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Plans (3) BUP2O1 / Ofl 3 LN CURTIS LES T. L RECEIVED ARCHITECTS JAN $5 Z017 720 NW Davis 503.221.1121 M Suite 300 503 221.2077 D CITY OF TIGARD Portland OR 97209 www.lrsarchitects.corn 11570 Sw TIEDEMAN AVE BUILDINGDWISION TIGARD, OR 97223sIYAD A M,CHELLE c. ks, Emu AM Plic • ,OREGON * 94 OF 03# PERMIT SET 1 . 25. 2017 CONSULTANT: PROJECT DIRECTORY PROJECT SUMMARY ACCESSIBLE PARKING (PER TABLE 1106.1) TENANT: L GENERAL INFORMATION: EGRESS PATH IN ALL PUBLIC AND TENANT SPACES. LN CURTIS Jeff Curtis:jcurtis@Incurtis.com IV. BUILDING STANDARDS: MINIMUM INTENSITY SHALL NOT BE LESS THAN 1 TOTAL PROJECT NAME: LN CURTIS Ti FOOTCANDLE AT FLOOR LEVEL ALONG THE ENTIRE PARKING IN MINIMUM NUMBER OF NUMBER OF VAN "WHEELCHAIR USER 1800 Peralta Street ACCESSIBLE SPACES ACCSESIBLE SPACES ONLY"SPACES Oakland,CA 94607 PROJECT ADDRESS: 11530 SW TEDEMAN AVE BUILDING TYPE: TYPE V LENGTH OF THE PATH. CONNECT TO BUILDING LOT TIGARD,OR BUILDING OCCUPANCY: S/M/B ELECTRICAL SYSTEM. REQUIRED 2 2 0 Telephone (510)268-3325 MAP/TAX LOT:: TOTAL BUILDING FLOOR RENTABLE AREA: +/- 17,200 S.F. 4. PROVIDE EXIT SIGNAGE. EXIT SIGNAGE SHALL BE 31 1 EXISTING AND 1 EXISTING AND CONNECTED TO BUILDING POWER SUPPLY WITH PROPOSED I ADDITIONAL 1 ADDITIONAL 0 ARCHITECT: It APPLICABLE CODES: AREA OF WORK: BATTERY BACK-UP FOR MIN 1-1/2 HOUR DURATION. LRS Architects, Inc. Amalie Mohr: amohr@Irsarchitects.com TENANT AREA: 5,620 S.F. 5. PROVIDE CODE MINIMUM FIRE ALARM CONNECTIONS 2012 INTERNATIONAL BUILDING CODE(IBC) TOTAL TENANT OCCUPANT LOAD: 121 720 NW Davis,Suite 300 • 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) AS REQUIRED. CODE SUMMARY (SEE EGRESS PLAN BELOW) LEGEND (SEE EGRESS PLAN BELOW) Portland,Oregon 97209 2014 OREGON MECHANICAL SPECIALTY CODE(OMSC) V. ADA ACCESSIBILITY UPGRADES: 6. SURVEY EXISTING CONDITIONS OF ENTIRE FLOOR Telephone(503)221-1121 2014 OREGON FIRE CODE THAT PROJECT OCCURS,AND PROVIDE NOT LESS TENANT SPACE WILL UTILIZE EXISTING DEMISING WALL AND ii 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE 1. NEW ADA UNISEX RESTROOMS THAN ONE APPROVED FIRE EXTINGUISHER WITH CURRENTLY CONTAINS BOTH STORAGE AND BUSINESS USES. /'4 AREA OF WORK (OEESC) 2. NEW ADA DOOR HARDWARE RATING OF NOT LESS THAN 2A 10B/C FOR EACH 1,500 THE NEW OCCUPANCY CLASSIFICATIONS WILL INCLUDE M AND GENERAL CONTRACTOR: 2014 OREGON PLUMBING SPECIALTY CODE(OPSC) 3. UPDATED ACCESSIBLE PARKING SIGNS S.F. OF FLOOR AREA OR FRACTION THEREOF. TRAVEL S-1. THESE WILL BE NON-SEPARATED USES AND REQUIRE NO - - - - 44"MIN. EXIT EGRESS PATH Commercial Contractors Inc. Jake Money:jake@ccigc.com 2014 OREGON ELECTRICAL SPECIALTY CODE(OESC) " ALL OTHER ELEMENTS IN THE ALTERED AREA HAVE DISTANCE TO AN EXTINGUISHER FROM ANY PORTION FIRE RATING PER TABLE 508.4. THE BUILDING IS B OCCUPANCY GROUP 5573 S. 1st Circle BEEN UPGRADED ACCORDING TO THE OF THE BUILDING SHALL NOT EXCEED 75 FEET. NON-SPRINKLERED III. OREGON ENERGY EFFICIENT SPECIALTY CODE ACCESSIBILITY UPGRADES LIST AS OUTLINED IN PROVIDE FIRE EXTINGUISHER IN ACCORDANCE WITH X ROOM OCCUPANT LOAD PER SECTION 1004 Ridgefield,WA 98642 1. EXTERIOR ENVELOPE: NO CHANGE TO EXISTING OSSC 3411. CURRENT CODES. PROVIDE NEW FIRE EXTINGUISHER REQUIRED EXITS PER SECTION 1015 Telephone(503)227-4440 ENVELOPE. IF EXISTING EXTERIOR WALLS, CEILING AT ALL EXISTING CABINETS WHERE MISSING. ALL (XX) ACCUMULATIVE OCCUPANT LOAD OR ROOF CAVITIES BECOME EXPOSED DURING THE REUSED EXISTING FIRE EXTINGUISHERS ARE TO BE OCCUPANCY SPRINKLERED REQUIRED PROPOSED ALTERATION, THEN CAVITIES ARE TO BE INSPECTED VI. EMERGENCY SYSTEM STANDARDS: INSPECTED AND/OR RECHARGED,AS NECESSARY, UO UNOCCUPIED SPACE FOR THERMAL INSULATION. JUST PRIOR TO SUBSTANTIAL COMPLETION. M, S-1 N 2 3 2. INTERIOR LIGHTING: PROPOSED NEW INTERIOR 1. IN BUILDINGS WITH EXISTING SMOKE DETECTORS: ® €3 EXIT SIGN w/INTEGRATED DIRECTIONAL ARROW LIGHTING IN COMPLIANCE WITH OEESC-SEE PROVIDE CODE MINIMUM CORRECTIONS AS GENERAL NOTES OCCURS AT ALL EXITS, EVERY 100'IN ATTACHED COMCHECK FORM. MINIMUM DISTANCE ALLOWED BETWEEN EXITS PER 1015.2.1 REQUIRED. SMOKE DETECTORS TO BE TIED TO THE CORRIDORS,AND IN SPACES WHERE 2 MODES OF 3. EXTERIOR LIGHTING: NO CHANGE TO EXISTING BUILDING ALARM SYSTEM. THE SITE PLAN AND SUITE LOCATION PLAN ARE FOR REFERENCE OCCUPANCY SPRINKLERED REQUIRED PROPOSED EGRESS ARE REQUIRED PER SECTION 1011. (REFER EXTERIOR LIGHTING. ONLY. SEE ALL OTHER PLAN SHEETS FOR CONTRACT DOCUMENT TO ELECTRICAL DRAWINGS FOR MORE 4. ACCORDING TO SECTION 101.4, DURING A BUILDING 2. IN BUILDINGS EQUIPPED WITH AN EXISTING VISUAL INFORMATION. THE PROJECT SUMMARY IDENTIFIES SOME SPECIFIC M, S-1 N 54'-0" 61'-0" INFORMATION). POCHE INDICATES "EXIT"TEXT SIDE ALTERATION, RENOVATION OR REPAIR,ALL EXISTING STROBE SYSTEM:PROVIDE CODE MINIMUM OSSC REQUIREMENTS BUT IS NOT INTENDED TO LIST ALL OSSC DRAWING INDEX CORRECTIONS AS REQUIRED. IFA SYSTEM DOES NOT OF SIGN. SIGNS SHOWN IN CORRIDORS ARE UNALTERED PORTIONS OF THE BUILDING AND EXIST, DO NOT ADD ONE. REQUIREMENTS. CEILING HUNG. SIGNS SHOWN ON WALL ARE WALL PROJECT NUMBER: 216304 SHEET NAME BUILDING SYSTEMS SHALL REMAIN UNCHANGED AND EXIT ACCESS TRAVEL DISTANCE FROM MOST REMOTE POINT PER HUNG. IN COMPLIANCE WITH WITH OEESC. 3. PROVIDE EMERGENCY EGRESS LIGHTING FOR THE TABLE 1016.2 A001 COVER SHEET E REQUIRED EXIT LN CURTIS TI A100 GENERAL NOTES&STANDARD MOUNTING HEIGHTS PLUMBING FIXTURE COUNT REQUIREMENTS (PER TABLE 2902.1) OCCUPANCY SPRINKLERED REQUIRED PROPOSED A101 SUSPENDED CEILING&LIGHT INSTALLATION GUIDE&DETAILS M, S-1 N 200'MAX 108'-0" WATER CLOSETS LAVATORIES DRINKING 11530 SW TIEDEMAN AVE A201 DEMOLITION PLAN&FLOOR PLAN LEVEL OCCUPANCY FIXTURES MALE FEMALE MALE FEMALE FOUNTAINS AREA OF WORK A202 DEMOLITION REFLECTED CEILING PLAN&REFLECTED CEILING PLAN - COMMON PATH TRAVEL DISTANCE FROM MOST REMOTE POINT TIGARD, OR 97223 REQUIRED 0.2 0.2 0.1 0.1 BEFORE 2 WAYS PROVIDED PER TABLE 1014.3 A301 INTERIOR ELEVATIONS&INTERIOR DETAILS 01 M 0 BREAK ROOM: PROPOSED I I I I THIS SUPPORT SPACE IS ONLY USED BY EMPLOYEES CITY OP TIGARD A302 INTERIOR&SITE DETAILS OCCUPANCY SPRINKLERED REQUIRED PROPOSED REQUIRED 0.03 0.03 0.03 0.03 WHO AT OTHER TIMES OCCUPY THE MAIN AREAS OF REVIEWED FOR CQDE COMPLIANCE 01 S-1 0 M, S-1 N 75'MAX 40'-9" THE BUILDING.APPLYING THE NON-SIMULTANEOUS USE PROPOSED I I I I CONCEPT,A SEPARATE OCCUPANT LOAD IS NOT Approveds - f DEFERRED SUBMITTALS - DESIGN BUILD REQUIRED FOR THIS SPACE. OTC: I Permits fru/a0/7 "-/MR ELECTRICAL SYSTEMS LOW VOLTAGE SYSTEMS • MECHANICAL SYSTEMS SPRINKLER SYSTEMS MINIMUM DISTANCE ALLOWED BETWEEN EXITS Address a - v , PER SECTION 1015.2.1 (NON-SPRINKLERED): - I �� ALLOWED DISTANCE: 107'-11"(DIAGONAL DISTANCE)12=54'-0"MIN. Suite PLUMBING SYSTEMS EGRESS LIGHTING ACTUAL DISTANCE=61'-1" t at ill Dates 2:C) a 6L) i moi/77 //77/ /777 OFF E OPY or ,. ,. , �, ' G� CITY OF TIGARD � ��� /}►ice/ //�/// 7:00, Approved by Planning c, COMMON PATH TRAVEL DISTANCE FROM MOST " /// % ////�/ �i�'I °`r '�;; REMOTE POINT BEFORE TWO WAYS PROVIDED / �•� / / Date: 12 s 117 � quo / I 75'MAX.(NON-SPRINKLERED)PER TABLE 1014.3; �j ��� , ��0 III • • " Initials: 0113 a i ACTUAL DISTANCE-40'-9" .� 1,� `�/ % / r:ah.h it ,�� EXIT ACCESS TRAVEL DISTANCE FROM MOST %/��������/, / ��� REMOTE POINT PER TABLE 1016.2: / G�iL Zed 4 o PJ a ALLOWED DISTANCE: 200'MAX.LENGTH (NON-SPRINKLERED) �j / � �S, P 1 ACTUAL DISTANCE= 108'-0" / ,% / ,� 'P. 4 ' ��P EXISTING TENANT Ir �I i 't" r/ SHEET TITLE: �� G o f ///.�' /�//'_ ��-�� I Cover Sheet CO A t Ar--- Al/eV-Al. e c EGRESS THROUGH INTERVENING SPACES , /�/,� �/ 11530 SW TIEDEMAN AVE BLDG IS ALLOWED WHERE SUCH ADJOINING ROOMS OR e% f I� / �/�� AREAS ARE ACCESSORY TO THE AREA SERVED AND \Cc: 1 PROVIDE A DISCERNABLE PATH OF EGRESS TRAVEL TO S"" 111 AN EXIT PER SECTION 1014.2:111 S r7 Ara' , �� , �/ ' `� 11530 SW .; �1 `' -t.., / oTIedernan Ave `/ O \\ r 7 r _ - 7 r _ -I r. _ - 7 r 7 " ��/,,/_////� V ; // 5) Sit lj'34RD ��ZAAVeir ��� DRAWN BY: AJM �� �� �' �C� DATE ISSUED: 01.25.17 ��" sr O ° ��/� '�°"�./�//�'.1/'� i: // St.'14 r‘t str, A . ,c , _ dN N ALL EXITS ARE EXISTING S E. 1. VICINITY MAPED 2. SITE PLAN 3. SUITE LOCATION AND EGRESS PLAN t SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE N a A001 Cu SHEET: N LRS Architects,Inc.©2017 E C. fV O E co 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 FS 45. DESIGN-BUILD CONTRACTOR SHALL PREPARE A WRITTEN SCOPE OF HVAC WORK WITH BID. FIFTY OR MORE. 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 ARCHITECTS 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. 720 NW Davis 503.221.1121 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 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 Suite 300 503 221.2077 D CODE(GMSC), 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. CODE(OEESC), 2014 OREGON PLUMBING SPECIALTY CODE(OPSC), 2014 OREGON ELECTRICAL 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 Portland OR 97209 www.Irsarchiteots.00m SPECIALTY CODE(OESC)AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING 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 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 c� 1� 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. "� "a 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. MICHEU.E C.MUT WORK 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 liwi CONSTRUCTION. PROTECTION ASSOCIATION STANDARDS. DRAWING. ADDITIONAL EXISTING OUTLETS MAY EXIST AND SHOULD BE VERIFIED BY iAia U s 7. DIMENSIONS TAKE PRECEDENCE OVER SCALE DIMENSIONS ARE TYPICALLY TO FACE OF FINISHES 50. PREPARE SPRINKLER SYSTEM SHOP DRAWINGS FOR COORDINATION WITH ARCHITECTS CONTRACTOR. PORIIAI },ORM 4 . FINISH UNLESS OTHERWISE NOTED. DRAWINGS BY ARCHITECT. 75. VERIFY WITH TENANT OR OWNER LOCATIONS OF ELECTRICAL AND VOICE/DATA OUTLETS FOR 3 1 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. ' "�{i 35501 9. DO NOT DISTURB ADJACENT TENANTS BY NOISY CONSTRUCTION(i.e.,JACK HAMMERING OR CAUSED BY CONSTRUCTION OPERATIONS. NECESSARY TO COMPLETE THE WORK. 76. SMOKE DETECTION DEVICES INDICATED ON THE DRAWINGS ARE FOR REFERENCE ONLY. OF 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. 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. CONSULTANT: 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 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 OFA 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 BEA 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 OFA 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 ARCHITECTS 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 ONLYAND 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 ONLYAND 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 OFA 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. PROVIDEA 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 PROJECT NUMBER: 216304 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". END OF GENERAL NOTES LN CURTIS TI TYPICAL AT DOOR TOWEL DISPENSER AND ------ I WASTE RECEPTACLE HAND DRYER EXIT SIGN i COAT&UTILITY 2 SOAP TYPICAL DOOR HOOK DISPENSER 39"-41" GRAB BAR,::: MIN77570 SIN TIEDEMAN AVE ENN9TO RAISED 3369."m- AX GRAB BA , MINTIGARD, OR 97223 CHARACTERS 12"MAX /24"MIN/ / ACCESSORY ZONE •.1, 10111 (..+J _.„_ 0 0 • c/21 01 9 CO o F LCARDczi m _ M M 1 � 0 v0 SOU v0 N. i. 0 READER E- F !9 i7,1"-: ', ♦ ilk• ♦ �, ♦ • i, 42"MAX / W r�■� S z w�� '- a� zlTYPICAL AT DOORTOILET ROOM MOUNTINGS TOILET-SURFACE MOUNT q • N d• `,��1►r� ' r��4ACCESSORY ZONE(SECTION 604.7) i[(� = ;P,� '' ► ,fib. its v�u ��i1►�� VISIBLE SYMBOLS,EACH FIRE ALARM SIGNAUSTROBE ANNUNCIATOR PANEL ' bid ♦ ♦ ♦ ♦ I I.10"MAX MIN.2 1/2"HIGH EXISTING ELEVATOR 54"MAX OPERABLE THERMOSTAT FIRE EXTINGUISHER SIGN WALL MOUNTED FIRE 2'-6" �f` �!' ELEVATOR TO COMPLY WITH MOUNTED PHONE EXTINGUISHER EMERGENCY POWER Fig.3{}8.2.1 Fig.308.3.1 CALL BUTTON RECESSED FIRE OFF PUSH BUTTON AHJ.AND ADA MANUAL PULL CLEAR FLOOR SPACE CLEAR FLOOR SPACE UNOBSTRUCTED UNOBSTRUCTED 39"-41" GRAB BAR,18"MIN EXTINGUISHER CABINET y ELECTRICAL OUTLET STATION .1 TACTILE PARALLEL APPROACH FORWARD APPROACH FORWARD REACH SIDE REACHINTERCOM / 36"MAX GRAB BAR,42"MIN p� la 0' ELECTRICAL OUTLET TELEPHONE STATION ♦c3' SIGNAGE 4" MAX `,24"MIN f i AT CASEWORK OUTLET AND ♦ ♦ BASE OF ♦ , _ iv- t _ • i, ACCESSORY ZONE SWITCHES CHARACTER • >♦�t►�� ,[�,t�►,� a c� / a ♦ C� ♦ iv `[ = O W - w w O z io Z -� F.9 Lj��� "irV 1,,,,- ,\--4 *� O - a in " m "� EP pw � w0 4u oon ood o � �'i W w 4 `oo ♦ '�- z �k ",' v �, o F F- w 0 v O v o m �" ° 'n °' `_�' r'' 'a' cu SHEET TITLE: 20"MAX >20"-25" o TERS _,.� , - 0 o o Q o o 4, f Fig.308.2.2 00 t ? y ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ General Notes & ♦ 42"MAX OBSTRUCTED HIGH FORWARD REACH N / / 5'-0" Standard Mounting n TOILET-RECESSED MOUNT TYPICAL AT ELEVATOR MISCELLANEOUS WALL MOUNTINGS 10"MAX > 10"_24 fr0 = i4 12"MIN ■ACCESSORY ZONE(SECTION 604.7)poll24"MIN ACCESSIBLE 0. HIS ARE 32"CLEAR AT w Heights �j11 LIMITS OF PROTRUDING OBJECTS 31/2"MAX 12"MAX f 3'-4" ,� 36"GRAB BAR w M � x EXCEPTIONS: FOR PARALLEL - REFLECTIVE SHELF AND \ 18"VERTICAL ,_ -'1` 71 N'l► •♦ 17" 25" D a Co io 1. HANDRAILS MAYPROTRUDE41/2"MAX APPROACH SURFACE POLE ,lam ,I' f f TO a -i " � 12"MIN ��� f 2. DOOR CLOSERS AND DOOR STOPS FORWARD FOR FORWARD �� 42"GRAB BAR / / - z LAVATORY&LAV z _ - - - _ 0 SHALL BE PERMITTED TO BE 78 MIN APPROACH APPROACH LU z �/ - is IN COUNTER A Fig.308.3.2 ABOVE FLOOR y_ u ♦ C -' a URINAL ^ 8"MIN 0 DRAWN BY: AJM ENW _ �' > ♦ a ' - �' • 7 °' �► (' " SCREEN - . INSULATE EXPOSED hIL cc ICC/AN A117.1-2009 SECTION REACH SPOUT OUTLET w <9 LAV xd F >� a o ;twill E RIM F. �`r O DATE ISSUED: 01.$5.17 OBSTRUCTED HIGH SIDE REACH SI 308 C " 0 F >� > = a O �r 0 ;t wll HOT WATER o z BMIN co �- RANGES(ALL DIMENSIONS ARE NOT TO SCALE) I 0 M w OS o t 0 �- ♦ ♦ . " z_ 2 ¢ cc > 2 b r w . F O EMI SUPPLY AND 6 lal v m O w_ "' "' m iv 18"VERTICAL DRAIN17-' �, _ ¢ M z F �'' M cn OF URINAL PIPES TYP \�� U ♦ ♦ ♦ ♦ GRAB BAR 1;16-18:1, 42"GRAB BAR " ♦6"M 11"MIN M M SIDE APPROACH 6 MAX 11" IN 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) s OPEN SIDE OF WATER CLOSET (SECTION 604) 1. ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS (PER ICC/ANSI A117.1-2009) ._ a SCALE: NOT TO SCALE z 0 A100 SHEET: 0 LRS Architects,Inc.0 2017 En -C 0 E co SUSPENDED CEILING PRESCRIPTIVE PROVISIONS FOR SEISMIC DESIGN CATEGORIES D, E & F Documentation is based on NWCB Technical Document 401. In all buildings,other than structures classified as Spreader Bars Mechanical Services FS essential facilities,suspended ceilings installed in accordance with the prescriptive provisions of the 401 document are See Detail 3 IA101 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 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- to prevent their spreading.Stabilizer bars,cross tees or other means to prevent spreading shall occur within 8"pe Y Y Terminals or services weighing 20 lbs but not more than 56 lbs shall have, in addition to requirement above,two ARCHITECTS In oration of this document willprovide a more uniformstandard for installation and inspection.This of each wall. in ceilings. corp o p 12-gage wires connecting them to the ceiling system hangers or the structure above. document is designed to accomplish the intent of the International BuildingCode(IBC)with regard to the requirements ' Spreader bars are not required at perimeters where runners are attached directly to closure angles. 9 P 9 q Terminals or services weighing more than 56 lbs shall be supported directly from the structure above by for seismic design categories D, E&F for suspended ceilings and related items. Unless supported by engineering,the • Spreader bars are not required if a 90°intersecting cross or main is within 8"of the perimeter wall. approved hangers. 720 NW Davis 503.221.1121 tR 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. Suite 300 503 221.2077 C9 Sprinklers _ General Recommendations Hanger(Suspension)Wires Portland OR 97209 Www.Irsarchitocts.com References sources per hierarchy:2012 International Building Code(IBC),American Society of Civil Engineers See Detail 4/A101 • For ceilings without rigid bracing,sprinkler head penetrations shall have a 2"oversized ring,sleeve or adapter • 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 miris. t 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 4/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) • 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/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 C.7 A • 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. MICHELLE C.S MTT resistance to the effects of earthquake motions. load and lateral forces appropriate for the seismic category. ESSENTIAL SERVICE BUILDINGS i/�U�y • 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 (See Detail 1/A101). Electrical Fixtures center, State Patrol office, sheriffs office,or emergency communication dispatch center. PORTLAND.OREGON • Changes in ceiling planes will require positive bracing. See Detail 7/A101 GRID dk 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. 6355 See Detail 1/A101 structure above.This wire may be slack. HANGER WIRE • Ceilings constructed of screw-or-nail-attached gypsum board on one level that are surrounded by and • Light fixtures weighing more than 10 lbs and less than 56 lbs shall have two 12-gage wires attached at 4F' 10 or 12-gage soft annealed wire used as primary support for the grid system. Also called suspension wires. OF 03 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. LATERAL FORCE BRACING design requirements. • Light fixtures weighing more than 56 lbs shall be supported directly from the structure above by approved The bracing method used to prevent ceiling uplift or restrict lateral movement during a seismic event. Lateral • 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 (See Detail 1 I 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, carrying runner or mains. • Lateral Force Bracing shall be 12 ft on center(maximum)and begin no farther than 6 ft from walls. • Tandem fixtures may utilize common wires. MOLDING 1 CLOSURE ANGLE CONSULTANT: • 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. 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 PERIMETER CLIPS support a design load of not less than 200 lbs or the actual design load,with a safety factor of 2, Proprietary angle bracket attached directly to the wall molding/closure angle which allows 3/4"movement in whichever is greater(Detail 6B I A101). 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 PERIMETER WIRES Seismic Design Categories D, E&F,shall have an ICC-ES approval for seismic applications and shall Hanger wires placed within 8"of the surrounding walls. brequire"speical inspection"irrespective of the type of occupancy category the structure is in.PAF PLENUM anchors for kicker wires(splayed wires installed for purposes other than seismic restraint)are exempt from The space above a suspended ceiling. this requirement. SLACK WIRE • Splay wires are to be within 2"of the connection of the vertical strut to the suspended ceiling. A 12-gage wire that is not tight or taut. • Rigid bracing may be used in lieu of splay wires. SPREADER or SPACER BAR • Ceilings with plenums less than 12"to structure are not required to have lateral force bracing. 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. SPLAY WIRES • 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 g p TABLE 1:Maximum Recommended Lengths for Vertical Struts See Details 3/A101 and 2IA101 VERTICAL STRUTS EMT Conduit Metal Studs The rigid vertical member used in lateral force bracing of the suspension system. Also known as compression 1/2" EMT conduit up to 5'-10" Single 1 5/8"metal stud(20-gage) up to 12'-0" • Wall moldings(perimeted closure angles)are required to have a horizontal flange 2"wide.One end of the posts, seismic pods,seismic struts. Common materials are electrical conduit(EMT),metal studs or 3/4" EMT conduit up to 7'-8" Back-to-back 1 5/8"metal stud(20-gage) up to 15'-0" ceiling grid shall be attached to the wall molding,the other end shall have a 3/4"clearance from the wall and proprietary products. 1" EMT conduit up to 9'-9" Single 2 1/2"metal stud(20-gage) up to 13'-6" free to slide. Back-to-back 2 1/2"metal stud(25-gage) up to 15'-0" • Where substantiating documentation has been provided to the local jurisdiction,perimeter clips may be used 12'-0"OC EA WAY MAX to satisfy the requirements for the 2"closure angle. --, '-SEPARATE SUPPORT PIPES, • The grid shall be attached at two adjacent walls(pop rivets or approved method).Soffits extending to a point at 6'-O"MAX #12 WIRE @ 4'-0"OC #12 WIRE @ 4'-0"OC CONDUITS ETC, SECURE ALL least level with the bottom plane of the grid and independently supported and la = - MeiGE( 1QAPI1 ture .' HANGERS TO BUILDING ^o VERTICAL STRUT.SEE above are deemed to be equivalent to walls. OR#10 WIRE @ 5'-0"OC OR#10 WIRE @ 5'-0"OC STRUCTURE.TRAPEZE TABLE 1. AROUND DUCTS AND OTHER VERT STRUT LARGE DESTRUCTIONS. 8"MAX SECURE ALL RECESSED 8"MAX BUILDING STRUCTURE SURFACE MOUNTED FIXTURES TO GRID&STRUC AS REQD.LAY IN 00 FIXTURE WIRES MAY BE SLACK. 45°0- WALL °° ° �f WALL Cys y� 90.00`/I: " �� ,_ 2"WALL MOLDING i G >!� LESS /ORii, l off" �� ��Q \S ° ° ° ° °'° oa '•S�_c/ ��Q�-� I 1 it= `` (4)12 GAGE SPLAYED / `9 Ti —, (� x BRACE WIRES ° ° 3/4"MIN @ / `�. � 1 ' `. 2G' S 5 �I ¢ ° 1 PROJECT NUMBER: 216304 �� 8"MAX � -UNATTACHED °t \ t1 M11,441 WALLS Q11, / ySECURE ALL HANGERS TO ��' �' WA MAI BUILDING STRUCTURE. '�� I rLESSR �� YLATE�'L N RUNINER TO STRUCT JRE. LN CUI4T/S Tl `" �/ ` "� / �"I ' OTHER LARGE OSTTRUCTIONS SCREW BEGIN BRACING WITHIN 6 0 OFPERIMETER AND 2"FROM CROSS ATTACH ONE:I4)DE OF GRID MEMBER WHERE READ COUNTERSLOPE HANGERS 3"MAX TYP °° ° (SEE UNATTACHED DETAIL) ® +� ° ° ,/'� Peo% ADDITIONAL HANGERS AT ALL IF MORE THAN 1:6 OUT OF 11570 SW TIEDEMAN AVE 4)° r MEMBERS WITHIN 8"OF PERIMETER WITH PLUMB r..---- //' ° ' ` SPREADER BAR SUPPORT WIRE @ 1:6 SLOPE TIGARD, OR 97223 .........:... ° ° mei OR OTHER SUITABLE SPREADER BAR REQD AT UNATTACHED SIDE '%-) ' a ° ° 4 c�°� ` ° I SYSTEM REQUIRED TO 2" S�� M KE EP PIPERIMETER q 11 S °04i COMPONENTS FROM CLOSURE ANGLE �' ' ° m SPREADING APART -141 ° ° ° ° \', NOTES: NOTES: ° ° 1 (� -RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. -RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. Q. -CEILING AREAS OF 1000 SQ FT OR LESS SHALL BE EXEMPT FROM LATERAL FORCE BRACING -CEILING AREAS OF 1000 SQ FT OR LESS SHALL BE EXEMPT FROM LATERAL FORCE BRACING REQUIREMENTS. REQUIREMENTS. 1. LATERAL FORCE BRACING 2. ATTACHED WALL MOLDING 3. UNATTACHED WALL MOLDING 4. 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 1 TYPICAL CONNECTION • LAY IN FIXTURE WIRES DEVICE CAPABLE OF • MAY BE SLACK io CARRYING 100 LBS OR li 2"/ T / p BUILDING STRUCTURE � 2 ATTACHED �. A101> t 3 A101 (~ CEILING CLIP SUSPENDED ><, �� SHEET TITLE: 3 TURNS 4., CEILING GRID Suspended Ceiling o VERTICAL HANGER WIRE & Light Installation O �� .; v A. VERTICAL HANGER WIRE ATTACHMENT • 4 Guide & Details a �,< Q o 0 orom Q 5/8"MAX i~- f •\ z ' PROVIDE SUPPORT FROM a Q /� ter' `� M: t STRUCTURE T s N \ce - _ - - - - . cs� C., 1 pp° ...4.....g . DRAWN BY: AJM /� BUILDING STRUCTURE e A101 C7) DATE ISSUED: 01.25.17 0 / FIXTURE a 6" 1'-0" STEEL STRAP 1"WIDE x 2" LONG x 12 GAGE MINIMUM REQUIRED SUPPORT: 32 4 <10 LBS, (1)12GA WIRE 4 UNATTACHED 10-56 LBS,(2)12GA WIRES A 3 A101 3 TURNS >56 LBS,SUPPORT DIRECTLY FROM STRUCTURE A101 SPLAYED SEISMIC WIRE PENDANT MOUNTED FIXTURES: ` B~ B. SPLAYED SEISMIC BRACING WIRE ATTACHMENT BRACING SHALL BE DIRECTLY SUPPORTED BY STRUCTURE • W/9GA WIRE OR APPROVED ALTERNATE. V C r 0 .. 5. LATERAL FORCE SUSPENDED TYP CEILING PLAN 6. WIRE ATTACHMENT DETAILS 7. FIXTURE SUPPORT A101 01 coSCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SHEET: v LRS Achitects,Inc.©2017 E h M E R FLOOR PLAN GENERAL NOTES Lras A. REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES. B. REMOVE EXISTING FLOORING&BASE UNLESS OTHERWISE NOTED. ARCHITECTS C. PROTECT ALL ADJACENT AREAS DURING DEMOLITION&FROM DUST AND TRASH INTRUSION. 720 NW Davis 503.221.1121 8 Suite 300 503 221.2077 0 D. REMOVE&SALVAGE DOORS,FRAMES,&RELITES FOR REUSE. Portland OR 97209 Www.lfl9fCniteCt9.COm E. CEILING CONFIGURATION TO REMAIN UNLESS OTHERWISE NOTED. F. REMOVE AND SALVAGE FIRE EXTINGUISHERS&CABINETS FOR REUSE. ' I Ce), r(E) ELECTRICALS J O d 1058 I PANEL 1 I G. REMOVE EXISTING WINDOW COVERINGS AND REPLACE WITH ROLLER SHADES,COLOR TBD. U 14 HALL CONC WOM-1 I 1 c N 105 J " Ef04� EMBROIDERY dos n. 0 � H. DIMENSIONS ARE TO FACE OF WALL UNLESS OTHERWISE NOTED. ADVISE ARCHITECT OF �� 105 0 " " ' " " " .....-- 0 ANY DISCREPANCIES PRIOR TO CONSTRUCTION. A rizzLY MICHELLE C"swift N 0 0 0 0 OS I. ALL ELECTRICAL WORK IS DESIGN BUILD-ALL ELECTRICAL OUTLETS,DATA&SWITCHES y'✓AjG2 INIF �] " BREAKROOM SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS. SUBMIT ELECTRICAL PLANS L 1J7{LUr N 0 ; N 104 g= TO ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. OREGON k.. I— r Y N (NIC) J. WHEN NEW LIGHT SWITCHES ARE ADDED TO ANY PORTION OF THE SUITE, REPLACE ALL O0 L +44�J EXISTING LIGHT SWITCHES WITH NEW BUILDING STANDARD OCCUPANCY SENSOR SWITCHES. OF I� +72 K. PATCH AREAS ADJOINING AND/OR ADJACENT TO DEMOLITION WORK TO MATCH EXISTING " N C30> AND/OR NEW CONSTRUCTION. L. SOUND CAULK ALL WALUGLASS&WALUMULLION JOINTS. No5rcyj 4 0" N4'-0"CLR 0 " o ; CONSULTANT: S 7'-8" N M. PROVIDE NEW FLOORING&BASE UNLESS OTHERWISE NOTED. 44`IC 14 106 N I);(n os 4'-0"CLR O Q N. REPAINT ENTIRE SUITE UNLESS OTHERWISE NOTED. O N O\ 14 '-6" / 78 1 fps--1 8'-0"CLR 104A +4;• ci , 0. WHERE NEW DOORS,FRAMES&HARDWARE ARE PROVIDED,MATCH EXISTING BUILDING ALIGN 11 s /� _ „ \ w- . .� __, STANDARD TYPE,SIZE, PAINTED FINISH. TOUCH UP EXISTING FRAMES&DOORS WHERE �u.,__� os (� CONC FEC ' L10 = U NEEDED TO APPEAR AS NEW. %O ,� O bs _ N N s , II _: Nlos P. PROVIDE J-BOX AND PULL STRING FOR TENANT-SUPPLIED VOICE&DATA. \ O \\ \> = P-2 I CONC S . 7 : CONC LS \-—r 1 N 0 = 0 I 102 " - N1031 " Q. PROVIDE NEW ADA DOOR HARDWARE AS REQUIRED ON ALL DOOR. P 4r i i ., 2 r R. PROVIDE ACCESSIBLE WALL MOUNTED SINK, STAINLESS STEEL FRAME MIRROR, FLOOR II i v 0 „ ,' ,> - 10 A30V ALIGN © N II).72• (�1 O MOUNT TOILET,GRAB BARS,RECESSED TOILET PAPER DISPENSER, RECESSED PAPER SHOWROOM O3 TOWEL DISPENSER/WASTE RECEPTACLE,SOAP DISPENSER,CLOTHES HOOK,PLASTIC A 11 i C T-1 `, - 13 101 UNISEX A UNISEX LAMINATE TO 48"ON ALL WALLS. O �O e „ II v RESTROOM RESTROOM 10 CONC 102 10 103 S. PROVIDE OCCUPANCY INDICATORS ON RESTROOM DOORS AND CLOSERS. ` A301 B OVERSTOCK C A301 B II I 0 ® T. PROVIDE OCCUPANCY INDICATORS ON DOORS S101A AND S101B. 7 II II , TYP LEGEND 1011 1011 ILO I Z s—ted 'L'- �--'¢d 'ev ts,--� _ ON F--- J — a m • N 0 TYP i EXISTING PARTITION I I P-2 u' CONC v• ••• " FULL HEIGHT INSULATED PARTITION TO STRUCTURE-SEE DETAIL 11A302 y os (n r • INSULATED INFILL WALL TO MATCH ADJACENT-AT PERIMETER EXTEND \\ WOM-1 //� \\ O Cy .� TO STRUCTURE AND PROVIDE FURRING WALL CONSTRUCTION 14 w POINT OF SALE . \ a N106 CO 'O 100 ' ® PARTITION TO 11'-6"-SEE DETAIL 2/A302 OR 3/A302 \° ' U o±,--los O' ' 15 ® PARTITION TO 9'-0"-SEE DETAIL 4/A302 22-10ui os 18'-5" �, • I:. 200 N �I• A3101/ \ - - SLATWALL -FROM 1'-10"AFF TO 9'-10"AFF(UNO) O2 COLOR:LIGHT GREY O; 70 o OFFICE♦7 �, OS{q O 0 ® • N PAINTED ACCENT WALL PROJECT NUMBER: 216304 Al N el II O TYP 0...! • DOOR FRAME&RECITE TYPES-ALL INTERIOR DOORS TO BE PAINTED K: O _ E106D O7 �' O N100 AND FRAMES TO MATCH EXISTING,ALL EXTERIOR DOORS/FRAMES TO LN CURTIS TI o MATCH EXISTING W S-SALVAGED N-NEW E-ENIFOING 11570 SW TIEDEMAN AVE BELOW ITEMS SHOWN FOR REFERENCE ONLY S SWITCH TIGARD, OR 97223 1. DEMOLITION PLAN 2. FLOOR PLAN S SWITCH-OCCUPANCY SENSOR SCALE 1/8"= 1'-0" N SCALE: 1/8"= 1'-0" N Gs TELE/DATA OUTLET DUPLEX OUTLET O JUNCTION BOX DEMOLITION PLAN KEYNOTES FLOOR PLAN KEYNOTES ® BLANK OUTLET E EXISTING O REMOVE DOOR, RELITE AND FRAME AND SALVAGE FOR REUSE. O PROVIDE NEW DOOR WITH 180 DEGREE SWING. N NEW O2 REMOVE PLUMBING FIXTURES AND CAP OFF AS REQUIRED. O2 PROVIDE FRAMELESS WINDOW 60'W x 36"H STARTING 36"AFF WITH CUSTOM FLAG DESIGN WINDOW FILM APPLIED TO SHOWROOM SIDE. R RELOCATED O PROVIDE POWER AND CABLE AT 72"AFF FOR TENANT SUPPLIED FLAT SCREEN MONITOR. PROVIDE WALL BACKING AS REQUIRED. FEC NEW FIRE EXTINGUISHER CABINET O REMOVE FLOOR TILE. O APPLY WALL GRAPHIC AROUND PERIMETER OF SHOWROOM.BOTTOM STARTING AT APPROX.91-11"AFF.MATERIAL TBD,OFCI. O REMOVE UNNECESSARY TELEPHONE/DATA EQUIPMENT AND MAINTAIN ELECTRICAL PANEL AS REQUIRED. FINISH LEGEND / SCHEDULETRANSEE 7/A302 302 FOR OINFILL DOOR OPENING TO MATCH ADJACENT WALL FINISHES. O EXISTING OVERHEAD DOOR TO REMAIN CARPET O PROVIDE ROLLER SHADES ON ALL EXTERIOR WINDOWS. CPT-1 MODULAR,PATCRAFT, 10227 EASY ON THE EYES,00507 BIBBIDY-BOBBIDI-BOO,RANDOM O6 MAINTAIN EXISTING FURRING WALL PATTERN O7 SERVICE OVERHEAD DOOR AS REQUIRED TO NEW WORKING ORDER. WOM-1 WALK OFF MAT,SOLID RUBBER,NON-SLIP RUBBER BACKING,CHARCOAL,6'XS' O8 PROVIDE STAINLESS STEEL SHELF-BOBRICK B-298 8"X 24"AT 48'AFF(OR SIMILAR). ACT O PROVIDE STAINLESS STEEL HOOK-BOBRICK B-211 HEAVY-DUTY CLOTHES HOOK AT 48"AFF(OR SIMILAR). BUILDING STANDARD 2X4 10 PROVIDE FULL LENGTH MIRROR-BOBRICK B-165 24"X 60"FULL LENGTH CHANNEL-FRAME MIRROR(OR SIMILAR). SHEET VINYL SHEET TITLE: EXISTING DEMISING WALL TO REMAIN-PATCH AND PAINT TO MATCH NEW ADJACENT WALLS. SV-1 FORBO MARMOLEUM,VIVACE,3420 SURPRISING STORM,HEAT WELDED SEAMS 11 0 BASE 12 EXISTING FURRING WALL TO REMAIN-EXTEND TO STRUCTURE WITH INSULATION. RRBBBE ROPPE, 123 CHARCOAL,4"(6"AT UNISEX RR) Construction Plans '' 13 PROVIDE SLATWALL FROM 1'-10"AFF TO 7'-10"AFF. PAINT 3 14 PROVIDE BUILDING STANDARD DOOR AND FRAME WITH PERIMETER SEAL AND DOOR BOTTOM TO PROTECT HEATED SPACE FROM UN-HEATED SPACE. P-1 TO BE SELECTED 8 15 P-2 TO BE SELECTED G NEW EXTERIOR DOOR TO MATCH EXISTING EXTERIOR DOOR,PROVIDE LOCKING HARDWARE,CLOSER AND WEATHERSTRIPPING. P-3 TO BE SELECTED 0 16 WALL FACING BREAKROOM TO EXTEND TO 11'-6". cci P 4 TO BE SELECTED 17 0 WALL TO EXTEND TO UNDERSIDE OF GYP CEILING PER REFLECTED CEILING PLAN. PLASTIC LAMINATE en PL-1 (VERTICALS) FORMICA,9285-58 WHITE TWILL,MATTE FINISH DRAWN BY: AJM PL-2 (HORIZONTALS) FORMICA,6474-58 STORM HEX,MATTE FINISH PL-3 (INSIDE SURFACES OF UPPER CABINETS)WILSONART D417-60 LAPIS BLUE DATE ISSUED: 01:25.17 PL-4 (WALL PANELING IN UNISEX RR)FORMICA,CITADEL WARP 5882-58-PROVIDE STAINLESS STEEL FRAME SURROUND AND AT JOINTS R .0 t CONCRETE ci S CONC GRIND AND SEAL-CONTRACTOR TO PREPARE 4'X4'SAMPLE FOR OWNER/ARCHITECTS REVIEW 5 SLATWALL t MARLITE 4X8 OR 4X6 738 BRUSH ALUM WITH PAINTED INTERIOR IN CRYSTAL GRAY,PROVIDE END a FRAMES AND CORNER FRAMES TO MATCHcv A201 SHEET: E LRS Architects,Inc.©2017 0. h v `o V, RCP GENERAL NOTES LES A. REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES. ^ u I C T S B. ALL ELECTRICAL WORK IS DESIGN BUILD-EXISTING&NEW LIGHT FIXTURES SHOWN FOR /1 ' 1 G 1 REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO 720 NW Davis 503.221.1121 M) ARCHITECT. SUBMIT ELECTRICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO Suite 300 503 221.2077 0 CONSTRUCTION. CLEAN&RESTORE ALL LIGHTS TO WORKING ORDER PRIOR TO JOB COMPLETION. Portland OR 97209 www.Irsercnitects.com C. ALL MECHANICAL WORK IS DESIGN BUILD-EXISTING&NEW DIFFUSERS SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO ARCHITECT. SUBMIT MECHANICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO 1 CONSTRUCTION. CLEAN ALL DIFFUSERS PRIOR TO JOB COMPLETION. ���Y' , / \ ' I R —� r EM — �I �OTS�R 1_ D. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING,STROBES,SMOKE DETECTION \ / W ' to EM (ri &SPRINKLERS TO ARCHITECT FOR REVIEW AND COORDINATION PRIOR TO = CONSTRUCTION. L 'MICHELLE C.STARTY J Jr -2 0 lo ♦ r —� R---.........all � E. REPLACE ALL DAMAGED CEILING TILES&GRID TO MATCH EXISTING BUILDING STANDARD. •n PORRAND OREGON F. WHERE NEW LIGHTS ARE ADDED-MATCH EXISTING BUILDING STANDARD TYPE AND FINISH. `',if,��j o OTS `4 " 6355 o OTS G. CONTRACTOR TO PROVIDE LIGHTING RECOMMENDATIONS FOR REVIEW BY TENANT AND li OF ARCHITECT. THE LIGHTING SELECTED BELOW IS BASIS OF DESIGN. EQ. 9'-0" EQ. 6 4.1_---_ ___-__ R R L J — L J L J " w CONSULTANT: Y C Y _ _ _EM r ------- r - r _-- 2, y W 0 m R R EM TYP r , Cy,-0.} J- ® <. • a _ LEGEND C io c 0 sractin; E-4- = o 0 - o 0 17vy 0 0 y NEW GYPSUM BOARD FRAMED CEILING AA AA AA a / 4 i a A c 1 c- 7 R R = (SEE DETAIL XX/AXXX) A \/ NI NI NI 'I NI Vv E ------- ------- I ------ Li A A A A A A A A 12'-0" 10 4 y 4 y r y t -1 , L N e. N o N t �EM C A301 B NEW 2X4 ACOUSTICAL SUSPENDED CEILING 0 0 ♦ >< EXISTING BUILDING STANDARD LIGHT FIXTURE A A A A A A C 7 v v v v v �d w COTS a _ -� EXISTINGRELOCATED LIGHT FIXTURE TO BE REMOVED OR A A A R R — �� / ------ 2 ------- � ------- J v N V N r e- -/ c ' /IV ------ - REMOVED OR RELOCATED SUSPENDED FLUORESCENT LIGHT FIXTURE _ _ II Cori) 0 EM J\e< , ? ^` O I 1 A O b. —1 RELOCATED SUSPENDED LED LIGHT FIXTURE NI NI NI v .' O n A A A �' " ;' I \ / N / \ • V y V N r I " o I NEW SUSPENDED LED LIGHT FIXTURE-PRUDENTIAL LTG,SNAP 8'LENGTH, BLACK TVP 01 • R R EM ra / a NEW LED TRACK LIGHTING,HALO L808 AND POWER TRAC — A A ASir ' — ISI LIIIIIiiih, PROJECT NUMBER: 216304 v vI N 4. �Ay GAy w O NEW LED PENDANT LIGHT FIXTURE,TROY RLM BELL,BL12,BLUE BLU _, 0 9 LN CURTIS TI IIo NEW LED RECESSED LIGHT FIXTURE WALL-MOUNTED FIXTURE 11570 SW TIEDEMAN AVE ® ®+ EXIT SIGNS(W/INTEGRAL ARROW WHERE OCCURS) TIGARD, OR 97223 1. DEMOLITION REFLECTED CEILING PLAN 2. REFLECTED CEILING PLAN +8, CEILING HEIGHT AFF N eNEM EMERGENCY LIGHT FIXTURE ALONG EGRESS PATH SCALE: 1/8"= l'-0" SCALE: 1/8"= 1'-0" R RELOCATED RCP KEYNOTES RCP KEYNOTES , REMOVE WAREHOUSE LIGHT FIXTURES AND SALVAGE FOR REUSE. 0 CEILING OPEN TO STRUCTURE. PROVIDE SPIRAL DUCTING WHERE DUCTING IS EXPOSED. KEEP EXPOSED CEILING AS CLEAR OF EXPOSED WIRING AS POSSIBLE. O2 REMOVE WATER HEATER ABOVE RESTROOM AND SALVAGE FOR REUSE. O3 REMOVE WAREHOUSE HEATER AND SALVAGE FOR REUSE. SHEET TITLE: Demo RCP & Reflected Ceiling Plan CD 0 U 0 S DRAWN BY: AJM 3 DATE ISSUED: 01,25.17 0 0 0 0 r sat e 0 8 ,o rJ G 0 g 9 a SHEET: A202 e a E LRS Architects,Inc.@ 2017 0 cl v 0 E m . LES N N NN N N 7 7 7 7 , ARCHITECTS 720 NW Davis 603.221. 71 Suite 3000 s03 221.22 U077 Portland OR 97209 www.lrsarcnitects.com NEW ^ WALL GRAPHIC WALL GRAPHIC INSULATED ��Y' `G' THROUGHOUT SHOWROOM, SHOWROOM, FURRING / PERIMETER 7 OFCI THROUGHOUT OFCI WALL BEYOND fMICHEIJ..EC. /2'-11/2^/ 2'-0" �2'-11/2"/ 3'-0" /2'-11/2"/ 2'-0" 2'-11/2"/ START "c ♦ a / 1 INSIDE H -� 6 `\ A301 A301 SURFACES OF • • 302 FRAMELESS GLASS -... SLATWALL OPEN CABINET, (f PORRI MA,OREGON A, EQ. EQ. WINDOW WITH OFOI - PL-3 +�. / \ VERTICAL OF O / jr / WINDOW FILM APPLIED \ / k ♦ TO S DEHE SHOWROOM \ /co . _ _ L Y SURFACES, 0 5m ♦ HORIZONTAL 4 SURFACES, A302 \ SLATWALL END / 7 ♦ / AND CORNER \ REF I ; PL-2 - �c / ♦ FRAMES N (NIC) /f /(1\ '\_/A -/"*.- n-*) (1 n 1 CONSULTANT: o t — _ y / \ / \ \ o C € — — J N \ \ / \ / N 7 N 7 7 N I i V VN7 1 st ~— —� RUBBER BASE, �♦ ♦ ♦ ♦ RUBBER BASE, 7 I �� ♦ RUBBER BASE, RB-1 RB-1 \ gp1 RB-1 A� Ci) 30A301 Ae/ 1. OFFICE WINDOW 2. CHANGING ROOMS SLATWALL 3. STAFF BREAKROOM s'-3"(5 EQUAL) 3'_0^ 6'-3"(5 EQUAL) / SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" / 2'-1"UNO / —CLEAR SILICONE CAULK AT SEAM CLEAR SILICONE CAULK AT SEAM(TYP) 2'-1"UNO (TMP) CONTINUOUS CONTINUOUS PLASTIC LAMINATE COUNTERTOP&SPLASH / / CHROME ACCESSIBLE FAUCET FRENCH CLEAT FRENCH CLEAT AT ALL EXPOSED SURFACES&EDGES(SEE 1'-0"UNO ALIGN W/ADJ ELEVATION)OVER 3/4"SUBSTRATE6.5"DEEP ADA COMPLIANT 1" 1" STAINLESS STEEL KITCHEN SINK Z-Z ♦ / ♦ PLASTIC LAMINATE COUNTERTOP J `r &SPLASH AT ALL EXPOSED ♦ 1 6"DRAWER ♦ ►�. �f\ SURFACES 8 EDGES(SEE PLASTIC LAMINATE AT ALL EXPOSED& Ci PLASTIC LAMINATE AT ALL EXPOSED& ELEVATION)OVER IBE Z SEMI-EXPOSED SURFACES OVER 3/4" Z w SEMI-EXPOSED SURFACES OVER 3/4" MEDIUM-DENSITY FIBERBOARD SUBSTRATE;SELF EDGE 0 SUBSTRATE;SELF EDGE �� 4"WIRE PULLS,BRUSHED \ d „� J MADE W/EXTERIOR GLUE. 1 ALUMINUM(TYP) > =f 4"WIRE PULLS, BRUSHED w w '' PLASTIC LAMINATE AT ALL ALUMINUM w w SEMI-EXPOSED SURFACES OVER L.LiWHITE INTERIOR w/ PLASTIC LAMINATE INTERIOR w/ o 3/4"SUBSTRATE;SELF EDGE o PLASTIC LAMINATE OVER 3/4" CO SUBSTRATE REMOVABLE BASE ADJUSTABLE SHELVES(TMP) 1p NON-ADJUSTABLE SHELF(TMP) N WHITE INTERIOR wl ADJUSTABLE iv U CABINET DOORS W/ FULLY PROJECT NUMBER: 216304 SHELVES(TYP) is BLACK HEAT Z CONCEALED EUROPEAN HINGE & ALUMINUMLP)RUSHED e e PROOF WRAP QUICK SNAP OFF CAPABILITY LN CURTIS TI aill BASE AS SPECIFIED;REFER TO @ EXPOSED ELEVATION PIPING 'V - ATTACHED BASE AT DOORS WHITE INTERIOR(TYP) 1 �� RUBBER BASE h F T.O. IN.FLR _ ♦ Y'1 K. h kr T.O. FIN. FLR _ ♦ ‘. \\3"/ kr • 11570 SW TIEDEMAN AVE Y Y �\ UNDERCUT BY 1/4"FOR FLOOR TIGARD, OR 97223 \ CLEARANCE CONTINUE FLOOR FINISH UNDER CABINET AT SINK,SEE FLOOR PLAN 4. TYPICAL UPPER CABINET 5. TYPICAL OPEN UPPER CABINET 6. LOWER CABINET WI DRAWER & DOOR 7. TYPICAL LOWER CABINET w/ SINK SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" / 2'-1"UNO / / 2'-1"UNO / CLEAR SILICONE CAULK AT SEAM(TYP) CLEAR SILICONE CAULK AT SEAM(TYP) WALL MOUNT LIGHT FIXTURE / PLASTIC LAMINATE COUNTERTOP&SPLASH PLASTIC LAMINATE COUNTERTOP&SPLASH AT ALL EXPOSED SURFACES&EDGES(SEE AT ALL EXPOSED SURFACES&EDGES(SEE MIRROR(2'X 4') ELEVATION)OVER 3/4"SUBSTRATE ELEVATION)OVER 3/4"SUBSTRATE ♦ N ♦ N v "/),/ ♦ �, 1_,-,c1 4"WIRE PULLS,BRUSHED ♦ ,arl 4"WIRE PULL,BRUSHED 0 / GRAB BAR ALUMINUM(TYP) _�\ ALUMINUM(TYP) / SHEET TITLE: l•_,-,. CAN, IIFCI��DUTYTRASH + / II Interior Elevations / s PLASTIC LAMINATE AT ALL PLASTIC LAMINATE AT ALL ♦ 1.SEMI-EXPOSED SURFACES OVER SEMI-EXPOSED SURFACES OVER d� a I N and Details o • • 3/4"SUBSTRATE;SELF EDGE o 3/4"SUBSTRATE;SELF EDGE Y o L--p a -� \ o 1 WHITE INTERIOR w/ADJUSTABLE iv PULL-OUT DRAWER FOR TRASH "' v A . SHELVES(TYP) CAN SURROUND-PROVIDE �___ ♦ - DURABLE HARDWARE FOR 0 BASE AS SPECIFIED(TYP) HEAVY-USE PLASTIC LAMINATE SEAT COVER RECESSED PAPER WAINSCOTING AT WET DISPENSER TOWEL DISPENSER/ BASE AS SPECIFIED(TYP) WALLS,TYP.(PL-4) TOILET PAPER WASTE RECEPTACLE c 1 I \ DISPENSER DRAWN BY: AJM �f K------1I--- _ 6"CONTINUOUS COVE SOAP DISPENSER E N :i. v BASE,TYPICAL DATE ISSUED: 01. 5.17 h T.O.FIN. FLR _ ♦ /l J T.O. RN. FLR _ ♦ 11 ♦ A B C 8 Y Y ADA COMPLIANT SINK AND FAUCET; PROVIDE HEAT WRAP AT ALL EXPOSED n PIPES Y 0 8 M CO 5 8. LOWER CABINET W/ DOOR 9. LOWER CABINET W/PULL-OUT TRASH 10. UNISEX RESTROOM ELEVATION A SCALE 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1/4"= 1-0" REFER TO SHEET A100 FOR STANDARD MOUNTING HEIGHTS SHEET: A 3 01 e LRSNchBecfs,Inc.©2017 E n ;7. 0 E co LES PROVIDE LIGHT&SOUND SEALING GASKET CONTINUOUS BETWEEN 1/8"COVER PLATE CONTINUOUS TRACK WITH ARCHITECTS WALL&CEILING AND WALL& 18 GA.DEFLECTION CHANNEL EXISTING CONCRETE COLUMNS SECURE TO METAL DECK W/ FASTENER TO TOP PLATE 1/8"STEEL 7P0 NW Davis 503.221.1121 Q WHERE APPLICABLE ` _^— Suite 300 503 221.2077 ❑ 1/4"DIA.X 1-1/2"POWER ACTUATED DRIVEPINS INTO CONCETE FILLED FLUTES @ 18" ___ EXISTING _ EXISTING Portland OR 97209 www.Irsarcnitects.com �I O.C. OR#8 S.M.S INTO METAL STRUCTURE STRUCTURE ED o 3-5/8"25 GA.(3625125-18)MTL DECK @ 18'O.C. PROVIDE FOR STUDS @ 24"O.C.WITH 5/8"GYP. CONTINUE 3/4"DEFLECTION. GYP.BD.TOlel BD.EACH SIDE CEILING — f I TRANSFER GRILLE WHERE •!�!�!�!j����j�'-� �j��j�j VERIFY HEIGHT HSS HEIGHT I■ �x �1j� �A���/�j OCCURS-PAINT TO MATCH fr i FULL HEIGHT �,�,Q r.`J Z ►�� WALL COLOR. �' &58 xs x9re PROVIDE 3x3x1/8 HSS TUBE STEEL GJ i0 , ���° • VERIFY HEIGHT BASE PLATE WIT SUPPORTS AT 48"O.C. INSIDE W. PROVIDE(2)FASTENERS @ EA. S zlsa DwTr HD = EXPOSED WALL ENDS TO FULL WALL 3 5/8' �i 3-5/8"25 GA(3625125-18)MTL 3 5/8"20 GA(3625162-33) y BRACE STUD CONNECTION TO TOP �� sEcnoNa HEIGHT AND MOUNT TO FLOOR WITH tdICNOlE C.STMTT td �• STUDS @ 24"O.C.WITH 5/8" MTL.STUD FRAMING @ OF WALL STUD �� = 3/8"PLATE STEEL. /I ,/1/� _H - GYP.BD.EACH SIDE. EXTEND 24"O.C. (JOISTS TO RUN e o i� MTL STUDS AND GYP.BD. FULL SHORTEST DISTANCE 3-5/8"25 GA.(362S125-18)MTL �j� WHERE OCCURS- HEIGHT TO UNDERSIDE OF LESS THAN 10'-11"). ��' STUDS @ 24"O.C.WITH 5/8" 5 REFERENCE RCP " STRUCTURE ABOVE. PROVIDE REFER TO RCP FOR GYP. ZD GYP.BD.EACH SIDE. EXTEND 3-5/8"25 GA.(362S125-18)MTL > hall I � MTL STUDS AND GYP.BD. TO STUDS @ 24'O.C.WITH 5/8"GYP. p � OF 3"SOUND ATTENUATION BATT BD.CEILING LOCATIONS INSULATION FRICTION FIT IN i►j + 10'-0"A.F.F. PROVIDE 3"SOUND BD.EACH SIDE. PROVIDE 3"SOUND STUD-CONTRACTOR TO ATTENUATION BATT INSULATION ATTENUATION BATT INSULATION POWDER DRIVEN ANCHOR AT 2'-0" FRICTION FIT IN STUD. FRICTION FIT IN STUD SPACE AND CONFIRM STUD SIZE WITH H� ACOUSTIC SEALANT @ CEILINGr.4' 1 / O.C.THRU MTL.STUD TRACK,UON LENGTH REQUIRED TO EXTEND •4 TO STRUCTURE. GRID. • - POWDER DRIVEN 0.157"DIA.HILT!POWDER �Hi SECTION A 1 POWDER DRIVEN ANCHOR ANCHOR AT 2'-0"O.C. DRIVEN ANCHOR AT 2'-0" ice♦ I THRU MTL.STUD 'Li BASE ON BOTH SIDES AS O.C.THRU MTL.STUD I BASE ON BOTH SIDES AS AT 2-0"O.C.THRU MTL. , CONSULTANT: a STUD TRACK,UON BASE ON BOTH SIDES AS SPECIFIED TRACK,UON SPECIFIED TRACK,UON. EMBED 3/4" I`� SPECIFIED BASE ON BOTH SIDES AS SPECIFIED W IIN I _ EXISTING SLAB. I�Lti I� —_ EXISTING SLAB+ wed _ EXISTING SLAB • EXISTING SLAB $ 1. FULL HEIGHT PARTITION 2. PARTIAL HEIGHT WALL WITH GYP CLNG 3. PARTIAL HEIGHT WALL WITH ACT 4. PARTIAL HEIGHT WALL SCALE: 1/2"= 1'-0" SCALE: 1/2"=1-0" SCALE: 1/2"= 1'-0" SCALE: 1"= 1'-0" C SHEET FLOORING AS SPECIFIED ° 4"WIDE WHITE 36°STRIPES ROPPE GLUE DOWN TRANSITION AT 24"O.C.AT ACCESSIBLE 5/8"GYPSUM WALL BOARD 5/8"GYPSUM WALL BOARD EDGE ° °" PARKING STALLS SEALED CONCRETE AS • 2'-0" ,�. EXISTING SIDEWALK ON GRADE SPECIFIED SEE FLOOR PLANS SEE FLOOR PLANS V d ., FOR WALL TYPE FOR WALL TYPE 4: t METAL GLAZING CHANNEL Q / " '' \ - ' , WITH NEOPRENE GASKET - \ 2 /� p / & • A „ / Lu C5GLAss GLASS SHEET FLOORING TO TILE LU ciei CD CARPET AS SPECIFIED a C7 CS \ W w CLEAR SILICONE CAULK w CONCEALED FASTENER ROPPE#39 SEE DETAIL 9/A302 FOR at AT VERTICAL EDGES GLUE DOWN CARPET EDGE ACCESSIBLE SIGN w ACCESSIBILITY 2 PROJECT NUMBER: 216304 SYMBOL PER INFORMATION co cc SEALED CONCRETE AS > LOCAL w SPECIFIED ° JURISDICTION 0 LN CURTIS TI NEW CONCRETE Z z REQTS,(12"HIGH z WHEEL STOP,CENTER _ 'VAN"LETTERING g Q v r WHERE OCCURS o d a ,� ON STALL,TYP > r F -SEE SITE PLAN) b' 9 / ` co We 11570 SW TIEDEMAN AVE D / Q oi A / & A „ / Q \ C \ WHITE 4"WIDE a o a LINES,TYPICAL 28"MIN m TIGARD, OR 97223 1'-0" 41"AT STATE HIGHWAYS 2 CARPET TO CONCRETE �,P N I 18'-0" Jr 5. WINDOW JAMB DETAIL 6. WINDOW HEAD/SILL DETAIL 7. TRANSITION DETAILS 8. ACCESSIBLE PARKING STALL SCALE: 3"= 1'-0" SCALE: 3"= 1'-0" SCALE: FULL SCALE: 1/4"= 1'-0" RESERVED PARKING ALUM SIGN(R7-8) e„i,A. ALUM SIGN(R7-8P), WHERE APPLICABLE VAN ACCESSIBLE Z o 2"DIA.125"GALV O F- co CONC STEEL TUBE POST 5 U O FOOTING I W/TOP CAP >-o Z D SHEET TITLE: co w 1/4"MIN SLOPE 2 5 JOINT SITE PAVING Interior & Site 1- FILLER OR GRADE En ai Details Q, a d _ 27 a A = I E.' = ' 4 — N a o o d DRAWN BY: AJM E ;-;\ DATE ISSUED: 01.25.17 0 8 NOTE:USE LOCAL JURISDICTION STANDARD ACCESSIBLE SIGN 52 t REQUIREMENTS FOR NUMBER OF SIGNS, SIZE, SIGN'S CONTEXT&DESIGN. ONLY USE SIGN DETAILS WHEN STANDARD SIGNS ARE NOT AVAILABLE, OR S NOT REQUIRED h 9. ACCESSIBLE PARKING SIGN POST t SCALE: 1"= 1'-0" SHEET: � �0� a Co a E IRS Architects,Inc.©2017 0. 0 IX v 0 E to