORTH EAST SOUTH WEST CEILING CASEWORK SIZE DESCRIPTION DESCRIP DETAILS RM. NO. ROOM NAME MAT MAT MAT FIN MAT FIN MAT FIN MAT FIN MAT FIN BASE CNTR UPPR COMMENTS a 0.. z KAISER PERMANENTS 0 121 WTAGN MATCH MATCH (E) (E) (E) (E) (E) (E) (E) P64 (E) P100 MATCH -.i w W I- w 123A INSPR AFI MATCH (E) P100 (E) P100 GYP P100 (E) P64 GYP P100 MATCH sSF51 MATCH w t9 p co w co w Kaiser Permanente 127 WAGEN (E) (E) (E) (E) (E) P100 (E) (E) (E) P100 GYP P100 cV) CG 2 W z W coWDING Q 0 Orn Q CO p 128 HALLW (E) MATCH (E) P65 GYP P100 (E) (E) (E) (E) (E) P100 = E- z W 0 0 z U 0 aLii o 134 HALLW (E) MATCH (E) (E) (E) (E) GYP *P65 (E) (E) (E) P100 *PAINT FROM CORRD 132 TO CORRD 153 0 w = z ¢ 0 I- z:74 w D W O W <[ w Z CW9 Q O Q < P 135 HALLW (E) MATCH GYP P65 (E) P100 .r,,./� ,, — GYP P65* (E) P100 *PAINT DOOR ALCOVE ONLY P64 Z I-- Cl) a co I cn d in IA W z C it u�.. _ 2 LT W cc o 0 c) < < DR. NO. W H T S P MAT FIN TYPE L E N R FR HW MAT FIN EG DP COMMENTS 128 3'-6" 7'-0" 1-3/4" • • • A • -- HW-1 HM PAINT 0 NEW DOOR W/ADA COMPLIANT HARDWARE. MATCH BUILDING STANDARD. FINISHES NOTE: 135 3'-O" 7'-0" 1-3/4" • • 0 A • -- HW-2 HM PAINT 0 NEW DOOR W/ADA COMPLIANT HARDWARE. MATCH BUILDING STANDARD. 1. WALL AND CEILING FINISHES TO MEET CLASS C REQUIREMENTS PER 2014 OSSC TABLE 803.9 AND FLAME SPREAD AND SMOKE-DEVELOPED INDEX (FLAME SPREAD 76-200; SMOKE-DEVELOPED 0-450) PER 2014 OSSC SECTION 803.1.1. 2. FLOOR FINISHES TO MEET 3. FLOOR FINISHES TO MEET D CSS FF�1 "PILL TESRITICALTAS STATEDDIANT ,IRATING010 OSSC SECTION 804.4.1. HARDWARE SCHEDULE HW-1 Revisions 128 1. ALL DOORS TO BE SOLID GRADE CORE DOORS WITH STAIN FINISH TO MATCH EXISTING. No. Revisions By Date Appr. FINISHESQTY ITEM DESCRIPTION FIELD VERIFY ADJACENT DOOR SPECIES AND STAIN COLOR. 3 HINGES 2. ALL HOLLOW METAL FRAMES TO BE PAINTED PER KAISER PERMANENTE PAINT WALL FINISHES FLOOR FINISHES CASEWORK FINISHES WALL PROTECTION 1 STOREROOM LOCKSET STANDARD.SEE FINISH SCHEDULE FOR MORE INFORMATION. I 1 ELECTRIC STRIKE P54(DOOR/RELITE FRAMES) AF1 CE(CABINET EDGING) WP50(GENERAL) I 1 DOOR CLOSER 3. ALL WOOD DOORS SHALL BE AWI QUALITY,PREMIUM GRADE, FLUSH FACE,5 PLY SOLID APLATE CORE CONSTRUCTION. MANUF:MILLER PAINT MANUF:ENCORE COMMERCIAL MANUF: ABS MANUF: ACROVYN 1 WALL BUMPER COLOR: CUSTOM MIX 08M2553; BM 1487 PRODUCT:GALAXY RX COLOR: PER PROJECT-MATCH COLLECTION:ACROVYN 4000 1 D 1 GARPD READER 4. PROVIDE HINGES,GASKETING,SILENCERS,DOOR STOPS,ETC.AS REQUIRED AT ALL HERBAL ESCAPE COLOR:GRAY PLASTIC LAMINATE COLOR: 933 MISSION WHITE 1 SMOKE SEAL DOOR LOCATIONS.REFER TO DOOR SCHEDULE FOR FIRE RATING AND ASSEMBLY PRODUCT/FINISH:PER KP PAINT THICKNESS:7MM THICKNESS:0.018" THICKNESS:0.060"(1.52MM) REQUIRED. STANDARD FINISH:STANDARD HW-2 - = ANDERSON SSF51 HEIGHT:SEE INTERIOR ELEVATIONS, 5. PROVIDE WALL STOPS AT ALL DOORS WITHIN SCOPE OF WORK. -- -= p P64(ACCENT) MANUF:DUPONT MOUNTED ABOVE WALL BASE 135 -1-1 DA © ROWS K MANUF:MILLER PAINT PRODUCT:CORIAN SOLID SURFACE 6. CONTRACTOR TO PROVIDE CUT SHEETS TO ARCHITECT AND KAISER PERMANENTS KEY /'� COLOR: CUSTOM MIX 08M1044;BM COLOR:GLACIER WHITE QTY ITEM DESCRIPTION CONTROL FOR REVIEW AND APPROVAL ON ALL SPECIFIED HARDWARE INCLUDED IN - - ARCH I T E C T S 2051-60 BIRD'S EGG THICKNESS:STANDARD 3 HINGES PROJECT. -__= PRODUCT/FINISH:PER KP PAINT NOTE:PROVIDE INTEGRAL 1 STOREROOM LOCKSET STANDARD BACKSPLASH AT SSF COUNTERS 1 ELECTRIC STRIKE 7. ALL DOORS W/LOCKS WITHIN SCOPE TO BE ORDERED WITH PERMANENT KEYING.ALL = L L C I 1 DOOR CLOSER FINAL KEYING,END-USER KEY MEETINGS AND INSTALLATION OF CORES SHALL BE Portland Office: P65(ACCENT) 11 KICK PLATE PREFORMED BY STANLEY BEST REPRESENTATIVE. FOR FINAL KEYING ALLOW 8 WEEKS 1430 SE 3rd Ave, Ste 200 MANUF:MILLER PAINT 11 WALL BUMPER FOR DELIVERY AFTER FINAL KEYING MEETING. Portland, OR 97214 COLOR: CUSTOM MIX 00M0905; BM 298 11 CARD READER T: (503) 239-7377 BROADWAY LIGHTS 1 SMOKE SEAL 8. CONTRACTOR TO COORDINATE ALL HARDWARE DELIVERY SCHEDULE,END USER KEY PRODUCT/FINISH:PER KP PAINT I 1 LOCK GUARD MEETINGS AND INSTALLATION OF CORES WITH A STANLEY BEST PROJECT F: 503) 239-7327 STANDARD REPRESENTATIVE.STANLEY BEST WILL PROVIDE INSTALLATION OF CORES. www.ADarchitects.com P100(GENERAL WALL AND CEILING) N 0 T E 9. CONTRACTOR TO INFORM KAISER KEY CONTROL AND KAISER IT OF ALL DATES REGARDING HARDWARE; INCLUDING BUT NOT LIMITED TO ORDERING,INSTALLATION OF MANUF:MILLER PAINT COLOR: 0017 LUNA MOON CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES HARDWARE,INTERIM CORE INSTALLATION,CARD READER INSTALLATION AND FINAL PRODUCT/FIN/SH:PER KP PAINT BETWEEN THE DOOR SCHEDULE AND DOOR HARDWARE SCHEDULE CORE RE INSTALLATION. d. STANDARD DURING PRICING AND PRIOR TO START OF CONSTRUCTION. 341 10. THE LOCK CYLINDER/CORE SHALL BE LISTED AS A SEPARATE LINE ITEM IN THE JON . AND RSON' ' HARDWARE SCHEDULE. ;.4 • 11. ALL NEW LOCK ORDERS SHALL BE ORDERED WITH 5 KEYS PER LOCK. • i1 `i1 itit 12. VENDOR SHALL SUPPLY FACTORY ORDER CONFIRMATION NUMBER TO KAISER PERMANENTE KEY CONTROL. 1L f 3� � � D�� � 3�� ACCESSORY SCHEDULE ✓i e. .Ci c p DOOR TY P E S 13. A COPY OF THE HARDWARE SCHEDULE ALONG WITH FINAL CONSTRUCTION PLAN ''��//�l� i c•Y LV DRAWINGS AFTER APPROVAL SHALL BE SUBMITTED TO KP KEY CONTROL. v OF 0 = OWNER (TENANT) co Lli ,r,,,6-1,C = GENERAL CONTRACTOR Z Q 14. CONTRACTOR TO VERIFY THAT THE CONTRACT CONSTRUCTION ORDER FULFILLMENT H I I COVER LETTER IS SENT FROM THE HARDWARE MANUFACTURER TO KAISER 4\ PERMANENTE KEY CONTROL.ON THE FULFILLMENT COVER LETTER SENT WITH ORDER ITEM # DESCRIPTION Li- Z MANUF/ MODEL NUMBER COMMENTS \ FOR LOCKS,THE END USER INFORMATION SHALL BE FILLED OUT AS FOLLOWS: § A-PT PAPER TOWEL DISPENSER 0 C TBD �, \ END USER: KAISER PERMANENTE CONTACT PERSON: KAISER PERMANENTE KEY CONTROL <A-SP SOAP DISPENSER 0 C TBD # \ REGIONAL KEY CONTROL OFFICER �= ENGINEERING DESIGN-SECURITY SERVICES STREET ADDRESS: 500 NE MULTNOMAH STREET,SUITE 100 N ` PORTLAND,OREGON 97232-2099 PHONE: 503-813-3251 FAX: 503-813-2732 / 15. ALL DOORS TO RECEIVE KP STANDARD NUMBER SIGNAGE.CONTRACTOR TO WRITE O DOOR NUMBER IN BLACK FELT PEN ON FRAME FOR THE INTERIM TIME BETWEEN DOOR INSTALLATION AND NUMBER SIGNAGE INSTALLATION. This document is the property of the Owner and is STANDARD DOOR not to be used without his written permission WITH RELITE CONTACT INFORMATION: Project Architect Approval: KAISER PERMANENTE STANLEY SECURITY SOLUTIONS,INC. 500 NE MULTNOMAH STREET,SUITE 100 MECHANICAL SOLUTIONS DIVISION PORTLAND,OREGON 97232-2099 18401 EAST VALLEY HIGHWAY REGIONAL KEY CONTROL OFFICER KENT,WA 98032 ENGINEERING DESIGN-SECURITY SERVICES OFFICE:877-433-4370 OFFICE FAX:877-714-7363 Architect/Engineer Of Record: STANLEY BEST BILL MACDONALD OFFICE/CELL:360-798-7954 DIRECT FAX:888-201-1645 ,,.+r''""� 5/8"GYP. BD. OPT 1 FOR ORDER STATUS:877-433-4370 ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE (TYPE"X"AT STANLEY TECH SUPPORT:800-392-5209 SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI RATED WALLS) WMACDONALD@STANLEYWORKS.COM ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS, REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BY LAW. Facility 18 GA METAL STUDS TIGARD DENTAL OFFICE " 7105 SW HAMPTON Elialitilarri HOLLOW METAL FRAME TIGARD, OREGON 97223 Project TIGARD DENTAL OFFICE DOOR STERILIZATION "-4- -- 1 . REMODEL 1 . FRAME DETAIL Sheet Title SCHEDULES SCALE: 3"= 1'-0" rn 3 TI vi w '5* Fac No: OR038-1 Bldg No: 1 Floor Lev: 1 Section: 1 Cl)2) Scale AS NOTED DCA No. o Permit No. Drwn By MJW Sheet v v ob Chckd By JMA o PP Issue Date 12/30/19 A7. s z a) i. _ 0 5' 50' 0 5' 25' 0 1' 12' 0 1' 6' 0 4' 0 1' 3' 0 2' 0 1' IIIIIIIIIIIIIII 111111 I I I I 111 I I I I I I I I I Iiiil 1 I I I 1 1 I I I 1 I 1 I 1 I [i i i i i l i i ,i i l 1 I 1 I 1 I 1111111111111 1 I 1 I Iutu , uuuuuuI 1 I IIIIIIIIIIIII GRAPHIC SCALE& 1/16' = 1' -0' 1/8' = 1' -0' 1/4' = 1' -0" 1/2' = 1' -0' 3/4' = 1' -0' 1' = 1' -0' 1-1/2' = 1' -0' 3' = 1' -0' If this sheet Is not 24' x 36' It Is a reduced print Mk ACI\ Ali �� 5'-0" 4'-11" ii# 2'-7 3/4" 1'-4"/ �� 1'-4" 8'-5 1/2" 5'-5 1/4" 11/ Tfr4 PLASTIC LAMINATE —PLASTIC LAMINATE ,frI PLASTIC LAMINATE —, — SOFFIT SCRIBE - SOFFIT PLASTIC LAMINATE - ci ii _______ • • • e • PLASTIC LAMINATE 'LASTIC LAMINATE UPPER CASEWORK \ _,,•_ PLASTIC LAMINATE '�/� UPPER CASEWORK �-- UPPER CASEWORK/7 / \ \ / /\ \ �, /-� / �/ //\ /\ -, —r --,.. -- UPPER CASEWORK _� - ter-- ''O / \\— -�/ -�. - _• _ _, \ _ = KAI ERPERMANENTE. Cl) __ _ / — —\\ _ / �-' \\ \ �\ ; N 1.- • • • • • • / - - _z ZN:T kr / _ ,� ,_ _ _ j Kaiser Permanente N. z N\ z \-- . _ _ \ / PLASTIC LAMINATE — t f ZO, '�` PLASTIC LAMINATE S-TD RSTTD� {STTD) 1— --"-->rl �---- 1----- <A-SP> _ -1 \ / FULL-HEIGHT o \- /_., A-SP A-P l = FULL-HEIGHT I @ r- I I _ I I _ ®I �© STA = m (CLUE) = M �AW� CASEWORK co �,� '§' CASEWORK I ©a STA ry (INKS) rrr©���� B _1 lu y F. t" I I 1 '\--,, ,r' - SOLID SURFARCE /—\ '/—� — �/ /— l 7 = COUNTERTOP AND :� I I i� z SOLID SURFACE _ _ ��` - COUNTERTOP AND °0 rS—TD)1 1{STTD 1 I (STTD� *� COUNTERTOP AND \ T — \ BACKSPLASH "' (® _ ! 1 — ®I I — m I BACKSPLASH /ADA I 1 r�IVADL� I (A/ADI) - �I- — BACKSPLASH '� N \ tO / — / _— — __ n / 11 ^LASTIC LAMINATE 1 !• I I I I \ PLASTIC LAMINATE = T i I 1 f PLASTIC LAMINATE iso / "' OPEN TOE KICK \ i /___ / \ \ ._ = BASE CASEWORK / 1 \ 4 �/ \` -'� M BASE CASEWORK M / / m , / , / \ BASE CASEWORK N N / \ / \ \— /.r..._ \ / \ /' cry N 7-N �\ l / \ \ \ \ / S� (1P t1t I �/ A. i6, 1 I �'C— I .� J I i i I 34 A. V_._ 3'-2 3/4" 3'-2 3/4" 5'-O" I 4'-10" 6'-2 3/4" 1'-211/4" 2'-1 1/2" 2'-1 1/2" ``"-• 1/2" 2'-1 1/2" } 2'-1 1/2" 2'-1 1/2" 1'-5 1/4" 2'-6" #V-51/4" 8 6'-51/2" g 11 9'-11" 5 6 1" 10 /2" 2" /rift3/4"\ 3/4" 7#7 6 7 ' 7.1 7.1 1, '� 7.1 7.1 7.1 / A WY WP B VAI( WiY Viir VP C Revisions No. Revisions By Date Appr. 1 . WTAGN - 121 2. INSPR - 123A SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0" 14" 14" ir , cc Q' 251/2" PLASTIC LAMINATE w PLASTIC LAMINATE w . - 1, 0 0 SOLID SURFACE SOLID SURFACE SOLID SURFACE ENCLOSURE PANEL.SCRIBE z_ ENCLOSURE PANEL.SCRIBE z COUNTERTOP AND INTEGRAL 25112" COUNTERTOP AND INTEGRAL COUNTERTOP AND INTEGRAL 251/2" TO CEILING. Q TO CEILING. • w BACKSPASH.EASE ALL BACKSPASH. EASE ALL BACKSPASH.EASE ALL J ,' ANDERSON ct ce OUTSIDE CORNERS WITH 1/8" OUTSIDE CORNERS WITH 1/8" - OUTSIDE CORNERS WITH 1/8" - MIN RADIUS. � •' _MIN RADIUS. CONTINUOUS HANGING ; CONTINUOUS HANGING�; � LII • MIN =- DABROWSKI ' ARCHITECTS CLEAT. 12" CLEAT. 12" • r Ii ` J 1 ` = c. �c = _ .1�c N = CLEAR z •• CLEAR . z r . • O MELAMINE ADJUSTABLE O DRAWER WITH FULL EXTENSION t co uo w- L L C MELAMINE ADJUSTABLE > ; ~ c c WALL MOUNTED 15X21 A&M + Q SHELF. REFER TO INTERIOR eC GLIDES. REFER TO INTERIOR ` BRACKET. Portland Office: • ELEVATIONS FOR NUMBER (u ELEVATION IF DRAWER TO BE z z z Ste 200 SHELF.REFER TO INTERIOR . � OF SHELVES. •: : -' LOCKING. ° 0 0 0 1430 SE 3rd Ave, ELEVATIONS FOR NUMBER • ( • 0 , ° ° Q ¢ a Portland, OR 97214 OF SHELVES. + . f- i- MELAMINE ADJUSTABLE SHELF. J > \--_,-1 -,,,,/ > > T: 503 239-7377 + x cc REFER TO INTERIOR ELEVATIONS • W L FOR NUMBER OF SHELVES. . 1 . 0 w 0 w w F: 503 239-7327 PLASTIC LAMINATE DOOR, w PLASTIC LAMINATE DOOR. w z o z o O www.ADarchitects.com • Et REFER TO INTERIOR —_; IY " ¢ I._ <z I- FINISHED END PANEL(WHERE I- REFER TO INTERIOR - ELEVATIONS IF DOOR IS TO • ' • ELEVATIONS IF DOOR IS TO : •: w LU LU W NECESSARY). LU BE LOCKABLE. I BE LOCKABLE. 'a: • ° L M PLASTIC LAMINATE DOOR. REFER - cc PLASTIC LAMINATE DOOR. REFER . - W cc `c \ TO ELEVATIONS FOR WHETHER TO ELEVATIONS FOR WHETHER � `" UNDER COUNTER LIGHT. DOOR IS TO BE LOCKING. DOOR IS TO BE LOCKING. �24t \ FIRE-TREATED TOE KICK. )Q11 kr FIRE-TREATED TOE KICK. )Q Cl :+r BASE,AS SCHEDULED. REFER TOF JON M. AND RSON' FINISH SCHEDULE. 3" J,3", • L 1 J1 y D�$ • 3rw 3. TYPICAL UPPER 4. UPPER W/ LIGHT 5. TYPICAL BASE 6. SINK BASE 7. COUNTER SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" ell>4j V OF 2'-31/2" 2'-3 1/2" - ir. }' 2'-0 1/2" / _ PLASTIC LAMINATE ' / 14 ENCLOSURE PANEL.SCRIBE TO CEILING. IF OVER 18"TO CEILING ANGLE ENCLOSURE AT 450. w 0 z 2 w it PLASTIC LAMINATE REMOVABLE PANEL. This beu eis the property of the Owner and is •• `.`. ., •c not to be used without his written permission CONTINUOUS BLOCKING. -- FINISHED END PANEL • CONTINUOUS BLOCKING. -- 1'-1U b/8" CONTINUOUS BLOCKING. 2'-1 3/4" CLEAR Project Architect Approval: 2'-2" CLEAR PLASTIC LAMINATE DOOR WITH - + CLEAR • • NEW EXHAUST DUCT -- // RELITE.REFER TO INTERIOR ; • - • ELEVATIONS IF DOOR IS • - O ; ; 4"X 20" VENTILATION TO BE LOCKABLE. ; • i= + HOLE IELAMINE ADJUSTABLE SHELF. Q k�C/ • > �- `ti MELAMINE ADJUSTABLE SHELF. Architect/Engineer Of Record: REFER TO INTERIOR • : w • • _ , ELEVATIONS FOR NUMBER OF w . • _ 5 3J4" " 5" `''\ REFER TO INTERIOR • _ o ELEVATIONS FOR NUMBER OF 1 : q• • • • ~ `) WIRE GROMMET —, SHELVES. cn SHELVES. ✓ ,(' )' �n , • . . '� y : + t ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE re • STAINLESS INSERT,TYP - SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI +n • ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS, PLASTIC LAMINATE DOOR. : 2-1/4"THICK PULLOUT = 9 { REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN REFER TO INTERIOR • - PLASTIC LAMINATE DOOR. SHELF W/CONCEALED \ iv PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BY LAW. • ELEVATIONS IF DOOR IS • • REFER TO INTERIOR _ 350L8 RATED STAINLESS 2'-10" /_ ' TO BE LOCKABLE. ▪ • •, ELEVATIONS IF DOOR IS • STEEL FULL EXTENSION \, • • • Facility z TO BE LOCKABLE. GLIDES _ \ N, TIGARD DENTAL OFFICE • _ o ACROVYN WALL PANEL. 1 —LA. ` = 1. . _ 7105 SW HAMPTON PLASTIC LAMINATE FIXED > o ° \ o WIRE GROMMET _ ,' �? SHELF. w PLASTIC LAMINATE FIXED _ 5" -'c PLASTIC LAMINATE FIXED �. TIGARD, OREGON 97223 SHELF. o SHELF. 12"x6"VENTILATION HOLE — ,`-I • I° 12"x6" Project EQUIPMENT — 1- WIRE PULLS,TYP �`` `� _ (VERIFY DIMS PER w . ; _ + TIGARD DENTAL OFFICE STERILIZATION u- STAINLESS INSERT,TYP — 2'-3 1/2 a PLASTIC LAMINATE DOOR WITH + EQUIPMENT LIST) cc 2-1/4"THICK PULLOUT SHELF " r' RELlTE. REFER TO INTERIOR REMODEL , • W/CONCEALED 350L8 RATED ^1 - STAINLESS STEEL FULL ~� = ELEVATIONS IF DOOR IS• • • _ EXTENSION GLIDES TO BE LOCKABLE. •• Z • C') 1 \.. N` M • 2"STEEL ANGLE BRACKET. --1- ` - ; • Sheet Title INTERIOR ELEVATIONS IE#AM{NE ADJUSTABLE SHELF. • • ¢ • PROVIDE (6)3/4"0 - - = AND CASEWORK REFER TO INTERIOR w • I ch • VENTILATION HOLES TO �c ELEVATIONS FOR NUMBER OF I . w PREVENT MOISTURE SHELVES. 0 ^```�- ' SECTIONS cc - • BUILD-UP. _ cc • = v • M LU BLOCKING. -� M • <L+ w -' • , Fac No: OR038-1 Bldg No: 1 Floor Lev: I Section: 1 W OPEN TOE KICK. CAULK SEAM. N \ Scale AS NOTED DCA No. 6 : N- kr PLASTIC LAMINATE DOOR. C , FIRE TREATED TOEKICK. Permit No. FIRE TREATED TOEKICK. il d • WALL BASE,AS SCHEDULED.--'s` 3" ELEVATIONS FOR IF DOREFER TO IOROR �* 3" Drwn By MJW Sheet WALL BASE,AS SCHEDULED.- �3" �' IS TO BE LOCKING. �, �- '� WALL BASE,AS SCHEDULED.- 2,�1/ " Chckd By JMA A7. 1 Z 3. FULL-HEIGHTW/ CUBBIE 9. FULL-HEIGHT2-DOOR 10" STERILIZER BASE 11 • FULL-HEIGHT 2-DOOR RELITE Issue Date 12/30/19 W SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" 0 5' 50' 0 5` 25' 0 1' 12' 0 1' 6' 0 4' 0 1' 3' 0 2' 0 1' 111111 1 I I 111 111I1 1 1 I I 1 , 1 , 1 1 I I 1 I 1 1 1 1 1„„,h,..1 II 1 1 i 1 i 1 i 1 1I , IIi1111111 I I I 1 I I IIIIIIIIIILII1E I I I I 1 1 1 1 1 1 1 1 1 I I � I I I I E , 1 i I I I GRAPHIC SCALES: 1/16' = 1' —0" 1/8' = 1' —0' 1/4' = 1' —0' 1/2' = 1' —0' 3/4' = 1' —0' 1' = 1' —0' 1-1/2" = 1' —0" 3' = 1' -0' If this sheet is not 24' x 36' it is a reduced print • • 0 GENERAL DEMOLITION REFLECTED DEMOLITION REFLECTED CEILING PLAN NOTESttj� CEILING PLAN NOTES 01 REMOVE EXISTING SOFFIT AS REQUIRED. PATCH AND REPAIR CEILING TO MATCH SURROUNDING CONDITIONS. 1. GENERAL KAISER PERMANENTEo REMOVE EXISTING HOOD AND ASSOCIATED VENT PIPES. PATCH WORK REQUIRED PRIOR TO DEMOLITION: 02 AND REPAIR CEILING TO MATCH SURROUNDING CONDITIONS. Kaiser Permanente CONTRACTOR TO PROVIDE SUFFICIENT NOTIFICATION OF THE WORK SCHEDULE TO THE 03 REMOVE EXISTING SWITCHING AS REQUIRED. PATCH AND BUILDING OWNER AND ADJACENT DEPARTMENTS PRIOR TO COMMENCEMENT OF ANY REPAIR WALL TO MATCH ADJACENT WALLS. SEE ELECTRICAL WORK, DRAWINGS FOR MORE INFORMATION. NOTE NOT SHOWN. ALL TEMPORARY FANS, BYPASS DUCTS, AND OTHER MECHANICAL AND ELECTRICAL D4 REMOVE EXISTING WALL SCONCE. PATCH AND REPAIR WALL TO MODIFICATIONS NEEDED TO MAINTAIN EXISTING CLEAN AIR SUPPLY CONDITIONS FOR MATCH ADJACENT CONDITIONS. THE FACILITY SHALL BE IN PLACE. CONTRACTOR TO FOLLOW ILSM& INFECTION CONTROL STANDARDS. WORK INCLUDED: DO ALL DEMOLITION REQUIRED FOR COMPLETION OF WORK SHOWN ON DRAWINGS. REMOVE DEBRIS FROM SITE DAILY. DO NOT STOCK PILE MATERIAL ON SITE FOR LATER REMOVAL. LEAVE SITE BROOM CLEANED AT END OF THE DAY. CONTRACTOR TO REMOVE ALL SCREWS, HOOKS, NAILS, ETC. FROM CEILING,AND SOFFIT Revisions AREAS. PATCH & REPAIR THESE LOCATIONS AS REQUIRED THROUGHOUT AREA OF No. Revisions By Date Appr. WORK. 2. SALVAGE THE FOLLOWING MATERIALS REMAIN PROPERTY OF THE BUILDING OWNER: MATERIAL AND EQUIPMENT SHOWN ON DEMOLITION PLAN WHICH INCLUDES, BUT IS NOT LIMITED TO: LIGHTING FIXTURES, HVAC GRILLES, AUDIO SPEAKERS, MIXING BOXES, DAMPERS, ELECTRICAL COVER PLATES, SWITCH PLATES, CEILING TILES,ALARM AND SMOKE DETECTION DEVICES. REMOVE AND STORE ON SITE WHERE DIRECTED BY BUILDING OWNER. ANDERSON 3. REGULATORY AGENCY REQUIREMENTS DABROWSKI i ¢ y ARCH ITECTS SAFETY REQUIREMENTS: a IF MORE RESTRICTIVE THAN THOSE SPECIFIED HEREIN, CONFORM TO BUILDING CODE L L C REQUIREMENTS AND TO ANSI A10.6 "SAFETY REQUIREMENTS FOR DEMOLITION". I I Portland Office: GOVERNING REGULATIONS OF DEPARTMENT OF ENVIRONMENTAL QUALITY. 1430 SE 3rd Ave, Ste 200 m • Portland, OR 97214 EXISTING ASBESTOS: 1 I I - .- - I - - I — - - F: (503) 239-7327 I SHOULD EXISTING ASBESTOS MATERIAL BE ENCOUNTERED, CONTACT WWW.ADarchltects.com OWNER/ARCHITECT IMMEDIATELY PRIOR TO PERFORMING ANY REMOVAL. CONTAINMENT OR ENCAPSULATION TO BE IN ACCORDANCE WITH GOVERNING REGULATIONS OF • DEPARTMENT OF ENVIRONMENTAL QUALITY. I 4. EXISTING MECHANICAL, PLUMBING, ELECTRICAL AND LOW-VOLTAGE - - jr/ 04 11R% �5 3241 ALL PRECAUTIONS AND REQUIREMENTS LISTED ARE THE RESPONSIBILITY OF THE • AND RSON CONTRACTOR AND MUST BE TAKEN TO INSURE PROTECTION OF ALL ADJACENT DEPARTMENTS. - ii' I lCOORDINATE ALL SYSTEM SHUT DOWNS APPLICABLE TO DEMO WORK WITH BUILDING til /� ]aNDS i OWNER AND ADJACENT DEPARTMENTS. I D ALT #1 PATCH ALL OPENINGS IN REMAINING CEILINGS AND SOFFIT AREAS WHERE ELECTRICAL, COPE OF WORK 6cv MECHANICAL, AND PLUMBING SYSTEMS HAVE BEEN VACATED TO MEET CODE AS I I _ I f- - I I I OF REQUIRED TO FINISH OUT SPACE. TERMINATE ALL EXISTING ELECTRICAL IN SOFFITS AND CEILINGS AS REQUIRED TO • ACCOMMODATE NEW FLOOR PLAN, UNLESS OTHERWISE NOTED. 0 I I gP I I I REMOVE ALL ABANDONED LOW-VOLTAGE WIRING FROM SCOPE OF WORK INCLUDING BUT T"' 1 01 N NOT LIMITED TO WALL CAVITIES, PLENUMS, CHASES, ETC. I II I I i 5. VERIFY EXISTING CONDITIONS/PROTECT FROM DAMAGE ,i,a 8-10 112I________ ' ID ' i - v- + 1— CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS WHICH EFFECT THEIR WORK AS DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS PRIOR TO I THEI\ START OF CONSTRUCTION, I I I' r ALL EXISTING WORK SHALL BE PROTECTED FROM DAMAGE AND RESTORED TO"AS NEW" °� CONDITION IF DAMAGED, AT NO ADDITIONAL COST TO OWNERIDEPARTMENT. THIS Lou-)"" (E)+46r ' I1 x This document is the property of the Owner and is APPLIES TO ALL SUBCONTRACTORS. i_ _ . I — not to be used without his written permission ii vEmiLmme I I - w Project Architect Approval: 5P 8'-11 314" I I 1 1—�� - X1+466 1} _ , 1 > {J}(E� - 11 - Architect/Engineer Of Record: I 1 _ I02 4/1" 01 I_ - /1 - r i1 I •:7.7.71: 7 T ` • 8'-10 314" 02 ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE II S'-11 314" SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI • ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS, r — REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN ■ PERMISSION OF ANDERSON DABROWSKI ARCH#TECTS,LLC,IS PROHIBITED BY LAW. AINIMIM .---II -- —IIIIIIIIIIIIMIL w 1_,___________0 ):( v5P Facility TIGARD DENTAL OFFICE rii_Hai:),__I —� 7105 SW HAMPTON : __ 1SIGN - 0 TIGARD, OREGON 97223 01 I �•�) Project +4s ' ® E I TIGARD DENTAL OFFICE +46 �} ( AN{(� t l . —J I 10'-11 112 STERILIZATION _ J REMODEL _ Sheet Title — DEMOLITION I BID ALT #1REFLECTED CEILING ., '3-g LI. . . : SCOPE OF WORK PLAN o X Fac No: OR038-1 Bldg No: 1 Floor Lev: 1 Section: 1 O oScale AS NOTED DCA No, Permit No, cri Q Drwn By MJW Sheet Tr 06 1 . DEMOLITION REFLECTED CEILING PLAN ChckdBy JMA 6 A9.0 E Issue Date 12/30/19 2 SCALE: 1/4"= 1-0" as 0 5' 50' 0 5' 25' 0 1' 12' 0 1' 6' 0 4` 0 1' 3' 0 2' 0 1' I I 1 1 1 1 1 1 I 1 1 111Ill i 1 1 I I Illlllllllll I 1 I I I 1 I I 1 II I I I I I I I I l I I I I I 1 1 1 1 1 111 111 111 I I i I 1111111111111 I 1 I 1 1 1 I I I 1 I I 1 I GRAPHIC SCALES: 1/16' = 1' -0' 1/8" = 1' -0' 1/4' = 1' -0' 1/2' = 1' -0' 3/4' = 1' -0' 1' = 1' -0" 1-1/2' = 1' -0' 3' = 1' -0" If this sheet is not 24' x 36' it Is a reduced print GENERAL NEW REFLECTED SPECIFIC NEW REFLECTED CEILING PLAN NOTES • • • CEILING P LAN NOTESALESRTt/' 01 COMPLETEPROVIDEAND MECHANICALINSTL DESIGN.NEWHVAC SEE MECHANICALSYSTEMASNCE DRAWINGS SAYO _` ils � .00 1. THE REFLECTED CEILING PLAN IS FOR GRID AND LIGHT FIXTURE FOR MORE INFORMATION. NOTE NOT SHOWN. PLACEMENT!ORIENTATION PURPOSES ONLY. TAIR S EMATCH I(PJSER PERIVIAN ENTER 02 SURROUNDING PACH AND REPFINISHESCEILING ANDAPAINT.RQUIRED.SEE FINISH SCHEDULE FOR 2. EXISTING SUSPENDED CEILING TO REMAIN EXCEPT IN LOCATIONS MORE INFORMATION. NOTED. EXISTING CEILING TO BE EXTENDED AS REQUIRED AT NOTED Kaiser Permanente LOCATIONS. REPLACE ALL DAMAGED TILES AS REQUIRED FOR PROVIDE AND INSTALL NEW EXIT LIGHT AS NECESSARY TO LIKE NEW CONDITION, 03 COMPLETE ELECTRICAL DESIGN. SEE ELECTRICAL DRAWINGS 3. LIGHT FIXTURE LENSES TO MATCH THROUGHOUT SCOPE OF WORK, FOR MORE INFORMATION. UNLESS NOTED OTHERWISE. ANY DAMAGED LENSES TO BE REPLACED. 4. ALL LIGHT FIXTURES TO BE RE-LAMPED THROUGHOUT SCOPE OF WORK. 5. ALL HVAC GRILLES TO BE CLEANED OR, IF DAMAGED, REPLACED THROUGHOUT SCOPE OF WORK. 6. DESIGN BUILD ALARM: FIRE ALARM SYSTEM TO BE CONNECTED TO THE BUILDING SYSTEM. CONTRACTOR TO COORDINATE INTERFACE OF DEVICES WITH THE EXISTING SYSTEM WITH OWNER'S FACILITIES PERSONNEL. UPGRADE ALARMS AND STROBES AS REQUIRED. REFER TO FIRE AND LIFE Revisions SAFETY DRAWINGS FOR ADDITIONAL INFORMATION. PROVIDE 100% No. Revisions By Date Appr. SMOKE DETECTION COVERAGE PER BUILDING STANDARD. ALARM CONTRACTOR TO PROVIDE ALARM/SMOKE/STROBE MODIFICATIONS AS REQUIRED TO ACCOMMODATE THE SCOPE OF WORK RELATED TO THE NEW FLOOR/CEILING PLAN. ALARM AND SMOKE DETECTION INFORMATION SHOWN IS FOR SCHEMATIC PURPOSES ONLY. DESIGN-BUILD DRAWINGS TAKE PRECEDENCE OVER ARCHITECTURAL. 7. CONTRACTOR TO PROVIDE HVAC BALANCING,AND ASSOCIATED ANDERSON REPORTS BY CERTIFIED 3RD PARTY VENDOR UPON COMPLETION OF SUITE CONSTRUCTION. D A B R O W S K I 8. GENERAL CONTRACTOR IS TO PROVIDE AS-BUILT CLOSE-OUT "` ARCHITECT S DOCUMENTATION TO FACILITY PER THEIR REQUIREMENTS. r'r` ",5 �-`- x I i'. � ^ , LLC - 1 Portland Office: 1430 SE 3rd Aye, Ste 200 Portland, OR 97214 I II T: (503) 239-7377 _ I — — F: (503) 239-7327 www.ADarchitects.com -- – ,�C%j 3241 I JON . AND '� .N P ti ' ‘`.' 1 • 0 ,„. 41 ID ALT #1 `� A.ANDihb COPE OF WORK 0� e, I I - I L — 1 1 OF — ' 1 • is - 1 lo 1 I I - . -I 0 Z c I I - I II ■ 44 8'-10112" I — i-____11314" y 1 . ,____---------111______--------11 Iiiiil ILI – --W- (E)+46 9'-0" � — This document is the property of the Owner and is T — not to be used without his written permission I 1 Li _mum NEENN• moi co Lsr 7 ........ _ , 1 I # : Project Architect Approval: I — _ SP . (11100 _ cf. _ L Architect/Engineer Of Record: I , \ O 02 T — — ' _-,.... ►?!�,.`� 1 ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE I �- rel 8'-10 314" SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ' T i:-.:_11_3_/:4" J ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS, REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BY LAW, 0 Facility x \ T SP T. ) TIGARD DENTAL OFFICE ILu — $ _ 7105 SW HAMPTON 1 . _ .._, 1SIGN TIGARD, OREGON 97223 SP _ I Project \(E)+46 / 0 0 TIGARD DENTAL OFFICE 1a'-11 112 STERILIZATION — O L.IILIIIIII.II REMODEL i =.j 7 r — — — Sheet Title NEW — REFLECTED CEILING J I BID ALT E L ice. . PLAN SCOPE OF WORK la. o I I Fac No: OR038-1 Bldg No: 1 Floor Lev: 1 Section: 1 D Scale AS NOTED I DCA No. z I Permit No. ai Drwn By MJW Sheet v cO 1 . NEW REFLECTED CEILING PLAN -- ChckdBy JMA A9. 1 Eissue Date 12/30/19 Z SCALE: 1/4"= 1-0" �' IJV 0 5' 50' 0 5' 25' 0 1' 12' 0 1' 6' 0 4' 0 1' 3' 0 2' 0 1' 111111 1 III I III I 111111 I I I I 1,1,1 1 1 1 1 1 1 1 1 1 1 1 I.►„+i+,,,,I I I i I ( I i I i II1 I 1 I 1 I I I I I I I I , . . . . I . . . , . I 1111 1111111 I I I II , . . , 1 1 , . . , I GRAPHIC SCALES: 1/16' = 1' -0' 1/8' = 1' -0' 1/4' = 1' -0' 1/2' = 1' -0' 3/4' = 1' -0' 1' = 1' -0' 1-1/2' = 1' -0' 3' = 1' -0' If this sheet is not 24' x 36' it is a reduced print r ABBREVIATIONS DEVICE MOUNTING HEIGHTS FIRE ALARM 000 Plire CEILING 0 rs SPRINKLER SYSTEM SWITCH: FLOW,TAMPER AFF ABOVE FINISHED FLOOR KVA KILOVOLT AMP GENERAL NOTES: A AMPERE(AMP) KVAR KILOVOLT AMPS REACTIVE ‘ 0 MANUAL FIRE ALARM STATION AL ALUMINUM LA LIGHTNING ARRESTOR MIN 6" MIN 6" 1. LOCATE ALL FIRE ALARM DEVICES PER CODE. 0 0 P DETECTOR: IONIZATION, HEAT,PHOTOELECTRICKAISER PERMAN ELATE® ARCH ARCHITECT/ARCHITECTURAL LTG LIGHTING --\-- g 2. LOCATE ALL ACCESSIBLE SWITCHES PER ADA GUIDELINES. p p DETECTOR: BEAM Kaiser Permanente ATS AUTOMATIC TRANSFER SWITCH LV LOW VOLTAGE FIRE0 AWG AMERICAN WIRE GAUGE MATY MASTER ANTENNA TELEVISION 3. FIELD COORDINATE ALL ABOVE COUNTER DEVICES WITH CC== DUCT DETECTOR,TYPE AS NOTED CB CIRCUIT BREAKER MCA MINIMUM CIRCUIT AMPS WORKING SURFACE -- MILLWORK CONTRACTOR. 4 F FIREMANS PHONE JACK 400•••.,=am. C CONDUIT MCB MAIN CIRCUIT BREAKER (TYP) 0 a MAGNETIC DOOR HOLDER,CLOSER �~ 04,10 -s-s.• 4040,0♦.. 4. IF APPLICABLE,ARCHITECTURAL DRAWINGS TAKE "��/pis: BACKSPLASH — t”: "*� CCN CLOSED CIRCUIT TELEVISION MCC MOTOR CONTROL CENTER _ _ _ 80"(MIN ) PRECEDENCE OVER THIS DETAIL. z=_:__ PA E 0000... CKT CIRCUIT MDP MAIN DISTRIBUTION PANEL -- n • Q ) WALL CEILING NOTIFICATION DEVICES •-- CLG CEILING MECH MECHANICAL — NOTES: 0 �, -0- -0- FIRE ALARM:VISUALpae-engineers.com CT CURRENT TRANSFORMER MH METAL HALIDE Q 0 Q 06 0 6" — 16" 1 TELECOM OUTLET 6 WALL PHONE CU COPPER MLO MAIN LUGS ONLY \ I ! I 0 0 F F F F FIRE ALARM:HORN; HORN WNISUAL 48" 8 -13- 3 -� DN DOWN MV MERCURY VAPOR — — 20 RECEPTACLE 07 ABOVE COUNTER DEVICE EMERG EMERGENCY MTS MANUAL TRANSFER SWITCH a a `�, MAINTAIN8 }s A CONSISTANT HEIGHT . S - - FIRE ALARM:SPEAKER;SPEAKER WNISUAL Revisions EMT ELECTRIC METALLIC TUBING NIC NOT IN CONTRACT -- — i 30 FIRE ALARM PULL STATIONTHROUGHOUT SPACE No. Revisions By Date Appr. 0 18" 4 LIGHT SWITCH 8 FIRE ALARM STROBE 8 -B• 8 -8- FIRE ALARM:BELL;BELL WNISUAL EP EXPLOSION PROOF NL NIGHT LIGHT CIRCUIT I 0 0 EPO EMERGENCY POWER OFF PA PUBLIC ADDRESS EWC ELECTRIC WATER COOLER PE PHOTO ELECTRIC CELL FINISHED FLOOR 0CARD READER 0 OCCUPANCY SENSOR 8 -8- 8 -8- FIRE ALARM:CHIME;CHIME WNISUAL FA FIRE ALARM PF POWER FACTOR FLA FULL LOAD AMPS PNL PANELBOARD E Q U I P M E N T FLUOR FLUORESCENT PVC POLYVINYL CHLORIDE CONDUIT ONE- LINE DESIGNAT! ON SYMBOLS -_-=-____5 _FCIC FURNISHEDBYCONTRACTOR PWR POWER - - 0 5' 50' 0 5' 25' 0 1' 12' 0 V 6' 0 4' 0 1' 3' 0 2' 0 1' 111111 I I I I I I I I 1 111111 I I I I 11111 1 1 1 1 1 1 1 1 1 1 1 IlIlulfuhlI I I 1 I I I I I 1 I limilt...1 I I i 11 I jIliflIflIltI I I I I IItlIfIIItII I I 1 1 t H 1 I 1 1 1 , t I GRAPHIC SCALES' 1/16' = 1' -0' 1/8' = 1' -0' 1/4' = 1' -0' 1/2' = 1' -0' 3/4' = 1' -0' 1' = 1' -0' 1-1/2' = 1' -0' 3' = 1' -0' If this sheet Is not 24' x 36' it Is a reduced print - LUMINAIRE SCHEDULE A. o 0 0 Ww. TAG DESCRIPTION SIZE WATTS LAMP(S) BALLAST/DRIVER VOLTAGE PRODUCT MOUNTING FINISH NOTES ALTERNATES KAISER PERMANEWIE® Kaiser Permanente LILED UNDERCABINET LED WITH BUILT-IN ROCKER 1 1/2"H x 4"D 18W/F 1253 LUMENS 0-10V DIMMING 120V HALO HU30 SURFACE UNDERCABINET WHITE WIDTH AS SHOWN ON PLANS LITHONIA,JUNO SWITCH 3500K ELECTRONIC 411R.11••••••• 001,10.1.000 .5.••• . •OIi••IS S.• ••.ON I.. pA E SELF-POWERED EXIT SIGN WITH SELF-TEST 12 518"W x 8 1/4"H x COOPER LIGHTING CX SERIES OR AS MATCH EXISTING EXIT SIGN PRODUCT IN LITHONIA, :::ON X FUNCTION 21/4"D 1.02W LED INTEGRAL 120V REQUIRED TO MATCH EXISTING SURFACE WHITE FINISH AND LETTERING DUAL-LITE --'-" pae-engineers.com EQUIPMENT CONNECTION SCHEDULE Revisions EQUIPMENT DESCRIPTIONS ELECTRICAL CHARACTERISTICS FEEDER CHARACTERISTICS PANEL INFORMATION EQUIPMENT CONNECTION NOTES No. Revisions By Date Appr. TAG DESCRIPTION LOCATION LOAD(KW) LOAD(AMPS) VOLTS PHASE CONDUIT PHASE AND NEUTRAL GROUND CONDUCTORS OCP DISCONNECT PANEL CIRCUIT TYPE CONDUCTORS I CAWR BLANKET WARMER WTAGN-121 0.5 120 1 3/4" (2)12 12 20 NO Cl 2 NEMA 5-20R CLUL ULTRASONIC DENTAL CLEANER INSPR-123A 0.137 120 1 3/4" (2) 12 12 20 NO Cl 9 NEMA 5-20R -_ _-_- ANDERSON STTD-1 TABLETOP DENTAL STERILIZER INSPR-123A 2.2 208 1 3/4" O 2 12 12 15 NO Cl 11,13 NEMA 6-15R _ - _-_ = D A E R O W S K --_= ARCH ITECTS STTD-2 TABLETOP DENTAL STERILIZER INSPR-123A 2.2 208 1 3/4" (2) 12 12 15 NO Cl 15,17 NEMA 6-15R L L C Portland Office: STTD-3 TABLETOP DENTAL STERILIZER INSPR-123A 2.2 208 1 3/4" 2 12 12 15 NO Cl19,21 NEMA 6-15R 1430 SE 3rd Ave, Ste 200 { � Portland, OR 97214 I I I T: (503) 239-7377 F: (503) 239-7327 STTD-4 TABLETOP DENTAL STERILIZER I INSPR-123A 2.2 208 1 3/4" (2) 12 12 15 I NO Cl 23,25 NEMA 6-15R www.ADarchitects.com STTD-5 TABLETOP DENTAL STERILIZER INSPR-123A 2.2 I 208 1 3/4" (2) 12 12 15 NO Cl 27,29 NEMA 6-15R I I I I STTD-6 TABLETOP DENTAL STERILIZER I INSPR-123A 2.2 208 1 3/4" (2) 12 12 15 NO Cl 31,33 NEMA 6-15R STAU-1 TABLETOP STERILIZER INSPR-123A 1.3 120 1 3/4" (2) 12 12 20 I NO Cl 35 NEMA 5-20R I \l PRQ47:rc, STAU-2 TABLETOP STERILIZER INSPR-123A 1.3 120 1 3/4" (2) 12 12 20 NO Cl 37 NEMA 5-20R ,,,./z4 , ,..*` WADD-1 UNDERCOUNTER DENTAL WASHER/DISINFECTOR INSPR-123A 3.6 208 1 3/4" 2 12 12 15 NO Cl 4,6 NEMA 6-15R �r.�. , I7' j- 47 WADD-2 UNDERCOUNTER DENTAL WASHER/DISINFECTOR INSPR-123A 3.6 208 1 3/4" (2) 12 12 15 NO Cl 8,10 NEMA 6-15R 'c ' rl.�o�S Is i onRES 08- ' 21 1 WADD-3 UNDERCOUNTER DENTAL WASHER/DISINFECTOR INSPR-123A 3.6 208 1 314" (2)12 12 15 NO C1 12,14 NEMA 6-15R L 1riscu. MECHANICAL EQUIPMENT CONNECTION SCHEDULE i3 F EQUIPMENT DESCRIPTIONS ELECTRICAL CHARACTERISTICS CONNECTION CHARACTERISTICS FEEDER CHARACTERISTICS NOTES This document is the property of the Owner and is n°(5 not to be used without his written permission n 1-POINT STARTER DISCONNECT MIN. CONDUIT DIA GROUND Project Architect Approval: cp TAG DESCRIPTION LOCATION KW HP FLA MCA MOCP VOLTS PHASE VFD CONNECT DIVISION DIVISION (INCH) PHASE CONDUCTORS CONDUCTOR PANEL NAME d ACCU-1 CONDENSING UNIT ROOFTOP 1.4 13.0 20 208 I 1 N 1 Y 23 26 1/2" (2)#12 #12 Cl 2 FCU-1 FAN COIL UNIT 123A INSPR I 0.408 2 1 1 N I Y 23 I 26 1/2" (2)#12 #12 ACCU-1 1,2 - N T EF-1 EXHAUST FAN ROOFTOP 1 0.17 2.9 120 1 1 N 1 Y 23 I 26 1/2" (2)#12 #12 C-1 Architect/Engineer Of Record: i 0 a U GENERAL NOTES: NI i A. REFER TO PANEL SCHEDULES FOR OVERCURRENT PROTECTION CHARACTERISTICS AND CIRCUIT NUMBERS. ALL SHEESTPLANS SET FORTH ON DENS, ARE OWN BY AND ARE THE PROPERTY OF ARRANGEMENTS,DRAWINGS,AND ANDS SON DA ROWSKIESE E ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAPLANS, B.COORDINATE ALL EQUIPMENT CONNECTION REQUIREMENTS WITH INSTALLING CONTRACTOR PRIOR TO THE INSTALLATION OF ANY ELECTRICAL WORK. REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WIT OIUT HE WRITTEN S) PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BY LAW. 0 C.COMBINATION STARTER/DISCONNECTS AND DISCONNECT SWITCHES SHALL BE LOCATED WITHIN SIGHT OF AND ADJACENT TO EQUIPMENT SERVED. COORDINATE INSTALLATION WITH EQUIPMENT INSTALLER. Facility 5 TIGARD DENTAL OFFICE NOTES: 7105 SW HAMPTON N 1. INDOOR UNIT RECEIVES POWER FROM OUTDOOR UNIT. TIGARD, OREGON 97223 -12 2. PROVIDE MOTOR RATED SWITCH FOR DISCONNECT,WEATHER RESISTANT TYPE FOR OUTDOOR UNIT. ° Project = iTIGARD DENTAL OFFICE L .o OHAP AND STERILE 1 TENANT IMPROVEMENT LnN T Sheet Title SCHEDULES 0o 0 N d N 1'- Fac No: OR038-1 Bldg No: 1 Floor Lev: 1 Section: 1 o Scale DCA No. DCA No to in Permit No. Permit No 00 Drwn By AH iv _ Sheet E ►— REFERENCE ONLY Chckd By MTJ \ iii NOT.APPROVED WITH THIS PERMIT E0.2 a) Issue Date 12/30/19 co zca N N 1L N v D 0 5' 50' 0 5' 25' 0 1' 12' 0 1' 6' 0 4' 0 1' 3' 0 2' 0 1' IIII I I 1 I I 1 I I 1 I I I I I 1 I I I I 1 ,1 ,1 I I I I 1 1 1 I I I I,1 ,111111I I I I I 1 1 L,, „ 1, „„ , 1 I I 1 I 1 1 I „m„ I „mr1 I I I I 1 , , , , 11 1 , , 1 , 1 I I 1 I I I I I I . , , 11 GRAPHIC SCALES 1/16' = 1' -0' 1/8' = 1' -0' 1/4' = 1' -0' 1/2' = 1' -0' 3/4' = 1' -0' 1' = 1' -0' 1-1/2' = 1' -0' 3' = 1' -0' If this sheet is not 24' x 36' it is a reduced print GENERAL NOTES: A. ALL FIXTURES SHOWN ARE EXISTING TO REMAIN 06 UNLESS NOTED OTHERWISE. B. IT IS THE INTENT OF THESE DOCUMENTS TO PROVIDE FOR ALL NECESSARY ADJUSTMENTS TO KAISER PERMANENTE• THE ELECTRICAL SYSTEM TO MEET CODE AND ACCOMMODATE THE INSTALLATION OF NEW WORK. Kaiser Permanente C. DEMOLISH ALL ELECTRICAL WORK, BACK TO SOURCE, AS INDICATED WITHIN THE AREA OF WORK THAT IS MADE OBSOLETE BY NEW WORK, OR IS "=..•. ABANDONED AND NO LONGER IN USE. COORDINATE ;;;#".... pA E WITH ARCHITECTURAL DOCUMENTS FOR SCOPE OF :: 0 5' 50' 0 5' 25' 0 1' 12' 0 1' 6' 0 4' 0 1' 3' 0{ 2' 0 1' IIIIII I I I I I I I I I 111111 I I 1 1 111, 1 I I 1 I I I I I I I I,,,,Il,ilr,l l 1 I 1 I 1 I 1 I 1 I. „ „I ,, , ,, I I I I I I I I , , , , , I , , , , , I I I I 1 11 1 , 1 1 1 1 , 1 , , 1 I I 1.... _._, , , I I I I I „ l I GRAPHIC SCALES; 1/16' = 1' -0' 1/8' = 1' -0' 1/4' = 1' -0' 1/2' = 1' -0' 3/4' = 1' -0' 1' = 1' -0' 1-1/2' = l' -0' 3' = 1' -0' If this sheet is not 24' x 36' it Is a reduced print GENERAL NOTES: A. ALL DEVICES SHOWN ARE EXISTING TO REMAIN 04 UNLESS NOTED OTHERWISE. B. IT IS THE INTENT OF THESE DOCUMENTS TO KAISER PERMNEPJTEG PROVIDE FOR ALL NECESSARY ADJUSTMENTS TO Kaiser Permanente THE ELECTRICAL SYSTEM TO MEET CODE AND ACCOMMODATE THE INSTALLATION OF NEW WORK. C. DEMOLISH ALL ELECTRICAL WORK, BACK TO --__.. SOURCE,AS INDICATED WITHIN THE AREA OF WORK 111101•111••• --...• N...• THAT IS MADE OBSOLETE BY NEW WORK, OR IS "'_ _"' ABANDONED AND NO LONGER IN USE. COORDINATE P E =?===`__ WITH ARCHITECTURAL DOCUMENTS FOR SCOPE OF DEMOLITION. pae-engineers.com D. LOCATIONS OF DEVICES AND EQUIPMENT SHOWN ARE BASED ON RECORD DOCUMENTS AND FIELD OBSERVATION. THE PLANS DO NOT SHOW ALL OF Revisions THE DEMOLITION CONDITIONS. HOWEVER, No. Revisions By Date Appr. \ — DEMOLITION INCLUDES REMOVAL OF ALL RACEWAY, r AREA OF WORK , CONDUCTORS, COMMUNICATIONS CABLING, LIGHT (1 ----\. ri-- i FIXTURES, DEVICES, EQUIPMENT, ETC. THAT ARE ----iMADE OBSOLETE BY THE NEW WORK OR ARE _. l I , ABANDONED AND NO LONGER IN USE. EXISTING DEVICES TO BE REUSED FOR RELOCATED ARE i SPECIFICALLY NOTED. - -1 n u[ E. PROTECT EXISTING UTILITIES THAT PASS ANDERSON THROUGH AND EXTEND BEYOND THE LIMITS OF D A B R O W S K CONSTRUCTION, PROVIDE NEW RACEWAY, WTAGN ARCHITECTS I 121 I 111 CONDUCTORS, SUPPORTS, BRACING ETC. ASC ,o REQUIRED TO MAINTAIN SERVICES. DO NOT DISTURB L L C I 3O UTILITIES SERVING EQUIPMENT IN OTHER AREAS. Portland Office: 1430 SE 3rd Ave, Ste 200 J ®400A SWITCH F.ALL MATERIAL ACCUMULATED DURING THE Portland, OR 97214 L � T: (503) 239-7377 I i _ i I I I - I 1 1 I DEMOLITION PROCESS IS THE OWNER'S PROPERTY F: (503) 239-7327 AND SHALL BE REMOVED FROM THE JOB SITE AND www.ADarchitects.com HALLW AREA OF WORK DISPOSED OF AS DIRECTED BY THE OWNER'S I 134 I BID ALT#1 CONSTRUCTION REPRESENTATIVE. r _ . . QE PANEL'S' .-- I:\ 1_(- l �` a l EQELC Q NOTES: ASSTS iN I123A iI \ 13�/J/j/ 1 QPANEL'A' 1. DEMOLISH EQUIPMENT CONNECTION AND ASSISTIINA I 123A r T, y I_/ EVSRM Lr 1 J I I SGENL RECEPTACLE. RE-USE EXISTING LOCATION FOR NEW 1 l'i=� ! I I 124 I. s- I 136 I RECEPTACLE. • PRCre iii /I ff ' cl, G - 2. DEMOLISH SWITCH FOR HVAC FANS BEING 41I4 I ``, (PERI \ PANEL'A1'` ( DEMOLISHED. PATCH WALL TO MATCH SURROUNDING.�� -. . ile 41m I 131 I PANEL'C'L= I 3. NO ELECTRICAL DEMOLITION WORK IN THIS AREA. ',OF THO f I\ 1 I ©O L-I .:..,:I IIM �C, TLGEN f b 00 Ice• L , I I HALLW - I 137 I 4 _ WIRES 06- 21 HALL I 112 I 130 I /—\ 135 --G IIALLWTr On — f - - - - I 132 1 ■� �! I _ • r- '� i 17,----71 Tile_ f _l -- .L.II; ; II , ; It ','-I -I- -I_ 11-11 - , I L_ J I i_ ' y. .JL � 1 o J E �, lull , WAGEN lin u: L This document is the property of the Owner and is JGEN _ not to be used without his written permission r•-• 1 127 �- IPERI 138 1 c I I 129 I CA Project Architect Approval: Ph - I 1 1 1.-ri A J I i, irJ _ I _ B I , AREA OF WORK i m BID ALT#1 Architect/Engineer Of Record: LBDPR 126 i U< • / O a7 II F PT cv d �-.4 ALL IDEAS,DESIGNS,ARRANGEMENTS, DRAWINGS,AND PLANS SET FORTH ON THESE 11— 111-1-Eal SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI O O ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS, U REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC.IS PROHIBITED BY LAW. o I Wil , + �J - L * Facility 5,i IL �` - TIGARD DENTAL OFFICE Imio mom= wows 7105 SW HAMPTON TIGARD, OREGON 97223 -2 - --- —...- a▪ ' J WTAGN Project 1 107 I U, TIGARD DENTAL OFFICE _.---/ OHAP AND STERILE F TENANT IMPROVEMENT RI 7 Sheet Title co DEMOLITION co FLOOR PLAN 1 DEMOLITION FLOOR PLAN - POWER AND SIGNAL POWER AND SIGNAL (112)E1.2 SCALE: 1/4" = 1'-0” Fac No: 01;0)38-1 Bldg No: 1 Floor Lev: 1 Section: 1 o Scale DCA No. DCA No in Permit No. Permit No ao Drwn By AH Sheet Ili c- REFERENCE ONLY Chckd By MTJ NOT APPROVED WITH THIS PERMIT E1 .2 E Issue Date 12/30/19 z " ID ii 6 a a 0 5' 50' 0 5' 25' 0 1' 12' 0 1' 6' 0 4' 0 1' 3' 0 2' 0 1' 111111 1 1 1 1 1 1 1 I 11111 1 1 I l I ,1 ,1 1 1 1 1 1 1 1 1 1 1 1 I,„<<1,L1n1 1 1 1 1 1 1 1 1 1 1 I. „ ,, I . 1 1 1 1 1 1 I 1 . 1 . 1 1 1 1 I I , , , , , I , , , , 1 I I 1 , i 1 F , I „ 1 1 , 1 GRAPHIC SCALES= 1/16' = 1' -0' 1/8' = 1' -0' 1/4' = 1' -0' 1/2' = 1' -0' 3/4' = 1' -0' 1' = 1' -0' 1-1/2' = 1' -0' 3' = 1' -0' If this sheet is not 24' x 36' it is a reduced print GENERAL NOTES: A. NEW UNDERCABINET LIGHTING IS TO BE CIRCUITED TO PANEL C1:22.SEE SHEET E7.01 FOR MORE INFORMATION. B. PRIOR TO ORDERING , UCT INFORMATION SUBMITTALS ON MATERIALS LUMINAIRESDE TO ARPROCHITECT KAISER PERMAIVEJIITE® FOR REVIEW WITH ALL SELECTED OPTIONS CLEARLY Kaiser Permanente INDICATED. C. NEW CIRCUITS TO BE THHN CONDUCTOR IN EMT CONDUIT WITH DEDICATED NEUTRAL CONDUCTOR AND EQUIPMENT GROUNDING CONDUCTOR. _===1-11=•. •+00•. .4000.. • ••0• •••• pA E •••• •••• ••••N •.•0.40 ••old•.a 4040 ol raa pae-engineers.com 0 NOTES: 1. REPLACE PAIR OF 3-WAY SWITCHES WITH NEW SINGLE Revisions POLE SWITCH, CONNECT TO CONTROL FIXTURES IN THIS No. Revisions By Date Appr. \, _.-_ ROOM ONLY. \ 1 AREA OF WORK r- I- —1 2.CONNECT NEW EXIT SIGN TO NEAREST EXISTING EXIT /7 SIGN CIRCUIT. l ; 1 3. NO NEW LIGHTING WORK IN THIS AREA. -- DABROWSKI WTAGN ARCHITECTS 121 I _ IANDERSON LLC I Portland Office: AREA OF WORK 1430 SE 3rd Ave, Ste 200 BID ALT#1 Portland, OR 97214 T: (503) 239-7377 1 11 F: (503) 239-7327 L 1 1 _ _ www.ADarchitects.com 0 IA1 HALLW E X 0 I 134 I I 431 (7------- .. . �' EQELC cin INSPR \N>1 ` I 133 11 I 123A I y _ I EVSRMgI- 117- �T SGENL iii1 13fi E, � I 124 1 - O 1 A tI.' -iLTI- _O O I L—MI IPERI /1 131 i\N\ - ilf 4'.? - 1 - 11111 1 411111 AREA OF WORK s 31'y4rHroiS ' !*16/1 E E Cl'r 1 ' CI TLGEN r O O _ L J !PERI 7 137 1 EXPIRES 06- F 21 I HALLV" HALLW 112 L_I O O I I 130 I f 1 II I 135 I-ALLW ( p� — - El 132 7.__.ii .__ \ i 3 ay -� PT III ,. , _ I� I — III._ - E _ WAGEN— SP _ G This document is the property of the Owner and is L 127 I •■ TLGEN not to be used without his written permission Ti LJ \ PERI \ I 138 1 129 I Project Architect Approval: - I fi E W - 0-- rj-' .,__LF _ I 1 - ,■ - 1 I "' _ 128 AREA OF WORK 00 - LBDPR — _ — •J, I 1 ArchitectlEngineer Of Record: SP 0 0 1 1 f BID ALT#1 U I 126 I c 1 HALLW O l PT Eibar/-4 - 3 (NI 1 128 I ALL IDEAS,DESIGNS,ARRANGEMENTS.DRAWINGS,AND PLANS SET FORTH ON THESE — b9 '1 SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI O ARCHITECTS,LLC. ANY USE.REUSE,OR DISCLOSURE OF SAID PLANS, O — — REPRODUCTIONS.IDEAS.DESIGNS.AND/OR ARRANGEMENTS WITHOUT THE WRITTEN v PERMISSION OF ANDERSON DABROWSKI ARCHITECTS.LLC, IS PROHIBITED BY LAW, -0L40_40_...- - o_ Facility . i ' — TIGARD DENTAL OFFICE ' iI. Immo. 7105 SW HAMPTON 43 imii1 TIGARD, OREGON 97223 2 cr' WTAGN Project TIGARD DENTAL OFFICE ' -,R1DHAP AND STERILE 1 TENANT IMPROVEMENT I Ri o aSheet Title FLOOR PLAN co LIGHTING tV 1 FLOOR PLAN - LIGHTING (112) EZ 1 SCALE: = 1'-��� Fac No: 0R038-1 Bldg No: 1 Floor Lev: 1 Section: 1 o Scale DCA No. DCA No rn Ln Permit No. Permit No °O Drwn By AH a5 Sheet REFERENCE ONLY Chckd By MTJ .} Q, NOT APPROVED WITH THIS PERMIT E2 . l Issue Date 12/30/19 SID N a) it ai a O 0 5' I` 50' 0 tf 5' 25' 0 1' E 12' 0 1' 6' 0 4' 0 1' 3' 0 2' 0 1' /I I I II I I I I 1 1 I 1i` 1 I I 1 1 I I I I I 11111 I I I I I I I 1 I11IIiII111I1 I I I I I I I I I 1111111111111 I I 1 I 1 I 1 1 I 1 1 I I 1 I 1 1 I I I I I I I I ! I I 1 1 1 1 I I I I I L i 1 1 1 I I I I I I I GRAPHIC SCALES= 1/16' = 1' -0' 1/8' = 1' -0' 1/4' = 1' -0' 1/2' = 1' -0' 3/4" = 1' -0' 1' = 1' -0' 1-1/2' = 1' -0' 3' = 1' -0' If this sheet is not 24' x 36' it Is a reduced print GENERAL NOTES: 04 A. PROVIDE DESIGN BUILD MODIFICATIONS OF EXISTING FIRE ALARM SYSTEM TO ACCOMMODATE REMODEL,AS REQUIRED.SUBMIT SHOP DRAWINGS AND PRODUCT INFORMATION TO ARCHITECT FOR REVIEW. KAISER PERMANENTS. B. RECEPTACLES TO BE HEAVY-DUTY WITH Kaiser Permanente THERMOPLASTIC COVER PLATES WITH GASKET.TYPE LEVITON 5362 OR EQUAL FOR STANDARD RECEPTACLES. PROVIDE NEMA TYPE AS INDICATED ON CONNECTION SCHEDULE FOR SPECIAL RECEPTACLES. MATCH EXISTING _--- DEVICE COLORS. PROVIDE TYPED LABELS FOR '+"" pA E RECEPTACLES INDICATED THE SOURCE CIRCUIT. iii= :::: •• ..... .. . • •.a.N C. PRIOR TO ORDERING MATERIALS, PROVIDE PRODUCT INFORMATION SUBMITTALS ON RECEPTACLES TO ARCHITECT FOR REVIEW WITH ALL SELECTED OPTIONS pae-engineers.com CLEARLY INDICATED. D. NEW CIRCUITS TO BE THHN CONDUCTOR IN EMT CONDUIT WITH DEDICATED NEUTRAL CONDUCTOR AND Revisions EQUIPMENT GROUNDING CONDUCTOR. No. Revisions By Date Appr. _<--AREA OF WORK ...47( ' , I . Q NOTES: 1. COORDINATE ROUGH-IN REQUIREMENTS OF CARD ______ READER WITH ACCESS CONTROL VENDOR. : ; ANDERSON 2. CONNECT EACH DUPLEX RECEPTACLE TO DAB ROWS K WTAGN SEPARATE CIRCUIT. :_ ARCHITECT S I 121 I LLC Portland Office: 1430 SE 3rd Ave, Ste 200 FCU-1 OE 400A SWITCH Portland, OR 97214 ACCO-1 CAWR > T: (503) 239.7377 AF rtU.-11 _ I I : - VVVVW(503) hitect 77 1 (UNliii .. HALLW AREA OF WORK I 134 1 BID ALT#1 r _ 0 PANEL'Bi 2. 7, (1 r—\\11 INSPR EQO .' 41 CR ` r Q PANEL'A' CLlL1z3 I V////�i O Lri16 EVSRM ir - I/ SGENL �u1_ I 136 I • ► fROC r1 124 IT -- __ %,‹ G � - fill DM. WADD-1 > '—J PERI OE PANEL'AV-r —IL 4" H I 131 �. ()PANEL - �' "0 e4' _ 1—.r{ WADD-2 > AREA OF WORK `f E fi O 4/1 .� ///r:te, OPANEL'C1' i t , Ira _ � � TLGEN t 1- --1-1- ------,.... 137 IP RI D(PIRES �- ' 21 _ { WADD 3 > 1 HA 12V .1 STI D-1 > 1 1 130 I �1 1. I HALLW 1 1 © STTD-2 ,IALLW I�' III —. ,----- STTD-3 II 132 I r , irms ` l I . STAU-1 I g < ST AU-2 > - u_c Erg r I do trj1 __< sTTD6 > It iiii E WI E WAGEN SP I ..�1�- This document is the property of the Owner and is ., . I �� TLGEN not to be used without his written permission at 127 I �.' 1L I 138 1— ■• !PERI - I 129 I Project Architect Approval: _-I STTD-5 > I STTD-4 > r�' I It I N 128 r 7 AREA OF WORK i 6 4 I Architect/Engineer Of Record: 3 LBDPR 1 1 BID ALT#1 a < EF-1 Y I 126 I SP I (RUUi- LtVtL) I C / HALLW O o PT I 128 CR C1:16. ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI C o A E E ,L A , REPRODUCTIONS, IDEAS, DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN v PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BY LAW. D in Mill° a_ Facility ® HMTIGARD DENTAL OFFICE ,mom ,= 7105 SW HAMPTON TIGARD, OREGON 97223 Project - WTAGN TIGARD DENTAL OFFICE 107 I ._,,, ) OHAP AND STERILE TENANT IMPROVEMENT I in RI 7 Sheet Title co 2 FLOOR PLAN co POWER AND SIGNAL NI I FLOOR PLAN - POWER AND SIGNAL CD Li= E3.1 SCALE: 114"= 1'-0" Fac No: OR038-1 Bldg No: 1 Floor Lev: 1 Section: 1 iii a Scale DCA No. DCA No Ln Permit No. Permit No 170 Drwn By AH Sheet NOT REFERENCE ONLY Chckd By MTJ PROVED WITH THIS PERMIT E3 . 1 1= Issue Date 12/30/19 upz cv as LT iU a a 0 5' 50' 0 5' 25' 0 1' 12' 0 1' 6' 0 4' 0 1' 3' 0 2' 0 1' 111111 1 1 1 1 1 1 I 1 1 111111 1 I I 1 IrIr1 1 I I I I 1 1 1 I I 1 lllrlrllrirrl I I I 1 111111 1r,rrr1rrrr,1 1 I 1 I 1 I 1 . . , „ 1 . „ „ I 1 I 1 I I r r r r r 1 r r r r r 1 I 1 1 I , . . r 1 r I I I I 1 GRAPHIC SCALES: 1/16' = l' -0' 1/8' = 1' -0' 1/4' = 1' -0" 1/2' = 1' -0' 3/4' = 1' -0' 1' = 1' -0' 1-1/2' = 1' -0' 3' = 1' -0' If this sheet is not 24' x 36' it is a reduced print GENERAL NOTES: A. ALL EQUIPMENT SHOWN IS EXISTING.ALL PANELS ARE 42 CIRCUIT. 6 I R KAISER PERMANENTS® Kaiser Permanente PANEL A PANEL Al PANEL B 400AS 200AS PANEL C PANEL C1 �+"" 225A MCB 100A MLO 225A MCB225A MLO 100A MLO Hu..�.�,` 400AT 200AT Q NOTES: =••' ..1000. ..010.. pA e O ® O n 3P 0 n 3P E O ©O 1. NEW CIRCUITS IN EXISTING PANEL. '== 0 2. PROVIDE NEW CIRCUIT BREAKER SIZE AS INDICATED IN pie-engineers.com PANEL SCHEDULE, IN EXISTING PANEL . MANUFACTURER AND AIC RATING TO MATCH EXISTING. 3.VALUES ARE NEW LOAD ONLY.VALUES DO NOT INCLUDE Revisions I I 1 EXISTING METERED LOAD. No. Revisions By Date Appr. 1 , 0 1 1 I ® L— — -- ____ W____ _ 600A CT CABINET ANDERSON DABROWSKI ARCHITECTS . .. .. LLC 1 SINGLE-LINE DIAGRAM - EXISTINGPortland Office: 1430 SE 3rd Ave, Ste 200 E7.1 SCALE: NONE Portland, OR 97214 T: (503) 239-7377 F: (503) 239-7327 www.ADarchitects.com LOAD SUMMARY PANEL C KVA NEC 220.87 METERED 30 DAY AVG 7.57 ` PRQ�` 25%ADDED FACTOR TO METERED LOAD PER NEC 220.87 9.46 Aj e REMOVED LOAD 0 - i'►. ADDED (DESIGN) LOAD 20.65 till. NEW TOTAL PANEL LOAD 28.227 �p?` 44 � f0 NEW TOTAL PANEL LOAD (AMPS AT 208 3PH) 78.3 ' d�S 1 V PANEL Cl KVA I EXPIRES 0b-3+3 21 NEC 220.87 METERED 30 DAY AVG 0.72 25% ADDED FACTOR TO METERED LOAD PER NEC 220.87 0.90 REMOVED LOAD 0 a) ADDED (DESIGN) LOAD 20.65 E This document is the property of the Owner and is NEW TOTAL PANEL LOAD 21.37 not to be used without his written permission U) NEW TOTAL PANEL LOAD (AMPS AT 208 3PH) 59.32 Project Architect Approval: 0, r---: F-siOI DESIGNATION: Cl 1 VOLTAGE 208Y/120V-3 Ph-4 Wire I BUS RATING(A): 100 i AVAILABLE FAULT(A): I MAIN: MLO MOUNTING: Surface ENCLOSURE: NEMA 1 ArchitectlEn9 ineer Of Record: DESCRIPTION DEMAND VA BKR A/P CKT PH CKT BKR A/P VA DEMAND DESCRIPTIONco 2 7 EXISTING LOAD 20/1 1 A 2 20/1 500 REC (N)REC-CAWR o I EIXSTING LOAD 20/1 3 B 4 15/2 1800 REC (N)REC-WADD-1 2 U I EXISTING LOAD 20/1 5 C 6 1800 c•NJEXISTING LOAD 20/1 7 A 8 15/2 1800 REC (N)REC WADD 2 O ALL IDEAS,DESIGNS,ARRANGEMENTS, DRAWINGS,AND PLANS SET FORTH ON THESE j 2 (N)REC-CLUL REC 137 20/1 9 B 10 1800 SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI 0 2 I (N)REC-STDD-1 REC 1100 15/2 11 C 12 15/2 1800 REC (N)REC-WADD-3 O ARCHITECTS,LLC. ANY USE,REUSE.OR DISCLOSURE OF SAID PLANS. 1100 13 A 14 1800 REPRODUCTIONS, IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN UPERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC.IS PROHIBITED BY LAW. 0 2 (N)REC-STDD-2 REC 1100 15/2 15 B 16 20/1 200 REC (N)REC-HALLWAY 135 CARD READER 0 1100 17 C 18 20/2 757 EQ (N)EQ-ACCO-1/FCU-1 2 - O (N)REC-STDD-3 REC 1100 15/2 19 A 20 757 Facility 0 1100 21 B 22 20/1 55 LCL (N)LGT-UNDERCABINET2 TIGARD DENTAL OFFICE w O (N)REC-STDD-1 REC 1100 15/2 23 C 24 20/1 348 EQ (N)EQ-EF-1 2 'L 1100 25 A 26 20/1 SPARE 7105 SW HAMPTON in O (N)REC-STDD-2 REC 1100 15/2 27 B 28 20/1 SPARE TIGARD, OREGON 97223 1100 29 C 30 20/1 SPARE 0 (N)REC-STDD-3 REC 1100 15/2 31 A 32 20/1 SPARE0 Project 1100 33 B 34 20/1 SPARE 2 (N)REC-STAU-1 REC 1300 20/1 35 C 36 20/1 SPARE TIGARD DENTAL OFFICE L (N)REC STAU 2 REC 1300 20/1 37 A 38 20/1 SPARE OHAP AND STERILE o 2 SPARE 20/1 39 B 40 20/1 SPARE Y SPARE 20/1 41 C 42 20/1 SPARE 0 TENANT IMPROVEMENT I DEMAND CATEGORY A PH (VA) B PH (VA) C PH (VA) TOTAL(VA) I TOTAL CONNECTED LOAD VA: 29354 RECEPTACLES(REC) 6567 5835 6316 18718 I MAX CONNECTED PHASE AMPS: 87.9 tv EQUIPMENT(EQ) 757 0 1105 1862 I TOTAL DESIGN LOAD VA: 20649 I LIGHT AND CONT(LCL) 0 69 0 69 I MAX DESIGN PHASE AMPS: 61.8 7Sheet Title DIAGRAMS co ELECTRICAL NOTES: DESIGN LOAD PHASE SUB-TOTAL 7324 5904 7421 20649 ai I Fac No: OR038-1 Bldg No: 1 Floor Lev: 1 Section: 1 E Scale I DCA No. DCA No No Permit No. Permit No 66 66 Drwn By AH Sheet E s= REFERENCE ONLY Chckd By MTPJ a' NOT APPROVED WITH THIS PERMIT E7. 1 E Issue Date 12/30/19 z cNi v ii ai 0 C) 0 5' I 50' 0 f 5' 25' 0 1' I 12' 0 1' 6' 0 4' 0 1' 3' 0 2` 0 1' 111111 I I I I ! I I I ! 111 1 I I 1 I I I ,I ,I I I I I I I ! I I I f Iuu,luu,I I I I I I I I I I 1 I,I,,,I„I„ I I I 1 I 1 I 1 , , , , , 1 , , „ , I I I 1 I I I , , , , I , , , , , I I 1 1 „ „ iii , „ , 1 GRAPHIC SCALES! 1/16' = 1' -0' 1/8' = 1' --0' 1/4' = 1' -0' 1/2' = 1' -0' 3/4' = 1' -0' 1' = 1' -0' 1-1/2' = 1' -0' 3' = 1' -0' If this sheet is not 24' x 36' it is a reduced print MISC. FITTINGS & SYMBOLS HVAC PIPING DUCT LEGEND GENERAL NOTE DIRECTION OF FLOW D D DRAIN (CONDENSATE/INDIRECT) FLOW DIRECTION 04 THIS IS A STANDARD LEGEND SHEET,THEREFORE, SOME SYMBOLS MAY DIRECTION OF SLOPE RL RL REFRIGERANT LIQUID I CFM (NONE SHOWN TYPE REFERENCE APPEAR ON THIS SHEET THAT DO NOT APPEAR ON THE DRAWINGS. TYPE IF 4-WAY) H = 6” BELOW CEILING KAISER PERMANENTS® PIPE SLEEVE RS RS REFRIGERANT SUCTION CFM L = 6”ABOVE FLOOR I> REDUCER SIZE TYPE F = FLOOR Kaiser Permanente r X ANCHOR SLOT DIFFUSER MISC. VALVES & COCKS r T ELBOW(90°) STANDARD MECHANICAL ABBREVIATIONS C -- CEILING ® = SHUT-OFF VALVE ' ELBOW(45°) AFF ABOVE FINISHED FLOOR HP HORSEPOWER T DOOR TRANSFER DQ r r TEE ALT ALTERNATIVE HTG HEATING RETURN EXHAUST SUPPLY D� GLOBE VALVE ••- APD AIR PRESSURE DROPSEE SPECS FOR TYPE DQ S SHUT-OFF VALVE WI TAMPER SWITCH ��...•' I ..........•CROSS IN INCH(ES) /" K SIZE (SIDEWALL & FLOOR GRILLE) :::3 :::: IN APPROX APPROXIMATELY SEE SCHEDULE FOR SIZE TRIPLE DUTY VALVE •••••• INSUL INSULATION PLENUM INLET SIZE (SLOT DIFFUSER) ARCH ARCHITECT(URAL) KW KILOWATT CHECK VALVE •"=== FO E II- PIPING CONNECTIONS AUTO AUTOMATIC KWH KILOWATT HOUR CEILING DIFFUSERS & GRILLES SIDEWALL, SLOTS & FLOOR GRILLES h'd 2-WAY CONTROL VALVE BLDG BUILDING L LENGTH JOINT OR COUPLING POINT BSMT BASEMENT LAT LEAVING AIR TEMP3-WAY CONTROL VALVE pae engineers.cam BTU BRITISH THERMAL UNIT BOX TYPEXKEY < EF-XXX BALANCING VALVE II: UNION LB POUND — BTUH BRITISH THERMAL UNITS PER HOUR LDB LEAVING DRY BULB BOX NUMBER T– I f'---U -X-XXX /TU-X-XXX TERMINAL UNIT NUMBER T'--- UNIT NUMBER �FC FLOW CONTROL VALVE CFH CUBIC FEET PER HOUR LFT LEAVING FLUID TEMPERATURE \ 500 FLOOR UNIT IS LOCATED ON FLOOR UNIT IS s A Revisions CFM CUBIC FEET PER MINUTE LVG LEAVING AIR HANDLER NUMBER LOCATED ON SOLENOID VALVE CONN CONNECT(ION) LWB LEAVING WET BULB MAXIMUM CFM TERMINAL UNIT EQUIPMENT TYPE No. Revisions By Date Appr. CONT CONTINUE(ED)(UATION) LWT LEAVING WATER TEMPERATURE /� 'p ,'\\1/ PRESSURE REDUCING VALVE CL CENTERLINE MAX MAXIMUM TERMINAL UNITS EQUIPMENT AIR VENT (MANUALIAUTOMATIC) DDC DIRECT DIGITAL CONTROL MBH THOUSAND BTU PER HOUR FSD FD SDRELIEF VALVE DN DOWN MECH MECHANICAL 74- ® O ®e = DP DEW POINT MFR MANUFACTURER I I I >/ STRAINER DWG DRAWING MIN MINIMUM SUPPLY RETURN EXHAUST OUTSIDE COMBINATION FIRE SMOKE VOLUME AUTOMATIC EA EXHAUST AIR MISC MISCELLANEOUS AIR AIR AIR AIR FIRE/SMOKE PRESSURE GAUGE EAD EXHAUST AIR DAMPER OAD OUTSIDE AIR DAMPER DUCT SECTIONS DAMPERS EAT ENTERING AIR TEMPERATURE OSA OUTSIDE AIR 1- PRESSUREITEMPERATURE TEST PLUG ANDERSON EDB ENTERING DRY BULB PSI POUNDS PER SQUARE INCH D A B R O W S K EFF EFFICIENCY R (RAD) RADIUSUC 112' RETURN OR EXHAUST AIR FLOW -1,--- UNDERCUT DOOR 111 THERMOMETER EFT ENTERING FLUID TEMPERATURE RA RETURN AIR ARCHITECTS ELEC ELECTRIC(AL) REV REVISION —y SUPPLY OR OUTSIDE AIR FLOW L L C ELEV ELEVATION RH RELATIVE HUMIDITY ENGR ENGINEER RPM REVOLUTIONS PER MINUTE LOW PRESSURE DUCTWORK SYMBOLS 1430 SE 3rd Ave,Portland ice: Ste 200 EQ EQUAL SA SUPPLY AIR Portland, OR 97214 EQUIP EQUIPMENT SCFM STANDARD CUBIC FEET PER MINUTE co R=2D FOR FLEX 1�U R=1-112D FOR ROUND (A) ACCESS PANEL OK CAP EXISTING/CAP FOR FUTURE T: (503) 239-7377 ESP EXTERNAL STATIC PRESSURE SD SMOKE DAMPER F: (503) 239-7327 EWB ENTERING WET BULB SENS SENSIBLE r % , ` F =la ` O0 SIM SIMILAR B BELOW GRADE/ FLOOR R RELOCATE EXISTING www.ADarchitects.com EWT ENTERING WATER TEMPERATURE EXH EXHAUST SP STATIC PRESSURE 0 C CONNECT TO EXISTING X REMOVE EXISTING EXIST EXISTING SPEC SPECIFICATION SECTION PLAN SECTION PLAN FILT FILTER SF SQUARE FOOT(FEET) FLEX DUCT ROUND DUCT EXISTING TO REMAIN 0 NOTE SSUARE F DEGREES FAHRENHEIT SQ IN SQUARE INCH(ES) • FLEX FLEXIBLE SS STAINLESS STEEL RETURN OR EXH. GRILLE CONNECTION FPD FLUID PRESSURE DROP STL STEEL e R=2D FOR FLEX R=1-1/2D FOR ROUND DUCT DETAILS (LOW VELOCITY) FPM FEET PER MINUTE STRUCT STRUCTUR(E)(AL) a41 PROF FPS FEET PER SECOND TEMP TEMPERATURE i N FT FEET/FOOT �� 12x6 ��*`'� $d* �. TSP TOTAL STATIC PRESSURE 4 1 > �■ �� 60225PE FV FACE VELOCITY TYP TYPICAL II ►� �uu�nln® � � .� � �1 + � , GA GAGE/GAUGE V VOLTS W 12x6 `',' f. GAL GALLON VD VOLUME DAMPER SECTION PLAN R=1-1/2W oh �� SECTION PLANTURNING VANES IN ALL < ° * 20 >P SIZE SHOWN IS CLEAR GLY GLYCOL VERT VERTICAL ELBOWS AND TEES 4A/DREW GALV GALVANIZED VEL VELOCITY FLEX DUCT ROUND DUCT FLEX AIR PASSAGE 44\ ea.e.►f GPH GALLONS PER HOUR VFD VARIABLE FREQUENCY DRIVE SUPPLY DIFFUSER CONNECTION RADIUS ELBOW MITER ELBOWS & TEES CONNECTION ACOUSTICAL LINER I!WIRES 08-30-2020 I GPM GALLONS PER MINUTE VTR VENT THROUGH ROOF H HEIGHT � W LINED PLENUM R=1-112W HORIZ HORIZONTAL + + ► I jr l' .?" i. IQ) + :. _�_ L 1 n -�_I!IIIWIIS I SPIN-IN • DEMOLITION LEGEND f • FLEX DUCT ►�� FITTING ►=' =.111,1441.4% mm.‘0.1= E 1r �r ri�����������������fE�����E������r��r SECTION PLAN SECTION PLAN LESS THAN 15° 15° TO 30° GREATER THAN 30° REMOVE EXISTING DUCT DUCT OFFSETS This document is the property of the Owner and is I RECTANGULAR DUCT SQUARE NECK not to be used without his written permission REMOVE EXISTING PIPE Project Architect Approval: RETURN OR EXHAUST GRILLE SUPPLY DIFFUSER SIDE FLEX CONNECTION Jr 1 EX 30° AX 30° AX ci + I› NEW AND EXISTING WORK ---* Jr 1=1 Jr , EX+ Li N7L IL, RECTANGULAR TO ROUND Architect/Engineer Of Record: co —. — —w— — — SECTION PLAN SECTION PLAN TRANSITIONS Q EXISTING WASTE (BELOW GRADE OR FLOOR) SUPPLY DIFFUSER HARD CONNECTION SIDE WALL SUPPLY GRILLE CONNECTION U _ MEDIUM PRESSURE DUCTWORK )--- f. ALL IDEAS, DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI JARCHITECTS.LLC. ANY USE.REUSE,OR DISCLOSURE OF SAID PLANS, a EXISTING COLD WATER -T-1 '-ti ' ue ui-s e--Lc -s " REPRODUCTIONS,IDEAS,DESIGNS,ANDIORARRANGEiVIENT5IMTHOUTTH£WRITTENv45° rC 4 MIN OR _,_ PERMISSIONOFANDERSONDABROWSKIARCHITECTS.LLC, ISPROHIBITEDBYLAW_�'-Y t` 114W ORo EXISTING DUCT WORK 12" MAXFacility W TIGARD DENTAL OFFICE CONICAL TEE LOW LOSS LATERAL TEE CONICAL LATERAL 7105 SW HAMPTON _ _W_ _ _ cn NEW WASTE (BELOW GRADE OR FLOOR) + t BRANCH FITTINGSI TIGARD, OREGON 97223 `� RECTANGULAR DUCT FITTINGS F_ 1E Project R=1-112D R=.2D L=D1-D2 a� �` D L TIGARD DENTAL OFFICE Y NEW COLD WATER �'1 R — "15-2 SPIN-IN CONICAL SPIN-IN r i- DHAP AND STERILE '� Li D ) flTENANT IMPROVEMENT D1 FITTING FITTING NEW DUCT WORK 7 ELBOW Y-BRANCH BELLMOUTH REDUCERS mi. Sheet Title oo SYMBOLS, LEGENDS co RECTANGULAR TO ROUND FITTINGS AND ABBREVIATIONS MECHANICAL E Fac No: OR03S-1 Bldg No: 1 Floor Lev: 1 Section: 1 E Scale DCA No. DCA No 0 Permit No. Permit No 0o Drwn By AV Sheet ai E REFERENCE ONLY Chckd By DA1/11 NOT APPROVED WITH TlitS PERMIT MO. 1 Issue Date 12/30/19 (0 z Na) LL 60 0 0 5' 50' 0 5' 25' 0 1' 12' 0 1' 6' 0 4' 0 1' _3' 0 2' 0 1' 111111 I I I I I I I I I 111111 I I I I 11111 1 1 1 1 1 1 1 1 1 1 1 IlIlIJIlIPIlI 1 I 1 I 1 I 1 I I I IllIllIlIlIll I I I I I I [ IllIllIluIll I I 1 I luIuuIlItullI 1 I 111111 1 ! I I I ! GRAPHIC SCALES! 1/16' = 1' -0' 1/8' = 1' -0' 1/4' = 1' -0' 1/2' = 1' -0' 3/4' = 1' -0' 1' = 1' -0' 1-1/2' = 1' -0' 3' = 1' -0' If this sheet is not 24' x 36' It is a reduced print DESIGN CONDITIONS - TIGARD, OR 444 SPACE WINTER SUMMER TEMPERATURE HUMIDITY TEMPERATURE HUMIDITY `' OUTDOOR 25.2' F DB 6° F DP/9 HP/29.9'F MCDB 91.4° F DB/67.3° F MCWB 63.2°F DP/87 HR 175.1°F MCDB MISER PERMAN E TE® INDOOR 70°F±2' F DB 50%RH MAX,NO MINIMUM 75°F±2° F DB 50% RH MAX, NO MINIMUM Kaiser Permanente GENERAL NOTES: A. OUTDOOR CONDITIONS BASED ON ASHRAE FUNDAMENTALS 2013 99.6%AND 0.4% DATA. VENTILATION SCHEDULE-MULTIPLE SPACES-OREGON ==""" NMI••• Niai• pA E ACU-3 (EXISITING) .••..N .••..i•• ••i• • f• 41.1111,41. --VI-= PRIMARY PEOPLE AREA DEFAULT OUTDOOR ZONE AIR OUTDOOR PRIMARY FLOOR AIRFLOW OUTDOOR OUTDOOR OCCUPANT AIRFLOW DISTRIBUTION AIR INTAKE OUTDOOR pae-engineers.com AREA RATE OCCUPANCY AIRFLOW RATE Rp AIRFLOW RATE Ra DENSITY CODE DESIGN RATE Vbz EFFECTIVENESS Voz AIR FRACTION LOCATION (SF) (CFM) CLASSIFICATION (CFM/PERSON) (CFM/SF) (PEOPLE/1000SF) POPULATION POPULATION (CFM) Ez (CFM) Zp NOTES 123A INSPR 152 240 Science laboratories 10 0.18 25 3.8 4.0 67.4 0.8 85 0.35 1 Revisions TOTALS: 152 240 4 4 67 85 Zp max=0.35 No. Revisions By Date Appr. TOTAL AIRFLOW: 3000 SYSTEM VENTILATION EFFICIENCY-Ev: 0.79 SYSTEM POPULATION: 4 OCCUPANT DIVERSITY-D: 1.00 UNCORRECTED OUTDOOR AIR INTAKE-Vou: 67 CODE REQUIRED OUTDOOR AIR INTAKE FLOWRATE-Vot: 85 GENERAL NOTES: A. SYSTEM OUTDOOR AIR CALCULATION IS BASED ON THE SECTION 403 OF THE 2014 OREGON MECHANICAL SPECIALTY CODE. - _ ANDERSON B. REFER TO AIR HANDLING UNIT SCHEDULE FOR ACTUAL OUTDOOR AIR FLOW RATE. - D A B R O W S K I NOTES: 1. DESIGN OCCUPANCY REPRESENTS THE AVERAGE OCCUPANCY,WHICH IS NOT LESS THAN 1/2 THE CODE OCCUPANCY. -- ARCHITECTS LLC AIR COOLED CONDENSER UNIT SCHEDULE1430 Portland Office: SE 3rd Ave, Ste 200 Portland, OR 97214 I ELECTRICAL REFRIGERANT MINIMUM EFFICIENCY T: (503) 239-7377 F: (503) 239-7327 APPROX. www.ADarchitects.com TAG TOTAL VOLT/ WEIGHT MANUFACTURER& NUMBER LOCATION SERVICE CAPACITY(MBH) AMBIENT TEMP°F MCA PHASE TYPE SEER (LBS) MODEL ACCU-1 OUTDOOR 123A INSPR 21.6 14 T0118 1 13.0 208/1 R-410A 21.5 120 LG LSU180HSV5 GENERAL NOTES: A.MINIMUM EFFICIENCY IS AT ARI STANDARD CONDITIONS. B.SIZE REFRIGERANT PIPING PER MANUFACTURER'S INSTRUCTIONS. � � PR C. REFRIGERANT CHARGE INDICATED IS FOR THE EQUIPMENT ONLY. PROVIDE NECESSARY REFRIGERANT QUANTITY TO MEET THE REQUIREMENTS FOR THE SPECIFIC INSTALLATION. $G I RQ'T`s'�, N 44 * D. PROVIDE SCCR SUFFICIENT TO MEET THE AVAILABLE FAULT CURRENT AT THE PANELBOARD OR SWITCHBOARD FROM WHICH THE UNIT IS FED. COORDINATE WITH ELECTRICAL Ni, 0225PE DRAWINGS AND ELECTRICAL CONTRACTOR. V +o 2cohy`- SPLIT SYSTEM INDOOR UNIT SCHEDULE �44,DREW`N\\. n-t'+t INDOOR OUTDOOR SUPPLY DX COOLING ELECTRICAL !r r 06-30-2020 I UNIT TAG UNIT TAG AIRFLOW TOTAL VOLT/ APPROX. MANUFACTURER& NUMBER NUMBER LOCATION SERVICE TYPE CFM CAPACITY(MBH) FLA PHASE WEIGHT(LBS) MODEL NOTES 0, FCU-1 ACCU-1 123A INSPR 123A INSPR WALL MOUNTED 530 21.6 0.4 208/1 30 LG LSN180HSV5 1,2,3 3 N NOTES: 1. PROVIDE CONDENSATE PUMP: LITTLE GIANT EC-400, 120 VOLTS, 1 PHASE, 0.24 AMPS,20 WATTS. ROUTE CONDENSATE DRAIN TO NEARBY SINK TAILPIECE. This document is the property of the Owner and is �, not to be used without his written permission 2. INDOOR UNIT RECEIVES POWER FROM OUTDOOR UNIT. 3. COOLING ONLY UNIT. Project Architect Approval: c ci m in 1 DIFFUSERS AND GRILLES FAN SCHEDULE T Architect/Engineer Of Record: co INLET FACE SIZE AIRFLOW MOTOR 0 TAG CFM RANGE SIZE T-BAR HARD LID MAX THROW MANUFACTURER FAN APPROX. NI ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE NUMBER TYPE MIN MAX (IN) (IN) (IN) NC (FT) &MODEL TAG AIRFLOW TSP MAX VOLT! WEIGHT MANUFACTURER& SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI 0 ITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS, 0 220 8x8 24x24 15x15 17 2-3-6 NUMBER LOCATION SERVICE TYPE (CFM) (IN WG) (RPM) HP PHASE VFD (LBS) MODEL REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN S PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BY LAW. o CEILING SUPPLY I 221 345 10x10 24x24 17x17 21 3-4-8 EF-1 ROOF STERILIZERS EXHAUST 630 0.75 1715 1/4 115/1 N 60 GREENHECK G-098 VG a C-1 TITUS PMC Facility DIFFUSER I 346 500 12x12 24x24 19x19 24 3-5-9 o GENERAL NOTES: TIGARD DENTAL OFFICE 501 780 16x16 24x24 23x23 28 4-6-11 A. PROVIDE BACKDRAFT DAMPER. BACKDRAFT DAMPER TO OPEN/CLOSE WITH FAN OPERATION. - I 7105 SW HAMPTON t 0 780 15x15 24x24 17x17 22 - B. PROVIDE CURB ADAPTER TO ATTACH TO 26.5"X 26.5"EXISITNG CURB. TIGARD, OREGON 97223 CEILING RETURN/ 781 1125 18x18 24x24 20x20 24 - 0'0 C-2 EXHAUST GRILLE I 1129 1670 22x22 24x24 24x24 26 TITUS PAR Project TIGARD DENTAL OFFICE 1671 3500 22x46 24x48 24x48 25 - .o O HAP AND STERILE 0 114 6x6 - - 15 - TENANT IMPROVEMENT l 115 156 8x6 - - 17 - _N C-3 RETURN/EXHAUST 157 204 10x6 - - 18 - TITUS 301FL ' GRILLE Sheet Title i 205 222 8x8 - - 18 - EQUIPMENT co 223 246 12x6 - - 19 - SCHEDULES N ri A. NOISE CRITERIA(NC)BASED ON ROOM ABSORPTION OF 10 dB, MEASURED PER ANSI/ASHRAE STANDARD 70. MECHANICAL bi B. THROW VALUES GIVEN FOR TERMINAL VELOCITIES 150, 100,AND 50 FPM FOR ISOTHERMAL CONDITIONS. L Fac No: OR038-1 Bldg No: 1 Floor Lev: 1 Section: 1 o Scale DCA No. DCA No Permit No. Permit Na °O Drwn By AV Sheet E ~ REFERENCE ONLY Chckd By DAW CM CIS NOT APPROVED WITH THIS PERMIT M0.2 Issue Date 12/30/19 N N w a; 0 0 0 5' 50' 0 5' 25' 0 1' 12' 0 1' 6' 0 4' 0 1' 3' 0 2' 0 1' 111111 I I I I I I I I I 111111 I I I I 1,1,1 1 1 1 1 1 1 1 1 1 1 1 1,,,1,11,1111 1 1 1 1 1 1 1 1 1 1 (111,,1„1„1 I I I I I I 1 , , , , , 1 , , , , , 1 1 I 1 I I , iiiiI , iiI 1 I I r 1 , 1 , 1 , , 11 1 I GRAPHIC SCALES= 1/16' = 1' -0' 1/8' = 1' -0' 1/4' = 1' -0' 1/2' = 1' -0' 3/4' = 1' -0' 1' = 1' -0' 1-1/2' = 1' -0' 3' = 1' -0' If this sheet Is not 24' x 36' It is a reduced print DIV 23 SPECIFICATION616 2 05 00 COMMON WORK RESULTS FOR MECHANICAL LEAST FIVE PROJECTS OF SIMILAR SIZE AND SCOPE.TESTING AND BALANCING WORK SHALL . 3 J. FLEX DUCTS SHALL BE FLEXIBLE AIR DUCT WITH CPE OR METAL FILM LINER PERMANENTLY A.REGULATORY REQUIREMENTS: BE DONE UNDER DIRECT SUPERVISION OF REGISTERED PROFESSIONAL ENGINEER WHO BONDED TO COATED SPRING STEEL WIRE HELIX WITH 1-INCH THICK FIBERGLASS 1. ALL PRODUCTS AND EQUIPMENT SHALL BE PROHIBITED FROM CONTAINING HAS BEEN EMPLOYED BY THE AGENCY A MINIMUM OF ONE YEAR PRIOR TO START OF INSULATION BLANKET COVERED WITH FIBERGLASS REINFORCED METAL FILM VAPOR KAISER PERMAFJ E11TE® PENTABROMINATED, OCTABROMINATED,AND DECABROMINATED DIPHENYL ETHERS. PROJECT. BARRIER JACKET. DUCT RATED FOR 6-INCH W.G. POSITIVE AND 1-INCH W.G. NEGATIVE. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE LOCAL AND STATE CODES,AND ALL C.TESTING AND BALANCING SHALL CONFORM TO NEBB,AMERICAN SOCIETY OF HEATING, 23 33 00 AIR DUCT ACCESSORIES Kaiser Permanente FEDERAL,STATE AND OTHER APPLICABLE LAWS AND REGULATIONS. REFRIGERATING,AND AIR CONDITIONING ENGINEERS(ASHRAE),AND AMERICAN NATIONAL A.WORK SHALL BE PERFORMED BY QUALIFIED,EXPERIENCED MECHANICS, IN ACCORDANCE 3. CONTRACTOR RESPONSIBLE FOR OBTAINING AND PAYMENT FOR ALL PERMITS, STANDARDS INSTITUTE(ANSI). WITH THE MANUAL OF DUCT AND SHEET METAL CONSTRUCTION OF THE SHEET METAL AND LICENSES,AND INSPECTION CERTIFICATES REQUIRED IN ACCORDANCE WITH D.ESTABLISH FLOW RATES IN ALL BRANCHES PRIOR TO MAKING ANY MODIFICATIONS TO AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION AND THESE SPECIFICATIONS. SYSTEM.SUBMIT PRELIMINARY REPORT INDICATING EXISTING CONDITIONS PRIOR TO ==::: PROVISIONS OF CONTRACT DOCUMENTS. B.DUCT SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH NFPFA 90A AND UL 181 LISTED `-"" 41400 000 MAKING ANY MODIFICATIONS TO EXISTING SYSTEMS.ADJUST CENTRAL EQUIPMENT AS CLASS 1 AIR DUCTWORK AND COMPONENTS. •2••4141.... • •• 41w 0041' B.MATERIALS AND EQUIPMENT SHALL BE NEW.WORK SHALL BE OF GOOD QUALITY,FREE OF REQUIRED AND RESTORE ALL UNMODIFIED BRANCHES AND OUTLETS TO ORIGINAL .....41-- PA E FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. C.PROVIDE SUBMITTALS FOR MEDIUM PRESSURE DUCT ACCESSORIES WHICH INCLUDE ANY .... 41 .. . CONDITION. ====== C.APPARATUS SHALL BE BUILT AND INSTALLED TO DELIVER ITS FULL RATED CAPACITY AT THE ACOUSTICAL TURNING VANES,ACCESS DOORS,OR BELL MOUTH FITTINGS,AND LOW E.BALANCE TO MAXIMUM MEASURED FLOW. DEVIATION FROM SPECIFIED VALUES OF±10 EFFICIENCY FOR WHICH IT WAS DESIGNED. PRESSURE DUCT ACCESSORIES WHICH INCLUDE ANY CONSTANT FLOW BALANCING PERCENT AT TERMINAL DEVICE AND±5 PERCENT AT EQUIPMENT,OR MEAN SOUND LEVEL pae-engineers.com D.THE ENTIRE MECHANICAL SYSTEM AND APPARATUS SHALL OPERATE AT FULL CAPACITY DEVIATION OF 15 DECIBELS.ADVISE ENGINEER IF DEFICIENCIES ARE GENERALLY NOTED TO DAMPERS,OR AUTOMATIC DAMPERS. WITHOUT OBJECTIONABLE NOISE OR VIBRATION. ENABLE PROPER CORRECTIVE ACTIONS. D.INSTALL ALL DUCT ACCESSORY DEVICES AS SHOWN ON CONTRACT DRAWINGS, IN E.ALL EQUIPMENT SHALL BE INSTALLED LEVEL AND TRUE, F. ASSIST CONTROLS CONTRACTOR IN ESTABLISHING MINIMUM OUTSIDE AIR DAMPER ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS,AND IN ALIGNMENT WITH SECTIONS 23 3101 LOW PRESSURE DUCT AND CASINGS. Revisions F.MATERIALS AND EQUIPMENT: POSITIONS. 1. MATERIALS AND EQUIPMENT FURNISHED SHALL MEET ALL DETAILED REQUIREMENTS OF G.PROVIDE PRELIMINARY TEST AND BALANCE OF EXISTING ROOF MOUNTED EXHAUST FANS E.AUTOMATIC DAMPERS: DAMPERS SHALL BE CLASS I AND HAVE MAXIMUM LEAKAGE RATE No. Revisions By Date Appr. OF 4 CFM/SF AT 1"W.G.DAMPERS SHALL BE MULTI-BLADE AIR FOIL TYPE,EXCEPT WHERE THE DRAWINGS AND SPECIFICATIONS AND SHALL BE SUITABLE FOR THE INSTALLATION RV-1 AND REF-1. SUBMIT FINDINGS TO ARCHITECT FOR ASSESSMENT PRIOR TO EITHER DIMENSION IS LESS THAN 10-INCHES A SINGLE BLADE MAY BE USED. MAXIMUM SHOWN. PERFORMING ANY DEMOLITION WORK.NOTIFY ARCHITECT 72 HOURS PRIOR TO TEST AND BALANCE PROCEDURE. BLADE LENGTH TO BE 48 INCHES. BLADES TO BE INTERLOCKING AND MINIMUM 16 GAUGE. 2. EQUIPMENT SCHEDULED BY PERFORMANCE OR MODEL NUMBER SHALL BE CONSIDERED APPROVED MANUFACTURERS: RUSKIN,GREENHECK,OR EQUAL. THE BASIS OF THE DESIGN. IF OTHER SPECIFIED MANUFACTURER'S EQUIPMENT IS 23 70 00 INSULATION FOR HVAC 23 37 00 AIR OUTLETS AND INLETS PROVIDED IN LIEU OF THE BASIS OF DESIGN EQUIPMENT THE CONTRACTOR IS A.DUCTWORK BLANKET INSULATION: A.PROVIDE SUBMITTALS SHOP DRAWINGS IDENTIFYING LOCATIONS, MANUFACTURER RESPONSIBLE FOR ALL CHANGES AND COSTS WHICH MAY BE NECESSARY TO 1. FIBERGLASS: 1.0 PCF NOMINAL DENSITY,0.25 PER INCH MAXIMUM K-FACTOR AT 75°F PROVIDED DIMENSIONS AND CONSTRUCTION DETAILS,AND PERFORMANCE DATA ACCOMMODATE THIS EQUIPMENT, INCLUDING DIFFERENT SIZES AND LOCATIONS FOR MEAN TEMPERATURE,250°F MINIMUM OPERATING TEMPERATURE LIMIT,JOHNS INCLUDING AIRFLOW AND NOISE RATINGS, ANDERSON CONNECTIONS, DIFFERENT ELECTRICAL CHARACTERISTICS, DIFFERENT DIMENSIONS, MANVILLE MICROLITE TYPE 100 WITH FACING AS FOLLOWS: _= DIFFERENT ACCESS REQUIREMENTS OR ANY OTHER DIFFERENCES WHICH IMPACT THE B.ACCEPTABLE MANUFACTURERS INCLUDE TITUS,CARNES, KRUEGER,TUTTLE&BAILEY, ---1-i__-: -_-- D A B R O W S K I PROJECT. a. EXPOSED: FSK FACING(FOIL SCRIM KRAFT)OR VINYL-WHITE APPEARANCE. ANEMOSTAT,AND NAILOR INDUSTRIES.SUBMIT SUBSTITUTION REQUEST FOR ALL OTHER - - 3. ALL MATERIALS SHALL BE INSTALLED IN A NEAT AND PROFESSIONAL MANNER.CLEAN b. CONCEALED WITH VAPOR BARRIER: FSK REINFORCED FOIL AND PAPER. MANUFACTURES. - ---- -= ARCHITECTS MECHANICAL EQUIPMENT, PIPING AND DUCTWORK OF STAMPINGS AND MARKINGS 2. DUCTWORK INSULATION TO BE MINIMUM 1-112"THICKNESS AND HAVE CONTINUOUS C.UNIT SIZING IS BASED ON AIR BEING INTRODUCED AT 20°F TEMPERATURE DIFFERENTIAL L L C (EXCEPT THOSE REQUIRED BY CODES), IRON CUTTINGS,AND OTHER REFUSE. EXTERNAL VAPOR BARRIER UNLESS OTHERWISE NOTED ON PLANS. AND BEING DIFFUSED AT THE 5-FOOT LEVEL TO A VELOCITY NOT GREATER THAN 50 FPM Portland Office: 4. FOLLOW MANUFACTURER'S DIRECTIONS WHERE THEY COVER POINTS NOT B.INSULATION TO BE SECURED TO DUCTWORK WITH 20-GAUGE SNAP WIRES 24 INCHES ON AND A TEMPERATURE DIFFERENTIAL NOT GREATER THAN 1.5°F.UNITS ARE ALSO SELECTED 1430 SE 3rd Ave, Ste 200 SPECIFICALLY INDICATED. IF THEY ARE IN CONFLICT WITH THE DRAWINGS AND DIVISION CENTER AND AT ALL JOINTS.JOINTS AND SEAMS LAPPED A MINIMUM OF 3 INCHES AND SO AS NOT TO EXCEED THE NC-30 CURVE. Portland, OR 97214 23 SPECIFICATIONS,OBTAIN CLARIFICATION BEFORE STARTING WORK. SEALED WITH JACKET TAPE. D.CEILING SUPPLY DIFFUSER(C-1): PERFORATED FACE MODULAR DIFFUSER WITH T: (503) 239-7377 ADJUSTABLE MODULAR CORE,STEEL PANEL,SQUARE OR RECTANGULAR NECK SIZE AS F: (503) 239-7327 G.SHOP DRAWINGS: C.REFRIGERANT PIPING INSULATION: www.ADarchitects.com 1. THE CONTRACT DRAWINGS INDICATE THE GENERAL LAYOUT OF DUCTWORK,AND 1. ELASTOMERIC:EXPANDED CLOSED CELL,0.27 PER-INCH MAXIMUM K-FACTOR AT 75 INDICATED,DISCHARGE PATTERN AS INDICATED, LAY-IN TEE BAR CEILING, OR SURFACE EQUIPMENT.COORDINATION WITH OTHER TRADES AND WITH FIELD CONDITIONS WILL BE DEGREES F MEAN TEMPERATURE,220 DEGREES F MAXIMUM SERVICE RATING WITH MOUNTED AS REQUIRED(COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLAN), REQUIRED. FOR THIS PURPOSE, PREPARE SHOP DRAWINGS OF ALL DUCTWORK AND FITTING COVERS AND PAINTABLE SURFACE. WHITE BAKED ENAMEL FINISH,TITUS PMC. EQUIPMENT INSTALLATIONS. 2. REFRIGERANT SUCTION HOT GAS PIPING: 1-114"AND SMALLER TO HAVE 1"INSULATION. E.CEILING RETURN/EXHAUST GRILLE(C-2): PERFORATED FACE MODULAR CEILING GRILLE, 2. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO BEGINNING FABRICATION.ADDITIONAL 1-1/2"AND ABOVE TO HAVE 1-1/2"INSULATION. STEEL PANEL,WITH DUCT ADAPTERS FOR ROUND OR RECTANGULAR AS INDICATED,LAY-IN SHOP DRAWINGS MAY BE REQUESTED WHEN IT APPEARS THAT COORDINATION ISSUES 3. SEAL JOINTS IN ELASTOMERIC INSULATION WITH ADHESIVE. TEE BAR CEILING,OR SURFACE MOUNTED AS REQUIRED(COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLAN),WHITE BAKED ENAMEL FINISH,TITUS PAR. ARE NOT BEING RESOLVED IN THE FIELD OR WHEN THERE IS A QUESTION AS TO 4. EXTERIOR INSULATION PAINTED WITH TWO COATS OF SPECIFIED PAINT IN ACCORDANCE F.INSTALL ALL DIFFUSERS TIGHT TO THEIR RESPECTIVE MOUNTING SURFACES. INSTALLEDD PRq��' WHETHER CONTRACT DOCUMENTS ARE BEING COMPLIED WITH OR THE DESIGN INTENT WITH THE MANUFACTURER'S INSTRUCTIONS AND ENCASE IN METAL JACKET. PLUMB AND TRUE WITH ROOM DIMENSIONS AND ACCURATELY CENTERED ON PROJECTIONS -. GIN* '1/ IS BEING MET. 23 3101 HVAC DUCTS AND CASING LOW PRESSURE AS SHOWN ON THE ARCHITECTURAL REFLECTED CEILING PLANS. 40+ 84 60225PE H.PRODUCT DATA: A WORK SHALL BE PERFORMED BY QUALIFIED, EXPERIENCED MECHANICS, IN ACCORDANCE 23 8100 DECENTRALIZED UNITARY HVAC EQUIPMENT - AT 1. SUBMIT PRODUCT DATA FOR REVIEW ON ALL SCHEDULED PIECES OF EQUIPMENT. WITH THE MANUAL OF DUCT AND SHEET METAL CONSTRUCTION OF THE SHEET METAL AND ' • / PART 1 GENERAL �" h ' 2. DATA SHEETS SHALL INCLUDE CAPACITIES, RPM, BHP, PRESSURE DROP, DESIGN AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION AND THESE SPECIFICATIONS. 1.01 SUMMARY 'o ° 7-°_,‘\>>,�, oy � � OPERATING PRESSURES,TEMPERATURES, MOTOR MANUFACTURER'S WHERE B.DUCT SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH NFPFA 90A AND UL 181 LISTED A.THIS SECTION INCLUDES: "NDREW '"' It`e'1 t APPLICABLE,AND OPERATING WEIGHTS. CLASS 1 AIR DUCTWORK AND COMPONENTS. I. UPON COMPLETION OF PROJECT, PROVIDE 2D AS BUILT DRAWINGS REFLECTING ANY AND C.PROVIDE SUBMITTALS CONTAINING SCHEDULES OF DUCT CONSTRUCTION STANDARDS, 1. SPLIT SYSTEM AIR CONDITIONING UNIT s os-�0-200 ALL CHANGES TO DESIGN DOCUMENTS MADE DURING CONSTRUCTION. SHOP DRAWINGS SHOWING MATERIALS AND CONSTRUCTION DETAILS FOR DUCTWORK, 1.02 RELATED SECTIONS J. UPON COMPLETION OF PROJECT,PROVIDE(1)OPERATION AND MAINTENANCE MANUAL. SUPPORTS AND SEISMIC RESTRAINTS. A.DIVISION 01,GENERAL REQUIREMENTS INSTRUCT OWNER THOROUGHLY IN PROPER OPERATION OF EQUIPMENT AND SYSTEMS, IN D.SEISMIC RESTRAINTS AND ANCHORAGES SHALL RESIST SEISMIC FORCES AS SPECIFIED IN B.DIVISION 23,HEATING,VENTILATING,AND AIR CONDITIONING(HVAC) i ACCORDANCE WITH MANUFACTURER'S INSTRUCTION MANUALS. THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE FOR THE SEISMIC ZONE IN 1.03 SUBMITTALS 0 23 05 29 HANGERS,SUPPORTS,AND ANCHORS FOR HVAC WHICH THE PROJECT IS CONSTRUCTED AND SHALL BE IN ACCORDANCE WITH THE LATEST A.SUBMIT THE FOLLOWING: A.WHEN SUPPORTS,ANCHORAGES,AND SEISMIC RESTRAINTS FOR EQUIPMENT,AND EDITION OF THE SMACNA"SEISMIC RESTRAINT MANUAL-GUIDELINES FOR MECHANICAL 1. SHOP DRAWINGS SHOWING DETAILS OF CONSTRUCTION, DIMENSIONS,ARRANGEMENT SYSTEMS"FOR THE SEISMIC HAZARD LEVEL CORRESPONDING TO THE SEISMIC ZONE IN This document is the property of the Owner and is SUPPORTS AND SEISMIC RESTRAINTS FOR DUCTWORK AND EQUIPMENT ARE NOT SHOWN OF COMPONENTS, ISOLATION, FILTERS, ETC. not to be used without his written permission THE DRAWINGS,THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR DESIGN. WHICH THE PROJECT IS CONSTRUCTED. m 2. PRODUCT DATA SHOWING PERFORMANCE DATA,STANDARD ITEMS,AND ACCESSORIES, co B.SEISMIC RESTRAINTS AND ANCHORAGES SHALL RESIST SEISMIC FORCES AS SPECIFIED IN E.DUCTWORK SHALL BE FABRICATED FROM GALVANIZED STEEL,WITH ALL MINIMUM GAUGES, OPERATING WEIGHT. Project Architect Approval: THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE FOR THE SEISMIC ZONE IN DUCT CONSTRUCTIONS,JOINT REINFORCEMENTS, FITTINGS, HANGERS AND SUPPORTS IN "' ACCORDANCE WITH SMACNA"HVAC DUCT CONSTRUCTION STANDARDS-METAL AND 3. FLOW DIAGRAMS AND PIPE SIZING FOR REFRIGERANT SYSTEMS. ci WHICH THE PROJECT IS CONSTRUCTED, 4. OPERATING AND MAINTENANCE DATA, in C.SEISMIC RESTRAINTS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE FLEXIBLE", LATEST EDITION. N SMACNA"SEISMIC RESTRAINT MANUAL-GUIDELINES FOR MECHANICAL SYSTEMS"FOR THE F.DUCTS SHALL BE CONSIDERED LOW PRESSURE WHEN DESIGN VELOCITIES ARE 2000 FPM 5. TESTING SUBMITTALS: cT o SEISMIC HAZARD LEVEL CORRESPONDING TO THE SEISMIC ZONE IN WHICH THE PROJECT IS OR LESS AND MAXIMUM STATIC PRESSURE IS 2 INCHES W.G.POSITIVE OR NEGATIVE. a. PROVIDE TEST PLAN AND TEST PROCEDURES FOR APPROVAL. Architect/Engineer Of Record: a CONSTRUCTED. 1. THE FOLLOWING DUCTWORK CONSTRUCTED IN ACCORDANCE WITH MINIMUM b. EXPLAIN IN DETAIL,STEP-BY-STEP,ACTIONS AND EXPECTED RESULTS TO o D.FABRICATE SUPPORT MEMBERS FROM WELDED STANDARD STRUCTURAL SHAPES, PIPE, REINFORCEMENT REQUIREMENTS FOR STATIC PRESSURE CLASS OF 1/2-INCH W.G. DEMONSTRATE COMPLIANCE WITH THE REQUIREMENTS OF THIS SPECIFICATION AND ocN AND PLATE TO CARRY THE NECESSARY ROLLERS, HANGERS,AND ACCESSORIES AS POSITIVE OR NEGATIVE. METHODS FOR SIMULATING NECESSARY CONDITIONS OF OPERATION TO ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE WNED BY AND ARE THE PROPERTY OF ANDERSON o0 REQUIRED.SUPPORT PIPING LESS THAN 4-INCH PIPE SIZE FROM OR BY PREFABRICATED a. SUPPLY, RETURN OR EXHAUST DUCTWORK SERVING FANS SCHEDULED TO OPERATE DEMONSTRATE PERFORMANCE OF THE SYSTEM. SH ETS ARCHITECTSS,,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,DABROWSKI DEAS, WITHOUT THE 8 ROLL-FORMED CHANNELS WITH NECESSARY ACCESSORIES TO ADEQUATELY SUPPORT AT LESS THAN 1/2-INCH W.G. C. TEST PLAN AND TEST PROCEDURES DEMONSTRATE CAPABILITY OF SYSTEM TO REPRODUCTIONS, PERROIDSSION of AN ANDERSON DESIGNS, ABROWSKII ARCHITECTS,LCIS PROHIBITED BY TAW.. o PIPING SYSTEM. b. SUPPLY, RETURN,OR EXHAUST BRANCH DUCTWORK WHICH SERVES ONE OR TWO MONITOR AND CONTROL EQUIPMENT AND TO ACCOMPLISH CONTROL AND Facility ct: MONITORING SPECIFIED. .- E.INSTALL ALL SUPPORT SYSTEMS AS DETAILED AND IN ACCORDANCE WITH INLETS/OUTLETS. TIGARD DENTAL OFFICE MANUFACTURER'S RECOMMENDATIONS.PROVIDE PIPE RACKS, PIPE STANDS,TRAPEZE 2, THE FOLLOWING DUCTWORK CONSTRUCTED IN ACCORDANCE WITH MINIMUM 23 34 00 HVAC FAN 7105 SW HAMPTON 0 HANGERS, ETC.,AS REQUIRED AND AS DETAILED ON THE DRAWINGS. REINFORCEMENT REQUIREMENTS FOR STATIC PRESSURE CLASS OF 1-INCH W.G. A.SUBMIT SHOP DRAWINGS AND PRODUCT DATA, 23 05 53 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT POSITIVE OR NEGATIVE. B.FANS: FAN WHEEL TO BE SINGLE WIDTH,SINGLE INLET,BACKWARD-INCLUDED BLADE.ONE TIGARD, OREGON 97223 8, A.TAG ALL MECHANICAL EQUIPMENT WITH ENGRAVED NAMEPLATES.NAMEPLATES SHALL BE a. SUPPLY, RETURN,OR EXHAUST DUCTWORK SERVING FANS SCHEDULED TO OPERATE PIECE HEAVY GAUGE SPUN ALUMINUM CONSTRUCTION WITH STEEL INLET BELL AND Project 1/16-INCH THICK,3 X 5 LAMINATED 3-PLY PLASTIC,CENTER PLY WHITE,OUTER PLY BLACK. AT LESS THAN 1 INCH W.G.ON SUPPLY FANS PRESSURE DROPS FOR LOUVERS, ARRANGED FOR CURB MOUNTING. TIGARD DENTAL OFFICE 0 FORM LETTERS BY EXPOSING CENTER PLY. COILS,CLEAN FILTERS,AND SOUND TRAPS MAY BE DELETED FROM SCHEDULED FAN C.MOTORS: INTEGRALLY MOUNTED 1,800 RPM MAXIMAUM WITH PRE-LUBRICATED SEALED OHAP AND STERILE 1 B.IDENTIFY UNIT WITH EQUIPMENT TAG AS SHOWN ON DRAWINGS AND AREA SERVED. STATIC. BALL BEARINGS. TENANT IMPROVEMENT C.SUBMIT EQUIPMENT NAMEPLATE DIRECTORY PRIOR TO FABRICATION AND INSTALLATION OF b, SUPPLY, RETURN,OR EXHAUST DUCTWORK SERVING MULTIPLE DUCT BRANCHES D.DRIVE: DIRECT DRIVE MATCHED TO FAN LOADS, N NAMEPLATES. WHERE CONTRACTOR CAN DEMONSTRATE THAT PRESSURES WILL NOT EXCEED 1 E.FAN WHEEL AND MOTOR MOUNTED ON INTEGRAL DOUBLE DEFLECTION NEOPRENE 0o INCH W.G.POSITIVE OR NEGATIVE. Sheet Title D.ATTACH TO PROMINENT AREA OF EQUIPMENT, EITHER WITH SHEET METAL SCREWS, BRASS ISOLATORS. SPECIFICATIONS °0 CHAIN,OR CONTACT CEMENT AS APPLICABLE. G.LONGITUDINAL SEAMS ON RECTANGULAR DUCT SHALL BE PITTSBURGH OR BUTTON PUNCH F.ROOF CURB: PROVIDE ROOF ADAPTER CURB FOR MOUNTING NEW FANS TO EXISTING MECHANICAL 3 SNAP LOCK.SNAP LOCK SEAMS FOR ROUND DUCT MAY BE USED ONLY ON DUCTS E.INCLUDE FINAL COPY OF NAMEPLATE DIRECTOR IN OPERATION AND MAINTENANCE MANUAL. CURBS. 23 05 93 TESTING,ADJUSTING,AND BALANCING FOR HVAC CLASSIFIED FOR 1/2 INCH W.G.LONGITUDINAL SEAMS FOR ROUND DUCTS USING LAP AND G.INSTALLATION: DEMO EXISTING ROOF MOUNTED EXHAUST FANS. EXISTING ROOF CURB AND RIVET,SPOT WELD,OR FILLET WELD MAY BE USED ONLY ON DUCTS CLASSIFIED FOR ROOF PENETRATION TO REMAIN, INSTALL NEW ROOF MOUNTED EXHAUST FANS ON iz A.THE CONTRACTOR SHALL PROCURE THE SERVICES OF AN INDEPENDENT BALANCE AND STATICS 1 INCH W.G.OR LESS. Fac No: OR038-1 Bldg No: 1 Floor Lev: 1 Section: 1 E TESTING AGENCY,APPROVED BY THE ARCHITECT,WHICH SPECIALIZES IN THE BALANCING EXISTING CURBS. PROVIDE ADAPTER CURB TO MOUNTING TO EXISTING CURBS. INSTALL H.JOINING AND REINFORCING SYSTEMS MANUFACTURED BY DUCTMATE,ROLOC,OR TDC ARE ADAPTER CURB PER MANUFACTURERS RECOMMENDATIONS.REFER TO ELECTRICAL Scale DCA No. DCA No AND TESTING OF PLUMBING, HEATING,VENTILATING,AND AIR CONDITIONING SYSTEMS,TO ACCEPTABLE. DUCTMATE 35 IS EQUIVALENT TO SMACNA"J",AND DUCTMATE 25 IS DRAWINGS FOR RELATED ELECTRICAL SCOPE. Permit No. Permit No 0o BALANCE,ADJUST AND TEST WATER CIRCULATING AND AIR MOVING EQUIPMENT AND AIR EQUIVALENT TO SMACNA"F". Drvvn By AV Sheet DISTRIBUTION OR EXHAUST SYSTEMS AS HEREIN SPECIFIED. B.THE TESTING AGENCY SHALL PROVIDE PROOF OF HAVING SUCCESSFULLY COMPLETED AT I. USE OF ADJUSTABLE ROUND ELBOWS NOT PERMITTED. REFERENCE ONLY Chckd By DAW NOT APPROVED WITH THIS PERMIT M O.3 E Issue Date 12/30/19 \ z ry 0 ii v 0 a 0 5' 50' 0 5' 25' 0 1' 12' 0 1' 6' 0 4' 0 1' 3' 0 2' 0 1' 11111 I l l l l l l l l 111111 I I I I 1 ,1 .111111111111 II,II1IIIII11 1 1 1 1 , 1 i 1 1 l IIIIIIIlIIILI I 1 1 I 1 l IIIIIIIIIIIII I 1 I 1 limilimil I I 1 , „ „ I , . . . , 1 GRAPHIC SCALES: 1/16' = 1' -0' 1/8' = 1' -0' 1/4' = 1' -0' 1/2' = 1' -0' 3/4' = 1' -0' 1' = 1' -0' 1-1/2' = 1' -0' 3' = 1' -0' If this sheet is not 24' x 36' it is a reduced print GENERAL NOTES: A.ALL EXISTING CONDITIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. B. PATCH AND REPAIR ALL OPENINGS MADE BY REMOVALS. C. DEMOLITION WORK SHALL INCLUDE BUT NOT BE LIMITED KAISER PERM01I ® TO THE FOLLOWING: REMOVAL OF EQUIPMENT,SUPPORTS, Kaiser Permanente ANCHORS, PIPING, DUCTWORK AND ALL APPURTENANCES WHERE INDICATED ON THE PLANS. D. REMOVE MECHANICAL EQUIPMENT, DUCTS, PIPING AND ____ ASSOCIATED ITEMS AS SHOWN OR RELATED TO EQUIPMENT --•• TO BE REMOVED.CAP DUCTWORK OR PIPING AT NEAREST iii �.... viii pA E LIVE BRANCH. `�i~ E. CONTRACTOR SHALL COORDINATE ALL SHUTDOWNS WITH OWNER AND PROVIDE TEMPORARY DUCTWORK AND Pae engineers.com EQUIPMENT AS REQUIRED DURING CONSTRUCTION TO KEEP AREAS OUTSIDE OF THE PROJECT SCOPE FULLY FUNCTIONAL DURING CONSTRUCTION. Revisions F. PRIOR TO ANY CHANGES IN THE EXISTING SYSTEM, MEASURE THE AIRFLOW RATES AT EACH SUPPLY, RETURN, No. Revisions By Date Appr. \ - AND EXHAUST REGISTER WITHIN THE PROJECT AREA. 1 ,____ _, -[... [ - )1 - )1 i , =1j 0 NOTES: 1. DEMO EXISTING EXHAUST HOOD, BRANCH DUCTWORK, I I i I 1 I I MAIN DUCTWORK,AND ROOFTOP EXHAUST FAN RV-1. i = PATCH AND REPAIR CEILING MADE BY REMOVAL. l ANDERSON - - --1 © 1oxlo DABROWSKI i 0 I ��, WTAGN © 6x6 ARCHITECTS I 121 I ti -�. 1 �. 800 /° Q 8x8 DI L L C Q 8x8 Portland Office: 1430 SE 3rd Ave, Ste 200 E 22x14 © 10x8 Portland, OR 97214 T: 503 239-7377 a J E 6x6 F: (503) 239-7327 I I �J I 1- N ' '' I '�� I ' I — www.ADarchitects.com EE 8x8 Q 16x12— pir• Nil HLW ©© 80012X8 \ 0 \ -------7\- " =� 1 - 0 22x14 E 6x6 I l _O IC INSPR II IP7- AIX!. 133 i O I _.,.� T T� - � pRar - ,:j_ I 1-1I I - M, M. - -2 EVSRM 7", f 115 ---- rt - mil ' — I 136 I GIN$ / Ark C-1 n„- --1-- II I 24 - MOM'IN II In g, 44 ` 60225PE �I I I I Q 6x6 ® 22x14 I I oxo L J !PERI \\ Jj - �� I }.1 �I ` .__I_____, N I 131 J �� II , to�* 70 2��h �� 1 �,. .I Io 0 90 � `� L- — - i 1vir --- 0[ ANDREW ��� rai.e.►* G - .. — — ii I TLGEN I EXPIRES 06-30-2020 i �1 - J �... r ' J - I 137 I -. HALL dv 130 112' X 120.-r 1-; ; I I r--� i I 13S 90 �---^ 014x12 \ r '" '__Z, ALLW ►:�i ): �' ©® ° i Oa 1 rC _ 041 I 132 I r n �� l - Q16x14 `` •--,15 i_ m IIT/ t - -1- 's - , "="-- , I i oil — ---°_- © 6x6 e , _I\ ° JWAG _N r ' 0 6x6 _ This document is the property of the Owner and is © 150 ,• I 12��_-'1 _ -111 —, TLGEN — not to be used without his written permission rn — I 138 I - . ,_ ., / I I - 1N ' O22x14 .mI ___= 1 s9 - 1714 I �- Project Architect Approval: it OL • �I A _ ;/ vi 135 --- iL;y/ ir ./ ft.: j-L - 6 ii I ,I I- _ N li --Yt.i• --- -- , --- X 120 .t, © 8x4 -_ _ -u _' -------- -- i--- . 8x8 E I Architect/Engineer Of Record: j - c '126 l 'y Q RV-1 ="� II g :1 24x14 ©� 0 ' E 18x4 N (RUUr LEVEL) 0 I , R-� ]-4 14118 1zs 210 OX 14x14 UP — A ©© — ALL IDEAS,DESIGNS,ARRANGEMENTS, DRA4MNGS.AND PLANS SET FORTH ON THESE OE 8x8 © 12x8 7 SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI I ARCHITECTS,LLC- ANY USE, REUSE,OR DISCLOSURE OF SAID PLANS, Z , ,r/ O 16x10 REPRODUCTIONS, IDEAS, DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN (___ I - -- I-� 4� PERMISSION OF ANDERSON DABROWSKI ARCHITECTS.LLC.IS PROHIBITED BY LAW 0 1 I 1/, _ Facility 95 E © 1L (TYP3) TIGARD DENTAL OFFICE 0 620 E 10x10 . 16x12 7105 SW HAMPTON O 40x14 UP 2 0 85 I TIGARD, OREGON 97223 010x14 Project )0, 40x14 UP '"TAGN � 107 I TIGARD DENTAL OFFICE Nr 1 T OHAP AND STERILE TENANT IMPROVEMENT 1 u) N 7 Sheet Title 7 DEMOLITION FLOOR PLAN N 1 DEMOLITION FLOOR PLAN - MECHANICAL MECHANICAL CI) il: M1.1 SCALE: 114" = 11-0" Fac No: OR038-1 Bldg No: 1 Floor Lev 1 Section: 1 v Scale DCA No. DCA No Permit No. Permit No 66 Drwn By AV Sheet ti REFERENCE ONLY Chckd By DAW M1 . 1 w t NOT APPROVED WITH THIS PERMIT Issue Date 12/30/19 z N Di O 0 0 5' 50' 0 5' 25' 0 1' 12' 0 1' 6' 0 4' 0 1' 3' 0 2' 0 1' I 111111 I I I I I III 111111 I 1 1 1 41 1 1 1 I I I I I I I I 1ILIkIIIIII1I 1 1 1 1 1 1 1 1 1 1 I, ,, ,, 1i. , I I 1 1 I 1 1 1 „ „ . 1 , . . 1 I I I 1 I E l „ 1 , , , , L I I I I „ 1 , , , . , I GRAPHIC SCALES/ 1/16' = 1' -0' 1/8' = 1' -0' 1/4' = 1' -0' 1/2' = 1' -0' 3/4' = 1' -0' 1' = 1' -0' 1-1/2' = 1' -0' 3' = 1' -0' If this sheet is not 24' x 36' it is a reduced print GENERAL NOTES: A. PROVIDE VOLUME DAMPER AT EACH BRANCH OUTLET/INLET. B. RUN DUCTS AND PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE,AND CLEAR OF CEILING INSERTS.ALL KAISER PEJM1NEfJT'E. DUCTWORK SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO WALL AND UNDERSIDE OF BEAMS AND JOISTS. Kaiser Permanente C.ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN PIPING AND DUCTS (INCLUDED DIVIDED DUCTS)AND TRANSITIONS AROUND _ OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL ..""' COST TO THE OWNER. 4 ��.i. i= •iii !.o pA E D.VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED DRAWINGS.VERIFY AND PROVIDE DUCT TRANSITIONS TO FURNISHED EQUIPMENT. pae-engineers.com FIELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE FABRICATION. E. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS Revisions FOR EXACT LOCATIONS OF AIR DEVICES. No. Revisions By Date Appr. \ 1 F.ALL DETAILS APPLY TO THIS SHEET WHETHER TAGGED 7--------.) I r— — OR NOT. : \ i G.THIS DRAWING IS DIAGRAMMATIC AND DOES NOT SHOW EVERY OFFSET, BEND,TEE,OR ELBOW WHICH MAY BE I REQUIRED TO INSTALL WORK IN THE SPACE PROVIDED AND AVOID CONFLICTS. FOLLOW THE DRAWING AS CLOSELY AS IS PRACTICAL TO DO SO AND INSTALL ADDITIONAL BENDS, '[ 1 171,-. 8x10 OFFSETS AND ELBOWS WHERE REQUIRED BY LOCAL ANDERSON IQ 10CONDITIONS FROM MEASUREMENTS TAKEN AT THE DABROWSKI Q 6x6 BUILDING. WTAGN ARCHITECTS — _l__ soo I 121 I -.. -.y � ;� I © x8 � `� 'o L L C 0 8x8 Portland Office: E 22x14 O 1430 SE 3rd Ave, Ste 200 K FCU-1 0 © 10x8 O NOTES: Portland, OR 97214 ACCU-1 0 'NE 6x6 I I I 1.COORDINATE FINAL CONNECTION TO CUSTOM F: (503)503 239-732777 �' i it I I I O 16x12 I 1 - STERILIZER CABINETS IN FIELD DURING CONSTRUCTION. www.ADarchitects.com ® 8x8 50 I �� E v SEE 31M5.1 AND ARCHITECTURAL DRAWINGS AND V © H LW ELEVATIONS FOR MORE INFORMATION. \/ 4 \\\ti 800 O 10x8 0 125 /_ 2. LOCATE FCU-1 ON WALL ABOVE DOORWAY. COORDINATE Q C 7 EXACT LOCATION WITH OWNER. INSTALL EQUIPMENT PER QE 12x8 ' T.\ -.� _ — — — Q 22x14 MANUFACTURES RECOMMENDATIONS. ® 6x6 1 = 1NSPR _� I 133 R 3. INSTALL ACCU-1 ON ROOFTOP.VERIFY LOCATION WITH i == sa - I EVSRM OWNER. ROUTE REFRIGERANT PIPING FROM ACCU-1 . ` Pp��`r1), 240 ISI i` r—-- ~� ---- -- - - ��",if"NL - 136 THROUGH ROOF AND CONNECT TO FCU 1.SEE 4/M5.1 FOR t rvg `U/ 0-1 ® - \` \E. 124MORE INFORMATION.- _ _ 06x6j • 60225PE 0 22x14 �< 1 Z co "d" IPERI EL IKa 4. RE-BALANCE EXISTING DIFFUSER AS SHOWN. Air , ; �,,, ti I 100 t ` 1 �.■ =mom N I 131 �' it ,0I - ''�o 2p0`' �4 C-3 5. INSTALL EF-1 ON ROOFTOP AT EXISTING FAN CURB. 4 (nP 3) a^ IR11:E] `J u"O 9ti 0 7 INSTALL NEW CONTROL DAMPER IN DUCTWORK. PROVIDE �HdREW `R\� IZ.e•i f 110 `,1 �/ TLGEN ADAPTER CURB. SEE M515.01 FOR MORE INFORMATION. 06-30-2020 CORES C-3 `� a� IPERI 137 — I (TYP 3) b y 12x6 10x4 / I 130 I H13: ig E 14x12 ,. (TYP) (TYP}0 ALLW DQ 1K) © 90 [ , � O —T i ill „_,. 132 I J I�, 12x12II Fi°' 016x14 �iL'�_ � - � / © 6x6 .."� . [ ]ii E I `� - WAGLN r� © 6x6 L This document is the property of the Owner and is °' 0 150 - I 127 I,__ _ TLGEN — not to be used without his written permission �� 138 '- r =-, — — IPERI pq -Km Q 22x14 ____ $ 1,� iii ProjectArchitectApproval: 1 \17.78\171- Q 1 I © 135 r� —ir — N =� © 8x4 8 __ I _. �' 1 1 L13DPR _ / / © 8x8 I f'9 Architect/Engineer Of Record: 00 1i < EF-1 © s e I 1126 I S(RUUF LtvtL) � 1gam_ 07. O 24x14 HALLW 018X4 i [ NJ �L_-----__I I r i / I 128 210 r i- — I O 8x8 © 12x8 I �CR ©® ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS AND PLANS SET FORTH ON THESE D SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS,LLC ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS, , — 1 ®16x10 REPRODUCTIONS,IDEAS,DESIGNS,ANDIOR ARRANGEMENTS WITHOUT THE WRITTEN 0 M I hT PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BY LAW. Aii 40 — a_ 0 95 ©® Facility (TYP 3) TIGARD DENTAL OFFICE ,_ © 620 VI C.10x10 :// ..■.,I■ 3 0 16x12 7105 SW HAMPTON --- QE 40x14 UP 85 TIGARD, OREGON 97223 0OE 10X14 © Project �im ) E 40x14 UP WTAGN TIGARD DENTAL OFFICE r 107 . �` OHAP AND STERILE 1 TENANT IMPROVEMENT I I Sheet Title FLOOR PLAN co MECHANICAL NJ 1 FLOOR PLAN - MECHANICAL 0 hi LT. M2.1 SCALE: 1/4” = 1'-0" Fac No: OR038-1 Bldg No: 1 Floor Lev: 1 Section: 1 E Scale DCA No. DCA No in NJ Permit No. Permit No 00 Drwn By AV Sheet ni E i= Chckd By DAW a) -aiREFERENCE ONLY � M2. 1 E NOT APPROVED WITH THIS PERMIT Issue Date 12/30/19 co oz N CD itv 6 0 5' 50' 0 5' 25' 0 1' 12' 0 1' 6' 0 4' 0 1' 3' 0 2' 0 1' 111111 1 1 1 1 1 I 1 1 I 1 I 1 111 1 I I I 1 , 1. 111111MM IlnlIlInIll 11 I 1 I 1 I 1 1 1 I, iFiilmi , 1 11 1 I 1 1 I I „ I , I I I I I I I I 1 I I Iiiiiillitill I 1 1 I I I I I I , , 1 , I 1 GRAPHIC SCALES: 1/16' = 1' -0' 1/8' = 1' -0' 1/4' = 1' -0' 1/2' = 1' -0' 3/4' = 1' -0' 1' = 1' -0' 1--1/2' = 1' -0' 3' = 1' -0' If this sheet is not 24' x 36' it Is a reduced print r ---.... si• KAISER PERMANENTE.i 4.. Kaiser Permanente SPIN-IN FITTING WI :11331)- VOLUME DAMPER —\\,.....\\ :=2:::: '""'— ..... N•r„iii =iii41.000041 FLEX. DUCT ••� � PA E REFRIGERANT LINES r_ _ A === pae-engineers.com • 1 e ' REFER TO ARCHITECTURAL jyDENSINT FOR ROOF CURB DETAIL . IN / ,)-- \I X. it O No. Revisions By Date Appr. ,,/._-----,- li 1,, _, 1 CEILING SUPPLY BRANCH —/i ROOF GALVANIZED SHEET METAL HOOD. SECURE WITH APPLICABLE j <)<XX)<><XX><)<)<)< xxxxxx ,r,i FASTENERS. FIRE RATED CAULKING Q NOTES: COMPOUND AND SEALANT. 0 1.5 DIA. MINIMUM FLEX DUCT RADIUS (6'MAX LENGTH). ANDERSON PACK AIR TIGHT. WHERE 1.5 DIA. TURN CAN NOT BE MET USE DETAIL 2/M5.01 DABROWSKI TYPICAL ROUND TYPICAL ROUND ARCH ITECTS 4 NECK T—BAR DIFFUSER 1 NECK T-BAR DIFFUSER LLC M5.01 SCALE: NONE M5.01 SCALE: NONE Portland Office: 1430 SE 3rd Ave, Ste 200 Portland, OR 97214 ALTERNATE T: (503) 239-7377 LOCATION F: (503) 239-7327 www.ADarchitects.com K. ,y= = FLEX. DUCT(6' MAX LENGTH) SPIN-IN FITTING WI T //[ VOLUMEDAMPER 0 , 0 EXISTING — f► itir WALL MOUNTED SWITCH il V 1,Gz Ng4t,./-(10—)1 — Yaw- EF-1 1 60225PE I 1 <0 I° V%>>1?. ANDREW * . /'j•t-!f II 'MRS 06-30-2020 I tk. - A \ lvvvv>evvyy>evv)eyvv>evv4 CEILING 6'-0" MAX. LENGTH / SUPPLY BRANCH 0 NOTES: i 1. INTERLOCK AUTOMATIC DAMPER TO OPEN/CLOSE WITH FAN OPERATION. TYPICAL SQUARE NECK SQUARE 5 EXHAUST FAN CONTROL 2 T—BAR DIFFUSER This document is the property of the Owner and is ki M701 SCALE: NONE M5.01 SCALE: NONE not to be used without his written permission Project Architect Approval: rn iri m in I Architect/Engineer Of Record: EF-1 0 630 CFM N O ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI c ,t2 ARCHITECTS, LLC, ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS, REPRODUCTIONS,IDEAS, DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN O PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BY LAW. Elp 2 0_ Facility 630 CFM TIGARD DENTAL OFFICE IT+ + 7105 SW HAMPTON �, 210 CFM 210 CFM 210 CFM TIGARD, OREGON 97223 d Project v v LL v v o0 o Q a TIGARD DENTAL OFFICE a o r o DHAP AND STERILE - - TENANT IMPROVEMENT 1 LU N STERILIZER ,X STERILIZER STERILIZER co MODULE MODULE MODULE Sheet Title 2 DETAILS Do MECHANICAL N ai STERILIZER STERILIZER STERILIZER Liz MODULE MODULE MODULE Fac No: OR038-1 Bldg No: 1 Floor Lev: 1 Section: 1 g Scale DCA No. DCA No Lr7 Permit No. Permit No 66 Drwn By AV Sheet a6 E 3 STERILIZER EXHUST AIRFLOW DIAGRAM Chckd By DAW -. ? M5.01 SCALE: NONE Issue Date 12/30/19 M5. 1 upz N a) REFERENCE ONLY Q NOT APPROVED WITH THIS PERMIT 0 5' 50' 0 5' 25' 0 1' 12' 0 1' 6' 0 4' 0 1' 3' 0 2' 0 1' 111111 1 1 1 1 1 1 1 I I 11111 1 I 1 I 1 1, 11 I I 1 1 1 1 1 1 1 1n1111mp1 1 1 1 1 1 1 1 1 1 1 111„ 11 [11111 I1 I 1 1 1 Iiiiiiiii , ii1 I 1 I 1 I , , I „ , I I I I , „ I , " , . 1 GRAPHIC SCALES 1/16' = 1' -0' 1/8' = 1' -0' 1/4' = 1' -0' 1/2' = l' -0' 3/4' = I' -0' 1' = 1' -0' 1-1/2' = 1' -0' 3' = 1' -0' If this sheet Is not 24' x 36' it Is a reduced print MISC. FITTINGS & SYMBOLS FIRE PROTECTION SYMBOLS SPECIALTY PIPING GENERAL NOTE DIRECTION OF FLOW r FIRE PROTECTION MA MA MEDICAL AIR THIS ISA STANDARD LEGEND SHEET, THEREFORE, SOME SYMBOLS MAY 03 DIRECTION OF SLOPE 3PR FIRE SPRINKLER MCW MCW MEDICAL COLD WATER APPEAR ON THIS SHEET THAT DO NOT APPEAR ON THE DRAWINGS. PIPE SLEEVE DP DRY PIPE SPRINKLER MG MG MEDICAL GAS KAISER PERMANENTE D h REDUCER PA PRE-ACTION SYSTEM MV MV MEDICAL VACUUM Kaiser Permanente 'NSF' WET STANDPIPE PLUMBING PIPING X ANCHOR N20 N20 NITROUS OXIDE T ELBOW(90°) DSP DRY STANDPIPE 02 02 OXYGEN CSP COMBINATION STANDPIPE W W WASTE (ABOVE GRADE OR FLOOR) ELBOW(45°} W W WASTE (BELOW GRADE OR FLOOR) _...." 1 TEE FDC FIRE DEPARTMENT CONNECTION PW PW PUMPED WASTE (ABOVE GRADE OR FLOOR) ::: N::;; ? GROSS STANDARD PLUMBING ABBREVIATIONS _ _ ,..: �,,, — PW —�-- — PW PUMPED WASTE (BELOW GRADE OR FLOOR) ::::~ PA E ,, SRC STANDPIPE ROOF CONNECTION AF AIRFOIL IE INVERT ELEVATION ___:__ PIPING CONNECTIONS AFF ABOVE FINISHED FLOOR IN INCH(ES) SD SD STORM DRAIN (ABOVE GRADE OR FLOOR) ' IX SO STANDPIPE OUTLET AHP APPARATUS HOUSING PLENUM INSUL INSULATION — —— SD — — SD STORM DRAIN (BELOW GRADE OR FLOOR) JOINT OR COUPLING POINT ALT ALTERNATIVE ISOL ISOLAT(OR)(ION) PSD PSD PUMPED STORM DRAIN (ABOVE GRADE OR FLOOR) pae-engineers.c0m UPRIGHT SPRINKLER HEAD * UNION AL ALUMINUM KW KILOWATT — PSD — — PSD PUMPED STORM DRAIN (BELOW GRADE OR FLOOR) s PENDANT SPRINKLER HEAD APD AIR PRESSURE DROP KWH KILOWATT HOUR OD OD OVERFLOW DRAIN II FLANGED CONNECTION (ABOVE GRADE OR FLOOR) SIDEWALL SPRINKLER HEAD APPROX APPROXIMATELY L LENGTH Revisions 3 CAP ARCH ARCHITECT(URAL) LAT LEAVING AIR TEMP — —— OD — — OD OVERFLOW DRAIN (BELOW GRADE OR FLOOR) II PLUG OR BLIND FLANGES FLOW SWITCH AUTO AUTOMATIC LB POUND D D DRAIN (CONDENSATE/INDIRECT) No. Revisions By Date Appr. o RISER XI SUPERVISED SHUT-OFF VALVE BDD BACKDRAFT DAMPER LDB LEAVING DRY BULB ----- V VENT DRY PIPE VALVE ASSEMBLY o ELBOW UP C�DPV BI BACKWARD INCLINED LF LINEAR FEET - - CW COLD WATER BLDG BUILDING LFT LEAVING FLUID TEMPERATURE HW HOT WATER • ELBOW DOWN BSMT BASEMENT LVG LEAVING -- o TEE UP BTU PAV PRE-ACTION VALVE ASSEMBLY BTU BRITISH THERMAL UNIT LWB LEAVING WET BULB `----~ RHW RECIRCULATING HOT WATER • TEE DOWN BTUH BRITISH THERMAL UNITS PER HOUR LWT LEAVING WATER TEMPERATURE TW TW TEMPERED WATER i HORIZONTAL TEE PLUMBING SYMBOLS CFH CFM CUBIC FEET PER CUBIC FEET PER MINUTER MAX MBH MAXIMUM THOUSAND BTU PER HOUR HTW -- HTW 140°0 HOT WATER !:!:! FLEXIBLE CONNECTION CFS CUBIC FEET PER SECOND MECH MECHANICAL --- RHTW --- RHTW 140 RECIRCULATING HOT WATER ANDERSON a2 BALL JOINTLTBCLG CEILING OR COOLING MFR MANUFACTURER --- RTW --- RTW RECIRCULATING TEMPERED WATER THRUST BLOCK DA B ROWS K pc MECHANICAL COUPLING I I CO CLEANOUT CONC CONCRETE MIN MINIMUM -- LP -- LP LOW PRESSURE HOT WATER CONN CONNECT(ION) MISC MISCELLANEOUS ----- LP ----- LP LOW PRESSURE RECIRCULATING HOT WATER ARCHITECT S C-11 WCO WALL CLEANOUT CONT CONTINUE(ED)(UATION) MTD MOUNTED HP HP HIGH PRESSURE COLD WATER L L C — — — —0 FCO FLOOR CLEANOUT CL CENTERLINE NC NORMALLY CLOSED -- HP -- HP HIGH PRESSURE HOT WATER Portland Office: — — — CTG CLEANOUT TO GRADE DDC DIRECT DIGITAL CONTROL NIC NOT IN CONTRACT 1430 SE 3rd Ave, Ste 200 --- — — —MI FD FLOOR DRAIN DEFL DEFLECTION NO NORMALLY OPEN ---- HP --- HP HIGH PRESSURE RECIRCULATING HOT WATER Portland, OR 97214 --- --- - —0 AD AREA DRAIN DN DOWN OAD OUTSIDE AIR DAMPER DWS DWS DRINKING WATER SUPPLY (CHILLED) T: (503) 239-7377 DP DEW POINT OC ON CENTER DISTANCE DWR DWR DRINKING WATER RETURN (CHILLED) F: (503) 239-7327 — — — —0 CB CATCH BASIN DWDI DOUBLE WIDTH DOUBLE INLET OSA OUTSIDE AIR www.ADarchitects.com — — — —i FS FLOOR SINK DWG DRAWING PH PHASE IW 1W ICE WATER — — — —0 RD ROOF DRAIN EA EXHAUST AIR PP POLYPROPYLENE WW WW WELL WATER — — — —0 OD OVERFLOW DRAIN EAD EXHAUST AIR DAMPER PSI POUNDS PER SQUARE INCH ICW ICW INDUSTRIAL COLD WATER EAT ENTERING AIR TEMPERATURE PVC POLYVINYL CHLORIDE • DOWNSPOUT NOZZLE EDB ENTERING DRY BULB PVS PVC COATED STEEL — — — — M TD TRENCH DRAIN EFF EFFICIENCY R RADIUS EFT ENTERING FLUID TEMPERATURE RAID) RETURN AIR MISC. VALVES & COCKS -- -- --- — MANHOLE (INVERTS IN & OUT) ELEC ELECTRIC(AL) RAD RETURN AIR DAMPERPRtz, ELEV ELEVATION REV REVISION a4 SHUT-OFF VALVE G 1 Ng I.E. I.E. ENGR ENGINEER RH RELATIVE HUMIDITY 1�4 S GLOBE VALVE �fi0225PE EQ EQUAL RPM REVOLUTIONS PER MINUTE D4 SHUT-OFF VALVE W/TAMPER SWITCH SYMBOLS EQUIP EQUIPMENT SA SUPPLY AIR i>71 TRIPLE DUTY VALVE ' ' ' /' ESP EXTERNAL STATIC PRESSURE SCFM STANDARD CUBIC FEET PER MINUTE V +p ao4, 1\1EWB ENTERING WET BULB SD SMOKE DAMPER ® ACCESS PANEL K CAP EXISTING/CAP FOR FUTURE CHECK VALVE coq /11 .12�\�� Q 2-WAY CONTROL VALVE HDREW fa.f•.t EWT ENTERING WATER TEMPERATURE SECT SECTION ® BELOW GRADE / FLOOR ® RELOCATE EXISTING EX EXTRACTOR SENS SENSIBLE 3-WAY CONTROL VALVE I WIRES 06-30-2020 I EXH EXHAUST SIM SIMILAR W BALANCING VALVE © CONNECT TO EXISTING OX REMOVE EXISTING EXIST EXISTING SP STATIC PRESSURE ZFc EXP EXPANSION SPEC SPECIFICATION FLOW CONTROL VALVE 2-2 0 EXISTING TO REMAIN @ NOTE F DEGREES FAHRENHEIT SQ SQUARE SOLENOID VALVE FC FORWARD CURVED SF SQUARE FOOT(FEET)cp � PP FIG FIGURE SQ IN SQUARE INCH(ES) 0-'4 PRESSURE REDUCING VALVE - ', FILT FILTER SS DEMOLITION LEGEND FLEX FLEXIBLE STL STEELLESS STEEL Q Mil AIR VENT (MANUALIAUTOMATIC) RELIEF VALVE notThis to be usedtisthe withoutphis written thee Owner and is FPD FLUID PRESSURE DROP STRUCT STRUCTUR(E)(AL) % permission D REMOVE EXISTING PIPE FPM FEET PER MINUTE SWP SINGLE WALL PLENUM 1 1 STRAINER FPS FEET PER SECOND SWSI SINGLE WIDTH SINGLE INLET IN) Project Architect Approval: FT FEET/FOOT TEMP TEMPERATURE ma STRAINER W/BLOWDOWN NEW AND EXISTING WORK FFT UR FINNED TUBE RADIATOR TSP TOTAL STATIC PRESSURE �jav DRAIN VALVE FIXTUREUNT TYP TYPICAL HB HOSE BIBB N FUT FUTURE V VOLTS — — _w_ — — FV FACE VELOCITY VD VOLUME DAMPER /WH WALL HYDRANT ArchitectlEngineer Of Record: co Q EXISTING WASTE (BELOW GRADE OR FLOOR) GA GAGE/GAUGE VEL VELOCITY El GH GROUND HYDRANT GAL GALLON VERT VERTICAL FZ£TlIB N - - GALV GALVANIZED VFD VARIABLE FREQUENCY DRIVE I& STEAM TRAP ALL IDEAS,DESIGNS,ARRANGEMENTS, DRAWINGS,AND PLANS SET FORTH ON THESE --L--Q EXISTING COLD WATER GLY GLYCOL VTR VENT THROUGH ROOF �J SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI O T ARCHITECTS,LLC. ANY USE,REUSE.OR DISCLOSURE OF SAID PLANS, GPH GALLONS PER HOUR W WIDTH PRESSURE GAUGE REPRODUCTIONS, IDEAS,DESIGNS.AND/OR ARRANGEMENTS WITHOUT THE WRITTEN 0 GPM GALLONS PER MINUTE WG WATER GAUGE PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BY LAW. — — —w— —. —. H HEIGHT WPD WATER PRESSURE DROP * PRESSURE/TEMPERATURE TEST PLUG Facility NEW WASTE (BELOW GRADE OR FLOOR) HORIZ HORIZONTAL WTD WATER TEMPERATURE DROP ill TIGARD DENTAL OFFICE HP HORSEPOWER WTR WATER TEMPERATURE RISE THERMOMETER 7105 SW HAMPTON HTG HEATING W/ WITH F NEW COLD WATER ID INSIDE(DIAMETER/DIMENSION) W/O WITHOUT FLOW SWITCH TIGARD, OREGON 97223 ' TEMPERATURE TRANSMITTER Project cn Y (SIZE) SHOCK ARRESTOR TIGARD DENTAL OFFICE N Q OHAP AND STERILE VACUUMBREAKER WFM TENANT IMPROVEMENT inI WATER FLOW METER N RwBa REDUCED PRESSURE BACKFLOW ASSEMBLY DCVA DOUBLE CHECK VALVE ASSEMBLY Sheet Title DCDA DOUBLE CHECK DETECTOR ASSEMBLY SYMBOLS, LEGENDS 5 Bwv AND ABBREVIATIONS T UG BACKWATER VALVE PLUMBING ®plv UNDERGROUND GATE VALVE W/BOX ai 0 UNDERGROUND GATE W/POST INDICATOR Fac No: OR038-1 Bldg No: 1 Floor Lev: 1 Section: 1 N 15t3 OUTSIDE SCREW&YOKE Scale DCA No. DCA No Y PATTERN BOILER BLOWDOWN VALVE Drwn By AV Permit No. Permit No RI NON-RETURN STOP VALVE �4 QUICK OPENING BOILER BLOWDOWN VALVE Chckd By DAW P0. 1 E Issue Date 12/30/19 z °' REFFRFNC.F. (ThJT, y 0 NOT APPROVED WITH THIS PERMIT d 0 5' 50' 0 5' 25' 0 1' 12' 0 1' 6' 0 4' 0 1' 3' 0 2' 0 1' 111111 I I I I I I I I I 111111 I I I I IIII 11111111111 1.I.LjJJ.JIItIII I I i I IlIlI I.... ,,,,,I i I I I I I 11 . 111 , 1 , , 1 I I I I Il . . . . I . i . . lI I I , , , , , I , , , , , I GRAPHIC SCALES! 1/16' = V -0' 1/8' = 1' -0' 1/4' = 1' -0' 1/2' = 1' -0' 3/4' = 1' -0' 1' = 1' -0' 1-1/2' = 1' -0" 3' = 1' -0' If this sheet is not 24' x 36' it is a reduced print PLUMBING DESIGN CRITERIA 0 ° e,696DOMESTIC WATER PIPING SYSTEM: BASIS OF DESIGN:2017 OREGON PLUMBING SPECIALTY CODE,APPENDIX A'RECOMMENDED RULES FOR SIZING THE WATER SUPPLY SYSTEM'. PIPING SIZED ON 1.7 PSI/100 FT. DROP,VELOCITIES NOT TO EXCEED 8 FT./SEC. (COLD WATER) KAISER PER1VIANE1I1'E® AND NOT TO EXCEED 5 FT./SEC. (HOT WATER). Kaiser Permanente WASTE AND VENT PIPING SYSTEM: BASIS OF DESIGN:2017 OREGON PLUMBING SPECIALTY CODE,CHAPTER 7,'SANITARY DRAINAGE'. ALL WASTE PIPING SIZED AT 1/4"/FT.SLOPE UNLESS OTHERWISE NOTED. X46•••• s::: :::: PLUMBING FIXTURE SCHEDULE �-Tize IPA E TAG ROUGH-IN SIZE(INCHES) ELEC. pae-engineers.com NUMBER FIXTURE TYPE W V CW HW TW GPM/GPF CONNECTION DESCRIPTION MANUFACTURER BASIN-ELKAY ELUH241610PD S-1 SINK 2 1-1/2 3/4 3/4 - 1.5 N UNDERMOUNT,STAINLESS STEEL, FOOT PEDALS,WRISTBLADE HANDLES,ADA FAUCET-CHICAGO 786 Revisions FOOT PEDALS-CHICAGO 625 No. Revisions By Date Appr. BASIN-ELKAY ECTRU17179T S-2 SINK 2 1-1/2 3/4 3/4 - 1.5 N UNDERMOUNT,STAINLESS STEEL, FOOT PEDALS,WRISTBLADE HANDLES,ADA FAUCET-CHICAGO 786 FOOT PEDALS-CHICAGO 625 EEW-1 EMERGENCY EYEWASH - - - - 1/2 - N DECK MOUNTED, RIGHT SIDE,90 DEGREE SWIVEL,AUTOFLOW HAWS 7610 LG RPBA-1 RPBA-2 REDUCED PRESSURE BACKFLOW ASSEMBLY 1" - 1" - - - - REDUCED PRESSURE BACKFLOW ASSEMBLY WATTS SERIES 009 - _ - - -- - ANDERSON VANDAL-PROOF, NICKEL BRONZE VANDAL RESISTENTGRATE, CAST IRON BODY, NO-HUB OUTLET,TRAP PRIMER _ - --_7-_ D A B ROWS K FD-1 FLOOR DRAIN 2" 1-1/2" 1/2" - - CONNECTION JR SMITH 2005 SERIES =- 0 5' 50' 0 5' 25' 0 1' 12' 0 1' 6' 0 4' 0 1' 3' 0 2' 0 1' 111111 I I I I I I I I I 111111 I I I I 1,111 1 1 1 1 1 1 1 I 1 I I IlItIllIllIll I I I I I I I I I I II,,,tI,,.,,I I I I I I I I , ttItIifIItI I I I I lIttIttlItIll I I I , I , , , I , . I . i GRAPHIC SCALES= 1/16' = 1' -0' 1/8' = 1' -0' 1/4' = 1' -0' 1/2' = 1' -0' 3/4' = 1' -0' 1' = 1' -0' 1-1/2' = 1' -0' 3' = 1' -0' If this sheet is not 24' x 36' It is a reduced print DIV 22 SPECIFICATIONS co - 22 05 00 COMMON WORK RESULTS FOR PLUMBING 22 05 23 GENERAL DUTY VALVES AND SPECIALTIES FOR PLUMBING 22 05 90 PRESSURE TESTING FOR PLUMBING SYSTEMS A. REGULATORY REQUIREMENTS: A.THE PROVISIONS OF SECTION 22 05 00,COMMON WORK RESULTS FOR PLUMBING,APPLY TO WORK SPECIFIED A.PERFORM REQUIRED TESTS IN PRESENCE OF THE AUTHORITY HAVING JURISDICTION AND A REPRESENTATIVE A.1. PRODUCTS AND EQUIPMENT PROHIBITED FROM CONTAINING PENTABROMINATED,OCTABROMINATED IN THIS SECTION. OF THE OWNER. THE ENGINEER RESERVES THE RIGHT TO OBSERVE ALL TESTS TO ASSURE COMPLIANCE IAISE.I PEJIVIAFd ME® AND DECABROMINATED DIPHENYL ETHERS. WHERE PRODUCTS OR EQUIPMENT WITHIN THIS B. SUBMIT PRODUCT DATA. WITH SPECIFICATIONS. SPECIFICATION CONTAIN THESE BANNED SUBSTANCES,PROVIDE COMPLYING PRODUCTS AND C.QUALITY ASSURANCE/ASME COMPLIANCE: B. SUBMIT CERTIFICATES OF COMPLETION AND APPROVAL BY AUTHORITY HAVING JURISDICTION AND OWNER'S Kaiser Permanente EQUIPMENT FROM APPROVED MANUFACTURERS WITH EQUAL PERFORMANCE CHARACTERISTICS. REPRESENTATIVE. • A.2. CONFORM WORK AND MATERIALS TO LOCAL AND STATE CODES,AND FEDERAL,STATE AND OTHER C,1. ASME 816.10 FOR FERROUS VALVE DIMENSIONS. C.2. ASME 831.9 FOR BUILDING SERVICES PIPING VALVES. C.TEST PRIOR TO CONCEALMENT,INSULATION BEING APPLIED,AND CONNECTION TO EQUIPMENT,FIXTURES,OR APPLICABLE LAWS AND REGULATIONS. SPECIALTIES, CONDUCT TESTS WITH ALL VALVES BUT THOSE BEING USED TO ISOLATE THE TEST SECTION 10 A.3. RESPONSIBLE FOR OBTAINING AND PAYMENT FOR PERMITS,LICENSES,AND INSPECTION CERTIFICATES C. NSF COMPLIANCE:NSF/ANSI 61 AND/OR NSF/ANSI 372 FOR VALVE MATERIALS FOR POTABLE-WATER PERCENT CLOSED. REPAIR ANY AND ALL LEAKS AND RETEST UNTIL SPECIFIED RESULTS ARE ACHIEVED. REQUIRED IN ACCORDANCE WITH PROVISIONS OF CONTRACT DOCUMENTS. SERVICE. VALVES FOR DOMESTIC WATER MUST BE 3RD PARTY CERTIFIED. __•::: D. ADVISE ARCHITECT 72 HOURS IN ADVANCE OF EACH TEST. CONTRACTOR WILL PROVIDE ANY AND ALL _,..._ 444000•• ice•••• D. BALL VALVES FOR NON POTABLE WATER SYSTEMS SHALL BE BRONBRONZE BALL: BRONZE CAST BODY, •••••• B. NEW MATERIALS AND EQUIPMENT. WORK OF GOOD QUALITY,FREE OF FAULTS AND DEFECTS AND IN EQUIPMENT REQUIRED TO PERFORM TESTS. * • •••• CONFORMANCE WITH THE CONTRACT DOCUMENTS. CHROME-PLATED FULL PORT BALL,WITH HANDLE,TEFLON SEAT,600 PSI WOG, PSI STEAM;NIBCO 585-80. S... ••'• E. TEST DOMESTIC POTABLE AND NON-POTABLE SYSTEMS FOR 2 HOURS AT WORKING PRESSURE WITH NO DROP •••••• pA E ACCEPTABLE MANUFACTURERS INCLUDE APOLLO AND MILWAUKEE. •••.4040 ==i$$ C. BUILD AND INSTALL APPARATUS TO DELIVER ITS FULL RATED CAPACITY AT THE EFFICIENCY FOR WHICH IT E. BALL VALVES FOR POTABLE WATER SYSTEMS SHALL BE LEAD FREE BRONZE BALL:TWO PIECE,FULL PORT, WAS DESIGNED. IN PRESSURE ALLOWED. SYSTEM TO BE FILLED AND AT WORKING PRESSURE 45 MINUTES PRIOR TO START OF •-' LEAD FREE SILICON BRONZE BODY,STAINLESS STEEL OR SILICON BRONZE TRIM,REINFORCED PTFE OR TFE INSPECTION. D. OPERATE THE ENTIRE PLUMBING SYSTEM AND APPARATUS AT FULL CAPACITY WITHOUT OBJECTIONABLE SEATS,600 PSI CWP NIBCO TIS-585-80-LF OR T/S-585-66-LF. ACCEPTABLE MANUFACTURERS INCLUDE APOLLO F. TEST SANITARY SYSTEMS BY CLOSING ALL OPENINGS EXCEPT HIGHEST POINT AND FILLING SYSTEM WITH pae-engineers.com NOISE OR VIBRATION. AND MILWAUKEE. WATER TO POINT OF OVERFLOW. TEST FOR 2 HOURS WITH NO DROP IN PRESSURE ALLOWED. SYSTEM TO BE E. INSTALL EQUIPMENT LEVEL AND TRUE. USE HOUSEKEEPING PADS AND CURBS TO ACCOUNT FOR FLOOR OR F. IDENTIFY VALVES TO INDICATE THEIR FUNCTION AND SYSTEM SERVED. REFER TO SECTION 22 05 53, FILLED AND AT WORKING PRESSURE 45 MINUTES PRIOR TO START OF INSPECTION. ROOF SLOPE. IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT. 22 70 00 INSULATION FOR PLUMBING F. MATERIALS AND EQUIPMENT: G.PROVIDE VALVES AT CONNECTIONS TO EQUIPMENT AND FIXTURES WHERE SHOWN OR NECESSARY FOR A.FIBERGLASS INSULATION: Revisions F.1. MEET DETAILED REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS AND SUITABLE FOR THE EQUIPMENT INSTALLATION. A.1. SPLIT SECTIONAL OR SNAP-ON TYPE WITH 0.23 PER INCH MAXIMUM THERMAL CONDUCTIVITY No. Revisions By Date Appr. INSTALLATION SHOWN. EQUIPMENT NOT MEETING REQUIREMENTS WILL NOT BE ACCEPTABLE,EVEN 22 05 29 HANGERS,SUPPORTS,AND ANCHORS FOR PLUMBING (K-FACTOR)AT 75 DEGREES F MEAN TEMPERATURE,850 DEGREES F MAXIMUM SERVICE RATING AND THOUGH SPECIFIED BY NAME ALONG WITH OTHER MANUFACTURERS. A. WHEN SUPPORTS,ANCHORAGES,AND SEISMIC RESTRAINTS FOR EQUIPMENT,AND SUPPORTS AND SEISMIC WHITE,VAPOR BARRIER JACKET WITH PRESSURE SENSITIVE INTEGRAL CLOSURE SYSTEM. F.2. WHERE TWO OR MORE UNITS OF THE SAME CLASS OF EQUIPMENT ARE FURNISHED,USE PRODUCTS OFRESTRAINTS FOR PIPING AND EQUIPMENT ARE NOT SHOWN THE DRAWINGS,THE CONTRACTOR SHALL BE A.2. MAXIMUM FLAME SPREAD/SMOKE DEVELOPED RATING OF 25/50,SCAQMD RULE 1168 COMPLIANT. THE SAME MANUFACTURER, COMPONENT PARTS OF THE ENTIRE SYSTEM NEED NOT BE PRODUCTS OF RESPONSIBLE FOR THEIR DESIGN. A.3. PIPE FITTING COVERS TO BE ONE PIECE PVC INSULATED PIPE FITTING COVERS. SAME MANUFACTURER. A.4. TAPES TO BE PRESSURE SENSITIVE,WEATHER RESISTANT,AND RATED FOR TEMPERATURES UP TO F.3. FURNISH MATERIALS AND EQUIPMENT OF SIZE,MAKE,TYPE,AND QUALITY HEREIN SPECIFIED. B. SEISMIC RESTRAINTS AND ANCHORAGES SHALL RESIST SEISMIC FORCES AS SPECIFIED IN THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE FOR THE SEISMIC ZONE IN WHICH THE PROJECT IS 1500 DEGREES F. F.4. EQUIPMENT SCHEDULED BY PERFORMANCE OR MODEL NUMBER CONSIDERED THE BASIS OF THE CONSTRUCTED. B. APPLIED LOCATIONS: DESIGN. IF OTHER SPECIFIED MANUFACTURER'S EQUIPMENT IS PROVIDED IN LIEU OF THE BASIS OF C. SEISMIC RESTRAINTS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE SMACNA'SEISMIC 8.1. DOMESTIC COLD WATER(ABOVE GRADE):1.1/4"AND SMALLER TO BE 1"FIBERGLASS INSULATION. DESIGN EQUIPMENT THE CONTRACTOR IS RESPONSIBLE FOR CHANGES AND COSTS WHICH MAY BE RESTRAINT MANUAL-GUIDELINES FOR MECHANICAL SYSTEMS'FOR THE SEISMIC HAZARD LEVEL B.2. NON-POTABLE WATER(ABOVE GRADE):1-1/4"AND SMALLER TO BE 1"FIBERGLASS INSULATION. ANDERSON NECESSARY TO ACCOMMODATE THIS EQUIPMENT,INCLUDING DIFFERENT SIZES AND LOCATIONS FOR CORRESPONDING TO THE SEISMIC ZONE IN WHICH THE PROJECT IS CONSTRUCTED. " - - • CONNECTIONS,DIFFERENT ELECTRICAL CHARACTERISTICS,DIFFERENT DIMENSIONS,DIFFERENT B.3. DOMESTIC HOT WATER(ABOVE GRADE):1-1/2 AND SMALLER TO BE 1-1/2 FIBERGLASS INSULATION. .-_ -- ___ _- D A S p O W S K I ACCESS REQUIREMENTS OR ANY OTHER DIFFERENCES WHICH IMPACT THE PROJECT. D. FABRICATE SUPPORT MEMBERS FROM WELDED STANDARD STRUCTURAL SHAPES,PIPE,AND PLATE TO CARRY C.PIPING INSULATION SHALL INCLUDE ALL FITTINGS,UNIONS,FLANGES,COUPLINGS,AND VALVE BODIES. R G.SHOP DRAWINGS: THE NECESSARY ROLLERS,HANGERS,AND ACCESSORIES AS REQUIRED. SUPPORT PIPING LESS THAN 4-INCH INSULATE VALVE BODIES AND IRREGULAR FITTINGS WITH SECTION OF PIPE INSULATION AND INSULATED _ - _ ARCHITECT S PIPE SIZE FROM OR BY PREFABRICATED ROLL-FORMED CHANNELS WITH NECESSARY ACCESSORIES TO CEMENT. SECURELY FASTEN AND FINISHED WITH 60Z LAGGING ADHESIVE. _ G.1. CONTRACT DRAWINGS INDICATE THE GENERAL LAYOUT OF THE PIPING,AND VARIOUS ITEMS OF EQUIPMENT. COORDINATE WITH OTHER TRADES AND FIELD CONDITIONS. PREPARE SHOP DRAWINGS ADEQUATELY SUPPORT PIPING SYSTEM. 22 21 13 PIPE AND PIPE FITTINGS PLUMBING L L C E. INSTALL ALL SUPPORT SYSTEMS AS DETAILED AND IN ACCORDANCE WITH MANUFACTURER'S Portland Office: OF PIPING,AND EQUIPMENT INSTALLATIONS. RECOMMENDATIONS. PROVIDE PIPE RACKS,PIPE STANDS,TRAPEZE HANGERS,ETC.,AS REQUIRED AND AS A.PIPING MATERIAL AND INSTALLATION TO MEET REQUIREMENTS OF THE LOCAL PLUMBING,FIRE,AND BUILDING G.1. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO BEGINNING FABRICATION. ADDITIONAL SHOP CODES AND SERVING UTILITY REQUIREMENTS. PROVIDE CHLORINATION OF DOMESTIC COLD AND HOT WATER 1430 SE 3rd Ave, Ste 200 DETAILED ON THE DRAWINGS. Portland, OR 97214 DRAWINGS MAY BE REQUESTED WHEN IT APPEARS THAT COORDINATION ISSUES ARE NOT BEING 23 05 53 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT PIPING IN ACCORDANCE WITH COUNTY AND STATE HEALTH REQUIREMENTS. T: (503) 239-7377 RESOLVED IN THE FIELD OR WHEN THERE IS A QUESTION AS TO WHETHER CONTRACT DOCUMENTS B. SUBMIT LIST OF PIPING MATERIALS INDICATING THE SERVICE IT IS BEING USED FOR,AS WELL AS DATA ON F: (503) 239-7327 ARE BEING COMPLIED WITH OR THE DESIGN INTENT IS BEING MET. A.IDENTIFY VALVES WITH METAL TAGS,LEGENDS TO BE STAMPED OR EMBOSSED. INDICATE FUNCTION OF THE MECHANICAL COUPLINGS AND RELATED COMPONENTS. SUBMIT CERTIFICATES OF INSPECTIONS AND PIPE www.ADarchitects.com H. SUBMISSION REQUIREMENTS: VALVE AND ITS NORMAL OPERATING POSITION. VALVE TAGS 2-INCH DIAMETER WITH 1/4-INCH HIGH LETTERS. TESTS TO OWNER. H.1. SUBMIT PRODUCT DATA FOR REVIEW ON SCHEDULED PIECES OF EQUIPMENT,ON EQUIPMENT B. LABEL PIPES WITH ALL-VINYL,SELF-STICKING LABELS OR LETTERS. FOR PIPE COVERING SIZES UP TO AND C. SEE PIPE SCHEDULE FOR ALLOWABLE PIPE TYPE AND FITTINGS FOR EACH SYSTEM. • REQUIRING ELECTRICAL CONNECTIONS OR CONNECTIONS BY OTHER TRADES,AND AS REQUIRED BY INCLUDING 3/4-INCH OUTSIDE DIAMETER,SELECT LABELS WITH 112-INCH LETTERS. FOR SIZES FROM 3/4 TO 22 30 00 PLUMBING EQUIPMENT EACH SPECIFICATION SECTION OR BY DRAWING NOTES. INCLUDE MANUFACTURER'S DETAILED SHOP 2-INCH OUTSIDE DIAMETER,314-INCH LETTERS,ABOVE 2-INCHES OUTSIDE DIAMETER,2-INCH LETTERS. A.REDUCED PRESSURE BACKFLOW PREVENTERS: DRAWINGS,SPECIFICATIONS AND DATA SHEETS. IDENTIFY AND COLOR-CODE PIPE MARKERS WITH BLACK DIRECTIONAL ARROWS. C.TAG MISCELLANEOUS ITEMS OF PLUMBING EQUIPMENT WITH ENGRAVED NAMEPLATES. NAMEPLATES TO BE A.A. INSTALL AT HEIGHT AND LOCATION SUITABLE FOR TESTING PURPOSES BY THE LOCAL GOVERNING H.2. SUBMIT ELECTRONIC COPIES OF 2D SHOP DRAWINGS AT 1/4"SCALE. AUTHORITY. H.3. SUBMIT ELECTRONIC COPIES OF SUPER PLOT PLANS OF ABOVE GROUND WORK WITH COLORED 1/16-INCH THICK,3-INCH BY 5-INCH LAMINATED 3-PLY PLASTIC,CENTER PLY WHITE,OUTER PLY BLACK. FORM LETTERS BY EXPOSING CENTER PLY. IDENTIFY UNIT WITH CODE NUMBER AS SHOWN ON DRAWINGS AND A.B. PROVIDE FUNNEL DRAIN BELOW REDUCED PRESSURE BACKFLOW DEVICE FOR COLLECTING PERIODIC pR ' OVERLAY OF ALL TRADES. AREA SERVED. DISCHARGE AND TESTING PURPOSES. q r I. UPON COMPLETION OF PROJECT,PROVIDE 2D AS BUILT DRAWINGS REFLECTING ANY AND ALL CHANGES TO A.C. PIPE 2-INCH INDIRECT WASTE FROM FUNNEL DRAIN TO FLOOR DRAIN. DISCHARGE INDIRECT WASTE DESIGN DOCUMENTS MADE DURING CONSTRUCTION. D. SUBMIT NAMEPLATE DIRECTORY PRIOR TO FABRICATION AND INSTALLATION OF NAMEPLATES. ABOVE FLOOR DRAIN UTILIZING A 1-INCH AIR GAP. ��G I N g$"/ J. UPON COMPLETION OF PROJECT,PROVIDE(1)OPERATION AND MAINTENANCE MANUAL.INSTRUCT OWNER E. ATTACH ALL TAGS,NAMEPLATES AND LABELS TO PROMINENT AREA OF PIPING,VALVES,OR EQUIPMENT. 60225PE A.D. SEE PLUMBING FIXTURE SCHEDULE FOR FOR MORE INFORMATION. THOROUGHLY IN PROPER OPERATION OF EQUIPMENT AND SYSTEMS,IN ACCORDANCE WITH F. INCLUDE FINAL COPY OF NAMEPLATE DIRECTOR IN OPERATION AND MAINTENANCE MANUAL. Air MANUFACTURER'S INSTRUCTION MANUALS. C ' `�`'' h -HOREW'$ ' n`4•.t 1 EXPIRES 08-30-2020 I a) I 0" i tu 0 E This document is the property of the Owner and is a� not to be used without his written permission v) Project Architect Approval: 0" r ci a in N T Architect/Engineer Of Record: cor c, Q 0 c''4 ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE CD SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI O ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS, o REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN O PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BY LAW. .D 0 a Facility a TIGARD DENTAL OFFICE 7105 SW HAMPTON tn TIGARD, OREGON 97223 -o C3 Project i= TIGARD DENTAL OFFICE U) OHAP AND STERILE 0 TENANT IMPROVEMENT I ' N TSheet Title 7 SPECIFICATIONS a a PLUMBING N hi L- Fac No: OR038-1 Bldg No: 1 Floor Lev: 1 Section: 1 E Scale DCA No. DCA No 66 REFERENCE ONLY Drwn ByAV Permit No. Permit No T NOT APPROVED WITH THIS PERMIT Sheet E - P Chckd By DAW o Issue Date 12/30/19 ! " 0) S. C z N q) LL N O a 0 5' 50' 0 5' 25' 0 1' 12' 0 1' 6' 0 4' 0 1' 3' 0 2' 0 1' !1111 II I II I III 1111 I I I I I I IIIJIIIIIIIIIII Ium11111,1 I I l I I I l I l I IIIIIlIImII{{ 11 1 I 1 I ! IIIA ! ! ! II 1 I I I 11111 , 1 i 1 11 I I I 1 1 1 1 I 1 1 ! 1 I I I GRAPHIC SCALES! 1/16' = 1' -0' 1/8' = 1' -0' 1/4' = 1' -0' 1/2' = 1' -0' 3/4' = 1' -0' 1' = 1' -0' 1-1/2' = 1' -0' 3' = 1' -0' If this sheet is not 24' x 36' it is a reduced print GENERAL NOTES: A. DETERMINE EXACT LOCATIONS OF EXISTING 4 UTILITIES IN FIELD WHETHER OR NOT SHOWN ON ` DRAWINGS. EXERCISE CAUTION AND IDENTIFY LOCATION OF UNMARKED UTILITY LINES AS KAISER PERMANEME® NECESSARY TO PERFORM WORK OF THIS SECTION. B. DEMOLITION WORK SHALL INCLUDE BUT NOT BE Kaiser Permanente LIMITED TO THE FOLLOWING: REMOVAL OF EQUIPMENT, SUPPORTS, ANCHORS, PIPING AND ALL APPURTENANCES WHERE INDICATED ON THE PLANS, C. REMOVE EQUIPMENT, PIPING AND ASSOCIATED •..."_:S� pA e ITEMS AS SHOWN OR RELATED TO EQUIPMENT TO BE c:_s•• REMOVED. CAP PIPING AT NEAREST LIVE BRANCH. ====_= D. COORDINATE ALL SYSTEM SHUTDOWNS WITH pae-engineers.com OWNER. F. ALL DOMESTIC WATER PIPING TO BE DEMOLISHED SHOULD BE REMOVED BACK TO MAIN AND CAPPED Revisions DIRECTLY AT SAID MAIN. NO DEADLEGS ARE No. Revisions By Date Appr. \ PERMITTED TO BE LEFT IN PLACE AS THE RESULT OF DEMOLISHING FOR THIS PROJECT. ummlm 1 d I I \ ,, G. DRAWINGS REPRESENT THE OVERALL DEMOLITION INTENT FOR THE PROJECT AREA. NOT ALL EXISTING I i 1 I CONDITIONS TO BE DEMOLISHED HAVE BEEN SHOWN 1--- ATO THEIR FULL EXTENT. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING ALL EQUIPMENT, - - -I - FIXTURES, PIPING, HANGERS AND ACCESSORIES NDERSON SERVING PROJECT AREA SPACES TO BE DEMOLISHED D A B R O W S K IWTAGN IN THEIR ENTIRETY BACK TO MAINS TO ALLOW ARCHITECTS I 121 I INSTALLATION AND OPERATION OF NEW PLUMBING SYSTEMS SERVING PROJECT AREA. CONTRACTOR IS L L C - RESPONSIBLE FOR VALIDATING AREAS SERVED BY Portland Office: Q MCW UTILITIES PRIOR TO ANY DEMO WORK. IF UTILITIES ARE 1430 SE 3rd Ave, Ste 200 FOUND TO SERVE AREAS OUTSIDE OF PROJECT AREA Portland, OR 97214 Q MA _ T J THEY ARE TO REMAIN UNLESS MODIFICATION IS T: (503) 239-7377 i I Q MV I _ I I I _ I I I _ REQUIRED TO INSTALL NEW SYSTEMS. CONTRACTOR F: (503) 239-7327 J __� www,ADarchitects.com / Q N20 IS RESPONSIBLE FOR TEMPORARY SERVICE TO AREAS HALLW SERVED AS REQUIRED, 4"SD UP TO �� Q 02 I 134 I © 4" RD-1 ON ROOF if./ © MG __ __l int _71 r • r C L 1 I I EQELC ,, 0 NOTES: O Blosonllc INSPR I I I 1331. DEMOLISH FIXTURE AND PIPING BACK TO MAIN AND ASSIST VA I 123A --r— I EVSRM CAP. C - ' hi- ©© i i SGENL © 11114"G uu ' 1 136 I �'♦ �G I Nz�•U�I S1 I 1 124I t -_ I I I _ 1' 1 © 1 G 2. DEMOLISH STERILIZER AND PIPING SERVING �fi0225PE I — II I I G I \ STERILIZER BACK TO MAIN AND CAP. ©1-112" G I I I !PERI ' ��, t—� � • to � II 4 I 1131 I m 6 - 3. DEMOLISH WASHER AND PIPING SERVING WASHER �� � 70 '1ooh �\� �,,, ► -"'�■'■ BACK TO MAIN AND CAP. /6.: ��. L= 0314"CW I— — —E _ _ '� NOREW � IZ��•►f G-1 X0314" RHW '' me��■ r-,, I TLGEN 4. DEMOLISH 3I4"RHW UPSTREAM OF 1X314" REDUCER. I!WIRES o6-30-2o2o ~ I 1" - - ��� -- V- RI._,_, — 137 H, I I Q 1-112 V I {_ I HALLW I I PROVIDE TEMPORARY CAPS ON ALL OPEN PIPING. . •ti.T C 2 1. x-X-X I a. . X.0314"CW I 00 I ©314" RHW 130 �� I 135 5. DEMOLISH MA PIPING BACK TO WALL AND PROVIDE z - - - mc*x l -x--x-x--XX 3(x- '.• _ x-$� 9(x- ALLW r , [ 1 D' TEMPORARY CAP, EQUIPMENT TO BE RE-USED IN NEARBY lia' r- --i — © 112"G — — 132 113 .� I I = LOCATION. — , I — I �' f- 0 1-1/2"V P _' 111. .,_ - - - -L— - - —J � — — `� fir' E I ilia' � ©O WAGEN _G r 11 I This document is the property of the Owner and is ©© +� �....�� I 127 t I 1 JGEN not to be used without his written permission flI I 138 I 0 2"W I 0 314 HW I 0 I © 2"W 11129 III \ Project Architect Approval: cp- I ._x_x_xj: 4 ET LT- 1 1 .17 _ N — I - - 1 01 CW 0314 CW _ dij co ..-.- j �� LBDPR I I 0 3/4" HW di. — Architect/Engineer Of Record: f ....? % I 126 I� L �—IV c� q HALLW cv _L__ c -:� I 128 O I �— ALL IDEAS, DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI © 112" ARCHITECTS,LLC ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS, 1-112"V REPRODUCTIONS,IDEAS,DESIGNS.AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKi ARCHITECTS.LLC, IS PROHIBITED BY LAW. 3"V t` U Let- i` t— t :LJ TIGARD DENTAL OFFICE ,....- ,mL7105 SW HAMPTON N 0 3" UP TO3"VTR TIGARD, OREGON 97223 L — o, Project wTAGN--.) I 107 I TIGARD DENTAL OFFICE OHAP AND STERILE TENANT IMPROVEMENT Ln N o'o Sheet Title i DEMOLITION 5 FLOOR PLAN N 1 DEMOLITION FLOOR PLAN - PLUMBING PLUMBING °' 4 -ii P1.1 SCALE: 1/4" = 1 -0Fac No. OR038-1 Bldg No: 1 Floor Lev: I Section: 1 _o Scale I DCA No. DCA No F REFERENCE ONLY I Permit No. Permit No Cci NOT APPROVED WITH THIS PERMIT Drwn By AV Sheet iiiE Chckd By DAW E Issue Date 12/30/19 P11 \cc' z N a) LL v O 2 0 5' 50' 0 5' 25' 0 1' 12' 0 l' 6' 0 4' 0 1' 3' 0 2' 0 1' HIHI 1 I 1 I I I I I I I I I I I I I I I I Li I I I I I I I I I I IIIIHIHI1I I I I I I I I I I I Iiiitillkllll 11 I 1 I I I I I I I I I I I . I I . I I I I I I I I I I . , i I . GRAPHIC SCALES= 1/16' = 1' -0' 1/8' = 1' -0' 1/4' = 1' -0' 1/2' = 1' -0' 3/4' = 1' -0' 1' = 1' -0' 1-1/2' = 1' -0" 3' = 1, _0, If this sheet is not 24' x 36' It Is a reduced print GENERAL NOTES: A. IT SHALL BE THE RESPONSIBILITY OF THIS04 CONTRACTOR TO COORDINATE THE WORK WITH THAT OF ALL OTHER TRADES, INCLUDING BUT NOT LIMITED TO: ELECTRICAL, HVAC, SPRINKLER, STRUCTURAL AND GENERAL ARCHITECTURE, KAISER PERMANENTE• B. VERIFY EXACT SIZES, LOCATIONS, INVERTS AND Kaiser Permanente ELEVATIONS PRIOR TO RUNNING ANY PIPING. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ALL FIXTURES AND EQUIPMENT =s"..a. N.S.. C. EXISTING SPACES OUTSIDE AREA OF WORK SHALL '.. "•.. ".*_ _s.. REMAIN FUNCTIONING THROUGHOUT WORK. ENSURE • -•N -=