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Plans (11) BU P2018-00281 BUILDING 4 SPEC SUITE L rS RECEIVED ARCHITECTS OCT 8 720 NW Davis 503.221.1121 T Suite 300 503 221.2077 CITY OF TIGARD Portland OR 97209 www.Irsarchitects.com PARK 217 BUSINESS CENTER BUILDING DIVISION 12100 SW GARDEN CENTER ,__, ....40D44% NOME C.MIT g TIGARD OREGON 97223 i 835600p %OF PERMIT SET 10. 10. 18 CONSULTANT: PROJECT DIRECTORY PROJECT SUMMARY ACCESSIBLE PARKING (PER TABLE 1106.1) BUILDING MANAGER: 1. GENERAL INFORMATION: IV. ADA ACCESSIBILITY UPGRADES: AT ALL EXISTING CABINETS WHERE MISSING. ALL REUSED EXISTING FIRE EXTINGUISHERS ARE TO BE TOTAL MINIMUM NUMBER OF NUMBER OF VAN "WHEELCHAIR USER Kidder Mathews Pamela O'Halloran pamelao@kiddermathews.com PROJECT NAME: BUILDING 4 SPEC SUITE INSPECTED AND/OR RECHARGED, AS NECESSARY, PARKING IN 101 SW Main Street, Suite 1200 UPGRADE REQUIRED: LOT ACCESSIBLE SPACES ACCSESIBLE SPACES ONLY"SPACES PARK 217 BUSINESS CENTER JUST PRIOR TO SUBSTANTIAL COMPLETION. Portland, Oregon 97204 REQUIRED 9 0 2 Telephone (503) 221.2293 PROJECT ADDRESS: 12100 SW GARDEN PLACE 1. BUILDING HAS BEEN UPGRADED ACCORDING TO THE 494 TIGARD, OR. 97223 ACCESSIBILITY UPGRADES LIST AS OUTLINED IN PROVIDED 11 0 2 OSSC 3411. NOTE: COUNTS BASED ON TAX LOT AS SHOWN IN SITE PLAN BELOW ARCHITECT: PROPERTY ID: W262914 LRS Architects, Inc. Darcie McConnaha: dmcconnaha@Irsarchitects.com STATE ID: 2S101BB01400 V. EMERGENCY SYSTEM STANDARDS: 720 NW Davis, Suite 300 II. APPLICABLE CODES: Portland, Oregon 97209 1. PROVIDE EMERGENCY EGRESS LIGHTING FOR THE Telephone(503)221-1121 2012 INTERNATIONAL BUILDING CODE (IBC) EGRESS PATH IN ALL PUBLIC AND TENANT SPACES, 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) MINIMUM INTENSITY SHALL NOT BE LESS THAN 1 2014 OREGON MECHANICAL SPECIALTY CODE (OMSC) FOOTCANDLE AT FLOOR LEVEL ALONG THE ENTIRE GENERAL CONTRACTOR: 2014 OREGON FIRE CODE LENGTH OF THE PATH. CONNECT TO BUILDING 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE ELECTRICAL SYSTEM. Robert Todd Construction, Inc. Todd Lopiparo: todd@RobertToddConstruction.com (OEESC) 2. PROVIDE EXIT SIGNAGE. EXIT SIGNAGE SHALL BE 4080 SE International Way, Suite B-113 2017 OREGON PLUMBING SPECIALTY CODE (OPSC) CONNECTED TO BUILDING POWER SUPPLY WITH Milwaukie,OR 97222 2017 OREGON ELECTRICAL SPECIALTY CODE (OESC) BATTERY BACK-UP FOR MIN 1-1/2 HOUR DURATION. Telephone(503)653-5704 2009 ANSI A117.1 3. SURVEY EXISTING CONDITIONS OF ENTIRE FLOOR III. BUILDING STANDARDS: THAT PROJECT OCCURS, AND PROVIDE NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER WITH BUILDING TYPE: TYPE V-B RATING OF NOT LESS THAN 2A 108/C FOR EACH 1,500 BUILDING OCCUPANCY. B S.F. OF FLOOR AREA OR FRACTION THEREOF. TRAVEL DRAWING INDEX DISTANCE TO AN EXTINGUISHER FROM ANY PORTION OF THE BUILDING SHALL NOT EXCEED 75 FEET. SHEET NAME AREA OF WORK: 15,995 RSF PROVIDE FIRE EXTINGUISHER IN ACCORDANCE WITH CURRENT CODES. PROVIDE NEW FIRE EXTINGUISHER PROJECT NUMBER: 218053 A001 COVER SHEET A002 EGRESS PLAN A100 GENERAL NOTES&STANDARD MOUNTING HEIGHTS Building 4 A101 SUSPENDED CEILING AND LIGHT INSTALLATION GUIDE &DETAILS Spec Suite AD201 DEMOLITION PLAN PARK 217 Business Center A202 FLOOR PLAN A401 REFLECTED CEILING PLAN 12100 SW Garden Place A801 DETAILS Tigard, Oregon 97223 I (( n 1. UNDER SEPARATE PERMIT - DESIGN BUILD GENERAL NOTES _ ELECTRICAL SYSTEMS SPRINKLER SYSTEMS r. t- TIGARD THE SITE PLAN AND SUITE LOCATION PLAN ARE FOR REFERENCE ONLY. SEE ALL OTHER PLAN SHEETS FOR CONTRACT DOCUMENT INFORMATION. OFFICE COPY CIT: fiIGARD THE PROJECT SUMMARY IDENTIFIES SOME SPECIFIC OSSC REQUIREMENTS BUT IS NOT INTENDED TO LIST ALL OSSC REQUIREMENTS. MECHANICAL SYSTEMS EGRESS LIGHTINGApproved tannin CITY OF TIGARD Y a REVIEWED FOR CODE COMPLIANCE PLUMBING SYSTEMS Date. /0 1D Je, / :... .� �. � p APPS N Initials: G.� OTC: - I .; . )001)4, PARK217BUILDING4 I Pcrml;# : nri�✓�ol�-r)��a�jAREA OF WORK 1 nnsc,rr>1c,f, p1Gcc Addr: a4_j s � �_ '� Suite#e ) --$„rte ew /���� ! eI 5 By: Date: ) o- o 9 . k S _ _ Costco Wholesale �� . .. 0 oil, r „ ,�RC1=1� 'priserIN I. ". Rent-A-Car - ���IA 11 ;ate ! - 1 c (4°1 - / ��� C / _#,I SHEET TITLE: 2 1 L . a.rdsn Fl.as L o �, to >< - ., , . m 'EA OF WORK A i .0v, • 1 .._ 0qv /1 / 4.� } Cover Sheet Oar- den Place /• • r e•Buildng 5 z A Er / 1 G,� i , ; �\ '���yi. I� AREA OF WORK B /51 LL mgr '� I t�',,� ��� • + rr�. *� tr /// �•.r . „Al_- 1 a ! y am, - I DRAWN BY: KDC 12100 Southwest ' �'!ali ,� / �. — �, Al --- -- �- — Garden Place Walmart Super �-�_ ' ,- DATE ISSUED: �`""�, �_ PERMIT SET: 10.10.18 I Site Plan - �.� t___ r . I N - 110 SCJ1L co - N N .=____ A . '. .:- .'m 1. VICINITY MAPED 2. SITE PLANOD 3. SUITE LOCATION 0 A001 4 SCALE: NOT TO SCALE SCALE.- NOT TO SCALE SCALE: NOT TO SCALE a m 0s SHEET: D E LRS Architects,Inc Cc12018 E MN Co T C CJ U - 1,_. _-----11 _ 11 - ARCHITECTS 720 NW Davis 503.221.1121 ffil (48) Suite 300 503 221.2077 0 ,i l' Portland OR 97209 www.lrsarchitects.com Trij .41 j O O - 6,402 % 3_ T l0 0 0 0 9 '�c.scu -ai r � rIA_ ely Mole i y� 474j14 if i ELUM �''`� 1 iitoF CD1HII---" J I I— ,i . 1– 17 r. , CONSULTANT: - B = - - LEGEND (SEE EGRESS PLAN BELOW) C/ OCCUPANCY I ® ® - - - - 44"MIN. EXIT EGRESS PATH pv�\ ,� g\ B OCCUPANCY GROUP .'CC) ,g) [1 ®_ ��, � Qti ' 1 O X) ACCUMULATIVE OCCUPANT LOAD c 0 Jo ® ®+ EXIT SIGN w/WHERE OCCURS ATRALL EXITS, EVERY 100ATED DIRECTIONAL 'IN F� I CORRIDORS,AND IN SPACES WHERE 2 MODES OF - EGRESS ARE REQUIRED PER SECTION 1011. (REFER O I TO ELECTRICAL DRAWINGS FOR MORE _ INFORMATION). POCHE INDICATES "EXIT"TEXT SIDE OF SIGN. SIGNS SHOWN IN CORRIDORS ARE Q jl CEILING HUNG. SIGNS SHOWN ON WALL ARE WALL i Y HUNG. o E 0 a a H Li— — E REQUIRED EXIT 1 I - I i O 1 - B Si ) OCCUPANCY ��'•3` 1 j I ® I PROJECT NUMBER: 218053 I _) 11 II i ) I (48) E f , I r , , , _ Building 4 AREA OF WORKA Spec Suite 9,581 RSF *NOTE:EGRESS PATH SHOWN FOR REFERENCE J © ® - PARK 217 Business Center ONLY. NO SPECIFIC TENANT AT THIS TIME. _ OCCUPANCY UNDER FUTURE PERMIT. 12100 SW Garden Place Tigard, Oregon 97223 1... - - - - - ® (32) 60,-B" E_ ►.4 li q 1 E I I - I I (32) AREA OF WORK B 6,414 RSF N 1. EGRESS PLAN SCALE: NOT TO SCALE El) s SHEET TITLE: 0 a a • CODE SUMMARY (SEE EGRESS PLAN ON THIS SHEET) Egress Plan PLUMBING FIXTURE COUNT REQUIREMENTS (PER TABLE 2902.1) cO .N o I OCCUPANT LOAD PER SECTION 1004 MINIMUM DISTANCE ALLOWED BETWEEN EXITS PER 1015.2.1 COMMON PATH TRAVEL DISTANCE FROM MOST REMOTE POINT WATER CLOSETS LAVATORIES v. AREA OF AREA OF BEFORE 2 WAYS PROVIDED PER TABLE 1014.3 AREA OF LEVEL OCCUPANCY FIXTURES DRINKING WORK OCCUPANCY SQUARE FEET LOAD FACTOR OCC. LOAD I WORK OCCUPANCY SPRINKLERED REQUIRED PROPOSED WORK MALE FEMALE MALE FEMALE FOUNTAINS A B 9,581 100 96 A B N 65'-8" 77-11" IAREA OF WORK OCCUPANCY SPRINKLERED REQUIRED PROPOSED REQUIRED 2 2 2 2 NOT LL I B B 6,414 100 64 B B N 55'-4" 60'-8" A B N 75'MAX 74'-5" A 1 96 REQUIRED PROPOSED 2 2 2 2 B B N 75'MAX 66'-2" REQUIRED 2 2 1 1 NOT DRAWN BY: KDC w REQUIRED EXITS PER SECTION 1015 B 1 64 N EXIT ACCESS TRAVEL DISTANCE FROM MOST REMOTE POINT PER PROPOSED 3 3 2 2 REQUIRED DATE ISSUED: 0) AREA OF OCCUPANCY SPRINKLERED REQUIRED PROPOSED TABLE 1016.2 0CLI WORK PERMIT SET: 10.10.18 A B N 2 2 IAREWOARK OF OCCUPANCY SPRINKLERED REQUIRED PROPOSED a. B B N 2 2 I A B N 200'MAX 132'-3" N 5 I B B N 200'MAX 119'-0" a 0 a ffi n 0 A002 0i SHEET: E coMLRS Architects,Inc.©2018 m c6 m 3 i c Y . w GENERAL NOTES GENERAL DOOR AND HARDWARE 44. COORDINATE ELECTRICAL REQUIREMENTS FOR MECHANICAL SYSTEM. TO INDICATE THE DIRECTION OF EGRESS WHEN THE EXIT SERVES AN OCCUPANT LOAD OF 1 �y 45. DESIGN-BUILD CONTRACTOR SHALL PREPARE A WRITTEN SCOPE OF HVAC WORK WITH BID. FIFTY OR MORE. �l 1. THE GENERAL NOTES ARE INTENDED TO CONVEY DESIGN INTENT NOT OTHERWISE STATED IN 22. DOORS SHALL OPEN FROM THE INSIDE WITHOUT THE USE OFA KEY OR ANY SPECIAL THIS IS TO INCLUDE NEW EQUIPMENT, NUMBER OF ZONES, DESCRIPTION AND QUANTITY OF 68. PROVIDE ILLUMINATION AT EXITS WITH LIGHT HAVING THE INTENSITY OF NOT LESS THAN 1 THE DRAWINGS AND SPECIFICATIONS. THE PROJECT INTENT IS TO PROVIDE A COMPLETE 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 WORKING TENANT OR BUILDING IMPROVEMENT. 23. NEW DOOR HARDWARE SHALL MATCH EXISTING BUILDING STANDARD LEVER HANDLE WITH PRIOR TO ACCEPTANCE OF BID. EXISTING SYSTEM SERVES AN OCCUPANT LOAD OF A 100 OR MORE AS REQUIRED BY CODE. ARCHITECTS 2. ALL WORK SHALL CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE(IBC), 2014 FINISH TO MATCH BUILDING STANDARD. FINISH OF HINGES AND CLOSERS TO MATCH. ALL 46. DESIGN-BUILD CONTRACTOR TO PROVIDE CERTIFICATION THAT OUTDOOR AIR MATCH EXISTING BUILDING STANDARD WHERE POSSIBLE FOR REQUIRED EMERGENCY 720 NW Davis 503.221.1121 `� OREGON STRUCTURAL SPECIALTY CODE(OSSC), 2014 OREGON MECHANICAL 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(OMSC), 2014 OREGON FIRE CODE, 2014 OREGON ENERGY EFFICIENCY SPECIALTY 24. CONTRACTOR SHALL VERIFY COMPATIBILITY OF HARDWARE SPECIFIED WITH BUILDING TENANT IMPROVEMENT AREA. NATIONAL ELECTRICAL CODE. Suite 300 503 221.2077 0 CODE(OEESC), 2017 OREGON PLUMBING SPECIALTY CODE(OPSC), 2017 OREGON KEYING SYSTEM. 47. INTERIOR AND PERIMETER OFFICES SHALL NEVER BE ON THE SAME ZONE. CONFERENCE 69. PROVIDE VISUAL AND AUDIBLE ALARM SIGNAL APPLIANCES INTEGRATED INTO THE BUILDING ELECTRICAL SPECIALTY CODE(OESC), 2009 ANSI A117.1 AND TO CONDITIONS AND 25. 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 Portland OR 97209 www.irsarchitects.com SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. DENSITY, AND FINISH. OWN ZONE. ADDITIONAL ELECTRICAL SERVICE AS REQUIRED. COORDINATE REQUIREMENTS WITH 3. CAREFULLY EXAMINE THE PROJECT SITE AND CONSTRUCTION DOCUMENTS. VERIFY ALL 26. PROVIDE CLOSERS ON ALL TENANT ENTRY OR EXIT DOORS TO MATCH EXISTING BUILDING 48. DESIGN-BUILD CONTRACTOR SHALL VERIFY THE SUITABILITY AND CONDITION OF SCHEDULED BUILDING OWNER. ALARM LOCATIONS INDICATED ON PLANS ARE ONLY FOR REFERENCE. DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND REPORT ANY DISCREPANCIES STANDARD FINISH AND TYPE. EQUIPMENT TO BE RE-USED OR RELOCATED. DETERMINE ITEMS THAT NEED TO BE 70. PROVIDE SHOP DRAWINGS FOR ALARM SYSTEM LAYOUT AS REQUIRED BY CODE. TO THE ARCHITECT. 27. PROVIDE DOOR OPENINGS IN RATED WALLS COMPLYING WITH REQUIRED SMOKE CONTROL REPAIRED OR REPLACED. PRICE THESE ITEMS SEPARATELY AND AS EXCEPTIONS/ 71. VERIFY SERVICEABILITY AND REUSABILITY OF EXISTING ELECTRICAL EQUIPMENT, AND 4. OBTAIN AND PAY FOR ALL PERMITS AND FEES TO COMPLETE THE WORK. OBTAIN AND PAY ASSEMBLY AND INDICATED FIRE PROTECTION RATING OF NO LESS THAN 20 MINUTES. CLARIFICATIONS IN BID. REPAIR OR REPLACE AS NECESSARY FOR ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS. WHERE EXISTING DOOR OPENINGS DO NOT COMPLY WITH PRESENT BUILDING CODE 49. AUTOMATIC SPRINKLER SYSTEM SUPERVISION: ALL VALVES, INCLUDING THOSE IN PITS, 72. VERIFY THE CAPACITY AND REUSABILITY OF EXISTING ELECTRICAL PANELS TO MEET e 5. THE CONTRACTOR SHALL PROVIDE AND PAY FOR DUMPSTER AND TELEPHONE. REQUIREMENTS, PROVIDE NEW DOORS, FRAMES AND HARDWARE THAT COMPLY. SHALL BE MONITORED BY UL LISTED FIRE MARSHAL-APPROVED CENTRAL STATION. WATER PROJECT REQUIREMENTS. 6. COORDINATE ARCHITECTURAL WORK WITH MECHANICAL AND ELECTRICAL DESIGN BUILD 28. 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, 73. TERMINATE ALL CONDUITS IN STANDARD DUPLEX BOXES, UNLESS OTHERWISE INDICATED. aWORK AND SUBMIT ALL DESIGN BUILD PLANS TO ARCHITECT FOR REVIEW PRIOR TO PROJECT AREA TO A MAXIMUM PRESSURE OF 5 LBS. TO COMPLY WITH ADA REQUIREMENTS. AS WELL AS OTHER FEATURES DEEMED NECESSARY BY CURRENT NATIONAL FIRE 74. KNOWN EXISTING(E)ELECTRICAL AND PHONE/DATA OUTLETS HAVE BEEN INDICATED ON THE S��RI C. T CONSTRUCTION. PROTECTION ASSOCIATION STANDARDS. DRAWING. ADDITIONAL EXISTING OUTLETS MAYEXISTAND SHOULD BE VERIFIED BY 7. DIMENSIONS TAKE PRECEDENCE OVER SCALE. DIMENSIONS ARE TYPICALLY TO FACE OF FINISHES 50. PREPARE SPRINKLER SYSTEM SHOP DRAWINGS FOR COORDINATION WITH ARCHITECTS CONTRACTOR. 4 // FINISH UNLESS OTHERWISE NOTED. DRAWINGS BY ARCHITECT. 75. VERIFY WITH TENANT OR OWNER LOCATIONS OF ELECTRICAL AND VOICE/DATA OUTLETS FOR • 8. KEEP PROJECT AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS. 29. REPAIR/REFINISH ANY DAMAGE TO EXISTING FINISH SURFACES IN IMPROVEMENT AREA 51. PAY ALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES SYSTEMS FURNITURE PRIOR TO INSTALLATION. ponnme, ' ::-# ,` 9. DO NOT DISTURB ADJACENT TENANTS BY NOISY CONSTRUCTION(Le., JACK HAMMERING OR CAUSED BY CONSTRUCTION OPERATIONS. NECESSARY TO COMPLETE THE WORK. 76. SMOKE DETECTION DEVICES INDICATED ON THE DRAWINGS ARE FOR REFERENCE ONLY C3V CORE DRILLING), OR ODORS(i.e., PAINTING OR ADHESIVE FROM FLOOR OR WALL 30. PAINT EXISTING WALLS WITH 2 COATS OF EGGSHELL FINISH PAINT UNLESS OTHERWISE 52. PROVIDE FIRE DAMPERS AS REQUIRED BY CURRENT OSSSC STANDARDS FOR NEW CONFIRM SPACING OF DETECTORS WITH DEVICE LISTING. OF COVERINGS), SCHEDULE SUCH ACTIVITIES FOR AFTER NORMAL BUSINESS HOURS. NOTED. SUBMIT COLOR DRAW-DOWNS TO ARCHITECT AND OWNER FOR APPROVAL PRIOR TO CONFIGURATION OF FIRE-RATED PARTITIONS. 77. CLEAN AND REPAIR EXISTING SMOKE DETECTORS TO BE REUSED TO GOOD WORKING COORDINATE SUCH ACTIVITIES WITH BUILDING OWNER. APPLICATION. 53. BALANCE DESIGN-BUILD HVAC SYSTEM TO TENANT AND BUILDING OWNERS SATISFACTION. CONDITION. 10. STORAGE OUTSIDE OF BUILDING IS NOT ALLOWED WITHOUT AUTHORIZATION BY BUILDING 31. WHERE ALL NEW PARTITIONS ABUT, JOIN OR CONNECT TO EXISTING SURFACES, WALLS, OR TOUR EXISTING CONDITIONS AND CONTACT OWNER FOR QUESTIONS PRIOR TO BID. 78. CLEAN NEW, EXISTING, AND RELOCATED LIGHT FIXTURES IN PROJECT AREA, OR IN AREAS OWNER. NEW CONSTRUCTION, THE FINISHED SURFACE SHALL BE ALIGNED FLUSH. 54. 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 11. OWNER SHALL NOT BE RESPONSIBLE FOR TOOLS OR MATERIAL GOODS STOLEN OR 32. 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. DAMAGED ON SITE. TO MEET PAINT READY REQUIREMENTS. 55. COORDINATE ZONE CONTROL OF EXISTING HVAC SYSTEM AT IMPROVEMENT AREA. 79. CLEAN AND REPAIR EXISTING EXIT SIGNS TO BE REUSED. REPLACE BATTERY AND/OR CONSULTANT: 12. CONTACT OWNER'S REPRESENTATIVE TO COORDINATE SCHEDULED ITEMS TO BE SALVAGED 33. 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. FOR RETURN. REQUIRED. INDEPENDENT OPERATION BY TENANTS ON EACH SIDE OF A DEMISING WALL. 80. COORDINATE TELECOMMUNICATIONS AND MODIFICATION TO BUILDING ALARM SYSTEM 13. UPON COMPLETION OF WORK, BE RESPONSIBLE FOR RETURN TO OWNER OF ALL MASTER 34. DISPOSE OF ALL PAINT MATERIALS OFF SITE. DO NOT POUR DOWN DRAINS, CATCH BASINS, 56. 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 KEY ORIGINALS OR CARD ACCESS DEVICES. OR IN LANDSCAPING. DUCTWORK BEHIND GRILLS SHALL BE A UNIFORM DARK COLOR. INSTALLATION. 14. WARRANTY ALL PARTS, LABOR, EQUIPMENT,AND MATERIAL PROVIDED UNDER THIS 35. PROVIDE A FULL GALLON OF EACH WALL COLOR WITH LABELS IN TENANT CLOSET OR UNDER 57. DESIGN-BUILD CONTRACTOR AT COMPLETION SHALL PREPARE AND SUBMIT AN AIR 81. REMOVE ALL UNUSED OR ABANDONED ELECTRICAL WIRING, EQUIPMENT, AND PHONE AND CONTRACT OF A PERIOD OF ONE YEAR, UPON FINAL COMPLETION OF CONTRACT. 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 15. SUBMIT SUBSTITUTION REQUESTS ON CSI FORM TO ARCHITECT FOR APPROVAL. 36. TAPE AND SAND EXPOSED GYPSUM BOARD FOR A FLAT, SMOOTH SURFACE FINISH TO MATCH 58. HVAC CONTRACTOR TO PROVIDE 100%FRESH AIR SUPPLIED TO ENTIRE TENANT SPACE REMAIN SHALL BE SUSPENDED FROM STRUCTURE AS REQUIRED BY CURRENT CODE. ARCHITECT'S DECISION IS FINAL WHETHER A PROPOSED PRODUCT IS ACCEPTABLE FOR EXISTING ADJACENT SURFACES IN BUILDING, UNLESS OTHERWISE INDICATED. THREE CALENDAR DAYS PRIOR TO THE FIRST DAY AFTER SUBSTANTIAL COMPLETION. SUBSTITUTION. 37. 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 16. APPLICATION OF MATERIALS TO SURFACES EXISTING OR PROVIDED UNDER THIS CONTRACT OTHERWISE INDICATED. PROVIDE COLORS APPROVED BY OWNER AND ARCHITECT. IMPLIES ACCEPTANCE AND SUITABILITY OF EXISTING CONDITIONS. 38. CONTRACTOR TO FILL AND PATCH EXISTING CONCRETE SLABS AND SHALL PROVIDE SMOOTH ELECTRICAL-DESIGN BUILD 82. CONTACT OWNER'S REPRESENTATIVE FOR INSTRUCTIONS WHEN SCHEDULING WORK ON 17. ALL WORK INDICATED ON DRAWINGS SHOULD BE CONSIDERED NEW UNLESS IDENTIFIED AS UNIFORM SURFACE PRIOR TO NEW FLOOR COVERINGS TO BE INSTALLED. FIRE SPRINKLER&ALARM SYSTEMS. EXISTING TO REMAIN OR TO BE REUSED. 59. ELECTRICAL SYSTEM AND REQUIREMENTS ARE DESIGN-BUILD. SUBMIT ELECTRICAL DESIGN 18. ALL MATERIALS AND PRODUCTS USED ON THE JOB SITE SHALL BE "ENVIRONMENTALLY SAFE" FURNISHINGS TO ARCHITECT FOR COORDINATION WITH ARCHITECT'S DRAWINGS PRIOR TO ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS LOW ODOR, AND NONFLAMMABLE, USE OF ANY PRODUCT NOT COMPLYING WITH THIS CONSTRUCTION. CRITERIA MUST BE APPROVED BY THE BUILDING OWNER. 39. INSTALL BUILDING STANDARD WINDOWCOVERINGS AT ALL PERIMETER WINDOWS IN 60. IF AN OVERRIDE SYSTEM EXISTS, PROVIDE EACH TENANT SPACE WITH AN OVERRIDE SWITCH 83. ALL DIMENSIONS INDICATED ON THIS SHEET ARE CLEAR MINIMUM TO FACE OF FINISH. 19. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE OR CLEANING THROUGHOUT 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 STRUCTURE DEEMED TO BE A RESULT OF HIS/HER WORK. THOROUGHLY CLEAN PREMISES EXISTING. REPAIR AND/OR REPLACE ANY DAMAGED WINDOWCOVERINGS TO MATCH 61. PAY ALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES HIGHEST PORTION OF THE OPENING OR OPERATING DEVICE. UPON COMPLETION OF WORK, INCLUDING WASHING OF WINDOWS, SO THAT BUILDING IS EXISTING. NECESSARY TO COMPLETE WORK. READY FOR OCCUPANCY BY TENANT. INCLUDE CLEANING OF ADJACENT AREAS WITHIN AND 40. FURNITURE INDICATED ON PLANS IS FOR REFERENCE ONLY AND SHALL BE CONSIDERED NOT 62. COORDINATE ITEMS REQUIRED FOR DEMOLITION NOT INDICATED ON DRAWINGS. 84. ALL ITEMS INDICATED BELOW MAY NOT OCCUR ON THIS PROJECT. SEE PROJECT PLANS AND AROUND THE BUILDING THAT ARE NOT PART OF TENANT IMPROVEMENTS, BUT WERE IN CONTRACT. 63. COORDINATE ELECTRICAL REQUIREMENTS FOR MECHANICAL SYSTEMS. ELEVATIONS FOR ITEMS THAT OCCUR. SEE ARCHITECTURAL PLANS FOR ACCESSIBILITY AFFECTED BY TENANT IMPROVEMENT CONSTRUCTION OPERATIONS. 64. DESIGN-BUILD CONTRACTOR SHALL PREPARE A WRITTEN SCOPE OF ELECTRICAL WORK TO AND/OR ADAPTABILITY CONFORMANCE IN THE HORIZONTAL PLAN LAYOUT. 20. CONTRACTOR TO PROVIDE MECHANICAL AND ELECTRICAL AS-BUILT DRAWINGS, ALL BE PERFORMED TO THE OWNER WITH BID. WARRANTIES AND OPERATING MANUALS TO BUILDING OWNER WITHIN TWO WEEKS OF MECHANICAL-DESIGN BUILD 65. ELECTRICAL LIGHTING ON DRAWINGS IS PROVIDED FOR REFERENCE ONLY AND IS INTENDED 85. CONFORMANCE TO FIXTURE MOUNTING HEIGHT REQUIREMENTS ARE APPLICABLE IN ANY COMPLETION OF WORK. CONTRACTOR ALSO IS TO PROVIDE FINAL CERTIFICATE OF 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. OCCUPANCY NO RETAINAGE SHALL BE RELEASED UNTIL OWNER HAS RECEIVED THESE 41. MECHANICAL SYSTEM AND REQUIREMENTS ARE DESIGN-BUILD. SUBMIT PLANS AND CONTRACTOR IN ACCORDANCE WITH EXISTING BUILDING STANDARDS. COMPLY WITH ITEMS. SPECIFICATIONS TO ARCHITECT FOR COORDINATION WITH ARCHITECTS DRAWINGS, IN ENERGY CODE REQUIREMENTS AS REQUIRED BY CURRENT ENERGY CODES AND PROVIDE 86. VERIFY ACCESSORY SIZE WITH MANUFACTURER TO ENSURE CONFORMANCE WITH REQUIRED 21. ALL DEMOLITION WORK TO CONFORM TO CURRENT OSHA STANDARDS. PROVIDE ADEQUATE ADDITION, CONTRACTOR SHALL PROVIDE WITH SUBMITTAL (2) COPIES OF A COLORED FLOOR ENERGY CALCULATIONS REQUIRED FOR WORK OF THIS PROJECT. MOUNTING HEIGHTS. BRACING ON EXISTING CEILING FRAMING SYSTEM PRIOR TO DEMOLITION. PLAN DESIGNATING WHICH AREAS ARE CONTROLLED BY EACH THERMOSTAT. MECHANICAL 66. SWITCHING FOR LIGHTING IS INDICATED IN THE DRAWING FOR REFERENCE ONLY AND IS DESIGN MUST BE APPROVED BY OWNER AND MECHANICAL ENGINEER IF EMPLOYED BY INTENDED TO ONLY SHOW SWITCH LOCATIONS. REQUIREMENTS FOR DUAL SWITCHING, 87. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS AS REQUIRED FOR PROPOSED AND 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 42. 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 NECESSARY TO COMPLETE WORK. PER ROOM, UNLESS OTHERWISE INDICATED. TUB/SHOWER ENCLOSURES. 43. COORDINATE ITEMS REQUIRED FOR DEMOLITION NOT INDICATED ON DRAWINGS. 67. PROVIDE ILLUMINATED EXIT SIGNS AT REQUIRED EXIT DOORWAYS AND WHERE NECESSARY 88, FLOOR DRAINS: ACCESSIBLE FIXTURES REQUIRE A CLEAR FLOOR SPACE CONTIGUOUS OR OVERLAPPING THE ACCESSIBLE ROUTE. FLOOR DRAINS SHOULD NOT BE PLACED IN THIS 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 PROJECT NUMBER: 218053 DIRECTION;AND THE ELEVATION CHANGE AT THE DRAIN LIP DOES NOT EXCEED 1/8". END OF GENERAL NOTES Building 4 TOWEL DISPENSER AND WASTE RECEPTACLE Spec Suite EXIT SIGN -------- HAND DRYER COAT&UTILITY I I SOAP I GRAB BAR, 18"MIN PARK 217 Business Center TYPICAL DOOR I HOOK DISPENSER �r - OPENING q --,,2;r--- TO RAISED , 36"39"MAX41" GRAB BAR,42"MIN 12100 SW Garden Place CHARACTERS12"MAX x,24"MIN 7 ACCESSORY ZONE Tigard, Oregon 97223 .1 G-1 i ilfr -A V 1` IT. I- JCS o IQS JQ� 7 - CARD V .,to v ao0 coo oo0 `� `,' p , v v 0 •cr 0 READER o ~ 1- `9 M I" °CM' jr 4'-0" J • • • `I • 1‘ •I• y ��- 42"MAX 11 Ili III ,, _�- -1 ,, ,� '%�, - , TYPICAL AT DOOR ROOM MOUNTINGS TOILET-SURFACE MOUNT r� z z �In � TOILET 4 _� N i �ai/,,'���, ACCESSORY ZONE(SECTION 604.7) Oil _,1_, 'r �'0 �/16v - 7VISIBLE SYMBOLS,EACH ACCESSIBLE PARKING STALL J I '1' r r '10"MAX MIN.2 1/2"HIGH EXISTING ELEVATOR 54"MAX FIRE ALARM SIGNAL/STROBE OPERABLE THERMOSTAT FIRE EXTINGUISHER SIGN ANNUNCIATOR PANEL EMERGENCY POWER ELEVATOR TO COMPLY WITH �, 2'-6" ^L Fig.308.2.1 Fig.308.3.1 CALL BUTTON - MOUNTED PHONE RECESSED FIRE WALL MOUNTED FIRE OFF PUSH BUTTON CLEAR FLOOR SPACE CLEAR FLOOR SPACE UNOBSTRUCTED UNOBSTRUCTED 39"-41" ,, GRAB BAR, 18"MIN AHJ.AND ADA MANUAL PULL ELECTRICAL OUTLET STATION EXTINGUISHER CABINET EXTINGUISHER PARALLEL APPROACH FORWARD APPROACH FORWARD REACH SIDE REACH 36"MAX GRAB BAR,42"MIN 1� INTERCOM 4 0' TACTILE _ ELECTRICAL OUTLET TELEPHONE �►c�• SIGNAGE EC .,24"MIN AT CASEWORK STATION _ �` �c BASE_OF _ L 4"MAX 4� I OUTLET AND (j I _ CHARACTER , �//�%/�! %�////�//� SWITCHES _ �.,i _ �- � ,;ia I �. ACCESSORY ZONE -'�t� z G.,_____•„.. _ - +r Citi v _ �v c� --•(-4:141.V16, ,►� :/r4 - u - ilc� L.A.t X X g l* _ 0 11 uJ '' . w Q s w V U z a � ¢ z --'r - z I�1��/'��I�r .r.',01 Y _ _ j Q o q o o _ 5 _ m 4 io w o - ::==� v /�►�•=� _' I o O w w w w cn g Nr �r� I�Lt'�� - /� I��1'�� c`O m r -dQ. M °' �- Iw- w U w CO ao 4 - w ,Qn - 6E, SHEET TITLE: 8 1 i z v Ai► _ 0 _ ih0 Qz I-- > � 0 vw vw "vm a n- iv v eco a 20"MAX L0 r +� `20"-25" �4 M ~ �' �-- - - �`0 M 0 0 0 0 o M M0 _, .`, - I I General Notes & co Fig.308.2.2 '. 1► !. a- .- •_ •_ t • - •- ' • 42"MAX • • . •. 4 . . OBSTRUCTED HIGH FORWARD REACH cn N •� 6 5'-0" �, Standard Mounting 0, > 10 24 A TOILET-RECESSED MOUNT TYPICAL AT ELEVATOR MISCELLANEOUS WALL MOUNTINGS ANO OTHER FIXTURES 10"MAX ACCESSORY ZONE(SECTION 604.7) 12"MIN 32"CLEAR AT w Heights r- -� ALLOWED IN THIS AREA 0 a�-' 4, ' -.` 24"MINI, ACCESSIBLE Q LIMITS OF PROTRUDING OBJECTS 31/2"MAX 12"MAX 3-4 I. 36"GRAB BAR .I `� I >�'`- / EXCEPTIONS: -11R) FOR�,� PARALLEL - REFLECTIVE SHELF AND 18"VERTICAL _ f ,I,___,� q\ 17"TO 25" _ _ ., m _ APPROACH w y bo g 1. HANDRAILS MAY PROTRUDE MAX, SURFACE POLE -moi "uf µl 11 GRAB BAR 12"MIN -� w LL v r_-' v 15"MIN FOR 5"MAX m 2. DOOR CLOSERS AND DOOR STOPS „ y z I �' M• FORWARD FOR FORWARD �/ 42 GRAB BAR �, _ > LAVATORY&LAV j t `r, ► r SHALL BE PERMITTED TO BE 78"MIN =--„� w 0 w IN COUNTER h O DRAWN BY: KDC APPROACH ' APPROACH m z - 8 MIN ABOVE FLOOR m - 01 �,, URINAL r 0 Fig.308.3.2 v - • .-- �.I _ _ (jI _• < INSULATE EXPOSED • . y - - c� -'vo z > .l. m+ : n SCREEN ¢ / • 68 DATE ISSUED: SPOUT OUTLET w ¢ LAV 1- ` `+ a O 'r RIM .I 1- HOT WATER z 8", OBSTRUCTED HIGH SIDE REACH ICC/ANSI A117.1-2009 SECTION 308 REACH v f- 5 > _ . n 0 v g k. PERMIT SET: 10.10.18 y z 8"MIN U w _ b�c9 of i� o ¢ SUPPLYAND ? / m RANGES(ALL DIMENSIONS ARE NOT TO SCALE) / �, ¢ _ > g wi. _ O r r �, it . J ¢ w Co �,, z r� = O URINAL / / 1.- PIPES TYIP - O o 0 ;n o _ w to `�' v b 0° iv 18"VERTICAL \ M co a �� I 1 .Q ��� c M /9. GRAB BAR ` (4) ' 1 I' Cl) p6-18" I+ 42"GRAB BAR r 6"MAX r 11"Airs! 6"MAIC " \11"MIN �o 0o SIDE APPROACH co M M • •'^ •' °6° FLUSH CONTROLS ON WATER CLOSET-PLAN DRINKING FOUNTAIN(SECTION 602) MIRRORS(SECTION 603.3) SHELVES(SECTION 603.4) WATER CLOSET(SECTION 604) OPEN SIDE OF WATER CLOSET (SECTION 604) URINALS(SECTION 605) LAVATORY AND SINKS(SECTION 606) co I. ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS (PER ICC/ANSI A117. 1-2009) 9.n SCALE: NOT TO SCALE A\ 1 0 0 0 SHEET: 0 I 0) e LRS Architects,Inc. 2018 m 2 co 1 i Y \ t, II I1wl,uo,.mu llol,.ul•u e,.0,wuuw ( l.lnl.ul,l.,.uol nwW,m,r.,l SUSPENDED CEILING PRESCRIPTIVE PROVISIONS FOR SEISMIC DESIGN CATEGORIES D, E & F I I Documentation is based on NWCB Technical Document 401. In all buildings, other than structures classified as Spreader Bars Mechanical Services wu..1w. uwlwwu.rw„ ml,w 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. weighing ryall g positively ceilingsuspension Id • Terminal ends of main runners and cross members shall be tied together or have some other approved means runners or to cross runners thathavethe same carryinge capacity as the hmain orunners. main dIIYY,Jwl,lw,,,a,,lw..l„ to prevent their spreading. Stabilizer bars, cross tees or other means to prevent spreading shall occur within 8" 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 ARCHITECTS of each wall. 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. • Spreader bars are not required at perimeters where runners are attached directly to closure angles. Terminals or services weighing more than 56 lbs shall be supported directlyfrom the structure above document is designed to accomplish the intent of the International Building Code(IBC)with regard to the requirements °intersecting9 9 PP by • Spreader bars are not required if a 90 cross or main is within 8"of the perimeter wall. 720 NW Davis 503.221.1121 for seismic design categories D, E& F for suspended ceilings and related items. Unless supported by engineering,theapproved hangers. 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 clips may be used 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 VERTICAL STRUT. SEE Portland OR 97209 www.lrsarchitects.com References sourcesper hierarchy:2012 International BuildingCode(IBC),American Societyof Civil Engineers See Detail 5/A101 TABLE 1. • Y' ( ) 9 through the ceiling tile to allow free movement of at least 1"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) Adi' • 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 016VjD kit), • 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. y from the seismic design requirements. • Wires shall not attach to or bend around interfering material or equipment. A trapeze or equivalent device shall DIFFUSER M'� • 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°0- ri,i•SIAR17 resistance to the effects of earthquake motions. load and lateral forces appropriate for the seismic category. ESSENTIAL SERVICE BUILDINGS LESS45° OR ka sl• 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 4 if (See Detail 1/A101). Electrical Fixtures center, State Patrol office, sheriffs office, or emergency communication dispatch center. 111 , ' • �, ' •^^, ' `•• Changes in ceiling planes will require positive bracing. See Detail 8/A101 GRID • AL.. (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 The main beams and cross tees of the suspension system. � 1111 .1 BRACE WIRES HANGER WIRE `,I a g �� See Detail 1/A101 structure above. This wire may be slack. �� 10 or 12-gage soft annealed wire used as primary support for the grid system. Also called suspension wires. 1 v . • Ceilings constructed of screw-or-nail-attachedgypsum board on one level that are surrounded byand • Light fixtures weighing more than 10 lbs and less than 56 lbs shall have two 12-gage wires attached at 1� 1��M III OR 9 LATERAL FORCE BRACING connected to walls or soffits that are laterallybraced to the structure above are exempt from seismic opposing corners of the light fixture to the structure above.These wires may be slack. 45" ' bl.\ I / P The bracing method used to prevent ceiling uplift or restrict lateral movement during a seismic event. Lateral S 4 LESS design requirements. • Light fixtures weighing more than 56 lbs shall be supported directly from the structure above by approved ,/ �\ 9 q force bracing consists of vertical struts and splay wires. � . N.� • Ceiling areas of 1000 sq ft or less shall be exempt from lateral force bracing requirements. hangers. MAIN BEAM ./ ' • Lateral force bracingis 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 ( P P Y The 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. ) Tandem fixtures mayutilize common wires. carrying runner or mains. CONSULTANT: • Lateral Force Bracing shall be 12 ft on center(maximum)and begin no farther than 6 ft from walls. 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 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. Seismic Separation Joints of an acoustical ceiling grid. • Seismic splay wires shall be attached to the grid and to the structure in such a manner that they can See Detail 9/A101 PERIMETER CLIPS `J' I support a design load of not less than 200 lbs or the actual design load,with a safety factor of 2, • 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 ink `J� whichever is greater(Detail 78/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. . ,� � M • Power Actuated Fasteners(PAF's),when used for seismic application as part of the prescriptive path in penetrations to provide sufficient clearance. PERIMETER WIRES '9/N 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 be per the designer of record and noted on the Hanger wires placed within 8"of the surrounding walls. GAO e� 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 M 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 /. LATERAL 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. Wall Moldings SCALE: NOT TO SCALE TABLE 1:Maximum Recommended Lengths for Vertical Struts VERTICAL STRUTS See Details 4/A101 and 2/A101 (or alternate proprietary option-3/A 101) 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 • SEPARATE PIPES, to satisfy the requirements for the 2"closure angle. CONDUITS SUPPORTETC, SECUREP ALL • 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 WALL MOLDING least level with the bottom plane of the grid and independently supported and laterally braced to the structure o , / .• 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 AROUND DUCTS AND OTHER VERT STRUT LARGE DESTRUCTIONS. • 8" MAX j7 .-- SECURE ALL RECESSED 8" MAX BUILDING STRUCTURE SURFACE MOUNTED FIXTURES TO • GRID&STRUC AS REQD. LAY IN FIXTURE WIRES MAY BE SLACK. 8" MAX , 90.00° ��1 WALL °.44)% . 0 :---1 , / WALL / — 2"WALL MOLDING )�� -�G��G OO 4iV , %-74, b.-sk(4 ii c Q 1 Iw 0 3/4 MIN @ ` PROJECT NUMBER: 218053 1%:1 / \ t Z o �y ® -UNATTACHED- 8 MAX ! �,, n�/ � \ WALLS Q. O 7SECURE ALL HANGERS TO / ` , c0 �a WAY, MAIN RUNNER TO STRUCTURE. Building4 BUILDING STRUCTURE. ® TRAPEZE AROUND DUCTS AND ° SCREW BEGIN BRACING WITHIN 6'-0"OF OTHER LARGE OBSTRUCTIONS / ° \ PERIMETER AND 2"FROM CROSS Spec Suite ATTACH ONE SIDE OF GRID -� ° o J _ Vis/ ° MEMBER WHERE REQD COUNTERSLOPE HANGERS : • � (SEE UNATTACHED DETAIL) ° ° r ADDITIONAL HANGERS AT ALL IF MORE THAN 1:6 OUT OF PARK 217 Business Center @ . ` ° %•0. MEMBERS WITHIN 8"OFPERIMETER WITH PLUMB ko '0. SPREADER BAR SUPPORT WIRE @1:6 SLOPE 12100 SW Garden Place PROPRIETARY CLIP. ° = OR OTHER SUITABLE INSTALL PER MFR(MUST ° L�/ �o �� SYSTEM REQUIRED TO SPREADER BAR REQD AT UNATTACHED SIDE Tigard, Oregon 97223 I�/ KEEP PERIMETER r'� ` 4 O BE APPROVED BY AHJ). ° ° `J�/ COMPONENTS FROM 2"CLOSURE ANGLE ° 12 ` .o SPREADING APART ° ` NOTES: •o `� a —RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. 4. 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 / % TYPICAL CONNECTION • LAY IN FIXTURE WIRES I DEVICE CAPABLE OF • MAY BE SLACK io CARRYING 100 LBS OR o o o o q� Ipp o o J� o o MORE / *I 2 - - - 2 – J 000000001l I�� 00004 - � j 0000 ask% ,t 11 A101 J11 BUILDING STRUCTURE FLANGE --/1/ j ATTACHED ( 3/4"MIN � / POP RIVET SHEET TITLE: 0 4 CEILING CLIP SUSPENDED ><zi >< A101 CEILING GRID A. FOR CEILING AREAS EXCEEDING 2,500 SQ FT . 3 i3 TURNS Suspended Ceiling A101 �� N VERTICAL HANGER WIRE \ c w & Light Installation a. a w A. VERTICAL HANGER WIRE ATTACHMENT \ \ ,/ w >Q 0 Guide & Details I- ,,, \ / Q 1- 5/8"MAX \\ /n\ // z PROVIDE SUPPORT FROMIkk / \ / \ / Q �-M' STRUCTURE \ // SOFFIT LATERALLY BRACE ir. (1!>< I I \ v / TO STRUC ABOVE w (C\ / N f \ / .i \ /,/x\ ® • ' cilli„ YI. i,lini0nil.i ,,,dl,. iUJI ,I II uL4,illi ~ NN o ,Q/ DRAWN BY: KDC 1 �� o° • : BUILDING STRUCTURE • ',~, EXTEND SOFFIT TO AT y A10 j 8 Z *:� LEAST BOTTOM PLANE OF DATE ISSUED: H A101 / FIXTURE bit. co CEILING GRID PERMIT SET: 10.10.18 m STEEL STRAP 1"WIDE x 2" REQUIRED SUPPORT: Co S.'•; N jt, 6" 1'-0" LONG x 12 GAGE MINIMUM <10 LBS, (1) 12GA WIRE 77 I. / UNATTACHED 5 10-56 LBS, (2) 12GA WIRES / o o '' Y` =•` / 1 3 TURNS 0 0 0 ��:, oa0000000e� co A101 >56 LBS, SUPPORT DIRECTLY FROM STRUCTURE o 0 0 0 0 7 co A101 SPLAYED SEISMIC WIRE PENDANT MOUNTED FIXTURES: --. ACING SHALL BE DIRECTLY SUPPORTED BY STRUCTURE B. SPLAYED SEISMIC BRACING WIRE ATTACHMENT 'NW/9GA WIRE OR APPROVED ALTERNATE. B. TO CREATE CEILING AREA OF LESS THAN 2,500 SQ FT �a a 6. LATERAL FORCE SUSPENDED TYP CEILING PLAN 7. WIRE A TTA CHMENT DETAILS 8. FIXTURE SUPPORT 9. SEISMIC SEPARATION JOINT SECTION . � o SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SHEET: aa m LRS Architects,Inc.®2018 coE M co ', m 3 c Y II • i it- ---.i ) ARCHITECTS 720 NW Davis 503.221.1121 �3 I I 1 I r u 1 n I I I r Suite 300 503 221.2077 D \ , I I (1 Portland OR 97209 www.lrsarchitects.com --T- - 0 -� I I�a €10 I I 'I � I f�- 0 1I II la ILI - i II �� - - - Iiaose) 404> _� I 11BIE C.SG1R1' Tia , 11 7/1//jiii ><r La • ---- OF COI' LORI �� �C — - - -it_ tT'I/ P SA] `i LIDS— �—,i F --i H (IJ) V / ILI SLC___71 14 CONSULTANT: [I 0 - Rj - - - TAY - �-- -4747;- -Y - - T \ P -F� J \ i Lill io a A o ® ® ® 0 0 -. I OJ I i 1 III // 42 f42 '�42^z42'� — — ,--i ,� I - AI I I� O / � - - - - - 1 41)9I I I . - = = 3I ILI E [ II — - - - I +24" I I—blV ❑ =--/-1 le ,IIr I /os / _i li PROJECT NUMBER: 218053 y s�Ia Building 4 ® 11Q. _ Spec Suite 61 u) PARK 217 Business Center A—' 12100 SW Garden Place 1� I$i 0 Tigard, Oregon 97223 IIIIG n 1/ w i0 —u ,, n u - -, , , , I , I J1 � O 1. DEMOLITION PLAN CI) SCALE: 1/8"= 1'-0" DEMOLITION GENERAL NOTES DEMOLITION KEYNOTE LEGEND A. REMOVE ALL EXISTING FLOORING AND BASE, INCLUDING GLUE, DOWN TO O REMOVE EXISTING CASEWORK,COUNTER,SINK(S)AND FAUCET(S). RELOCATE CONCRETE&PREP FOR CONCRETE CLEANING. ALL PLUMBING PER NEW PLAN. EXISTING PLUMBING FOR(2)TOILETS TO BE EXISTING PARTITION TO REMAIN 3 RELOCATED PER PLAN. B. WHERE WALLS ARE TO REMAIN, PATCH SHEET ROCK&PREP FOR PAINT WHERE = = = DEMO EXISTING ELEMENT-PULL ALL ELECTRICAL AND , PERPENDICULAR WALLS WERE REMOVED. O2 REMOVE EXISTING BUILT-IN CASEWORK AND FIXTURES.CAP OFF PLUMBING. LOW VOLTAGE WIRES AND CONDUIT IN WALLS TO BE SHEET TITLE: E, PATCH AND PAINT AS REQUIRED. REMOVED UNLESS NOTED OTHERWISE C. REPAIR ANY DAMAGED WINDOW MULLIONS,SILLS OR TRIM AT PERIMETER OF Demolition Plan BUILDING WHERE WALL(S)WERE REMOVED. O REMOVE EXISTING STOREFRONT&PREP FOR NEW BUILDING STANDARD SUITE EXISTING FIRE RATED PARTITION ENTRY SYSTEM. y D. PROTECT ALL ADJACENT AREAS DURING DEMOLITION&FROM DUST AND TRASH FEC EXISTING FIRE EXTINGUISHER CABINET 0 INTRUSION. .0 REMOVE EXISTING FURRING AT WINDOWS. RESTORE WINDOWS AS NECESSARY AND PROVIDE BUILDING STANDARD WINDOWCOVERINGS. Q EXISTING THERMOSTAT E. REMOVE ALL EXISTING WINDOWCOVERINGS THROUGHOUT AREA OF WORK. O REMOVE EXISTING CASEWORK. 1.1 EXISTING BLANK OUTLET F. REMOVE AND SALVAGE FIRE EXTINGUISHERS&CABINETS FOR REUSE. PROVIDE m AS REQUIRED BY CODE. O REMOVE AND/OR RELOCATE ELECTRICAL PANEL. EXISTING LIGHT SWITCH N G. REMOVE ALL TACK PANELS,W 77 HITEBOARDS, PLYWOOD, ETC. FROM WALLS TO REMOVE AND SALVAGE EXISTING STOREFRONT DOOR FOR LANDLORD'S r REMAIN UNLESS OTHERWISE NOTED. PATCH AND PREP FOR PAINT. STOCK. EXISTING DUPLEX DRAWN BY: EMA U H. PATCH HOLES, DENTS,SCRATCHES, ETC. IN WALLS PRIOR TO PAINTING. EP EXISTING ELECTRICAL PANEL DATE ISSUED: PERMIT SET: 10.10.18 m N I. REMOVE&SALVAGE DOORS, FRAMES,&RELITES FOR OWNER'S STOCK. V EXISTING TELE/DATA OUTLET 0_ �1'H. REMOVE ALL LOW VOLTAGE CABLES-PROVIDE BLANK WHITE OUTLET COVERS. EXISTING QUAD OUTLET LEAVE IN PLACE ALL LOW VOLTAGE FOR HVAC AND FIRE LIFE SAFETY SYSTEMS. 5, F I. TIE UP THERMOSTATS AT WALLS TO BE REMOVED FOR FUTURE TENANT IMPROVEMENT. r 0 a- J. CEILING CONFIGURATION TO REMAIN UNLESS OTHERWISE NOTED. kia 0 o SHEET: AD2O1 LRS Architects,Inc.©2018 ia m • ;‘- ) I- F _- _ 5'-0" 3'-1" 6'-8"F.V. 5-0" ARCHITECTS 7 -r -ia 720 NW Davis 503.221.1121' _:._ 2 — \ O7 5-T, ,, (BJ FEC ff ) ` EP' ® 8 8 1 w[ Suite 300 503 221.2077 0 MENS _ "PT-1 _ _ _ _ ELEC L IMMENEMIIIMIIMI Portland OR 97209 www.lrsarchitects.com 801 �'y i°7/ os; sv-A 4' OOOO 12 I(9 N+42" M � • CPT-1 W 0 ( • T u 0 • n fi� � 4. `-0 LCPT-1 _ N+4L.Px59 / ___ \` T �� /� °s( -«+-.49 __. ' (woMENs\10eN v 1 w J ® =Half C.SWa'r i/ O7 °; _ OFFICE OFFICE l� 108 Cg 109 (� flat a • IMI . ��.,,,,064_ , tEl C {f} I M t :—t T �11i+6o"IP+60 lJ +42" NIC) I - vc ,, . T-1 1 BREAK ROOM "' O 105 N _,JH $ -- 1, u ,,,_, ...,_„ 0 0 c, ,_, „ ,_, I OF g EW ® 8 8 [17 !I CPT-1 20'-2"F.V. O O r s e COMMON z Os Ak CORE 110 CONSULTANT: 801 CPT-1 CPT-1I V. r E_ OFFICE ® qP7 OPEN OFFICE H U 8 101 MEN'S ® WOMEN'S 4) I 111 112 --0r ® n OFFICE F _ F� ® 114 ® 'od or r- as1 9 Cl fri) -__ $8 os REF acUii'4r Ii,41;6, 117 E2 Su V So — U. OPEN OFFICE I N ' O 'N - OFFICE 115 ID JAN COFFEE BAR 119 118 T IU 1 801 yr._t 1 . I ® . a ),—.i O CPT-1 CPT-1 3 ENTROYO ( I z O III OFFIC 6 O TYP. 1 ® ® os f. (nos (nos np. N{-{} OFFICE OFFICE OFFICE CPT-1 �� Os CPT-1 N{f} 102 103 104 I it CPT-1 V _ PRP 9 PM PROJECT NUMBER: 218053 II U 1, u I i „ 1 i i r - II II - Building 4 ® in N4i _ Spec Suite PARK 217 Business Center NEWAft 12100 SW Garden Place CPT-1--- n - A801 Tigard, Oregon 97223 ENTRY 120 • IMII CPT-1 O r I'1 @ CBS Ijl {I II I I I • • . • il <6'12),• 0 • N 1. FLOOR PLAN El) SCALE: 1/8"= 1=0" FLOOR PLAN GENERAL NOTES FLOOR PLAN KEYNOTE LEGEND FINISH LEGEND A. DIMENSIONS ARE TO FACE OF WALL UNLESS OTHERWISE NOTED. ADVISE ARCHITECT OF ANY O BREAK ROOM: PROVIDE BUILDING STANDARD PLASTIC LAMINATE 36"HIGH UPPER CABINETS, CARPET DISCREPANCIES PRIOR TO CONSTRUCTION. PLASTIC LAMINATE ACCESSIBLE LOWER CABINETS WITH PLASTIC LAMINATE COUNTERTOP AND • • EXISTING PARTITION TO REMAIN S LIGHT SWITCH CPT-1 SHAW,5A189 PRIME,88505 PERFECT CHARCOAL ' BACKSPLASH. PROVIDE STAINLESS STEEL SINK,GOOSENECK FAUCET,STAINLESS STEEL SHEET TITLE: Z3 B. ALL ELECTRICAL WORK IS DESIGN BUILD-ALL ELECTRICAL OUTLETS, DATA&SWITCHES SHOWN ACCESSIBLE DISHWASHER,AND DEDICATED POWER FOR FUTURE TENANT-PROVIDED EXISTING FIRE RATED PARTITION LIGHT SWITCH w/OCCUPANCY SENSOR SHEET VINYL Co FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS. SUBMIT ELECTRICAL PLANS TO REFRIGERATOR,MICROWAVE(S)&COFFEEMAKER. °S SV-1 ARMSTRONG, REJUVENATIONS,34349 LAST CALL Floor Plan N ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION.CLEAN&RESTORE ALL LIGHTS TO WORKING NEW BUILDING STANDARD PARTITION qDUPLEX OUTLET 5. ORDER PRIOR TO JOB COMPLETION. O2 PROVIDE NEW STOREFRONT DOOR TO MATCH EXISTING. (SEE DETAIL 10/A801) VINYL COMPOSITION TILE S. C. WHEN NEW LIGHT SWITCHES ARE ADDED TO ANY PORTION OF THE SUITE, REPLACE ALL EXISTING 03 PROVIDE NEW BUILDING STANDARD WINDOWCOVERINGS AT ALL EXTERIOR WINDOWS. NEW BUILDING STANDARD PARTITION EP co ' I EXISTING ELECTRICAL PANEL VCT-1 ARMSTRONG,STANDARD EXCELON,51915 CHARCOAL 8 LIGHT SWITCHES WITH NEW BUILDING STANDARD OCCUPANCY SENSOR SWITCHES. TO 8"ABOVE ACP(SEE DETAIL 9/A801) V TELE/DATA OUTLET RUBBER BASE v0 PROVIDE NEW STOREFRONT WITH DOUBLE DOORS TO MATCH EXISTING. RB-1 SHAW,#00066 NIGHT 0. D. PATCH AREAS ADJOINING AND/OR ADJACENT TO DEMOLITION WORK TO MATCH EXISTING RECITE PARTITION q QUAD OUTLET m AND/OR NEW CONSTRUCTION. 05 INFILL OPENING TO MATCH EXISTING FIRE RATING AT THIS LOCATION. PAINT " P-1 (GENERAL)SW7071 GRAY SCREEN TS NEW NEW OR RELOCATED BUILDING N NEW E. REPAINT ENTIRE AREA OF WORK.ACCENT PAINT LOCATIONS TO BE DETERMINED ONSITE WITH O PROVIDE NEW BUILDING STANDARD DOOR, FRAME AND HARDWARE. STANDARD DOOR, FRAME&HARDWARE P-2 (ACCENT)SW7073 NETWORK GRAY - -1 CD PROPERTY MANAGER PRIOR TO CONSTRUCTION. d DEDICATED CIRCUIT P-3 (ACCENT)SW7075 WEB GRAY DRAWN BY: EMA W 07 PROVIDE NEW ACCESSIBLE RESTROOM WITH BUILDING STANDARD PLASTIC LAMINATE F. WHERE NEW DOORS, FRAMES&HARDWARE ARE PROVIDED,MATCH EXISTING BUILDING COUNTERS, PORCELAIN SINKS, PORCELAIN TOILETS/URINALS, FRAMELESS MIRROR,STAINLESS FEC EXISTING FIRE EXTINGUISHER CABINET PLASTIC LAMINATE DATE ISSUED: STANDARD TYPE,SIZE, FINISH&COLOR. TOUCH UP EXISTING FRAMES&DOORS WHERE NEEDED STEEL TOILET ROOM ACCESSORIES INCLUDING GRAB BARS, POWDER COATED METAL TOILET O THERMOSTAT PL-1 (COUNTER)WILSONART, 1864K-55 SALENTINA NERD PERMIT SET: 10.10.18 co TO APPEAR AS NEW. REMOVAL ALL SIGNAGE FROM DOORS-PATCH AS NECESSARY. PARTITIONS, SHEET VINYL FLOORING WITH 6"COVED BASE, PLASTIC LAMINATE WAINSCOT TO 48" ly BLANK OUTLET _ FD FLOOR DRAIN PL-2 (MILLWORK) WILSONART,7964K-12 SKYLINE WALNUT c AT WET WALLS, FRAMED GYPSUM BOARD CEILING AT 8'-0"AFF(SEE DETAIL 11 /A801)WITH BUILDING STANDARD LED CAN LIGHTS, EXHAUST FAN AND VANITY LIGHTS ABOVE BOTH SINKS. PROVIDE PUSH PULL DOOR HARDWARE WITH CLOSER. PROVIDE FLOOR DRAIN. am ..-3a O PROVIDE STOREFRONT TO MATCH EXISTING WHERE DOOR WAS REMOVED. O PROVIDE SIGN STATING'DOOR TO REMAIN UNLOCKED DURING NORMAL BUSINESS HOURS'AND g "PUSH TO EXIT'DEVICE. A2O2L d ..0 0 Z SHEET: 0) Cql LRS Architects,Inc.0 2018 g 66m 3 c , LrS .– ARCHITECTS ro"---:- 01 - 1 .r. , .. I _ __.__.__.___, ,=. 720 NW Davis 503.221.1121 t X ® — �� �� -- \�4 -- Suite 300 503 221.2077 L FA H - _ __ I ` I Li_ IllPortland OR 97209 www.lrsarchitects.com I �m MI mi _ soOD dilec). 1-111111 i 1 IIP , IP 111 IP 1. ] WW1 C.SWAT A i A� i 1 . ------... ,,,, 1 1355, I I I I__ % OF 1111ril 1 III 111111111111= Iii.-i = ml ----„,..„„ _ -,- --T II _ - - CONSULTANT: \MI r- WM 1— ,::..,..:....-i::.......: ..:......,.„ . . ... ,...,.......::,...;.,.:,: 1 E. um. • .. / =MG TYP - J` L �I x ______i --ffi1 Iiii - ' ---- (-3) .M1 MI IIM Wil -{ - .1 . _ a:::..."?'.::.:::'::1:•.- .':.:1. :-..:::...f:.....:,.::,...:',....9. .::: :. 1 _A I . : I MI I III. i ______H., r r 11111111111, IMMI 1 MEE II X _ . i. ill IIII I -I -d ■ __:. .___._,. 1 / prl . cs) . ___ --. x ___] .. .=,....„,,_,„. x x 1 _ ::: IJ -----,....._,- 1 ------- ,, - IBIS], , ,_ 1 , im 1 (_3_,) Ty a NM ) J ! IF I! ----- ii- 11 I — I_ 7II7+I1 ! ! ! i I -1 s I I 1 T -1 _ 1 �- 'I I - .. .__ ® PROJECT NUMBER: 218053 �I \ Building 4 - r Spec Suite _ y PARK 217 Business Center - ! \ \ =112100 SW Garden Place (i! Tigard, Oregon 97223 __ X X 0,1\1 >C-------„, ,-- „..,„.„..„,.. - 1 ,t(-4) ir N 1. REFLECTED CEILING PLAN 1(i SCALE: 1/8"= 1'--0" GENERAL NOTES KEYNOTES LEGEND A. REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES. O REMOVE EXISTING ACOUSTICAL CEILING GRID, PROVIDE NEW SUSPENDED 0 NEW OR RELOCATED BUILDING STANDARD RECESSED LED CAN LIGHT FIXTURE B. ALL ELECTRICAL WORK IS DESIGN BUILD- EXISTING&NEW LIGHT FIXTURES ACOUSTICAL CEILING GRID SYSTEM TO MATCH EXISTING, SEE A101 FOR EXISTING GYPSUM BOARD FRAMED CEILING SHEET TITLE: a SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT MORE INFORMATION. ANY DISCREPANCIES TO ARCHITECT. SUBMIT ELECTRICAL PLANS TO NEW OR RELOCATED 2X4 BUILDING STANDARD LIGHT FIXTURE N ARCHITECT FOR REVIEW PRIDR TO CONSTRUCTION. CLEAN & RESTORE ALL �'` NEW GYPSUM BOARD FRAMED CEILING TO MATCH EXISTING Reflected a LIGHTS TO WORKING ORDER PRIOR TO JOB COMPLETION. J PATCH GYPSUM BOARD FRAMED CEILING IN LOCATIONS OF REMOVED SEE 111A801 FOR MORE DETAILS 2 WALLS TO MATCH EXISTING. ® ®� EXIT SIGNS(WI INTEGRAL ARROW WHERE OCCURS) Ceiling Plan C. ALL MECHANICAL WORK IS DESIGN BUILD EXISTING&NEW DIFFUSERS EXISTING 2X4 ACOUSTICAL SUSPENDED CEILING O EXISTING LIGHT FIXTURES TO BE RELAMPED FOR CONSISTENT COLOR CEILING HEIGHT AFF d SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT TEMP THROUGHOUT. 41100 c ANY DISCREPANCIES TO ARCHITECT. SUBMIT MECHANICAL PLANS TO 1 — — ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN ALL DIFFUSERS U PROVIDE NEW OR RELOCATED BUILDING STANDARD EXIT SIGN TO MATCH I I EXISTING 2X4 ACOUSTICAL SUSPENDED CEILING TO BE REMOVED OS SPEAKER PRIOR TO JOB COMPLETION. EXISTING T — — T n it `1 D. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING TO ARCHITECT X EXISTING HVAC SUPPLY { FOR REVIEW AND COORDINATION PRIOR TO CONSTRUCTION. ( ) SALVAGE EXISTING EXIT SIGN. /.///// NEW 2X4 ACOUSTICAL SUSPENDED CEILING TO MATCH EXISTING EXISTING HVAC RETURN DRAWN BY: K D C E. REPLACE ALL DAMAGED CEILING TILES&GRID TO MATCH EXISTING BUILDING DATE ISSUED: STANDARD. \ EXISTING 2X4 BUILDING STANDARD LIGHT FIXTURE PERMIT SET: 10.10.18 m ti F, WHERE NEW LIGHTS ARE ADDED-MATCH EXISTING BUILDING STANDARD TYPE ■ EXISTING 2X2 BUILDING STANDARD LIGHT FIXTURE f. AND FINISH. M o EXISTING LIGHT FIXTURE TO BE REMOVED OR RELOCATED N EXISTING IGHT FIXTURE TO BE REMOVED OR RELOCATED — 0 r , EXISTING LIGHT FIXTURE TO BE REMOVED OR RELOCATED o L J „s A 4 0 1 SHEET: E 1) LRS Architects.Inc©2018 w 3 l6 oC 1 (7-_--di _ _ if - - F1` - -- -----) , ARCHITECTS 720 NW Davis 503.221.1121 M Q HORIZONTAL SURFACES, PAPER TOWEL - CONTINUOUS CONTINUOUS 5 VERTICAL PL-1 DISPENSER 4 © FRENCH CLEAT FRENCH CLEAT Suite 300 503 221.2077 D A801 A801 SURFACES, MIRROR(4'-0"x 5'-0") A801 A801 Portland OR 97209 www.Irsarchitects.com L. 16'-6 5/8" ,, PL-2 9'-1" 1'-0"U.O.N. 1'-0"U.O.N. ' 6 EQ.CABINETS VANITY LIGHT FIXTURES 3 EQ.CABINETS V PLASTIC LAMINATE AT PLASTIC LAMINATE AT ALL VERTICAL ALL EXPOSED& ,� EXPOSED& SEMI-EXPOSED SURFACES, SEMI-EXPOSED it SURFACES OVER 3/4" PLAM COUNTER WITH— -- SURFACES OVER 3/4" SUBSTRATE;SELF EDGE A�- ,, \ I \ �\ �� �� 4"BACKSPLASH(PL-) u 3'-0" 5'-0" /\ /\ -'` PL-2SUBSTRATE; SELF / \ / \ / \ 7\ / \ / \ < � EDGE WHITE INTERIOR w/ Ae) Itik). - - - - - - _ - - / - - 6 - 4 ADJUSTABLE SHELVES(TYP) GRAB BAR %- \ -� 1o 11 - u - �/ - - C 1 f N /_ / IAgIGRAII M 41157 lel M Ifu116RAi IMI6RAI %n\ %\ %^\ / �I - - �- ��� \�� (NIC) WHITE INTERIOR(TYP) ��'" NOME C.• • (NIC) I ( (NIC) I l) ti, 4k y� (- - - - n 5-1 ,1-6 `1 I 1/1/44,4fi z'`- REF REF �`Q (NIC)N / (NIC) N WHITE INTERIOR w/ •0 4"WIRE PULLS, BRUSHED `If i 1 1 ,�� M �� �? ADJUSTABLE J ALUMINUM(TYP) �, ' "' A _ _ _ _ �� ,'� 1 - •! HORIZONTAL • 1 [;1 c mace _ �- "' • SHELVES(TYP) "' I �\ _ PLASTIC LAMINATE AT ALL - - 1 - - SURFACES,PL-1 - y '' `� A —lir 4 1 } i I 1 I - f - o HORFACES,L o 7fIN. iftN. iA \N DW i -11 � i11� o - - ' 4 DW •� i i PL-1 OF - - , - 'N / - - _ - N / - - - - - r 1 EXPOSED& SEMI-EXPOSED �" i i / ,_-_<___ i \ `" w M N. / �� i� - ZN' • I SURFACES OVER 3/4" I I I. A I _� �_ I I i R -� 4"WIRE PULLS, � MICROWAVE SUBSTRATE;SELF EDGE -6 RUBBER ADA COMPLIANT SINK - PLASTIC LAMINATE TOILET PAPER \— RUBBER Or BRUSHED 1 (NIC) Alk BASE, AND FAUCET;PROVIDE 8 WAINSCOTING AT WET DISPENSER 6 cs) BASE, ALUMINUM(TYP) IIIOPEN TO WALL; NO BACK 801 A80RB-1 HEEXPOS AT WR AP BRACE 6-0 AT ALL A801 WALLS,TYP.(PL-2) S PENSER _ 3-0 2 0 3'COVER A801 3-1F.V. RB �— J N------ I I ' VERIFY SIZE OF MICROWAVE 5-9 1/2" ., 3'-0" . 2'-0" ^ 5-9 1/2" 4, 3'0" �, 6"CONTINUOUS COVE • CONSULTANT: AS NEEDED ' 'r �� �, 3 EQ. WITH TENANT PRIOR TO 2 EQ. Q. BASE,TYPICAL CONSTRUCTION A B 1,�„ 1. BREAK ROOM 105 ELEVATION 2. MENS RESTROOM 107 ELEVATION (WOMENS 106 SIM) 3. COFFEE RM 118 ELEVATION 4. TYPICAL 3' UPPER CABINET 5. MICROWAVE CABINET SECTION SCALE: 1/4"= 1'--0" SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'--0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" CLEAR SILICONE CAULK AT SEAM .. 2'-1"U.O.N. /- PROVIDE(2)#8 SHEET / (TYP) CLEAR SILICONE PROVIDE(2)#8 METAL SCREWS AT EA �� 2'-1"U.O.N. ;, CAULK AT SEAM(TYP) ADA SHEET METAL BRACE ATTACHMENT CHROME ACCESSIBLE FAUCET PLASTIC LAMINATE COUNTERTOP& COMPLIANT PLASTIC LAMINATE SCREWS AT EA. 20 GA.3-5/8" TO STRUCTURAL 20 STUD 3 ACI SPLASH AT ALL EXPOSED COUNTERTOP&SPLASH BRACE ATTACHMENT -\� STUD BRACING MEMBER TYP. BRACING - 6.5"DEEP ADA COMPLIANT SURFACES&EDGES(SEE MIRROR 2-0' AT ALL EXPOSED TO STRUCTURAL TO STRUCTURE TO idihZ:ZSTAINLESS STEEL KITCHEN SINK SURFACES&EDGES SEE MEMBER TYP. @ 8'-0"O.C. PROVIDE 2"X 1/8" STRUCTURE @ 1 - ELEVATION OVER 3/4 SUBSTRATE ( SEALING GASKET s T 1'' 1" ) LIGHT&SOUND PLASTIC LAMINATE COUNTERTOP ELEVATION)OVER 3!4" PROVIDE(2) 8'0"O.C. &SPLASH AT ALL EXPOSEDMEDIUM-DENSITY FASTENERS @ CONTINUOUS . ,r0 \)„,>- FIBERBOARD MADE W/ EA.BRACE STUD �" SURFACES&EDGES(SEE '� ` ) CONNECTION TO BETWEEN WALL& ^ VERIFY HEIGHT `�' ELEVATION)OVER 3/4" - 6 DRAWER BLOCKINAG 1 /� EXTERIOR GLUE. TOP OF WALL N:, I CEILING !I - MEDIUM-DENSITY FIBERBOARD RE UIRED Ir STUD VERIFY HEIGHT PROVIDE(2)— , J MADE W/EXTERIOR GLUE. 4"WIRE PULLS, Q PROVIDE2"X1/8"LIGHT FASTENERS @ EABRUSHED ALUMINUM1-'11.' /� &SOUND SEALING BRACE STUD - 4"WIRE PULLS, BRUSHED CONNECTION TO : ° (TYP) // Z 2 GASKET CONTINUOUS \l. ALUMINUM PLASTIC LAMINATE AT 2X4 LEDGER- ` it o BETWEEN WALL& TOP OF WALL STUD _ cePLASTIC LAMINATE OVER 3/4" J ALL SEMI-EXPOSED BACK&SIDES p 0 o CEILING 0 0 SURFACES OVER 3/4" 3 518"25 GA SUBSTRATE REMOVABLE BASE ADA COMPLIANT ' z z_ _z z 3 5/8"25 GA. (362S125 18)MTL N U CABINET DOORS W/ FULLY iv a SUBSTRATE;SELF SINK TO p p " PROJECT NUMBER: 218053 BLACK HEAT Z CONCEALED EUROPEAN HINGE & ° EDGE (362S125 18)MTL STUDS @ 24"O.C.WITH WRAP ° • WHITE INTERIOR w/ BE INSTALLED w/ r- o N � � F- STUDS @ 24"0.C.WITH 5/8"GYP.BD.EACH @EXPOSED ih QUICK SNAP OFF CAPABILITY ° ADJUSTABLE CLEAR CAULK AT 5/8"GYP.BD.EACH -x - SIDE. PROVIDE 3" I- PROOF , PIPING N SHELVES TYP ALL SEAMS SIDE. PROVIDE 3" - �./- SOUND ATTENUATION -��_ POWDER B uil ding 4 WHITE INTERIOR(TYP) DRIVEN SOUND ATTENUATION BATT INSULATION CONTINUOUS BATT INSULATION FRICTION FIT IN STUD Spec Suite BASE AS ANCHOR AT =-` RUBBER BASE SPECIFIED; REFER STEEL ANGLE 1'-1" �, 11" �, FRICTION FIT IN STUD POWDER DRIVEN SPACE AND ACOUSTIC 2'-0"O.C.THRU 3 .�� TO ELEVATION SUPPORT SPACE AND ACOUSTIC ANCHOR AT 2'-0" SEALANT @ CEILING MTL.STUD • T.O. FIN. T.O. FIN.\ ., / 1 k ,. SEALANT @ CEILING O.C.THRU MTL. TRACK,UON FLR FLR HEAT PROOF GRID. PARK 217 Business Center GRID. STUD TRACK, UNDERCUT BY 1/4"FOR FLOOR WRAP @ BASE ON BOTH SIDES ASUON BASE ON BOTH SIDES AS 12100 SW Garden Place CLEARANCE EXPOSED PIPING T.O.FL SPECIFIED �i EXISTING SLAB, SPECIFIED --i EXISTING SLAB Tigard, Oregon 97223 CONTINUE FLOOR FINISH UNDER CABINET AT SINK,SEE FLOOR PLAN 6. TYPICAL LOWER CABINET w/ SINK 7. LOWER CABINET W/ DRAWER & DOOR 8. SECTION THRU VANITY 9. BUILDING STANDARD PARTITION - ABOVE GRID 10. BUILDING STANDARD PARTITION SCALE: 1"= 1=0" SCALE: 1"= 1'--0" SCALE: 1"= 1=0" SCALE: 1/2"= 1=0" SCALE: 1/2"= 1'-0" HANGWIRE @ 4'-0"O.C. MAX 1 1/2"16 GA(150U50-54) U-CHANNEL BRIDGING @ MIDSPAN 0 SHEET TITLE: M U • O 3'-8 5/8" / 6'-0" / 3'-8 5/8" Details.,- e5 etai s en 4., 3%2" * 1 l' N / a - o' �. \ CEILING JOISTS AS FOLLOWS: f/ f/ f/ \ f/ f/ f/ f/ f/ f/ f/ P i i SPAN JOISTS \ CO 10 11 362S162-33 @ 24 O.C. . [1 f� it 13'-0" , 362S137-33 @ 24"O.C. m °° rrII L 15'-9" 362S137-33 @ 16"O.C. / LJ 17'-4" 362S137-33 @ 12"0.C. fi f� f/ /�-- fi f/ f� fi f/ f/ f/ fi f/ f/ DRAWN BY: EMA 19'-7" 400S162-33© 12"O.C. / �� DATE ISSUED: m 5/8"GYP. BD.SCREWED TO /� �— (N)EXIT ONLY DOOR-TO MATCH • 1 �- (N)STOREFRONT TO MATCH EXISTING — (N) PERMIT SET: 10.10.18 (E)THRESHOLD AT DOOR TO BE EXISTING BUILDING STANDARD STOREFRONT (N)SUITE ENTRY DOORS (N)STOREFRONT N. JOIST BOTTOM FLANGE 1/4" GROUND DOWN TO LESS THAN Yz zzi TO MATCH EXISTING MATCH EXISTING BUILDING TO MATCH EXISTING f. MIN. PENETRATION HIGH FOR ACCESSIBILITY BUILDING STANDARD a STANDARD STOREFRONT BUILDING STANDARD t, U) O m_ U, 11. FRAMED CEILING DETAIL 12. EXTERIOR ELEVATION - NORTH 13. EXTERIOR ELEVATION - WEST a SCALE: NOT TO SCALE SCALE: 3/16"= 1=0" SCALE: 3/16"= 1'-0" A801a d a o SHEET: m LRS Architects,Inc.®2018 b rP 00 a m 3 c c4 Y