The URL can be used to link to this page

Plans (6) BU P2016 - 00130 CONSUIL4EIR CELLULAR TI Lr'S ARCHITECTS 720 NW Davis 503.221.1121 A' Suite 300 503 221.2077 Portland OR 97209 www.Irsarchitects.com TIGARD CORPORATE CENTER 4,49 „, 12447 SW 69TH BUILDING C VE. i,S , L %,.....}.......0771q - -,• TIGARD, OR 97223 OF 0 03. 25. 16 PROJECT DIRECTORY PROJECT SUMMARY CONSULTANT: PROJECT MANAGER: L GENERAL INFORMATION: IV. ADA ACCESSIBILITY UPGRADES: DISTANCE TO AN EXTINGUISHER FROM ANY PORTION JLL Rich Buchco:richp.buchco@am.jll.com UPGRADES REQUIRED: OF THE BUILDING SHALL NOT EXCEED 75 FEET. 1120 NW Couch,Suite 500 PROJECT NAME: CONSUMER CELLULAR TI PROVIDE FIRE EXTINGUISHER IN ACCORDANCE WITH PROJECT ADDRESS: 12447 SW 69TH AVE ,. UPGRADING ADA PARKING SIGNS CURRENT CODES. PROVIDE NEW FIRE EXTINGUISHER Portland,Oregon 97209 2. ADDING VERTICAL GRAB BARS ,' �;�� Telephone(503)972-8000 BUILDING CAT ALL EXISTING CABINETS WHERE MISSING. ALL TIGARD, OR 97223 REUSED EXISTING FIRE EXTINGUISHERS ARE TO BE MAP/TAX LOT: W262654 V. EMERGENCY SYSTEM STANDARDS: INSPECTED AND/OR RECHARGED,AS NECESSARY, APR 13 2016 ARCHITECT: JUST PRIOR TO SUBSTANTIAL COMPLETION. IL APPLICABLE CODES: CITY OrTIGARD LRS Architects, Inc. Michelle Startt: mstarti@[rsarchitects.com 1. BUILDING IS FULLY SPRINKLERED(NEPA 13). MAKE 720 NW Davis,Suite 300 Jacqueline Flahive: jflahive@Irsarchitects.com 2012 INTERNATIONAL BUILDING CODE(IBC) CODE MINIMUM CORRECTIONS AS REQUIRED PER BUILDING DIVISION Portland,Oregon 97209 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) NEW PLAN. Telephone(503)221-1121 2014 OREGON MECHANICAL SPECIALTY CODE(GMSC) 2. IN BUILDINGS WITH EXISTING SMOKE DETECTORS: 2014 OREGON FIRE CODE PROVIDE CODE MINIMUM CORRECTIONS AS GENERAL CONTRACTOR: 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE REQUIRED. SMOKE DETECTORS TO BE TIED TO THE (OEESC) BUILDING ALARM SYSTEM. Swinerton Builders Branch Foote:bfoote@swinerton.com 2014 OREGON PLUMBING SPECIALTY CODE(OPSC) 3. IN BUILDINGS EQUIPPED WITH AN EXISTING VISUAL 308 SW Second Avenue,Suite 210 2014 OREGON ELECTRICAL SPECIALTY CODE(OESC) STROBE SYSTEM:PROVIDE CODE MINIMUM Portland,Oregon 97204 III. OREGON ENERGY EFFICIENT SPECIALTY CODE CORRECTIONS AS REQUIRED. IFA SYSTEM DOES NOT Telephone(503)224-6888 1. EXTERIOR ENVELOPE: NO CHANGE TO EXISTING EXIST, DO NOT ADD ONE. ENVELOPE. IF EXISTING EXTERIOR WALLS, CEILING 4. PROVIDE EMERGENCY EGRESS LIGHTING FOR THE DRAWING INDEX OR ROOF CAVITIES BECOME EXPOSED DURING THE EGRESS PATH IN ALL PUBLIC AND TENANT SPACES. ALTERATION, THEN CAVITIES ARE TO BE INSPECTED MINIMUM INTENSITY SHALL NOT BE LESS THAN 1 SHEET NAME FOR THERMAL INSULATION. FOOTCANDLE AT FLOOR LEVEL ALONG THE ENTIRE A001 COVER SHEET 2. INTERIOR LIGHTING. LENGTH OF THE PATH. CONNECT TO BUILDING A100 GENERAL NOTES&STANDARD MOUNTING HEIGHTS 3. EXTERIOR LIGHTING: NO CHANGE TO EXISTING ELECTRICAL SYSTEM. A101 SUSPENDED CEILING AND LIGHT INSTALLATION GUIDE EXTERIOR LIGHTING. 5. PROVIDE EXIT SIGNAGE. EXIT SIGNAGE SHALL BE A201a FIRST FLOOR DEMOLITION PLAN 4. MECHANICAL: NO CHANGE TO EXISTING MECHANICAL CONNECTED TO BUILDING POWER SUPPLY WITH SYSTEMS. BATTERY BACK-UP FOR MIN 1-1/2 HOUR DURATION. A201b SECOND FLOOR DEMOLITION PLAN 5. ACCORDING TO SECTION 101.4, DURING A BUILDING A202a FIRST FLOOR FLOOR PLAN ALTERATION, RENOVATION OR REPAIR,ALL EXISTING 6. PROVIDE CODE MINIMUM FIRE ALARM CONNECTIONS A202b SECOND FLOOR FLOOR PLAN UNALTERED PORTIONS OF THE BUILDING AND AS REQUIRED. A203a FIRST FLOOR REFLECTED CEILING PLAN BUILDING SYSTEMS SHALL REMAIN UNCHANGED AND 7. SURVEY EXISTING CONDITIONS OF ENTIRE FLOOR A203b SECOND FLOOR REFLECTED CEILING PLAN IN COMPLIANCE WITH WITH OEESC. THAT PROJECT OCCURS,AND PROVIDE NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER WITH A301 ELEVATIONS PROJECT NUMBER: 216022 RATING OF NOT LESS THAN 2A 108/C FOR EACH 1,500 A302 ELEVATIONS&DETAILS S.F. OF FLOOR AREA OR FRACTION THEREOF. TRAVEL A401 DOOR&WINDOW SCHEDULE Consumer Cellular 71 DEFERRED SUBMITTALS - DESIGN BUILD ELECTRICAL SYSTEMS LOW VOLTAGE SYSTEMS ACCESSIBLE PARKING (AER TABLE 1106.1) Building C MECHANICAL SYSTEMS SPRINKLER SYSTEMS GENERAL NOTES 12447 SW 69th Ave. PLUMBING SYSTEMS EGRESS LIGHTING TOTAL Tigard, OR 97223 FIRE ALARM SYSTEMS THE SITE PLAN AND SUITE LOCATION PLAN ARE FOR REFERENCE ONLY. SEE ALL OTHER PLAN SHEETS FOR MINIMUM NUMBER OF NUMBER OF VAN "WHEELCHAIR USER CONTRACT DOCUMENT INFORMATION. THE PROJECT SUMMARY IDENTIFIES SOME SPECIFIC OSSC PARKING IN ACCESSIBLE SPACES ACCSESlBLE SPACES ONLY SPACES REQUIREMENTS BUT IS NOT INTENDED TO LIST ALL OSSC REQUIREMENTS. LOT REQUIRED 4 1 — 112 PROPOSED 4 2 — *VERIFY EXISTING ADA SIGNAGE IS CURRENT. SEE 3/A001. 1 RESERVED BUILDING B BUILDING C PARKING <, _ ALUM SIGN(R7-8) . cn T alati valley -. Q - Fire&Rescue • 8P), � ALUM SIGN(R7- Tualatin vaHeY Fire 'T) , 7--- WHERE APPLICABLE &Rescue(rYFaR)._ . 3 - c ,a , , .I' SW Dartmouth St SW Dartmouth St VAN a SW Iaa? I`r„ � ”` ACCESSIBLE BLE • .: e� �. » .. � z z J 25”G A b >.: H c i STEEL TUBE POST .� r, a_ - CONCALUM SIGN(OR7-8c), 1x7xsswr, ,Ave ;r ' =: �. � -? z FOOTING WI TOP CAP WHERE APPLICABLE SHEET TITLE: e 1 OPE _ �� -. � - � � �:` �� v� � l4"MIN 5L - Sr. • j j j j JOINT ~ _ FILLER SITE PAVING �WHEELCHAIR1 Cover Sheet D co ,C .-. ro t �. n OR GRADE u� I a USER ONLY - . c J • E 4 C , a I I z._-.. - H DEFERRED i 73t; — = Q o — a� F e: I_ = Fire Sprinkler N a SW Elmhurst St ? ---- : - St SW Elmhurst Si * ` Fire arm -.. _ .._. b Mechanic � � Mechanical �., CO a Plumbing s DRAWN BY: JNF a • - Electrical Truss En ineerin n � re-irM Co ,.a �,dg� g 1p DATE ISSUED: 03.25.16 '� Shop Drawings Other I NOTE:USE LOCAL JURISDICTION STANDARD ACCESSIBLE SIGN REQUIREMENTS FOR NUMBER OF SIGNS, SIZE, SIGN'S CONTEXT&DESIGN. ONLY USE SIGN DETAILS WHEN STANDARD SIGNS ARE NOTAVAILABLE, ORNOT REQUIREDCITY OF TIG1. VICINITY MAP 2. SITE PLAN 3. ACCESSIBLE PARKING SIGN POSTREVIEWEDFORCODE LIANCE \ 3Approved: SCALE: NOT TO SCALE lEfl Z SCALE: NOT TO SCALE SCALE: 1"= 1'-0" OTC: e Avz1 .`x\Itt„z A001 Permit# : p� .LLc47j[' SHEET: Address: i ,J Suite #: �� I �J"---- By: �L.4412______ Date: L 1 PERMIT SET 03.25. 16 OFFICE COPY COMMON PATH TRAVEL DISTANCE FROM MOST LEGEND (SEE EGRESS PLAN BELOW) _ ' .f -�' REMOTE POINT BEFORE TWO WAYS PROVIDED �f�� --=_ �. I r - bil- _, , 100'MAX.(SPRINKLERS PROVIDED)PER TABLE 1014.3; �Ll,/LLd AREA OF WORK - r!!eie1� Ile 0� �1e ( 111 00 ee a , Oa 0e re ACTUAL DISTANCE=126'-11" ``� � — — --i _ I T l - - - - 44"MIN. EXIT EGRESS PATH ARCHITECTS 0 Li�, _;Li , n o BOCCUPANCY GROUP 720 NW Davis 503.221.1121 �' _� p p u i pi X ROOM OCCUPANT LOAD PER SECTION 1004 Suite 300 503 221.2077 0 \ I X o�o s.ilid Mil DWI Mil 11611111 Ma -- , �I v o (XX) ACCUMULATIVE OCCUPANT LOAD Portland OR 97209 www.lrsarchitects.com - --t-7j-T-trd' rij amii ism F41---IFFtri poi ins ea - `� — _ 4) _. I AU ACCESSORY USE WITH NO SEPARATION REQUIRED _ E�1 126'-111 AND CALCULATED AS PART OF MAJOR USE FOR 1111111 .�—II EIS \ � � E --�J4041) I AREA IF NECESSARY USES OCCUPIES UNDER 10% � -;-- " I , \ FOF MAJOR L OR PER 508.2PANCY CLASSIFICATION AREA PER „I i -\ - I I►�111�t11 _ 0660. /� ��—= i �- o I \ • _ —_T , ,� ___� 1,, H — ® 8+, EXIT SIGN w/INTEGRATED DIRECTIONAL ARROW a�,SIA E 0 117'-2” -Z- �4 ® E WHERE OCCURS AT ALL EXITS,EVERY 100'IN I OCCUPANCY \ CORRIDORS,AND IN SPACES WHERE 2 MODES OF •/� �1 I 1ii runse1 �e NgB eel r I �,- � _ -Sr ,Me e- �!� EGRESS ARE REQUIRED PER SECTION 1011. (REFER (� � , lir- �,- ----- TO ELECTRICAL DRAWINGS FOR MORE 635 17 2 T IsINFORMATION).POCHE INDICATES"EXIT"TEXT SIDE FE mire e e e \ . e eje e 1 OF SIGN. SIGNS SHOWN IN CORRIDORS ARE VI41 OF rke CEILING HUNG. SIGNS SHOWN ON WALL ARE WALL e die roe �� e e ,`` �e 4�e mg, MINIMUM DISTANCE ALLOWED BETWEEN EXITS HUNG. �.1� ' ® ®� rarest' -� \ _ PER SECTION 1015.2.1 EXCEPT.2(SPRINKLERS I I I ,_ T ,,i PROVIDED): E REQUIRED EXIT II III II r1�so 1= a s o a a cm d \ ALLOWED DISTANCE: 252'-0"(DIAGONAL DISTANCE)/3=84'-0"MIN. �p nil in pip IA �\ \ p p ACTUAL.DISTANCE-11T-2" CONSULTANT: �e e��te 6011,1" 0� esi • e lel e \Mir e i it Xs i _ ! BUILDING INFORMATION v a v o of v o o •�' a i - o o ill o o 'd!i° a BUILDING TYPE TYPE VB 1 Laen��®pl� liSEN I�➢oTs9m�� . .. . .. p p .. LSEM INe� '. I�p�TT�ei 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 I. BUILDING C SECOND FLOOR LAYOUT 1st B 19,409 100 194 SCALE: 1/16"- 1-0" ED Z 1st A 1,50 15 110 2nd B 20,011 100 200 TOTAL 41,070 - 504 (76+67=143) _ _ I. I14._._ I- _ — — — _ -- -- CODE SUMMARY (SEE EGRESS PLAN BELOVV) at 11 11111 ' _ e galling paillime ilial 'IN TO MILO Rai bin REQUIRED EXITS PER SECTION 1015 la in\ co 00 L it JL OCCUPANCY SPRINKLERED REQUIRED PROPOSED Te pillilie gp — - -Liur 11 JLuu, Ei ` ii /I, mit 1 I SECOND FLR B Y 2 3 \` — _ _ _ _ B OCCUPANCY € — — -i ® \ ® _ I MINIMUM DISTANCE ALLOWED BETWEEN EXITS PER 1015.2.1 ,f �' T \ \ ,� —' COMMON PATH TRAVEL DISTANCE FROM MOST OCCUPANCY SPRINKLERED REQUIRED PROPOSED Ilill (� i \ REMOTE POINT BEFORE TWO WAYS PROVIDED FIRST FLR B Y 84'-0" 1171-11* •' 1{� \ 1R�► 100'MAX.(SPRINKLERS PROVIDED)PER TABLE 1014.3; 1' I "e`'� — — a 'I ACTUAL DISTANCE=128'-8" SECOND FLR B Y 84`-0" 117=2" ®{76+67_143} J — _. _ , \�} I i-EE, -I (76+67=143) PROJECT NUMBER: 216022 " MINIMUM DISTANCE ALLOWED BETWEEN EXITS a 1 . • 4 o o — o o • • • • J �•S PER SECTION 1015.2.1 EXCEPT.2(SPRINKLERS EXIT ACCESS TRAVEL DISTANCE FROM MOST REMOTE POINT PER ^�,, I I �'� , f1 PROVIDED): I \ U I ALLOWED DISTANCE 252'-0"(DIAGONAL TABLE 1016.2 Consumer Cellular r ___.r... 1 F— I DISTANCE)/3=84'-0"MIN. OCCUPANCY SPRINKLERED REQUIRED PROPOSED L. -. • ACTUAL DISTANCE-11T-11" FIRST FLR B Y 300'MAX 110'-0" TI -----. C ( V \ SECOND FLR B Y 300'MAX 112'-3" Building C a Q a . I 12447 SW 69th Ave. f \ Tigard, OR 97223 / - - - W \ I COMMON PATH TRAVEL DISTANCE FROM MOST REMOTE POINT ai l E A3 BEFORE 2 WAYS PROVIDED PER TABLE 1014.3 IN illtios EA mil T NE `.„ OCCUPANCY SPRINKLERED REQUIRED PROPOSED a (76) FIRST FLR B Y 100'MAX 73'-0" SECOND FLR B Y 100'MAX 60'-3" PLUMBING FIXTURE COUNT REQUIREMENTS (PER TABLE 2902.1) 2. BUILDING C FIRST FL OOR LAYOUT WATER CLOSETS LAVATORIES DRINKING C9 OCCUPANCY FIXTURES SCALE: 1/16"- 1-0" Z MALE FEMALE MALE FEMALE FOUNTAINS REQUIRED 8 8 4 4 D B • PROPOSED 8 10 4 4 2. SHEET TITLE: CODE PLANS DRAWN BY: JNF DATE ISSUED: 03.25.16 SHEET: A002 PERMIT SET 03.25. 16 • GENERAL NOTES 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 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 1 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 it 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 El 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 Portland OR 97209 www.lrsarchitec#s.com 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. 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. j . 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. A.0.-,' .04, cdti 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 rt., =ME c MITT .74 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. 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 IN STANDARD DUPLEX BOXES, UNLESS OTHERWISE INDICATED. 1,4444(911r3CONSTRUCTION. PROJECT AREA TO A MAXIMUM PRESSURE OF 5 LBS. TO COMPLY W/TH ADA REQUIREMENTS. AS WELL AS OTHER FEATURES DEEMED NECESSARY BY CURRENT NATIONAL F/RE 75. KNOWN EXISTING(E)ELECTRICAL AND PHONE/DATA OUTLETS HAVE BEEN INDICATED ON THE �� ,�, 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. 1255 8. KEEP PROJECT AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS. DRAWINGS BY ARCHITECT. 76. VERIFY WITH TENANT OR OWNER LOCATIONS OF ELECTRICAL AND VOICE/DATA OUTLETS FOR 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. PAYALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES SYSTEMS FURNITURE PRIOR TO INSTALLATION. N.Vit V CORE DRILLING), OR ODORS(i.e., 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. RELAMP AND 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 OF A PERIOD OF ONE YEAR, UPON FINAL COMPLETION OF CONTRACT. 36. PROVIDE A 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 ARCHITECTS 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 ARCHITECTS 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 ONLYAND 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 ONLYAND 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 ONLYAND 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. PAYALL 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 Gell ular TOWEL DISPENSER AND END OF GENERAL NOTES WASTE RECEPTACLE HAND DRYER TI EXIT SIGN COAT&UTILLIQ SOAP r 3'-4" 1-2" Building C TYPICAL DOOR - , q DISPENSER g 36"MAX 12447 SW 69th Ave. OPENING �g TO RAISEDT4"MIN ACCESSORY ZONE Tigard, OR 97223 CHARACTERS ti _I _ I `i. 1 -} ` of -sr O o---�1r '%„N', N r -49 L CARD zU tocd d , %///% ///// READER ""t O '� v 0v i- z9• Ka ;-- iv 4'-0" ♦ ♦ )► .` II 42"MAX • W = r� >�� w*6= z 111 TYPICAL AT DOOR WA )10 00 IMINI ',Ida wr = iht7 TOILET ROOM MOUNTINGS TOILET-SURFACE MOUNT 11 tril _ g . ACCESSORY ZONE(SECTION 604.7) v. "OV t�!I��►��i VISIBLE SYMBOLS,EACH FIRE ALARM SIGNAUSTROBE ANNUNCIATOR PANEL L J ��'" ■ " OPERABLE THERMOSTAT • 10 MAX MIN.21/2 HIGH EXISTING ELEVATOR 54"MAX FIRE EXTINGUISHER SIGN WALL MOUNTED FIRE 2'_6" ELEVATOR TO COMPLY WITH MOUNTED PHONE EMERGENCY POWER Fig.308.2.1 Fig.308.3.1 CALL BUTTON =PULL EXTINGUISHER RECESSED FIRE OFF PUSH BUTTON \\I AHJ.AND ADA EXTINGUISHER CABINET CLEAR FLOOR SPACE CLEAR FLOOR SPACE UNOBSTRUCTED UNOBSTRUCTED 3'-4" 1-2" ELECTRICAL OUTLET STATION TACTILE PARALLEL APPROACH FORWARD APPROACH FORWARD REACH SIDE REACH 36"MAX INTERCOM •(.4-1 SIGNAGE ELECTRICAL OUTLET TELEPHONE STATION �' i� BASE OF 4"MIN AT GASEWORK OUTLET AND (3� �C ARACTER � /f�� 4"MAX SWITCHES * � , ACCESSORY ZONE „.....„....A_ x if...___ �_ /% -fir t� z (31 `4• -II - (�+♦ ❑0 Zr -'t t3a 1--_1*. " Z -'k (31 �C 1/��i�� i w ¢ = 0111 = m ❑ O COv `AM1i ! % 4 ,FIFA&Imi; j % - r Is - � w o � U t? m O O Q � Q � U - m o " (��11 i ` ,0/1I , ,'/ �, p ¢ ..$ 1._ w O w w m O m d v. SHEET TITLE: 20"MAX >20"-25" � " O z ° _ w a v `r p 0 �- z i a �i11�i, - F- - O U O F- OD v Fig.30$.2.2 oo ck • • N N N N N • • • • • General Notes & OBSTRUCTED HIGH FORWARD REACH N 42"MAX 51_0. S tan lord Mo un tin 10"MAX >10"-24° A TOILET-RECESSED MOUNT TYPICAL AT ELEVATOR MISCELLANEOUS WALL MOUNTINGS O OTHER FIXTURES ACCESSORY ZONE(SECTION 604.7) LOWED IN THIS AR 12"MIN 32"CLEAR AT w Heights • ' LIMITS OF PROTRUDING OBJECTS " 3'-4" 24"MIN a iv 3112 MAX 12"MAX -1 #- 36"GRAB Bs-- 'J FOR PARALLEL - REFLECTIVE SHELF AND 18"VERTICAL "- ��' �.,� qc " 2 g>� EXCEPT/ONS: APPROACH SURFACE POLE 17 TO 25co " 1-I as 2 litA 1. HANDRAILS MAY PROTRUDE 41/2"MAX, " " -4' v d _ 15 MIN FOR 5 MAX12" r w ch 2. DOOR CLOSEST AND DOOR STOPS D I FOR FORWARD /// 42 GRAB BAR \ / �► MIN +�` z LAVATORY&LAV 2 "`�- -.._.., _, 4 SHALL BE PERMITTED TO BE 78"MIN LLI APPROFORWACH APPROACH o 1 - GRAB o, M 7 11 `S' URINAL M IN COUNTER 8"MIN DRAWN BY: JNF Fig.308.3.2 ABOVE FLOOR o �N.IIMI - - c�' cn z > ' N. = c 7z- � Ul a �° \ �' SCREEN r _ INSULATE EXPOSED i DATE ISSUED: 03.25.16 SPOUT OUTLET w "� LAV f- H�',,1 a `- I "vNipIll RIM zOBSTRUCTED HIGH SIDE REACH IGC/ANSI A117.1-2009 SECTION 30$REACH " U I-- L_,/-J S > _ .rjy �rl HOT WATER �� 0 z $ MIN U m w " Co c7 %i/iiiii II �I�� z RANGES(ALL DIMENSIONS ARE NOT TO SCALE) WA Q co 2 > g Cow '� i SUPPLY AND b 2- DRA a, All ¢ v �_�,� z v i" 1$"VERTICAL URINAL PIPES TYIP fir-- N M R GRAB BAR \ Miiii g `* ♦ ♦ u`S ♦ 1 0 co 6"M• 11"MIN m SIDE APPROACH jt;16-181, 42"GRAB BAR 6"MAX ell11° IN (h 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: PERMIT SET 03.25. 16 SUSPENDED CEILING PRESCRIPTIVE PROVISIONS FOR SEISMIC DESIGN CATEGORIES D, E & F L.FS 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 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 to prevent their spreading.Stabilizer bars,cross tees or other means to prevent spreading shall occur within 8" runners or to cross runners that have the same carrying capacity as the main runners. This document provides the IBC-2012 referenced standards for the installation of suspension systems for acoustical lay- • Terminals or services weighing 20 lbs but not more than 56 lbs shall have,in addition to requirement above,two of each wall. pp in ceilings. Incorporation of this document will provide a more uniform standard for installation and inspection.This 12-gage wires connecting them to the ceiling system hangers or the structure above. A R C H I T E C T S 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 g q Terminals or services weighing more than 56 lbs shall be supported directly from the structure above by Spreader bars are not required if a 90°intersecting cross or main is within 8"of the perimeter wall. for seismic design categories D,E&F for suspended ceilings and related items.Unless supported by engineering,the • approved hangers. 720 NW Davis 503.221.1121 `3 suspension system shall be installed per these requirements and those of the referenced documents.Manufacturer's • Where substantiating documentation has been provided to the local jurisdiction,perimeter dips may be used recommendations should be followed where applicable. to satisfy the requirements for spreader bars. Suite 300 503 221.2077 Sprinklers General Recommendations Hanger(Suspension)Wires " ^a VERTICAL STRUT.SEE Portland OR 97209 www.lrsarchitects.com See Detail 5/A101 For ceilings without rigid bracing,sprinkler head penetrations shall have a 2 oversized ring,sleeve or adapter • References sources per hierarchy:2012 International Building Code(IBC),American Society of Civil Engineers TABLE 1. through the ceiling tile to allow free movement of at least 1N in all horizontal directions.Flexible head design (ASCE 7-10),American Society of Testing Materials(ASTM C 635,ASTM C 636,ASTM E 580/E 580M),and 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) 4011V41) 41104 • 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 • 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 5/A101). 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 411CHELLEC.SIAM • 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 �► .A“(Thltr:3 (See Detail 1/A101). Electrical Fixtures center,State Patrol office,sheriffs office,or emergency communication dispatch center. ____\}�} LESS .�', ip • Changes in ceiling planes will require positive bracing. See Detail 8/A101 GRID }} G355 Alo.let The main beams and cross tees of the suspension system. � /►` (4)12 GAGE SPLAYED Lateral Force Bracing • Light fixtures weighing less than 10 lbs shall have one 12-gage hanger wire connected from the fixture to the HANGER WIRE \` ---4k111,111l� go,,oe BRACE WIRES See Detail 1/A101 structure above.This wire may be slack. '.. .10F0Vuv.f 10 or 12-gage soft annealed wire used as primary support for the grid system. Also called suspension wires. �• Li ht fixtures wei hin more than 10 lbs and less than 56 lbs shall have two 12 a e wires attached at P � M I Ceilings constructed of screw-or-nail-attached gypsum board on one level that are surrounded by and 9 weighing g LATERAL FORCE BRACING 1 }I III 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. •- II OR g requirements. Lightweighing supporteddirectly approvedThe bracing method used to prevent ceiling uplift or restrict lateral movement during a seismic event. Lateral I` ��',. design • fixtures wei hin more than 56 lbs shall be from the structure above by 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. • Lateral force bracing is the use of vertical struts(compression posts)and splay wires. • Pendant mounted fixtures shall be directly supported from the structure above using a 9-gage wire or an MAIN BEAM '*.r' (See Detail 1/A101). approved alternate support without using the ceiling suspensions system for direct support. The primary suspension member supported by hanger wires,also known as the main runner,carrying tee, • 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. carrying runner or mains. CONSULTANT: • Seismic splay wires are to be(4)12-gage wires attached to the main beam.Wires are arrayed 90°from MOLDING/CLOSURE ANGLE 3"MAX.TYP. Seismic Separation Joints A light gauge metal angle or channel fastened to teh perimeter wall or partition to support the perimeter ends each other and at an angle not exceeding 45°from the plane of the ceiling. of an acoustical ceilingnd • Seismic splay wires shall be attached to the grid and to the structure in such a manner that they can See Detail 9/A101 9 • r, � / support a design load of not less than 200 lbs or the actual design load,with a safetyfactor of 2, PERIMETER CLIPS a, PP 9 9 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 A whichever is greater(Detail 7B/A101). ceiling shall be provided unless analyses are performed of the ceilings bracing system,closure angles and the event of seismic activity and interlocks properly with ends of grid system. • Power Actuated Fasteners(PAF's),when used for seismic application as part of the prescriptive path in penetrations toprovide sufficient clearance. '�� 41 �" PERIMETER WIRES S q/ Seismic Design Categories D, E&F,shall have an ICC-ES approval for seismic applications and shall • The layout and location of the seismic separation joint shall beper the designer of record and noted on the8" O`' N brequire"speical inspection"irrespective of thetype of occupancy category the structure is in. PAF y P g Hanger wires placed within of the surrounding walls. G� 6 q P P p P cY 9 ►y plans. If a seismic separation joint is required by the designer,the designer may use the generic joint detailed PLENUM 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 98/A101). SPLAY WIRES 1. LATERAL FORCE BRACING • The vertical strut may be EMT conduit,metal studs or a proprietary compression post,see Table 1 below: Wall Moldings Wires installed at an angle rather than perpendicular to the grid. TABLE 1:Maximum Recommended Lengths for Vertical Struts See Details 4/A101 and 2/A101(or alternate proprietary option-3/A101) VERTICAL STRUTS SCALE: NOT TO SCALE 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 1 518"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 dips 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'-0"OC 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'-O"OC STRUCTURE.TRAPEZE AROUND DUCTS AND OTHER 10,,,,,,,,„11f----0 VERT STRUT LARGE DESTRUCTIONS. 8"MAX ,,--lt SECURE ALL RECESSED "MAX BUILDING STRUCTURE SURFACE MOUNTED FIXTURES TO .,�--� GRID&STRUC AS READ.LAY IN FIXTURE WIRES MAYBE SLACK. ~ / WALL -0 .01 7 N,,, .44, 8"MAX I� 90.00° G 1 4/42 WALL N i. ��G1 0 0 r ' , • , � 2 WALL MOLDING i� F �� 3/4", , . ... 4 0,,..„ - r O MIN @ �1 PROJECT NUMBER: 216022 8"MAX110, Q `o0. o ^ -UNATTACHED 0 �'► ^�/ \ � WALLS E� / ' 4 SECURE ALL HANGERS TO p '°0. LATERAL BRACING @ 12'-0"OC EA BUILDING STRUCTURE. ® ` o O' WAY, MAIN RUNNER TO STRUCTURE. TRAPEZE AROUND DUCTS AND Consumer Cellular 4.1.111111111 41i\ o SCREW BEGIN BRACING WITHIN 6'-0"OF OTHER LARGE OBSTRUCTIONS oPERIMETER AND 2"FROM CROSS TI ir ATTACH ONE SIDE OF GRID �•/ o MEMBER WHERE READ COUNTERSLOPE HANGERS �o� ` , / (SEE UNATTACHED DETAIL) ° ,,,,':%,„:„.......„,„„,„",... �0ADDITIONAL HANGERS AT ALL IF MORE THAN 1:6 OUT OF BuildingC QQ h / MEMBERS WITHIN 8"OF PERIMETER WITH PLUMB 11 ` SPREADER BAR SUPPORT WIRE @ 1:6 SLOPE 12447 SW 69th Ave. 4III, • PROPRIETARY CLIP, o `= OR OTHER SUITABLE SPREADER BAR READ AT UNATTACHED SIDE INSTALL PER MFR(MUST � , /, �o� '� SYSTEM REQUIRED TO Tigard, OR 97223 �' '4 BE APPROVED BY AHJ). oca,- KEEP PERIMETER ,� O .o o .-% / COMPONENTS FROM 2"CLOSURE ANGLE �q 4• d 1 Z ' �o� SPREADING APART ` .o �' ` . NOTES: .41 `0. ! ` O' -RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. -CEILING AREAS OF 1000 SQ FT OR LESS SHALL BE EXEMPT FROM LATERAL FORCE BRACING REQUIREMENTS. 2. ATTACHED WALL MOLDING 3" ATTACHED WALL MOLDING ALTERNATE 4. UNATTACHED 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 r TYPICAL CONNECTION LAY IN FIXTURE WIRES DEVICE CAPABLE OF MAY BE SLACK io CARRYING 100 LBS OR MOREo 0 0 o e 6 o a o a 2 AI0I ' 111 BUILDING STRUCTURE FLANGE ATTACHED / / . POP RIVET 3/4"MIN CEILING CLIP SHEET TITLE: 3 - 4 SUSPENDED A. FOR CEILING AREAS EXCEEDING 2,500 SQ FT I >< ...�..., A101 CEILING GRID 3 TURNS ly Suspended Ceiling A101 ® � � (g) ,44.00 VERTICAL HANGER WIRE4 \\ \\ /' // & Light Ins talla tion el / u, �� A. VERTICAL HANGER WIRE ATTACHMENT N / / U d Guide & Details <C ,�� 5/8"MAX ` \\ A / IMII r l -, z " PROVIDE SUPPORT FROM �\ /� �\ i� �� M II STRUCTURE / \ ,/ SOFFIT LATERALLY BRACE �� ` N /-„! \'r �k ;i- i TO STRUC ABOVE tY -- -- - a i ► �/ AI U+ m00%', BUILDING STRUCTURE ;t� EXTEND SOFFIT TO AT DRAWN BY: JNF A101 8 A101 / FIXTURE z ` *. LEAST BOTTOM PLANE OF DATE ISSUED: 03.25.16 ,..`: ti: CEILING GRID STEEL STRAP 1"WIDE x 2" REQUIRED SUPPORT: s 6" �, 1'-0" 5 LONG x 12 GAGE MINIMUM <10 LBS, 8.„ UNATTACHED 10-56 LBS?(2)2GAI WIRES .., 4 A101 3 TURNS .� o 0 0 0 0 0 <' 0 0 doOIL >56 LBS,SUPPORT DIRECTLY FROM STRUCTURE A101 SPLAYED SEISMIC WIRE PENDANT MOUNTED FIXTURES: .--- \ IL -a. - ••-• ”. -.c -ra- ,1 B. SPLAYED SEISMIC BRACING WIRE ATTACHMENT R°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: PERMIT SET 03.25.16 _. ... -- LFB \ , i ' �``' Y ` , ARCHITECTS 720 NW Davis 503.22t1121 �_-4,_ 1 a1 ice=—_��i ittl_____Iicl h�I 1 . I J' 1 Ji---0—I Ci - —1L- 0 hL umi . 1 I.... 1 I I r ..tel L„m..I I 0 I I ISI WiiiiiTr• I aiiiimlmeml Loi ' Suite 300 503 221.2077 D I �I (--- ( .11 Portland OR 97209 www.Irsarchitects.com 4\ � , -� -� III _ \ ri, Ev-____z___ o� IIS 44110 _ 8-A 1— 1 \ 1 emetilliEtSTMTt Q ri1 - II 1 , 1:4Akfah(Nre3_ II I{1— # Oi . . - II trk 6356 ,.. T ' OF %. ..4 - 2 ( EIPT :: ki. ,,,,,...=_ y , -Nr--.1-8..---o- I #� ,� CPT _ CONSULTANT: O 414-4-1C O O O ' O C� —13—.-13- I -1 \ I H = 8 H 8 �--k tl �iI (-------_.c._ 9 H I — C , r ---- O1 2 E. ---. _� _� cry 1 oo -- @® ___ 1 1-- - - E I E IILE O so I ...., I. , 1{ - -- - -- . , (-ITN\ _........ _ Ir Ir17 nil _ I E-CPT - QCT - l �_ i I I E-VCT r �� I II !N 2 _ d` 1I I g T Il .� +44 I - .1 \ I I IEl i to I +44 rJ 114 F- I I ° 11 Ile. +60 NS�P-y I } r , t I N li ij {> L _ 1 d I '� •• I PROJECT NUMBER: 216022 II 1+44 i! , 1 I ✓ I L . /k-. q!� o Consumer Cellular I.H.- 11 1• I�fi l I II 11115011111111111 hh� i � 1 al i I 1 1 simmIummI t�MINtm, I I I I Irk , 'ISI PommiTommil I/Ii T/ Building C 12447 SW 69th Ave. 1. FIRST FLOOR BUILDING C DEMOLITION PLAN Tigard, OR 97223 SCALE: 1/8"= 1=0" (I) Z GENERAL NOTES KEYNOTES LEGEND 1. REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES. 0 EXISTING FLOORING TO REMAIN. EXISTING WALL TO REMAIN 2. REMOVE EXISTING FLOORING&BASE UNLESS OTHERWISE NOTED. 2O PROVIDE OPENING FOR NEW DOOR. DEMOLISH EXISTING WALL 3. PROTECT ALL ADJACENT AREAS DURING DEMOLITION&FROM DUST AND O RESTROOMS: REMOVE EXISTING FLOOR TILE,COUNTER TOPS AND FAUCETS AT DEMOLISH EXISTING ELEMENT AS NOTED TRASH INTRUSION. EXISTING RESTROOMS. SALVAGE FAUCETS,TOILETS,URINALS AND TOILET PARTITIONS FOR REUSE.PREP WALLS FOR NEW TILE AND PAINT.PATCH AND 4. REMOVE&SALVAGE DOORS,FRAMES,&RELITES FOR REUSE. CLEAN EXISTING CONCRETE FLOOR TO BE EXPOSED&POLISHED. 5. PROTECT BLINDS&WINDOW COVERINGS FOR REUSE.CLEAN AND REINSTALL 0 EXISTING SCREEN WALL TO REMAIN. PRIOR TO JOB COMPLETION.REPAIR AND/OR REPLACE ANY MISSING AND/OR DAMAGED WINDOW COVERINGS TO MATCH EXISTING AS NEEDED ® REMOVE EXISTING OFFICES. THROUGHOUT ENTIRE AREA OF WORK. V NOT USED. 6. CEILING CONFIGURATION TO REMAIN UNLESS OTHERWISE NOTED. 0 SALVAGE EXISTING SCREEN WALL TO BE RELOCATED. 7. REMOVE AND SALVAGE FIRE EXTINGUISHERS&CABINETS FOR REUSE. SHEET TITLE: 0 REMOVE EXISTING CASEWORK AND SINK. CAP PLUMING AS REQUIRED. REMOVE EXISTING COUNTERTOP.PATCH AND PAINT AS REQUIRED. Building C gO 10 REMOVE FLOORING IN ELEVATOR CAB. First Floor 11 REMOVE EXISTING VCT. PATCH,CLEAN AND PREP CONCRETE FOR POLISH. Demolition Plan EXISTING DATA SYSTEM:REMOVE UPS SYSTEM,HVAC AND RACKING AS 12REQUIRED,PATCH FLOORING WHERE NECESSARY. DRAWN BY: JNF DATE ISSUED: 03.25.16 • A201 SHEET: a ... PERMIT SET 03.25. 16 / ARCHITECTS miil IId �� '0 � I h�I i l I 11 I Ij2j Ir� ;. C.}-r., o _ I � i 7 �.i—1 o I �.+ ih - 720 NW Davis 503.221.1121 M ISuite 300 503 221.2077 t9 - e i Portland OR 97209 www.Irsarchitects.com 111 - Ill 1 (II TYP ®TAtsi YP Ill C.MT --1 Vkiiihd/fr3 -JI 1RMa ' ` u 5 EE it r I Cie OF ...J . u u I -I i t K....: In \\\`Jl�\ CONSULTANT: I l_ - A302 O O O — C , / I \) FRI4 . . . ,.,..._ 1.) , i n . , ,--- e ri, ,_, I. b oo- - c dbb e e R e I e-� di, . 1 I IfJ ( ® ffA301 I � .11.11 I I Ie e e e eI e ,e ,e ,e ,e e OTYP — S� ,ll- - - -tF� >_- - - _ " \\ Illi \\ n 11 �l II e e e e e e ---- _ = T ."— - - -- - - - - - Q P ® I I @ p1 I I tl _ e I I e AP e e I �� di g1 II DI I V O PROJECT NUMBER: 216022 II II II I I / t .- �� I �.q �.1 �� I ��._, r I_ > 111111.1111111..."1111.-111"111111.1--1-41 - �1 -- �� 1 �� t A 011 o — ulig �� 01 i ( i Consumer Cellular TI Building C 12447 SW 69th Ave" 1. SECOND FLOOR BUILDING C DEMOLITION PLAN Tigard, OR 97223 SCALE: 1/8"= 11-0" 3 Z GENERAL NOTES KEYNOTES LEGEND 1. REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES. O EXISTING FLOORING TO REMAIN. EXISTING WALL TO REMAIN 2. REMOVE EXISTING FLOORING&BASE UNLESS OTHERWISE NOTED. 02 REMOVE FLOOR OUTLETS THROUGHOUT. DEMOLISH EXISTING WALL 3. PROTECT ALL ADJACENT AREAS DURING DEMOLITION&FROM DUST AND 0 RESTROOMS: REMOVE EXISTING FLOOR TILE,COUNTER TOPS AND FAUCETS AT DEMOLISH EXISTING ELEMENT AS NOTED TRASH INTRUSION. EXISTING RESTROOMS. SALVAGE FAUCETS,TOILETS,URINALS AND TOILET PARTITIONS FOR REUSE. PREP WALLS FOR NEW TILE AND PAINT.PATCH AND 4. REMOVE&SALVAGE DOORS,FRAMES,&RELITES FOR REUSE. CLEAN EXISTING CONCRETE FLOOR TO BE EXPOSED&POLISHED. 5. PROTECT BLINDS&WINDOW COVERINGS FOR REUSE.CLEAN AND REINSTALL O REMOVE EXISTING OFFICES. PRIOR TO JOB COMPLETION.REPAIR AND/OR REPLACE ANY MISSING AND/OR DAMAGED WINDOW COVERINGS TO MATCH EXISTING AS NEEDED O PROVIDE OPENING FOR NEW DOOR AND RELITE 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 C Second Floor Demolition Plan DRAWN BY: JNF DATE ISSUED: 03.25.16 SHEET: A201 b PERMIT SET 03.25. 16 -4,1--,y-- ta=r9'1 5 CAI .:I ' '~ �! 1 I 1 / ARCHITECTS 8 Q° 8 �, If�1 ' ��i i��I p „—ii I y..�1 n _ -r ,i7 , „ fl r ( 1 ii, ,f- f 720 NW Davis 503.221.1121 41r P� -pal _ W 13 �,) , �] Q {r,}P ` O [o_t ,,,?,! i n Suite 300 503 221.2077 D IIIIAlli d o �� `® ��i "� Portland OR 97209 www.lrsarchitects.com Ad ii } (N} 0 �E1 m T 411 i 0 I " E�, ST 1 .1 O O N) 14 ® 0" s ' `d 1l2" o i .:. › 14 142 — O( �.� ii® Ii® I® TRAINING ®' . , C102 {� F _ (f) ` p p p poling p �' QFFIC Z 2 P�1 > (N T- iair! j �, (N� _ I _ _ C139 OFFIC� :p : II ! yN OFF1C tN7 i E- Mill' ,off it ip I { }�► C132 DC1o3 .. r _ _ _ - OFFIS r C132 i (N N C13' 11ly{Nj d(N} (N)i . 14 <----2 iN 11! N C103 (}�/ C106 Cf06 ) 44t) OPEN OFF1C� i 14 (N PC 1 ( r i` OPEN OFFIC� .- � .. tN},„ N C131 C133 1 0 CONFERENCE 4_ 14 �r (N) C1o5 I . L ,&'` a •FFICT i I 11� �� gal (N)C14�1 404 (N) <-> C141 Y 41! N 104 C131 (f)_ _ - - _ _ - --- _ --- : 0!0 ZOFFICL pj p ol 111 Mein$I( 0 GD 5Z Q C104 cto .r ,. rr - _. —_ I ill 1 II . . . C° li f (WPCHint355MEGON * I gal , ladling: fitt"Or: WORK t" � Q� �� QpN} 4 Z4'OF OQ{N} i 0 LOEC10i PC-1 cPT- QItN} E - - O - 1� r} iNC10 s � z lp � ® CAS CA 1 �f:1L _''t _ _ .. _ _ .. ,. I 15'-2° 15'-10" f " 111 111 31 CPT--1 PC-1 PC f x CPT-1 9'-5" 111-7" J -� 0� I ! i CPT-1 Q CPT-1 Q cion C100D (E) CPT-1 r FEC • N CORRIDOR Q AL N FEC - , IN% I'��. - u L r: CA CA CA �i FEC _ FEC C1o1 M liil nr N _ E N III , S ir411.4 411A 411111/ ". M = Vib U r-i o- oHUDDL3jrb o - _,y : U v 4, N 0130 .c„-,. O REMAIN E}�OREMAIN � _ GFCI _ CONSULTANT: H CQ� (( )) ) )) O +42 - � (E) Pc-1 STAE17 STORAGE • CPT-1 EQUE( (E TELE/ELCEC GFCI = _ STAT 0 (E -- El C1 0128 .- C138 _ C116 C� C114 ,ra +42 — d (N = '` CJo9 ti CONFEREE HUDDLE m ¢ STORAGE ios `� OFF/CE N 0 C129 :° r 0113 GFCI w C112 L' ", 5 L� _l- B o I el 1-1--1-1 S S S �{LS -`O +42 .y- ' B .� H I I V`" r 4 CA [cwi CN) 0(N) 0 4' K:....i ALIGN 11'-7" aCAMT-1 )0c PC-1ro C1278 CORR/D6E CPT-1 " CORR/DOEPC-1 >c MT-1 C127 •' STOR4NO;.\\ //— - C110B C127A C134 C135 C136 (E) FEC C102F C110A C1>0 i i STOR CAi r, 1 �'�.J �� „ A� C137 Cn CA r-1 I I i L I i Il CONFERENCE' 6 +36� �� 6 `'�J O O O I '� ' 0 0 ^ 0 0 ti d d --b- d d ---(9s ©"= a'. N CONFEREC 2� fa • _? 7 O I -OAll( I m m ALIGN • - �� MENS d/1-iAm / )V$ I Q IN �1 C118 1 `�'/ WOME 2,$ s cLiT' Q s - I 1 17111 FEC 17411 , 111 IU I_..z \ _ , - A301 A301 _ __,. C117 c.7,. c� v r � .. r r = 170 170 (� Q 4. 0 8+36" FEC .111 lr+ p 1. 41 ire 0 I *48ie 1�.�uLt�!JIRrYr _ Z9 iir " _ CPT-1 N C120C C120D" RE �Ce. v N x. ��»J CPr- C-1 Lj. ...9 I-- +44 +44 +44 —� O II - 10 15 11 PG1 CPT-1 Z r . .r - 4 ALIGNICA LUNCHRD M �4_, - - - A O ® OPEN OFF/N i ! i i i i : i i ! _''I' 1� ✓I' 1� ��° �� o/ S _U+ z S */ / T 00a Qd 8 C111 - - - 71 +44 +44 +44 0 R/D - i� i II ' P v tl i : v ' ) i v ' I1 i v - 4 N F- (E� OnGR/DRACK• O� F D CDR/DD — �• bo G C120 U z N ,iP O o ® �z GRID RIC +60 1 i fN OFFICt g TRAIN/NG +3 C 6 PC-1 ' KIOSK I . 8 O 6 ,_= , OPEN OFF/CE N C12 C123 O 0121 P i= I 0124 [IVO" J ° �� REEZEI� A302 N C (N)C12 N /-_� /-_� (N +380 -1 FOOD 1 +60" ` dI ' i e i3 OFF/2122 O ',COOLE'1 rirp i ! i i ' 4® "� PROJECT NUMBER; 216022 o BEV. /' —-,phi L_: 1 COOLER 1 ::_ ! ! ! ?! i ! _ +44 +44E- ,� rQ Qv0 X30 Consumer Cellular ...A._ s_ —. .._......_.,._.. ,�. +�.�--. �� ..... ,. —ice,___._—.----.�� , , _, it 1 -i- T 1- , s , , , t r , , , , , -, 411( TI Building C 12447 SW 69th Ave. 1. FIRST FLOOR BUILDING C FLOOR PLAN Tigard, OR 97223 SCALE: 1/8"= 1-0" CB Z GENERAL NOTES KEYNOTES FINISH LEGEND LEGEND 1. REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES. CARPET 1 PATCH SAND,CLEAN AND POLISH CONCRETE,FLOOR,SAND CLEAN AND POLISH CPT-1 NEW CARPET T.B.D. 1 EXISTING PARTITION 2. DIMENSIONS ARE TO FACE OF WALL UNLESS OTHERWISE NOTED. ADVISE CONCRETE FLOOR. CPT-2 NEW STAIR CARPET NEW BUILDING STANDARD PARTITION ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. (SEE DETAIL 1/A302) RESTROOMS: PROVIDE NEW COUNTER TOPS. REUSE EXISTING FAUCETS,TOILETS, RUBBER BASE D • a RELITE PARTITION 3. ALL ELECTRICAL WORK IS DESIGN BUILD-ALL ELECTRICAL OUTLETS,DATA& URINALS AND PARTITIONS. RB-1 JOHNSONITE,COLOR:T.B.D. SWITCHES SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS. NEW(x DOOR FRAME&RELITE TYPES SUBMIT ELECTRICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO /\ VERIFYING SWITCHING LOCATIONS IN OPEN OFFICE WITH TENANT PRIOR TO PAINT (SEE A401) CONSTRUCTION. CONSTRUCTION. P-1 MILLER,COLOR:T.B.D. P-2 MILLER,COLOR:T.B.D. O PAINTED ACCENT WALL 4. PATCH AREAS ADJOINING AND/OR ADJACENT TO DEMOLITION WORK TO MATCH O NEW CARD READER LOCATION. P-3 WHITE BOARD PAINT,PROVIDE LEVEL 5 WALL FINISH EXISTING AND/OR NEW CONSTRUCTION. O PROVIDE DRY ERASE WHITE BOARD PAINT(P-3). PLASTIC LAMINATE BELOW ITEMS SHOWN FOR REFERENCE ONLY 5. SOUND CAULK ALL WALUGLASS&WALUMULLION JOINTS. PL-1 (VERTICALS) TO MATCH EXISTING PROVIDE BLOCKING FOR AND INSTALL FLAT SCREEN TELEVISION MONITOR. PL-2 (HORIZONTALS) TO MATCH EXISTING $ SWITCH 6. PROVIDE NEW FLOORING&BASE UNLESS OTHERWISE NOTED. O SPECIFICATION AND EXACT LOCATION TBD. CONCRETE $ SWITCH-OCCUPANCY SENSOR °° ' 7. REPAINT ENTIRE SUITE UNLESS OTHERWISE NOTED. PC-1 POLISHED CONCRETE-800 GRIT,POLISHED P TELE/DATA OUTLET SHEET TITLE: O PROVIDE(2)20 AMP DEDICATED OUTLETS AT COFFEE UNITS. p 8. WHERE NEW DOORS,FRAMES&HARDWARE ARE PROVIDED,MATCH EXISTING PROVIDE(3)20 AMP DEDICATED OUTLETS AT MARKET UNITS. WALK OFF MAT 0 DUPLEX OUTLET Building C BUILDING STANDARD TYPE,SIZE,FINISH&COLOR. TOUCH UP EXISTING FRAMES WOM-1 WALK OFF MAT T.B.D. QUAD OUTLET &DOORS WHERE NEEDED TO APPEAR AS NEW. O9 PROVIDE NEW UNDER COUNTER RECYCLING. TILE O FLOOR OUTLET FirstFloor 9. PROVIDE J-BOX AND PULL STRING FOR TENANT-SUPPLIED VOICE&DATA. 10 PROVIDE PLUMBING AND ELECTRICITY AS NEEDED FOR SINK,DISHWASHER AND T-1 TILE-T.B.D. ® SPECIAL OUTLET Floor Plan REFRIGERATOR AND CASEWORK (SEE KEYNOTES) 11 PROVIDE DEDICATED OUTLETS FOR MICROWAVES 1)04 EMERGENCY LIGHT © JUNCTION BOX 12 PROVIDE NEW BASE CABINETS,UPPERS AND COUNTER TOP TO MATCH EXISTING. THERMOSTAT 13 AVANTI MARKET RACKS BY SCREEN WALL. ® BLANK OUTLET DRAWN BY: JNF DATE ISSUED: 03.25.16 14 INFILL WALL OPENING TO MATCH ADJACENT FINISHES E EXISTING 15 PROVIDE GARBAGE DISPOSAL AT EACH SINK LOCATION N NEW 16 NOT USED. R RELOCATED FEC FIRE EXTINGUISHER CABINET 17 PROVIDE ICE MAKER,&PROVIDE DEDICATED POWER AND WATER SOURCE. FE FIRE EXTINGUISHER ALIGN NEW WALL ALIGN CA SECURITY CARD ACCESS SHEET: 02a PERMIT SET 03:25. 16 _ _ __ w _ 1...,FS , ,,„„, „,,, „ „,,,„ C-� 1 � / A ©� ARCHITECTS (N) 720 NW Davis 503.221.1121 fit' N1 I I - 1 t t- 1 I- I - - I I-.."-...'1-"""-....1- -- - I , 1 , I , i I-- 1 I , I I �' I� h � �-. •.r-.. ._, ° / Q o .__ FP- IMI � _t�._._ ._..��_�� I. Suite 300 503 221.2077 C� t i♦ ♦ -sf- ♦ ♦ . . '1 ♦ ' d N) \ // t )P Midi' �I® ®, i a III ., :_riPortland OR 97209 www.Irsarchitects.com I OFF/ I 'Q 1 + I t : I OPEN OFFIC� fin 1 OFFI(C� O(") c221 N)C221 i O a i, ♦ , M OPEN TO i c202 + (N c203 OtN)c203 � ; L� 0' (> : - -- BELOW ® (E1 tN)P OI ♦ ♦ 0 10 ,� p �+# � } I (N)O N}C220 4-r. �- L._ ! O PC-1 / \ N TRAINING ♦ Irt / (N}C2+ Nkcflam- LAO • - d(N) / \ d( ) 0201 - = - - - ; (N)Q OPEN OFFI(C� II illii® / \ O _ (N C. � I -(N ti v 0224 ti E / _ ® _ i _ FFIC� j� 1 : o� C� C204 1 OFFIC C220 a, + 10 n,P ci 1 TRA/NCINZG // \\ O tN)P1 V�`P •Ac`'.c' • _2 Oc,�� C220 +� 1 ' p - � + O' - ' ` . ' r © . C / - \ [}i ) EMI lo' O O 0' O' 11!�n i 3 1 �t 1 l'- I I q a _ ♦ , _ ` .. ; a 1 _ 4, 4 ♦ - O ' CPT-2 3V0 C� ♦ ;'smilaiiim � _ I _ I N. _ ; : il..... if A - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ aIr - X CA ALIGN � rN a L PC-1 O PGI, CPT-1 b. FFlG�+60" 5 cPr 1 CPT-1 I FEC FS{ 'N. ® — — — _... �N1C225 (NM 0, FS C200A FN C ^ SS C Q J FEC �, (N)C20 1�1(N)C205 PC-1 1- U I I f PC-1 +42 u N C20• N 0 CONSULTANT: co rg N) ' �F I 1 �-1 tN � e GFCI d s '....",1 r +1►L� r lL J - L 1{ =r 4 8� ® r'1 f 1 t ) t )1�1 GD ( ) FSl (E 1 �{ (E) G+42i ((E)) 9Fri'l I- - -� I' TRA/NINNG E) LOBBi' (E) E)) (E)) IL J (E� GFCr 4 '�° (N BREAKAREA GFCI STAl�?SE Li-__ JJ JAN EL�C JAIV ( ) ( ) M , L _ L ._ J _) C22s MOTHS E) +42 ® f �� AEF? JP INC FFIC� 1 0 C228 +42 ) C229 /--- _ A302 COPY 0227 0213 Czt2 C21t i 1 COPY COFFEE/BR K - STA L\JJ C� OFFS , -� — r ri C210 C209 G+421 �' , {�- (E� " cz3o m 8 OFFlGPGi 4G C �� C223 ` 1 0226 4 o M c� `' X44 CPT-1 �' -'ENG iJ'+4cNv O (_� I -I �� / , S Ely----c' ..-'.3 N N _ REF e l 1 ►IH C208 I-i I III (I)(N) � L� e e CO VOCE e CA �' I---� 1-I " S " _ _ _� 'FEC - 'FEC' "� T - X .. C J CPT-i N ALIGN PC-1 - PGI x CPT-1 (E) PGI >t CPT-1 _ 1 HALLWAY 1 TYP FEC 0214 _ - 9 TYP- 171. ...----, . ., I 19 l I- ,.- ii �� + _ I....0 ; ;� � lYi�� + +�� ® - lipou ®; yr ♦� + OFFIGE� 7 �J �`-J �U/ -w its �= l �/ `�JI(�-=I I�-�Ii ' ,! .. ♦ + �� . ®i, i- /r li ' ‘ ... r N S s {_� r �{ L__i .OI) �I �I o!, �7 _ Cis 0217 U -111111 { { I i { I ,�� e - e e if '' (---- MENS © WOMENS _ e -III E e . I a (N �!� . ` FS S v C21S IFS A301 A301 FS C215 L -J Ir ♦ /(____LH"_ n___...._____4 OPEN OFFICE 1 Y a ! II 100219 I I Itom . - ''' .+ s + I ii /1---Nr 1 rill r im I= ,„ - _ Nome -,-- ' _ .. . _ - - k 111111111".11111 MOM , OPEN OFFIN 1 I- /a-- a MED I ;i i I aI I 41111011,1111111111 :III 1 III ICI. a �' • r I 'a a : I i it I 1Q MED 1 4 _ i ; J :I ♦/ .s, -�-�♦ I . ♦ ' .../.---- 77 ♦ : - OPEN OFCIC r ,♦ + - ' - - ♦ `� �♦ 1 ----ria.....-----=- AD I. 4' ; PROJECT NUMBER: 216022 .---i I 1 .1 a, / H-L—. .. .46,4 S' --q-j i .;„ .4...,, d- . , - I •• - ,... - 4 a -E,a - , _ .. �- • / ‘ / ' _ it. 4 1 - Consumer Cellular / ____—.1"._-. ..._, • 1° I I I i - 1 i -.- l , 11 j° _ _ -_- •.. ' ' IIIIMIIIIMIIIIIMIIIIMIIIIIIMIMIIMIIIIPIIIIIIIMIIIIIIIMIIIIMMIIIMIIIIIMIIIIIMIIIIIII- ' 1 I - I °1 I 1^I 1 1 1 I -1 I I- _ _I_ I��I _ _I. - I`—I _ _...I .I ° I _ I- - I i I I 1 i I Tl Building C 12447 SW 69th Ave. 1. SECOND FLOOR BUILDING C FLOOR PLAN Tigard, OR 97223 SCALE: 9/8"= 1=0" (di) Z GENERAL NOTES KEYNOTES FINISH LEGEND LEGEND 1. REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES. CARPET - (\ PATCH SAND,CLEAN AND POLISH CONCRETE,FLOOR,SAND CLEAN AND POLISH CPT-1 NEW CARPET T.B.D. 1 I EXISTING PARTITION 2. DIMENSIONS ARE TO FACE OF WALL UNLESS OTHERWISE NOTED. ADVISEv CONCRETE FLOOR. CPT-2 NEW STAIR CARPET ••i • i• im NEW BUILDING STANDARD PARTITION ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. (SEE DETAIL A/A302) - O RESTROOMS: PROVIDE NEW COUNTER TOPS. REUSE EXISTING FAUCETS, RUBBER BASE 4, u u RECITE PARTITION 3. ALL ELECTRICAL WORK IS DESIGN BUILD-ALL ELECTRICAL OUTLETS,DATA& TOILETS,URINALS AND PARTITIONS. RB-1 JOHNSONITE,COLOR:T.B.D. DOOR FRAME&RECITE TYPES SWITCHES SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS. NEW Q SUBMIT ELECTRICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO V NEW CARD READER LOCATION. PAINT (SEE A401) CONSTRUCTION. P-1 MILLER,COLOR:T.B.D. 0PROVIDE DRY ERASE WHITE BOARD PAINT(P-3). P-2 MILLER,COLOR:T.B.D. PAINTED ACCENT WALL 4. WHEN NEW LIGHT SWITCHES ARE ADDED TO ANY PORTION OF THE SUITE, P-3 WHITE BOARD PAINT,PROVIDE LEVEL 5 WALL FINISH REPLACE ALL EXISTING LIGHT SWITCHES WITH NEW BUILDING STANDARD \ / PROVIDE BLOCKING FOR AND INSTALL FLAT SCREEN TELEVISION MONITOR. OCCUPANCY SENSOR SWITCHES. SPECIFICATION AND EXACT LOCATION TBD. PLASTIC LAMINATE BELOW ITEMS SHOWN FOR REFERENCE ONLY PL-1 (VERTICALS) TO MATCH EXISTING 5. PATCH AREAS ADJOINING AND/OR ADJACENT TO DEMOLITION WORK TO MATCH OPROVIDE PLUMBING AND ELECTRICITY AS NEEDED FOR SINK,DISHWASHER AND PL-2 (HORIZONTALS) TO MATCH EXISTING S SWITCH EXISTING AND/OR NEW CONSTRUCTION. REFRIGERATOR AND CASEWORK CONCRETE $os SWITCH-OCCUPANCY SENSOR 6. SOUND CAULK ALL WALUGLASS&WALUMULLION JOINTS. 0 PROVIDE NEW CASEWORK AND COUNTERTOPS IN COPY ROOM PC-1 POLISHED CONCRETE-800 GRIT,POLISHED P TELE/DATA OUTLET SHEET TITLE: 7. PROVIDE NEW FLOORING&BASE UNLESS OTHERWISE NOTED, 0 PROVIDE GARBAGE DISPOSAL AT EACH SINK LOCATION WALK OFF MAT Q DUPLEX OUTLET Building C WOM-1 WALK OFF MAT T.B.Q. (11# QUAD OUTLET 8. REPAINT ENTIRE SUITE UNLESS OTHERWISE NOTED. g0 PROVIDE NEW POWER AND DATA IN WALL OR FLOOR CORES FOR TENANTSecond Floor PROVIDED WORKSTATIONS.VERIFY LOCATIONS WITH TENANT PRIOR TO TILE Q FLOOR OUTLET 9. WHERE NEW DOORS,FRAMES&HARDWARE ARE PROVIDED,MATCH EXISTING CONSTRUCTION. T-1 -TILE-T.B.D. 0 SPECIAL OUTLET Floor Plan STANDARD TYPE,SIZE,FINISH&COLOR. TOUCH UP EXISTING FRAMES (SEE KEYNOTES) &DOORS WHERE NEEDED TO APPEAR AS NEW. 10 VERIFY SWITCHING LOCATIONS IN OPEN OFFICE WITH TENANT BEFORE CONSTRUCTION. Pal EMERGENCY LIGHT 10.PROVIDE J-BOX AND PULL STRING FOR TENANT-SUPPLIED VOICE&DATA. Q JUNCTION BOX 11.WHEN BUILDING A NEW DEMISING WALL AND CREATING A NEW VACANCY,FINISHO THERMOSTAT - -- BOTH SIDES OF NEW WALL AND PROVIDE PAINT. REPAIR EXISTING CEILING ON BOTH SIDES TO APPEAR AS NEW. PROVIDE ADEQUATE MECHANICAL COVERAGE a BLANK OUTLET DRAWN BY: TO BOTH SUITES AND SPLIT METERS AS REQUIRED. ADJUST SWITCHING AS E EXISTING DATE ISSUED: 03.255.96 16 REQUIRED SO EACH SUITE HAS SEPARATE CONTROLS. N NEW R RELOCATED FEC FIRE EXTINGUISHER CABINET FE -FIRE EXTINGUISHER - ALIGN, NEW WALL ALIGN CAl SECURITY CARD ACCESS SHEET: A2O2b PERMIT SET 03.25. 16 , 1..ns I I I 9 I , I I i / ARCHITECTS , r�, 720 NW Davis 503.221.1121 _..,..__ ._ I I..............II ,_ _.._I I.... .. .... .... 1l { 1,,,i 1,---,AHI r I' '" 'I ' I' ,I 1� I - ' f ® I I Suite 300 503 221.2077 D I ® ® e ( I Portland OR 97209 www.lrsarchitects.com I =I il•4 _i_x. +�L* X IX-4.- 1 S' -* 4 L + ) - . LI + 1 © + _ ©_ © © 4- © + x ( x I09 40 1,. +a x C OM ' . s 101/114111461:14741.3 Millillillill11111111111111111111M 111166 r''''' , Le t r— ' s'-„” it VITLAKORBXei „ ,„.. - © © © � © © © © TYP x © + _ casscer PP , -gig •P m W► F'P N.---;(71` ._. _ L I<, AM x PP -4- O PP PP I . : .P41 OF ED ® c + i=i, I ,, FEC �`�. J� �`� 1-c� O+ O O r� \ I�"1 + FEC CI, - J I 1 1 _ - u , �< frCI FEC I I I I I '_11 O ° \ — CONSULTANT: t ----4 © -;:tE) _S / _/ r/I _, .- -) 1 --- + + + LG �I + I �.. / \ { o ` - JEr ,__________ ♦ �_ _ _ e = + HI X +� •' "® E-- `L -."....:<� X L� (3/1\ 0 o o ©+ o o +� © o +O I = © x X� + (� ma � I ' 1+ >�+ FEC + © C © © ` X fx - OI ,_______ L © © O O , .. 0 im ` © I + + # + + + g)+ 0 0 0 0 O 0 O O + # ©,\ \ -\>< ``,,,,. N • ♦ 0 J + u „ IIII ITC I"- O © O 0 0 0 0 0 0 0 0 0 0 IV - ___.1 , . (-I-I , 1 - l' ) - ^ FNC _ C © © © © © i' l 01 TYP © © ® © � oo + + PP O © o + + ♦ ♦ + _______4: e il -- = il I —� �" ''''"----..,+/ +L + Z+ +x © = I © �8-11) 8 O O 8'-11" + 1J � =© x © © © X _ _ + ---1471♦ ©l. ©r z+ 0 KM a PROJECT NUMBER: 216022 �lX 7-- LLLL LL �. «, hIS I -, I A , � - -� n I o o I ,� Consumer Cellular I -d r h II Iz .. .1 i I: ill,d N _ � �. � � I I 11--��I � �I d Ii_ I, Tl Building C 12447 SW 69th Ave. 1. FIRST FLOOR BUILDING C REFLECTED CEILING PLAN Tigard, OR 97223 SCALE: 1l8"= 11-0N Z GENERAL NOTES KEYNOTES LEGEND 1. REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES. 0 PROVIDE POWER POLES FOR TENANT PROVIDED WORKSTATIONS.VERIFY NEW GYPSUM BOARD FRAMED CEILING 4 9 WALL-MOUNTED FIXTURE 2. ALL ELECTRICAL WORK IS DESIGN BUILD-EXISTING&NEW LIGHT FIXTURES LOCATIONS WITH TENANT PRIOR TO CONSTRUCTION. -' . (SEE DETAIL A101) SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT 0 (3+ EXIT SIGNS(WI INTEGRAL ARROW WHERE OCCURS) ANY DISCREPANCIES TO ARCHITECT. SUBMIT ELECTRICAL PLANS TO •j . NEW GRID SYSTEM ED ACOUSTICAL CEILING ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN&RESTORE ALL LIGHTS TO WORKING ORDER PRIOR TO JOB COMPLETION. ® EXHAUST FAN t—T 3. ALL MECHANICAL WORK IS DESIGN BUILD-EXISTING&NEW DIFFUSERS 2X4 ACOUSTICAL SUSPENDED CEILING ♦ SPRINKLER SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO ARCHITECT. SUBMIT MECHANICAL PLANS TO HVAC SUPPLY ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN ALL DIFFUSERS €a'-,o) CEILING HEIGHT AFF PRIOR TO JOB COMPLETION. / HVAC RETURN 4. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING,STROBES,SMOKE ® SPEAKER DETECTION&SPRINKLERS TO ARCHITECT FOR REVIEW AND COORDINATION ` EXISTING BUILDING STANDARD LIGHT FIXTURE PRIOR TO CONSTRUCTION. CO SMOKE DETECTOR 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 Building i STANDARD. uildng C x BEXISTING LIGHT FIXTURE TO BE REMOVED OR RELOCATED PP POWER POLE 6. WHERE NEW LIGHTS ARE ADDED-MATCH EXISTING BUILDING STANDARD TYPE FII s Floor AND FINISH. II 4 NEW SURFACE MOUNTED LIGHT FIXTURE RCP L-----1 EXISTING SURFACE MOUNTED LIGHT FIXTURE L_. -1 EXISTING SUSPENDED FLUORESCENT LIGHT FIXTURE I G o I NEW SUSPENDED FLUORESCENT LIGHT FIXTURE DRAWN BY: JNF DATE ISSUED: 03.25.16 a. 0 0 o NEW TRACK LIGHTING O PENDANT LIGHT FIXTURE o RECESSED LIGHT FIXTURE Q WALL WASHER EDI SECURITY CAMERA SHEET: 203a PERMIT SET 03.25. 16 , _ __„ I Ipm ,, ,,, FS _____ + O O I— �.�.....-i Io = I �1 I �� 1 ,, _ . a m i o o ARCHITECTS / u 720 NW Davis 503.221.1121 ill ® + 0 O O O 0 �# _ Suite 300 503 221.2077 r� +X © © /� ®XM ° X X �T, + © © + ® © + + Portland OR 97209 www.lrsarchitects.com �. .,x O _ _ O O - � =I 0/11 =Ell= 117181111111111.11 .IIIMMMIqIIIIII=IIIIIIIIIIIIIIIIMIIIIIIIIIIibh... I .1._,,,<0$1) % �7 0 ° o 0 T x - X / + l'' '--,, X © X T ,d4PORTLAilk MON , ,, + © © + + ° © + © + © © + © © + © , �+ I X r_ ... = ° X >K -"-'2 -+-'''' ,i T *qtO o (31 ± 0 0 0 ,c., 0 0 - e Z ' 64111111111 ‘1 _ T v x` t 1 1 -I i - ° X o ,T1�, r 0,(--- O 0 0 ° ..r ± 1 , ± 9 + + ± + + 1 ® ° �' ;'' + X o ® r/i / CONSULTANT: IZ-� X u T o ° _ 1, 2 , I 1-{ __- ) ---, E� 8 GA �`�1 t i I R ±,..0 a a. e T c f x�l \ N O 0 0 0 ® a 0 4�T )--,,, \ r \ X+ X ♦ + + + + �T,� o ' + + + Z X X - O ° - + + + 0 ° 0 � X .4 0 O �A °O ap 0 O O C�'- 11 X + _ __ TT = N TT*‘ l/I X ><.7. i + + 4- 4- ° + ° + © I+1 + © + 4- ° + + + 'T T ~X '`� D< D< TI `'~,,, X I. 1 X © ,T © © © - 7h .„,„ e s m2ERINI e e t_ NM NM T NM ,-- „, --,, ,j = A I x T�.. lex X © x X 1 �X© T, © _ ($) 71X � © _ `T ► + �� + +_ +_ + + X + + + + + + +X © `T _ [,--><1---E><-,i fix; rT �,I 1, �, PROJECT NUMBER: 216022 -4-1 L �- NO. II —I 1 ,-,- ,------ .1 , - _, I.----I-II ..1... ............II 0 I Consumer Cellular TI Building C 12447 SW 69th Ave. 1. SECOND FLOOR BUILDING C REFLECTED CEILING PLAN Tigard, OR 97223 SCALE: 1/8"= l'-0" cBz GENERAL NOTES KEYNOTES LEGEND - - 1. REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES. 0 RAISE ALL PENDANT LIGHTS TO MIN.6'-6"A.F.F. NEW GYPSUM BOARD FRAMED CEILING 4 9 WALL-MOUNTED FIXTURE 2. ALL ELECTRICAL WORK IS DESIGN BUILD-EXISTING&NEW LIGHT FIXTURES - (SEE DETAIL(A101) SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ® t EXIT SIGNS(W/INTEGRAL ARROW WHERE OCCURS) ANY DISCREPANCIES TO ARCHITECT. SUBMIT ELECTRICAL PLANS TO j NEW GRD SYSTEM SUSPENDED ACOUSTICAL CEILING ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN&RESTORE ALL LIGHTS TO WORKING ORDER PRIOR TO JOB COMPLETION. 0 EXHAUST FAN 1----i 3. ALL MECHANICAL WORK IS DESIGN BUILD-EXISTING&NEW DIFFUSERS 2X4 ACOUSTICAL SUSPENDED GELLING 4- SPRINKLER SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO ARCHITECT. SUBMIT MECHANICAL PLANS TO X HVAC SUPPLY ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN ALL DIFFUSERS +8'-10 CEILING HEIGHT AFF PRIOR TO JOB COMPLETION. / HVAC RETURN 4. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING,STROBES,SMOKE t SPEAKER- DETECTION&SPRINKLERS TO ARCHITECT FOR REVIEW AND COORDINATION l '`.. EXISTING BUILDING STANDARD LIGHT FIXTURE PRIOR TO CONSTRUCTION. - - SD SMOKE DETECTOR PROVIDE NEW OR RELOCATED BUILDING SHEET TITLE: 5. REPLACE ALL DAMAGED CEILING TILES&GRID TO MATCH EXISTING BUILDING STANDARD 2x4 LIGHT FIXTURE STANDARD. FS! FIRE STROBE ''Building C` x EXISTING LIGHT FIXTURE TO BE REMOVED OR RELOCATED AND FINISH. Second Floor PP POWER POLE 6. WHERE NEW LIGHTS ARE ADDED-MATCH EXISTING BUILDING STANDARD TYPE 1, II NEW SURFACE MOUNTED LIGHT FIXTURE RCP ® EXISTING SURFACE MOUNTED LIGHT FIXTURE - - L.....----'1 EXISTING SUSPENDED FLUORESCENT LIGHT FIXTURE - 1 0 0 I NEW SUSPENDED FLUORESCENT LIGHT FIXTURE DRAWN BY: JNF DATE ISSUED: 03.25.16 A - a NEW TRACK LIGHTING O PENDANT LIGHT FIXTURE - O RECESSED LIGHT FIXTURE - Q WALL WASHER SECURITY CAMERA SHEET: A2O3b ., PERMIT SET 03.25. 16 LrsACCESSIBLE FIXTURE REQUIREMENTS 1. ALL DIMENSIONS INDICATED ON THIS SHEET ARE CLEAR MINIMUM TO FACE OF , ` ,1 FINISH. DIMENSIONS TO TOILET ROOM ACCESSORIES ARE TO THE CENTER LINE ASNOTED OR TO THE HIGHEST PORTION OF THE OPENING OR OPERATING ARCHITECTS L,-,J1,–,1 PM L,„._, / 720 NW Davis 503.221.1121 ,, 0 • 0 C — 2. REFER TO SHEET A100 FOR ADA STANDARD MOUNTING HEIGHTS. Suite 300 503 221.2077 D ' \\� 3. VERIFY ACCESSORY SIZE WITH MANUFACTURER TO ENSURE CONFORMANCE Portland OR 97209 www.Irsarchitects.com j - ---1 0 - / WITH REQUIRED MOUNTING HEIGHTS. - -- Q/ 4. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS AS REQUIRED FOR / I I_ - 1 1 - 1 - 1 1 1 - 1 1 1 - t 1 �.:.�� ..:�__!!_____ - � �.�: :� —� MOUNTING FIXTURES. .._,...,,,.....) '-+' / \ I 1 i 1 1 1 1 1 i 7 1 I I ( I I ��_ �__!�.__!!!___ ___ A_ !__r-#_— j \ i ! 1 1 1 1 I 1 1 I I- 1 I I ' r�—• ��i �m—r=�awam _•!� _!tee# MN , ' L - i z 1 " - �"__-'�!_- --"_ wiz cZtt _ 5. ALL TOILET ACCESSORIES BY BOBRICK WASHROOM EQUIPMENT UNLESS , (E) .0) 11111111111111 �.� MO 1M c l'� MENa7 lAlikk 1 111111111111111111111111111 .. �.-am minsoutimummmmr.-...momm 11M1111111111111.11 'UMW-I...MIMI �'h: -! :•I-�� 'IIII 11111 � 1 ' 4 OTHERWISE NOTED. SEE SPECIFICATION MANUAL FOR MORE INFORMATION. ( 1 1_ 1 1 1 1 1 1 1 1 I 1 i �HII•1l _--�-el"11r_!_ -•1_ i d' C118 " ItiCHEILE C.MARTI t \ / i 1 I I 1 i 1 1 i i I i1= .. l�ii��!!!�t ✓ C-1 _ 1 . 1 , 1 I , 1 . 1 1 , 1 . 1 , 1 1 , 1 , 1 . t .al..fl�� 1 ' , ' , 1 1 ' ; ' 1 i i ! , ' , ! , ! , 1 1 `r ' , 6. REUSE ALL EXISTING TOILETS,URINALS,SINKS,TOILET PARTITIONS,TOILET fait"dwi3 N` / A301 \ _ • w ACCESSORIES AND GRAB BARS. 0 POW*MON ,. N.. 6 Its OF . A302 KEYNOTES 1. C118 MENS RESTROOM ELEVATION 10 PROVIDE NEW VERTICAL GRAB BAR. 5. C118 MENS RESTROOM ENLARGEMENT0 PROVIDE NEW COUNTERTOP. SCALE: 1/4"- 1-0" SCALE: 1/4"- 1'--0" O PROVIDE NEW 6"COVE TILE BASE. CONSULTANT: 0, PROVIDE NEW WALL TILE UP TO 48"AFF. 0 0 1 - 41114770110 roll , . ,7 0 7" U 'Z' KN...------ r - -I I II , I i—7— \er . - I I_ \ — .., r 4 / - - I ` w 1 F I I 1 1 I 1 1 1 I 1 1 1 I 1 I 1 Ial. 1 1 I I 1 1 I 1 I!_1- _ __�! I, 0 1 I I I I I 1 1 1 I 1 1 / 1111111/1861111=1111#________�_- I / I \ ' I -.11 i t t 1 1 r 1 1 I r 1 1 1 1 ( 1 1 1 1 1 1 . 11411111011111111•11,�__!i\��1�_i 1/j i _ ) 111 1111 I 1 1 1 I 1 111111•11111101•111111111111111 I�,I__N_____ Ali L 1 I WOMENS ' / --I __—� =_ I I _ I I J J 1 1 - 1 .»t_-t-'.. 1____lr-- 4 1 __ ■__■ _- 1 1 J 1 1 1 I 1 r_Yi�■ M1111111111111111111111111•11110111•11 _ 1 1 i yC I 1 1 1 - 1 I I 1 1 I__ ___ ____�_- 'b" 111•1111 11.111.1111•1111111101.11.11.1.11,11•11 Illyi min \ 1 _�.___..___o�_- .#__. fes■ -w_____ f_I-y!___r 1- Ill 111111111=M111•1111111111111111111111011111111111IIIMMEMIIIIIIIIIIIIIIIIIM �a--_-= r--_-_ A301 C117 /f \ i tit, 6. C117 WOMENS RESTROOM ENLARGEMENT 2. C117 WOMENS RESTROOM ELEVATION SCALE: 1/4"-1'-0" SCALE: 1/4"- V-0" tit I 1 I I t I C = _ _ _ D PROJECT NUMBER: 216022 PR . 0 mwoo d 0 I 0 -r i \ 0 Consumer Cellular K"\-------___ F_ _ __ , 4 I I //I 1�\ I I I ` I I t l l i € t 1 IIIII �_( I { 1 1 1 1,1 1 1 1 I 3 ' 1 1 1 1 ' ( 3 I 1 t 1 i 1 1 i , ��______�� / /` J I T 1 I 1 1 1 1 1 1 1 1 1 1- 1 1 1 1 1 #_ L J_______—_1 1 1 / I I ' li...t i •� 1 1 i 1 1 1 1 I 1 1 1 1 1 1 L .�o :,�. _____� / ��] T7- 1 I 1 1 1 TTT 1 1 1 r______�___�i Building C 1 1 1 1 I I I 1 i 1 1 1' 1 1 1 I 1 1 - —__-- ---_--� g 11114- 111 .- 1 L1111 ' (7---_ -I I / t I I I ,� =, 1 1 1 1 1 +�1 ' ; i , l i i I ' 1 ' 1 1 I '' ' 111111' I 1 ' 1 ' 1 ' 1 1 1 1 = ' I t _! �_>: �' Ave. \ _ iIIII ?2447 SW 69th 4 I I (E) ! : ' � WOMENS j � iTigard, OR 97223 V\,, 01 0215 �'zo 1t 0 t t I 1 I 1 7. C215 WOMENS RESTROOM ELEVATION 3. C215 WOMENS RESTROOM ELEVATION SCALE: 1/4"= 1-0" SCALE: 1/4"= 11-0" - I i II II - / SHEET TITLE: •• 0 0ft I / O Building C ,-. . C.)– 1 — — - 1 - 1 - 1 - 1 - 1 - 1 - 1 - 1 1 1 1 1 ______�mmei -��_ ------� �/ ---� DETAILS 1 1 I I 1 1 1 1 1 1 I I —______ ___ _ i / _.� I I 11111 L I V t 1 1 _ NMI 111111111 7. 1 1111111 1+11i11.-1-11 K41�1 I __.-�___ _W_ _ !. 1 _ 1 111 111 Ma. .-411111111111111 IIII11111.1111111= _lr�---__ —!tom! _ _� t 1 1 1 1 1 I I 1. _�I_____ _#I._ _ _� '� 1 1 I \ I - 1 1 1 1 1 1 1 1 1 , , 1 1 -�'"I .. \ 1 - -="-A / ` 1 1 1 1 1 1 1 1 li tf1 1 1 1 1 1- 1 1 1 1 J 1 [ 1 I 1 t r i _-�. 1 1111111-� I 1 I 1 1 I 1 1 1 1 1 I I 1~ f rel / 1 i i 1 1 t I - (7------- (E) I ( 1 ( ' ` ' �1-'� 1 �1-•�, t � / �:,0 : �I I I 1 { 1 1 1 1 1 1 I 1 I 1 \ 1 ` MENS �` L -; �' - ��. _ C216 \\ / A301 0 DRAWN BY: JNF DATE ISSUED: 03.25.16 I I I I t I 8. C216 MENS RESTROOM ELEVATION 4. C216 MENS RESTROOM ELEVATION SCALE: 1/4"- 1-0" SCALE: 1/4"- V-0" A30I SHEET: PERMIT SET 03.25. 16 Xref,1216022 BIdgB x24x36.dwq I I- - - ---I I- - - - I 1 r , fE _ MIEMIEMj - - -� - - -IF - - � REF RECYCLE i REF ` LICE ilj LI=FTS PROVIDE(2)#8 SHEET METAL ARCHITECTS CLEAR SILICONE CAULK AT SEAM SCREWS AT EA.BRACE N) ATTACHMENT TO STRUCTURAL 20 GA.3 518"STUD BRACING TO 720 NW Davis 503.221.1121 ROOM 2'_1" (TYP) MEMBER TYP. STRUCTURE @ 8'-0'O.C. LUNCHCHROME ACCESSIBLE FAUCET PROVIDE 2"X 1/8"LIGHT&SOUND 45 00° Suite 300 503 221.2077 121 C1196.5"DEEP ADA COMPLIANT SEALING GASKET CONTINUOUS BETWEEN WALL&CEILING Portland OR 97209 www.lrsarchitects.com ■ 2" STAINLESS STEEL KITCHEN SINK ♦ VERIFY HEIGHT " �� PLASTIC LAMINATE COUNTERTOP , -- &SPLASH AT ALL EXPOSED " ♦ ♦ SURFACES&EDGES(SEE i 21-0"MIN. 1� r. -.-1.__N. r1I ELEVATION)OVER 3/4" PROVIDE(2)FASTENERS @ EA. ■ MEDIUM-DENSITY FIBERBOARD BRACE STUD CONNECTION TO TOP C' .9r- 1 :71 _ MADE W/EXTERIOR GLUE. OF WALL STUD = E C ' 4"WIRE PULLS,BRUSHED A ALUMINUM • • # 3-5/8"25 GA.(3625125-18)MTL • (pQ1 PLASTIC LAMINATE OVER 314" STUDS @ 24"O.C.WITH 5I8"GYP. a • 355 o y SUBSTRATE REMOVABLE BASE BD.EACH SIDE. PROVIDE 3"SOUND I /� rr iv V CABINET DOORS W/ FULLY ATTENUATION BATT INSULATION op A3802 SLACK HEAT Z i,* CONCEALED EUROPEAN HINGE & FRICTION FIT IN STUD SPACE AND CIATr ZPROOF WRAP QUICK SNAP OFF CAPABILITY ACOUSTIC SEALANT @ CEILING @ EXPOSED �; GRID. � PIPING %' POWDER DRIVEN ANCHOR • WHITE INTERIOR(TYP) �a� AT 2'-0"O.C.THRU MIL. - BASE ON BOTH SIDES AS '� STUD TRACK,UON �--- RUBBER BASE '�4. SPECIFIED ;tea CONSULTANT: T.O_F!N_FLR _ ♦ PI ♦ ♦ �,i _ EXISTING EXISTING SLAB ■ UNDERCUT BY 1/4"FOR FLOOR CLEARANCE CONTINUE FLOOR FINISH UNDER CABINET AT SINK,SEE FLOOR PLAN 7. LUNCH ROOM C119 ENLARGEMENT 4. TYPICAL LOWER CABINET w/SINK 1. BUILDING STANDARD PARTITION SCALE: 1/4"= 1=0" SCALE: 1/2"= 1-0" SCALE: 1/2"= 1-0" ® 2 A302 A302 CLEAR SILICONE CAULK AT SEAM(TYP) CONTINUOUS f 10'-10" 15'-0" 13'-0" 2' FRENCH CLEAT -I EXISTWG PLASTIC LAMINATE COUNTERTOP&SPLASH AT ALL EXPOSED SURFACES&EDGES(SEE ELEVATION)OVER 3/4"SUBSTRATE " " PLASTIC LAMINATE AT ALL EXPOSED& ♦ _ 2�' ♦ 2-0 U.O.N. SEMI-EXPOSED SURFACES OVER 3/4" f - / - r>< " VERTICAL =::. ),, I" SUBSTRATE;SELF EDGE _ _ _ __ - - ' __` IER 16F 16R -rR, SURFACES, ♦ T � " I— (~ - —1 NIC (MC) NIC PLAM 70 MATCH ♦ 6 DRAWER WHITE INTERIOR w/ (;% 1 I I 1 1 I I I I I y I ( ) I I ( n I L( 1) I ♦ EXISTING _ ADJUSTABLE SHELVES(TYP) _b 4"WIRE PULLS,BRUSHED i REF REF 7♦ HORIZONTAL ALUMINUM(TYP) • _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SURFACES,PLAM WHITE INTERIOR(TYP) a - PLASTIC LAMINATE AT ALL I I I I I I I I _ I I 1Z , 1 f„ • TO MATCH SEMI-EXPOSED SURFACES OVER ( - 4"WIRE PULLS,BRUSHED RECYCLE EC CLE ,� = = > - = 7� = - = = 7 N EXISTING b 3/4"SUBSTRATE;SELF EDGE M - ALUMINUM(TYP) `•-- "T WHITE INTERIOR w/ADJUSTABLE PLASTIC LAMINATE AT ALL EXPOSED& PROJECT NUMBER: 216022 UNDER COUNTER ~-----♦ RUBBER . SHELVES(TYP) r 1 SEMI-EXPOSED SURFACES OVER 3/4" RECYCLE BASE,RB- i ( SUBSTRATE;SELF EDGE Consumer Cellular CONTAINERS BASE AS SPECIFIED;REFER TO MICROWAVE I 7 5 MICROWAVES— ELEVATION (NIC) A302 A302 PROVIDED BY (NIC) TENANT OPEN TO WALL;NO BACK TI v J '` VERIFY SIZE OF MICROWAVE WITH TENANT T.0 FINiFLR , ♦ PRIOR TO CONSTRUCTION Building C A 3'-0" 12447 SW 69th Ave. Tigard, OR 97223 8" LUNCH ROOM C119 ELEVATION 5" LOWER CABINET W/DRAWER & DOOR 2" MICROWAVE CABINET SECTION SCALE: 1/4"= 1.-0" SCALE: 1/2"= 1=0" SCALE: 1/2"= V-0" ADA COMPLIANT MIRROR CONTINUOUS PLASTIC LAMINATE COUNTERTOP& FRENCH CLEAT 2' CLEAR SILICONE CAULK AT SEAM(TYP) 2,-0" SPLASH AT ALL EXPOSED 4 PLASTIC LAMINATE COUNTERTOP&SPLASH 1 / SURFACES&EDGES(SEE 1'-0" ELEVATION)OVER 314" PLASTIC LAMINATE AT ELEVATION)OVER 314"SUBSTRATAT ALL EXPOSED SURFACES& E ES(SEE ♦ MEDIUM-DENSITY FIBERBOARD ALL EXPOSED& MADE W/EXTERIOR GLUE. SEMI-EXPOSED 10'-8" A302 y ♦ 2" - v� f SURFACES OVER 3/4" 6 EQ CABINETS -{ �/ BLOCKING AS REQUIRED / SUBSTRATE;SELF ____,,,, ,,z),-, EDGE ♦ + — DRAWER ♦ ' • SHEET TITLE: • / \ / \ / \ _ . - _ - _ _ - - - _ --s, VERTICALi! �,, Building C Y/ \ / / y RECYCLE CONTAINER // z re SURFACES, o WHITE INTERIOR w/ Elevations & z.-, N / N / N / 2X4 LEDGER-BACK& / o M O ADJUSTABLE Nu/ Nu/ INV SIDES o `� PLASTIC LAMINATE AT ALL " M " ADA COMPLIANT SINK TO z z z SHELVES(TYP) Details Z'? SEMI-EXPOSED SURFACES OVER o m 0 m 6: D / • c. - 3/4"SUBSTRATE;SELF EDGE BE INSTALLED w!CLEAR a rn J M O -• , I--- - -- --I ( o CAULK AT ALL SEAMS N -J CSI U. r> t- , I " • I PRINTER I `� CONTINUOUS STEEL tO I (NIC) I I - 4"WIRE PULLS, N I I 4 - - -} _ ANGLE SUPPORT ;� BRUSHED - i i BASE AS SPECIFIED;REFER TO / 1'-1" / 11" ALUMINUM(TYP) ELEVATION HEAT PROOF WRAP @ 4, DRAWN BY: JNF 4 4`-11" RUBBER EXPOSED PIPING - HORIZONTAL 5 BASE,RB-1 ♦ DATE ISSUED: 03.25.16 SURFACES, " PL-2 A302 T.O.FINN.FLR ♦ TA_FIN.FLR 10. COPY ROOM 222 ELEVATION 9. LOWER CABINET W/DRAWER & DOOR 6" SECTION THRU VANITY 3" TYPICAL 3' HIGH UPPER CABINET SCALE: 1/4"= 1'-0" SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1-0" SCALE: 1/2"= 11-0" A3O2 SHEET: PERMIT SET 03.25. 16 Xref.1216022 BldgB x24x36.dwg 1== FIrS 3'-0" 6'-0" 4'-0" 1,-0" 1` f f �' ,1, �' 3'-0" .V. 4'-0" 6-0" 1, 41, 4'-0" f ARCHITECTS \ N--- /\ N---N / -N. 'k- 720 NW Davis 503.221.1121 \ / \ N _ Suite 300 503 221.2077 D co o \ o / \ . \ TEMP M Portland OR 97209 www.Irsarchitects.com = = F-- N-- / l'-- \ / - s / o _� o 0 ti r- o / o \ / o / E,-, / in coJr j \/ ze, / e.„ OPENING DOOR FRAME A B C F(21) © (c)♦ • ♦ Na Size ROOM NAME Thick. Type Material Finish Type Material Finish :.7FICHEILE FLUSH PANEL FLUSH PANEL FLUSH PANEL � SINGLE OPENING w/RELITE DOUBLE OPENING SINGLE OPENING - C"•S� n (E)C100A (E) LOBBY (E) (E) (E) (E) (E) (E) (E) tail" NOTES: NOTES: (E)C100B (E) LOBBY (E) (E) (E) (E) (E) (E) (E) PORT=OREGON , 6355 -T 1. ALL NEW DOORS TO BE SOLID WOOD TO MATCH EXISTING BUILDING STANDARD DOOROF 0 1. ALL NEW FRAMES TO BE KNOCKDOWN(BLACK)UNLESS OTHERWISE NOTED. (E)Cl 00C (E) LOBBY (E) (E) (E) (E) (E) (E) (E) n TYPE AND FINISH. (E)C100D (E) LOBBY 1-3/4" A SC WD TS A STL-KD MFR 2. PROVIDE TEMPERED GLASS AT ALL RELITES UNLESS OTHERWISE NOTED. 2. PROVIDE NEW ADA LEVER STYLE DOOR HARDWARE TO MATCH EXISTING. REPLACE (N)C102A 3'-0"x 7'-0" TRAINING ROOM 1-3/4" A SC WD TS A STL-KD MFR ALL ORB DOOR HANDLES WITH LEVER STYLE WHERE APPLICABLE. (N)C102B 3'-0"x T-0" TRAINING ROOM 1-3/4" A SC WD TS A STL-KD MFR CONSULTANT: (N)C103 3'-0"x 7'-0" OFFICE 1-3/4" A SC WD TS A STL-KD MFR (N)C104 3'-0"x T-0" OFFICE 1-3/4" A SC WD TS A STL-KD MFR 3. DOOR TYPES 2. DOOR FRAMES & RELITE TYPES (E)C106 (E) OFFICE (E) (E) (E) (E) (E) (E) (E) SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" (E)C108 (E) CONFERENCE ROOM (E) (E) (E) (E) (E) (E) (E) (N)C109 3'-0"x 7'-0" STAIRS 1-3/4" A SC WD TS A STL-KD MFR (N)B110A 3'-0"x 7'-0" COORIDOR 1-3/4" A SC WD TS A STL-KD MFR (E)C110B (E) COORIDOR (E) (E) (E) (E) (E) (E) (E) (E)C110C (E) EXTERIOR DOOR (E) (E) (E) (E) (E) (E) (E) OPENING DOOR FRAME (N)C112 3'-0"x 7'-0" OFFICE 1-3/4" A SC WD TS A STL-KD MFR (N)C113 3'-0"x 7'-0" STORAGE 1-3/4" A SC WD TS A STL-KD MFR No. Size ROOM NAME Thick. Type Material Finish Type Material Finish (E)C114A (E) ELECTRICAL (E) (E) (E) (E) (E) (E) (E) (E)C200A (E) LOBBY (E) (E) (E) (E) (E) (E) (E) (E)C114B (E) ELECTRICAL (E) (E) (E) (E) (E) (E) (E) (E)C115 (E) JANITORS CLOSET (E) (E) (E) (E) (E) (E) (E) (N)C200B 6'-0"x 8'-0" LOBBY 1-3/4" B SC WD TS B STL-KD MFR (E)C116 (E) EQUIPMENT ROOM (E) (E) (E) (E) (E) (E) (E) (N)C201 3'-0"x 7'-0" TRAINING 1-3/4" A SC WD TS A STL-KD MFR (E)C117 (E) WOMENS RESTROOM (E) (E) (E) (E) (E) (E) (E) (E)C118 (E) MENS RESTROOM (E) (E) (E) (E) (E) (E) (E) (N)C203 3'-0"x 7'-0" OFFICE 1-3/4" A SC WD TS A STL-KD MFR (E)C119 (E) LUNCH ROOM (E) (E) (E) (E) (E) (E) (E) - (N)C204 3'-0"x 7'-0" OFFICE 1-3/4" A SC WD TS A STL-KD MFR (E)C120A (E) COORIDOR (E) (E) (E) (E) (E) (E) (E) (N)C205 (E)C120B (E) COORIDOR (E) (E) (E) (E) (E) (E) (E) PROJECT NUMBER: 216022 3'-0"x T-0" OFFICE 1-3/4" A SC WD TS A STL-KD MFR (E)C120C (E) TRINAING ROOM (E) (E) (E) (E) (E) (E) (E) (N)C206 3'-0"x 7'-0" OFFICE 1-3/4" A SC WD _ TS _ A STL-KD MFR (E)C120D (E) OFFICE (E) (E) (E) (E) (E) (E) (E) Consumer Cellular (E)C2011 (E) JANITORS CLOSET (E) (E) (E) (E) (E) (E) (E) (N)C121 3'-0"x 7'-0" OFFICE 1-3/4" A SC WD TS A STL-KD MFR TI (N)C122 3'-0"x T-0" CONFERENCE ROOM 1-3/4" A SC WD TS A STL-KD MFR Building C (E)C212 (E) ELECTRICAL ROOM (E) (E) (E) (E) (E) (E) (E) (N)C123 " " 1-3/4" 12447 SW 69th Ave. 3-0 x7-0 CONFERENCE ROOM A SC WD TS A STL-KD MFR (E)C213 (E) JANITORS CLOSET (E) (E) (E) (E) (E) (E) (E) (E)C125 (E) CONFERENCE ROOM (E) (E) (E) (E) (E) (E) (E) Tigard, OR 97223 (E)C126A (E) COORIDOR (E) (E) (E) (E) (E) (E) (E) (E)C215 (E) WOMENS RESTROOM (E) (E) (E) (E) (E) (E) (E) (E)C126B (E) COORIDOR (E) (E) (E) (E) (E) (E) (E) (E)C216 (E) MENS RESTROOM (E) (E) (E) (E) (E) (E) (E) (E)C127A (E) STAIR (E) (E) (E) (E) (E) (E) (E) (E)C127B (E) HUDDLE HUDDLE (E) (E) (E) (E) (E) (E) (E) (E)C217 (E) OFFICE (E) (E) (E) (E) (E) (E) (E) ' (E)C128 (E) OFFICE (E) (E) (E) (E) (E) (E) (E) (N)C220 3'-0"x 7'-0" OFFICE 1-3/4" A SC WD TS A STL-KD MFR (E)C129 (E) OFFICE (E) (E) (E) (E) (E) (E) (E) (N)C221 (E)C130 (E) STORAGE (E) (E) (E) (E) (E) (E) (E) 3'-0"x 7'-0" OFFICE 1-3/4" A SC WD TS A STL-KD MFR (N)C131 3'-0"x 7'-0" STORAGE 1-3/4" A SC WD TS A STL-KD MFR (E)C223 (E) OFFICE (E) (E) (E) (E) (E) (E) (E) (N)C132 3'-0"x 7'-0" OFFICE 1-3/4" A SC WD TS A STL-KD MFR (N)C225 3'-0"x 7'-0" TRAINING 1-3/4" A SC WD TS A STL-KD MFR (N)C134 3'-0"x 71-0" STORAGE 1-3/4" A SC WD TS A STL-KD MFR (N)C135 3'-0"x T-0" STORAGE 1-3/4" A SC WD TS A STL-KD MFR (E)C226 (E) TRAINING (E) (E) (E) (E) (E) (E) (E) (E)C136A (E) MDF (E) (E) (E) (E) (E) (E) (E) (E)C227 (E) MOTHERS ROOM (E) (E) (E) (E) (E) (E) (E) (N)C136B 4'-0"x 7'-0" MDF 1-3/4" C SC WD TS C STL-KD MFR SHEET TITLE: (E)C137 (E) STORAGE (E) (E) (E) (E) (E) (E) (E) BLDG C (E)C229A (E) STAIRS (E) (E) (E) (E) (E) (E) (E) (E)C138 (E) STORAGE (E) (E) (E) (E) (E) (E) (E) Door & Window (E)C229B (E) STAIRS (E) (E) (E) (E) (E) (E) (E) (N)C139 3'-0"x 7'-0" OFFICE 1-3/4" A SC WD TS A STL-KD MFR Schedule (N)C140 3'-0"x 7'-0" OFFICE 1-3/4" A SC WD TS A STL-KD MFR (E)C230A (E) STAIRS (E) (E) (E) (E) (E) (E) (E) ' (N)C141 3'-0"x 7'-0" CONFERENCE ROOM 1-3/4" A SC WD TS A STL-KD MFR (E)C230B (E) STAIRS (E) (E) (E) (E) (E) (E) (E) (N)C142 3'-0"x 7'-0" STAIRS 1-3/4" A SC WD TS A STL-KD MFR - DRAWN BY: JNF DATE ISSUED: 03.25.16 4. BUILDING C SECOND FLOOR DOOR SCHEDULE 1. BUILDING C FIRST FLOOR DOOR SCHEDULE SCALE: NOT TO SCALE SCALE: NOT TO SCALE A401 SHEET: J PERMIT SET 03.25. 16