Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans (22)
BUP2021 -00046 OFFICE COPY RECEIVED FEB 10 1021 HR ANSWERS REMODEL WTMITY INGoIIGARON Tenant Improvement WHA Beveland Building VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION DOCUMENTS AND OTHER DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS. OSSC 105.4 ANSWERS, Inc. 7650 SW Beveland Rd #130, ANSWERS, Inc, Tigard , OR 97223 n. . . COPY PROJECT TEAM SCOPE DESCRIPTION APPLICABLE CODES DRAWING INDEX 324A ?, CT' w►l AND RT-�rltt'�•{,.e; ( � ; .:i) .ii'LIANCE OWNER WHA Beveland Building, LLC These tenant improvement construction drawings are to remodel existing Suite ARCHITECTURAL DRAWINGS i �: p g 9 All work to meet current federal, state, county, city and ADA codes and regulations. n j``I ~� to REPRESENTATIVE: c/o Deering Management Group 130. The overall existing new suite square footage is approximately 3,038 s.f. A1.0 COVER SHEET 4800 S. Macadam Ave, Suite 120 2019 Oregon Structural Specialty Code A1.1 ABBREVIATIONS & SYMBOLS Portland, OR 97239 Design-build electrical, mechanical, and fire protection documents are to be Aci Tel: 503.225.1545 reviewed by the Architect and Owner Representative prior to permitting. A1.2 MOUNTING HEIGHTS & WALL TYPES 2019 Oregon Fire Code A3.0 DEMOLITION FLOOR PLAN 5.1;1,: 4: Contact: Katlin Hoke, Broker • • Date. All permits should be secured prior to the commencement of construction. A3.1 NEW FLOOR PLAN B TENANT HR Answers, Inc. 2019 Oregon Mechanical Specialty Code A7.0 SCHEDULES ANDERSON REPRESENTATIVE: 7650 SW Beveland Rd, Suite 130 All work to meet Owner requirements and building standards for this facility. Any A7.1 INTERIOR ELEVATIONS & CASEWORK SECTIONS DABROWSKI Tigard, Oregon 97223 questions regarding product standards or procedures should be directed to 2017 Oregon Electrical Specialty Code A9.0 DEMOLITION REFLECTED CEILING PLAN Tel: 503.885.9815 Owner representative or the Architect. A9.1 NEW REFLECTED CEILING PLAN2017 Oregon Plumbing Specialty Code A92 SUSPENSION SYSTEM FOR LAY-IN CEILINGS ARCHITECT S . Contact: Jennifer Schmidt, Office Manager L L C Submittals for mechanical, electrical, fire protection/alarms, plumbing, door All Oregon Occupational Safety and Health Division Standards ARCHITECT: Anderson Dabrowski Architects, LLC hardware, casework, and finishes to be provided for review and approval by the 7650 SW Beveland Rd, Suite 120 Architect and Owner representative prior to order or fabrication. 2013 National Fire Protection Association 10 - Portable Fire Extinguishers Portland, Oregon 97223 Tel: 503.239.7377 Fax: 503.239.7327 2013 National Fire Protection Association 13 - Sprinkler Systems DEFERRED SUBMITTALS Contact: Alia Birr, AIA, LEED AP BD+C, Architect PROJECT DATA 2013 National Fire Protection Association 72 - Fire Alarms CONTRACTOR: Norwest Contractors, Inc HVAC Drawings 7235 SW Stephen Ln JURISDICTION: City of Tigard 2012 National Fire Protection Association 99 - Health Care Facilities To be submitted separately by the design-build subcontractor 7650 SW Beveland St, Ste 120 Portland, Oregon 97225 13125 SW Hall Blvd Portland, OR 97223 Tel: 503.291.6986 Tigard, OR 97223 2006 National Fire Protection Association 101 - Life Safety Code Electrical Drawings T: (503) 239-7327503) 239-7377 Contact: George Shrader, Director of Project Management To be submitted separately by the design-build subcontractor F: ( PROJECT 7650 SW Beveland Rd #130 2012 National Fire Protection Association 101 - Life Safety Code ADDRESS: Tigard, OR 97223 *Per 2006 NFPA 101 Section 1.4 this version will be used. Fire Alarm Drawings To be submitted separately by the design-build subcontractor Anderson Dabrowski Architects, LLC, is not responsible for ensuring the SQUARE FOOTAGE: 3,038 S.F. - Area of Work accuracy of the square footages listed on these contract documents. For legal Fire Protection Drawings or leasing purposes, final square footages should be verified by others. This OCCUPANCY: B To be submitted separately by the design-build subcontractor project must meet all current, applicable and accepted versions of the IBC, ADA, www.ADarchitects.com UFC, NFPA, OARS, etc.. STORIES: 2 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 LOCATION PLAN WHA B E V E LA N D BUILDING PLAN O SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BY LAW. Not to Scale Not to Scale SITE HR Answers Remodel TI - WHA Beveland Building r 7650 SW Beveland Rd#130, O <' Tigard, OR 97223 t x -4 s _ AREA OF WORK a a7 SK'Darien Construction Documents D CL Doth Si A Revisions: Lryll Garden PI -— — h i > 217 t ` Date: 02.09.21 <' a' N £ _ Scale: AS NOTED moso VVay o 2!9 a` n~ `> E j�/� © 0 Project No.: AD20152 LEV. CL O t y o Sw Franklin St A RM r _ Drawn By: APB ` SW � v n217 ReVe/dn varo Checked By: JMA e d Rd c n Phil Lewis School v v + Jurisdiction Approval: ¢' a' + LL 217 p, °° t O n a >, N N 3 m ® sr 3 N Sw Hampton St A C1 0 TL 10 Mo CIN OF TIGARD Apprl_ = 3 Dal, z by Planning �O° '7� 217 VI 'Iil '2o'j� - 1nitial 7 :) 0 U q > Sheet Title: m ° COVER SHEET N ESK 68th Pkwy Z 217 Sheet No.: 7 /� 1 .O m /� # 0 U_ ABBREVIATIONS RCP LEGEND MECHANICAL LEGEND SYMBOLS LEGEND NOTE: Not all abbreviations may be used. NOTE: NOT ALL SYMBOLS MAY BE USED. NOTE: NOT ALL SYMBOLS MAY BE USED. NOTE: NOT ALL SYMBOLS MAY BE USED. SUSPENDED CEILING 2'x 4' 2'x 2' V x 2' 1'x 1' 6"x 4' IN-WALL ��^ A MEDICAL AIR GA GAUGE INCH l TRAFFIC MIRROR BUILDING SECTION A3.X MATCH LINE TAG, ACOUS ACOUSTIC GALV GALVANIZED PT PRESSURE TREATED GRID WITHACOUSTICAL LAY-IN � 5.0 CALLOUT A3 X MATCH LINE ACT ACOUSTICAL CEILING GB GYPSUM BOARD PVC POLYVINYL CHLORIDE TILE GC GENERAL CONTRACTOR PVMT PAVEMENT TILE CEILING MOUNTED MECHANICAL WALL SECTION PROJECTOR ® IQ ADA AMERICANS WITH GEN GENERAL, GENERATOR � O NORTH ARROW DISABILITIES ACT GFCI GROUND FAULT CIRCUIT QTR QUARTER GYPSUM BOARD CEILING ACCESS SUPPLY GRILLE 8 0 CALLOUT ADDL ADD NIm ADD DUM INTERRUPT GLB GLUE LAMINATED BEAM QTY QUANTITY CEILING HATCH WORK POINT(CENTER SOFFIT/HARD-LID POINT, DIMENSIONING ADJ ADJUSTABLE, ADJACENT GND GROUND R/(R) RADIUS, RELOCATED A_N CASEWORK SECTION TARGET, ETC.) AFF ABOVE FINISH FLOOR GPM GALLONS PER MINUTE RAD RADIATOR g._0• CEILING HEIGHT r' CURTAIN' CURTAIN TRACK g CALLOUT AGG AGGREGATE GS GLASS BREAK SENSOR RB RESILIENT BASE O - �- - LEVEL LINE ALT ALTERNATE, ALTERATION GYP GYPSUM RCP REFLECTED CEILING A6.0 CEILING OPEN TO n � MECHANICAL ALUM ALUMINUM PLAN STRUC � RETURN GRILLE (i CENTERLINE ANCH ANCHOR H HALON RCWY RACEWAY O STRUCTURE �� LADDER AND ROOF 6 DETAIL CALL OUT TAG HATCH g,p 15'-0'A.F.F. ELEVATION HEIGHT ANDD ANODIZED (ANODIC HB HOSE BIB RD ROOF DRAIN, ROAD L - -\ . �L J WITH BUBBLE COATING) HC HOLLOW CORE REBAR REINFORCING BAR DEMO NEW ANSI AMERICAN NATIONAL HDWR HARDWARE RECEP RECEPTION WALL MOUNTED T.O.P. TAG STANDARDS INSTITUTE HGT(HT) HEIGHT RECT RECTANGULAR + CEILING MOUNTED PROJECTOR SCREEN 1 INTERIOR ELEVATION + 461.0' EXISTING POINT SPRINKLER 7 0 TAG ELEVATION AP ACCESS PANEL HM HOLLOW METAL RECV RECEIVE(ING) CEILING MOUNTED APPROX APPROXIMATELY HORIZ HORIZONTAL REF REFRIGERATORWAL461.0' NEW OR REQUIRED POINT ARCH ARCHITECTURAL HR HOUR REG REGULAR, REGISTER SP INKOIJRNTED PROJECTOR SCREEN FMEX AUST GRILLE 0 EQUIPMENT TAG + ELEVATION ASPH ASPHALT HSKG nN HOUSEKEEPING REM REMAINING EXISTING CONTOURS ANSWERS, Inc, ASST ASSISTANT HVAC HEATING VENTILATION REQ REQUIRED ig AUTO AUTOMATIC AIR CONDITIONING RESIL RESILIENT SD SMOKE DETECTOR CEILING FAN A-XX ACCESSORIES TAG y0 ELEVATION NOTED ON AV AUDIO VISUAL REV REVISED, REVISION HIGH SIDE GENERIC MEDICAL GAS , MEDICAL GAS OUTLET: AVG AVERAGE ICC INTERNATIONAL CODE RFG ROOFING gp SPEAKER ® OUTLETS L' VACUUM ❑ DEMOLITION KEYNOTE COUNCIL RFP RESILIENT FLOORING ## NEW CONTOURS BAL BALANCE ID INSIDE DIAMETER PLANK PRODUCT gL� ELEVATION NOTED ON BD BOARD IN INCH RFS RESILIENT FLOORING OS OCCUPANCY SENSOR EXAM LIGHT �I MEDICAL GAS OUTLET: NEW KEYNOTE HIGH SIDE BL BUILDING LINE INCL INCLUDE(ING) SHEET PRODUCT u NITROGEN LA MEDICAL GAS OUTLET: AIR O BLDG BUILDING IND INDUSTRIAL RH RIGHT HAND WIFI ex MATERIAUCOLOR NOTE * TB-1 TEST BORING BLKG BLOCKING INFO INFORMATION RHR RIGHT HAND REVERSE MEDICAL GAS OUTLET: x BM BEAM INSUL INSULATE(D)(ING) RM ROOM DO OXYGEN -# QT THERMOSTAT DASH AND DOT LINE CENTER LINES, FLOOR BSMT BASEMENT INT INTERIOR RND ROUND - LINES IN EXTERIOR BTU BRITISH THERMAL UNIT INV INVERT RO ROUGH OPENING WINDOW TYPE NOTE ELEVATIONS, PROJECTED ISOL ISOLAT(ION) ROW RIGHT OF WAY LIGHT FIXTURE LEGEND 77 ACCESS PANEL [H MEDICAL GAS OUTLET LINES rrtS %", CC CENTER TO CENTER RTN RETURN NOTE: NOT ALL SYMBOLS MAY BE USED. REVISION TAG AND DASH AND DOUBLE �J 3241 CCN CLOSED CIRCUIT TV JAN JANITOR 2'x 4' 2'x 2' 1'x 4' REVISION CLOUD DOT LINE JON AN CG CORNER GUARD JBOX JUNCTION BOX S SOUTH, SMALL - - PROPERTY LINES, CH COAT HOOK JCT JUNCTION SAN SANITARY FIXTURE WITH BOUNDARY LINES CHKBD CHALKBOARD JST JOIST SC SOLID CORE 1zPRISMATIC LENS PLUMBING LEGEND q� WALL TYPE TAG - - - L�� NOTE: NOT ALL SYMBOLS MAY BE USED. Y DOTTED LINE '^ D. R CIP CAST-IN-PLACE JT JOINT SCHED SCHEDULE - - -- - DOTTED LINE CONCRETE SCN SCREEN ELEV PLAN CJ CONTROL JOINT K DRY CHEMICAL SECT SECTION FIXTURE WITH ROOM NAME BREAK LINE T �Cjv CL CENTER LINE KO KNOCK OUT SF SQUARE FEET � PARABOLIC LENS OVAL BOWL SINGLE BOWL DOUBLE BOWL ROOM NAME ROOM NAME TAG TO BREAK OFF PARTS OF OF O v CLNG CEILING KP KICK PLAT SIM SIMILAR � o ® DRAWINGS CLR CLEAR, CLEARANCE KW KILOWATT SLR SEALER CMU CONCRETE MASONRY SM SURFACE MOUNTEDFIXTURE WITH ® TOP MOUNT SINK _ _ __1 (D) DEMOLITION UNIT L LENGTH, LARGE SPEC SPECIFICATION, EGGCRATE LENS CNTR CENTER, COUNTER LAB LABORATORY SPECIFIED ® T DOOR& DOOR NUMBER - A N D E R J O N (E) EXISTING CO CLEANOUT LAM LAMINATE SQ SQUARE CO2 CARBON DIOXIDE LAV LAVATORY SQFT SQUARE FEET FIXTURE WITH D A B R O W S K COL COLUMN LB(S) POUND(S) ST STREET - _ - - IF] - - - - DIRECT/INDIRECT LENS J Lo I J (N) NEW ARCHITECT S COMB COMBINATION, LF LINEAR FOOT SS STAINLESS STEEL ][ INTEGRATED/UNDER 7 -� CORNER GUARDS COMBUSTIBLE LH LEFT HAND SSF SOLID SURFACE r' � MOUNT SINK [ _ ] = (R) RELOCATED COMP COMPUTER STATION LHR LEFT HAND REVERSE ❑ SURFACE MOUNTED \ / J L L C GONG CONCRETE LL LIVE LOAD STC SOUND TRANSMISSION FIXTURE O AO GRID ID TAG (F) FUTURE CONE CONFERENCE LOA LENGTH OVERALL COEFFICIENT(CLASS) (va•=ro•ANDue•=r-0•j - - - -- - CONST CONSTRUCTION LTG LIGHTING STD STANDARD LID CONT CONTINUOUS STL STEEL EMERGENCY EGRESS ELEV PLAN ELEV PLAN COPY COPIER M MEDIUM, METER STIR STORAGE LIGHTING CORR CORRIDOR MACH MACHINE STRUC STRUCTURAL ■ PROVIDE MINIMUM 1 FOOTCANDLE, LIFE SAFETY LEGEND _ CPT CARPET MAINT MAINTENANCE SUP SUPPLY HATCH OVERLAYS LIGHT TYPE AS LAVATORY WALL CSWK CASEWORK MAS MASONRY SURF SURFACE SHOWN ABOVE WALL MOUNT MOUNTED NOTE: NOT ALL SYMBOLS MAY BE USED. CTR CENTER MAT MATERIAL SV SHEET VINYL D 1'x 4'SHOP LIGHT URINAL r CU CUBIC MAX MAXIMUM SY SQUARE YARD ® LED CAN LIGHT J Y� STROBE FEC RECESSED FIRE EMERGENCY SHOWER ° MDF MEDIUM DENSITY SYM SYMMETRICAL FE EXTINGUISHER D/(D) NAIL SIZE, DEMOLITION FIBERBOARD SYN SYNTHETIC C' LED WALL WASHER o 0 1'x 4'LINEAR PENDANT po oo � FLOOR MOUNT CLINICAL/ CS CHIME STROBE CABINET MSR 7650 SW Beveland St, Ste 120 DA DOOR ACTIVATOR MECH MECHANICAL SYS SYSTEM , . MAIN SPRINKLER RISER u Portland, OR 97223 TOILET10 HOPPER SINK T: 503 239-7377 DBL DOUBLE MED MEDICAL, MEDIUM DED DEDICATED MEZZ MEZZANINE T TAMPER RESISTANT, � SMALL PENDANT � CHIME ONLY a FEC SEMI-RECESSED MEDICAL GAS ALARM F: 503 239-7327 4' LINEAR WALL MOUNT O DEG DEREE(S) MFR MANUFACTURER(ING) TEMPERED �_E2 FIRE EXTINGUISHER EGAD PANEL CABINET DEMO DEMOLITION MGR MANAGER TEL TELEPHONE 00 , ID WALL MOUNT HS HORN STROBE DEPT DEPARTMENT MIN MINIMUM TEMP TEMPERATURE, ' LARGE PENDANT TOILET F1 E71MOP SINK MEDICAL GAS SHUT OFF DF DRINKING FOUNTAIN MIRR MIRROR TEMPORARY 4' LINEAR PENDANT MGSO VALVE DIA DIAMETER MISC MISCELLANEOUS TG TEMPERED GLASS ,+� � HORN ONLY FEC SURFACE-MOUNTED DIM DIMENSION MOD MODIFY, MODULE, T&G TONGUE &GROVE Y SURFACE MOUNTED Z LINEAR WALL MOUNT I e� GRAB BAR FIRE EXTINGUISHER BSO BOILER SHUT OFF DIV DIVISION, DIVIDER MODULAR THRU THROUGH FIXTURE n TOILET WITH CABINET DN DOWN MRI MAGNETIC RESONANCE TKBD TACK BOARD TANK FB IJ BELL DWG DRAWING IMAGING TP TOILET PAPER n EMERGENCY EXIT 2' PENDANT LINEAR po PLUMBING FIRE DEPARTMENT M&S MIRROR &SHELF DISPENSER LIGHTING PENDANT CONNECTION �k �k CONNECTION www.ADarchitects.com E/(E) EAST, EXISTING MTD MOUNTED TOB TOP OF BEAM DRINKING _ FP FIRE PULL FE SURFACE-MOUNTED EA EACH MTL METAL TOC TOP OF CONCRETE/CURB STRIP LIGHT N Q FIRE EXTINGUISHER EOSC ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND FOUNTAIN EMERGENCY OXYGEN ILLUMINATED EXIT EYEWASHES PLANS SET FORTH ON THESE SHEETS ARE OWNED BY KI ELEC ELECTRICAL MILL MULLION TOF TOP OF FOOTING ® ® FIRE ALARM � SUPPLY CONNECTION AND ARE THE PROPERTY OF ANDERSON DABROWSKI ELEV ELEVATOR, ELEVATION TOIL TOILET SIGN FACP CONTROLPANEL FEC FIRE EXTINGUISHER ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF H 1- — — UNDER CABINET LIGHT SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR EMG EMERGENCY N/(N) NORTH, NEW TOJ TOP OF JOIST CABINET- FLS SHEET PIV POSITION INDICATOR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION HATCH;ARROW INDICATES WALL MOUNTED FDO FLOOR DRAIN []Q SHOWER HEAD ENAM ENAMEL NC NURSE CALL BUTTON/ TOP TOP OF PARAPET SIDE(S);ARROW INDICATES MASTER FIRE ONLY X VALVE OF ANDERSON DABIBITED ARCHITECTS,LLC,IS EQ EQUAL LIGHT TOS TOP OF STEEL H DIRECTION OF TRAVEL TO EXIT 0 TRACK LIGHTS FAUCET PROHIBITED BY LAW. ALARM PANEL FE SURFACE-MOUNTED EQUIP EQUIPMENT NEG NEGATIVE TOW TOP OF WALL FIRE EXTINGUISHER ` ACCESS CONTROLLED HR Answers Remodel EEQUIPMENT NF NONFERROUS TV TELEVISION ACCESSORIES LEGEND ELECTRICAL LEGEND FIRE ALARM - FLS SHEET ONLY ESTST ESTIMATE NIC NOT IN CONTRACT TYP TYPICAL * ® DOOR LOCK TI - WHA Beveland Building SUB-PANEL H(HALON);NF(NON-FERROUS) ETC ET CETERA NO/# NUMBER7650 SW Beveland Rd#130, K(DRV CHEMICAL);MRI(MRI SAFE) RELEASED UPON ACTIVATION OF THE FIRE EXAM EXAMINATION, NOM NOMINAL UG UNDERGROUND NOTE: NOT ALL SYMBOLS MAY BE USED. NOTE: NOT ALL SYMBOLS MAY BE USED. FH CO2(CARBON DIOXIDE ALARM SYSTEM IN ANY COMPARTMENT ZONE; Tigard, OR 97223 EXAMINING NRC NOISE REDUCTION UL UNDERWRITERS FLOOR/ 1 FIRE HYDRANT HATCH INDICATES CONTROLSIDE ELEV PLAN ELEV PLAN T o FIRE HOSE CABINET ELEV EMG STD ELEV STD EXCV EXCAVATED, COEFFICIENT LABORATORIES, INC ® CEILING EXCAVATION NTS NOT TO SCALE UNFIN UNFINISHED r-� GENERIC/BOBRIC TOILET EXH EXHAUST UNO UNLESS NOTED ElLJ PAPER DISPENSER DUPLEX RECEPTACLE TELEVISION SERVICE Construction Documents EXH EXHAUST UNO UNLESS NOTED — � EXIST EXISTING O NON-OPERABLE WINDOW OTHERWISE - PAPER TOWEL KIMBERLY CLARK TOILET CONNECTION SECURITY LEGEND Revisions: ❑ EXP EXPOSED, EXPANSION SECTION US UTILITY SHELF DISPENSERS o %oPAPER DISPENSER EXT EXTERIOR OC ON CENTER UTIL UTILITY _ C J Q ♦ -e 00 SINGLE RECEPTACLE NOTE: NOT ALL SYMBOLS MAY BE USED. OCC OCCUPANCY SENSOR J JUNCTION BOX F/(F) FAHRENHEIT, FUTURE OD OUTSIDE DIAMETER VA VOLTAGE ( ' l ` J E_ -I SANITARY NAPKIN DISPOSAL O yy ® FOURPLEX OUTLET o PP POWER POLE SAP SECURITY ALARM PANEL PANIC BUTTON FA FIRE ALARM OFCI OWNER FURNISHED, VAP VAPOR --_ SOAP DISPENSERS n W FAB FABRICATE(D), CONTRACTOR INSTALLED VAR VARIABLE, VARIES o a FOLD-DOWN UTILITY SHELF p�' DIRECTIONAL CAMERA MOTION SENSOR FABRICATOR OFOI OWNER FURNISHED, VCT VINYL COMPOSITION TILE - 0 4) DUPLEX RECEPTACLE T- ELECTRICAL PANEL FAC FACTORY FINISH OWNER INSTALLED VENT VENTILATOR ® HAND SANITIZER WITH USB Date: 02.09.21 BOBRICK SPECIMEN PAN TILT ZOOM CAMERA GB GLASS BREAK SENSOR FC FIRE ALARM CHIME OPP OPPOSITE VERT VERTICAL DISPENSERS ® PASS-THRU SPECIAL RECEPTACLE, ® V VOLUME CONTROL Scale: AS NOTED DEVICE OS OCCUPANCY SENSOR VEST VESTIBULE � ® � AS INDICATED v FD FLOOR DRAIN OSSC OREGON STRUCTURAL VIF VERIFY IN FIELD J TOILET SEAT COVER 360° CAMERA CR CARD READER Project No.: AD20152 FDC FIRE DEPARTMENT SPECIALTY CODE VOL VOLUME DISPENSER .4 WP WALL MOUNTED CONNECTION VNR VENEER PARTIALLY- RECESSED O ;B' BLANK PLATE TELEPHONE FE FIRE EXTINGUISHER P PAINT CUP DISPENSER WASTE RECEPTACLE Drawn By: APB FEC FIRE EXTINGUISHER PB PANIC BUTTON W/W/ WIDE, WITH U Q 0 0 a DATA OUTLET RECEPTACLE/SWITCH TYPES EQUIPMENT LEGEND Checked By: JMA CABINET PERF PERFORATED WAIN WAINSCOT 0 TELEPHONE OUTLET NOTE: NOT ALL SYMBOLS MAY BE USED. FF FINISH FLOOR PERP PERPENDICULAR WB WOOD BASE GLOVE DISENSER DEDICATED CIRCUIT FH FIRE HYDRANT PGBD PEGBOARD WC WATER CLOSET C J FHC FIRE HOSE CABINET PLAM PLASTIC LAMINATE WD WOOD PARTIALLY-RECESSED POWER STRIP_ _ _ _ _ _ _ DIED Jurisdiction Approval: �- - - - �= PAPER TOWEL AND WASTE GROUND FAULT CIRCUIT ROLLING STOOL FIN FINISH(ED) PLF POUNDS PER LINEAR WF WIDE FLANGE (STEEL) � � ( ) I FLEX FLEXIBLE FOOT WG WIRE GLASS, WALL GRILL 0 CHART/MAGAZINE RECEPTACLE �� ��° N LIGHT SWITCH GFCI INTERRUPTER EXAM TABLE FLR FLOOR PLUMB PLUMBING WH WATER HEATER RACK - ® N T COUNTDOWN TIMER TAMPER RESISTANT FLSH FLASHING PLYWD PLYWOOD WIN WINDOW T T g m FLR FLOOR(ING) PNEU PNEUMATIC WL WATER LINE n a SINGLE COAT HOOKS RECEPTACLE WITH A ® COMPUTER STATIONS r= - a FLUOR FLUORESCENT PTD PAINTED WM WALL MOUNTED [T] NC NURSE CALL o oP WEATHER PROOF COVER FOS FACE OF STUD PR PRINTER W/O WITH OUT COAT HOOK STRIP GENERIC MIRROR STRETCHER FP FIRE ALARM PULL PREFAB PREFABRICATED) WP WALL PROTECTION 19 INC"c NURSE CALL LIGHT E *D DIMMER SWITCH ° j STATION PRELIM PRELIMINARY WR WASTE RECEPTACLE WALL MOUNTED FIRM FRAMING PRESS PRESSURE WT WEIGHT (VARIOUS) WALL SCONCE SWITCH WITH OCCUPANCY Oo COMPUTER STATIONS 4 FT FOOT/FEET PRIN PRINTER WTBD WHITE BOARD = CHANGING TABLE / pq LOCO SENSOR FTG FOOTING PROJ PROJECTOR / T DOOR ACTIVATOR 0 LIGHTED MIRROR FURR FURRING PROP PROPERTY X OPERABLE WINDOW %3 3-WAY SWITCH WHEELCHAIRS Sheet Title: @ FXD FIXED PSF POUNDS PER SQUARE SECTION KP KEYPAD FOOT /LL A/B/C LETTERS DENOTE ABBREVIATIONS&SYMBOLS N PSI POUNDS PER SQUARE YD YARD DRAIN ® MAGNETIC HOLD OPEN vrAB (n CIRCUIT CONTROLLED ui E ZSheet No.: Al . U_ STANDARD MOUNTING HEIGHTS WALL TYPES 0 IKE] 4 L_EJ m W m W I7f 1 MAX 1 STRUCTURE STRUCTURE 4 -i ��N '' #8 SCREW, TYP. m W m W m 16 GA. TRACK AT 72" 1 DEFLECTION TRACK AS REQUIRED c o Z: o = � if EACH SIDE q p O O.C. W/(2) 1/4" DIA. ® _, = W W a 4 8L = HILTIKWIK BOLT II, D_ d D 2'O" PROVIDE STAGGERED 16 GA. ;o F p 00 EMBED 2"AT MTL. STUD DIAGONAL BRACING CENTERLINE OF AT 6'-0" O.C. SECURED TO FLUTE \/ \ CONTINUOUS RUNNER ALONG DUPLEX FOURPLEX PHONE/DATA NIGHT LIGHT WALL SWITCH NURSE CALL NURSE CALL ELEC/COMM WALL PHONE PAYPHONE DOOR WALL AND AT STRUCTURE ABOVE ANNUNCIATOR PULL-CORD PANEL BOARD ACTIVATING PUSH PAD PROVIDE BLANKET INSULATION CEILING SYSTEM-REFER CEILING SYSTEM-REFER Inc,ELECTRICAL OUTLETS AND ACCESSORIES 2'-0"TO EACH SIDE OF WALL TO CEILING PLAN TO CEILING PLAN WIDTH FOAAMM TAPE ALONG ANSWERS, n = 16 GA. BRACE- BEND WEB OUT(2") PROVIDE THICK FULL ATTACH TO TOP TRACK W/(2)#8 SCALE: 1/4" 1'-0" WALL FOR SOUND CONTROL. 3-1/2" METAL STUD @ 16"O.C. 3-1/2" METAL STUD @ 16"O.C. SOUND BATT. INSUL SOUND BATT. INSUL 5/8"TYPE 'X'GYP. 5/8"TYPE 'X' GYP. BD. EA. SIDE BD. EA. SIDE HILTI-ANCHOR @ 24" O.C. HILTI-ANCHOR @ 24"O.C. Aj i F- 2" NEOPRENE TAPE AT BASE & FLOOR SEE FINISH 2" NEOPRENE TAPE AT BASE & FLOOR SEE FINISH " 3y4' v ® I TOP AND BOTTOM SCHEDULE TOP AND BOTTOM SCHEDULE AND o L J ❑ ❑ L IL L J 5 L -1 STC Rating =49 STC Rating =49 4 4 4 UU U ~ W NON-RATED WALL NON-RATED WALL - EXTENDED TO STRUCTURE u'j, kMD, Ro 0 0 W W f A — Q a MOB O > SCALE: 1-1/2"= 1'-0" LJ SCALE: 1-1/2" = 1'-0" 9 OF 0��� CHART RACK GLOVE OPHTHAL- SPHYGMO- BP MONITOR MEDICAL GAS MEDICAL GAS X-RAY VIEW SHARPS DISPENSER MOSCOPE MANOMETER OUTLET OUTLET MASTER BOX CONTAINER ALARM PANEL ANDERSON MEDICAL EQUIPMENT AND ACCESSORIES DABROW SCALE: 1/4" = V-0" ARCH I T E C T S LLC STRUCTURE DEFLECTION TRACK AS REQUIRED s d 4'-0" 3-1/2" METAL STUD @ 16" O.C. V-0" SOUND BATT. INSUL k a a k� 5'-0" 5/8"TYPE 'X' GYP. 2'-6" MIN , BD. EA. SIDE 0 7650 SW Beveland St, Ste 120 1'-6" N CLR CEILING SYSTEM-REFER Portland, OR 97223 1 -3 TO CEILING PLAN T: 503 239-7377 MIN z \ 4 v z F: 5033 239-7327 N � N 3-1/2" METAL STUD @ 16"O.C. REQUIRED REQUIRED ROLL-IN TRANSFER-TYPE MOP SINK MOP HOLDER ACCESSIBLE TOILET CLEAR SINK CLEAR SHOWER SHOWER DRINKING 5/8"TYPE 'X'GYP. SPACE SPACE CLEAR SPACE CLEAR SPACE FOUNTAINBD. EA. SIDE in PLUMBING FIXTURES www.ADarchitects.com SCALE: 1/4" = V-0" HILTI-ANCHOR @ 24" 0. ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY BASE & FLOOR SEE FINISH 2" NEOPRENE TAPE AT BASE & FLOOR SEE FINISH AND ARE THE PROPERTY OF ANDERSON DABROWSKI SCHEDULE TOP AND BOTTOM SCHEDULE ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF —� SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR lig ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION STC Rating =49 OF ANDERSON DABROWSKI TECTS,LLC,IS ROH BI ED BY LAW C EXISTING NON-RATED WALL - EXTENDED TO STRUCTURE PARTIAL HEIGHT WALL HR Answers Remodel SCALE: 1-1/2" = V-o" U SCALE: 1-1/2"= V-o" TI - WHA Beveland Building 7650 SW Beveland Rd#130, Tigard, OR 97223 a ® Construction Documents x x Revisions: r (V GENERIC GENERIC GENERIC GENERIC GENERIC GENERIC CHANGING GENERIC GENERIC PAPER TOWEL SOAP HAND TOILET PAPER TOILET SEAT FEMININE TABLE MIRROR RECESSED Date: 02.09.21 DISPENSER DISPENSER SANITIZER DISPENSER COVER PRODUCT TRASH DISPENSER RECEPTACLE RECEPTACLE Scale: AS NOTED PLUMBING ACCESSORIES Project No.: AD20152 SCALE: 1/4" = V-0" 'IF AUDIBLE DEVICES ARE USED Drawn By: APB MOUNTING HEIGHTS TO MATCH AUDIBLE DEVICE MOUNTING HEIGHT Checked By: JMA z z z � OO ? W Lu w w EXIT Jurisdiction Approval: (D m p m v SIGNAGE ® 0 0 i5) 1 z -'I W 3 O rn o Z ° U) o J ® 0 ` � p ® W 2 J Q 0 z o U = Z O i - Eo W 0 o OJ °D W (7 c v w V) W a coM z : 0 - � I Sheet Title: N o CLOTHING/ THERMOSTAT CLOCK TELEVISION FIRE FIRE FIRE ALARM FIRE ALARM MOUNTING HEIGHTS & COAT HOOK ALARM EXTINGUISHER VISUAL DEVICE AUDIBLE DEVICE' WALL TYPES ai E PULL CABINET ca EQUIPMENT AND ACCESSORIES FIRE EQUIPMENT Sheet No.: A1 .2 SCALE: 1/4"= V-0" SCALE: 1/4" = V-0" GENERAL DEMOLITION FLOOR PLAN NOTES DEMOLITION FLOOR PLAN PLAN NOTES 1. GENERAL 3. REGULATORY AGENCY REQUIREMENTS 5. VERIFY EXISTING CONDITIONS/PROTECT FROM DAMAGE REMOVE EXISTING WALLS (OR PORTION OF WALL)AS INDICATED EXISTING CASEWORK TO REMAIN. 01 BY DASHED LINES. REMOVE ELECTRICAL OUTLETS, SWITCHES, 10 WORK REQUIRED PRIOR TO DEMOLITION: SAFETY REQUIREMENTS: CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND PHONE OUTLETS, DATA OUTLETS &COVER PLATES AS REQUIRED DIMENSIONS WHICH EFFECT THEIR WORK AS DESCRIBED IN THE TO FACILITATE WALL REMOVAL.VERIFY DISCONNECTION FROM11 THIS ROOM IS NOT TO BE PAINTED. CONTRACTOR TO PROVIDE SUFFICIENT NOTIFICATION OF THE WORK IF MORE RESTRICTIVE THAN THOSE SPECIFIED HEREIN, CONFORM TO DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF POWER SOURCE. SCHEDULE TO THE BUILDING OWNER AND ADJACENT DEPARTMENTS BUILDING CODE REQUIREMENTS AND TO ANSI A10.6"SAFETY CONSTRUCTION. PRIOR TO COMMENCEMENT OF ANY WORK. REQUIREMENTS FOR DEMOLITION". REMOVE AND SALVAGE EXISTING DOOR(AND RELITE ASSEMBLY IF REMOVE EXISTING DISHWASHER. ALL EXISTING WORK SHALL BE PROTECTED FROM DAMAGE AND 02 APPLICABLE), HARDWARE& FRAME FOR POSSIBLE REUSE. 12 ALL TEMPORARY FANS, BYPASS DUCTS, AND OTHER MECHANICAL GOVERNING REGULATIONS OF DEPARTMENT OF ENVIRONMENTAL RESTORED TO "AS NEW"CONDITION IF DAMAGED,AT NO ADDITIONAL AND ELECTRICAL MODIFICATIONS NEEDED TO MAINTAIN EXISTING QUALITY. COST TO OWNER/DEPARTMENT. THIS APPLIES TO ALL REMOVE EXISTING DOOR. EXISTING HARDWARE AND FRAME TO CLEAN AIR SUPPLY CONDITIONS FOR THE FACILITY SHALL BE IN SUBCONTRACTORS. 03 REMAIN. SEE DOOR SCHEDULE FOR MORE INFORMATION. PLACE. CONTRACTOR TO FOLLOW ILSM & INFECTION CONTROL EXISTING ASBESTOS: STANDARDS. PATCH FLOOR FINISHES AS REQUIRED AFTER REMOVAL OF RELOCATE EXISTING WALL SWITCHES AS REQUIRED TO SHOULD EXISTING ASBESTOS MATERIAL BE ENCOUNTERED, CASEWORK(IF FLOORING IS TO REMAIN). 04 ACCOMMODATE NEW LIGHTING AS SHOWN ON NEW REFLECTED WORK INCLUDED: CONTACT OWNER/ARCHITECT IMMEDIATELY PRIOR TO PERFORMING CEILING PLAN. PATCH AND REPAIR WALL TO MATCH ANY REMOVAL. CONTAINMENT OR ENCAPSULATION TO BE IN SURROUNDING CONDITIONS. NOTE NOT SHOWN. DO ALL DEMOLITION REQUIRED FOR COMPLETION OF WORK SHOWN ACCORDANCE WITH GOVERNING REGULATIONS OF DEPARTMENT OF ON DRAWINGS. ENVIRONMENTAL QUALITY. SALVAGE EXISTING CASEWORK FOR REUSE AT LOCATION SHOWN 05 ON NEW FLOOR PLAN. REMOVE DEBRIS FROM SITE DAILY. DO NOT STOCK PILE MATERIAL 4. EXISTING MECHANICAL, PLUMBING, AND ELECTRICAL ON SITE FOR LATER REMOVAL. LEAVE SITE BROOM CLEANED AT END REMOVE EXISTING CASEWORK AT THIS ROOM. DISPOSE OF OF THE DAY. ALL PRECAUTIONS AND REQUIREMENTS LISTED ARE THE 06 PROPERLY. RESPONSIBILITY OF THE CONTRACTOR AND MUST BE TAKEN TO ANSWERS. Inc, CONTRACTOR TO REMOVE ALL SCREWS, HOOKS, NAILS, ETC. FROM INSURE PROTECTION OF ALL ADJACENT DEPARTMENTS. PREP EXISTING WALLS THROUGHOUT SCOPE OF WORK(UNLESS WALLS. PATCH & REPAIR WALL AS REQUIRED THROUGHOUT AREA OF 07 NOTED OTHERWISE) FOR NEW PAINT. PAINT COLOR(S)TO BE WORK. COORDINATE ALL SYSTEM SHUT DOWNS APPLICABLE TO DEMO SELECTED BY TENANT. NOTE NOT SHOWN. WORK WITH BUILDING OWNER AND ADJACENT DEPARTMENTS. 2. SALVAGE 8] REMOVE EXISTING PLUMBING FIXTURES. CAP PLUMBING (EITHER PATCH ALL OPENINGS IN REMAINING WALLS, FLOORS,AND CEILINGS OS ABOVE CEILING, BELOW FINISHED FLOOR OR ABOVE CEILING IN TO BUILDING OWNER: WHERE ELECTRICAL, MECHANICAL, AND PLUMBING SYSTEMS HAVE FLOOR BELOW SO PIPING IS NOT LEFT IN WALLS)AS REQUIRED BY BEEN VACATED TO MEET CODE AS REQUIRED TO FINISH OUT SPACE. CODE. SEE PLUMBING DRAWINGS FOR MORE INFORMATION. THE FOLLOWING MATERIALS REMAIN PROPERTY OF THE BUILDING THIS INCLUDES PATCHING WHERE OUTLETS HAVE BEEN REMOVED. OWNER: REMOVE EXISTING FLOORING AT THIS ROOM. PREP FOR NEW TERMINATE ALL EXISTING ELECTRICAL IN WALLS, FLOORS, AND 09 FLOORING. SEE NEW FLOOR PLAN FOR SCOPE OF WORK. MATERIAL AND EQUIPMENT SHOWN ON DEMOLITION PLAN WHICH CEILINGS AS REQUIRED TO ACCOMMODATE NEW FLOOR PLAN, INCLUDES, BUT IS NOT LIMITED TO: ALL DOORS, DOOR FRAMES, UNLESS OTHERWISE NOTED. DOOR STOPS, LIGHTING FIXTURES, HVAC GRILLES, MIXING BOXES, DAMPERS, ELECTRICAL COVER PLATES, SWITCH PLATES, CEILING 3241 TILES, WINDOW BLINDS, ETC. . AND RSON REMOVE AND STORE ON SITE WHERE DIRECTED BY BUILDING OWNER. j_&7IJON D. R OF 0 - ANDERSON DABROWSKI II co 11 m Wco ARCH ITECTS ' _ - - II II + + + ' W I I uU I I W W LU Ui L L C I 01 1 01 ( )E +44 � ' I (E)+18 OFFICE (E)+18I OFFICE I I�(E)+18 OFFICE (E)+18 OFFICE OFFICE I(E)+44 k(E)+18 (E)+18>D1 I — (E)+18� CB (E)+18 - (E)+18 (E)+18 0 (E)+18 --- 1 L c�(E)+18' It E +18 1 T(E)+48(E)+44 1 r<(E)+18 ( ) II'' (E)+18 10 ' OFFICE (E)+18 (E)+48 05 (E)+ (E)+48 (E)+48\ " ' 0 (E)+18 (E)+48 119.74 SF (E)+48` II II I I II �\ / II 7650 + SW Beveland St, Ste 120 (E)+48 I Portland, OR 97223 I � ��--- -- --iL-- - - - -- —_ � L ' �- - - -- - - ------ == 7 OD T: 503 239-7377 02 oz — — — — — —————— —= 02 F: 503; 239-7327 OPEN I (l OFFICE v 0 I u11 w LU 01 VIII www.ADarchitects.com ap O1 O1 Q1 co ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND 02 — \+ + I PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI W ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF 02 SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR - -- - — P T - - -- - -- — — - ARRANGEMENTS ���,j-�' OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS ' m \ �� PROHIBITED BY LAW. W W w HR Answers Remodel Lu \ TI - WHA Beveland Building (E) ' 09 (E)+18 (E)+48 11 (E)+4807650 SW Beveland Rd#130, (E)+48 (E)+18 (E)+18 Tigard, OR 97223 BREAK (E)+18 OPEN (E)+18 SHARED ' E +18 (E)+18 E +18 (E)+18 OB (E)+18 (E)+18 ROOM ( ) OFFICE ( ) OFFICE OFFICE SERVER OFFICE OFFICE (E)+18 � � __ � � Construction Documents 08 12 06 (E)+18 (E)+50 126.00 SF 126.00 SF Revisions: LL � O O RE ' I FI co / 01 m m m co tE)+`� w (E)EPL_ JL - - 81 _ T B Date: 02.09.21 03 Scale: AS NOTED MOO Project No.: AD20152 HALLWAY Drawn By: APB 113 Checked By: JMA Jurisdiction Approval: STAIR 2 106 3 — � I C l9 D- O E ELEC RM MEN'S ® RESTROOM Sheet Title: c� 115 105 DEMOLITION FLOOR PLAN N E 1 . DEMOLITION FLOOR PLAN z Sheet No.: A3 .0 LL SCALE: 1/4" = 1'-0" GENERAL NEW FLOOR PLAN NOTES NEW FLOOR PLAN PLAN NOTES 1. THE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN 101ARGE SCALE DETAILS TAKE PRECEDENCE OVER SMALL SCALE 20.ALL WORK TO COMPLY WITH LATEST VERSION OF INTERNATIONALO PROVIDE AND INSTALL NEW WALLS AS SHOWN SHADED ON TERMS OF ARCHITECTURAL DESIGN CONCEPT, DIMENSIONS, AND DETAILS. BUILDING CODE, THE AMERICANS WITH DISABILITIES ACT AND ANY 01 PLAN. SEE WALL TYPES FOR MORE INFORMATION. NOTE NOT MAJOR ELEMENTS OF STRUCTURAL SYSTEM. AS SUCH,THE APPLICABLE STATE, COUNTY OR LOCAL REGULATIONS. SHOWN. DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK 11.ANY DETAIL THAT APPLIES TO A PARTICULAR SITUATION SHALL REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE APPLY TO ALL SIMILAR SITUATIONS UNLESS OTHERWISE NOTED, 21.FIRE SAFE/SEAL ALL FLOOR/WALL PENETRATIONS TO MEET O PATCH AND REPAIR ALL NEW WALL INFILL TO MATCH REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON THE BASIS OF APPLICABLE CODE REQUIREMENTS AS THEY RELATE TO FIRE RATED 02 SURROUNDING CONDITIONS. NOTE NOT SHOWN. THE GENERAL SCOPE INDICATED OR DESCRIBED, THE CONTRACTOR 12.I1F AN ITEM IS INDICATED ON THE DRAWINGS AS(NIC), IT IS"NOT IN WALLS. SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION CONTRACT". SUBSEQUENT DRAWINGS AND SPECIFICATIONS WILL BE PROVIDE AND INSTALL NEW OR RELOCATED DOORS (AND RELITE AND COMPLETION OF THE WORK. SUBMITTED BY OTHERS FOR SEPARATE APPROVAL AND BUILDING 22.CONTRACTOR TO PROVIDE CORNER GUARDS AT ALL EXPOSED 03 ASSEMBLY AS APPLICABLE), FRAMES AND/OR HARDWARE. SEE PERMITS. OUTSIDE CORNERS IN HALLWAYS, CORRIDORS, WAITING AREAS,AND DOOR SCHEDULE FOR MORE INFORMATION. 2. THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL VISIT THE AS INDICATED ON FLOOR PLAN DRAWING AND INTERIOR FINISH SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS. HE/SHE 13.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL SCHEDULE. NOTIFY ARCHITECT OF ANY DISCREPANCIES. PROVIDE AND INSTALL NEW OR RELOCATED CASEWORK AS SHALL INVESTIGATE,VERIFY,AND BE RESPONSIBLE FOR ALL REQUIRED BUILDING PERMITS. 04 INDICATED ON PLAN. SEE INTERIOR ELEVATIONS FOR MORE CONDITIONS OF THE PROJECT AND SHALL NOTIFY THE ARCHITECT OF 23.ELECTRICAL CONTRACTOR TO REVIEW INTERIOR ELEVATIONS FOR INFORMATION. ANY CONDITIONS REQUIRING MODIFICATION PRIOR TO 14."TYPICAL", AS USED IN THESE DOCUMENTS, SHALL MEAN THAT THE ELECTRICAL AND DATA OUTLET LOCATIONS. CONTACT ARCHITECT CONSTRUCTION. CONDITION IS THE SAME THROUGHOUT, UNLESS OTHERWISE NOTED. WITH ANY DISCREPANCIES BETWEEN FLOOR PLAN AND ELEVATIONS. 05 PROVIDE AND INSTALL NEW OR RELOCATED OUTLETS AS INDICATED ON PLAN. NOTE NOT SHOWN. 3. THE CONTRACTOR SHALL COORDINATE ALL TRADES RELATED TO 15.ANY DAMAGE TO EXISTING MATERIALS AND/OR CONDITIONS THAT 24.GENERAL CONTRACTOR TO NOTIFY ARCHITECT WHEN WALL LAYOUT HIS/HER WORK. ARE TO REMAIN OR BE REUSED SHALL BE THE RESPONSIBILITY OF HAS BEEN CHALKED OUT FOR REVIEW. ARCHITECT'S REVIEW OF PROVIDE AND INSTALL NEW OR RELOCATED DATA OUTLETS THE CONTRACTOR TO REPAIR OR REPLACE SUCH EXISTING LAYOUT DOES NOT RELIEVE THE CONTRACTOR FROM INCORRECT 06 WHERE INDICATED,WIRING PULL AND INSTALL TO BE INSTALLED 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE MATERIALS AND/OR CONDITIONS AT NO ADDITIONAL COST TO THE LAYOUTS BUT IS SIMPLY A GENERAL OVERALL CURSORY REVIEW. BY CONTRACTOR. NOTE NOT SHOWN. CODES, REGULATIONS, AND ORDINANCES. OWNER. 25.AT WALLS OF DIFFERING THICKNESS INTENDED TO ALIGN, PROVIDE 07 PLSEE NEWCEILING PLANFOR WIRING SCHEMATICS. ANSWERS, Inc. TED 5. ALL WORK SHALL BE PERFORMED WITH PROCEDURES SET FORTH BY 16.ALL NEW TOILET ACCESSORIES ARE TO BE MOUNTED PER ADDITIONAL MATERIAL TO CREATE A FLUSH FINISH SURFACE. ON AN. PRODUCT MANUFACTURER'S STANDARD SPECIFICATIONS OR MANUFACTURER'S REQUIREMENTS TO MEET ADA STANDARDS NOTE NOT SHOWN. STANDARD PRACTICE PROCEDURES PUBLISHED BY TRADE UNLESS OTHERWISE NOTED. 26.WET WALLS ARE DEFINED AS ANY WALLS WITHIN 4'-0"OF A PLUMBING ASSOCIATIONS. WHEN SEPARATELY BOUND SPECIFICATIONS FIXTURE, ALL WET WALLS TO RECEIVE CLASS A FLUSH FINISH O PROVIDE AND INSTALL NEW PLUMBING FIXTURE AS SHOWN. SEE ACCOMPANY THESE DRAWINGS, THEY SHALL BE CONSIDERED PART 17.ALL WALL MOUNTED ACCESSORIES/ ITEMS TO BE REMOVED PRIOR SURFACE. 08 PLUMBING SCHEDULE FOR MORE INFORMATION. OF THESE CONSTRUCTION DOCUMENTS. TO PAINTING WALLS. ITEMS INCLUDE, BUT ARE NOT LIMITED TO,THE FOLLOWING: ELECTRICAL COVER PLATES, MIRRORS, COAT HOOKS, PROVIDE AND INSTALL NEW RELITE ASSEMBLY. SEE RELITE 6. CONTRACTOR SHALL VERIFY DIMENSIONS AND NOTIFY ARCHITECT ARTWORK, TOILET ROOM ACCESSORIES, ETC. RE-INSTALL ITEMS 09 SCHEDULE FOR MORE INFORMATION. OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. AFTER PAINTING. PROVIDE AND INSTALL NEW CARPET TILES AND RUBBER BASE 7. ALL FIELD DIMENSIONS TAKE PRECEDENCE OVER DIMENSIONS ON 18.CONTRACTOR TO COORDINATE SCHEDULING OF ALL TENANT 10 AS NECESSARY TO MATCH EXISTING THROUGHOUT SCOPE OF DRAWINGS. RELATED WORK OCCURRING IN ADJACENT SUITES WITH OWNER'S WORK (UNLESS NOTED OTHERWISE). NOTE NOT SHOWN. REPRESENTATIVE, SECURITY OFFICE,AND ADJACENT TENANTS WELL 8. USE DIMENSIONAL INFORMATION GIVEN. DO NOT SCALE DRAWINGS. IN ADVANCE OF ACTUAL WORK. 11 PROVIDE AND INSTALL NEW LVT(MOHAWK, C0016 MORIKATO, DIMENSIONS ARE FROM FACE OF GYPSUM BOARD. COLOR TO BE SELECTED BY TENANT)AND RUBBER BASE (MATCH A� 3241 19.CONTRACTOR TO COORDINATE W/TENANT AND/OR VENDOR WHEN SUITE STANDARD PROFILE AND COLOR)AT THIS ROOM. JON M. AND RSON 9. ANY DIMENSION NOT GIVEN ON PLANS SHALL BE AVAILABLE FROM INSTALLING ITEMS SUPPLIED BY OTHERS THAN CONTRACTOR. THE ARCHITECT. 12 INSTALL RELOCATED OR NEW DISHWASHER. • D, R I r� 10'-4" 20'-0" +/-17'-9" OF 4�v i A)% ANDERSON _ - DABROWSKI Adb mW mm 9 c RdbSCO ' ARCH ITECTS ++ + + 7.1 f ,+ Z+ zw zLu w w z L L C (N)+18 (N)+18 OPEN OPEN OPEN I x OFFICE (N�+18 OFFICE (N)+18 (N)+18 ( )+18 E) OPEN E +1 OFFICE (E) OFFICE OFFICE OFFICE 1310 1309 1308 E +18 1307 13084(E)+181305 (E)+18 165.33 IF 320.00 IF 277.50 SF161.10 IF 156.95 IF 306.36 IF OFFICE (E)+18 C Zt ED (E)+18 (E)+18 ®A A (E)+18 (E)+48 119.74 IF (R)+as + z (R)+48 (E)+48 7650 SW Beveland St, Ste 120 a Portland, OR 97223 I T: 503 239-7377 (N)+11 <K(N)+18 (N)+18 (N)+18 (N)+1e u, F: 503) 239-7327 (N)+18 (N)+18 (N)+18 (N)+18 (N)+18 A7.1 OPEN ' 4'-0" 8'-0" 4'-0" 8'-0" 6,-8" 4'-0" 6'-8" T _ 03 ALIGN 04 OFFICE A 6 + 6 a' A 9 W OC !IL + 821.98 IF 0 (R)+48 OB © © OC w w B -- HALLWAY ' HALLWAY ALIGN 00 m 1314 A HALLWAY A A A 192.45 IF 0 www.ADarchitects.com 04 09 z 09 CO 1313 09 z 09 z 09 135.04 IF ' ( )+44 OPEN 178.95 IF 4'-0" +/-9'-4" 4'-0" EQ EQ I ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND v PLANS SET FORTH ON THESE SHEETS ARE OWNED BY OFFICE + 6 AND ARE THE PROPERTY OF ANDERSON DABROWSKI 1311 F ODIII I 03O 03 ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR 103.33 IF r - -- --_ ;,; , - - ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION O I -0 AL - - V' -- - - OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS ao RE m M PROHIBITED BY LAW. 2 (N)+18 w * A + + A 09 w 09 m 00 00 C (�)+44 7.1 ( )+18 L z z z �W + HR Answers Remodel E LU TI - WHA Beveland Building I 11 (E)+18 (E)+48 (E)+48 7650 SW Beveland Rd#130, (N)+48 (E)+48 Tigard, OR 97223 BREAK (E)+18 (E)+18 (N)+48-0 ((N)+8g -t(E)+18 + (E)+18 3B (E)+18 STORAGE/ (E)+18 I ROOM (E)+18 RECEPTION / (E) 18 (E)+18 ®♦ CONFERENCE OFFICE SERVER ' OFFICE OFFICE (E)+ts Construction Documents B B + 1312 e (E)+18 WAITING 1302 1303 1304 0 0 `v z C 08 12 179.75 IF 7'1 (E)+18 1301 208.38 SF 144.19 IF (E)+50 126.00 IF C 126.00 IF 126.00 IF Revisions: rt (N)+48 04 208.00 IF o BUILDING (N)+18 v U ELECTRICAL ' + CID 116 moo I ao co ro (E)+� ao 03 68.36 SF +, + ++ +. �+ + + ,+ 116 - w w w w zz (E)EP D CE) LL LU Lu T B � Date: 02.09.21 0309 Scale: AS NOTED - moo Project No.: AD20152 10'-4" Drawn By: APB HALLWAY 113 Checked By: JMA Jurisdiction Approval: STAIR 2 106 3 a _ m a Z ® MEN'S RESTROOM Sheet Title: N EH F_ ELE15 M 105 NEW FLOOR PLAN N F41 11 E 1 . NEW FLOOR PLAN M Sheet No.: A3 . 1 ii SCALE: 1/4"= V-0" DOOR SCHEDULE DOOR SCHED GENERAL NOTES 1. ALL DOORS TO BE SOLID GRADE CORE DOORS WITH CLEAR FINISH. DOORS FRAMES 2. ALL HOLLOW METAL FRAMES TO BE PAINTED WITH SPRAY APPLIED ALKYD ENAMEL. SIZE DESCRIPTION DESCRIP I DETAILS CONFER WITH ARCHITECT BEFORE APPLYING FINISH WITH OTHER METHODS. 3. FLUSH WOOD DOORS TO COMPLY WITH REQUIREMENTS OF N.W.M.A. I.S.I. GRADE: p J O J PREMIUM O Q a Of LU (~j w 3 h- (7 p od w (D p� LU � w 4. PROVIDE HINGES, GASKETING, SILENCERS, DOOR STOPS, ETC.AS REQUIRED AT ALL LU w DOOR LOCATIONS. REFER TO DOOR SCHEDULE FOR FIRE RATING AND ASSEMBLY g _Z w m LU rn U) p w O O z (D ~ O g ¢ ¢ p w If w w 0 REQUIRED. MATCH BUILDING STANDARD. z w U O z L) OLU cDJ aJ x p _ = Y p O O p p g p w w Z o Z p p 5. HARDWARE FINISH: MATCH BUILDING STANDARD SATIN CHROME FINISH AT SUITE (D U CD K J J w Q L 3 J w Q H O Q O Q of H DR. UJ ~ V) a O) Oz U_ � LLI U)) � w z W � UL _ U_ o � o U) U Q INTERIOR DOORS. NO. RM NAME W H T S P MAT FIN TYPE L E N R FR HW MAT FIN EG DP COMMENTS 6. REUSE EXISTING DOORS, FRAMES, HARDWARE IF POSSIBLE. (REUSE ONLY PRODUCT THAT IS IN GOOD CONDITION AND MEETS BUILDING STANDARDS FOR FINISHED T.I.) 116 BLDG ELECTRICAL 3'-0" 7'-0" 1-3/4" S W A (N) NR HW-1 TIMELY ELK NEW DOOR W/ADA COMPLIANT HARDWARE. MATCH BUILDING STANDARD. 1301 RECEPTION/WAIT 3'-0" 7'-0" 1-3/4" S W B (N) 20 MIN (E) TIMELY BILK NEW DOOR AT EXISTING FRAME. REUSE EXISTING HARDWARE. 7. ALL DOORS W/LOCKS WITHIN SCOPE TO BE KEYED/RE-KEYED BY OWNER. 1304 STORAGE/SERVER 3'-0" 7'-0" 1-3/4" S W C (R) NR (E) TIMELY ELK RELOCATED DOOR ASSEMBLY. REUSE EXISTING HARDWARE. 8. PROVIDE WALL STOPS AT ALL NEW DOORS WITHIN SCOPE OF WORK. 1307 OFFICE 3'-0" 7'-0" 1-3/4" S W C (R) NR (E) TIMELY BILK RELOCATED DOOR ASSEMBLY. REUSE EXISTING HARDWARE. 9. CONTRACTOR TO PROVIDE CUT SHEETS TO ARCHITECT FOR REVIEW AND APPROVAL ON ALL SPECIFIED HARDWARE INCLUDED IN PROJECT. 10. STANDARD RETURN BEHIND ALL DOORS TO BE 6" UNLESS NOTED OTHERWISE. ANSWERS, Inc,1 11. DO NOT PAINT OVER FIRE RATING LABEL ON FRAMES AND DOORS. COVER LABEL DURING APPLICATION OF FINISHES. NOTE CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DOOR SCHEDULE AND DOOR HARDWARE SCHEDULE DURING PRICING AND PRIOR TO START OF CONSTRUCTION. JON . AND D, DOOR TYPES HARDWARE SCHEDULE DOOR HEAD / JAMB DETAIL OF s" s" s'-51/2• HW-1 3'-31/2• QTY ITEM DESCRIPTION MANUF FINISH ANDERSON 3 HINGES MATCH BUILDING STANDARD N/A N/A 5/8" GYP. BD. (TYPE "X"AT DABROWSKI RATED WALLS) io \ 1 STOREROOM LOCKSET MATCH BUILDING STANDARD N/A N/A ARCH I T E C T S TEMPERED GLASS TEMPERED GLASS 1 GASKETING MATCH BUILDING STANDARD N/A N/A 1 DOOR STOP MATCH BUILDING STANDARD N/A N/A L L C 4 v 18 GA METAL STUDS o- n r o- M � HOLLOW METAL/TIMELY FRAME OO © © DOOR STANDARD DOOR STANDARD DOOR STANDARD DOOR 7650 SW Beveland St, Ste 120 W/FULL RELITE, W/ONE SIDE LITE Portland, OR 97223 20 MIN T: (503) 239-7377 F: (503) 239-7327 1 . FRAME DETAIL SCALE: 3" = V-0" www.ADarchitects.com ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI PLUMBING SCHEDULE GENERAL RELITE NOTES ARCHITECTS,LLC USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT HOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS 1. ALL RELITE DIMENSIONS TO BE FIELD VERIFIED PRIOR TO FABRICATION. PROHIBITED BY LAW. BREAK ROOM 1312 2. RELITE MANUFACTURER/SUPPLIER TO PROVIDE ALL REQUIRED ANCHORING OF RELITE SYSTEM TO BUILDING STRUCTURE. HR Answers Remodel S1 SINK: SINGLE BASIN SINK, TOP-MOUNT, ELKAY LRAD 2522, 18 GAUGE STAINLESS, 25"X 22"OVERALL, 21"X 15.75"X 8.125"BASIN TI - WHA Beveland Building FAUCET W/ PULL-DOWN SPRAY: ELKAY LK6000 3. ALL FRAMES SHOWN ARE 1-1/2"WIDE. 7650 SW Beveland Rd #130, 4. ALL RELITE ASSEMBLIES ARE NON RATED (UNLESS OTHERWISE NOTED). Tigard, OR 97223 5. ALL RELITE ASSEMBLIES ARE TO BE TIMELY FRAMES. Construction Documents 6. ALL GLASS IS TO BE TEMPERED. Revisions: RELITE TYPES Date: 02.09.21 Scale: AS NOTED 3'-10 1/2" 7'-6" 6'-2" 3'-3 1/2" 1'-9 1/2" Project No.: AD20152 Drawn By: APB o \ o \ 4 \ Checked By: JMA N N N a Jurisdiction Approval: o ` 4 4 iv iv n c0 CD a0 a t0 f0 t0 to 3L i F.F. F.F. F.F. Q a RELITE RELITE �\ RELITE �\ RELITE � RELITE co o ~ SCALE: 1/4"= V-0" SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" L.J SCALE: 1/4"= V-0" C SCALE: 1/4"= V-0" m Sheet Title: N SCHEDULES 0 N N E .2Sheet No.: /� 7.O ii +/-21'-0 3/4" 6 7 EQ 4 7.1 7.1 N N � 2'-6" NEW PLASTIC LAMINATE NEW PLASTIC LAMINATE 77 (PL-2) ENCLOSURE PANEL (PL-2) ENCLOSURE PANEL PLASTIC LAMINATE 4 NEW PLASTIC NEW PLASTIC LAMINATE ENCLOSURE PANEL- Lu LAMINATE (PL-2) TALL CASEWORK (PL-2) UPPER CASEWORK SCRIBE TO CEILING \ \ / \ / \ / CONTINUOUS BLOCKING W Co m RELOCATED OR NEW PLASTIC LAMINATE PLASTIC LAMINATE DOOR- REFER TO ELEVATIONS (PL-1)COUNTERTOP 4 L OOR IS TO W/BACKSPLASH FOR WHETHERBE LOCKINGG e f RELOCATED PLASTIC o C-4 \ / LAMINATE BASE e CASEWORK, PROVIDE MELAMINE ADJUSTABLE END (PL-1) PANELS AS SHELF- REFER TO ANSWERS,INTERIOR ELEVATIONS FOR Inc, -- NEEDED TO MATCH EXISTING NUMBER OF SHELVES MELAMINE FIXED SHELF o Bo 1 . OPEN OFFICE - 1305 2 . OPEN OFFICE - 1311 SCALE: 3/8" = 1'-0" SCALE: 3/8"= 1'-0" V-2" +/-15'-0" 4 7.1 PLASTIC LAMINATE ENCLOSURE _ N PANEL-SCRIBE TO CEILING w 32412' 1 1/2" JON . urD ?' NEW PLASTIC LAMINATE o (PL-2) ENCLOSURE PANEL APPLY PLASTIC LAMINATE TO ALL a CONTINUOUS HANGING CLEAT EXTERIOR SURFACES(TYP) e NEW PLASTIC LAMINATE 11-0. PLASTIC LAMINATE BACKSPLASH " MELAMINE ADJUSTABLE _ � DIME CLEAR SHELF- REFER TO _ r� (PL-2) UPPER CASEWORKo o _ _ ___ INTERIOR ELEVATIONS FOR DRAWER WITH FULL EXTENSION _i NUMBER OF SHELVES OF 1" GLIDES - REFER TO INTERIOR { MELAMINE ADJUSTABLE SHELF- ELEVATION IF DRAWER TO BE REFER TO INTERIOR ELEVATIONS LOCKING 00 00 NEW PLASTIC FOR NUMBER OF SHELVES PLASTIC LAMINATE DOOR- LAMINATE MELAMINE ADJUSTABLE SHELF- ANDERSON �q REFER TO INTERIOR ELEVATIONS c REFER TO ELEVATIONS COUNTERTOP(PL-1) PLASTIC LAMINATE DOOR- REFER FOR NUMBER OF SHELVES £� FOR WHETHER DOOR IS TO DABROWSKI � p 1 p/ DW W/BACKSPLASH TO ELEVATIONS FOR WHETHER o c iv BE LOCKING /1 R V V DOOR IS TO BE LOCKING PLASTIC LAMINATE DOOR- REFER o NEW PLASTIC LAMINATE TO ELEVATIONS FOR WHETHER ARCH I T E C T S i] DOOR IS TO BE LOCKING iv (PL-2) BASE CASEWORK e L L C 7.1 71 10'-51/4" 2'-0" 2'-63/4" 7.1f 3" 3" (4 EQ) CUR 3. BREAK ROOM - 1312 4. TYPICAL UPPER 5. TYPICAL BASE 6. FULL-HEIGHT, (2) DOORS SCALE: 3/8" = 1'-0" SCALE: 1"= 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = V-0" 7650 SW Beveland St, Ste 120 Portland, OR 97223 2-'/e" CASEWORK FINISHES CASEWORK NOTES T: M3) 239-7377 2'-1 1/2" 2'-1 1/2" SOUND BATT INSULATION. MIN F: 503)) 239-7327 GASKET WITH ADHESIVE ON PL-1 (HORIZONTAL) 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS TO ARCHITECT FOR ALL CABINETRY BOTH SIDES;ADDITIONAL MANUF: NEVAMAR WORK PRIOR TO FABRICATION. APPLY PLASTIC LAMINATE TO ALL APPLY PLASTIC LAMINATE TO ALL GASKET OR FIELD PATTERN: MARITIME GRAY S6027T EXTERIOR SURFACES (TYP) EXTERIOR SURFACES (TYP) APPLICATION OF ADHESIVE COLOR: EDGE BAND TO MATCH 2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO CABINETRY PLASTIC LAMINATE BACKSPLASH v PLASTIC LAMINATE BACKSPLASH `v MAY BE REQUIRED WHEN INSTALLED AGAINST GLASS. UmwJ PL-2 (VERTICAL) FABRICATION. MULLION MATE OR SIMILAR MANUF: WILSONART 3. CONTRACTOR TO CONFIRM: SINK MANUFACTURER, SINK SIZE COMPATIBILITY PARTITION ENCLOSURE, SIZED PATTERN: PLATINUM D315-80 APPROPRIATELY FOR EACH WWW.ADarchitects.com °O NOTE: EDGE BAND TO MATCH WITH CABINETRY AND A.D.A. COMPLIANCE PRIOR TO FABRICATION. — LOCATION. 4. PROVIDE NEW PLASTIC LAMINATE ENCLOSURE PANELS ABOVE CABINETRY ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND MELAMINE PLANS SET FORTH ON THESE SHEETS ARE OWNED BY SERIES 911-EC-375 FINAL FINISH: WHITE WHERE OPEN SPACE BETWEEN TOP OF CABINET AND FINISHED CEILING IS LESS AND ARE THE PROPERTY OF ANDERSON DABROWSKI FORMS 1. THAN 18" ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR "O c METAL CHANNEL. CE (CABINET EDGING) ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION MAUF: ABS 5. CASEWORK MADE WITH FORMALDEHYDE PRODUCTS ARE NOT ALLOWED. OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS N iV 5/8"TYPE 'X' GYP BD.ALL CONOR: MATCH PLASTIC LAMINATE PROHIBITED BY LAW. PLASTIC LAMINATE DOOR- REFER f1l fV SIDES. THICKNESS: 0.018" 6. COUNTERTOPS TO RECEIVE BACKSPLASHES ON ALL SIDES ABUTTING WALLS. TO ELEVATIONS FOR WHETHER N HR Answers Remodel DOOR IS TO BE LOCKING EXISTING GLAZING.EXISTING MULLION. TI - WHA Beveland Building 7650 SW Beveland Rd#130, Tigard, OR 97223 WALL BASE,AS SCHEDULED N WALL BASE, AS SCHEDULED EXISTING WINDOW SILL. Construction Documents Revisions: 7 . SINK BASE 8. OPEN COUNTER 9 . MULLION DETAIL GLAZING SCALE: 1" = V-0" SCALE: 1"= 1'-0" SCALE: 3" = V-0" Date: 02.09.21 Scale: AS NOTED Project No.: AD20152 Drawn By: APB Checked By: JMA Jurisdiction Approval: m 3 i w C Sheet Title: LO INTERIOR ELEVATIONS N AND CASEWORK DETAILS ai E M z Sheet o.: L- GENERAL DEMOLITION REFLECTED CEILING PLAN NOTES DEMOLITION REFLECTED CEILING PLAN NOTES 1. GENERAL 3. REGULATORY AGENCY REQUIREMENTS 5. VERIFY EXISTING CONDITIONS/PROTECT FROM DAMAGE REMOVE (OR SALVAGE) EXISTING CEILING TILE AND GRID AS 01 SHOWN DASHED. SALVAGE ALL CEILING MOUNTED ITEMS WORK REQUIRED PRIOR TO DEMOLITION: SAFETY REQUIREMENTS: CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND (GRILLES, CAMERAS, SPEAKERS, SMOKE DETECTORS, ETC). DIMENSIONS WHICH EFFECT THEIR WORK AS DESCRIBED IN THE REVIEW WITH OWNER FOR ITEMS TO BE KEPT AND WHERE TO CONTRACTOR TO PROVIDE SUFFICIENT NOTIFICATION OF THE WORK IF MORE RESTRICTIVE THAN THOSE SPECIFIED HEREIN, CONFORM TO DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF STORE KEPT ITEMS. SEE NEW REFLECTED CEILING PLAN FOR SCHEDULE TO THE BUILDING OWNER AND ADJACENT DEPARTMENTS BUILDING CODE REQUIREMENTS AND TO ANSI A10.6"SAFETY CONSTRUCTION. EXTENT OF WORK. PRIOR TO COMMENCEMENT OF ANY WORK. REQUIREMENTS FOR DEMOLITION". ALL EXISTING WORK SHALL BE PROTECTED FROM DAMAGE AND ❑ REMOVE OR RELOCATE EXISTING SWITCHING AS REQUIRED. SEE ALL TEMPORARY FANS, BYPASS DUCTS,AND OTHER MECHANICAL GOVERNING REGULATIONS OF DEPARTMENT OF ENVIRONMENTAL RESTORED TO"AS NEW" CONDITION IF DAMAGED, AT NO ADDITIONAL 02 DESIGN-BUILD ELECTRICAL DRAWINGS FOR MORE INFORMATION. AND ELECTRICAL MODIFICATIONS NEEDED TO MAINTAIN EXISTING QUALITY. COST TO OWNER/DEPARTMENT.THIS APPLIES TO ALL NOTE NOT SHOWN. CLEAN AIR SUPPLY CONDITIONS FOR THE FACILITY SHALL BE IN SUBCONTRACTORS. PLACE. CONTRACTOR TO FOLLOW ILSM & INFECTION CONTROL EXISTING ASBESTOS: ❑ REMOVE OR RELOCATE EXISTING MECHANICAL GRILLE(S)AS STANDARDS. 03 SHOWN DASHED. SEE DESIGN-BUILD MECHANICAL DRAWINGS FOR SHOULD EXISTING ASBESTOS MATERIAL BE ENCOUNTERED, MORE INFORMATION. WORK INCLUDED: CONTACT OWNER/ARCHITECT IMMEDIATELY PRIOR TO PERFORMING ANY REMOVAL. CONTAINMENT OR ENCAPSULATION TO BE IN SALVAGE EXISTING 2'X 4' LIGHT FIXTURE AS NOTED FOR POSSIBLE DO ALL DEMOLITION REQUIRED FOR COMPLETION OF WORK SHOWN ACCORDANCE WITH GOVERNING REGULATIONS OF DEPARTMENT OF 04 REUSE. SEE DESIGN-BUILD ELECTRICAL DRAWINGS AND NEW ON DRAWINGS. ENVIRONMENTAL QUALITY. REFLECTED CEILING PLAN FOR MORE INFORMATION. REMOVE DEBRIS FROM SITE DAILY. DO NOT STOCK PILE MATERIAL 4. EXISTING MECHANICAL, PLUMBING, ELECTRICAL AND LOW-VOLTAGE 05 SALVAGE EXISTING CEILING MOUNTED EXIT SIGN FOR POSSIBLE ON SITE FOR LATER REMOVAL. LEAVE SITE BROOM CLEANED AT END REUSE. SEE DESIGN-BUILD ELECTRICAL DRAWINGS AND NEW OF THE DAY. ALL PRECAUTIONS AND REQUIREMENTS LISTED ARE THE REFLECTED CEILING PLAN FOR MORE INFORMATION. RESPONSIBILITY OF THE CONTRACTOR AND MUST BE TAKEN TO ANSWERS. Inc, CONTRACTOR TO REMOVE ALL SCREWS, HOOKS, NAILS, ETC. FROM INSURE PROTECTION OF ALL ADJACENT DEPARTMENTS. CEILING, AND SOFFIT AREAS. PATCH &REPAIR THESE LOCATIONS AS REQUIRED THROUGHOUT AREA OF WORK. COORDINATE ALL SYSTEM SHUT DOWNS APPLICABLE TO DEMO WORK WITH BUILDING OWNER AND ADJACENT DEPARTMENTS. 2. SALVAGE PATCH ALL OPENINGS IN REMAINING CEILINGS AND SOFFIT AREAS THE FOLLOWING MATERIALS REMAIN PROPERTY OF THE BUILDING WHERE ELECTRICAL, MECHANICAL, AND PLUMBING SYSTEMS HAVE OWNER: BEEN VACATED TO MEET CODE AS REQUIRED TO FINISH OUT SPACE. MATERIAL AND EQUIPMENT SHOWN ON DEMOLITION PLAN WHICH TERMINATE ALL EXISTING ELECTRICAL IN SOFFITS AND CEILINGS AS INCLUDES, BUT IS NOT LIMITED TO: LIGHTING FIXTURES, HVAC REQUIRED TO ACCOMMODATE NEW FLOOR PLAN, UNLESS GRILLES, AUDIO SPEAKERS, MIXING BOXES, DAMPERS, ELECTRICAL OTHERWISE NOTED, COVER PLATES, SWITCH PLATES, CEILING TILES,ALARM AND SMOKE DETECTION DEVICES. Ay� . JON . A*RSON'��REMOVE AND STORE ON SITE WHERE DIRECTED BY BUILDING �� AOWNER. D, OF ANDERSON - DABROWSKI II II D3 ARCH ITECTS LLC FT—P II II rI—I� rhe oc II _�I] II FF-I-1 F1]J I O II LIJ II LUJ LI_IJ oa oa oa I oc I� II oc (oc N oc u oc (E (E (E (E I I (E _ (E I J I I (E (E (E L LI J (E (E (IJ J (E r�I� (E)+ 8-0, (E)+48 # (E)+ b r 1_ OC 03 — FI IJ oa L LI J I I _J I ; I I (E)+ g I 7650 SW Beveland St, Ste 120 (E I I _ I I (e (e (e Portland, OR 97223 T: (503) 239-7377 ( ) F: 503 239-7327 03 05 (E rn rn-�� — � rr-n rrn ren rn� rr1� rI 1 �i 7 � 1 rr 1 1 rrl_1 rr7—I rhe I IIII r_71 J F[i_1Z.: �I F1-1 J FI I-1 f[I] Fn- 01 III I oa LUJ L I_I J pq L U J pq L LI-1 pq L 1_I J pq L LI J 01 oc U FA �1 �1 # ® oc O u I oc www.ADarchitects.com LE L LI J (E_I J L J (E J (E (E (E (E (E J '.(E (E (1 ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY oa t> > + + AND ARE THE PROPERTY OF ANDERSON DABROWSKI LU I ( I ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION - - - - (E (E \ (E \ OF ANDERSOPROHIBITED DABROWSKBYRLCAWTECTS,LLC,IS HR Answers Remodel F[IJ F_I—I-_1 O I TI - WHA Beveland Building I 03 I I I I I L CI J pq L LI J 04 (E)+ g O+48 7650 SW Beveland Rd#130, LI 1 �W (E)+4 Tigard, OR 97223 _ LEj_I LELI J EIX rrl� 1 LW01 I L LI J pq I D1 I Construction Documents + j_ + + (E (E) (E — (E (E (E cE ® tE O (E (E (E � E O (ET (E AE I 0- J - - - - Date: 02.09.21 _LL - -—- Scale: AS NOTED IIIIIIIIIIIIIII� IIIIIIIIIIIIIII� lllllllllllllll� IIIIIIIIIIIIIIII� IIIIIIIIIIIIIIII� IIIIIIIIIIIIIIII� IIIIIIIIIIIIIIII� llllllillllll� IIIIIIIIIIIIIIII� IIIIIIIIIIIIIIII� IIIIIIIIIIIIIIII� lllllllllllllll� IIIIIIIIIIIIIIII� Illlll� Illlllllillll� IIIIIIIIIIIIIIII� IIIIIIIIIIIIIII� Illlllllllllll� Illllllllllll� lilllllllllll� lllllllllllllll� I� Illlllllllllil� IIIIIIIIIIIIII� IIIIIIIIIIIIIII� IIIA Project No.: AD20152 Drawn By: APB Checked By: JMA Jurisdiction Approval: O O O(E) (N (JN) _ U (E) K O(E) E) SD o / \ ® ISI I O 1 Sheet Title: IC \(N) DEMOLITION LOWER LEVEL — REFELCTED CEILING PLAN M 1 . DEMOLITION REFLECTED CEILING PLAN Z Sheet No.: A9.0 U. SCALE: 1/4" = V-0" SPRINKLER / DEVICE GENERAL NEW REFLECTED CEILING PLAN NOTES NEW REFLECTED CEILING PLAN NOTES LOCATIONS IN 1. THE REFLECTED CEILIG PLAN IS FR GRID VIE HVAC BALANCING,AND ASSOCIATED PROVIE AND INSTALL NEW WALLS AS SHOWN SHDE , SEE PLACEMENT/ORIENTATION PURPOSOES ONLY.AND LIGHT FIXTURE REQUIREID TO AOCCOMMODATEO HE SCOPE OF WORKI ELATPRIDE HVAC MODFICATIOED TO 10 REPORTS BY CERTI.CONTRACTOR TO FIIEED D3RD PARTY VENDOR UPON COMPLETION OF 01 NEW FDLOOR PLAN FOR MORE INFORMATION. NO EANOTD SHOWN. CEILING TILETHE NEW FLOOR/CEILING PLAN. SUITE CONSTRUCTION. 2. EXISTING SUSPENDED CEILING TO REMAIN EXCEPT IN LOCATIONS o2 PROVIDE AND INSTALL NEW LED CAN LIGHTS AT LOCATION NOTED. EXISTING CEILING TO BE EXTENDED AS REQUIRED AT NOTED MECHANICAL INFORMATION SHOWN IS FOR SCHEMATIC PURPOSES 11.GENERAL CONTRACTOR IS TO PROVIDE AS-BUILT CLOSE-OUT SHOWN. WIRE TO NEW WALL SWITCH AS INDICATED. SEE LOCATIONS. REPLACE ALL DAMAGED TILES AS REQUIRED FOR ONLY. DESIGN-BUILD DRAWINGS TAKE PRECEDENCE OVER DOCUMENTATION TO FACILITY PER THEIR REQUIREMENTS. DESIGN-BUILD ELECTRICAL DRAWINGS FOR MORE INFORMATION. SPRINKLER LOCATIONS AT 2X4 CEILING TILE LIKE-NEW CONDITION. ARCHITECTURAL. (SIMILAR CONDITION FOR LIFE SAFETY DEVICES) INSTALL RELOCATED 2'X 4' LIGHT FIXTURE AT LOCATION SHOWN. 3. LIGHT FIXTURE LENSES TO MATCH THROUGHOUT SCOPE OF WORK, 8. DESIGN BUILD ALARM: 03 WIRE TO EXISTING OR NEW WALL SWITCH. SEE DESIGN-BUILD UNLESS NOTED OTHERWISE. ANY DAMAGED LENSES TO BE FIRE ALARM SYSTEM TO BE CONNECTED TO THE BUILDING SYSTEM. ELECTRICAL DRAWINGS FOR MORE INFORMATION. REPLACED. CONTRACTOR TO COORDINATE INTERFACE OF DEVICES WITH THE EXISTING SYSTEM WITH OWNER'S FACILITIES PERSONNEL. UPGRADE CONNECT EXISTING 2'X 4'LIGHT FIXTURES TO NEW WALL A.CENTERED IN EITHER HALF OF CEILING TILE 4. ALL LIGHT FIXTURES TO BE RE-LAMPED THROUGHOUT SCOPE OF ALARMS AND STROBES AS REQUIRED. REFER TO FIRE AND LIFE 04 SWITCH AS SHOWN. SEE DESIGN-BUILD ELECTRICAL DRAWINGS WORK. SAFETY DRAWINGS FOR ADDITIONAL INFORMATION. PROVIDE 100% FOR MORE INFORMATION. SMOKE DETECTION COVERAGE PER BUILDING STANDARD. 5. ALL HVAC GRILLES TO BE CLEANED OR, IF DAMAGED, REPLACED PROVIDE AND INSTALL NEW HVAC SYSTEM AS NECESSARY TO THROUGHOUT SCOPE OF WORK. ALARM CONTRACTOR TO PROVIDE ALARM/SMOKE/STROBE OS COMPLETE MECHANICAL DESIGN. NEW GRILLE LOCATIONS ARE MODIFICATIONS AS REQUIRED TO ACCOMMODATE THE SCOPE OF SCHEMATIC ONLY. SEE DESIGN BUILD MECHANICAL DRAWINGS WORK RELATED TO THE NEW FLOOR/CEILING PLAN. FOR MORE INFORMATION. NOTE NOT SHOWN. 6. DESIGN BUILD ELECTRICAL: B.PLACED IN CENTER OF ENTIRE TILE ELECTRICAL BIDDER DESIGN SUBCONTRACTORS TO REVIEW ALARM AND SMOKE DETECTION INFORMATION SHOWN IS FOR PROVIDE AND INSTALL NEW OR RELOCATED LED EXIT SIGN AT CONSTRUCTION DOCUMENTS AND SPECIFICATIONS AND VISIT THE SCHEMATIC PURPOSES ONLY. DESIGN-BUILD DRAWINGS TAKE o6 LOCATION SHOWN. SITE IN PREPARATION OF ELECTRICAL SYSTEM, CIRCUITRY, POWER, PRECEDENCE OVER ARCHITECTURAL. ANSWERS. Inc. „1�. LIGHTING,AND FIRE ALARM DRAWINGS,SUBMITTALS AND PROVIDE AND INSTALL NEW CEILING TILE AND GRID AS CONSTRUCTION BIDS AND PERMITS. 9. DESIGN BUILD SPRINKLER: 07 NECESSARY TO MATCH EXISTING. SPRINKLER BIDDER DESIGN SUBCONTRACTORS TO REVIEW ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL MODIFICATIONS CONSTRUCTION DOCUMENTS AND SPECIFICATIONS AND VISIT THE PROVIDE AND INSTALL NEW 2'X 4' LIGHT FIXTURE AS SHOWN. AS REQUIRED TO ACCOMMODATE THE SCOPE OF WORK RELATED TO SITE IN PREPARATION OF SPRINKLER SYSTEM, DRAWINGS, 08 MATCH BUILDING STANDARD. WIRE TO NEW WALL SWITCH. SEE THE NEW FLOOR/CEILING PLAN. SUBMITTALS AND CONSTRUCTION BIDS AND PERMITS. PROVIDE 100% DESIGN-BUILD ELECTRICAL DRAWINGS FOR MORE INFORMATION. SPRINKLER COVERAGE. ELECTRICAL INFORMATION, EXCEPT OUTLET LOCATIONS, ARE 09 PROVIDE AND INSTALL NEW EMERGENCY LIGHTING AT ALL SHOWN FOR SCHEMATIC PURPOSES ONLY. DESIGN-BUILD DRAWINGS SPRINKLER HEAD LOCATIONS AND INFORMATION SHOWN IS FOR HALLWAYS AND WAITING AREA IN ORDER TO PROVIDE AT LEAST TAKE PRECEDENCE OVER ARCHITECTURAL. SCHEMATIC PURPOSES ONLY. DESIGN-BUILD DRAWINGS TAKE AN AVERAGE OF 1 FOOTCANDLE (AND A MINIMUM AT ANY POINT PRECEDENCE OVER ARCHITECTURAL. OF 0.1 FOOTCANDLE)AT FLOOR LEVEL ALONG THE EXIT PATH. 7. DESIGN BUILD MECHANICAL: SEE DESIGN BUILD ELECTRICAL DRAWINGS FOR MORE HVAC BIDDER DESIGN SUBCONTRACTORS TO REVIEW SEISMIC BRACING REQUIRED FOR NEW SPRINKLER LINES LARGER INFORMATION. NOTE NOT SHOWN. CONSTRUCTION DOCUMENTS AND SPECIFICATIONS AND VISIT THE THAN 1 1/8" IN DIAMETER. DESIGN BUILD DRAWINGS TO INCLUDE j. SITE IN PREPARATION OF HVAC SYSTEM DUCTWORK, ZONING, PIPE SCHEDULE WITH HYDRAULIC CALCULATIONS. 10 PROVIDE AND INSTALL NEW EXHAUST AT THIS ROOM. NEW ��� 3241 v SUPPLY& RETURN AIR PLACEMENTS, DRAWINGS, SUBMITTALS AND GRILLE LOCATION IS SCHEMATIC ONLY. SEE DESIGN BUILD JON . A*rAmlCONSTRUCTION BIDS AND PERMITS. MECHANICAL DRAWINGS FOR MORE INFORMATION. • D, OF 4 � lllllllllll� IIIIIIIIIIII� llllllllll� � � IIIIIIIIIIII� IIIIIIIIIIII� IIIIIIIIIIII� IIIllllllll� llllllllllll� � � IIIIIIIIIII� IIII� IIIIIIIIIIII� lllllllllll� lllllllllll� IIIIIIIIIII� lllllllllll� llllllllllll� � IIIIIIIIIIII� IIIIIIIIIIII� � � llllllllllll� IIIIIIIIIIII� lllllllllll� lllllllllll� nn _ - ANDERSON ARCH ITECTS LLC IOC 03 OC OC OC 03 (E to (EA (E (E (E O (R (E O #(E (E (EO (E (R (Ej OC 4 $ + 1 \ (E)+-8-% 07 7650 SW Beveland St, Ste 120 (R (E (E (E Portland, OR 97223 F: 503 239-7327 03 03 03 03 03 03 (E I (R (R 22 (R (R (R (F)+4 4 ? — — — — 07 �a �A + oc O 03(E (R C O (I www.ADarchitects.com (E (E (E (E /�����\ 02 _ ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND OZ OZ + '-11 1/2 OZ - - _ - PLANS SET FORTH ON THESE SHEETS ARE OWNED BY (N) (N) (N) (N) -�- -�- 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 O6OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS (E (E (E PROHIBITED BY LAW. UJ HR Answers Remodel o7 02 oz o2 TI - WHA Beveland Building I (E)+ 8 ( 07)+48(� 7650 SW Beveland Rd#130, (N) (N) S j (E)+4 (fj Tigard, OR 97223 in02 02 \ 03 03 03 07 Revisions: Construction Documents (E (E — — — 07 (E) _ ® (E (N) (R (R (N) (E (R (E (E (E (E (E) E (E (E (E N) OS � 10 — — — z Date: 02.09.21 Scale: AS NOTED Project No.: AD20152 Drawn By: APB Checked By: JMA Jurisdiction Approval: ®O(E) O(N a (E) U z O(E) �(E) SD N ® ® I O 1 Sheet Title: 1O \(N) NEW UPPER LEVEL N — REFELCTED CEILING PLAN E1 . NEW REFLECTED CEILING PLAN Q M Sheet No.: A9 . 1 d U. SCALE: 1/4" = V-0" CONSTRUCTION REQUIREMENTS FOR SUSPENDED CEILING SYSTEMS NORTHWEST WALL AND CEILING BUREAU — TECHNICAL BULLETIN 401 , 2013 VERSION GENERAL NOTES F 12/137 ,ALL SUSPENDED CEILING SYSTEMS IN STRUCTURES CLASSIFIED AS RISK CATEGORY I, II OR III TO MEET NORTHWEST WALL AND CEILING BUREAU -TECHNICAL BULLETIN 401, 2013 NWCB TechnicalDocument figure Lateral Force Bracing(figures 2and3) VERSION, UNLESS OTHERWISE NOTED. SUSPENDED Suspension Systems for • Lay-in CeilingsLateral force Bracing Ceilings constructed of screw-or-nail-attached gypsum board on fone level that are surrounded by and connected to walls or soffits SPECIALTY CEILINGS MUST BE INSTALLED USING AN ENGINEERED DESIGN. SPECIALTY CEILINGS INCLUDE BUT ARE NOT LIMITED TO THOSE INCORPORATING ARCHED CEILINGS, CURVED Seismic Design e9°°'"s° .a o r e that are laterally braced to the structure above are exempt from OR CURVILINEAR CEILINGS OR SLOPED CEILINGS; OR HAVING NO DIRECT CONNECTION TO THE SURROUNDING WALLS OR SUPPORTS, SUCH AS "FREE FLOATING"OR"CLOUD"CEILING seismic design requirements. source ASCE 7-10 Section r3.5.az2Exception z. ELEMENTS. ASTM E580 Section 1.7 12 gage eaayo ft Ceiling areas of 1000 'or less shall be exempt from later force `SUSPENDED CEILING SYSTEMS MAY USE EITHER STANDARD ACOUSTICAL LAY-IN CEILING PANELS, TEGULAR, KERFED OR SIMILAR LIGHT-WEIGHT CEILING PANELS. This document has been revised based on current Building Code standards. In all buildings, other than structures classified as •� ,ace bracing requirements. Source:AsrME59ose ciao 1.s •SPREADER BARS essential facilities, suspended ceilings installed in accordance with the prescriptive provisions of the 401 document are • Lateral force bracing is the use of vertical struts(compression 1. WIRE TIES ARE DEEMED EQUIVALENT TO SPREADER BARS deemed to comply with the current building code interpretation. 2. SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTION CROSS OR MAIN IS WITHIN 8-INCHES OF THE PERIMETER WALL. This document provides the IBC-2012 referenced standards for the installation of suspension systems for acoustical lay-in Cross lee Main ream posts)and splay wires(see figure feet 3. SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE CEILING GRID ENDS ARE ATTACHED TO CLOSURE ANGLES. ceilings. Incorporation of this document will provide a more uniform standard for installation and inspection.This document is Lateral Force Bracing shall be 12 feet on center(maximum)and designed to accomplish the intent of the International Building Code(IBC)with regard to the requirements for seismic design figure 3 begin no farther than 6 feet from walls.source:ASTME580 section 5.242 •THE MINIMUM WIRE SIZE SHALL BE US STEEL WIRE GAGE#12 (0.1055-INCH) category D, E and F for suspended ceilings and related items. Unless supported by engineering,the suspension system shall be Maximum Recommended Lengths for • Seismic splay wires are to be four 12 gage wires attached to the installed per these requirements and those of the referenced documents. Manufacturers'recommendations should be followed Vertical Struts main beam. Wires are arrayed 900 from each other and at an where applicable. CONDUIT angle not exceeding 450 from the plane of the ceiling. source ASTM E580 SecL'on 5.2.8.2 NOTES SPECIFIC TO SEISMIC DESIGN CATEGORIES D THROUGH F I' 'A"EMT conduit up ro 510' • Seismic splay wires shall be attached to the grid and to the • LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS OVER 1000 SQUARE FEET a/•"EMToondutt uP to78- structure in such a manner that they can support a design load of ANSWERS, Inc. - -- not less than 200 pounds or the actual design load,with a safety • CEILINGS WITH INTERSTITIAL SPACES LESS THAN 12-INCHES TO FRAMING ARE NOT REQUIRED TO HAVE LATERAL FORCE BRACING. 1•EMT conduit up to 99' factor of 2,whichever is greater(figure 6b). source crscA zo res 7-4 Mf TAL STUDS Power Actuated Fasteners (PAF's), when used for seismic • GRID ATTACHMENT: THE SUSPENDED CEILING GRID SHALL BE ATTACHED TO TWO ADJACENT WALLS. SOFFITS COMPLYING WITH BELOW(SEISMIC JOINTS, 2B)ARE DEEMED TO BE Single 1SA'metal stud(20 gage) up to 120' application as part of the prescriptive path in Seismic Design EQUIVALENT TO WALLS. THE OTHER END OF THE GRID IN EACH HORIZONTAL DIRECTION SHALL HAVE A 3/4-INCH (19 MM)CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE Categories D, E and F, shall have an ICC-ES approval for seismic FREE TO SLIDE ON THE CLOSURE ANGLE. Back-to-beck 148-metal stud up to 15'a applications and shall require"special inspection"irrespective of (20 gam) the type of occupancy category the structure is in. PAF anchors • SEISMIC JOINTS for kicker wires (splayed wires installed for purposes other than 1. FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET,A SEISMIC SEPARATION JOINT SHALL BE PROVIDED WITH THE LIMITS OF THE LONG TO SHORT DIMENSION RATIO BEING LESS Single 2%"metal stud{20 gage) up t3'S" THAN OR EQUAL TO 4-INCHES IN ACCORDANCE WITH ASCE 7-10 SECTION 13.5.6.2.2B. THE LAYOUT AND LOCATION OF THE SEISMIC SEPARATION JOINTS SHALL BE PER THE seismic restraint)are exempt from this requirement. sourcestale of : Back-to-back 2'h"metal sad(25 gage) up W 15'0' Oregon.Building Codes Division DESIGNER OF RECORD AND NOTED ON THE PLANS. 2. IN LIEU OF SEISMIC SEPARATION JOINTS, THE CEILING MAY BE DIVIDED INTO AREAS LESS THAN 2,500 SQUARE FEET BY THE USE OF THE PARTITIONS OR SOFFITS AS DESCRIBED source:Portland auddGgDepartment Splay wires are to be within 2 inches of the connection of the BELOW. Note:Plenum areas greater than 15'0'Mil require engineering vertical strut to suspended ceiling. Source.ASTM E58osection 5.2.8.2 A PARTITIONS. WHERE USED, PARTITIONS SHALL EXTEND A MINIMUM OF 6-INCHES ABOVE THE LEVEL OF THE PLANE OF THE GRID AND SHALL BE INDEPENDENTLY BRACED TO THE General Recommendations calculations, Rigid bracing may be used in lieu of splay wires.sou ce:ASTMEseo �� 3241 STRUCTURE ABOVE. Referenced sources er hierarch 2012 International Buildin Code IBC ,American Socia of Civil En ineers figura as sector s z 84 P Y 9 ( ) tY 9 JON . AND N B)SOFFITS. WHERE USED, SOFFITS SHALL EXTEND TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND SHALL BE INDEPENDENTLY SUPPORTED AND (ASCE 7-10),American Society of Testing Materials (ASTM C 635,ASTM C 636,ASTM E 5801E 580M), and Attached Wall Molding Requirements Ceilings with plenums less than 12 inches to structure are not LATERALLY BRACED TO THE STRUCTURE ABOVE. Ceilings and Interior Systems Construction Association (CISCA). required to have lateral force bracing.source Portland Building Department 3. OTHER THAN PARTITIONS AND SOFFITS, SEISMIC JOINTS MAY NOT BE USED AS PART OF A FIRE RATED CEILING ASSEMBLY UNLESS SUBSTANTIATING DOCUMENTATION IS PROVIDED. • Partitions that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the N Vertical struts must be positively attached to the suspension D. R tr cture. Brecin shall be Inde oder of the ceilin s la bracin s stem. same:ascE Tao secnon res s1 s stem and the lure v . source:ASTM Esso Sect± n 24. THE MINIMUM MOVEMENT THAT MUST BE ACCOMMODATED AT SEISMIC JOINT IS 3/4-INCH. s u g pe g p y g y y s struc abo e o s z a• For further information on bracing of ruin-bad bearing partitions refer to NWCB Technical Document#200-501. The vertical strut may be EMT Conduit, metal studs or a proprietary' PERIMETER CLIPS: WHERE SUBSTANTIATING DOCUMENTATION IS PROVIDED, PERIMETER CLIPS MAYBE USED TO SATISFY THE FOLLOWING REQUIREMENTS: • All main beams are to be Heavy Duty(HO). Source:ASTME580Secuon 511 compression post(see figure 3). OF1. 2-INCH CLOSURE ANGLE2. SPREADER BAR REQUIREMENTS • Ceilings less than or equal to 144 ft'and surrounded by wails connected to the structure above are exempt from Wall MOlding3 (lgures 4a and 4b) the seismic design requirements. SowceASTME580SOcbm 1.4•SPRINKLER HEADS: FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1-INCH FREE MOVEMENT IN ANY DIRECTION SHALL BE PERMITTED AS AN ALTERNATE TO THE REQUIREMENT FOR • These recommendations are intended for suspended ceilings and related Wall moldings (perimeter closure angles)are required to have a 2-INCH OVERSIZED RINGS, SLEEVES OR ADAPTERS THROUGH THE CEILING TILE. components in areas that require resistance to the effects of earthquake motions. horizontal flange 2 inches wide. One end of the ceiling grid shall Source:ASTM E586 Section 3.2 figure 4b be attached to the wall molding,the other end shall have a %inch ANDERSON POWER DRIVEN SHOT-IN-ANCHORS (APPLIES TO ALL RISK CATEGORIES): WHEN USED FOR SEISMIC APPLICATION AS PART OF THE PRESCRIPTIVE PATH IN SEISMIC DESIGN CATEGORIES gage 1 Unattached wall Molding Requirements clearance from the wall and free to slide. Source:ASTME580 section 5.22. D A B R O W S K D, E AND F SHALL HAVE AN ICC-ES APPROVAL FOR SEISMIC APPLICATIONS AND SHALL REQUIRE "SPECIAL INSPECTION" IRRESPECTIVE OF THE TYPE OF THE RISK CATEGORY THE • All wire ties are to be three tight turns around itself within three inches.Twelve a e section 5,2.3 Hanger wires aced 4 foot on center(figure 1 Source:ASTM C636 Section 2.3.4 maximum a STRUCTURE IS IN.ANCHORS FOR KICKER WIRES SPLAY WIRED INSTALLED FOR PURPOSES OTHER THAN SEISMIC RESTRAINT ARE EXEMPT FROM THIS REQUIREMENT. ONSITE g P (fig )' l"'°ml ( ) -E � Where substantiating documentation has been provided to the ARCH I T E C T S PULL-TEST OF SUCH ASSEMBLIES IS REQUIRED. THE TEST SHALL DEMONSTRATE THAT THE ANCHOR CAN SUPPORTA MINIMUM OF 250 LBS. FOR NOT LESS THAN 10 SECONDS AND PL • Changes in ceiling planes will require positive bracing. Source:ASTMEb80 Section 5.2.8.6 waL local jurisdiction, perimeter clips may be used to satisfy the CONDUCTED BY AN APPROVED TESTING AGENCY. AT A MINIMUM, SUCH TESTING SHALL BE PERFORMED ON 5% OF THE TOTAL NUMBER OF WIRES BUT NOT LESS THAT 5. TEST SAMPLES -- requirements for the 2-inch closure angle. source:stateofonsigim Building L L C SHALL BE SELECTED FROM DISPERSED LOCATIONS. o •oa- 1. ONSITE TEST FAILURES: IN CASE OF PULL TEST FAILURES, THE TESTING AGENCY SHALL NOTIFY THE LOCAL JURISDICTION.AN INCREASED LEVEL OF TESTING,AS DESCRIBED 0 U v a Cods Dws;on BELOW, SHALL BE CONDUCTED.ALL FAILED ANCHORS SHALL BE REPLACED. The grid shall be attached at two adjacent walls (pop rivets or W IrGmnl INCREASED TESTING REQUIREMENTS: ra�I� •�-+�•-• ,a approved method). Soffits extending to a point at least level A)A MINIMUM OF 6 ANCHORS IN THE IMMEDIATE VICINITY OF THE FAILED ANCHOR SHALL BE TESTED. PAGE OF U o, o with the bottom plane of the grid and independently supported B) IN THE EVENT OF ANY ADDITIONAL FAILURE, ALL ANCHORS PLACED ON THE SAME DAY SHALL BE TESTED. LOAD TESTING RESULTS ARE REQUIRED TO BE SUBMITTED TO and laterally braced to the structure above are deemed to be � THE LOCAL JURISDICTION FOR APPROVAL PRIOR TO THE CEILING GRID INSPECTIONS. ild to Highere ( NWCBr UPGRADE OF EXISTING CEILINGS APPLIES TO ALL RISK CATEGORIES): 28AomuAmEas oRedoN PAGE 2 OF a Y € NW WALLB CEILING BUREAU 2$25 Eastlake Ave ESte 350Seattle,WA 9$102 tel 503-295-0333 Build toHigher • • • r NORTHWEST WALL AND CEILING BUREAU xrt`4 a�'��"'M`�••=' ' CEILINGS WITHOUT SEISMIC BRACING: WHERE EXISTING CEILINGS ARE WITHOUT SEISMIC BRACING, THE CEILING SYSTEM SHALL BE BROUGHT INTO SUBSTANTIAL COMPLIANCE WITH td 206-524-4243 1 mail info@nwcb.org •rrsall oregon@nwcb.org CURRENT CODE REQUIREMENTS WHEN 50% OR MORE OF THE CEILING TILE IS ALTERED, REMOVED OR REPLACED AS PART OF THE GENERAL SPACE ALTERATION, OR IF ALL OF THE 3NORTHWFST WALL AND CEILING SURE w CEILING SYSTEM IS REMOVED. 7650 SW Beveland St, Ste 20 1. SUBSTANTIAL COMPLIANCE MEANS INSTALLATION OF THE FOLLOWING ITEMS WHERE REQUIRED IN NEW CONSTRUCTION: Portland, OR 97223 T: (503) 239-7377 A. LATERAL FORCE BRACING (SPLAY WIRES) F: (503) 239-7327 B. COMPRESSION STRUTS C. SLACK WIRES ON ALL LIGHT FIXTURES AND AIR TERMINALS figure 5a equivalent t0 Wails. Source:Sate of Oregon,Budd ng Codes Division,ASTME580 Section z The layout and location of the seismic separation 2. THIS REQUIREMENT DOES NOT TRIGGER THE NEED FOR: 5 2 3 Seaton s 2 g r joint shall be per the designer of record and noted on A. 2-INCH CLOSURE ANGLE U the plans. If a seismic separation joint is required by B. SEISMIC SEPARATION JOINTS Spreader Bars(figure 4b) the designer, the designer may use the generic joint C. 1-INCH MOVEMENT IN ALL DIRECTIONS AROUND SPRINKLER PENDANTS Terminal ends of main runners and cross members shall be tied 3. THESE UPGRADES ARE NOT REQUIRED WHEN: together or have some other approved means to prevent their spreading. Stabilizer bars, Cross ptees or other means to prevent f detailed in this movement ora proprietary joint.The A. REMOVING PORTIONS OF THE TILES OR PANELS AND/OR GRID TO ALTER DUCTWORK, SPRINKLER PIPE, LOW VOLTAGE WIRING, ETC. - ° '• •- - I � amount of free movement(gap design)shall be a B. PORTION OF CEILING ARE REMOVED ONLY TO FACILITATE THE INSTALLATION OF SPRINKLER PIPING. P g' P - minimum of/a inch.Source:State of Oregon,Building Codes Divisum spreading shall occur within 8 in. of each Wall. source:ASTME580 sectio„5.2.4 CEILINGS WITHOUT COMPRESSION STRUTS: WHERE EXISTING CEILINGS HAVE SEISMIC BRACING BUT DO NOT HAVE COMPRESSION STRUTS AT THE CENTER OF THE SPLAY WIRES, THE - - — Spreader bars are not required at perimeters where runners are Lam. 1 Pat, FtlnB° In lieu of seismic separation joints, the ceiling may be WWW.ADBrChlteCtS.COm attached direct) to closure angles. area divided into areas less than 2500 square feet by the use ADDITION OF COMPRESSION STRUTS WILL ONLY BE REQUIRED WHEN AND WHERE THE GRID IS REPLACED, ALTERED, RAISED OR LOWERED. y g of partitions or soffits as follows: rtftions shall extend a ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND • Spreader bars are not required if a 90 degree intersecting cross or main Terminals or services weighing 20 lbs. but not more P Pa PLANS SET FORTH ON THESE SHEETS ARE OWNED BY figure 5b-Countersloping is within 8 inches of the perimeter wall. than 56 lbs. shall have, in addition to 5.4.1, two 12 gage minimum of 6 inches above the level of the plane of the AND ARE THE PROPERTY OF ANDERSON DABROWSKI CEILING DETAILS wires connecting them to the ceilin system hangers or rid and shall be independently braced to the structure ARCHITECTS,LLC ANY USE,REUSE,OR DISCLOSURE OF 9 9 Y 9 9 P Y SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR PLUMB 1/6 Where substantiating documentation has been provided to the local the structure above. These wires may be slack.Source above.Soffits shall extend to a ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION jurisdiction, perimeter clips may be used to satisfy the requirements for y point at least level with ✓ P Y J,r ASTM E580 Section 5.4.2 the bottom lane of the fid and shall be independently OF ANDERSOPROHIBI EDDABROWSKBYRLAWTECTS,LLC,IS VERTICAL SUSPENSION � spreader bars. source:stare of Oregon,Building P 9 P Y WIRE 8" MAX. FROM WALL R.w Terminals or services weighing more than 56 lbs. shall supported and laterally braced to the structure above. Hanger (Suspension) Wires(figures saane56) be supported directly from the structure above by Source,State aOre gonSuddingCodes Libation,ASTM ESsosect-on5191 HR Answers Remodel ARMSTRONG 8" MAX. - • Hanger and perimeter wires must be plumb Within 1 In 6 unless(figure 5a) approved hangers. source:ASTM EsaO secron 5.4.3 Ti - WHA Beveland Building BERC 2 CLIP counter sloping wires are provided(figure 5b). Source:ASTMC63eSecro,:2 1 4 Sprinklers 7650 SW Beveland Rd #130, Seismic Separation Joints frgure 7) • Hanger wires shall be 12 gage and spaced 4 feet on center or 10 gage For ceilings without rigid bracing, sprinkler head Tigard, OR 97223 s For ceiling areas exceeding 2,500 square feet, a CONNECT TO • spaced 5 feet on center. Source:ASTM 0636 Section z 1 penetrations shall have a 2 inch oversize ring,sleeve or seismic separation joint or full height wall partition that STRUCTURALSPREADER BAR AT figure • Any connectdevice at the supporting construction shall be capable breaks the ceiling shall be provided unless analyses adapter through the ceiling file to allow fBe ion ifree movement of � ELEMENT •0 UNATTACHED END of carrying not less than 100 pounds.Source:CrsCA:ones 3-4 are performed of the ceilings bracing system, closure at last 1 inch in all horizontal directions. Flexible head Construction Documents / vertical hanger woe attachment Revisions: WALL ANGLE �. - Powder Actuated Fasteners Il are an approved method of angles and penetrations to provide sufficient clearance. design that can accommodate 1 inch free movement shall /8" "� ACOUSTICAL Sal anchor If mw- attachment for hanger wires.source:State of Oregon Building Codes Division Source:ASCE 7-10 Section 13.5-6.2.2 b be permitted as an alternate.SourceASTM E580 Section 5.2.8.5 • Q PANEL structural grew Terminal ends of each main beam and cross tee must be supported ADJACENT TO WALL Q-o Ceiling dip within 8 inches of each wall with a perimeter wire(see figure 4 &5 a). Source ASTM E580 Section 526 Glossary for this Document (regional terminology may vary) �.4 3°'"s Wires shall not attach to or bend around interfering material or 1 . TYPICAL CEILING AT WALL DETAIL yeteal h wine equipment.A trapeze or equivalent device shall be used where Date: 02.09.21 MEET CURRENT CODE CROSS TEES The cross member that interlock with the main perimeter ends of an accoustical ceiling grid. obstructions preclude direct suspension.Trapeze suspensions shall beams,also known as cross runners or cross T-bars. be sized to resist the dead load and lateral forces appropriate for the PERIMETER CLIPS Proprietary angle bracket attached directly Scale: AS NOTED SCALE: NTS figure 6b seismic category. source:ASTME580 section 5.274 DIFFUSER A circular or rectangular metal grill used for the to the wall molding/closure angle which allows for%"move- passage of air from a ducted system. ment in the event of seismic activity and interlocks properly Project No.: AD20152 $Played eeB nic bracing win attaciase.rt with ends of grid system. Electrical fixtures ESSENTIAL SERVICE BUILDINGS Any buildings designed t0 be CONNECTION DEVICES TO Drawn By: APB BE OF AN APPROVED TYPE COMPRESSION ALL WIRES SHALL BE MIN. COUNTERSLOPE BUILDING tlnll-Inexpanelon anchorM: Light fixtures weighing less than 10 pounds shall have one 12 gage used by public agencies as a fire station, police station, emer- PERIMETER WIRES Hanger wires placed within eight inches of 3 STRUT 12' O.C. 6" FROM ALL UNBRACED HANGERS IF MORE STRUCTURE gency operations center, State Patrol office, sheriff's office, or the surrounding walls. AND HAVE 100 LB oe77T � hanger wire connected from the fixture to the structure above.This wire Checked By: JMA v CAPABILITY EACH WAY PIPES AND DUCTS THAN 1:6 OUT OF PLUMB structures concrete emergency communication dispatch center. O sled strep 1•wide x,' ting x may be slack. source:ASTM E580 Section 5.7.4 PLENUM The space above a suspended ceiling. Q t2 gage minimum GRID The main beams and cross tees of the suspension system. Light fixtures weighing more than 10 pounds and les than 56 lbs.shall SLACK WIRE A 12 gage wire that is not tight or taut. IL 3wma have two 12 gage wires attached at opposing corners of the light fixture to HANGER WIRE 10 or 12 gage soft annealed wire used as pri- Jurisdiction Approval: CL PERIMETER W IRE WITHIN ® spayed seismic braci g cave SPREADER or SPACER BAR A bar With notches t0 prevent the Ob the structure above.These wires may be Slack. source:ASTM E580 Section 8.3.5 maty support for the grid system.Also called suspension wires. suspension system from separating,also called a stabilizer EL 8"OF WALL TO SUPPORT SECURE ALL HANGARS TO p y P 9, EL Light Fixtures weighing more than 56 lbs. shall be supported directly LATERAL FORCE BRACING The bracing method used to prevent bar. O EACH MAIN BEAM AND BUILDING STRUCTURE, UTRAPEZE DUCT WORK from the structure above by approved hangers. source:ASTME580 Section 5.3.6 ceiling uplift or restrict lateral movement during a seismic event. CROSS TEE TERMINAL END CROSS RUNNERS Lateral force bracing consists of vertical struts and splay wires. SPLAY WIRES Wires installed at an angle rather than perpen- o FIT BETWEEN AND OTHER LARGE Pendant mounted fixtures shall be directly supported from the structure dicular to the grid. m OBSTRUCTIONS above using a 9 gage wire or an approved alternate support without MAIN BEAM The primary suspension member supported by B SPREADER BAR BETWEEN MAIN RUNNERS VERTICAL STRUTS The rigid vertical member used in later- o ALL MEMBERS - - using the ceiling suspension system for direct support. Source ASTM E580 hanger wires, also known as the main runner, carrying tee, @ "-- -- - al force bracing of the suspension system.Also known as w PERIMETER compression posts, seismic pods,seismic struts. Common 8" AX MAIN RUNNERS @ 4'O.C. Section s.3.T carrying runner or mains. Tandem fixtures may utilize Common wires. MOLDING/CLOSURE ANGLE A light gauge metal angle or char- materials are electrical conduit(EMT), metal studs or propri- o SUPPORT W/12 GA. HANGER WIRES @ 4' O.C. LATERAL FORCE BRACING @ 12'O.C. EACH p p pp ry products. OR W/ 10 GA. WIRE @ 5'O.C. WAY. MAIN RUNNER TO STRUCTURE. rel fastened to the perimeter wall or partition to support the eta 0- Mechanical Services (4'-0"O.C.) (4'-0"O.C.) BEGIN LATERAL FORCE BRACING WITHIN 6' OF THE PERIMETER AND SPLAY WIRES Terminals or services weighing less than 20 lbs.shall be positively attached The NWCB has been sannng the construction krustryfaraver forty years.It ler recognized as technical authors educational pe g " (5'-0"O.C.) (5'-0"O.C.) ecog y, Body and spokes rson forme wan aria calling WITHIN 2"OF THE CROSS MEMBER. to the ceiling suspension main runners or to cross runners that have the industry.It provides services to architects and the construction community on aN matters relating to the diversified wall and cennlg Industry.As the industry's development Sheet Title: m and coordination organization,the NWCB saw the need to establish a document to provide clarification and d,e intent of NEHRP(National Earthquake Hazards Reduction 6'-0"MAX. 12'-0"O.C. EACH WAY same ea n capacity as the main runners.Source.ASTM 5.4.1 Program)an rryl g Pa ry og ) agency or FEMAmens is to serve a g Management Agency).It is for an o serve as a set olon projects. tions and Is n interred for any oiled warranty coy air construction SUSPENSION SYSTEM FOR 0 " 2 . TYPICAL CEILING INSTALLATION DETAIL P o act s technical document s to nerve as a gene lne and it is not intended or any sped construction projects. no express o rcpt ed warranty o MEET CURRENT CODE PAGE 3 OF 4 guarantee of me techniques,construction methods or materials Identified herein LAY-IN CEILINGS PAGE 40F4 E Build to a Higher Standard. www.nwcb.org %NORTHWEST WALL AND CEILING BUREAU Build to P NORTHWEST WALL AND CEILING BUREAU M Z SCALE: NTS Sheet No.: A9.2 � 9•2 U_ / •�