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Plans (110) Project Management Jones Lang LaSalle 805 Broadway, Suite 125 Vancouver, WA 98660 r Tel.: 360-975-6108 RECEIVED Fax: 503-577-3513 Attn:Jim Foster MAY 01 2019 e-mail: Jim.Foster@am.jll.com CITY OF TIGARD BUILDING DIVISION Architect MAGELLAN ARCHITECTS 8383 158Th Ave NE, Ste 280 Redmond, WA 98052 Tel.: 425-885-4300 � ca '�� Fax: 425-885-4303 ' Attn: John Kay nAm ■r' ,; ; e-mail:john@magellanarchitects.com CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE General Contractor Andersen Construction Tigard Branch - OR 1 - 141 Approved: ] 6712 N Cutter Cir OTC: ] Portland, OR 97217 CAP Add ATM Permit#: l 7uf, 1/l��r/�/3 Tel.: 503.283.6712 Attn: Jason Coulter Address: 1199 4 ��. �<< �r c � N')we-mail:jcoulter@andersen-const.com Issue for Permit 03/21/19 Suite#: // By: ft Date: 4;— - Structural Swenson Say Faget 2124 Third Avenue, Suite 100 Seattle, WA 98121 Tel.: 206.443.6212 Attn: Pete Krebs e-mail:pkrebs@ssfengineers.com 11999 SW Pacific Hwy. Tigard, OR 97223 OF ° iGARD Approved by Planning Date: 5-1-19 Architect Project#: 19-009 LOCATION MAP DRAWING INDEX KEY NOTES COVER SHEET Bank of America A00.00 DRAWING INDEX,PROJECT INFORMATION,CITY Tigard CODE,LOCATION MAP AND VICINITY MAP CAP Add ATM ORI-141 11999 SW Pacific Hwy. Tigard,OR 97223 ' 4 fr' ARCHITECTURAL A } \4:0,,. Ittr e ,y- ;' :'� f 4 a A00.01 GRAPHIC SYMBOL (0)JLL - .. ' �, " : ' °,c4, y - �. A00.10 GENERAL NOTES -, A00.40 ACCESSIBILITY INFORMATION Magellan =sobNA NE RCHITCTS a4• r A00.50 OVERALL BUILDING REFERENCE PLANAa < . ,;,,; .;o , ,,; % ilp `4m � A01.01 DEMOLITION SITE PLAN +..� s� ". '' A02.01 CONSTRUCTION PLAN , 1 i ' Al2.01 DETAILS ;; Ref. North PROJECT INFORMATION PROJECT ADDRESS: 11999 SW Pacific Hwy. Tigard,OR 97223 VICINITY MAP United States of America MAP ID NO: 1S135DD-05106 T ...,....t.1.1.11.2_ PARCEL NO: 1S115BB02800 a Wests,H Csznooi Q PROJECT NAME: BANK OF AMERICA TIGARD ATM CAP '°"" '` SITE AREA: 12,196.8 S.F. }, BUILDING AREA: 5,947 S.F. "0- 'i. wells Fargo Bank %w PROJECT SIZE&TYPE: 498 S.F.-DRIVE-UP ATM JOANNFabncs _ ur .y cask,:° '"_""'e0 PROJECT DESCRIPTION: ELECTRICAL AND EXISTING SITE MODIFICATIONS and Crates f ,. TO INSTALL NEW DRIVE-UP ATM. (0 Enterprise Rent A Ca` PROJECT OCCUPANCY: BUSINESS la.ab— Joy cinema 9 Bankof America (El) CONSTRUCTION TYPE: V-B iv PROJECT \ 1 Cabot LOCATION CITY CODE O,WAc O NAPA Auto Parts % ALL WORK FOR THIS PROJECT SHALL COMPLY WITH THE FOLLOWING GOVERNING CODES: 9''OFOg`tiCCCTTT we,.J , , ;:.L,,„a - Genuine Parts Company h� I^,N°W,,. Q P s� ,.ce OREGON STRUCTURAL SPECIALTY CODE(BASED ON 2014 INTERNATIONAL BUILDING 9ANKDFAMERICA-tgard Cay ATM Value Village Q 3 , 1' CODE) - � 9 2014 INTERNATIONAL FIRE CODE AMENDED BY THE INTERNATIONAL CODE COUNCIL19-009 > United States Q (AMENDED BY THE STATE OF OREGON FIRE MARSHAL AND TUALATIN VALLEY FIRE AND I-- Postal Service RESCUE ha WB A00 00 ".�,t. I . OREGON MECHANICAL SPECIALTY CODE(BASED ON 2014 INTERNATIONAL MECHANICAL DRAWINGINDEXANDVJ VICINCT ITY INFORMATION CITY CODE, LOCATION MAP AND VICINITY MAP CODE) Is- Fs sykeimaoorRacingQ OREGON ELECTRICAL SPECIALTY CODE(BASED ON THE 2014 NATIONAL Tigard TC WES® Ballroom Dance },,..n ,,P ,,,,,, ELECTRIC company ELECTRIC CODE) ,.,te (...1) OREGON PLUMBING SPECIALTY CODE(BASED ON THE 2009 UNIFORM PLUMBING CODE) App-pp Ref. North TITLE 18 TIGARD MUNICIPAL CODE(TIGARD COMMUNITY DEVELOPMENT CODE) GRAPHIC SYMBOLS(CONT.) GRAPHIC SYMBOLS(CONT.) GRAPHIC SYMBOLS(CONT.) GRAPHIC SYMBOLS „ —-.—• Bank of America POWER&COMMUNICATION ELEVATION INDICATIONS REFLECTED CEILING CONSTRUCTION Tigard O WALL MOUNTED DUPLEX ✓�.;�.N:;_- NEN ACOUSTICAL CEILING 0 CAP Add ATM # WALL MOUNTED FOURPLEX `•: •. STONE MEM AND GRID f---' ` NMI MAIN RUNNER O COLUMN GRID ORI-141 WALL MOUNTED DEDICATED DUPLEX 11999 SW Pacific Hwy. WALL MOUNTED SEPARATE DUPLEX BRICK/CONCRETE BLOCK GYPSUM BOARD SOFFIT NEW PARTITION Tigard,OR 97223 0 WALL MOUNTED DEDICATED FOURPLEX , __ WALL MOUNTED HALF DEDICATED FOURPLEX FINISHED WOOD 4'X 4'FLUORESCENT LIGHT FIXTURE REFERENCE TO PARTITION TYPE IIIIIIIIIII IIIIIII IIIIIII A WALL MOUNTED TELEPHONE RECEPTACLE 1 HR.RATED PARTITION 1Ipllml1 1/2 HR.RATED PARTITION L WALL MOUNTED TELE/DATA RECEPTACLE I 4'X 4'NIGHT LIGHT/24 HR.CIRCUIT s JLL® GLASS r ® 2 HR.RATED PARTITION WALL MOUNTED 1 TELE/2 DATA RECEPTACLE-QUAD r_ EXISTING TO BE REMOVED s FACEPLATE TERMINAL IN SINGLE-GANG,DUPLEX J-BOX. LEM■■■ M ag e l i a n AJA315&h Ave NE 3 HR.RATED PARTITION w;," " A 0 2'X 2'FLUORESCENT LIGHT FIXTURE Redmond,WA 2 WALL MOUNTED DATA RECEPTACLE m 4 HR.RATED PARTITIONA R C H I7 E C T S ,.p51A55JJ00 PLASTER/STUCCO Mm. MSI8854303 I WALL MOUNTED NV RECEPTACLE A 2'X 2'NIGHT LIGHT/24 HR.CIRCUIT ■•■•■•■'■ SMOKE PARTITION I WALL MOUNTED TV/CAMERA RECEPTACLE-3"SQUARE. _ E ESS PATH PRIMARY A FLUSH FLOOR MOUNTED TELEPHONE RECEPTACLE ,-•-•----, UNDER CABINET FLUORESCENT FIXTURE ® FLUSH FLOOR MOUNTED TELE/DATA RECEPTACLE SECTION INDICATIONS — GRESS PATH SECONDARY FLUORESCENT STRIP FIXTURE 3® FLUSH FLOOR MOUNTED 1 TELE/2 DATA RECEPTACLE ELEVATION DATUM POINT ® FLUSH FLOOR MOUNTED DATA RECEPTACLE -:.:" ECEPTACLE . .. SAND OR GROUT FLUORESCENT PENDANT FIXTURE X'-X" OFFICE ROOM NAME ® FLUSH FLOOR MOUNTED DUPLEX :11=11=11=11m� � � , EARTH OR NATURAL GROUND CEILING HEIGHT CHANGE 04F06 - ROOM NUMBER ® FLUSHFLOOR MOUNTED FOURPLEX X'-X" I A Ma D.+low Squat* w CI* O FLUSH FLOOR MOUNTED DEDICATED DUPLEXo0o 000 o0c POROUS FILL(GRAVEL) ® 00Q1W DOOR NUMBER(WITH SCHEDULE) ,0,-,/-0,-,,,-,0,-,, DIMENSION OF CEILING ABOVE FINISH FLOOR "N"PREFIX DENOTES DOOR AT NON-DT OPTION "'D FLUSH FLOOR MOUNTED DEDICATED FOURPLEX LV ® FLUSH FLOOR MOUNTED SEPARATE DUPLEX ',.`4 ..:.'4N STONE xxxxx\ CEILING FINISH ALIGN FLUSH FLOOR MOUNTED SEPARATE FOURPLEX ALIGN WITH SURFACES ESTABLISHED ;.4 CONCRETE ® FLUSH FLOOR MOUNTED AN RECEPTACLE ®l SHOOWSWS CEILINGMOUNTED EXIT SIGN, MOM QUANTITY OF FACE(S) O SHEET NOTE ® FLUSH FLOOR MOUNTED TV RECEPTACLE YMMMMMUUUIIIM BRICK AND DIRECTION OF ARROW(S) A POKE-THRU TEL.MONUMENT ;44:4 444•V CONCRETE MASONRY UNIT a RECESSED DOWNLIGHT OA REVISION REFERENCE At.:A..tA.•Vs ® POKE-THRU TELE/DATA MONUMENT t, ADJUSTABLE DOWNLIGHT ® POKE-THRU DATA POWER MONUMENT VZZ j, METAL EXTERIOR ELEVATION INDICATION O� (] POKE-THRU DUPLEX POWER MONUMENT e RECESSED WALL WASHER ROW ON ELEVATION SHEET WHERE SHOWN Eid �/� DIRECTION EOFV ELEVATION POKE-THRU FOURPLEX POWER MONUMENT V. NON-FERROUS ALUMINUM Q. ;I; POKE-THRU DEDICATED DUPLEX POWER MONUMENT —_- SURFACE MOUNTED LIGHT FIXTURE �"'r SHEET WHERE SHOWN PLYWOOD POKE-THRU DEDICATED FOURPLEX POWER MONUMENT -- SITE LIGHT POLE FIXTURE INTERIOR ELEVATION INDICATION a I POKE-THRU SEPARATE DUPLEX POWER MONUMENT —� WOOD(FINISH) C` EXTERIOR GROUND MOUNTED FIXTURE a LOCATION ON ROW WHERE SHOWN POKE-THRU SEPARATE FOURPLEX POWER MONUMENT DIRECTION OF ELEVATION WOOD(CONTINUOUS) 13 EXHAUST FAN Q ROW ON ELEVATION SHEET WHERE SHOWN (,ri, POKE-THRU AN MONUMENT Q SMOKE DETECTOR ®)"---SHEET WHERE SHOWN �' WOOD BLOCKING W. POKE-THRU TV MONUMENT (BLOCKING) xw DETAIL NUMBER O FLUSH WALL MOUNTED POWER JUNCTION BOX ` INTERRUPTED MEMBER SPEAKER WITH HARDWIRE CONNECTION •.'•'•'•) 1zHw sio SHEET WHERE SHOWN ❑ FLOOR POKE-THRU JUNCTION BOX �.�.�.�.�A.�,�.�, INSULATION(LOOSE OR BATT) Q MOTION DETECTOR DESCRIPTION OF SIMILAR OR OPPOSITE FLOOR LEVEL AND AREA OR PHASE WITH HARDWIRE CONNECTION ACCESS DOOR ( 1'�AREA TO BE DETAILED QOj COMBINATION FLOOR POKE-THRU JUNCTION BOX INSULATION(RIGID) - -- - - - ---- WITH HARDWIRE CONNECTION o4 SECURITY CAMERA ��,,1% MILLWORK I...ft... ,,z © CARD READER GLASS(LARGE SCALE) 0 THERMOSTAT �� MILLWORK SCHEDULE TAG(IF USED) U�, io INTERCOM DEVICE GYPSUM BOARD $ LIGHT SWITCH `6? o PE DOOR RELEASE BUTTON $ DIMMER SWITCH FIRE EXTINGUISHER WITHOUT CABINET14;l414,14 PLASTER WITH LATH PROJECTION SCREEN FEC FIRE EXTINGUISHER CABINET 1°4:74,w", ❑H ELECTROMAGNETIC DOOR HOLD OPEN OFO EL ELECTRIC LOCKSET(SEE HARDWARE SCHEDULE) RETURN AIR ® FIRE VALVE WITHOUT CABINET 1„" ,,,,,, EZI Ma,ACOUSTICAL TILE BANK oFAMERICA-Tigard Cap ATM El MAGNETIC LOCK(SEE HARDWARE SCHEDULE) ® SUPPLY AIR e° FIRE VALVE CABINET SECURITY SYSTEM DOOR MONITOR CONTACT CARPETI"""dam • (SEE HARDWARE SCHEDULE) LINEAR DIFFUSER I El INTRUSION ALARM(SEE SECURITY DRAWINGS) 0.......ox•. FABRIC WRAPPED PANEL E DENOTES EXISTING TO REMAIN Ip190099A0601 El KEY SWITCH(SEE SECURITY DRAWINGS) GRAPHIC SYMBOLS R DENOTES EXISTING,RELOCATED FIXTURE sx+ SECURITY MONITOR IMA" xx EQUIPMENT ITEM-SEE SCHEDULEPP POWER POLE A00.01 2015 OREGON STRUCTURAL SPECIALTY CODE ACCESSIBLITY NOTES GENERAL NOTES 1.AU.WORK SHALL CONFORM TO THE AMERICAN WITH DISABILITIES ACT(ADA.)ALONG 18.INSTALL AND APPLY ITEMS,MATERIALS,EQUIPMENT,FINISHES,ETC.INCLUDING THE Bank of America__ ACCESSIBLEROUTES ONSSCF ONE ORN 1109.4): STAIRWAYS ER(OSSCA SECTION 1109): WITH ALL STATE,COUNTY,AND LOCAL APPLICABLE CODES,ORDERS,ORDINANCES AND PREPARATION OF SURFACES IN STRICT ACCORDANCE WITH THE MANUFACTURER'S ACCESSIBLE ROUTES SHALL CONSIST OF ONE MORE OF THE FOLLOWING TREADS AND RISERS: ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE REGULATIONS.NOTIFY ARCHITECT PRIOR TO START OF WORK OF ANY DISCREPANCIES PRINTED RECOMMENDATIONS AND INSTALLATION REQUIRMENTS. Tigard COMPONENTS: WALKING SURFACES WITH A SLOPE NOT STEEPER THAN 1:20, UNIFORM RISER HEIGHTS AND UNIFORM TREAD DEPTH.RISERS SHALL BE 4 BETWEEN THE DRAWINGS AND CODE.ALL WORK SHALL CONFORM TO THE MOST CAP Add ATM DOORWAYS,RAMPS, CURB RAMPS,ELEVATORS, AND WHEELCHAIR(PLATFORM) INCHES HIGH MIN. AND 7 INCHES MAX. TREADS SHALL BE 11 INCHES DEEP MIN., RESTRICTIVE REQUIREMENT. 19.PERTAINING TO EQUIPMENT:GENERAL CONTRACTOR IS RESPONSIBLE FOR THE LIFTS. ALL COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE MEASURED FROM RISER TO RISER.OPEN RISERS SHALL NOT BE PERMITTED. REMOVAL AND RELOCATION OF ANY EXISTING EQUIPMENT OR CONSTRUCTION AS APPLICABLE PORTIONS OF THIS STANDARD. STAIR TREAD SURFACE SHALL COMPLY WITH OSSC SECTION 1009.3. NOSINGS 2.BEFORE COMMENCING WORK,CONTRACTOR SHALL BECOME FAMILIAR WITH DRAWINGS NECESSARY FOR A COMPLETE INSTALLATION. OR1-141 SHALL BE FLUSH AND ROUNDED TO A RADIUS OF 1/2"MAX. RISERS SHALL BE SCOPE OF WORK AND VERIFY EXISTING CONDITIONS AND DIMENSIONS AT THE SITE AND WALKING SURFACES(OSSC SECTION 1103): SLOPED, OR THE UNDERSIDE OF THE NOSING SHALL HAVE AN ANGLE OF NOT NOTIFY THE ARCHITECT OF ANY DISCREPANICES. 20.ACCESS PANELS SHALL BE PROVIDED FOR ALL EQUIPMENT SWITCHES,VALVES AND 11999 SW Pacific Hwy. SLOPE: THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER LESS THAN 60 DEGREES FROM THE HORIZONTAL. NOSING SHALL PROJECT NO 3.PRIOR TO STARTING WORK,THE GENERAL CONTRACTOR SHALL SUBMIT TO BANK OF OTHER CONTROL DEVICES THAT ARE CONCEALED.EXACT LOCATIONS TO BE APPROVED Tigard,OR 97223 MORE THAN 1-1/2 INCHES(ADAAG FIGURE 18) BY ARCHITECT PRIOR TO INSTALLATION. THAN 1:20. THE CROSS SLOPE OF A WALKING SURFACE SHALL NOT BE STEEPER AMERICA PROJECT MANAGER AND ARCHITECT AN ITEMIZED COST BREAKDOWN OF ALL OUTDOOR CONDITIONS: OUTDOOR STAIRS AND OUTDOOR APPROACHES TO THAN 1:50. SCOPE ITEMS AND A CONSTRUCTION SCHEDULE.WORK TO BE SCHEDULED TO MEET 21.BESIDES GUARANTEES REQUIRED ELSEWHERE,THECONTRACTOR SHALL,HEREBY STAIRS SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON BANK OF AMERICA REQUIREMENTS. DOES,GUARANTEE ALL WORK FOR A MINIMUM PERIOD OF ONE YEAR AFTER DATE OF CLEAR WIDTH: CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH WALKING SURFACES. ACCEPTANCE OF WORK WITH ANY OTHER WORK,WHICH MAY BE DISPLACED IN SO OSSC SECTION 1109.4.2 AND ADAAG FIGURES 1, 7A AND 78. 4.ALL WORK DESCRIBED OR INDICATED IN THESE DOCUMENTS AND ALL WORK DOING,THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN A CLEAR WIDTH AT TURN: WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE PROTRUDING OBJECTS(OSSC SECTION 1109.5): DEPENDENT UPON OR NECESSARY TO COMPLETE THIS WORK SHALL BE EXECUTED IN A MINIMUM OF ONE YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE TURN AROUND AN OBJECT WHICH IS LESS THAN 48 INCHES WADE,CLEAR PROTRUSION LIMITS: OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND WORKMAN LIKE MANNER CONSISTENT WITH THE BEST STANDARDS OF THE TRADE ( )JLI2 WIDTHS SHALL BE 42 INCHES MIN. APPROACHING THE TURN, 48 INCHES MIN. NOT MORE THAN 80 INCHES ABOVE THE FLOOR OR GROUND SHALL PROTRUDE INVOLVED AND BE OF ITEMS AND MATERIALS SUITED FOR THE PURPOSE INTENDED. TO BANK OF AMERICA. DURING THE TURN, AND 42 INCHES MIN.LEAVING THE TURN. 4 INCHES MAX. HORIZONTALLY INTO THE CIRCULATION PATH. HANDRAILS 5.TRADESMEN,CRAFTSMEN,INSTALLERS,FOREMEN,AND SUPERVISORS ARE TO BE 22 OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC AUTHORITIES PASSING SPACE: AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 SERVING STAIRS AND RAMPS SHALL BE PERMITTED TO PROTRUDE 4-1/2 SKILLED,EXPERIENCED AND LICENSED IF REQUIRED IN THE WORK THEY WILL BE GOVERNING THE WORK. age I�„ INCHES SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200 FEET MAX. INCHES MAX. GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE PERFORMING. 9 11 s:e,,sa.a.„"E THESVERTICAL CLEARANCE IS LESS THAN 80 INCHES HIGH. LEADING EDGE OF SUCH 23.SUBMIT REQUESTS FOR SUBSTITUTIONS,REVISIONS,OR CHANGES TO "$P0 WA ORA NTE SE SPACES SHALL BE I GH SURFACESER A 60 INCH BY 60 INCH MIN. SPACE, 6.PROJECT CONSTRUCTION ITEMS TO BE NEW,UNLESS OTHERWISE NOTED.NO ARCHITECT FOR REVIEW PRIOR TO PURCHASE,FABRICATION OR INSTALLATION. ARCHITECTS ,.,,,,,,,aa - AN INTERSECTION OF TWO WALKING WHICH PROVIDE A T-SHAPED GUARDRAIL OR BARRIER SHALL BE 27 INCHES MAX. ABOVE THE FLOOR OR """"�'L0° GROUND. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH REQUIRED SUBSTITUTIONS WILL BE ALLOWED UNLESS COMPLETE DESCRIPTIONS OF ITEMS w,wmagellan,chiew.ca" 02,,usa,°, TURNING SPACE. INCLUDING DRAWINGS,TEST DATA,SAMPLES,COST AND SCHEDULE CHANGES ARE 24.OWNER WILL PROVIDE WORK NOTED•BY OTHERS'OR"NIC'UNDER SEPARATE FOR ACCESSIBLE ROUTES. CONTRACT.INCLUDE SCHEDULE REQUIREMENTS IN CONSTRUCTION PROGRESS SIGNAGEALL SIGNAGE TO COMPLY WITH OSSC SECTION SUBMITTED BY THE CONTRACTOR AND APPROVED BY THE ARCHITECT PRIOR TO SCHEDULE AND COORDINATE TO ASSURE ORDERLY SEQUENCE OF INSTALLATION 1108.4.12&1109.15): POST-MOUNTED OBJECTS: OBJECTS ON A SINGLE POST OR PYLON SHALL BE INSTALLATION.ANY ITEM NOTED ON THE DRAWINGS THAT ARE NOT AVAILABLE OR PERMITTED TO OVERHANG 12 INCHES MAX.WHERE MORE THAN 27 INCHES AND WOULD CAUSE A TIME DELAY SHALL BE IDENTIFIED BY THE GENERAL CONTRACTOR AND 25.COORDINATE TELECOMMUNICATIONS,DATA AND SECURITY SYSTEM INSTALLATIONS. ACCESSIBLE ENTRANCES: ACCESSIBLE BUILDING ENTRANCES SHALL BE IDENTIFIED NOT MORE THAN 80 INCHES ABOVE THE FLOOR OR GROUND. THE ARCHITECT NOTIFIED. WITH STANDARD SIGNS AND DIRECTIONAL SIGNS THAT COMPLY WITH OSSC 26.PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. SECTION 1109.15 AND ARE VISIBLE TO PERSONS ALONG APPROACHING OPERABLE PARTS(OSSC SECTION 1109.3): 7.TYPICAL DETAILS AND GENERAL NOTES SHALL BE USED WHENEVER APPLICABLE U.N.O. 27.DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS GOVERN.IN CASE OF CONFLICT, PEDESTRIAN WAYS. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS REQUIRED ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSULT THE ARCHITECT. TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE. THE SYMBOL IS TO BE A WHITE HEIGHT: OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE CONSTRUCTION STANDARDS.IF CONTRACTOR HAS ANY QUESTIONS REGARDING THE FIGURE ON BLUE BACKGROUND(COLOR NO.15090)IN FEDERAL STANDARD 595A. REACH RANGES. EXCEPT WHERE THE USE OF SPECIAL EQUIPMENT DICTATES SAME OR EXACT MEANING,ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION. 28.COORDINATE AND PROVIDE BLOCKING FOR MILLWORK AND ITEMS ATTACHED OR EXCEPTION:A SPECIAL SIGN OR IDENTIFICATION WHICH COMPLEMENTS DECOR OR OTHERWISE, OR WHERE ELECTRICAL AND COMMUNICATIONS SYSTEMS 8.DIMENSION ARE TO FACE FINISH ON EXISTING AND NEW WORK,UNLESS MOUNTED TO WALLS OR CEILINGS. A UNIQUE DESIGN MAY BE APPROVED WHEN IT IS DETERMINED BY AN ENFORCING RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDINGNOTED AS FACE LINES ARE STUD OR MASONRYOFIN ORH CENTERLINE OR OTHERWISE.DIMENSIONS AGENCY THAT SUCH SIGNS AND IDENTIFICATION PROVIDE ADEQUATE DIRECTION OCCUPANTS. 29.UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4 INCH,UNLESS SHALL HAVE PRECEDENCE OVER SCALE AND LARGER SCALE DRAWINGS SHALL HAVE OTHERWISE NOTED. I A w.. o".a"w.m,Mw,,, w aa.+ BRAILLE: CONTRACTED GRADE 2 BRAILLE IS TO BE USED WHEREVER BRAILLE IS OPERATION: OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND PRECEDENCE OVER SMALLER SCALE DRAWINGS. REQUIRED. DOTS TO BE.01 INCH ON CENTERS IN EACH CELL WITH .02 INCH SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. 30.CONCEALED INSULATING MATERIALS INSTALLED WITHIN WALL SHALL HAVE A FLAME SPACE BETWEEN CELLS. DOTS ARE RAISED A MIN. OF 0.025 INCH ABOVE THE THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS B.PROVIDE SHOP DRAWINGS WHERE INDICATED AND FOR ALL METAL FABRICATION OR SPREAD INDEX OF NOT MORE THAN 75 AND A SMOKE DEVELOPED INDEX OF MOT MORE BACKGROUND. MAX, WHERE THEY ARE CALLED OUT FOR ON THE CONSTRUCTION DOCUMENTS.THE THAN 450. CONTRACTOR SHALL SUBMIT FIVE(5)SETS TO THE ARCHITECT WITH AMPLE TIME TO 31.INSULATING MATERIALS WHICH ARE SUBJECT TO DIRECT EXPOSURE TO POTENTIAL REVIEW.REQUIRED CORRECTIONS WILL BE NOTED AND A COPY WILL BE RETURNED TO CHARACTERS: LETTERS AND NUMBERS ON SIGNS ARE TO HAVE A WIDTH TO MANUAL DOORS AND DOORWAYS THE CONTRACTOR WHO SILL REVISE DRAWINGS AND RESUBMIT FOR FINAL APPROVAL FIRE ON THE INSIDE OF THE BUILDING DUE TO INSTALLATION IN UNCONCEALED HEIGHT RATIO OF BETWEEN 3:5 AND 1:1, AND A STROKE WIDTH TO HEIGHT (OSSC SECTIONS 1108&1109.9): PRIOR TO FABRICATION. SPACES SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A RATIO BETWEEN 1:5 AND 1:10. WHEN RAISED OR RECESSED CHARACTERS OR SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450. CLEAR WIDTH: DOORWAYS SHALL HAVE A CLEAR OPENING OF 32 INCHES MIN. SYMBOLS ARE USED, THEY ARE TO BE RAISED OR RECESSED A MIN. 1/32 INCH CLEAR OPENING OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED 10.CONTRACTOR TO SUBMIT SAMPLES OF ALL FINISH MATERIALS TO ARCHITECT FOR AND ARE TO BE SANS SERIF TYPE FONT.RAISED CHARACTERS ARE TO BE AT BETWEEN THE FACE OF DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. APPROVAL PRIOR TO INSTALLATION. 32.MATERIALS EXPOSED WITHIN PLENUMS ARE REQUIRED TO BE NONCOMBUSTIBLE OR LEAST 5/8 INCH HIGH AND RECESSED CHARACTERS AND SYMBOLS ARE TO HAVE OPENINGS MORE THAN 24 INCHES DEEP SHALL PROVIDE A CLEAR OPENING OF SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED A 1/4 INCH MIN. STROKE WIDTH. 36 INCHES MIN. THERE SHALL 8E NO PROJECTIONS INTO THE CLEAR OPENING 11.CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF AS-BUILT DRAWINGS NOTING INDEX OF NOT MORE THAN 50 AS DETERMINED IN ACCORDANCE WITH ASTM E 84. WIDTH LOWER THAN 34 INCHES ABOVE THE FLOOR OR GROUND. PROJECTIONS DEVIATIONS BETWEEN THESE DRAWINGS AND ACTUAL FIELD CONDITIONS AND NEW DOORWAYS: ON DOORWAYS LEADING TOA UNISEX FACILITY, THE SYMBOL TO BECONSTRUCTION OF ALL TRADES AND DELIVER TO BANK OF AMERICA AT END OF 33.CONTRACTOR TO CHECK/MONITOR GRADES AND ADVISE CUSHMAN&WAKEFIELD PM INTO SHE MIN. CLEAR OPENING WIDTH MORE THAN 34 INCHES AND PROJECT.GENERAL CONTRACTOR SHALL PROVIDE ALL SUBCONTRACTORS WITH THE OF ANY ISSUES PRIOR TO INSTALLATION OF SITE IMPROVMENTS. PROVIDED SHALL BE AN EQUILATERAL TRIANGLE INSCRIBED WITHIN A 12 INCH INCHES ABOVE THE FLOOR OR GROUND ARE PERMITTED BUT SHALL NOT TO 80 MOST CURRENT CONSTRUCTION DOCUMENTS THROUGHOUT THE PROJECT,INCLUDING DIAMETER CIRCLE 1/4 INCH THICK EACH. EXCEED 4 INCHES. ALL REVISIONS. 34.CUSHMAN&WAKEFIELD SHALL REVIEW EXISTING CONDITIONS PRIOR TO RECESSED DOORS: WHERE THE PLANE OF THE DOORWAY IS RECESSED MORECOMMENCEMENT OF CONSTRUCTION FOR ANY CHANGED CONDITIONS. FLOOR OR GROUND SURFACES THAN 8 INCHES FROM THE PLANE OF THE WALL CLEARANCES FOR FRONT 12.CONTRACTORISIONSOTHEDRAWI GSANDCHABGN WITHTHESC SCOPEOF WORKANAGEROF (OSSC SECTIONS 1109.4.5&1109.6): APPROACH SHALL BE PROVIDED. ALL REVISIONS TO THE DRAWINGS AND CHANGES WITH OF OR 35.CONTRACTOR TO LCOORDINATE WORK AS REQUIRED(I.E.EARLY MORNING,NIGHTS, SCHEDULE REQUIRED BY GOVERNING AGENCIES,FIELD CONDITIONS OR BANK OF WEEKENDS)TO ALLOW BANKING CENTER TO CONDUCT NORMAL,UNINTERRUPTED GENERAL: FLOOR OR GROUND SURFACES SHALL BE STABLE,FIRM,AND SUP TWO DOORS IN SERIES: DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN AMERICA PERSONNEL REGARDLESS OF EXTENT.ALL REVISIONS TO BE IN WRITING AS OPERATIONS. CHANGE ORDERS AND APPROVED PRIOR TO STARTING WORK. RESISTANT. CHANGES IN LEVEL OF 1/4 INCH HIGH MAX. SHALL BE PERMITTED TO SERIES SHALL BE 48 INCHES MIN. PLUS THE WIDTH OF ANY DOOR SWINGING 1/4 INCH HIGH MIN. AND 1-1 2 INCH INTO THE SPACE.DOORS IN SERIES SHALL SWING EITHER IN SAME DIRECTION OR 13.CONTRACTOR TO PROVIDE EQUIPMENT TO ENSURE LIFE SAFETY OF PUBLIC,TENANTS 36.CONTRACTOR TO SCHEDULE A PRE-CON MEETING WITH ARCHITECT AND C&W BE VERTICAL. CHANGES IN LEVEL BETWEEN / REPRESENTATIVE PRIOR TO START OF CONSTRUCTION. HIGH MAX. SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. AWAY FROM SPACE BETWEEN DOORS. AND WORKERS AS REQUIRED BY FEDERAL,STATE AND LOCAL CODES THROUGHOUT CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE RAMPED AND SHALL CONSTRUCTION.CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT COMPLY WITH ADAAG FIGURES 7C AND 7D. DOOR HARDWARE: HANDLES,PULLS,LATCHES,LOCKS, AND OTHER OPERABLE PEDESTRIANS. PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP 14.CONTRACTOR TO VERIFY REQUIREMENTS OF WHEELCHAIR TURNING SPACE AND CLEAR SPACE WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING,OR NEW CONSTRUCTIONTRACTOPRIOR EXISTINGTSTART STRUCTURALF WTUR. CONDITIONSNDACTNR ANDDRLL FURNISH (OSSC SECTION 1109): TWISTING OF INC WRIST X.OPERATE. SUCH HARDWARE SHALL BER 34 INCHES ADEQUATE SHORING,BRACING,ETC.AS REWIRED TO SAFELY EXECUTE ALL WORK AND CLEAR FLOOR OR GROUND SURFACE: FLOOR OR GROUND SURFACES OF A MIN. AND 48 INCHES MAX. ABOVE OSE FLOOR ROGROUND. WHERE SLIDING SHALL BE FULLY RESPONSIBLE FOR SAME,UNLESS SPECIFICALLY DETAILED IN THE DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE WHEELCHAIR TURNING SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. EXPOSED AND USABLE FROM BOTH SIDES. DOOR CLOSERS: DRAWINGS.CONTRACTOR SHALL PROVIDE BLOCKING,BACKING,FRAMING,HANGERS, THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES MIN. BY 48 INCHES OR OTHER SUPPORTS AS NECESSARY FOR ALL FIXTURES,EQUIPMENTS AND ALL OTHER 1 MIN. AND SHALL BE POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 ITEMS REQUIRING SAME. TO AN ELEMENT. ONE FULL,UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR DEGREES IN NOT LESS THAN 3 SECONDS, TO A POINT 3 INCHES FROM THE 15.SITE AND BUILDING SHALL BE MAINTAINED IN A CLEAN,SAFE MANNER,DIRTY/NOISY GROUND SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN LATCH, WHEN MEASURED FROM THE LEADING EDGE OF THE DOOR. WORK SHALL BE PERFORMED AT SUCH TIME AS DIRECTED PER THE OWNER AND/OR ANOTHER CLEAR FLOOR OR GROUND SPACE. CITY WHEN THE WORK VARIOUS SECTIONS ARE COMPLETED,AND AT OTHER TIMES AS CIRCULAR SPACE: THE WHEELCHAIR TURNING SPACE SHALL BE NOT LESS THAN DOOR-OPENING FORCE: ARE DOORS SHALL HAVE THE MINIMUM FORCE DIRECTED BY BANK OF AMERICA,OR OWNER,ALL TRASH DEBRIS,SURPLUS MATERIAL, 60 INCHES DIAMETER MIN. WHEELCHAIR TURNING SPACE SHALL BE PERMITTED TO NECESSARY TO CLOSE AND LATCH THE DOOR. TOOLS AND EQUIPMENT TO BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL INCLUDE KNEE AND TOE CLEARANCES. MANNER.LEAVE PREMISES IN A CONDITION ACCEPTABLE TO BANK OF AMERICA,OR I`"...."°. THE OPENING FORCE OF DOORS ALONG AN ACCESSIBLE ROUTE SHALL BE AS OWNER. pm,T-SHAPED SPACE: THE WHEELCHAIR TURNING SPACE MAY BE A T-SHAPED FOLLOWS: SPACE WITHIN A 60 INCH MIN. SQUARE WITH ARMS AND BASE 36 INCHES WIDE 16.PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE.WHERE EXISTING �(�N,,i;�,� MIN.EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES MIN. 1. EXTERIOR DOORS: 8-1/2 POUNDS-FORCE CONSTRUCTION,FINISHES OR EQUIPMENT IS DAMAGED BY WORK IN THIS CONTRACT, V i...7J1�'`'`1i , IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 2. INTERIOR DOORS: 5 POUNDS-FORCE THEY SHALL BE PATCHED,REPAIRED OR REPLACED AS REQUIRED TO MATCH EXISITNG, wreeevat • INCHES MIN. T-SHAPED WHEELCHAIR TURNING SPACES SHALL BE PERMI I ILLI TO 3. STAIRWAY DOORS AT PRESSURIZED STAIR ENCLOSURES: 15 POUNDS AT BY TRADE WHOSE WORK IS DAMAGED AT NO COST TO BANK OF AMERICA. ' 1041 INCLUDE KNEE AND TOE CLEARANCES ONLY AT THE END OF EITHER THE BASE EXTERIOR DOORS. In. INCLUDE OR ONE ARM. 4. WHERE ENVIRONMENTAL CONDITIONS REQUIRE GREATER CLOSING PRESSURE, 17.LAYOUT OF WORK: POWER-OPERATED DOORS SHALL BE USED WITHIN THE ACCESSIBLE ROUTE. A.LOCATION AND ELEVATION OF ALL WORK TO BE CONSTRUCTED ARE SHOWN ON IBA K OFAMERICA.1ig H Cap ATM DOORS: UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TO SWING DRAWINGS AND UNLESS DISCREPANCIES ARE BROUGHT TO THE ATTENTION OF THE INTO WHEELCHAIR TURNING SPACES NOT MORE THAN 12'. DOOR SURFACE: DOOR SURFACES WITHIN 10 INCHES OF THE FLOOR OR GROUND ARCHITECT PRIOR TO CONSTRUCTION,THE CONTRACTOR WILL BE HELD RESPONSIBLE ALCOVE CLEAR FLOOR SPACE: MEASURED VERTICALLY SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE FOR THE PROPER LOCATION AND ELEVATIONS AS SHOWN AND INTENDED. FORWARD APPROACH- THE WIDTH OF AN ALCOVE SHALL BE 36 EXTENDING THE FULL WIDTH OF THE DOOR. PARTS CREATING HORIZONTAL OR 19409 VERTICAL JOINTS IN SUCH SURFACE SHALL BE WITHIN 1 16 INCH OF THE SAME B.THE CONTRACTOR SHALL LAYOUT THE WORK AND SHALL ESTABLISH AND MAINTAIN I�.s•,J",,. INCHES MIN. - THE WIDTHDEXCEEDS ALCOVE 24 INCHES. / 19-009A00-10 PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE NECESSARY MARKERS,AND SHALL BE RESPONSIBLE FOR THE ACCURACY OF SAME. PARALLEL APPROACHIN. E THE T OF AN D15INCHES.SHALL BE 60 ",.,,,,,,,,, CAPPED. EXCEPT FOR SLIDING DOORS, TEMPERED GLASS DOORS WITHOUT STILES THE CONTRACTOR SHALL LAYOUT,AS A GUIDE TO ALL TRADES AND TO HIS INCHES MIN. WHERE THE DEPTH EXCEEDS 15 AND HAVING A BOTTOM RAIL OR SHOE WITH THE TOP LEADING EDGE TAPERED SUBCONTRACTORS,THE EXACT LOCATIONS OF NEW OR REMODEL WORK WITH GENERAL NOTES AT NO LESS THAN 60 DEGREES FROM THE HORIZONTAL SHALL NOT BE RESPECT TO CHANGES TO EXISTING. KNEE AND TOE CLEARANCE(OSSC SECTION 1109.2.3.3): REQUIRED TO MEET THE 10 INCH BOTTOM RAIL HEIGHT REQUIREMENT, AND esu" DOORS WHICH DO NOT EXTEND TO WITHIN 10 INCHES OF THE FLOOR OR GROUND. SPACES UNDER OBSTRUCTIONS, WORK SURFACES OR FIXTURES MAY BE INCLUDED IN THE CLEAR FLOOR SPACE IF THEY ARE AT LEAST 30 INCHES WIDE, A VISION LITES: DOORS AND SIDELITES ADJACENT TO DOORS CONTAINING ONE OR MINIMUM OF 27 INCHES HIGH AND NOT MORE THAN 19 INCHES DEEP. CLEAR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL A 00"AO TOE SPACE SHALL BE NOT LESS THAN 9 INCHES HIGH AND MAY EXTEND A HAVE THE BOTTOM OF AT LEAST ONE PANEL 43 INCHES MAX. ABOVE THE A 1 MAXIMUM OF 6 INCHES BEYOND THE KNEE SPACE(ADAAG FIGURES 27 AND 31). FLOOR OR GROUND. L. NO OTHER FIXTURES OTHER a 4'-0" THAN TOILET IN THIS AREA INSULATE HOT WATER -_ 3'-0'MIN. - $AND ORAIN TO Bank of America _ IMPI PREVENT CONTACT z U LINE OF REQUIRED w olb "6• Q CLEARANCE MIRROR Tigard - '____J w 4 ;d t AUDIBLENISIBLESTROBE 3-O'MIN. /i/ ��� o + CAP Add ATM DOOR FRAME 3'-0'MIN. / /�/ ' _ L.111 12 `I I O. /---=�� � z - �, Al ORI-141 FIRE EXTINGUISHER MIN. 1'-0'• N. �� /-� (� - ”11/ AND/OR HOSE CABINET _ s V _ _f 11999 SW Pacific Hwy. HOLD UP LIGHT1�.�1 i;S � NOTE:X=1'-0'IF DC?Ft HAS BOTH ACLOSERANDAIA CH \ 0 i /NV •` N .� Tigard,OR 97223 4 yr A. -- \ 14 KNEE CLEARANCE 8"MIS 'I TOE CLEARANCE �? `_•i THERMOSTAT LOCATION N1'-'MIN.DEPTH MI `" (DABO NOT LOCATE E)DIRECTLY 1.4"MIN. �► al. \ r LOCATION FOR LIGHT 5.0"MIN. CLEARnil -SWITCH,DIMMERS, FLOORNOTE:X=3-0'MIN.IFY=S-0'; EGRESS BUTTON, SPACEX=34i'MIN.IF Y=4'-6'. C���• _ CARD READER(ETC.) 11/4'701112• 11/7' �,/t39'-41' 7-8' JLL CLUSTER-SEE PLAN FOR QUANTITY OF EACH $ CLUSTER 4'-6MIN. 1'-T a 81 I58e,Ave NE 2USEGANG-TYPE COVER 1•'-0"� 3'.6"MIN.][ L O� 4'-0'MIN. ., ,: M J I I sE m and PLATES FOR MORE THAN NOTE:Y=4'-0"MIN'Y=4'-0"MIN. R.7.0 WA 9P052 ONE DEVICE OF THE SAME gARCHITECTS W51885-4?oo TYPE C�—� SINK OR VANITY 9 ; IF DOOR HAS A CLOSER4%6' x '^ •I��m NISI885i?0? SCHED,DOOR HARDWARE TOILET PAPER}Z e GRAB BAR SCALE:112"=T-0" Li• NOTE:AU.DIMENSIONS TO CENTER UNE OF DEVICES. . f: .' `�' / �I F SEE PLANS FOR SPECIFIC LOCATIONS. _ . N R EQUIPMENT PERMITTED IN b• PROVIDE FASTENERS AND WALL REINFORCEMENT TO SUPPORT A2500 MIN POINT LOAD. SHADED AREA k, Y=4'4"NOTE: 4"MM FMIDOOFL HAS A CLOSER TYP. MOUNTING HEIGHTS 17 SINGLE USER TOILET 13 1 1'4'701'-7" } SCALE NTS SCALE:1/C=1'-0" • 7-0"MIN r I �' -0" z • I. !. �, ill'f4 - �I M I NOTE:Y=3'-6'MIN.. IA .•• WeAY...•..•Wn y Ch. ! Y=4'-0"MIN.IF DOOR ��/ - - I�I,'�� - �� HAS A CLOSER ,. z KNEE CLEARANCE ..', • TOE CLEARANCE 10'MAX �} 4'-0"MIN. H - m 4'-0'MIN. § 8'MAX (� L 1'S'701'-T 3'-0'MIN. t 7A'MIN. CLEAR ��.. FLOOR I z SPACE I * 111171r 4'4'MIN.kI4'-8'MIN. WI WALL MOUNTED W.c. MIME 0 MEI` • N III 4'-11"MIN. WI FLR.MOUNTED W.C. 7�� h I74PMAX. \ I,I�•„i. ! / I I g STALL AT END OF ROW 4' 3'0 MIN. 4 ALTERNATE DRINKING FOUNTAIN 10 REACH RANGES 6 CLEARANCES 2 4"MAX. 2'-8"MIN. DOOR LOCATION SCALE:1/2"=1"-0" SCALE:1/2 =1"-0" SCALE:112"•1"-r ATM,DISPLAY URES AND REACHIBILITY MUST 1--:..- 4%4'MIN.� CONFORM TTO CBCTAND ADA REQUIREMEN S.1 = 4'1" 1 irII .i �•MAX OILET PAPER V "' CLEAR WIDTH ANY AMOUNT 2iIis g .. c > H23�2�7�� .4•MAX. 1 I I,�II H § Y - 5 o - a- Lobby �\ I42'MIN. �,L� H "v LL_ •1�*=. Z I N Firlisii LATCH APPROACH � ,•� � �j lit ONLY,OTHER g / o Z� APPROACHES 4'-0' I . 1'-0" I LM. 4%4'MIN. ATM T - - } 4 _t � I LINE OF 4_ 4'-3"MIN. W/WALL MOUNTED W.C. I CLEARANCE 4'-11'MIN. WI FLR.MOUNTED W.C. i ..."..-. ..... Fs' STANDARD STALL A_i` - ___I wJ MULTI-USER TOILET 1 5 ATMCLEARANCES 11 PROTRUDING OBJECTS 7 THRESHOLDS 3 SHEET NOTES SCALE: 1/2"=1'-0' 7/ A DETAILS AND DIAGRAMS ON THIS SHEET ARE FOR 3/8' 10' VAN ACCESSIBLE ACCESSIBLE GENERAL REFERENCE AND INFORMATION.NOTNOTE:INSTALL PER BANK STANDARDS. PARKING SIGN TYP. PARKING SIGN PER ALL CONDITIONS MAY APPLY ON THIS PROJECT. 114'RADIUS TYP' BLUE SEE DETAIL 12C LOCAL REQS ---�� BACK GROUND 4.1" ..g 518• WHITE VAN WHEEL STOP TYP�PEDESTRUA ROUTE y�:4 ft fc, TOE IT s' ACCESSIBLE \\\\\\ OF- I 12"x18" BLUE PAINT 2%SLOPE MAX.IN ANY E, �"y.u"'"" I BLUE WITH BACK GROUND DIRECTION(TYP.) STRIPES AT 3411KOFAMERICA-rgomcoPATM " © © 0 WHITE as"O.C.(iw.l FIN.FLOOR a, FIGURE WHITE PAINT MA � WITHIN THE LOADING AND �/i I , „ NOTES: UNLOADING ACCESS AISLE, I I I 9009 tO TACTILE SIGN-1/4"PLASTIC WITH RAISED LETTERS AND GRADE 2 BRAILLE,PAINTED PAINTED PERFORATED 3'-0" PAINT THE WORDS"NO (1 w.,,. WITH MATTE PAINT IN CONTRASTING COLOR. METAL HAT ` PARKING'IN 12"HIGH r/4,,I„�`, 19-009 A00-40 O2 RAISED LETTERS TO BE SANS SERIF,UPPER CASE FONT,5/8'MINIMUM,2"MAXIMUM HEIGHT, CHANNEL _ LETTERS MIN. �r lr Iw RAISED 1/32"MINIMUM ABOVE BACKGROUND. POST TYP. ACCESSIBILITY INFORMATION M PAINT 4"WIDE BLUE :-0"(MIN.) 9'-0"(MIN.) m r` 4 O3 GRADE 2 BRAILLE DOTS SPACED 1/10"ON CENTER IN EACH CELL WITH 2/10'SPACE BETWEEN ♦ STRIPING TYP. I�» CELLS,RAISED 1/40'MINIMUM ABOVE THE BACKGROUND.ALTERNATE TEXT&BRAILLE TO g 'OF ' READ:'EXIT ROUTE',"EXIT STAIR DOWN',"EXIT STAIR UP","EXIT RAMP DOWN'OR'EXIT RAMP DEEP DIA. 0" TYP ' �� STRIPE(TYP) S'O"MIN.AT TYP. UP',AS NEEDED.REFER TO CBC SECTIONS 1003.2.8.6,111713.5.1 AND 1133B.4.FOR ADDITIONAL TYPICAL PAVEMENT ACCESSIBLE PARKING INFORMATION AND REQUIREMENTS. 8'-0"MIN DAT VAN INTENATIONAL SYMBOL (POST PoB ST (INTERNATIONAL 36'X36"SEE STALL L, . ®INSTALL TACTILE SIGN ON STRIKE SIDE OF DOOR. DECAL AT ENTRY DOORS) OUNTED) MOUNTED) SYMBOL) DETAIL 12A/A00.40 ACCESSIBLE PARKING A00.40 STALL TACTILE EXIT SIGN 16 ACCESSIBLE SIGNAGE 12 ACCESSIBLE PARKING STALLS 4 SCALE:T•1"-0" TS_01 SCALE:1/4"•1'-0" PrINNfl SCALE:1/8"-1'-0" ...Tem SW PACIFIC HWY KEY NOTES Bank of America 01 EXISTING LINE OF CANOPY ABOVE Tigard �— 02 EXISTING STRIPING L' ,J I O3 EXISTING CONC.CURB TO REMAIN CAP Add ATM \I ,.,„t COMP ROOM `\ 0 EXISTING ASPHALT PARKING LOT OR1-141 `\ 11999 SW Pacific Hwy. OFFICE l\l OS EXISTING CONC.SIDEWALK TO REMAIN Tigard,OR 97223 \ ©EXISTING DRIVE THRU ` 0 EXISTING ATM I.© SDB VAULT ELEC/TEL BREAK ROOM \` ©EXIST NG POWER POLE RM EXISTING ELECTRICAL CHASE C)) JLL/\ I ((>,, I L.,,,,1 LJ !/ \ Magellan FT=14252 SS \ Redmond.WA 90.052 \ ARCHITECTS ,425,H9N?00 \ .nagdWnarchMcls.cpn tusaes-0oa I. t: :-) �Ztp • l—I I I I , \\\\ �o II I .... _, iii. TELLER AREA 1„ ,,,,,,,D, IA haw D...i..wo..nipti.. a BANK LOBBY % 0 WOMEN ` \ \ — ii, \ \ ' JANITOR'S CLOSET \ 1 ATM ROOM VESTIBULE / \\ 10-1031a \ l\ - r- \ --- \\ ___________ ---- /111)_____ _/-- 00 *1 . . r- \ \ _J _ C \ ADA- .--'''' \0 ,1- ‘01/0111611 111111:1%. \\\ \\\ ` ii L \\ \\ `\ I \ \, O ' 3 \\\ \ll \ \ ll \ w \ \ \ \ \ l \ \ g518 �� b \© \ \ 33.9 \ © \ \ - \ l \ ---- \ a IS \ .....----- ---- 12:' O l\ \ O SHEET NOTES \ Ia..,,Nnat.n AREA OF WORK \ 26 0 .n�A ‘ el 110 1 --------''''''' 0 1401,016 12'0 -'' / (BANK OF AMERICA-Tgard Cap ATM \ I19 N. \ 19-009 A00-50 OVERALL BUILDING REFERENCE PLAN AS NOTED A00.50 EDNA.North REFERENCE SITE AREA PLAN I SCALE 1I4 1.-0' r- __y______ - t . + (` T KEY NOTES Bank of America 1M1°8ENJ \ O1 EXISTING LINE OF CANOPY ABOVE�i `, OREMOVEEX18TINOSTRIPING Tlgard, ---_. _-- --- — — , �.-,_ \ O3 EXISTING CONC.CURB TO REMAIN P TM - ,\ O/ EXISTING ASPHALT TO REMAIN 1 � __I -------1 r i [ ©EXISTINCCANOPYSUPPORT WA L ORI-141 --- ©EXISTING DRIVE THRU 11999 SW Pacific Hwy- ;. / p7 EXISTING LANDSCAPING TO REMAIN Tigard,OR 97223 _--� ©ASPHALT/CONCRETE TRANSITION PATCH AND �A REPAIR 1�o J A 09 EXISTING ATM 10 EXISTING CONDUIT TO BE REPURPOSED. �� EXPOSE ACCESS AND CAP FOR PROPOSED NEW \--\ TELLER AREA �% '�� WOMEN �� � WORK PHASE - � � J LL 1 J „ REMOVE EXISTING PLINTH BOLLARD 12 EXISTING CONCRETE LAMP POST BASE TO REMAIN �,D2� Ma■/�1 a an Seeeffi30wl" •�� YI'� Redmond.WA 98051 .... _f.__.._ — -»_._ - \}\ wxw. age narchR 0251 x851303 _. \ ,i A R CH IT FCTS 0131883-4340 -I --_. JANITOR'S -� t �S�- CLOSET \ , , L„D] t.-7.:±-1 p , � � \-1,- \ WAITING AREA —- ---1 �W -- ` D.arm am.mmrrxm• y amok \ ATM ROOM -/ \ \p3A 0/ 112 / 9 I ,, O ,, Ii ` A , , ATM / \\ \ m \ U O R � ° ' 11111k 0 , ;w \ ' q.0*001 Mr m , 0 J i/ ( 0 j , , ® _'" ®}\ _______-____, _______---- , , 0 00 O \` 0 :. " " : SHEET NOTES 1m ";=`"" - ---AREA OF DEMO TOTALING< f..,..477 A4 uRA ` 500 S.F. , , '"" J 13 CONCRETE GLAND TO BE REMOVED-REPLACED - .1115 maw WITH ASPHALT Rm�0.3i1 •,,T-6. 7� la'" ■DEMO AREA TO BE REPLACED WITH CONCRETE PAD I0r•Me,x.m. BANK OFAMERICA-Tigard Cap ATM © I.r.,.nx,m,.r ® 0 19409 aorx.x.,. 19-009 A01-01 pmmngxn DEMO SITE PLAN AS NOTED A01.01 Roe North DEMOLITION SITE AREA PLAN 1 SCALE'.Nr=1'-0• • --.7 v-- t KEY NOTES Bank of America 1111 ` O EXISTING LINE OF CANOPY ABOVE O NEW STRIPING PER SPECIFICATIONS TO Tigard MEN \ DESIGNATE NO ACCESS CAP Add ATM 108 J 03 NEW STRIPING PER SPECIFICATIONS LANE r I O ARROW ORI-141 U U O PROVIDE NEW 6'DIA.BOLLARD AT EACH END TO 11999 SW Pacific Hwy. 100 PROHIBIT VEHICULAR TRAFFIC Tigard,OR 97223 '---/''� . 0 YO 1 0 ' O \ O NEW 4'DIA.PIPE PROTECTION BOLLARD • • O \ ©NEW 4'CONCRETE ISLAND WITH BANK STANDARD ATM PAD WITH 4'PROTECTION,AND 6'SECURITY, TELLER AREA OWOMEN BOLLARDS. \\\ 0717 L709 07790 79AND DRIVE-UP RNE UP (((p) JILL ATM WITH FRAME R TOP D7790 TOPPER. \ 0 LINE OF NEW CONCRETE I ASPHALT g3g3 ISS,Ra Av<NE L,102 \ REPLACEMENT mage a n s m1: RA,WA 98052 ` Mmw \ O9 CENTERLINE PLACEMENT OF NEW ARCHITECTS 142518354300 % 0 CONCRETE ISLAND wxw.nlagellaRarchiledw s. m 1,xs19es4303 JANITOR'S CLOSET L110 i `\ \ ° 111.11 \ 10 \ WAITING AREA \%_ 1 \ I A Nr. OdeaNrescriptioni=e \ o \ ATM ROOM / -0 '/` � CC \ L„2� \ \ DI laj 6'0 * • V v-0* © 0 PSA 0 \ \ Z i 101 \•I'' --' © 12 3 CC • �m \ \ © 6.11112 \\ , - irEXISTING•' \ / �� ,O' �rNIsRAOE4,, \400 �,! � NEW CONCRETE REPAIRED AS'HALT \ f i ° 1, 314 © A 3 518 \ _ q / \ ____ _-- _________\ �,// ° ° o A 1141 Y cATCri EXiov To E.T. 12-3112 EXISTING OR NEW CONCRETE \, 2A� ' \ REPAIRED ASPHALT '------.'' ° i~ a \ ° \ SHEET NOTES IN rielore 4:1), Ilstiwand,WA e "�J O \ 9�'OFO0 Pro Name ';;,- BANK OFAMERICA-Tgard Cap ATM -'---- 'ProtectNora* 119409 19009 A02.01 'Description CONSTRUCTION PLAN I•wN PROPOSED AREA SITE PLAN A02.01 1 ®"""”" SCALE:318'=1'-O' i ,1�CTO"_ T1 FPO, _ ft � Bank of America 4ikEfq;,, L o �A /`�Q"Ise Tigard ii ,,i �/ 4 / 23 49slerawCAP Add ATM [6,,,,,-..51,. ....c„..A... I:w,.v..� 7 r,,.U. :l. ir a �easa,nv.onru 1V/#p // AB P' OR1-141 it r#4x1@ ie.._ ,,.e...e po.,M,.?..— 11999 SW Pacific Hwy. r-�` a / _ —AY" ,<` Zi I Tigard,OR 97223 F E / dY I 4: 4�.l- �`` JI I Dn U 1...foxy W) • .a) Magellan d3e.1 Mill A...NE Co.,,..1-.. Al ix ice=2.sn,e4,Cax,pd...;z;a18 d.yy a g _ ,r+,zxo I"wax y.+�•r.< lAsr. H�t4- HYwo 14,1 ....dr+ 4.11 p.,- TCc E.s18-318-i AR(HIrLcrs „is 885 030D M 1 W/..n D.4f �p_ GTV WNW o pelu,wch ,as,$85-mvaosz 5%. a,r f.1.-4.....1- 'f g� ,i, 1 /� f w+.�: ASTM. A,$ (, 60 ./+. v -' dr. 4 Tip C-.+1 ao 5k1 o.,6-. . 3rlS;p a...-k,41,,__,.,:—. 2/ Lt1 -- Eii2 ,5,..,..,c,a_ ��_._.. "mss. .. • I I I I ( I, . W.. O...Owls OweripRon a, «wt Bank of America 7► .,_/ :21 1=3 12.0 —=:1.a 1,i41 .' Z 1•i%,;y.. Td SAT .4 ..e� , / '.fie ri4 8• 1'Q' 24' 24' 1-2314• S• K► , •, / .saa!� I 00 f 0 / b I _ _ DIEBOLD°1'7790 ADVANCED FUNCTION -- �J�/ BANK of AMERICA- CENLDRIVE-UP ISLAND ATM (.....-- t' /y}(t\ 1 f WITH 13mm CENeSAFE I r— alEferVIIEBOLD 1 MI.1.400496,30. / ,,YY' am=a�c..v rn.aw..n o [WM. '.wu woe. 0 Mt COM MUta L �� as � .m. §� , �\ uwwmw... / Q ....w. r-91/4- 3'-7 2'4• / ®t' 1 - f .`T.N.B.<"�'0 FRONT VIEW .' _ s«.^ a DI — IMP -.14111 . ,X "" 14.41.444.• I ' ' AID ii :_.: .:= - 244 14'OF Ct. PLAN VIEW IBwMn Name , , , it • ao t ,� + BANK OF AMERICA-7gard Cap ATN 1 1 ' e--,,,. IP,<H.+MOWN 1 ,9-099 E■ .® } Ic ..w. Mill W• 19009 A1201 DETAILS I 11 I �. . I Ia.AS NOTED FRONT VIEW SIDE VIEW SHEET NOTES Al2.01 A DETAILS AND DIAGRAMS ON THIS SHEET ARE FOR ENLARGED PAD LAYOUT 12 PROPOSED ATM EQUIPMENT 4 GENERAL REFERENCE AND INFORMATION.NOT ALLCONOMONSMAYAPPLYONTHISPROJECT. SCALE 3/4"4 1'4" SCALE NTS