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Plans (5) ; 1,02is) 4 -08) 012 : Lns ULAR TI ARCHITECTS 720 NW Davis 503.221.1121 M Suite 300 503 221.2077 11 CONSUMER CELL Portland OR 97209 www.lrsarchitects.com APR 13 2016 '� on, "ITV OF TIGARD 12259 SW 69TH AVE . BUILDING B3TIGARD CORPORATE CENTER UILDI�TG DIVA ION � . RECEIVED �. .itti",,;(, d iqr-47 ,� 6355 9741 OF �'' OR 97223 03. 25. 16 16 CONSULTANT: pERMIT SET PROJECT DIRECTORY PROJECT SUMMARY PROJECT MANAGER: L GENERAL INFORMATION: 7. SURVEY EXISTING CONDITIONS OF ENTIRE FLOOR JLL Rich Buchco:richp.buchco@am.jll.com IV. ADA ACCESSIBILITY UPGRADES: THAT PROJECT OCCURS,AND PROVIDE NOT LESS PROJECT NAME: CONSUMER CELLULAR Ti UPGRADES REQUIRED: THAN ONE APPROVED FIRE EXTINGUISHER WITH 1120 NW Couch, Suite 500 PROJECTADDRESS: 12259 SW 69THAVE RATING OF NOT LESS THAN 2A 10B/C FOR EACH 1,500 Portland,Oregon 97209 BUILDING B 1. UPGRADING EXISTING ADA SIGNS 2. PROVIDING 2 NEW UNISEX RESTROOMS S.F. OF FLOOR AREA OR FRACTION THEREOF. TRAVEL Telephone(503)972-8000 TIGARD, OR 97223 DISTANCE TO AN EXTINGUISHER FROM ANY PORTION MAP/TAX L07.' W262962 3. ADDING VERTICAL GRAB BARS OF THE BUILDING SHALL NOT EXCEED 75 FEET. PROVIDE FIRE EXTINGUISHER IN ACCORDANCE WITH ARCHITECT: 1l. APPLICABLE CODES: V. EMERGENCY SYSTEM STANDARDS: CURRENT CODES. PROVIDE NEW FIRE EXTINGUISHER LRS Architects, Inc. Michelle Start mstartt@Irsarchitects.eom AT ALL EXISTING CABINETS WHERE MISSING. ALL 720 NW Davis, Suite 300 Jacqueline Flahive: jf[ahive@I hitechitects,com 2012 INTERNATIONAL BUILDING CODE(IBC) REUSED EXISTING FIRE EXTINGUISHERS ARE TO BE 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) 1. BUILDING IS FULLYSPRlNKLERED (NEPA 93). MAKE INSPECTED AND/OR RECHARGED,AS NECESSARY, Portland,Oregon 97209 2014 OREGON MECHANICAL SPECIALTY CODE(OMSC) CODE MINIMUM CORRECTIONS AS REQUIRED PER JUST PRIOR TO SUBSTANTIAL COMPLETION. Telephone(503}221-1121 2014 OREGON FIRE CODE NEW PLAN. 2094 OREGON ENERGY EFFICIENCY SPECIALTY CODE 2. IN BUILDINGS WITH EXISTING SMOKE DETECTORS: (OEESC) PROVIDE CODE MINIMUM CORRECTIONS AS GENERAL CONTRACTOR: 2014 OREGON PLUMBING SPECIALTY CODE(OPSC) REQUIRED. SMOKE DETECTORS TO BE TIED TO THE 2014 OREGON ELECTRICAL SPECIALTY CODE(OESC) BUILDING ALARM SYSTEM. Swinerton Builders Branch Foote: bfoote@swinerton.com 308 SW Second Avenue,Suite 210 Ill. OREGON ENERGY EFFICIENT SPECIALTY CODE 3. IN BUILD EQUIPPED WITH AN EXISTING VISUAL Portland,Oregon 97204 1. EXTERIOR ENVELOPE: NO CHANGE TO EXISTING STROBE SYSTEM:PROVIDE CODE MINIMUM Telephone(503}224-6888 ENVELOPE. IF EXISTING EXTERIOR WALLS, CEILING CORRECT! XISR C IONSAD SQUIRED. !FA SYSTEM DOES NOT OR ROOF CAVITIES BECOME EXPOSED DURING THE NOT ALTERATION, THEN CAVITIES ARE TO BE INSPECTED 4. PROVIDE EMERGENCY EGRESS LIGHTING FOR THE FOR THERMAL INSULATION. EGRESS PATH IN ALL PUBLIC AND TENANT SPACES. 2. INTERIOR LIGHTING MINIMUM INTENSITY SHALL NOT BE LESS THAN 1 DRAWING INDEX 3. EXTERIOR LIGHTING: NO CHANGE TOE EXISTING FOOTCANDLE AT FLOOR LEVEL ALONG THE ENTIRE EXTERIOR LIGHTING. LENGTH OF THE PATH. CONNECT TO BUILDING SHEET NAME 4. MECHANICAL: NO CHANGE TO EXISTING MECHANICAL ELECTRICAL SYSTEM. SYSTEMS. A001 COVER SHEET 5. ACCORDING TO SECTION 101.4, DURING A BUILDING 5. PROVIDE EXIT SIGNAGE. EXIT SIGNAGE SHALL BE A1001 GENERAL NOTES&STANDARD MOUNTING HEIGHTS CONNECTED TO BUILDING POWER SUPPLY WITH A101 SUSPENDED CEILING AND LIGHT INSTALLATION GUIDE ALTERATION, RENOVATION OR REPAIR,ALL EXISTING BATTERYBACK UP FOR MIN 1-1/2L HOUR DURATION. A201a FIRST FLOOR DEMOLITION PLAN UNALTERED PORTIONS OF THE BUILDING AND PROJECT NUMBER: 216022 BUILDING SYSTEMS SHALL REMAIN UNCHANGED AND 6. PROVIDE CODE MINIMUM FIRE AARM CONNECTIONS A201b SECOND FLOOR DEMOLITION PLAN IN COMPLIANCE WITH WITH OEESC. AS REQUIRED. A202a FIRST FLOOR FLOOR PLAN Consumer Cellular A202b SECOND FLOOR FLOOR PLAN A203a FIRST FLOOR REFLECTED CEILING PLAN A203b SECOND FLOOR REFLECTED CEILING PLAN ACCESSIBLE PARKING (PER TABLE 1106.1) '�f A301 ELEVATIONS&ENLARGED PLANS TOTALA302 Building B ELEVATIONS&ENLARGED PLANS MINIMUM NUMBER OF NUMBER OF VAN "WHEELCHAIR USER A303 DETAILS A401 DOOR&WINDOW SCHEDULE PARKING IN ACCESSIBLE SPACES ACCSESlBLEO SPACES ONLY"SPACES 12259 S W 69th Ave. LOT DEFERRED SUBMITTALS - DESIGN BUILD GENERAL NOTES 116 REQUIRED 4 1 _ Tigard, OR 97223 ELECTRICAL SYSTEMS LOW VOLTAGE SYSTEMS THE SITE PLAN AND SUITE LOCATION PLAN ARE FOR REFERENCE ONLY. SEE ALL OTHER PLAN SHEETS FOR PROPOSED 6 3 -- CONTRACT DOCUMENT INFORMATION. THE PROJECT SUMMARY IDENTIFIES SOME SPECIFIC OSSC *VERIFY EXISTING ADA SIGNAGE IS CURRENT. SEE 3/A001 MECHANICAL SYSTEMS SPRINKLER SYSTEMS REQUIREMENTS BUT IS NOT INTENDED TO LIST ALL OSSC REQUIREMENTS. PLUMBING SYSTEMS EGRESS LIGHTING FIRE ALARM SYSTEMS 1 RESERVED BUILDING B BUILDING C PARKING ALUM SIGN(R7-8) _ CITY DF TIGARD . DE OMPLIANCE • REVIEWED AOR CO C r ,11 • , .,•< r dz PP LY Date: 41 (Bic.(=3 ,cam'` �., ; ALUMS N mF IG (R7-8P), .r .� T Cies-� � � „it ,\,,,, , ,,: <� so ;;� WHERE APPLICABLE O , p ,] lG- , � Po�U n , 101.31 u�3�3 h .,7.Ft:£_, .�i.•v_�.II� .::: .<:: :�2 .., • „ l . . ». .;;\ .,; ,x„zaa''�'', d • ICJ f'��.�. ,� Address. .:; � , ,»;» ,� VAN W , �. 'pep x �� Suite •r; .tom; �� a �< �; ::� + -,)cel, , �y' ACCESSIBLE -.�. . > � 2 DIA.125 GALV �,; ="» H O STEEL TUBE POST GONC7ALUM SIGN(OR7 ii i, �� O WI TOP CAP 3s A�. ,;. ,t U FOOTING g WHERE APPLICABLE SHEET TITLE: —rn Z 114 MIN SLOPE nnFFICE COPY :"- w --1 l rY �� z . Baa JOINT Cover Sheet � • z SITE PAVING x > WHEELCHAIR r _ - FILLER OR GRADE in USER ONLY .:.vb \x\ �, f 2 , , ZN • ... -. ... ..:. , +'a ,cl ` �— — , yi F�f - 3 /..-.,— *.......... ..,,,.. , ••,,,,,,,- .. .,,,z,,,,,,,,t...rie.„. it . , lkt ...1.,,.........„:„ .- o, 1,e -/ fI II i ; z t .3r...4 l� :th » t n �' DRAWN BY: ,INF U " DATE ISSUED: 03.25.16 : ., -A4---*v.,„.„,,-.e.4. .. :::: i...e. .1g,.V 5 .. 0 , -.tz.,41 t, .".... t....bg,.--.-A.,*. 1,,,,1 44:...... ‘,.....,......z...:.. ...,-..,r.,.,..t, ' .... , ;,:..,' ,a,...:,,...,.;-4.:r41.:164..i4. L.,.. .:.,:lmz.. ............• `.''''1"' , • *etc,':%,\KA”74*^',';':'4',---; t ,4+4 AliFt$4,1,4..-4,;' Qiiikti.,, P''.'‘ ‘ ''imite,. ..n: ',,Ai• •4.,_,Alk,,_„."At , ,L'', ';‘, ,Wikit,,', ' A , -,,,4061,'4-*4,--‘,,,t.,;":,< Atk.L -,'- " •' 1:". t-ti,,„,,t", ,if,,, *V11‘,., - * ,EN5.i.,.\---lk ‘,la\ ,,,NAW ' ', 4N, .!v•ritri.-'WC:0 . '';'tN ,: *',,k=1114,4* ' 'v'w" '`:•"" -4-''''.-N'''''''' : NOTE:USE LOCAL JURISDICTION STANDARD ACCESSIBLE SIGN - REQUIREMENTS FOR NUMBER OF SIGNS, SIZE, SIGN'S CONTEXT&DESIGN. .---;:-.1 A-:!:it 0..0 'A . ' ''' "' A7,- ...- . - .17. , ......., ...,. ONLY USE SIGN DETAILS WHEN STANDARD SIGNS ARE NOT AVAILABLE, OR A001 NOT REQUIRED 7. VICINITY MAPCB Z 2. SITE PLAN (.1.11 Z 3. ACCESSIBLE PARKING SIGN POST SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE; 1"= 1'-0" CITY OF TIGARD SHEET: Approved by Planning LRSAmhrfeds,lnc.(�20l6 Date: 4 / f ; 116 Initials: VII PERM- T SET 03.25. 16 _ __ __ COMMON PATH TRAVEL DISTANCE FROM MOST �� REMOTE POINT BEFORE TWO WAYS PROVIDED LEGEND (SEE EGRESS PLAN BELOW) LT:5 I� I �I 100'MAX.(SPRINKLERS PROVIDED)PER TABLE 1014.3; r.,j,„,..„...,„,....,.,,,,,,..,,,,,,,...-i _,. ��I I . r m�� ur�Id��d�mmitaid�iei7�� ACTUAL DISTANCE=126'-11" AREA OF WORK Kg .= I — 44"MIN. ARCHITECTS IIi i ,. o� I =;�. a 1 'II - - - EXIT EGRESS PATH ��a _ + \ \ I _ I = I �a = Ly �� i �� B OCCUPANCY GROUP 720 NW Davis 503.221.1 121 1M I 1 \ 'I� a i 'S a a of a a I X ROOM OCCUPANT LOAD PER SECTION 1004 Suite 300 503 221.2077 D lam NII.. — 1 - —NIT FLFFtr47FkrFrr4 �111N� LIPortland OR 97209 www.Irsarchitects.cam �; (67) I_ BREAK ROOM-PER THE IOBC HANDBOOK- (XX) ACCUMULATIVE OCCUPANT LOAD ®E �` \ E 126'-11" . ►.• I( AREA INTERPRETATION.A SEPARATE APPLYING FOR THE US USE �, E li UO UNOCCUPIED SPACE 09 ItPeC) i .�.� OCCUPANT LOAD IS NOT REQUIRED FOR THIS ' r \ I ,�� • 1111111111ROOM AS EMPLOYEES OCCUPY OTHER AREAS _6tS, $ I // ACCESSORY USE WITH NO SEPARATION REQUIRED (67) �' \ I (67) On I OF THE BUILDING. AU AND CALCULATED AS PART OF MAJOR USE FOR 7 ,11e 2 _ �I_ AREA IF NECESSARY USES OCCUPIES UNDER 10% I. �1� N o o I " — _ .' l— JI OF MAJOR OCCUPANCY CLASSIFICATION AREA PERozbir ,4013), M 117 2 i 0C U'A C �'`, E I I FLOOR PER 508.2 ' '' IIrill e� �e .es �e N!e N e� ' I Plr �e .edl Nin IT IX El IN WI Ili El 17 b"-'--- - z o 0 d b b �1 b II 6�► WHEREI OCCURSATIALLEE DIRECTIONAL 100'IN , �� a Mall a CORRIDORS,AND/N SPACES WHERE 2 MODES OF o EGRESS ARE REQUIRED PER SECTION 1011. (REFER ' ill e7II 11 �' id ```- �� II MINIMUM DISTANCE ALLOWED BETWEEN EXITS TO ELECTRICAL DRAWINGS FOR MORE " 41t) OF 0# m _•�- ' 7-70 CET e� - ~` rete -fie PER SECTION 1015.2.1 EXCEPT.2(SPRINKLERS INFORMATION). POCHE INDICATES EXIT TEXT SIDE ' S I II PROVIDED): OF SIGN. SIGNS SHOWN IN CORRIDORS ARE II •) `' ,,) .,) C•a I o a _ _I Logilli ALLOWED DISTANCE: 252'-0"(DIAGONAL CEILING HUNG. SIGNS SHOWN ON WALL ARE WALL �O d��a oll��o p� ( ` _ IO\� d�ko � DISTANCE)/3=84'-0"MIN. " HUNG. re Imre em ye _ em . e ,� ETi e . re \ �m pe ACTUAL DISTANCE=117 2E REQUIRED EXIT e� �, .. SI CONSULTANT: III Z1 Is it _ �� 'llvimvo o � v � v as oQ a� DIS ani. LE 211111.1111111 Mg IS i1��e8Ina LI INFORMATION BUILDING 1 _ - BUILDING TYPE: TYPE VB 0 BUILDING OCCUPANCY:: B TOTAL BUILDING FLOOR RENTABLE AREA: +/-41,070 R.S.F. OCCUPANT LOADS PER SECTION 1004 FLOOR OCCUPANCY SQUARE FEET LOAD FACTOR OCC LOAD 1ST B 21,059 100 185 I. BUILDING B SECOND FLOOR LAYOUT 1ST A 2,580 15 172 SCALE: 1/16"- 1'-0" (I) Z 2ND B 20,011 100 200 TOTAL 41,010 - 557 CODE SUMMARY (SEE EGRESS PLAN BELOW) REQUIRED EXITS PER SECTION 1015 (89+69= 156) OCCUPANCY SPRINKLERED REQUIRED PROPOSED �c FIRST FLR B Y 3 4 e I G - SECOND FLR B Y 2 3 \ jr- \ a Q a - CO Iia o)� �' a ,� v Q a a I + al ®N ' a MINIMUM DISTANCE ALLOWED BETWEEN EXITS PER 1015.2.1 fii \ - De " . e o� �` di a b - e OCCUPANCY SPRINKLERED REQUIRED PROPOSED �, - I - - L _ Chesil Q v \ v o v o " FIRST FLR B Y 84'-0" 11741" ' Iia 'O(� � a of a� � 1 �� MALE \ Ma LI SECOND FLR B 84'-0" 1171-2" _ I _4_ ___, .__ . ....,_ "t _..._, v �,� —1 l EXIT ACCESS TRAVEL DISTANCE FROM MOST REMOTE POINT PER 1 mi _ OI es I..---- \ 1 i' I �� I COMMON PATH TRAVEL DISTANCE FROM MOST TABLE 1016.2 PROJECT NUMBER: 216022 ( ( \ I ( �I REMOTE POINT BEFORE TWO WAYS PROVIDED ,� D Lyle. �. 100'MAX. SPRINKLERS PROVIDED PER TABLE 1014.3' ( ( B a l �_ B �I ( " ) OCCUPANCY SPRINKLERED REQUIRED PROPOSED + _ \ -' - - El 0 o i— ACTUAL DISTANCE=128-8 (89+69=156) �— — — — — J i OCCUPANCY I ` wit L - - '- - :• FIRST FLR B Y 300'MAX 107'-4" ConsumerCellular i_i �Q e, I,-_ �. - — J - ]o (89+69-156) t-- MINIMUM DISTANCE ALLOWED BETWEEN EXITS SECOND FLR B Y110'40" Ai�v�f7 l�■e w w 300'MAX [1-\-r- pa u I / • • ® 6 — 1 0 0 • • • i L. �� APER SEECDTIONS 1015 4) 11 .2.1 2EXCEPT.2(SPRINKLERS I I 1 -�, 1 PROVIDED): �e mu I ' �'~ '�I ,_ �-r- DISTANCE)/ 3 84-0°MIN. 0"(DIAGONAL COMMON PATH TRAVEL DISTANCE FROM MOST REMOTE POINT Building B iI e L _$ ® � ( - ACTUAL DISTANCE=117'-11" BEFORE 2 WAYS PROVIDED PER TABLE 1014.3 12259 SW 69th Ave. H -. LA I PR/NKLERED REQUIRED PROPOSED I \ OCCUPANCY s Tigard, OR 97223 �n" r� ,1 '" • ~` \ _ FIRST FLR B Y 100'MAX 661-2" a 03 c =v== I SECOND FLR B Y 100'MAX 55'-3" 0 1100 1 a of c a A3 `~ \. ' ^--rte (89) -•— PLUMBING FIXTURE COUNT REQUIREMENTS (PER TABLE 2902.1) WATER CLOSETS LAVATORIES DRINKING 2. BUILDING B FIRST FLOOR LAYOUT OCCUPANCY FIXTURES FOUNTAINS MALE FEMALE MALE FEMALE SCALE: 1/16"- 1'-0" e REQUIRED 9 9 5 5 0 B PROPOSED 9 11 5 5 Z SHEET TITLE: Code Plans .. - DRAWN BY: JNF DATE ISSUED: 03.25.16 SHEET: A002 LRS Architects,tnc.0 2016 PERMIT SET 03.25. 16 GENERAL NATES 1.ns GENERAL 44. COORDINATE ITEMS REQUIRED FOR DEMOLITION NOT INDICATED ON DRAWINGS. 68. PROVIDE ILLUMINATED EXIT SIGNS AT REQUIRED EXIT DOORWAYS AND WHERE NECESSARY DOOR AND HARDWARE 45. COORDINATE ELECTRICAL REQUIREMENTS FOR MECHANICAL SYSTEM. TO INDICATE THE DIRECTION OF EGRESS WHEN THE EXIT SERVES AN OCCUPANT LOAD OF 1. THE GENERAL NOTES ARE INTENDED TO CONVEY DESIGN INTENT NOT OTHERWISE STATED IN 46. DESIGN-BUILD CONTRACTOR SHALL PREPARE A WRITTEN SCOPE OF HVAC WORK WITH BID. FIFTY OR MORE. ARCHITECTS THE DRAWINGS AND SPECIFICATIONS. THE PROJECT INTENT IS TO PROVIDE A COMPLETE 23. DOORS SHALL OPEN FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL THIS IS TO INCLUDE NEW EQUIPMENT, NUMBER OF ZONES, DESCRIPTION AND QUANTITY OF 69. PROVIDE ILLUMINATION AT EXITS WITH LIGHT HAVING THE INTENSITY OF NOT LESS THAN I WORKING TENANT OR BUILDING IMPROVEMENT. KNOWLEDGE OR EFFORT. CONTROLS AND THERMOSTATS, ETC. OWNER WILL REVIEW SCOPE OF WORK PROPOSED FOOT-CANDLE AT THE FLOOR LEVEL. PROVIDE EMERGENCY SYSTEM LIGHTING WHERE THE 720 NW Davis 503.221.1121 1!' 2. ALL WORK SHALL CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE(IBC), 2014 24. NEW DOOR HARDWARE SHALL MATCH EXISTING BUILDING STANDARD LEVER HANDLE WITH PRIOR TO ACCEPTANCE OF BID. EXISTING SYSTEM SERVES AN OCCUPANT LOAD OFA 100 OR MORE AS REQUIRED BY CODE. OREGON STRUCTURAL SPECIALTY CODE(OSSC), 2014 OREGON MECHANICAL SPECIALTY FINISH TO MATCH BUILDING STANDARD. FINISH OF HINGES AND CLOSERS TO MATCH. ALL 47. DESIGN-BUILD CONTRACTOR TO PROVIDE CERTIFICATION THAT OUTDOOR AIR MATCH EXISTING BUILDING STANDARD WHERE POSSIBLE FOR REQUIRED EMERGENCY Suite 300 503 221.2077 ri CODE(OMSC), 2014 OREGON FIRE CODE, 2014 OREGON ENERGY EFFICIENCY SPECIALTY HARDWARE SHALL BE ADA ACCESSIBLE. REQUIREMENTS OF CURRENT CODES WILL BE MET FOR EACH OCCUPANCY USE WITHIN THE SYSTEMS AND INSTALL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT CODE(OEESC), 2014 OREGON PLUMBING SPECIALTY CODE(OPSC), 2014 OREGON ELECTRICAL 25. CONTRACTOR SHALL VERIFY COMPATIBILITY OF HARDWARE SPECIFIED WITH BUILDING TENANT IMPROVEMENT AREA. NATIONAL ELECTRICAL CODE Portland OR 97209 www.lrsarchitects.com SPECIALTY CODE(OESC)AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING KEYING SYSTEM. 48. INTERIOR AND PERIMETER OFFICES SHALL NEVER BE ON THE SAME ZONE CONFERENCE 70. PROVIDE VISUAL AND AUDIBLE ALARM SIGNAL APPLIANCES INTEGRATED INTO THE BUILDING AUTHORITIES. 26. PROVIDE NEW DOORS MATCHING EXISTING DOORS'VENEER SLICING PATTERN AND GRAIN ROOMS AND LUNCHROOMS CAPABLE OF SEATING(6)OR MORE SHALL ALWAYS BE ON THEIR ALARM SYSTEM AS REQUIRED BY ADA AND CURRENT OSSSC STANDARDS. PROVIDE 3. CAREFULLY EXAMINE THE PROJECT SITE AND CONSTRUCTION DOCUMENTS. VERIFY ALL DENSITY,AND FINISH. OWN ZONE ADDITIONAL ELECTRICAL SERVICE AS REQUIRED. COORDINATE REQUIREMENTS WITH DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND REPORT ANY DISCREPANCIES 27. PROVIDE CLOSERS ON ALL TENANT ENTRY OR EXIT DOORS TO MATCH EXISTING BUILDING 49. DESIGN-BUILD CONTRACTOR SHALL VERIFY THE SUITABILITY AND CONDITION OF SCHEDULED BUILDING OWNER. ALARM LOCATIONS INDICATED ON PLANS ARE ONLY FOR REFERENCE. TO THE ARCHITECT. STANDARD FINISH AND TYPE EQUIPMENT TO BE RE-USED OR RELOCATED. DETERMINE ITEMS THAT NEED TO BE 71. PROVIDE SHOP DRAWINGS FOR ALARM SYSTEM LAYOUT AS REQUIRED BY CODE. 401) 4440. 4. OBTAIN AND PAY FOR ALL PERMITS AND FEES TO COMPLETE THE WORK. OBTAIN AND PAY 28. PROVIDE DOOR OPENINGS IN RATED WALLS COMPLYING WITH REQUIRED SMOKE CONTROL REPAIRED OR REPLACED. PRICE THESE ITEMS SEPARATELY AND AS EXCEPTIONS/ 72. VERIFY SERVICEABILITY AND REUSABILITY OF EXISTING ELECTRICAL EQUIPMENT,AND FOR ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS. ASSEMBLY AND INDICATED FIRE PROTECTION RATING OF NO LESS THAN 20 MINUTES. CLARIFICATIONS IN BID. REPAIR OR REPLACE AS NECESSARY. cy IrlArti 5. THE CONTRACTOR SHALL PROVIDE AND PAY FOR DUMPSTER AND TELEPHONE WHERE EXISTING DOOR OPENINGS DO NOT COMPLY WITH PRESENT BUILDING CODE 50. AUTOMATIC SPRINKLER SYSTEM SUPERVISION: ALL VALVES, INCLUDING THOSE IN PITS, 73. VERIFY THE CAPACITY AND REUSABILITY OF EXISTING ELECTRICAL PANELS TO MEET KMIEC CI 6. COORDINATE ARCHITECTURAL WORK WITH MECHANICAL AND ELECTRICAL DESIGN BUILD REQUIREMENTS, PROVIDE NEW DOORS, FRAMES AND HARDWARE THAT COMPLY. SHALL BE MONITORED BY UL LISTED FIRE MARSHAL-APPROVED CENTRAL STATION. WATER PROJECT REQUIREMENTS. rin j WORK AND SUBMIT ALL DESIGN BUILD PLANS TO ARCHITECT FOR REVIEW PRIOR TO 29. ADJUST THE RESISTIVE FORCE OF ALL NEW AND EXISTING INTERIOR DOOR CLOSERS IN THE FLOW AND HIGH/LOW PRESSURE FOR DRY PIPE SYSTEMS IF USED)SHALL BE SUPERVISED, 74. TERMINATE ALL CONDUITS/N STANDARD DUPLEX BOXES, UNLESS OTHERWISE INDICATED. CONSTRUCTION. LB COMPLY WITH ADA REQUIREMENTS. WELLASOTHER FEATURES DEEMEDNECESSARY BY CURRENT NATIONAL FIRE EXISTING ST TION PROJECT AREA TO A MAXIMUM PRESSURE OF 5 S. TO CO L Q AS AT S O 75. KNOWN (E)ELECTRICAL AND PHONE/DATA OUTLETS HAVE BEEN INDICATED ON THE ��er� • 7. DIMENSIONS TAKE PRECEDENCE OVER SCALE DIMENSIONS ARE TYPICALLY TO FACE OF PROTECTION ASSOCIATION STANDARDS. DRAWING. ADDITIONAL EXISTING OUTLETS MAY EXIST AND SHOULD BE VERIFIED BY ' FINISH UNLESS OTHERWISE NOTED. FINISHES 51. PREPARE SPRINKLER SYSTEM SHOP DRAWINGS FOR COORDINATION WITH ARCHITECTS CONTRACTOR. 8. KEEP PROJECT AREA OF WORK FREE OF GARBAGE AND DEBRIS ONA DAILY BASIS. DRAWINGS BY ARCHITECT. 76. VERIFY WITH TENANT OR OWNER LOCATIONS OF ELECTRICAL AND VOICE/DATA OUTLETS FOR O F Mtv- 9. DO NOT DISTURB ADJACENT TENANTS BY NOISY CONSTRUCTION(i.e.,JACK HAMMERING OR 30. REPAIR/REFINISH ANY DAMAGE TO EXISTING FINISH SURFACES IN IMPROVEMENT AREA 52. PAY ALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES SYSTEMS FURNITURE PRIOR TO INSTALLATION. "' CORE DRILLING), OR ODORS(Le., PAINTING OR ADHESIVE FROM FLOOR OR WALL CAUSED BY CONSTRUCTION OPERATIONS. NECESSARY TO COMPLETE THE WORK. 77. SMOKE DETECTION DEVICES INDICATED ON THE DRAWINGS ARE FOR REFERENCE ONLY. COVERINGS), SCHEDULE SUCH ACTIVITIES FOR AFTER NORMAL BUSINESS HOURS. 31. PAINT EXISTING WALLS WITH 2 COATS OF EGGSHELL FINISH PAINT UNLESS OTHERWISE 53. PROVIDE FIRE DAMPERS AS REQUIRED BY CURRENT OSSSC STANDARDS FOR NEW CONFIRM SPACING OF DETECTORS WITH DEVICE LISTING. COORDINATE SUCH ACTIVITIES WITH BUILDING OWNER. NOTED. SUBMIT COLOR DRAW-DOWNS TO ARCHITECT AND OWNER FOR APPROVAL PRIOR TO CONFIGURATION OF FIRE-RATED PARTITIONS. 78. CLEAN AND REPAIR EXISTING SMOKE DETECTORS TO BE REUSED TO GOOD WORKING 10. STORAGE OUTSIDE OF BUILDING IS NOT ALLOWED WITHOUT AUTHORIZATION BY BUILDING APPLICATION. 54. BALANCE DESIGN-BUILD HVAC SYSTEM TO TENANT AND BUILDING OWNERS SATISFACTION. CONDITION. OWNER. 32. WHERE ALL NEW PARTITIONS ABUT, JOIN OR CONNECT TO EXISTING SURFACES, WALLS, OR TOUR EXISTING CONDITIONS AND CONTACT OWNER FOR QUESTIONS PRIOR TO BID. 79. CLEAN NEW, EXISTING,AND RELOCATED LIGHT FIXTURES IN PROJECT AREA, OR IN AREAS 11. OWNER SHALL NOT BE RESPONSIBLE FOR TOOLS OR MATERIAL GOODS STOLEN OR NEW CONSTRUCTION, THE FINISHED SURFACE SHALL BE ALIGNED FLUSH. 55. INSTALL TEMPORARY FILTERS ON HVAC VAV BOXES AFFECTED BY WORK OF PROJECT PRIOR AFFECTED BY WORK OF THIS PROJECT,AT COMPLETION OF JOB. RELAMPAND REPLACE CONSULTANT: DAMAGED ON SITE 33. ALL NEW WALLS AND PARTITIONS SHALL HAVE TAPED JOINTS(3)COATS SANDED AND PRIMED TO CONSTRUCTION. REMOVE FILTERS AT COMPLETION OF THE PROJECT. BALLAST IN LIGHT FIXTURES AS REQUIRED TO RESTORE TO WORKING ORDER. . 12. CONTACT OWNER'S REPRESENTATIVE TO COORDINATE SCHEDULED ITEMS TO BE SALVAGED TO MEET PAINT READY REQUIREMENTS. 56. COORDINATE ZONE CONTROL OF EXISTING HVAC SYSTEM AT IMPROVEMENT AREA. 80. CLEAN AND REPAIR EXISTING EXIT SIGNS TO BE REUSED. REPLACE BATTERY AND/OR FOR RETURN. 34. EXISTING WALLS AND SURFACES SHALL BE STRIPPED, RESURFACED,AND PATCHED AS SEPARATE AND REROUTE EXISTING DUCTWORK AND CONTROLS REQUIRED TO PROVIDE BALLAST IF NOT IN GOOD WORKING CONDITION. 13. UPON COMPLETION OF WORK, BE RESPONSIBLE FOR RETURN TO OWNER OF ALL MASTER REQUIRED. INDEPENDENT OPERATION BY TENANTS ON EACH SIDE OFA DEMISING WALL. 81. COORDINATE TELECOMMUNICATIONS AND MODIFICATION TO BUILDING ALARM SYSTEM KEY ORIGINALS OR CARD ACCESS DEVICES. 35. DISPOSE OF ALL PAINT MATERIALS OFF SITE DO NOT POUR DOWN DRAINS,CATCH BASINS, 57. CLEAN ALL NEW AND EXISTING HVAC GRILLS AND DIFFUSERS SCHEDULED TO REMAIN. ALL PROVIDED BY TENANT. VERIFY WITH TENANT LOCATION OF NEW OUTLETS PRIOR TO 14. WARRANTY ALL PARTS, LABOR, EQUIPMENT,AND MATERIAL PROVIDED UNDER THIS OR IN LANDSCAPING. DUCTWORK BEHIND GRILLS SHALL BEA UNIFORM DARK COLOR. INSTALLATION. CONTRACT OFA PERIOD OF ONE YEAR, UPON FINAL COMPLETION OF CONTRACT. 36. PROVIDE FULL GALLON OF EACH WALL COLOR WITH LABELS IN TENANT CLOSET OR UNDER 58, DESIGN-BUILD CONTRACTOR AT COMPLETION SHALL PREPARE AND SUBMIT AN AIR 82. REMOVE ALL UNUSED OR ABANDONED ELECTRICAL WIRING,EQUIPMENT,AND PHONE AND 15. SUBMIT SUBSTITUTION REQUESTS ON CSI FORM TO ARCHITECT FOR APPROVAL. SINK, LABEL ALL LEFT OVER PAINT,AND DELIVER TO OWNER WHERE DIRECTED. BALANCING REPORT TO THE OWNER. DATA CABLING. CONFIRM WITH OWNER PRIOR TO REMOVAL.ALL WIRING AND CABLING TO ARCHITECT'S DECISION IS FINAL WHETHER A PROPOSED PRODUCT IS ACCEPTABLE FOR 37. TAPE AND SAND EXPOSED GYPSUM BOARD FOR A FLAT, SMOOTH SURFACE FINISH TO MATCH 59. HVAC CONTRACTOR TO PROVIDE 100%FRESH AIR SUPPLIED TO ENTIRE TENANT SPACE REMAIN SHALL BE SUSPENDED FROM STRUCTURE AS REQUIRED BY CURRENT CODE SUBSTITUTION. EXISTING ADJACENT SURFACES IN BUILDING, UNLESS OTHERWISE INDICATED. THREE CALENDAR DAYS PRIOR TO THE FIRST DAY AFTER SUBSTANTIAL COMPLETION. 16. APPLICATION OF MATERIALS TO SURFACES EXISTING OR PROVIDED UNDER THIS CONTRACT 38. PROVIDE FINISH MATERIALS MATCHING ESTABLISHED BUILDING STANDARD QUALITY, UNLESS PROVIDE 100%FRESH AIR WITHOUT MAKING OTHER TENANTS UNCOMFORTABLE SCHEDULING OF FIRE SPRINKLER AND ALARM SYSTEMS IMPLIES ACCEPTANCE AND SUITABILITY OF EXISTING CONDITIONS. OTHERWISE INDICATED. PROVIDE COLORS APPROVED BY OWNER AND ARCHITECT. 17. ALL WORK INDICATED ON DRAWINGS SHOULD BE CONSIDERED NEW UNLESS IDENTIFIED AS 39. CONTRACTOR TO FILL AND PATCH EXISTING CONCRETE SLABS AND SHALL PROVIDE SMOOTH ELECTRICAL-DESIGN BUILD 83. CONTACT OWNER'S REPRESENTATIVE FOR INSTRUCTIONS WHEN SCHEDULING WORK ON EXISTING TO REMAIN OR TO BE REUSED. UNIFORM SURFACE PRIOR TO NEW FLOOR COVERINGS TO BE INSTALLED. FIRE SPRINKLER&ALARM SYSTEMS. 18. ALL MATERIALS AND PRODUCTS USED ON THE JOB SITE SHALL BE"ENVIRONMENTALLY SAFE", 60. ELECTRICAL SYSTEM AND REQUIREMENTS ARE DESIGN-BUILD. SUBMIT ELECTRICAL DESIGN LOW ODOR,AND NONFLAMMABLE. USE OF ANY PRODUCT NOT COMPLYING WITH THIS FURNISHINGS TO ARCHITECT FOR COORDINATION WITH ARCHITECT'S DRAWINGS PRIOR TO ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS CRITERIA MUST BE APPROVED BY THE BUILDING OWNER. CONSTRUCTION. 19. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE OR CLEANING THROUGHOUT 40. INSTALL BUILDING STANDARD WINDOWCOVERINGS AT ALL PERIMETER WINDOWS IN 61. IF AN OVERRIDE SYSTEM EXISTS,PROVIDE EACH TENANT SPACE WITH AN OVERRIDE SWITCH 84. ALL DIMENSIONS INDICATED ON THIS SHEET ARE CLEAR MINIMUM TO FACE OF FINISH. STRUCTURE DEEMED TO BE A RESULT OF HIS/HER WORK. THOROUGHLY CLEAN PREMISES IMPROVEMENT AREA UNLESS OTHERWISE NOTED. DO NOT PROVIDE NEW IF ALREADY FOR FULL-SERVICE BUILDINGS. DIMENSIONS TO TOILET ROOM ACCESSORIES ARE TO THE CENTER LINE AS NOTED OR TO THE UPON COMPLETION OF WORK, INCLUDING WASHING OF WINDOWS, SO THAT BUILDING IS EXISTING. REPAIR AND/OR REPLACE ANY DAMAGED WINDOWCOVERINGS TO MATCH 62. PAY ALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES HIGHEST PORTION OF THE OPENING OR OPERATING DEVICE. READY FOR OCCUPANCY BY TENANT. INCLUDE CLEANING OF ADJACENT AREAS WITHIN AND EXISTING. NECESSARY TO COMPLETE WORK. AROUND THE BUILDING THAT ARE NOT PART OF TENANT IMPROVEMENTS, BUT WERE 41. FURNITURE INDICATED ON PLANS IS FOR REFERENCE ONLY AND SHALL BE CONSIDERED NOT 63. COORDINATE ITEMS REQUIRED FOR DEMOLITION NOT INDICATED ON DRAWINGS. 85. ALL ITEMS INDICATED BELOW MAY NOT OCCUR ON THIS PROJECT. SEE PROJECT PLANS AND AFFECTED BY TENANT IMPROVEMENT CONSTRUCTION OPERATIONS. IN CONTRACT. 64. COORDINATE ELECTRICAL REQUIREMENTS FOR MECHANICAL SYSTEMS. ELEVATIONS FOR ITEMS THAT OCCUR. SEE ARCHITECTURAL PLANS FOR ACCESSIBILITY 20. CONTRACTOR TO PROVIDE MECHANICAL AND ELECTRICAL AS-BUILT DRAWINGS,ALL 65. DESIGN-BUILD CONTRACTOR SHALL PREPARE A WRITTEN SCOPE OF ELECTRICAL WORK TO AND/OR ADAPTABILITY CONFORMANCE IN THE HORIZONTAL PLAN LAYOUT. WARRANTIES AND OPERATING MANUALS TO BUILDING OWNER WITHIN TWO WEEKS OF BE PERFORMED TO THE OWNER WITH BID. COMPLETION OF WORK. CONTRACTOR ALSO IS TO PROVIDE FINAL CERTIFICATE OF MECHANICAL-DESIGN BUILD 66. ELECTRICAL LIGHTING ON DRAWINGS IS PROVIDED FOR REFERENCE ONLY AND IS INTENDED 86. CONFORMANCE TO FIXTURE MOUNTING HEIGHT REQUIREMENTS ARE APPLICABLE IN ANY OCCUPANCY. NO RETAINAGE SHALL BE RELEASED UNTIL OWNER HAS RECEIVED THESE TO SHOW FIXTURE TYPES AND LOCATIONS. ELECTRICAL DESIGN IS BY DESIGN-BUILD PUBLIC AREA OR EMPLOYEE AREA MORE THAN 1000 SF,AS THEY OCCUR PER PROJECT. ITEMS. 42. MECHANICAL SYSTEM AND REQUIREMENTS ARE DESIGN-BUILD. SUBMIT PLANS AND CONTRACTOR IN ACCORDANCE WITH EXISTING BUILDING STANDARDS. COMPLY WITH 21. WHENEVER REMODEL WORK REQUIRES THE TENANTS FURNITURE TO BE MOVED, MONIES SPECIFICATIONS TO ARCHITECT FOR COORDINATION WITH ARCHITECTS DRAWINGS, IN ENERGY CODE REQUIREMENTS AS REQUIRED BY CURRENT ENERGY CODES AND PROVIDE 87. VERIFY ACCESSORY SIZE WITH MANUFACTURER TO ENSURE CONFORMANCE WITH REQUIRED ARE TO BE INCLUDED FOR AN OFFICE FURNITURE MOVING COMPANY TO COMPLETE THIS ADDITION, CONTRACTOR SHALL PROVIDE WITH SUBMITTAL(2) COPIES OFA COLORED FLOOR ENERGY CALCULATIONS REQUIRED FOR WORK OF THIS PROJECT. MOUNTING HEIGHTS. WORK. PACKING AND UNPACKING ARTWORK,PERSONAL BELONGINGS,LOOSE ITEMS ON PLAN DESIGNATING WHICH AREAS ARE CONTROLLED BY EACH THERMOSTAT. MECHANICAL 67. SWITCHING FOR LIGHTING IS INDICATED IN THE DRAWING FOR REFERENCE ONLY AND IS DESK AND SHELVES,AS WELL AS ITEMS WITHIN DESKS AND FURNITURE, WILL BE COMPLETED DESIGN MUST BE APPROVED BY OWNER AND MECHANICAL ENGINEER IF EMPLOYED BY INTENDED TO ONLY SHOW SWITCH LOCATIONS. REQUIREMENTS FOR DUAL SWITCHING, 88. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS AS REQUIRED FOR PROPOSED AND BY THE TENANT. ARCHITECT PRIOR TO CONSTRUCTION. AUTOMATIC AREA SHUT OFF CONTROLS AND ALL OTHER CODE REQUIREMENTS SHALL BE THE FUTURE ACCESSORIES AND GRAB BAR MOUNTING FIXTURES. BLOCKING IS REQUIRED FROM 22. ALL DEMOLITION WORK TO CONFORM TO CURRENT OSHA STANDARDS. PROVIDE ADEQUATE 43. PAY ALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES RESPONSIBILITY OF THE DESIGN-BUILD CONTRACTOR. PROVIDE A MINIMUM OF ONE SWITCH STUD SPACE TO BACK OF SURFACE OF ALL FIXTURES INCLUDING BUT NOT LIMITED TO BRACING ON EXISTING CEILING FRAMING SYSTEM PRIOR TO DEMOLITION. NECESSARY TO COMPLETE WORK. PER ROOM, UNLESS OTHERWISE INDICATED. TUB/SHOWER ENCLOSURES. 89. FLOOR DRAINS: ACCESSIBLE FIXTURES REQUIRE A CLEAR FLOOR SPACE CONTIGUOUS OR OVERLAPPING THE ACCESSIBLE ROUTE. FLOOR DRAINS SHOULD NOT BE PLACED IN THIS PROJECT NUMBER: 216022 CLEAR FLOOR SPACE EXCEPTION: DRAINS MAY RESIDE IN CLEAR FLOOR SPACE PROVIDED DRAIN HOLES DO NOT EXCEED 1/2"DIA. MAX.;FLOOR SLOPE DOES NOT EXCEED 2%IN ANY DIRECTION;AND THE ELEVATION CHANGE AT THE DRAIN LIP DOES NOT EXCEED 1/8". Consumer Cellular TOWEL DISPENSER AND END OF GENERAL NOTES / WASTE RECEPTACLE HAND DRYER T/ EXIT SIGN COAT&UTILITY q SOAP " TYPICAL DOOR - q HOOK DISPENSER 3-4 1-2 Building B OPENING / ,r TO RAISED 36"MAX 12259 SW 69th Ave" CHARACTERS 4"MIN - ACCESSORY ZONE Tigard, OR 97223 • C --s, 0 o • N -e i____ ''s i N `- , A CARD U 20 1-oo °O x 2 z 2 z , T ..:1- COV COU READER `r O2 M I- v 00 v � Lir - 47 ia 4'-0" r • T • 42"MAX PlgPIMIIIIrllhl! O� - �'� _` >� * b - +�i TYPICAL AT DOOR TOILET-SURFACE MOUNT ripVW . -1• `. �� z TOILET ROOM MOUNTINGS ACCESSORY ZONE(SECTION 604.7) L! - v latHIMIIP119 `rPn '�'t • - - VISIBLE SYMBOLS,EACH FIRE ALARM SIGNAUSTROBE ANNUNCIATOR PANEL 111 111 10"MAX MIN.2112"HIGHOPERABLE THERMOSTAT EXISTING ELEVATOR 54"MAX FIRE EXTINGUISHER SIGN WALL MOUNTED FIRE EMERGENCY POWER 2'-6" Fig.308.2.1 Fig.308.3.1 C. MOUNTED PHONE MANUAL PULL RECESSED FIRE EXTINGUISHER OFF PUSH BUTTON CLEAR FLOOR SPACE CLEAR FLOOR SPACE UNOBSTRUCTED UNOBSTRUCTED 3'-4" 1'-2" ELECTRICAL OUTLET STATION .�O, TACTILE PARALLEL APPROACH FORWARD APPROACH FORWARD REACH SIDE REACH 36"MAX INTERCOM �' ELECTRICAL OUTLET TELEPHONE STATION ♦C3•I SIGNAGE AT CASEWORK OUTLET AND -�` TSE OF IP IP4"MAX 4"MIN ClHARACTER O�/� 0 , -mac t3� SWITCHES �,,,�, ACCESSORY ZONE -� o N�, 0. . -ce j ! Z C� • --2- C�• o rio_ F- l X ♦ ♦ % j F- tL F- Z O a Z w �• - z �zo I /��I!�i� ra��i��i� 11 w a x d 15 CO o 0 8 ro 8 X `� ��t1��`i .r •r�'�,��` ilI\fi`►i % o> I � o U o _0% iP7 nip ;:3 z ¢ z ih Z 0 v to m p 0O m "cZn `r t° SHEET TITLE: 20"MAX >20"-25" - MR ifl p w O Fig.308.2.2 « itila " w ♦ ♦ ♦ a `-s. ♦ ♦ • • • N • General Notes & 42"MAX OBSTRUCTED HIGH FORWARD REACH N 5'-O" Standard Mo un ting 10"MAX ;lo"-24" A TOILET-RECESSED MOUNT TYPICAL AT ELEVATOR MISCELLANEOUS WALL MOUNTINGS 0 OTHER FIXTURES ` • ;,, •, ACCESSORY ZONE(SECTION 604.7) ' LOWED IN THIS AR • 12"MIN 32"CLEAR AT w Heights p " q 24"MIN A ES I: U �. LIMITS OF PROTRUDING OBJECTS 31/2"MAX 12"MAX / 3 /- 36"GRAB BAR u_ >a5 EXCEPTIONS: FOR PARALLEL - REFLECTIVE SHELF AND 18"VERTICAL `� �,� co m 2 1. HANDRAILS MAY PROTRUDE 41/2-MAX, APPROACH SURFACE POLE / GRAB BAR 12"MIN 1 17"TO 25" w 1 L- {1 `r "g ilk VI 11 I 2. DOOR CLOSEST AND DOOR STOPS 15"MIN FOR 5"MAX 4 " B / / z ," S • H BE BE IN FORWARD I FOR FORWARD 2 GRA BAR �,, LAVATORY&LAV s z SHALL PERMITTED TO 78 M APPROACH APPROACH Ili o �� - 8"MIN o DRAWN BY: JNF Fig.308.3.2 ABOVE FLOOR NW _ _ ♦ i;, URINALU z 2 IN COUNTER SPOUT OUTLETC4j w z �� a c 3" \ SCREEN INSULATE EXPOSED ix I DATE ISSUED: 03.25.16 OBSTRUCTED HIGH SIDE REACH ICC/ANSI A117.1-2009 SECTION 308 REACH „ o `��V� ;, _ ;may//;, v " MO RIM HOT WATER ? � o RANGES(ALL DIMENSIONS ARE NOT TO SCALE) zL __ 0at g wiw i %iiiii ,- - \ TSUPPLY AND rir: Z , ¢ `r ,Q z F- �' En c,) 18"GRABIBAR URINAL DRAIN °' Nif N to 0 r PIPES TYP 6"M 11"MIN to so SIDE APPROACH m jt;I6-18"I_ 42"GRAB BAR 6"MAX` ill 11" IN 71 co DRINKING FOUNTAIN(SECTION 602) MIRRORS(SECTION 603.3) SHELVES(SECTION 603.4) WATER CLOSET(SECTION 604) FLUSH CONTROLS ON WATER CLOSET-PLAN URINALS(SECTION 605) LAVATORY AND SINKS(SECTION 606) OPEN SIDE OF WATER CLOSET (SECTION 604) 1. ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS (PER ICC/ANSI A117.1-2009) SCALE: NOT TO SCALE A100 SHEET: !RS Architects,Inc.0 2016 PERMIT SET 03.25;16 SUSPENDED CEILING PRESCRIPTIVE PROVISIONS FOR SEISMIC DESIGN CATEGORIES D, E & F Documentation is based on NWCB Technical Document 401.In all buildings,other than structures classified as Spreader Bars Mechanical Services essential facilities,suspended ceilings installed in accordance with the prescriptive provisions of the 401 document are See Detail 4/A101 1,..ns deemed to comply with the current building code interpretation. • Terminals or services weighing less than 20 lbs shall be positively attached to the ceiling suspension main • Terminal ends of main runners and cross members shall be tied together or have some other approved means nners. This document provides the IBC-2012 referenced standards for the installation of suspension systems for acoustical lay- to prevent their spreading. Stabilizer bars,cross tees or other means to prevent spreading shall occur within 8" runners isooro crosservirunners r that have the same carrying 56lb capacity shalls the main additionu P Y Y ▪ Terminals services weighing 20 lbs but not more than 56 lbs have,in to requirement above,two in ceilings. Incorporation of this document will provide a more uniform standard for installation and inspection.This of each wall. 12-gage wires connecting them to the ceiling system hangers or the structure above. ARCHITECTS document is designed to accomplish the intent of the International BuildingCode(IBC)with regard to the requirements • Spreader bars are not required at perimeters where runners are attached directly to closure angles. 9 P 9 q • Terminals or services weighing more than 56 lbs shall be supported directly from the structure above by for seismic design categories D,E&F for suspended ceilings and related items.Unless supported byengineering,the • Spreader bars are not required if a 90°intersecting cross or main is within 8"of the perimeter wall. g g' Where substantiatingdocumentation has beenprovided to the localjurisdiction,perimeter clips maybe used approved hangers. 720 NW Davis 503.221.1121 cffR suspension system shall be installed per these requirements and those of the referenced documents.Manufacturer's P recommendations should be followed where applicable. to satisfy the requirements for spreader bars. Sprinklers Suite 300 503 221.2077 General Recommendations Hanger(Suspension)Wires • For ceilings without rigid bracing,sprinkler head penetrations shall have a 2"oversized ring,sleeve or adapter y VERTICAL STRUT.SEE Portland OR 97209 www.lrsarchitects.com • References sources per hierarchy:2012 International Building Code(IBC),American Society of Civil Engineers See Detail 5/A101 "in TABLE 1. (ASCE 7-10 ,American Societyof TestingMaterials(ASTM C 635,ASTM C 636,ASTM E 580/E 580M ,and through the ceiling tile to allow free movement of at least 1 all horizontal directions. Flexible head design ) ) Hanger and perimeter wires must be plumb within 1 in 6 unless counter sloping wires are provided. that can accommodate 1"free movement shall be permitted as an alternate. Ceilings and Interior Systems Construction Association(CISCA). (Detail 5/A101) • Partitions that are tied to the ceiling and all partitions greater than 6 ft in height shall be laterally braced to the • Hanger wired shall be 12-gage and spaced 4 ft on center or 10-gage spaced 5 ft on center. structure. Bracing shall be independent of the ceiling splay bracing system. • Any connection device at the supporting construction shall be capable of carrying not less than 100 lbs. Glossary for this Documents (regional terminology may vary) 40) 40 • For further information on bracing of non-load bearing partitions refer to NWCB Technical Document#200-501. Powder Actuated Fasteners(PAFs)are an approved method of attachement for hanger wires. • All main beams ar to be Heavy Duty(HD). • Terminal ends of each main beam and cross tee must be supported within 8"of each wall with a perimeter wire CROSS TEES S. • Ceilings less than or equal to 144 sq ft and surrounded by walls connected to the structure above are exempt (see Details 2,3, 4 and 5IA101). The cross member that interlock with the main beams,also known as cross runners or cross T-bars. from the seismic design requirements. • Wires shall not attach to or bend around interfering material or equipment.A trapeze or equivalent device shall DIFFUSER v MICialit MUT t • These recommendations are intended for suspended ceilings and related components in areas that require be used where obstructions preclude direct suspension.Trapeze suspensions shall be sized to resist the dead A circular or rectangular metal grill used for the passage of air from a ducted system. 45°O- \ resistance to the effects of earthquake motions. load and lateral forces appropriate for the seismic category. ESSENTIAL SERVICE BUILDINGS LESS 45°OR • All wire ties to be three tight turns around itself within 3". 12-gage Hanger wire spaced 4 ft on center. Any building designed to be used by public agencies as a fire station,police station,emergency operations �} LESS (See Detail 1/A101). Electrical Fixtures center,State Patrol office,sheriff's office,or emergency communication dispatch center. ‘ • Changes in ceiling planes will require positive bracing. See Detail 8/A101 GRID X11 -�- �►� (4)12 GAGE SPLAYEDQV -It) Lateral Force BracingLightweighing 12-gage hangerThe main beams and cross tees of the suspension system. BRACE WIRES OF • fixtures wei hin less than 10 lbs shall have one 12- a e wire connected from the fixture to the ` _ A See Detail 1/A101 structure above.This wire may be slack. HANGER WIRE • Ceilings constructed of screw-or-nail-attached gypsum board on one level that are surrounded by and • Light fixtures weighing more than 10 lbs and less than 56 lbs shall have two 12-gage wires attached at 10 or 12-gage soft annealed wire used as primary support for the grid system. Also called suspension wires. 1t = LATERAL FORCE BRACING ` , '�`r' -/Ill connected to walls or soffits that are laterally braced to the structure above are exempt from seismic opposing corners of the light fixture to the structure above.These wires may be slack. s" 11,Wi.1 ll�design requirements. • Light fixtures weighing more than 56 lbs shall be supported directly from the structure above by approved The bracing concis used to prevent ceiling uplift or restrict latera!movement during a seismic event. Lateral . ` �tilit LESS • Ceiling areas of 1000 sq ft or less shall be exempt from lateral force bracing requirements. hangers. force bracing consists of vertical struts and splay wires.• • Pendant mounted fixtures shall be su orted from the structure above a 9-gage wire or an MAfN BEAM �`fr iotwi 4/ Lateral force bracing is the use of vertical struts(compression posts)and splay wires. directly Pp usingThe primary suspension member supported by hanger wires,also known as the main runner,carrying tee, (See Detail 1/A101). approved alternate support without using the ceiling suspensions system for direct support. carrying runner or mains. CONSULTANT: • Lateral Force Bracing shall be 12 ft on center(maximum)and begin no farther than 6 ft from walls. • Tandem fixtures may utilize common wires. MOLDING/CLOSURE ANGLE 3"MAX.TYP. • Seismic splay wires are to be(4)12-gage wires attached to the main beam.Wires are arrayed 90°from Ali ht gauge metal angle or channel fastened to tehperimeter wall orpartition to support the perimeter ends each other and at an angle not exceeding 45°from the plane of the ceiling. Seismic Separation Joints 9 9 9 g pP I. Seismic splay wires shall be attached to the grid and to the structure in such a manner that they can See Detail 9/A101 of an acoustical ceiling grid. a, • support a design load of not less than 200 lbs or the actual design load,with a safety factor of 2, PERIMETER CLIPS • For ceiling areas exceeding 2,500 sq ft,a seismic separation joint or full height wall partition that breaks the Proprietary angle bracket attached directly to the wall molding/closure angle which allows 3/4"movement in �' ' whichever is greater(Detail 7B IA101). ceilingshall beprovided unless analyses areperformed of the ceilings bracingsystem,closure angles and - �' Y 9 Y 9 the event of seismic activity and interlocks properly with ends of grid system. 1./.. 44 -c�� • Power Actuated Fasteners(PAF's),when used for seismic application as part of the prescriptive path in penetrations to provide sufficient clearance. PERIMETER WIRES SS Mqi Seismic Design Categories D, E&F,shall have an ICC-ES approval for seismic applications and shall • The layout and location of the seismic separationjoint shall beper the designer of record and noted on the " O Y P 9 Hanger wires placed within 8 of the surrounding walls. G�' 6 brequire"speical inspection"irrespective of the type of occupancy category the structure is in.PAF plans. If a seismic separation joint is required by the designer,the designer may use the generic joint detailed PLENUM F94,,, anchors for kicker wires(splayed wires installed for purposes other than seismic restraint)are exempt from in this document or a proprietary joint.The amount of free movement(gap design)shall be a minimum of 3/4". The space above a suspended ceiling. NOTES: this requirement. • In lieu of seismic separation joints,the ceiling may be divided into areas less than 2500 sq ft by the use or SLACK WIRE -RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. • Splay wires are to be within 2"of the connection of the vertical strut to the suspended ceiling. soffits as follows: partitions shall extend a minimum 6"above the level of the plane of the grid and shall be A 12-gage wire that is not tight or taut. -CEILING AREAS OF 1000 SQ FT OR LESS SHALL BE EXEMPT FROM LATERAL FORCE BRACING • Rigid bracing may be used in lieu of splay wires. independently braced to the structure above.Soffits shall extend to a point at least level with the bottom plane SPREADER or SPACER BAR REQUIREMENTS. • Ceilings with plenums less than 12"to structure are not required to have lateral force bracing. of the grid and shall be independently supported and laterally braced to the structure above. A bar with notches to prevent the suspension system from separating,also called a stabilizer bar. • Vertical struts must be positively attached to the suspension systems and the structure above. (See Detail 9BIA101). SPLAY WIRESLATERAL FORCE BRACING • The vertical strut may be EMT conduit, metal studs or a proprietary compression post,see Table 1 below: Wires installed at an angle rather than perpendicular to the grid. " TABLE 1: Maximum Recommended Lengths for Vertical Struts Wall MoldingsWires STRUTS SCALE: NOT TO SCALE See Details 4/A101 and 2/A101 (or alternate proprietary option-3I A101) EMT Conduit Metal Studs The rigid vertical member used in lateral force bracing of the suspension system. Also known as compression 1/2" EMT conduit up to 5'-10" Single 1 5/8"metal stud (20-gage) up to 12'-0" • Wall moldings(perimeted closure angles)are required to have a horizontal flange 2"wide.One end of the posts,seismic pods,seismic struts. Common materials are electrical conduit(EMT),metal studs or 3/4" EMT conduit up to 7'-8" Back-to-back 1 5/8"metal stud(20-gage) up to 15'-0" ceiling grid shall be attached to the wall molding,the other end shall have a 3/4"clearance from the wall and proprietary products. 1" EMT conduit up to 9'-9" Single 2 1/2"metal stud (20-gage) up to 13'-6" free to slide. Back-to-back 2 1/2"metal stud(25-gage) up to 15'-0" • Where substantiating documentation has been provided to the local jurisdiction,perimeter clips may be used 12'-0"OC EA WAY MAX to satisfy the requirements for the 2"closure angle. SEPARATE SUPPORT PIPES, • The grid shall be attached at two adjacent walls(pop rivets or approved method).Soffits extending to a point at 6'-0"MAX #12 WIRE @ 4'-0"OC #12 WIRE @ 4'-0110C CONDUITS ETC,SECURE ALL WALL MOLDING least level with the bottom plane of the grid and independently supported and laterally braced to the structure / / HANGERS TO BUILDING above are deemed to be equivalent to walls. OR#10 WIRE @ 5'-0"OC OR#10 WIRE @ 5'-0"OC STRUCTURE.TRAPEZE VERT STRUT AROUND DUCTS AND OTHER LARGE DESTRUCTIONS. 8"MAX SECURE ALL RECESSED UILDING STRUCTURE SURFACE MOUNTED FIXTURES TO $ MAXMei GRID&STRUC AS REQD.LAY IN -- / O FIXTURE WIRES MAY BE SLACK. --------: 8"MAX / 90.00° WALL °. ` �r WALL "41-*\ 02WALL MOLDING \ . ill. D% % ` I a4' •# CS '9 ,pI . i I i l `� NY' ilt 4 �' 3/4"MIN @ �� /� I PROJECT NUMBER: 216022 • 8"MAX si c?, .- '04, ! -UNATTACHED- 1 •/I' 0` 1,, / � � WALLS ` 42SECURE ALL HANGERS TO '°4, LATERAL BRACING @ 12'4'OC EA BUILDING STRUCTURE. Consumer Cellular 4'°/ ,_ t° WAY, MAIN RUNNER TO STRUCTURE. ° . TRAPEZE AROUND DUCTS AND ~ ° / SCREW BEGIN BRACING WITHIN 6'-0"OF OTHER LARGE OBSTRUCTIONS ATTACH ONE SIDE OF GRID r ° ° PERIMETER AND 2"FROM CROSS TI .,/' ° J -/--/- MEMBER WHERE REQD COUNTERSLOPE HANGERS o (SEE UNATTACHED DETAIL) � ©- ° IF MORE THAN 1:6 OUT OF/� ADDITIONAL HANGERS AT ALL BuildingB @ *W •' % ° Q % MEMBERS WITHIN 8"OF PERIMETER WITH PLUMB U � SPREADER BAR SUPPORT WIRE @ 1:6 SLOPE 12259 SW 69th Ave. �" , (11 ....%.% PROPRIETARY CLIP. ° r/ � � :-.:-_,..,,..--. 7---------.-..------- OR OTHER SUITABLE / ` INSTALL PER MFR(MUST - ° 0 it .0 � SYSTEM REQUIRED TO SPREADER BAR REQD AT UNATTACHED SIDE Tigard, OR 97223 ,.).3.\\\* '' 4BE APPROVED BY AHJ). ° �• KEEP PERIMETER 'Zi t ,0 ° ` COMPONENTS FROM 2"CLOSURE ANGLE til ' Y ° ° 0 2 ' •o` SPREADING APART .0 ` 4 NOTES: ` • 4 r -RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. a -CEILING AREAS OF 1000 SQ FT OR LESS SHALL BE EXEMPT FROM LATERAL FORCE BRACING REQUIREMENTS. 2. A TTA CHED WALL MOLDING 3. A TTA CHED WALL MOLDING AL TERNA TE 4. UNA TTA CHED WALL MOLDING 5. LATERAL FORCE BRACING - ASSEMBLY SECTION SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE 5/8"MAX HANGER WIRES SEISMIC SEPARATION JOINT PER MFR i LAY N IFIXTURE WIRESTYPICAL CONNECTION MAY BE DEVICE CAPABLE OF io CARRYING 100 LBS OR j 2 Ii MORE 0 c o 0 co 0 0o oc9 o c a o c > 0 0 ,. U 0 0 2 r � o d 0 0 o 0 0 c` o o r o � A101 r / �l BUILDING STRUCTURE � FLANGE ATTACHED / / 3/4"MIN POP RIVET 4 A101 CEILING CLIP SUSPENDED >< >< ..... CEILING GRID A. FOR CEILING AREAS EXCEEDING 2,500 SQ FT SHEET TITLE: 3 ' "V 3 TURNS ;`� Suspended Ceiling A101 0 ¢ '" \ 0 VERTICAL HANGER WIRE \\ \\ // // & Light Installation cl >.< a iii A. VERTICAL HANGER WIRE ATTACHMENT \\ \\\ /// /// . x >.< \ / Guide & Details Qami 1QI".,. 5/8"MAX ` \\ n // I l \ z = PROVIDE SUPPORT FROM \ // \\ / "� N STRUCTURE /� \ �/ SOFFIT LATERALLY BRACE ccco \, —er \ / •.„ TO STRUC ABOVE (SO e < ON P' "1 �o , Q ;< v DRAWN BY: JNF A101 CA1801 % BUILDING STRUCTURE Z EXTEND SOFFIT TO AT ./, LEAST BOTTOM PLANE OF DATE ISSUED: 03.25.16 IFIXTURE g ...,._ STEEL STRAP 1"WIDE x 2° s:• CEILING GRID 1, 6" jr 1'-0" LONG x 12 GAGE MINIMUM REQUIRED SUPPORT: =:_f "- 4 --... .. / 5 <10 LBS,(1) 12GA WIRE ;_ UNATTACHED 10-56 LBS,(2)12GA WIRES • O O f o o Oa O O 4 • A101 3 TURNS >56 LBS, SUPPORT DIRECTLY FROM STRUCTURE o o a o�' o a .. ... a o a ;;' <• ;; o o o a o a A101 SPLAYED SEISMIC WIRE PENDANT MOUNTED FIXTURES: B. SPLAYED SEISMIC BRACING WIRE ATTACHMENT ACING SHALL BE DIRECTLY SUPPORTED BY STRUCTURE W/9GA WIRE OR APPROVED ALTERNATE. B. TO CREATE CEILING AREA OF LESS THAN 2,500 SQ FT 6. LATERAL FORCE SUSPENDED TYP CEILING PLAN 7. WIRE ATTACHMENT DETAILS 8. FIXTURE SUPPORT 9. SEISMIC SEPARATION JOINT SECTION A101 SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SHEET: LRS Architects,Inc.0 2016 PERMIT SET 03.25. 16 L=r7s a~._I ..,, ... - 4-— ' II II ° ° q / ARCHITECTS I E-FLR 720 NW Davis 503.221.1121 T _I i IIIIIIMINI11116I Irl I 1 I I. I��I i_l I 1��1 1 111111111=11111111-1-11111ii � II �4 p o `I C ii q �� J Y '~-~{ 4' Ii p ti II t Il.� .. P h II r �� a 0 1 u I Suite 300 503 221.2077 -FL- I( F11 i Portland OR 97209 wwwirsarchitects.com — — '_ II 1 II (( E-�PT �, -� I , , 0 Irl — _ __dit _, 049 4) _., J' ,,,At 4, l' L \ II I r-- - —1 I I ILeCifill C.MARTI _ --q) E13 5 1 it 5 ( (�Pi I , . vf II r ~\ IIS ~\1 I , lir \ -1 6= �=_ -� �� —_ -�fi-- - r Ir I �' CA II L� \_, ,__Z__ _J d I ,__ = 2t._ ___ F E-CPT E--CPTECP E-CPT E-�f'T E-CPT 10 1 I I F T, T� I j >r--1 i n �— �IIII _ _ _ _I�SC7LC —TI— 6' y7 1 \...._ ____-) E-LVT // 11 I I Tr`_ I I F. E I T h ,i, CONSULTANT: O ii: IL (I \ I ` Pi I I `= II \ I) \ I) 1 (WM I _= _ ,IJ � _ I O 0 Q O O _ _ I // , rr = I I H C — * __r I = 51— B — — _J I _ _I I 8 I I U IT H I _(1 ( =ii 1 ( 8 �___..___L _ _ —I _ — , \ H 1 I i I a I — I E3 _� .— I E-CPT I PI I A I I / I CI K--___ I I �, = � = I LL (--- 4 $ ! II �II� � 1 ® Q. II ` \ \\ I 11 I rob I I J 1=g 10-1"1 . (-- 17 I I E-CPT E-CPT (:), �— _ _ _ — C — il' y VC - `-b-' 4 I 11 I I / ,, i E-CPT �/ K J — / �1 V V I 11 __ _ — __, O 1 11—_—_—_-..d ELL--_- — 7� $ Q E- E E E Q I I / E-lrf-- TILE L _I --- _ r � _ _fi1�_ _ _`tLo _ _ -�yE _ tISZI� via LO i - - - - - - -'� ../''5 I- J F- - CA �— FEC [C] /\ I / I > _ � — --({ I ^11— —) n _I i _ I 1 I = — Il�ir=Irl �/ _ i -�~ SI (_:. E VCT RE� RE� LTJ I — — 1O� — —II L J r- _uu —' / �2 r i Tx Gp 7 7 - — — I III II1 I LJn ii I i L -� I ,/ - -J E-TILE J 0 #Dip EI PT ( o 6 — ( - =— IT J I - - - - - - � __ E-VCT / — I I — _ _-Q LSI I -FL- r II E-FLR dL --zi I I PROJECT NUMBER: 216022 / I I w. i_ _ ll �" Consumer Cellular r te— I 6 " I 0 I �� , �� r�� 0 f Tl Building B 12259 SW 69th Ave. 1. FIRST FLOOR DEMOLITION PLAN Tigard, OR 97223 SCALE: 1/8"= 1'--O" (11) Z GENERAL NO TES KEYNOTES LEGEND 1. REFER TO SHEET A100 FORA COMPLETE LIST OF GENERAL NOTES. 0 EXISTING FLOORING TO REMAIN. EXISTING WALL TO REMAIN 2. REMOVE EXISTING FLOORING&BASE UNLESS OTHERWISE NOTED. 0 EXISTING KITCHEN&SERVING AREA: REMOVE EXISTING CLAY TILE,SERVING DEMOLISH EXISTING WALL CASEWORK AND SINKS,CAP OFF PLUMING WHERE NEEDED. SALVAGE WATER DEMOLISH EXISTING ELEMENT AS NOTED 3. PROTECT ALL ADJACENT AREAS DURING DEMOLITION&FROM DUST AND HEATER FOR REUSE. BID ALTERNATE: REMOVE HOOD,WALK IN COOLER,AND TRASH INTRUSION. WALL COVER. 4. REMOVE&SALVAGE DOORS,FRAMES,&RELITES FOR REUSE. O RESTROOMS: REMOVE EXISTING FLOOR TILE,COUNTER TOPS AND FAUCETS AT EXISTING RESTROOMS. SALVAGE FAUCETS,TOILETS,URINALS AND TOILET 5. PROTECT BLINDS&WINDOW COVERINGS FOR REUSE.CLEAN AND REINSTALL PARTITIONS FOR REUSE.PREP WALLS FOR NEW TILE AND PAINT.PATCH AND PRIOR TO JOB COMPLETION.REPAIR AND/OR REPLACE ANY MISSING AND/OR CLEAN EXISTING CONCRETE FLOOR TO BE EXPOSED&POLISHED. DAMAGED WINDOW COVERINGS TO MATCH EXISTING AS NEEDED THROUGHOUT ENTIRE AREA OF WORK. O. REMOVE EXISTING SCREEN WALL,SALVAGE FOR REUSE IN OTHER LOCATION. 6. CEILING CONFIGURATION TO REMAIN UNLESS OTHERWISE NOTED. 05 REMOVE EXISTING OFFICES. 7. REMOVE AND SALVAGE FIRE EXTINGUISHERS&CABINETS FOR REUSE. 0, REMOVE EXISTING VCT,PATCH,CLEAN AND PREP CONCRETE FOR POLISH. SHEET TITLE: �7 REMOVE EXISTING CASEWORK AND SINK. CAP PLUMING AS REQUIRED. Building 06 REMOVE EXISTING COUNTER TOP AND CASEWORK,PATCH AND PAINT AS REQUIRED. First Floor 09 REMOVE FLOORING IN ELEVATOR CAB. Demolition Plan 10 PROVIDE OPENING FOR NEW DOOR. 11 REMOVE EXISTING WALL MOUNTED SINK,CAP PLUMING AS REQUIRED,PATCH AND PAINT AS NEEDED. , 4 DRAWN BY: JNF DATE ISSUED: 03.25.16 A20 1 SHEET: a LRS Architects,Inc.0 2018 PERMIT SET 03.25. 16 \ __, i i , 1,___,,_„__11_,I ,, 14==ns ARCHITECTS ,- I i____----I--"-----, = '0 I II II tF- Ir --- 1I y"-1h` 9a Iir I s --_ J 1irir1 �„�- -1 I 'I 720 NW Davis 503.221.1121 12 Suite 300 503 221.2077 II IIIPortland OR 97209 www.rsarchitects.com ,-� I , _ _ / �� ^ y[ 1 i � {r ` j` 4r .le lie, V TYP IP N C. I S = I I - re— • 8 i r 7 3, tf4POMIANCk ORMI7e6t. 5 I IL. OTYP II I L. I OFi E-CPT I E-CPT r ,______) . , U QI E-CVT E-CVT _ IMHDIM J ' r CONSULTANT: L- r 0 0 0 E-LVT 1 ____(- - E-CVT , / _ l +40.5 I — .. _ (- -, J C — I H i r— —— T (I 8 J J 9 -___�-t-I _ _ {- — — .„ Ea �� _(---- — _ H ! 1 E-CPT _ I I E-CPT = 1= 1- E-CPT E-CPT I — :2 " CI C5 d d d 71 b b T I - E-T IILE ` —r ft( Tf I i ° T i Ia -N �� 1 �1 ff=== = -4.11 II I 0TYP II I �-, �-, L. I4+38 II II I - I II I L. II O `-, e. L� �-, L. +38 /� ii I V TYP I II 401 C == =- PROJECT NUMBER: 216022 1I1 1--, 1—,—, ro 1-1-9 1..... 1-I i!FINIONN, , hI—I III, 1—,—�I , , r. �1 IV••—, II 71111111111•-1—I , IhI X1-1 I�1—I �, Imo!—, 1-1•••MI 1. ,—I . Consumer Cellular TI Building B 12259 SW 69th Ave. 1. SECOND FLOOR DEMOLITION PLAN ? Tigard, OR 97223 SCALE: 1/8"= 1'-0" CD ""�' GENERAL NOTES KEYNOTES LEGEND 1. REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES. EXISTING WALL TO REMAIN O REMOVE EXISTING CASEWORK,PATCH AND PAINT AS REQUIRED. DEMOLISH EXISTING WALL 2. REMOVE EXISTING FLOORING&BASE UNLESS OTHERWISE NOTED. oREMOVE EXISTING OFFICE. 3. PROTECT ALL ADJACENT AREAS DURING DEMOLITION&FROM DUST AND DEMOLISH EXISTING ELEMENT AS NOTED TRASH INTRUSION. O EXISTING FLOORING TO REMAIN. 4. REMOVE&SALVAGE DOORS,FRAMES,&RECITES FOR REUSE. O RESTROOMS:REMOVE EXISTING FLOOR TILE,COUNTERTOPS AND FAUCETS AT EXISTING RESTROOMS.SALVAGE FAUCETS,TOILETS,URINALS,AND TOILET PARTITIONS FOR REUSE. PREP WALLS FOR NEW TILE AND PAINT.PATCH AND CLEAN EXISTING CONCRETE FLOOR 5. PROTECT BLINDS&WINDOW COVERINGS FOR REUSE.CLEAN AND REINSTALL TO BE EXPOSED AND POLISHED. PRIOR TO JOB COMPLETION.REPAIR AND/OR REPLACE ANY MISSING AND/OR DAMAGED WINDOW COVERINGS TO MATCH EXISTING AS NEEDED T REMOVE EXISTING FLOOR OUTLETS THROUGHOUT. THROUGHOUT ENTIRE AREA OF WORK. 6. CEILING CONFIGURATION TO REMAIN UNLESS OTHERWISE NOTED. 7. REMOVE AND SALVAGE FIRE EXTINGUISHERS&CABINETS FOR REUSE. SHEET TITLE: Building B Second Floor Demolition Plan Ilk I DRAWN BY: JNF DATE ISSUED: 03.25.16 SHEET: A20 1 b LAS Architects,Inc.0 2016 PERMIT SET 03.25. 16 (-47) 1=11 1711F) CA _, ., iUll 1 I imaimamom , , , ii . ARCH ITECTS 720 NW Davis 503.221.1121 p' " _ _� _ I � mo �-----_ i__ om �-11 _ ,11111 a ,5i s 4. Portland OR 97209 wwwlrsarchitectscom — . m ® X10' ®' - ® - �, ",, ll I—,r 132 I ,_, a�� .a ,C .a u' .® .al ~ ~ Mu III' rlit CPT-2 I PC-1 1 a ani ' > � = OFFlCE� al • ~ la It im I. 10 8130 _, o ' .0.,1,04) 40 , 11 & t & OPENOF#A _ © Il - el - il _ Mall C.OririaSTARTr i® B131 1~ I N- LOB��Y : ® �* 8130 to N (N) 67 " ♦ _ i c.1_19 45,- OPEN OFFICE � , �� 1111 it 1�' Mil' AR©' la - u - m' al� 1•1 '®1I1�' £102 - i ° i l a 1 ' - P. MIK ��' 4001111.03,MEM , ■ i - illAumili rIM 16. 6m116 _ i 1 0 0 ., 6_ t. _,,_ „4, , . . 1 . , . a_ -.0- OF fQ 1 p CPT-1 PG-1 PC-1 CPT-1 - < O FEC 8101 100D 9'-6" 5'-0" CPT-1 18 ALIGN - ' ' B129 GAS -- — FECys, ALIG IIIIIIIIIIIM FEC � FEC cPT-1 "' CA GFcF 0O CA �' m SC1) 110 (N) ditCONSULTANT: m .. +4. , �� EP !' �II� N}8106 int m s-1 m .N x p E )COPY% +so^ /p� E E E I . `v? (E) d ((N - _ P❑ E (r )) ( )) ( )) (( u� STAIR CONFEREIVC� CONFERENCE - STAID PRINT C- Mill (E 8128 EQU/t� JA/V ELEC� a z 8109 dB125 8128OPEN OFFICE B103 8104 B105 (N)(I Bf t t B124cl_ I Bf27 Z� 14 llir QX UN!SE II �II,�� 1 Al 12Or -�3 °�° i. (N) ili0 LIGN (N) ALIGN (N I. � Q I)� = G+Fac�'` ¢->i .- - S +• m m o .. N _14,4_ BREAK AREA _, - OE ►1! v ►1�? I._�_�- .� e� » v �: ( )) a B10a a _� 4 CA ® FEC a1�- ® 8 Q� UNI B107 U SE �( )B110�I @ m PG-1 0 -4 PC-1 SV-1 MT-1 x PC-1 ((E • P. 1 N)) (E 1 Pc-1 CORRlDO i'I• STORBGO AL .NC•'RIDBO� 112 J B 123A, A— _ - I .. C Q FEC (N)8107 a - 1♦ -N 0 - I® ® _ ! - ;' a - „ "' ai me ran- C'� C� ® ® >� .. 11111�—,-1�► l�r Y .lir a I O �� J C(N) (N) .. iliffrallico,FEE 1(N)m • . • , � _ (E� - 0 ® ® ® at .�► 0 o o 7 I STORB1 ®_ 0 m m 2 m� QU CC " o CI IC o_ 8122 0 I MAIL u c°ca O( ) - ALIGN N N P' ®� NES Q (E) ,_6” �! AVANr/MARKET 14 m m 1pT 11►T qtT CA q►T ' MBi>7 WOMEBNS 116 ' '�AL w 0113 +. I +" 16 (II ul 111 111 • • (w ql�� +. +44 • +$q + (N) (N} e e CPT-1 +60' +60" J 111•• gli - 1 ( J �� r— � CORRIDbf� 4. +so' '�60" 0' �� 8118 (E t3 - ' ® 11111 nionnum - 'M LUNCH ROL +60 a. �� v« 0 8114 r. . II. 0 'AID ® I. ��' m' 15 10 15 -� 10 X17 - 0 � `, _ ,11111 , ®I aW - dW IMIZ9 �F REF F (f (iCE (N} �`J ��' �pvicuil(Nic()i(NicPG1 '((E (E) `� TRAIN!N� I :: TRAINING - 8121 ��►. 8120 d ® REC AREA - i3 16'-11" 6'-0" 15'-7" N �y =' �- 81f5 r i lig OPEN OFFICE I � 6 8119 - _ 24'-8" ' ' C, ®� ® ��' �� PROJECT NUMBER: 216022 (L• do• (LII (LII T ip T (NFA 111 11 11 11 I • I IIll ll I �1rI�11 111►aa E L� LII 1 SEATING AREA MINEO Consumer Cellular L----"'-I ----1—1 1 1.1. 1 Il—_l 'J 1�1-"' i---... MIIIIIIIIMI `-1 i—MINIII/ i--- 1—i---' t --"1Mirali1 i 1�=rrirlii-. ,_ , _..--, �—.1216 .1111 ' - 1111.1111111111.11.111. 1- 1--1 -—.1111111111 --' 111111.11 w-IMIIIIIIIIIr --' _1—=1111111 '-._ -i-1-- ' _-8-1 1- '_ III'---- i-"--"-'1111.1111111111111 "--1 {1111111111r '-- '_► TI Building B 12259 SW 69th Ave. I. FIRST FLOOR FLOOR PLAN Tigard, OR 97223 SCALE: 1/8"= 1'-0" Z GENERAL NOTES KEYNOTES FINISH LEGEND LEGEND 1. REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES, PATCH,SAND,CLEAN AND POLISH CONCRETE,FLOOR,SAND CLEAN AND POLISH CARPET EXISTING PARTITION CONCRETE FLOOR. CPT-1 NEW CARPET T.B.D. INNENINE NEW BUILDING STANDARD PARTITION 2. DIMENSIONS ARE TO FACE OF WALL UNLESS OTHERWISE NOTED. ADVISEf� CPT-2 NEW STAIR CARPET (SEE DETAIL 1/A303) ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. V RESTROOMS: PROVIDE NEW COUNTER TOPS. REUSE EXISTING FAUCETS, " TOILETS,URINALS AND PARTITIONS. a RELITE PARTITION RUBBER BASE DOOR FRAME&RELITE TYPES 3. ALL ELECTRICAL WORK IS DESIGN BUILD-ALL ELECTRICAL OUTLETS,DATA& PROVIDE NEW UNI SEX RESTROOM WITH ADA COMPLIANT TOILET,SINK AND RB-1 JOHNSONITE,COLOR: T.B.D. NEW (SEE 3!A401) SWITCHES SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS. TOILET ACCESSORIES, FLOOR DRAIN, MIRROR AND VANITY LIGHT. SUBMIT ELECTRICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO PAINT PAINTED ACCENT WALL CONSTRUCTION. P-1 MILLER,COLOR:T.B.D. Q NEW CARD READER LOCATION. P-2 MILLER,COLOR:T.B.D. 4. PATCH AREAS ADJOINING AND/OR ADJACENT TO DEMOLITION WORK TO MATCH PROVIDE DRY ERASE WHITE BOARD PAINT(P-3). P-3 WHITE BOARD PAINT,PROVIDE LEVEL 5 WALL FINISH BELOW ITEMS SHOWN FOR REFERENCE ONLY EXISTING AND/OR NEW CONSTRUCTION. PLASTIC LAMINATE S SWITCH 5, SOUND CAULK ALL WALUGLASS&WALUMULLION JOINTS. O PROVIDE BLOCKING FOR AND INSTALL FLAT SCREEN TELEVISION MONITOR. PL-1 (VERTICALS) TO MATCH EXISTING SPECIFICATION AND EXACT LOCATION TBD. PL-2 (HORIZONTALS) TO MATCH EXISTING S s SWITCH-OCCUPANCY SENSOR 6. PROVIDE NEW FLOORING&BASE UNLESS OTHERWISE NOTED. 0 PROVIDE(2)20 AMP DEDICATED OUTLETS AT COFFEE UNITS. P TELE/DATA OUTLET CONCRETE SHEET TITLE: 7. REPAINT ENTIRE SUITE UNLESS OTHERWISE NOTED. �$ PROVIDE(3)20 AMP DEDICATED OUTLETS AT MARKET UNITS. PC-1 POLISHED CONCRETE-800 GRIT,POLISHED DUPLEX OUTLET 8. WHERE NEW DOORS,FRAMES&HARDWARE ARE PROVIDED,MATCH EXISTING WALK OFF MAT QUAD OUTLET Building B BUILDING STANDARD TYPE,SIZE,FINISH&COLOR. TOUCH UP EXISTING FRAMES PROVIDE NEW UNDER COUNTER RECYCLING,VERIFY RECEPTACLE SIZE WITH WOF-1 WALK OFF MAT T.B.D. Q FLOOR OUTLET &DOORS WHERE NEEDED TO APPEAR AS NEW. CLIENT PRIOR TO CONSTRUCTION. 10 PROVIDE PLUMBING AND ELECTRICAL AS NEEDED FOR SINK,DISHWASHER, TILE ® SPECIAL OUTLET First Floor 9. PROVIDE J-BOX AND PULL STRING FOR TENANT-SUPPLIED VOICE&DATA. T-1 DALTILE,COLOR:T.B.D. (SEE KEYNOTES) Floor Plan REFRIGERATOR AND CASEWORK. DD4 EMERGENCY LIGHT 11 PROVIDE DEDICATED OUTLETS FOR TENANT PROVIDED MICROWAVES. Q JUNCTION BOX 12 PROVIDE NEW CASEWORK AND COUNTERTOPS IN COPY ROOM. ® THERMOSTAT RELOCATED SCREEN WALL. f3 BLANK OUTLET 13 DRAWN BY: JNF E EXISTING 14 INFILL WALL OPENING TO MATCH ADJACENT FINISHES. N NEW DATE ISSUED: 03.25.16 15 PROVIDE GARBAGE DISPOSAL AT EACH SINK LOCATION. R RELOCATED 16 DISCONNECT ELECTRICAL FROM SWITCH TO PROJECTOR SCREEN. FEC FIRE EXTINGUISHER CABINET 17 PROVIDE DEDICATED POWER AND WATER FOR TENANT PROVIDED ICE MAKER. FE FIRE EXTINGUISHER �ALIGN � � NEW WALL ALIGN 18 VERIFY SWITCH LOCATIONS IN OPEN OFFICE WITH TENANT PRIOR TO CONSTRUCTION. CA SECURITY CARD ACCESS 19 PROVIDE NEW POWER POLE LOCATIONS FOR TENANT PROVIDED WORK Q EXISTING DATA STATIONS. VERIFY LOCATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION. PP PAINTED ACCENT WALL SEE RCP'S FOR FURTHER INFORMATION. SHEET: A 2 0 2 a LRS Architects,Inc.0 2016 PERMIT SET 03.2546 \ rIfIrFrIrl [ I 1.---,.--,,—,,—,1 / L 1=5 N° ARCHITECTS \, 1 '. " 1. �. �,�ti C, �, / O • o �-- i I��1 p� X44 " OF B2 8 / .._.._ �N� 720 NW Davis 503.221.1121 ,...n. �I ISI _ L I� / - /,- -+� •I,. -"vi I " a -v0 ,r i---- 4---11, �♦ Suite 300 503 221.2077 _ / - —-- � _ Portland OR 97209 www.lrsarchitects.com G (N)13218 $ i N 1 " ♦ CPT-2 , / d 1 : 1 1 1 N OPEN TO ' : 1 1 ( ) �El, �I " OPENOFFICEI U _ X BELOW NNG O ♦`--.o- rill ' ,�,J TRA/Nl r skYAD 440 1 - 8217 ,..._ -_ , r (N� pC_, / O 6201 a w _ i �� 8 of B�cs // \ C �- ` TYP ., / _' OPEN OFFICE 1 \e°1Acv man swift . D J . N 821 N / O © - :. ui, 62Q2 O i . / t `� ` _ I _ : _ / " ♦ _ " _ / " e : I . ♦ . / 6 N+60" 8201 \�__ J/ ` I " ♦ ° / ' : � a "e NM 13'-11" ` CPT-2 (d - � , I E ♦ r / I P 1 x CPT-1 11 CPT-1 PC-1 (E)UPPER CPT-1 LOBBY B200A FEC B200 N T FEC 1 �0 a , , b X - - - j� FEC a ,. .. X t��1_ _ - rt. m m I ( PC 1 N PC-1 m 44. E N Q ((E)) "5742CI (E)) (E)) - GPT-1 ) 1 ' E Ga �E N (E P�C3 E STA _ GFCI COFFEE/BREAfC MOTHEfZ (E) (E) E +42 s CONFERENCE STAR Y CONSULTANT: (� P 8221 +4 8216 O B22o JAIV ELS TEC COFFEE/BREAK ` 82(14 6222 .0)*44 CONFERENC N B2tQ B2Q9 6208 � 82 GFC D 8215 m PC 1 C .,o - 1-/ +4 al O CFCI S' N- o 0 co (IC° c - m N N N , VO FS l H �� !i m { 1 ._'! 42 • X E�L _ ., ,� a e X CA Z ,--i___1-10 °° S `n FI n a e .�. m _ " " m J F i C I EP FEC PC-1 ALIGNOa FEC S CPT-1 CPT-1 x PC-1 PC-1 x CPT-1 _ FEC FEC 1 4 , 11111 ', ..1 thrl 1111 I 11111 I moo yin=IIlk — . . . _ - - — o 71 . . ....ttr„,„17,17., .. - - - - . . - i b a-v-1 .0 a ,N. III r , rail - a_ 0 -00' bdb . ;,.. .„ 0 . _ , _ _ _,_ —I N $ S N I— 7- L I , . .____, . s �,l - . - 1 0, �' 1 0, OI :I O +38 (E O +3 (E V m STD m ��/�� 71. " NI_ _ — _ d OFFIC C 6FFIC j�, I- IB212 8211 Y 1 E • _ —"Q / - e E ee e� e61 EEA JJ ® @J ® WOM&z ,, - - I —�� ,� ��,�� B207 -, _ / _/mom / �� - 11-: 8 i B212 i 211 n Y RA "� X - TYP II a _ ep ... _ pot - MI, i II i4-,-- � OPEN OFFIC� � �� - - -- - - - - - - - . . . . - - tri_8214 �± :!ri1 - ® _ - - - - - �!!� " ! � 820lipli "� �e OPEN OFFIC� i MED i MID XI Et ill I 8 • 'MEDTYP , . . 1 a le • ♦ - ((N - ® � O _ -i_ - . . . .., .._ - :i® OPEN OFFIC> `� _ ® " > _ - - a ®% 8213 ._____„. _._ �i TYP � �, 'e'� /' C : —H I It CD MI _ I; I . ♦ - _ / ' ♦ _ 'I. _ / ♦ ` ! _ I - / ♦ - -gm it _ / " ♦ _ / " N. " 1 - / _ _ ♦ _ ' ♦ _ _ / ' _ / _ AL ' .o " .i, J 1� .,o. e Li - / PROJECT NUMBER: 216022 11111.1 III LEI Ili - viol - ,._. �—, _111.11m111•111111111, �—, -,--., —I � � ,._I I I ,. 1 - i•-muiPlimmillIA1111111111111111 >11.11.1111- Imimmillimmill 1 riimmorrimiliml Firmiiiiielimiiiiiiiiiiiimi -,- , Consumer Cellular TI Building B 12259 SW 69th Ave. 1. SECOND FLOOR FLOOR PLAN Tigard, OR 97223 SCALE: 1/8"= 1-0" (19Z GENERAL NOTES KEYNOTES FINISH LEGEND LEGEND 1. REFER TO SHEET A100 FORA COMPLETE LIST OF GENERAL NOTES. O PATCH,SAND,CLEAN AND POLISH CONCRETE,FLOOR,SAND CLEAN AND POLISH CARPET 1 EXISTING PARTITION CONCRETE FLOOR. CPT-1 NEW CARPET T.B.D. NEW BUILDING STANDARD PARTITION 2. DIMENSIONS ARE TO FACE OF WALL UNLESS OTHERWISE NOTED. ADVISE CPT-2 NEW STAIR CARPET (SEE DETAIL 1/A303) ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 02 RESTROOMS: PROVIDE NEW COUNTER TOPS. REUSE EXISTING FAUCETS, TOILETS,URINALS AND PARTITIONS. RUBBER BASE a RELITE PARTITION 3. ALL ELECTRICAL WORK IS DESIGN BUILD-ALL ELECTRICAL OUTLETS,DATA& RB-1 JOHNSONITE,COLOR: T.B.D. NEW DOOR FRAME&RELITE TYPES SWITCHES SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS. 03 INFILL WALL TO MATCH ADJACENT FINISHES. (SEE 3/A303) SUBMIT ELECTRICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO PAINT CONSTRUCTION. 04 NEW CARD READER LOCATION. P-1 MILLER,COLOR:T.B.D. PAINTED ACCENT WALL P-2 MILLER,COLOR:T.B.D. I 4. WHEN NEW LIGHT SWITCHES ARE ADDED TO ANY PORTION OF THE SUITE, O PROVIDE DRY ERASE WHITE BOARD PAINT. P-3 WHITE BOARD PAINT,PROVIDE LEVEL 5 WALL FINISH BELOW ITEMS SHOWN FOR REFERENCE ONLY REPLACE ALL EXISTING LIGHT SWITCHES WITH NEW BUILDING STANDARD OCCUPANCY SENSOR SWITCHES. 0 PROVIDE BLOCKING FOR AND INSTALL FLAT SCREEN TELEVISION MONITOR. PLASTIC LAMINATE S SWITCH SPECIFICATION AND EXACT LOCATION TBD. PL-1 (VERTICALS) TO MATCH EXISTING 5. PATCH AREAS ADJOINING AND/OR ADJACENT TO DEMOLITION WORK TO MATCH PL-2 (HORIZONTALS) TO MATCH EXISTING S SWITCH-OCCUPANCY SENSOR EXISTING AND/OR NEW CONSTRUCTION. O PROVIDE GARBAGE DISPOSAL AT EACH SINK LOCATION. as CONCRETE P TELE/DATA OUTLET • 6. SOUND CAULK ALL WALUGLASS&WALUMULLION JOINTS. O PROVIDE POWER/DATA FOR TENANT PROVIDED OFCI WORKSTATIONS AT WALLS PC-1 POLISHED CONCRETE-800 GRIT,POLISHED DUPLEX OUTLET SHEET TITLE: OR FLOOR CORES.VERIFY LOCATIONS WITH TENANT PRIOR TO CONSTRUCTION. 7. PROVIDE NEW FLOORING&BASE UNLESS OTHERWISE NOTED. WALK OFF MAT .: QUAD OUTLET Building B WOF-1 WALK OFF MAT T.B.D. O FLOOR OUTLET Second REPAINT ENTIRE SUITE UNLESS OTHERWISE NOTED. Second Floor TILE 0 SPECIAL OUTLET 9. WHERE NEW DOORS,FRAMES&HARDWARE ARE PROVIDED,MATCH EXISTING T-1 DALTILE,COLOR:T.B.D. (SEE KEYNOTES) Floor Plan BUILDING STANDARD TYPE,SIZE,FINISH&COLOR. TOUCH UP EXISTING FRAMES p01 EMERGENCY LIGHT &DOORS WHERE NEEDED TO APPEAR AS NEW. Q JUNCTION BOX 10.PROVIDE J-BOX AND PULL STRING FOR TENANT-SUPPLIED VOICE&DATA. Q THERMOSTAT IF 4 11.WHEN BUILDING A NEW DEMISING WALL AND CREATING A NEW VACANCY,FINISH 1* BLANK OUTLET BOTH SIDES OF NEW WALL AND PROVIDE PAINT. REPAIR EXISTING CEILING ON E EXISTING DRAWN BY: JNF BOTH SIDES TO APPEAR AS NEW. PROVIDE ADEQUATE MECHANICAL COVERAGE DATE ISSUED: 03.25.16 TO BOTH SUITES AND SPLIT METERS AS REQUIRED. ADJUST SWITCHING AS N NEW REQUIRED SO EACH SUITE HAS SEPARATE CONTROLS. R RELOCATED FEC FIRE EXTINGUISHER CABINET FE FIRE EXTINGUISHER ALIGN NI' 1, NEW WALL ALIGN CA SECURITY CARD ACCESS GI EXISTING DATA PP POWER POLE SHEET: A2O2b LRS Architects,Inc.0 2016 PERMIT SET 03.25.9 6 MOM - I i i .,–, - -,- -,— ARCHITECTS 0 + 0 720 NW Davis 503.221.1121 T Suite 300 503 221.2077 0 8'-10" Portland OR 97209 www.lrsarchitects.com —, ,—, \ Iiikt„ i EH S►Ti31 I I I I I/ I I I I TT��"I I I II I I 1 1 I I I I I I I I IOE + ) + + A1.6 / ► T T/ 1i_ 1 it TT MIN TAT ♦ � r 1 TYPtr. �, „ ti - ` x EMI IiXMI M -"NI =WI - ,1 MI trAtilk MON .k. am ol) + + _ /�� + �� rt oy.v+ oI� ► pPP � 10'-3" � PP PPx ,� x � - o O o 0 Q \\ _ ►�_ D I1 _ �� + ® © c + \ + -''T + \� W + + + N Img 8'-10" IllE_ 08'-11" 0 — ii x — .—. — — _ — CONSULTANT: I + — 9 °" �■`I_��` T 9._3.. I_, _ @ + -- ----=1I -411111111111 I / L. / 7 / I I \ 1.11111111111 Alk. m ono ---......... Li _ . E H 1 r__8 0" _ - ` 1�T X33 ® 8'-11" A _, ♦ 1� _ iumm $'-10" .1 =1- 01 ,,ik:) �xT+� �� `: 0 0 0 ©+ 0 c " 0 +@ © 0 +0 (I + I T ` p p p .. —��W�III��T —`■ N - e /1 _ - 0 TIIIIMMIM ,-.--, .1.11111111111111 111111 10 = =-'+- _ ill I 8' 0" WI + IF ® � 0 X 0 0 0 0 0 0 0 0 0 0 0 ► 1 I / �//� 1� Imo►. � 1� �� ® hiL4111Eir4-4- + .. /N + 0 I ikk , 8'-10" 8'-10" 8'-10" , UINE ' 8'-10" / 11.1111111111111111111111.1.1 Millibli IIIM --II.1.111111 0 1 MllIllIllIllIllIllIllMrjll 0 ® 0 . A 0 1 MI \A I M.---�►'''1. E1 V' = ��►- AI V + + } + T I + + — + +4___ + + Ta X+ + +// + ' PROJECT NUMBER: 216022 [11 '64Consumer Cellular P i I I i I 1-17' 1 moi---I I i I i ' i i 1 i— ^ t I I i i mm MEM I 1 a, 1-71 1romm/1 "11.111.1,11111.1119iMini Iimmiliiiiiwillillsis 0 immnimmer,—I ——I—i'Ii TI Building B 12259 SW 69th Ave. 1. FIRST FLOOR REFLECTED CEILING PLAN Tigard, OR 97223 SCALE: 1/8"= 1-O" (9Z GENERAL NOTES KEYNOTES LEGEND 1. REFER TO SHEET Al00 FOR A COMPLETE LIST OF GENERAL NOTES. NEW GYPSUM BOARD FRAMED CEILING 4 Q WALL-MOUNTED FIXTURE 1 PROVIDE NEW POWER POLE LOCATIONS FOR TENANT PROVIDED OFCI 2. ALL ELECTRICAL WORK IS DESIGN BUILD-EXISTING&NEW LIGHT FIXTURES WORKSTATIONS.VERIFY LOCATIONS WITH TENANT PRIOR TO I ,.- " (SEE DETAIL XX/A101) SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT CONSTRUCTION. ® ®+ EXIT SIGNS(WI INTEGRAL ARROW WHERE OCCURS) ANY DISCREPANCIES TO ARCHITECT. SUBMIT ELECTRICAL PLANS TO 0 RAISE ALL PENDANT LIGHTS TO MIN.6'-6"A.F.F. -.;.;; .. , NEW SUSPENDED ACOUSTICAL CEILING ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN&RESTORE ALL (f"--'`.'%'' GRID SYSTEM LIGHTS TO WORKING ORDER PRIOR TO JOB COMPLETION. ® EXHAUST FAN 3. ALL MECHANICAL WORK IS DESIGN BUILD-EXISTING&NEW DIFFUSERS all 2X4 ACOUSTICAL SUSPENDED CEILING # SPRINKLER SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO ARCHITECT. SUBMIT MECHANICAL PLANS TO HVAC SUPPLY +g�_ p" CEILING HEIGHT AFF ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN ALL DIFFUSERS PRIOR TO JOB COMPLETION. / ,/ HVAC RETURN � ® SPEAKER 4. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING,STROBES,SMOKE DETECTION&SPRINKLERS TO ARCHITECT FOR REVIEW AND COORDINATION EXISTING BUILDING STANDARD LIGHT FIXTURE SD SMOKE DETECTOR PRIOR TO CONSTRUCTION. PROVIDE NEW OR RELOCATED BUILDING SHEET TITLE: 5. REPLACE ALL DAMAGED CEILING TILES&GRID TO MATCH EXISTING BUILDING STANDARD 2x4 LIGHT FIXTURE FS FIRE STROBE STANDARD. Building B r.x EXISTING LIGHT FIXTURE TO BE REMOVED OR RELOCATED © POWER POLE 6. WHERE NEW LIGHTS ARE ADDED-MATCH EXISTING BUILDING STANDARD TYPE FIRST FLOOR AND FINISH. II ii NEW SURFACE MOUNTED LIGHT FIXTURE ® CEILING ELECTRICAL OUTLET RCP L------I EXISTING SURFACE MOUNTED LIGHT FIXTURE L— -3 EXISTING SUSPENDED FLUORESCENT LIGHT FIXTURE 1 I a a 1 NEW SUSPENDED FLUORESCENT LIGHT FIXTURE DRAWN BY: JNF DATE ISSUED: 03.25.16 `?A--- - d n NEW TRACK LIGHTING O PENDANT LIGHT FIXTURE O RECESSED LIGHT FIXTURE Q WALL WASHER 04 SECURITY CAMERA a SHEET: A2O3M LRS Architects,Inc.©2016 PERMIT SET 03.25. 16 imiiiniamillii,ii i iiiiiiiiiiiiomomii.m,/ L=11n, M ARCHITECT S ...., , ,.., -, i -...,_,.,-,_i_... .......,_,_,., ,...., ,... ,a ` �t I I ii hi I 1.. ../.11 .11,.... ' / 720 NW Davis 503.221.1121 I 0 0 0 0 0IIII ,1 _ _ 1411 Suite 300 503 221.2077 0 4- rMilliCI11111111 { x / , / x x Portland OR 97209 www.lrsarchitects.com Mill 1` /I \� %� 0 a 0 = ME I/ ►1 � se 4428 ihhh"IIIIIII 11111111111111111111111111111111118' 11 MIIIIIPMII I-_ 0 OD 0 SKY LIGHT 01 r . mall% --I, 7 Flo 1� im I \ \m ! ►, t iliat stmt4 8 1. ....m... / \ o x x Mil __a +o 'V 63SS 7,- mom amm rii mimin.1111111111111111.1.4111/ / + .,, r + +iv x E,-+ L-------„, .4- = -koFtle I 4- 111111 4- 4- FM 111101111111=1.1111111111 4- ogi II r ----,.,,,,, ---„..„,„ -,41 I ''' - ® 0 0 0 0 0 ® _. _ T + ,.11all 0 0 O —�-- O 0 8'-3') 0 0 0 0 �. II ■K CONSULTANT:7 I�� liPv a. . A � -3„� / + r. + A •0 + Al. + 101 *. simillilliM 10'-3" _ hilMI ..._ Ah, `� 0 0 0 "1111.1 �_.`.. 0 0 0 / ° 1 1 H 1 e e H �-E-t, , A( e H I A I 11111111160N-..,„ 1, _ It ► c 0 0 0 + 0 0 o@o + o ® + / + \ + + EN +ma T;<--:; m 7 I nal _ _,., es wil mom 0 0 0 0 - 9 , I I I r_4_, . . �M111111111111111 ,' 8'-11" $'-11" a a a 0 03-'-11:.) $'-11° a a a a `MIIIMIIIIIIIIIIIIIIIIIIIIISIMMIIIIMIIIIIII \ // I /I� I a r�.I�I - man im eT MN� \ ■ X - + + 1 + _ + + ' IM + ► + li + MI '1 + + + I X I FT _ r I X c..82.11 1 7 -----,,,_,,, )1 ! „.„_____ c---- M , 1= 9---- 17 1- 1�/ !/� I o /I 1111 H r Fi I // Ill `�/I 7 7 )/1.00, 7 >el \ h._ -RigPROJECT NUMBER: 216022 X / 1=r—, I—! , , I I—I I •—,—I - I I—I I—I—I I I________II t I I - I--. I I I—I-I I I—, II Ii_II--i, Ii_ii I '-- \ Consumer Cellular TI Building B 12259 SW 69th Ave. 1. SECOND FLOOR REFLECTED CEILING PLAN Tigard, OR 97223 SCALE: 1/8"= V-0" CB Z GENERAL NOTES KEYNOTES LEGEND 1. REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES. RAISE ALL PENDANT LIGHTS TO MIN.6-6"A.F.F. NEW GYPSUM BOARD FRAMED CEILING Q WALL-MOUNTED FIXTURE n 2. ALL ELECTRICAL WORK IS DESIGN BUILD-EXISTING&NEW LIGHT FIXTURES ��--�-// (SEE DETAIL XX/A101) SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ® ®+ EXIT SIGNS(W/INTEGRAL ARROW WHERE OCCURS) ANY DISCREPANCIES TO ARCHITECT. SUBMIT ELECTRICAL PLANS TO '- ;;. : NEW SUSPENDED ACOUSTICAL CEILING ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN&RESTORE ALL ,,, "'.'' GRID SYSTEM LIGHTS TO WORKING ORDER PRIOR TO JOB COMPLETION. B EXHAUST FAN 2X4 ACOUSTICAL SUSPENDED CEILING 3. ALL MECHANICAL WORK IS DESIGN BUILD-EXISTING&NEW DIFFUSERS + SPRINKLER SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO ARCHITECT. SUBMIT MECHANICAL PLANS TO X HVAC SUPPLY +8'-10' CEILING HEIGHT AFF ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN ALL DIFFUSERS PRIOR TO JOB COMPLETION. 7 HVAC RETURN US SPEAKER 4. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING,STROBES,SMOKE DETECTION&SPRINKLERS TO ARCHITECT FOR REVIEW AND COORDINATION ~''---„,,, EXISTING BUILDING STANDARD LIGHT FIXTURE Sp SMOKE DETECTOR PRIOR TO CONSTRUCTION. PROVIDE NEW OR RELOCATED BUILDING SHEET TITLE: 5. REPLACE ALL DAMAGED CEILING TILES&GRID TO MATCH EXISTING BUILDING STANDARD 2x4 LIGHT FIXTURE FSI FIRE STROBE Building B STANDARD. x EXISTING LIGHT FIXTURE TO BE REMOVED OR RELOCATED 6. WHERE NEW LIGHTS ARE ADDED-MATCH EXISTING BUILDING STANDARD TYPE Second Floor AND FINISH. II II NEW SURFACE MOUNTED LIGHT FIXTURE RCP 1-------1 EXISTING SURFACE MOUNTED LIGHT FIXTURE L_.. _ -1 EXISTING SUSPENDED FLUORESCENT LIGHT FIXTURE a I a o I NEW SUSPENDED FLUORESCENT LIGHT FIXTURE DRAWN BY: „INF DATE ISSUED: 03.25.16 n n a NEW TRACK LIGHTING 0 PENDANT LIGHT FIXTURE • 0 RECESSED LIGHT FIXTURE Q WALL WASHER ]q SECURITY CAMARA SHEET: A203b LRS Architects,Inc.@ 2016 PERMIT SET 03.25. 16 r ACCESSIBLE FIXTURE REQUIREMENTS LunS 1. ALL DIMENSIONS INDICATED ON THIS SHEET ARE CLEAR MINIMUM TO FACE OF FINISH. DIMENSIONS TO TOILET ROOM ACCESSORIES ARE TO THE ARCHITECTS CENTER LINE AS NOTED OR TO THE HIGHEST PORTION OF THE OPENING 720 NW Davis 503.221.1121 OR OPERATING DEVICE. Suite 300 503 221.2077 D 2. REFER TO SHEET A100 FOR ADA STANDARD MOUNTING HEIGHTS. Portland OR 97209 www.Irsarchitects.com 3. VERIFY ACCESSORY SIZE WITH MANUFACTURER TO ENSURE CONFORMANCE WITH REQUIRED MOUNTING HEIGHTS. 1 1(5) 4. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS AS REQUIRED FOR MOUNTING FIXTURES. e ki% h� n I I 5. ALL TOILET ACCESSORIES BY BOBRICK WASHROOM EQUIPMENT UNLESS , uk / \ I 8 2OO OTHERWISE NOTED. WNW C.�a — j=— � I � r� c� 4,14 OVEI013 iirarrrrr�rirr�rw� -rwr...rr� MrlwllVIMAND,OREGON a ,_ !9gjIlMr -0 :...ii \\ A 9 0 i ....,irTs_rminnit . NT-:- .- s �; _ _ KEYNOTES 0 MlA • Omimmilat O PROVIDE NEW GRAB BARS. 1 . 1 O 0 OPROVIDE NEW 3'-0"x 4'-0"MIRROR CENTERED OVER SINK AND VANITY LIGHT FIXTURE. O PROVIDE NEW TILE WAINSCOTING TO 4'-0"A.F.F. CONSULTANT: A B O PROVIDE NEW 6"TILE COVED BASE. O PROVIDE NEW VANITY LIGHT FIXTURE. O PROVIDE NEW WALL MOUNTED SINK. 4. B107 UNISEX ENLARGED PLAN 1. B107 UNISEX/ADA RESTROOM ELEVATION O COVVIDE TOILET ACCESSORIES:TOILET PAPER HOLDER,SANITARY SEAT COVERS. SCALE: 1/4"= 1=0" SCALE: 1/4"= 1=0" O PROVIDE PAPER TOWEL DISPENSERS. P W \- 11 _----Y1 [ : I (EJ A VANTI MARKET I .I -1==v- I O5 ALIZI C113 �4 1 4. 11111"IW 7/Alak ®I Li: 1 / O L_I A301 )901 I c'; U 1 .-.. ,i r • rx..7..t..r.i. r 1. r r r__ o .1 I 3.. � 11 immili ..1.�'..•r•^^••••t•..:..•3.••r•' a `. .! T.--- - 1.,..1r--irrr'rrw'�. I.sLwrl.rr�W�MIIII 1 r. I O ,� , i -_ 1111/ 1PROJECT NUMBER: 216022 Lt a DW DW i u` [REF -1 FEF -IF. - ICES O Consumer Cellular 1 [' I TIC) J LNIC) I](NIC) I I I = TI I 16'-11" 6'-O" 15' 7" Building B i / r A B 12259 SW 69th Ave. Tigard, OR 97223 6. AVANT! MARKET ENLARGED PLAN 5. B 106 UNISEX ENLARGED PLAN 2. B 106 UNISEX/ADA RESTROOM ELEVATION SCALE: NOT TO SCALE SCALE: 1/4"= 1'-O" SCALE: 1/4"= 1'-0" REFER TO SHEETA100 FOR STANDARD MOUNTING HEIGHTS 3\ 3 2 A303A303 A303 y 10'-8" y 6'-0" 15'-1" 1 -6" 8'-3118" 4.-2" ' '! 6 EQ CABINETS 'I i 4 EQ.CABINETS / 3 EQ.CABINETS SHEET TITLE: \ VERTICAL / /\ 7\ ^ 7 ,/ \� ,/ \\ ,/ \\ / \ / SURFACES, �,/ / \ / \ / \ / \ / \ \ x \ / 7�//\\ \\ Building B -VERTICAL o \/� PL-1 <- - -X - - - o li _ _ _ �, _ _ _ _ _ _ _ = - ,. O - -x- - -O - Second Floor \Nuf/ N. / \ / SURFACES, \ / \ _ — _\ �= _ _ —\ 1= " GRA] 11NIGR©1 MICRG1 __ _ _ _ __ 1 OPEN TO OFFICE Elevations 4 4 1 4 N N 1 N 1 - - - - REF REF REF Nur" _ I � re I PRINTER I j - - /-�(1'-� �-� - - - - - I n J - - - - `D i � i I 1 (NIC) 1 - IU i �� 1 I > DW - ' OW - I � � `� i� i� � � � I 1 \ �1• iT�� 1 ` - --- <_ _ , = = RECYCLE RECYCLE �, _ _ _ = = = =y �' 1 ` I i 1 v I1 lI L v �. __ v r �. v v �� DRAWN BY: JNF _� RUBBER Jr / / ,► .► / " . ' " / 2 0 7 7 1/8 4'-8" / ,I' 4' 11" 6'-1" 9' 1" 6' 0" 3'-0" 2-D 3'-0 314 2'-O" 3 0 1-6' , 2 0 3'-D" 7'-7" HORIZONTAL BASE, RB-1 �/ 4 EQ.CABINETS RUBBER 2 EQ.CAB. / - ,�► / DATE ISSUED: 03.25.16 SURFACES, 5 HORIZONTAL BASE,RB-1 Q MICROWAVES UNDER COUNTER 2 EQ. PL-2 A303 SURFACES, C59 PROVIDED BY RECYCLE7 PL-2 TYP REFRIGERATOR A303 TYP TENANT CONTAINERS A303 TYP PROVIDED BY TENANT A B C 7 COPY/PR1NT B126 ELEVATION 3. AVANT! MARKET ELEVATION CONTRACTOR TO PROVIDE NEW REFRIGERATORS, MICROWAVES, DISHWASHERS,AND ICE MACHINE. SCALE: NOT TO SCALE SCALE: 1/4"= 1'-0" A301 SHEET: LRS Architects,Inc.CD 2016 1 PERMIT SET 03.25. 16 I1= ACCESSIBLE FIXTURE REQUIREMENTS LnS E- 1. ALL DIMENSIONS INDICATED ON THIS SHEET ARE CLEAR MINIMUM TO FACE OF d L L-,,,Ic. Tr C — — — ] FINISH. DIMENSIONS TO TOILET ROOM ACCESSORIES ARE TO THE CENTER LINE ARCHITECT S oO - 1 AS NOTED OR TO THE HIGHEST PORTION OF THE OPENING OR OPERATING 720 NW Davis 503.221.1121 M' DEVICE. — — 10 2 �' / Suite 300 503 221.2077 D I O l / O 2. REFER TO SHEET A100 FOR ADA STANDARD MOUNTING HEIGHTS. _,)_ µ I Portland OR 97209 www.Irsarchitects.com J / ' ' ' ' ' ' ' I —_____-- 'r"-'- r'—---— / I 3. VERIFY ACCESSORY SIZE WITH MANUFACTURER TO ENSURE CONFORMANCE L 1 , I I --_---__ —_—_—_ —_--- , WITH REQUIRED MOUNTING HEIGHTS. I f I 7 , 1 1 r I I I I I I '�� I ' I ' I I I ' 1 ' 1 6, ' I I l I,I r u , •L----.._- __• _-^-'7- ^L ;1: \ ' IN I_ _______ lb / L — ` J I ' 1 I I. I ' ` , �� ""�71 �� IMP - _ 1.�li '�1'_�' , 'I 4. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS AS REQUIRED FOR \ (1J (E) I II I I I I I I I I I 1 1 - 771 ,I.,— ..... \ 'OD 1 ' ' r ' ' �—_--_'_'■""■"■""'a'' -" MOUNTING FIXTURES., I 1 1 L 1 l- I I 1______ r1 Allk [ IIIIII711lI =1�-_____ 1 1 1 1 1 p I I 1 1 1 I 1 I I 1 1 € 1 I I \ 1 ' \ ii MENS \\ // W Y 5. ALL TOILET ACCESSORIES BY BOBRICK WASHROOM EQUIPMENT UNLESS4, , B117 , / EXISTING SHOWER �� OTHERWISE NOTED. gr4 �c. n 1 O TO REMAIN O i I I \30� 6. REUSE ALL EXISTING TOILETS,URINALS,SINKS,TOILET PARTITIONS,TOILET ACCESSORIES AND GRAB BARS. tj4J� � PORTIM A B 6,155 0FQ 5. MEN'S RESTROOM B117 ENLARGED PLAN 1. B117 RESTROOM ELEVATION SCALE 1/4"=1L0" SCALE: 1/4"= 11-0" KEYNOTES CONSULTANT: O PROVIDE NEW VERTICAL GRAB BAR. N n PROVIDE NEW TILE WAINSCOTING TO 41-0"A.F.F. — � O \ O O PROVIDE NEW 6"TILE COVED BASE. - - 1111 J 2 o KN...,,,,,______ I I �/ 1 \ I 1 l I_ I I I 1 I I I 1 I i I I I _----__ F A 1 L L F. I I I I I I I I [ I r I 1 1 I 1 1 1 1 1 ________ f I I I I I I I I I I 1 r 1 1 I I [ r I I I ISI 1 I 1 I I 1 1 1 1 f"1 1 1 1 1 II 11 / I / ` I�1�` ..„, ..... ... ... _�i___�i r 1 , I I , 1 I' r I I I _ y I J�L _____■ ___ __! ____ _ t 1 1 I ifI I 1 I I III II I , I 1 i , I , I I I I I 1111 3 1 1 1 1 1 1 [ 1 -f [ 1 I I 1] I 1 1 1 k 1 I 1 I f I / 1 I f I I I I I I I I [ I I E i I• I I I. I I I I I r I�'�1'� k I I I I I I I I (rj 1 L I I I I I r l I 1 I I I 1 I 1 [ 3 I I I I I I I I I I I I I I - I 1 I L 1 1 I I 1 -I I r I I t I I I I I I ! i I I I I I I I I I [ 11 I 1 I 1 I 1 I 1 I 1 1 1 r 1 I 1 I 1 I 1 L 1 OA iL J I I [ I II I - _-I I 1 r f 1, 1 I I 1 I I l f \` // 1 ' / NUMMI I I I I I I ■ I ' I I )1 1 ' I ' ' I ' I ' I ' 1 1 I I I ' I-1 I g. \ ` 1 (E) K 1 / WOMENS '� 6 EXISTING SHOWER O •-•"'J/ B 1 96 A303 TO REMAIN A B 6. B116 RESTROOM ENLARGED PLAN 2. B116 WOMEN'S RESTROOM ELEVATION SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" I I I •1 - - I I IH PROJECT NUMBER: 216022 0 O O - - ___) - � = _ / Consumer Cellular O TI 7 I \ I n / =------" -a / I \ I- Ak _ __ _______ ___ _ _ ___ - _ Building B 69th 1 1 I I I ' I ' 1 ' , ' , I ' , ' I ' I 1 1 ' I _�_ ___.___-_�_. __-_ - / I 12259 SW Ave. ____) /!y 1 [ ' 1 1 1 1 I ' I ' 1 ' I VI ' I ' I ' I ' ' ___ _____w___�a_ ___ �_� 1 1 1 1 I 1 J 1 1 I - 1__ ___ �� MENS 1 I 1 1 I 1 1 I 1 _ • �"'MVIN I --- --- _�' I L I I I I J I _ 1__-ir7____ _I"7_ _-1 1'— . _ 1 1 y I 1 ' 1 ' I 1 I 1 -__.�____ __ _2�:._. \ Tigard, OR 97223 N II I f I f 1 I r 1 I 1 I I___ -1____■1--1-7.., , ,4_„7,77_ 8207 , ...--/ I r I I I I 1 I 1 __-- � I I I 1 I 1 r r 1 -� �_-� �___V 11 1 1 I 1 1 1 I 1 1 1 f l i l S r 1 ] 1 I / `iii , , , 1 1 , 1 , 1 , 1 , 1 l , l1 , 1 , r r 1 1 , r , 1 I \ I ((� 6 O A303 A B 7. B207 RESTROOM ENLARGED PLAN 3. B207 MEN'S RESTROOM ELEVATION SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" _ _ _ °O O° SHEET TITLE: - 0 0 d 1_L d 1, _, 5 5 \ \ O O Building B \\ ___ F ,/ I^_ � \ \(---- 1111 1 s 1 1 1 , r , , r 1 , i I i I 111 1111 1 I 1 1 I 111111 I r Elevations & 1 \\ I :1 1 1 T I I I 1 I I I I I 1 I 1' 1 I , 1 I r I 1 I I I 1 I I S I 1 L .y _-1 I- L L _1I I I 1 I -� I I l 1 I I 1 I 1 l 1 1 1 i I I 1 I I I [ I 1 S I I I I I I T I 1 1 1 1 1 1 I 1 - - -� 1-' I , ,L .*_ i i . 1 1 11.1.1.1 I 1 1 1 1 1 I I I I 1 I 1 j,l Is I I I [ I 1 I 1 1 1 I I I I I 1 1 I I Enlarged Plans 14 I1 �.__ ��. ___ ___ 1 , 1111 1 . 4L _ 1 (E) / 1 y 1 `IIJ I I - - 1 - I - I J S 11 1_I E 1 1 I Ii 1 1 I 1 I 1 I 1 I I I J J 1 I I J I I f I I I I I 1 I I I 1 I I I I f I I I I ( M I 1 I I 1 1 l1111 i I ' ' 0 1 1 1 1 ' 1 1 f 1 -1 -. .- 1 1 ..... i I I I I I I I I II € III I I / I ■ ate■ __- _____■ I I I ` 1 1 1 1 I 1 1 1 1 =� WOMENSK1 _1 _ :_ r ____ . �= I \ 11 I I I I I I I 1 1 _ I I I 1 I 1 1 1 I 1 1_ , 1 BL OV L 1 ■ ■ • • ■ ■ • I i I I [ I I r I l L I \~ // - J IIIF $ O DRAWN BY: JNF A303 DATE ISSUED: 03.25.16 A B S. B206 RESTROOM ENLARGED PLAN 4. B206 WOMEN'S RESTROOM ELEVATION SCALE 1/4"= 1'-0" SCALE: 1/4"= 1'-0" A3O2 SHEET: LRS Architects,Inc.II 2016 PERMIT SET 03.25. 16 1.ns ARCHITECTS CLEAR SILICONE CAULK AT SEAM 2' CLEAR SILICONE CAULK AT SEAM(TYP) " (TYP) PROVIDE(2)#8 SHEET METAL 720 NW Davis 503.221.1121 / / / 2'-1 y SCREWS AT EA.BRACE Suite 300 503 221.2077 D PLASTIC LAMINATE COUNTERTOP&SPLASH CHROME ACCESSIBLE FAUCET ATTACHMENT TO STRUCTURAL 20 GA.3 5/8"STUD BRACING TO i/ AT ALL EXPOSED SURFACES&EDGES(SEE MEMBER TYP. STRUCTURE @$'a"Q.C. Portland OR 97209 www.irsarchitects.com ELEVATION)OVER 3/4"SUBSTRATE 6.5"DEEP ADA COMPLIANT STAINLESS STEEL KITCHEN SINK PROVIDE 2"X 1/8"LIGHT&SOUND 2" SEALING GASKET CONTINUOUS • r /f •• PLASTIC LAMINATE COUNTERTOP BETWEEN WALL&CEILING s _ '' &SPLASH AT ALL EXPOSED o 4440 z1---�,`s� DRAWER -� �` " SURFACES&EDGES{SEE j-_ `J► a VERIFY HEIGHT 4$1) .� ^—* ") ELEVATION)OVER 3/4" / 'kS, 4. I MEDIUM-DENSITY FIBERBOARD *,„ 2'-0"MIN. ;_ r RECYCLE CONTAINER '�' • MADE W/EXTERIOR GLUE. PROVIDE(2)FASTENERS @ EA. `� MIMI C''U lAtt"4 �� BRACE STUD CONNECTION TO TOP �rt 4 ALUMINUM PULLS,4"WIRE BRUSHED OF WALL STUD �� 0/ ' II PLASTIC LAMINATE AT ALL P ti.4 MON i I SEMI-EXPOSED SURFACES OVER `� I 3/4"SUBSTRATE;SELF EDGE " PLASTIC LAMINATE OVER 3/4" `� �' ce SUBSTRATE REMOVABLE BASE O► N I I N U CABINET DOORS W/ FULLY '4.41 CONCEALED EUROPEAN HINGE & 3-5/8"25 GA.(362S125-18)MTL P OW- 1 I /BLACK HEAT STUDS @ 24"O.C.WITH 5/8"GYP. Ii Oj PROOFWRAP BD.EACH SIDE. PROVIDE 3"SOUNDBASE AS SPECIFIED;REFER TO @ EXPOSED i~, QUICK SNAP OFF CAPABILITY ATTENUATION BATT INSULATION ` I ELEVATION PIPING N FRICTION FIT IN STUD SPACE AND I\ 1I - WHITE INTERIOR(TYP) ACOUSTIC SEALANT @CEILING 0 .....1____ WHITE ,.' RUBBER BASE POWDER DRIVEN ANCHOR - ;�� AT Z-0"O.C.THRU MTL. CONSULTANT: - ♦ T.O.FIN.FLR7 T.O.FIN.FLR I6 to �+ STUD TRACK,UON — — BASE ON BOTH SIDES AS UNDERCUT BY 1/4"FOR FLOOR SPECIFIED �: CLEARANCE ✓,i __ EXISTING SLAB CONTINUE FLOOR FINISH UNDER CABINET AT SINK,SEE FLOOR PLAN 7. LOWER CABINET WI DRAWER & DOOR 4. TYPICAL LOWER CABINET wl SINK 1. BUILDING STANDARD PARTITION SCALE: 1"= 1'-0" SCALE: NOT TO SCALE SCALE: 1/2"= 1'-0" / 4'-2"U.O.N. / CLEAR SILICONE CAULK AT SEAM(TYP) CONTINUOUS PLASTIC LAMINATE COUNTERTOP&SPLASH FRENCH CLEAT AT ALL EXPOSED SURFACES&EDGES(SEE ELEVATION)OVER 3/4"SUBSTRATE y 2'-0"U.O.N. y 2" 1 1 PLASTIC LAMINATE AT ALL EXPOSED& ti. - / • SEMI-EXPOSED SURFACES OVER 3/4" Eo SUBSTRATE;SELF EDGE • it .--=::1 LT -- 6" •DRAWER • WHITE INTERIOR w/ ADJUSTABLE SHELVES(TYP) 4"WIRE PULLS,BRUSHED I . ALUMINUM(TYP) • - : WHITE INTERIOR(TYP) • PLASTIC LAMINATE AT ALL - : : : : — SEMI EXPOSED SURFACES OVER o { 4"WIRE PULLS, BRUSHED • 3/4"SUBSTRATE;SELF EDGE r, ALUMINUM(TYP) -- k, 1 - - ' WHITE INTERIOR w!ADJUSTABLE PLASTIC LAMINATE AT ALL EXPOSED& PROJECT NUMBER: 216022 777 • : SHELVES(TYP) r 1 SEMI-EXPOSED SURFACES OVER 3/4" SUBSTRATE;SELF EDGE • BASE AS SPECIFIED;REFER TO I MICROWAVE I Consumer Cellular ELEVATION I (NIC) OPEN TO WALL;NO BACK TI • J -- VERIFY SIZE OF MICROWAVE WITH TENANT T.O.FIN.FLR t PRIOR TO CONSTRUCTION Building B / 3'-0" 12259 12259 SW 69th Ave. Tigard, OR 97223 5. LOWER CABINET W/DRAWER & DOOR 2. MICROWAVE CABINET SECTION SCALE: 1"= 1-0" SCALE: 1"= V-0" • 4DA COMPLIANT MIRROR CONTINUOUS .. PLASTIC LAMINATE COUNTERTOP& FRENCH CLEAT 2'-O" SPLASH AT ALL EXPOSED / / SURFACES&EDGES(SEE f 2'-0"U.O.N. ELEVATION)OVER 3/4" PLASTIC LAMINATE AT MEDIUM-DENSITY FIBERBOARD ALL EXPOSED& • MADE W/EXTERIOR GLUE. SEMI-EXPOSED _ SURFACES OVER 3/4" BLOCKING AS REQUIRED I ! �f- SUBSTRATE;SELF ` / EDGE SHEET TITLE: I Building B Z m occ ----..------- 2X4 Details LEDGER-BACK& LL LT_ v o WHITE INTERIOR w/ SIDES p 1- 0 . ADJUSTABLE ADA COMPLIANT SINK TO / z r,-,-_ " : SHELVES(TYP) BE INSTALLED w/CLEAR m 0 O " • CAULK AT ALL SEAMS N o N i M � r . . CONTINUOUS STEEL 4"WIRE PULLS, ANGLE SUPPORT BRUSHED . d ALUMINUM(TYP) 1'-1" / 11" / DRAWN BY: JNF HEAT PROOF WRAP @i —_- EXPOSED PIPING • DATE ISSUED: 03.25.16 , , TA_FIN.FLR 0 6. SECTION THRU VANITY 3. TYPICAL 3' HIGH UPPER CABINET SCALE: 1"= 1-0" SCALE: 1"= 1-0" A3O3 SHEET: LRS Architects,Inc.©2016 PERMIT SET 03.25. 16 V-0" f3'-0" f.Vi, 4'-0" 1 y 2-O" A, 6 0" A, 2'-0" y y 3'-0" yy6-0" y y 6'-0" y�— --'k- 1 1 1 1 't—'II 1i 1 'I( ,0 lc=r=r1F1/ /\ ARCHITECTS 11 / \ II r, 720 NW Davis 503.221.1121 B'o TEMP ____N_ C, o o\ Suite 300 503 221.2077 D r• N.—\ ...3 C=3 / Portland OR 97209 wwwirsarchitects.com Z? o a \ / TiMP M ` c� c, \ / TEMP TEMP \\/j • • • • 041) 44) CIO SINGLE OPENING w/RELITE (e) DOUBLE OPENING w1 RELITES A B FL FLUSH PANEL FLUSH PANEL FULL LITE . cs t MEM C.STM NOTES: NOTES: 0 0 1. ALL NEW FRAMES TO BE KNOCKDOWN(BLACK)UNLESS OTHERWISE NOTED. 1. ALL NEW DOORS TO BE SOLID WOOD TO MATCH EXISTING BUILDING STANDARD DOOR ti4P0FtrLAMO, R " TYPE AND FINISH. 2. PROVIDE TEMPERED GLASS AT ALL RELITES UNLESS OTHERWISE NOTED.' 2. PROVIDE NEW ADA LEVER STYLE DOOR HARDWARE TO MATCH EXISTING. REPLACE 60 ALL ORB DOOR HANDLES WITH LEVER STYLE WHERE APPLICABLE. OPENING DOOR FRAME CONSULTANT: 3. DOOR FRAMES & RELITE TYPES 2. DOOR TYPES No. Size ROOM NAME Thick. Type Material Finish Type Material Finish SCALE: 1/4"= 1-0" SCALE: 1/4"= 11-0" (E)B100A (E) LOBBY (E) (E) (E) (E) (E) (E) (E) (E)B100B (E) LOBBY (E) (E) (E) (E) (E) (E) (E) (E)B100C (E) LOBBY (E) (E) (E) (E) (E) (E) (E) (E)B100D (E) LOBBY (E) (E) (E) (E) (E) (E) (E) (E)B100E (E) LOBBY (E) (E) (E) (E) (E) (E) (E) (E)8103 (E) EQUIPMENT (E) (E) (E) (E) (E) (E) (E) (E)13104 (E) JANITORS CLOSET (E) (E) (E) (E) (E) (E) (E) (E)B105A (E) ELECTRICAL ROOM (E) (E) (E) (E) (E) (E) (E) (E)B105B (E) ELECTRICAL ROOM (E) (E) (E) (E) (E) (E) (E) (N)B106 3'-0"x 7'-0" SINGLE USE RESTROOM 1-3/4" A SC WD TS A STL-KD MFR (N)B107 3'-0"x 7'-0" SINGLE USE RESTROOM 1-3/4" A SC WO TS A STL-KD MFR (N)B108 6'-O"x 7'-0" BREAK ROOM 1-3/4" C SC WD TS B STL-KD MFR (E)B109 (E) STAIRS (E) (E) (E) (E) (E) (E) (E) OPENING DOOR FRAME (N)B110 3'-0"x 7'-0" STORAGE 1-3/4" A SC WD TS A STL-KD MFR PROJECT NUMBER: 216022 (N)Bill 3'-0"x 7'-0" CONFERENCE ROOM 1-3/4" A SC WD TS A STL-KD MFR No. Size ROOM NAME Thick. Type Material Finish Type Material Finish • (E)B200A (E) UPPER LOBBY (E) (E) (E) (E) (E) (E) (E) (E)B112A (E) EXIT COORIDOR (E) (E) (E) (E) (E) (E) (E) Consumer Cellular (E)B112B (E) EXIT COORIDOR (E) (E) (E) (E) (E) (E) (E) TI (N)B200B 6'-0"x 7'-0" UPPER LOBBY 1-3/4" B SC WD TS A STL-KD MFR . (E)8115 (E) RECREATION AREA (E) (E) (E) (E) (E) (E) (E) Building B (E)8201 (E) TRAINING ROOM (E) (E) (E) (E) (E) (E) (E) 12259 SW 69th Ave. (E)B116 (E) WOMENS RESTROOM (E) (E) (E) (E) (E) (E) (E) Tigard, OR 97223 (E)8204 (E) CONFERENCE (E) (E) (E) (E) (E) (E) (E) - g : (E)B117 (E) MENS RESTROOM (E) (E) (E) (E) (E) (E) (E) (E)B206 (E) WOMENS RESTROOM (E) (E) (E) (E) (E) (E) (E) (E)B118A (E) COORIDOR (E) (E) (E) (E) (E) (E) (E) (E)8207 (E) MENS RESTROOM (E) (E) (E) (E) (E) (E) (E) (E)B118B (E) COORIDOR (E) (E) (E) (E) (E) (E) (E) (E)B208 (E) TELEPHONE ROOM (E) (E) (E) (E) (E) (E) (E) (E)B118C (E) COORIDOR (E) (E) (E) (E) (E) (E) (E) (E)B209 (E) ELECTRICAL ROOM (E) (E) (E) (E) (E) (E) (E) (E)B120 (E) TRAINING ROOM (E) (E) (E) (E) (E) (E) (E) (E)8210 (E) JANITORS CLOSET (E) (E) (E) (E) (E) (E) (E) (E)B121 (E) TRAINING ROOM (E) (E) (E) (E) (E) (E) (E) (E)B211 (E) HUDDLE (E) (E) (E) (E) (E) (E) (E) (E)8122 (E) STORAGE (E) (E) (E) (E) (E) (E) (E) (E)6212 (E) HUDDLE (E) (E) (E) (E) (E) (E) (E) (E)B123A (E) EXIT COORIDOR (E) (E) (E) (E) (E) (E) (E) (E)B215 (E) CONFERENCE (E) (E) (E) (E) (E) (E) (E) (E)B123B (E) EXIT COORIDOR (E) (E) (E) (E) (E) (E) (E) (N)B218 3'-O"x 7'-0" OFFICE 1-3/4" A SC WD TS A STL-KD MFR (E)B123C (E) EXTERIOR (E) (E) (E) (E) (E) (E) (E) (N)B219 3'-0"x 7'-0" OFFICE 1-3/4" A SC WD TS A STL-KD MFR (E)8124 (E) CONFERENCE ROOM (E) (E) (E) (E) (E) (E) (E) SHEET TITLE: (E)B220 (E) MOTHERS ROOM (E) (E) (E) (E) (E) (E) (E) (E)B125 (E) EXIT (E) (E) (E) (E) (E) (E) (E) BLDG B (E)B221A (E) STAIRS (E) (E) (E) (E) (E) (E) (E) (E)B128 (E) IDF ROOM (E) (E) (E) (E) (E) (E) (E) . Door &Windows (E)82218 (E) STAIRS (E) (E) (E) (E) (E) (E) (E) (E)B129 (E) ,OFFICE (E) (E) (E) (E) (E) (E) (E) Schedule (E)B222A (E) STAIRS (E) (E) (E) (E) (E) (E) (E) (E)B130 (E) OFFICE (E) (E) (E) (E) (E) (E) (E) (E)B222B (E) STAIRS (E) (E) (E) (E) (E) (E) (E) (N)8132 3'-O"x 7'-0" STAIRS _ 1-3/4" A SC WD TS A STL-KD MFR ii 4 DRAWN BY: JNF DATE ISSUED: 03.25.16 4. BUILDING B SECOND FLOOR DOOR SCHEDULE 1. BUILDING B FIRST FLOOR DOOR SCHEDULE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SHEET: A40I LRS Architects,Inc.©2016 PERMIT SET 03.25. 16