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Plans (2) B -U- P20 15 0011 4 RECEIVED APR 21 2015 CITY OF TIGARD A R C H I T E C T S BUILDING DIVISION ONE EMBASSY CEN E 720 NW Davis 503.221.1121 2R Suite 300 503 221.2077 D Portland OR 97209 www.Irsarchitects.com 9020 SW WASHINGTON SQUARE ROAD., SUI 5 0 1�9 TIGARD., OREGON 97223/if FA =I DI? UfE t4 1=() /? L T1 TR TE 0 ��� 3645 IVLANA t. NIXONPERMIT SET ■ ■ 15 f Q PROJECT DIRECTORY ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS OCCUPANT LOAD AND EGRESS BUILDING CODE REQUIREMENTS AND DATA PROPERTY OWNER: 1. ALL DIMENSIONS INDICATED ON THIS SHEET ARE CLEAR MINIMUM TO FACE OF FINISH. TABLE 1004.1.2 OCCUPANT LOAD PROJECT LOCATION: 9020 SW WASHINGTON SQUARE ROAD, SUITE 500 CONSULTANT: Wyse Investment Services Company Andy James:AJames@Wyselnvestment.com DIMENSIONS TO TOILET ROOM ACCESSORIES ARE TO THE CENTER LINE AS NOTED OR TO THE _, TIGARD, OR 97223 Office Area: 1,180 SF - (1,180 SF)/(100 grossSF/occ.)= 12 occ. 1501 SW Taylor Street,Suite 100 Kathi Pearce:KPearce@Wyselnvestment.com HIGHEST PORTION OF THE OPENING OR OPERATING DEVICE. Portland,Oregon 97205 Total Occupant Load: 1,180 Net SF –> 12 occ. PROPERTYID: 1S126BC01506, R2007147 2. ALL ITEMS INDICATED BELOW MAY NOT OCCUR ON THIS PROJECT. SEE PROJECT PLANS AND Actual Occupant Load: Actual SF/occ.--> (1,180 SF)/(12 occ.) = 98 SF/occ. Telephone (503)294-0400 ELEVATIONS FOR ITEMS THAT OCCUR. Fax (503)227-2507 APPLICABLE BUILDING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE 3. SEE ARCHITECTURAL PLANS FOR ACCESSIBILITYAND/OR ADAPTABILITY CONFORMANCE IN THE TABLE 1014.1 BUILDING AGENCY/JURISDICTION: CITY OF TIGARD ARCHITECT. HORIZONTAL PLAN LAYOUT. Minimum Number of Exits Required: 12 occ. <50, Therefore Min. One(1)Exit Required. PROJECT SCOPE OF WORK: NON-STRUCTURAL INTERIOR IMPROVEMENTS LRS Architects, Inc. Byron Balogh:bbalogh@lrsarchitects.com 4. CONFORMANCE TO FIXTURE MOUNTING HEIGHT REQUIREMENTS ARE APPLICABLE IN ANY SPACE 720 NW Davis,Suite 300 Anne Bedney:abedney@lrsarchitects.com SERVING MORE THAN ONE EMPLOYEE,ALL RESIDENTIAL AND MULTIPLE EMPLOYEE COMMON TOTAL NEW BUILDING AREA: NONE Number of Exits Provided: One(1). Portland,Oregon 97209 SPACES,AND SPACES ACCESSIBLE TO THE PUBLIC,AS THEY OCCUR PER PROJECT. Telephone(503)221-1121 Travel Thru Intervening Rooms(Section TOTAL TENANT GROSS AREA: 1,180 SF 5. VERIFYACCESSORY SIZE WITH MANUFACTURER TO ENSURE CONFORMANCE WITH REQUIRED 1014.2): Allowed thru accessory areas only. ZONING: MUC-MIXED USE COMMERCIAL Fax(503)221-2077 MOUNTING HEIGHTS. 6. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS AS REQUIRED FOR MOUNTING FIXTURES. TABLE 1005.1 GENERAL CONTRACTOR: BUILDING CODE AREA CALCULATIONS Egress Width per Occupant: (12 occ.)x(0.20)=2.40 inches Pacific Crest Structures, Inc. 7. PROVIDE GYPSUM BOARD WRAP BEHIND FIXTURES AT WALLS DESIGNATED ON FLOOR PLANS AS NOTES: 17750 SW Upper Boones Ferry Road,Suite 190 Alan Volm:alan@pacificcrestweb.com OPENING-PROTECTED WALLS. Actual Exit Width: 36 inches--O.K 1. SEE CODE ANALYSIS PLAN FOR ACCOMPANYING INFORMATION. CODE INFORMATION INDICATED BELOW ONLY LISTS SOME SPECIFIC REQUIREMENTS BUT DOES NOT LIST ALL BUILDING CODE Durham,Oregon 97224 8. FLOOR DRAINS: SECTIONS 1014& 1016 REQUIREMENTS. Telephone(503)968-8949 ACCESSIBLE FIXTURES REQUIRE A CLEAR FLOOR SPACE CONTIGUOUS OR OVERLAPPING THE Fax(503)598-6658 ACCESSIBLE ROUTE. FLOOR DRAINS SHOULD NOT BE PLACED IN THIS CLEAR FLOOR SPACE. Maximum Travel Distance Allowed: Maximum Allowed Common Path of Egress= 100-ft. 2. NON-SEPARATED USES ARE PROPOSED FOR ALL OCCUPANCIES IN ACCORDANCE WITH SECTION Oregon CCB#66915 Actual Provided=57'-0°therefore O.K. 508.3. ' 9. EXCEPTION: DRAINS MAY RESIDE IN CLEAR FLOOR SPACE PROVIDED DRAIN HOLES DO NOT EXCEED 1/2"DIA. MAXIMUM,FLOOR SLOPE DOES NOT EXCEED 2%IN ANY DIRECTION,AND THE Maximum Travel Distance to Exit: Maximum Allowed Travel Distance to Exit=300-ft. EXISTING OCCUPANCY GROUPS: B ELEVATION CHANGE AT THE DRAIN LIP DOES NOT EXCEED 1/8". OCCUPANCY GROUPS:(CHAPTER 3): B DRAWING INDEX Actual Provided= 117'-0" therefore O.K. CONSTRUCTION TYPE: SHEET NAME ACCESSIBILITY COMPLIANCE EXISTING: TYPE I-B, WITH FIRE SPRINKLERS THROUGHOUT A001 COVER SHEET AND CODE ANALYSIS The facility has been surveyed and the following building elements have been found to be in compliance with IBC Chapter 11:and ANS!117, BASIC ALLOWABLE FLOOR AREA: B: UNLIMITED A100 GENERAL NOTES AND STANDARD MOUNTING HEIGHTS (TABLE 503, SEC.503): A101 SUSPENDED CEILING AND LIGHT INSTALLATION GUIDE AND DETAILS 1. Van-accessible parking. 2.Accessible building entrance(curb ramps). A201 CONSTRUCTION PLANS 3.Accessible route within building(floors, ramps, elevators). AREA MODIFICATIONS: INCREASE NOT NECESSARYAND NOT CALCULATED PROJECT NUMBER: 215121 4.Accessible restrooms and toilet fixtures. (SEC. 506): 5.Accessible telephones. 6.Accessible drinking fountains. /� 7.Accessible(visible/audible)fire alarms. BUILDING STORIES I HEIGHT: Dr. Queen For ALLOWABLE(SEC 503, 504): B: 11 STORY, 160 FEET BUILDING STORIES l HEIGHT: Health DEFERRED SUBMITTALS - DESIGN BUILD BUILDING CODE AREA AND MISC REQUIREMENTS ACTUAL: B:5 STORY, 65 FEET ELECTRICAL SYSTEMS LOW VOLTAGE SYSTEMS TYPE OF CONSTRUCTION: TYPE 1-B One Embassy Centre FIRE RESISTIVE REQUIREMENTS STRUCTURAL FRAME 2 HR AREA OF WORK EXIT ACCESS TRAVEL DISTANCE FROM MOST 9020 SW Washington MECHANICAL SYSTEMS SPRINKLER SYSTEMS EXTERIOR BEARING WALLS 2 HR REMOTE POINT PER TABLE 1016.1: g PLUMBING SYSTEMS EGRESS LIGHTING INTERIOR BEARING WALLS 2 HR ALLOWED DISTANCE: 300'MAX.LENGTH(SPRINKLERS PROVIDED) Square Road, Suite 500 EXT. NONBEARING WALLS TABLE 602 ACTUAL DISTANCE=117-0 INTERIOR NONBEARING WALLS 0 HR _ Ti"14 MAh FLOOR/CEILING 2 HR ROOF/CEILING 1 HR REVIEWED FOR CODE CQ11dPLTANC�i CUPAN I �� PENETRATIONS:(SEE PENETRATION DETAILS AND ALL WALLS AND FLOOR AND ROOF/CEILING �� t _ y MECHANICAL PLANS FOR LOCATIONS) ASSEMBLIES I r Address: OPENING PROTECTION:(SEE PLANS FOR (OPENINGS ARE DEFINED AS DOORS, 1 Suite#t LOCATIONS) WINDOW,AND DUCTS(REFERENCE OSSC I 715 FIRE ASSEMBLY)SEE DOOR AND COMMON PATH TRAVEL DISTANCE i Birt ` .� Dates "� WINDOW SCHEDULES SEE MECHANICAL — FROM MOST I � DRAWINGS FOR SMOKE AND FIRE DAMPERS REMOTE POINT BEFORE TWO WAYS PROVIDED 1 - OFFICE COPY PROJECT LOCATION SMOKE DETECTION AND FIRE ALARMS: PROVIDED PER IBC&OSSC SECTION 907 100 MAX.(SPRINKLERS PROVIDED) ACTUAL PDISTANCE ER TABLE 157'-0" ® J I �. _ /(C�0 E �• �7I/11//1I//!//A/' — 0 ��"1 �„r t 7 i 1 c ��' .�"�'` ���,b,s �s`j' � ..+ k �":, pdtk } ,.•. � t .°, ?; 1 P Oi z r nsC6re x!Y 1 r i ox­ tr �q 'rT k 6>Wt1t8Metk 1 � �� SHEET TITLE: n PEF L 1 p S '�#YIOS9°F iW s ,L�uJJ, y 1 Cover Sheet pi YIL'tOfFl Ar M�+li' 3 ...� . ..a. '-'"-'-"•r' .__. o z1jVC'141 � 'd4t<s-'xss r as ifTjd g..,. ? a w - - - - - - — ri LEGEND - - B �e+KingbF^tta s s i` nr3 r r t a Clty Pad AREA OF WORK c xso ^r- d�',�,� It�e�twt� ; �`'� ,�... ,us>, �•� t �° `� � �,q`' a� - EXIT EGRESS PATH x xt ,r Al 9 Franc- s — o m (XX) ACCUMULATIVE OCCUPANT LOAD M 1 . b it ', E i _ lca EXIT SIGN w/INTEGRATED DIRECTIONAL ARROW PP DRAWN BY: AEB N '.'t ,cr _ t < > _ DATE ISSUED: 04.07.15 CD CORRIDORS,UANDAN SPACESWHERE2 MODES OF EGRESS ARE REQUIRED PER SECTION 101 (REFER rim ,) { TO ELECTRICAL DRAWINGS FOR MORE INFORMATION). POCHE INDICATES"EXIT"TEXT SIDE OF SIGN. SIGNS LU y: FovYtet t7ltdtfy� ` Y }s AUt4} t i r 7 t 7s �: ° i, a I SHOWN IN CORRIDORS ARE CEILING HUNG. SIGNS SHOWN ON WALL ARE WALL HUNG. � b a A r E REQUIRED EXIT w, ,Y /1f 0 1. VICINITY MAP 2. OVERALL CODE ANALYSIS PLAN - FIFTH FLOOR SHEET: A001 SCALE: NOT TO SCALE SCALE: 1/16"= 1'--0" LRS Architects,Inc.©2015 I v ca T d C a PERMIT SET 04.07. 15 GENERAL NOTES ARCHITECTS GENERAL 24. NEW DOOR HARDWARE SHALL MATCH EXISTING BUILDING STANDARD LEVER HANDLE WITH 46. COORDINATE ELECTRICAL REQUIREMENTS FOR MECHANICAL SYSTEM. MATCH EXISTING BUILDING STANDARD WHERE POSSIBLE FOR REQUIRED EMERGENCY 720 NW Davis 503.221.1121 T? FINISH TO MATCH BUILDING STANDARD. FINISH OF HINGES AND CLOSERS TO MATCH. ALL 47. DESIGN-BUILD CONTRACTOR SHALL PREPARE A WRITTEN SCOPE OF HVAC WORK WITH BID. SYSTEMS AND INSTALL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT Suite 300 503 221.2077 D 1. THE GENERAL NOTES ARE INTENDED TO CONVEY DESIGN INTENT NOT OTHERWISE STATED IN HARDWARE SHALL BE ADA ACCESSIBLE. THIS IS To INCLUDE NEW EQUIPMENT, NUMBER OF ZONES, DESCRIPTION AND QUANTITY OF NATIONAL ELECTRICAL CODE THE DRAWINGS AND SPECIFICATIONS. THE PROJECT INTENT IS TO PROVIDE A COMPLETE 25, CONTRACTOR SHALL VERIFY COMPATIBILITY OF HARDWARE SPECIFIED WITH BUILDING CONTROLS AND THERMOSTATS,ETC. OWNER WILL REVIEW SCOPE OF WORK PROPOSED 71. PROVIDE VISUAL AND AUDIBLE ALARM SIGNAL APPLIANCES INTEGRATED INTO THE BUILDING Portland OR 97209 www.Irsarchitects.com WORKING TENANT OR BUILDING IMPROVEMENT. KEYING SYSTEM, PRIOR TO ACCEPTANCE OF BID. ALARM SYSTEM AS REQUIRED BYADA AND CURRENT OSSSC STANDARDS. PROVIDE 2. ALL WORK SHALL CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE(IBC), 2014 26. PROVIDE NEW DOORS MATCHING EXISTING DOORS`VENEER SLICING PATTERN AND GRAIN 48. DESIGN-BUILD CONTRACTOR To PROVIDE CERTIFICATION THAT OUTDOOR AIR ADDITIONAL ELECTRICAL SERVICEAS REQUIRED. COORDINATE REQUIREMENTS WITH OREGON STRUCTURAL SPECIALTY CODE(OSSC),2014 OREGON MECHANICAL SPECIALTY DENSITY,AND FINISH. REQUIREMENTS OF CURRENT CODES WILL BE MET FOR EACH OCCUPANCY USE WITHIN THE BUILDING OWNER. ALARM LOCATIONS INDICATED ON PLANS ARE ONLY FOR REFERENCE. CODE(OMSC), 2014 OREGON FIRE CODE, 2014 OREGON ENERGY EFFICIENCY SPECIALTY 27. PROVIDE CLOSERS ON ALL TENANT ENTRY OR EXIT DOORS TO MATCH EXISTING BUILDING TENANT IMPROVEMENT AREA. 72. PROVIDE SHOP DRAWINGS FOR ALARM SYSTEM LAYOUT AS REQUIRED BY CODE. CODE(OEESC), 2014 OREGON PLUMBING SPECIALTY CODE(OPSC),2014 OREGON ELECTRICAL STANDARD FINISH AND TYPE, 49. INTERIOR AND PERIMETER OFFICES SHALL NEVER BE ON THE SAME ZONE. CONFERENCE 73. VERIFY SERVICEABILITY AND REUSABILITY OF EXISTING ELECTRICAL EQUIPMENT,AND SPECIALTY CODE(OESC)AND TO CONDITIONS AND SPECIFICATIONS OFALL GOVERNING 28, PROVIDE DOOR OPENINGS IN RATED WALLS COMPLYING WITH REQUIRED SMOKE CONTROL ROOMS AND LUNCHROOMS CAPABLE OF SEATING(6)OR MORE SHALL ALWAYS BE ON THEIR REPAIR OR REPLACE AS NECESSARY. 60D AUTHORITIES. ASSEMBLY AND INDICATED FIRE PROTECTION RATING OF NO LESS THAN 20 MINUTES. OWN ZONE. 74. VERIFY THE CAPACITYAND REUSABILITY OF EXISTING ELECTRICAL PANELS TO MEET 3. CAREFULLY EXAMINE THE PROJECT SITE AND CONSTRUCTION DOCUMENTS. VERIFYALL WHERE EXISTING DOOR OPENINGS DO NOT COMPLY WITH PRESENT BUILDING CODE 50. DESIGN-BUILD CONTRACTOR SHALL VERIFY THE SUITABILITYAND CONDITION OF SCHEDULED PROJECT REQUIREMENTS. 3645 DIMENSIONS AND CONDITIONS PRIOR TO START OF WORKAND REPORT ANY DISCREPANCIES REQUIREMENTS, PROVIDE NEW DOORS, FRAMES AND HARDWARE THAT COMPLY. EQUIPMENT TO BE RE-USED OR RELOCATED. DETERMINE ITEMS THAT NEED TO BE 75. TERMINATE ALL CONDUITS IN STANDARD DUPLEX BOXES, UNLESS OTHERWISE INDICATED CI: L. NIXON TO THE ARCHITECT 29. ADJUST THE RESISTIVE FORCE OF ALL NEW AND EXISTING INTERIOR DOOR CLOSERS IN THE REPAIRED OR REPLACED. PRICE THESE ITEMS SEPARATELYANDAS EXCEPTIONS! 76. KNOWN EXISTING(E)ELECTRICAL AND PHONEIDATA OUTLETS HAVE BEEN INDICATED ON THE PATE. 4. OBTAIN AND PAY FOR ALL PERMITS AND FEES TO COMPLETE THE WORK. OBTAIN AND PAY PROJECT AREA TO A MAXIMUM PRESSURE OF 5 LBS. TO COMPLY WITH ADA REQUIREMENTS. CLARIFICATIONS IN BID. DRAWING. ADDITIONALEXISTINGOUTLETS MAY EXIST AND SHOULD BE VERIFIED BY FOR ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS. 51. AUTOMATIC SPRINKLER SYSTEM SUPERVISION- ALL VALVES,INCLUDING THOSE IN PITS, CONTRACTOR. 0 0 5. THE CONTRACTOR SHALL PROVIDE AND PAY FOR DUMPSTER AND TELEPHONE. FINISHES SHALL BE MONITORED BY UL LISTED FIRE MARSHAL-APPROVED CENTRAL STATION. WATER 77. VERIFY WITH TENANT OR OWNER LOCATIONS OF ELECTRICAL AND VOICEIDATA OUTLETS FOR 6. COORDINATE ARCHITECTURAL WORK WITH MECHANICAL AND ELECTRICAL DESIGN BUILD FLOW AND HIGH/LOW PRESSURE FOR DRY PIPE SYSTEMS IF USED)SHALL BE SUPERVISED, SYSTEMS FURNITURE PRIOR TO INSTALLATION. WORK AND SUBMIT ALL DESIGN BUILD PLANS TO ARCHITECT FOR REVIEW PRIOR TO 30. REPAIR/REFINISH ANY DAMAGE TO EXISTING FINISH SURFACES IN IMPROVEMENT AREA AS WELL AS OTHER FEATURES DEEMED NECESSARYBY CURRENT NATIONAL FIRE 78. SMOKE DETECTION DEVICES INDICATED ON THE DRAWINGS ARE FOR REFERENCE ONLY CONSTRUCTION. CAUSED BY CONSTRUCTION OPERATIONS. PROTECTION ASSOCIATION STANDARDS. CONFIRM SPACING OF DETECTORS WITH DEVICE LISTING. 7. DIMENSIONS TAKE PRECEDENCE OVER SCALE. DIMENSIONS ARE TYPICALLY TO FACE OF 31. PAINT EXISTING WALLS WITH 2 COATS OF EGGSHELL FINISH PAINT UNLESS OTHERWISE 52. PREPARE SPRINKLER SYSTEM SHOP DRAWINGS FOR COORDINATION WITH ARCHITECTS 79. CLEAN AND REPAIR EXISTING SMOKE DETECTORS TO BE REUSED TO GOOD WORKING FINISH UNLESS OTHERWISE NOTED. NOTED. SUBMIT COLOR DRAW-DOWNS TO ARCHITECTAND OWNER FOR APPROVAL PRIOR TO DRAWINGS BY ARCHITECT. CONDITION. 8. KEEP PROJECT AREA OF WORK FREE OF GARBAGEAND DEBRIS ON DAILYBASIS. APPLICATION. 53, PAYALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES 80. CLEAN NEW, EXISTING,AND RELOCATED LIGHT FIXTURES IN PROJECT AREA, OR IN AREAS 9. DO NOT DISTURB ADJACENT TENANTS BY NOISY CONSTRUCTION(i.e.,JACK HAMMERING OR 32. WHERE ALL NEW PARTITIONS ABUT,JOIN OR CONNECT TO EXISTING SURFACES, WALLS, OR NECESSARY TO COMPLETE THE WORK. AFFECTED BY WORK OF THIS PROJECT,AT COMPLETION OF JOB. RELAMP AND REPLACE CORE DRILLING), OR ODORS(i.e.,PAINTING OR ADHESIVE FROM FLOOR OR WALL NEW CONSTRUCTION, THE FINISHED SURFACE SHALL BE ALIGNED FLUSH. 54. PROVIDE FIRE DAMPERS AS REQUIRED BY CURRENT OSSSC STANDARDS FOR NEW BALLAST IN LIGHT FIXTURES AS REQUIRED TO RESTORE TO WORKING ORDER, CONSULTANT: COVERINGS), SCHEDULE SUCH ACTIVITIES FOR AFTER NORMAL BUSINESS HOURS. 33. ALL NEW WALLS AND PARTITIONS SHALL HAVE TAPED JOINTS(3)COATS SANDED AND PRIMED CONFIGURATION OF FIRE-RATED PARTITIONS. 81. CLEAN AND REPAIR EXISTING EXIT SIGNS TO BE REUSED. REPLACE BATTERYANDIOR COORDINATE SUCH ACTIVITIES WITH BUILDING OWNER. TO MEET PAINT READY REQUIREMENTS, 55. BALANCE DESIGN-BUILD HVAC SYSTEM TO TENANT AND BUILDING OWNERS SATISFACTION. BALLAST IF NOT IN GOOD WORKING CONDITION. 10. STORAGE OUTSIDE OF BUILDING IS NOT ALLOWED WITHOUT AUTHORIZATION BY BUILDING 34. EXISTING WALLS AND SURFACES SHALL BE STRIPPED, RESURFACED,AND PATCHED AS TOUR EXISTING CONDITIONS AND CONTACT OWNER FOR QUESTIONS PRIOR TO BID. 82. COORDINATE TELECOMMUNICATIONS AND MODIFICATION TO BUILDING ALARM SYSTEM OWNER. REQUIRED, 56. INSTALL TEMPORARY FILTERS ON HVAC VAV BOXES AFFECTED BY WORK OF PROJECT PRIOR PROVIDED BY TENANT. VERIFY WITH TENANT LOCATION OF NEW OUTLETS PRIOR TO 11. OWNER SHALL NOT BE RESPONSIBLE FOR TOOLS OR MATERIAL GOODS STOLEN OR 35. DISPOSE OF ALL PAINT MATERIALS OFF SITE. DO NOT POUR DOWN DRAINS, CATCH BASINS, TO CONSTRUCTION. REMOVE FILTERS AT COMPLETION OF THE PROJECT. INSTALLATION. DAMAGED ON SITE. OR IN LANDSCAPING. 57. COORDINATE ZONE CONTROL OF EXISTING HVAC SYSTEM AT IMPROVEMENT AREA. 83. REMOVE ALL UNUSED OR ABANDONED ELECTRICAL WIRING,EQUIPMENT,AND PHONE AND 12. CONTACT OWNER'S REPRESENTATIVE TO COORDINATE SCHEDULED ITEMS TO BE SALVAGED 36. PROVIDE A FULL GALLON OF EACH WALL COLOR WITH LABELS IN TENANT CLOSET OR UNDER SEPARATE AND REROUTE EXISTING DUCTWORK AND CONTROLS REQUIRED TO PROVIDE DATA CABLING. CONFIRM WITH OWNER PRIOR TO REMOVAL.ALL WIRING AND CABLING TO FOR RETURN. SINK, LABEL ALL LEFT OVER PAINT,AND DELIVER TO OWNER WHERE DIRECTED. INDEPENDENT OPERATION BY TENANTS ON EACH SIDE OF A DEMISING WALL. REMAIN SHALL BE SUSPENDED FROM STRUCTURE AS REQUIRED BY CURRENT CODE. 13. UPON COMPLETION OF WORK,BE RESPONSIBLE FOR RETURN TO OWNER OF ALL MASTER 37. TAPE AND SAND EXPOSED GYPSUM BOARD FOR A FLAT,SMOOTH SURFACE FINISH TO MATCH 58. CLEAN ALL NEW AND EXISTING HVAC GRILLS AND DIFFUSERS SCHEDULED TO REMAIN. ALL KEY ORIGINALS OR CARD ACCESS DEVICES. EXISTING ADJACENT SURFACES IN BUILDING, UNLESS OTHERWISE INDICATED. DUCTWORK BEHIND GRILLS SHALL BEA UNIFORM DARK COLOR. SCHEDULING OF FIRE SPRINKLER AND ALARM SYSTEMS 14. WARRANTYALL PARTS, LABOR, EQUIPMENT,AND MATERIAL PROVIDED UNDER THIS 38. PROVIDE FINISH MATERIALS MATCHING ESTABLISHED BUILDING STANDARD QUALITY, UNLESS 59. DESIGN-BUILD CONTRACTOR AT COMPLETION SHALL PREPARE AND SUBMITAN AIR CONTRACT OF A PERIOD OF ONE YEAR, UPON FINAL COMPLETION OF CONTRACT. OTHERWISE INDICATED. PROVIDE COLORS APPROVED BY OWNER AND ARCHITECT. BALANCING REPORT TO THE OWNER. 84. CONTACT OWNER'S REPRESENTATIVE FOR INSTRUCTIONS WHEN SCHEDULING WORK ON 15. SUBMIT SUBSTITUTION REQUESTS ON CSI FORM TO ARCHITECT FOR APPROVAL. 39. CONTRACTOR TO FILL AND PATCH EXISTING CONCRETE SLABS AND SHALL PROVIDE SMOOTH 60, HVAC CONTRACTOR TO PROVIDE 100%FRESH AIR SUPPLIED TO ENTIRE TENANT SPACE FIRE SPRINKLER&ALARM SYSTEMS. ARCHITECTS DECISION IS FINAL WHETHER A PROPOSED PRODUCT IS ACCEPTABLE FOR UNIFORM SURFACE PRIOR TO NEW FLOOR COVERINGS TO BE INSTALLED. THREE CALENDAR DAYS PRIOR TO THE FIRST DA YAFTER SUBSTANTIAL COMPLETION. SUBSTITUTION. PROVIDE 100%FRESH AIR WITHOUT MAKING OTHER TENANTS UNCOMFORTABLE ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS 16. APPLICATION OF MATERIALS TO SURFACES EXISTING OR PROVIDED UNDER THIS CONTRACT SPECIALTIES IMPLIES ACCEPTANCE AND SUITABILITY OF EXISTING CONDITIONS. ELECTRICAL-DESIGN BUILD 85. ALL DIMENSIONS INDICATED ON THIS SHEET ARE CLEAR MINIMUM TO FACE OF FINISH. 17. ALL WORK INDICATED ON DRAWINGS SHOULD BE CONSIDERED NEW UNLESS IDENTIFIED AS 40. FIRE EXTINGUISHER REQUIREMENTS. SURVEY EXISTING CONDITIONS OF ENTIRE FLOOR DIMENSIONS TO TOILET ROOM ACCESSORIES ARE TO THE CENTER LINE AS NOTED OR TO THE EXISTING TO REMAIN OR TO BE REUSED. THAT PROJECT OCCURS,AND PROVIDE NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER 61, ELECTRICAL SYSTEM AND REQUIREMENTS ARE DESIGN-BUILD. SUBMIT ELECTRICAL DESIGN HIGHEST PORTION OF THE OPENING OR OPERATING DEVICE. 18. ALL MATERIALS AND PRODUCTS USED ON THE JOB SITE SHALL BE"ENVIRONMENTALLY SAFE", WITH RATING OF NOT LESS THAN 2A 10B/C FOR EACH 1,500 S.F. OF FLOOR AREA OR FRACTION TO ARCHITECT FOR COORDINATION WITH ARCHITECTS DRAWINGS PRIOR TO LOW ODOR,AND NONFLAMMABLE. USE OF ANYPRODUCT NOT COMPLYING WITH THIS THEREOF. TRAVEL DISTANCE TO AN EXTINGUISHER FROM ANYPORTION OF THE BUILDING CONSTRUCTION. 86. ALL ITEMS INDICATED BELOW MAY NOT OCCUR ON THIS PROJECT. SEE PROJECT PLANS AND CRITERIA MUST BE APPROVED BY THE BUILDING OWNER. SHALL NOT EXCEED 75 FEET. PROVIDE FIRE EXTINGUISHER IN ACCORDANCE WITH CURRENT 62, IF AN OVERRIDE SYSTEM EXISTS, PROVIDE EACH TENANT SPACE WITH AN OVERRIDE SWITCH ELEVATIONS FOR ITEMS THAT OCCUR. SEE ARCHITECTURAL PLANS FOR ACCESSIBILITY 19. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE OR CLEANING THROUGHOUT CODES. PROVIDE NEW FIRE EXTINGUISHER AT ALL EXISTING CABINETS WHERE MISSING. ALL FOR FULL-SERVICE BUILDINGS. AND/OR ADAPTABILITY CONFORMANCE IN THE HORIZONTAL PLAN LAYOUT. STRUCTURE DEEMED TO BEA RESULT OF HIS/HER WORK THOROUGHLY CLEAN PREMISES REUSED EXISTING FIRE EXTINGUISHERS ARE TO BE INSPECTED ANDIOR RECHARGED,AS 63, PAYALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES UPON COMPLETION OF WORK, INCLUDING WASHING OF WINDOWS, SO THAT BUILDING IS NECESSARY,JUST PRIOR TO SUBSTANTIAL COMPLETION. NECESSARY TO COMPLETE WORK. 87. CONFORMANCE To FIXTURE MOUNTING HEIGHT REQUIREMENTS ARE APPLICABLE IN ANY READY FOR OCCUPANCY BY TENANT. INCLUDE CLEANING OF ADJACENTAREAS WITHIN AND 64. COORDINATE ITEMS REQUIRED FOR DEMOLITION NOT INDICATED ON DRAWINGS. SPACE SERVING MORE THAN ONE EMPLOYEE, MULTIPLE EMPLOYEE COMMON SPACES,AND AROUND THE BUILDING THAT ARE NOT PART OF TENANT IMPROVEMENTS,BUT WERE FURNISHINGS 65. COORDINATE ELECTRICAL REQUIREMENTS FOR MECHANICAL SYSTEMS. SPACES ACCESSIBLE TO THE PUBLIC,AS THEY OCCUR PER PROJECT AFFECTED BY TENANT IMPROVEMENT CONSTRUCTION OPERATIONS. 66. DESIGN-BUILD CONTRACTOR SHALL PREPARE WRITTEN SCOPE OF ELECTRICAL WORK TO 20. CONTRACTOR TO PROVIDE MECHANICAL AND ELECTRICAL AS-BUILT DRAWINGS,ALL 41. INSTALL BUILDING STANDARD WINDOWCOVERINGS AT ALL PERIMETER WINDOWS IN BE PERFORMED TO THE OWNER WITH BID. 88. VERIFYACCESSORY SIZE WITH MANUFACTURER TO ENSURE CONFORMANCE WITH REQUIRED WARRANTIES AND OPERATING MANUALS TO BUILDING OWNER WITHIN TWO WEEKS OF IMPROVEMENT AREA UNLESS OTHERWISE NOTED 67. ELECTRICAL LIGHTING ON DRAWINGS IS PROVIDED FOR REFERENCE ONLYAND IS INTENDED MOUNTING HEIGHTS. COMPLETION OF WORK. CONTRACTOR ALSO IS TO PROVIDE FINAL CERTIFICATE OF 42. FURNITURE INDICATED ON PLANS IS FOR REFERENCE ONLYAND SHALL BE CONSIDERED NOT TO SHOW FIXTURE TYPES AND LOCATIONS. ELECTRICAL DESIGN IS BYDESIGN-BUILD OCCUPANCY. NO RETAINAGE SHALL BE RELEASED UNTIL OWNER HAS RECEIVED THESE IN CONTRACT. CONTRACTOR IN ACCORDANCE WITH EXISTING BUILDING STANDARDS. COMPLY WITH 89. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS AS REQUIRED FOR MOUNTING ITEMS. ENERGY CODE REQUIREMENTS AS REQUIRED BY CURRENT ENERGY CODES AND PROVIDE FIXTURES BLOCKING IS REQUIRED FROM STUD SPACE TO BACK OF SURFACE OF ALL 21. WHENEVER REMODEL WORK REQUIRES THE TENANTS FURNITURE TO BE MOVED, MONIES ENERGY CALCULATIONS REQUIRED FOR WORK OF THIS PROJECT. FIXTURES INCLUDING BUT NOT LIMITED TO TUBISHOWER ENCLOSURES. ARE TO BE INCLUDED FOR AN OFFICE FURNITURE MOVING COMPANY TO COMPLETE THIS MECHANICAL-DESIGN BUILD 68. SWITCHING FOR LIGHTING IS INDICATED IN THE DRAWING FOR REFERENCE ONLY AND IS WORK PACKING AND UNPACKING ARTWORK,PERSONAL BELONGINGS,LOOSE ITEMS ON INTENDED TO ONLY SHOW SWITCH LOCATIONS. REQUIREMENTS FOR DUAL SWITCHING, 90. FLOOR DRAINS. ACCESSIBLE FIXTURES REQUIREA CLEAR FLOOR SPACE CONTIGUOUS OR DESK AND SHELVES,AS WELL AS ITEMS WITHIN DESKS AND FURNITURE, WILL BE COMPLETED 43. MECHANICAL SYSTEM AND REQUIREMENTS ARE DESIGN-BUILD. SUBMIT PLANS AND AUTOMATIC AREA SHUT OFF CONTROLS AND ALL OTHER CODE REQUIREMENTS SHALL BE THE OVERLAPPING THE ACCESSIBLE ROUTE. FLOOR DRAINS SHOULD NOT BE PLACED IN THIS BY THE TENANT. SPECIFICATIONS TO ARCHITECT FOR COORDINATION WITH ARCHITECTS DRAWINGS,IN RESPONSIBILITY OF THE DESIGN-BUILD CONTRACTOR. PROVIDEA MINIMUM OF ONE SWITCH CLEAR FLOOR SPACE. EXCEPTION: DRAINS MAY RESIDE IN CLEAR FLOOR SPACE PROVIDED PROJECT NUMBER: 215121 22. ALL DEMOLITION WORK TO CONFORM TO CURRENT OSHA STANDARDS. PROVIDE ADEQUATE ADDITION, CONTRACTOR SHALL PROVIDE WITH SUBMITTAL(2)COPIES OF A COLORED FLOOR PER ROOM, UNLESS OTHERWISE INDICATED. DRAIN HOLES DO NOT EXCEED 112"DIA.MAX.;FLOOR SLOPE DOES NOT EXCEED 2%IN ANY BRACING ON EXISTING CEILING FRAMING SYSTEM PRIOR TO DEMOLITION. PLAN DESIGNATING WHICH AREAS ARE CONTROLLED BY EACH THERMOSTAT. MECHANICAL 69. PROVIDE ILLUMINATED EXIT SIGNS AT REQUIRED EXIT DOORWAYS AND WHERE NECESSARY DIRECTION,AND THE ELEVATION CHANGE AT THE DRAIN LIP DOES NOT EXCEED 1/8", DESIGN MUST BE APPROVED BY OWNER AND MECHANICAL ENGINEER IF EMPLOYED BY TO INDICATE THE DIRECTION OF EGRESS WHEN THE EXIT SERVES AN OCCUPANT LOAD OF DOOR AND HARDWARE ARCHITECT PRIOR TO CONSTRUCTION. FIFTY OR MORE. END OF GENERAL NOTES Dr. Queen For 44. PAYALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES 70. PROVIDE ILLUMINATION AT EXITS WITH LIGHT HAVING THE INTENSITY OF NOT LESS THAN I 23. DOORS SHALL OPEN FROM THE INSIDE WITHOUT THE USE OFA KEY OR ANY SPECIAL. NECESSARY TO COMPLETE WORK FOOT-CANDLE AT THE FLOOR LEVEL. PROVIDE EMERGENCY SYSTEM LIGHTING WHERE THE Health KNOWLEDGE OR EFFORT. 45. COORDINATE ITEMS REQUIRED FOR DEMOLITION NOT INDICATED ON DRAWINGS. EXISTING SYSTEM SERVES AN OCCUPANT LOAD OFA 100 OR MORE AS REQUIRED BY CODE. One Embassy Centre 9020 SW Washington TOWEL DISPENSER AND COAT&UTILITY HAND DRYER Square Road, Suite 500 WASTE RECEPTACLE HOOK 501 4-8" 32"AT Tigard, OR 97223 . OTHER FIXTURES OTHER FIXTURES w MIRROR - SANITARY NAPKIN SOAP ACCESSIBLE _j DISPENSER DISPENSER NOT ALLOWED IN TOILET SEAT COVER NOT ALLOWED IN 31/2"MAX THIS AREA DISPENSER THIS AREA cn 15"MIN FOR FOR PARALLEL APPROACH LU 12" (CENTER OF STALL) FORWARD 5"MAX 39'-41- L) MAX 36' t -4 - APPROACH ' FOR FORWARD APPROACH ul < 17 TO 25" MAX cj w 36" 6" Ln 4 z SPOUT OUTLET cf) w z LAVATORY&LAV 0 0 to 430 (f) M Uw. IN COUNTER 0 0 a. 0 0- a. 1 0 URINAL r < cl) 0 0 > w CL SCREEN z- I— r (-) 1? -- RIM C-i 0 c z z "4t 04 4t 2 V 2 8"MIN KNEE ;0 to �� a �Z' b �* to Nit z 0 to cl) =5 _3 it. + z 04 U_ =3 CLEARANCE cl) tot ;0 co Ct Uj co 04 URINAL cl) cr) 0: 01 -1 N C,4 M V_ 6'11AX TOE CLR r 16-18 9" INSULATE HOT SANITARY NAPKIN 7"TO TOILET SEAT SANITARY NAPKIN WATER AS REQ'D DISPOSAL COVER DISPENSER DISPOSAL DRINKING FOUNTAIN KEEP CLEAR GRAS BAR TOILET PAPER GRAB BAR TOILET PAPER TOILET ROOM MOUNTINGS ACCESSIBLE LAVATORY ACCESSIBLE TOILET DISPENSER DISPENSER TOILET URINAL ACCESSIBLE SIGNAGE-INSTALL ON WALL ADJACENT TO THE LATCH 4"MAXIMUM SIDE OF DOOR OR NEAREST ADJACENT WALL. MOUNT SIGN SUCH THAT PERSONS APPROACHING WITHIN 3*OF SUCH SIGNAGE WILL SHEET TITLE: NOT ENCOUNTER PROTRUDING OBJECTS OR BE STANDING WITHIN THE SWING OF THE DOOR. General Notes & 9 FIRE ALARM SIGNALISTROBEANNUNCIATOR PANEL FIRE ALARM SIGNAL/STROBE VISIBLE SYMBOLS,EACH GYP.BD.CONTROL TEMPERATURE SENSOR MIN.21/2"HIGH JOINT AT OPENING FIRE EXTINGUISHER SIGN LIGHT SWITCH FOR(3)GANG OR G Standard Mounting CORNER MOUNTED PHONE RECESSED FIRE WALL MOUNTED FIRE EMERGENCY (4)GANG BOX,ALIGN LEFT EDGE CALL BUTTON EXIT SIGN GUARD M A- MANUAL PULL EXTINGUISHER CABINET EXTINGUISHER POWER OFF WITH BOXES ABOVE -A Heights ELECTRICAL OUTLET STATION --------- PUSH BUTTON TACTILE SIGNAGE TYPICAL DOOR CRASH Z 10 INTERCOM OPENING RAIL F 1, 9 ELECTRICAL OUTLET TELEPHONE STATION THERMOSTAT 9 AT CASEWORK OUTLET BASE OF ---HOUSE PHONE w 04 a CHARACTER A z z 2 __ M M os Q 100- co DRAWN BY: AEB r JT - j 0 TL Is p DATE ISSUED: 04.07.15 to ;0 ;0 00 00 00 act Uj co Nr LIMITS OF PROTRUDING OBJECTS w CARD\ co z ;0 0 D ;0 READER EXCEPTIONS: T. HANDRAILS MAY PROTRUDE 4 V2wi r yr 6" 2. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78"MIN MISCELLANEOUS WALL MOUNTINGS TYPICAL AT DOOR AT ROOM INTERIOR TYPICAL AT ELEVATOR TYPICAL AT DOOR AT CORRIDOR ABOVE FLOOR 1. STANDARD MOUNTING HEIGHTS 0 CL SCALE.• 114*= 1111 SHEET: A100 E LRS Architects.hn 02015 cs PERMIT SET f)A.07.15 SUSPENDED CEILING PRESCRIPTIVE PROVISIONS FOR SEISMIC DESIGN CATEGORIES D. E & F Documentation is based on NWCB Technical Document 401. In all buildings,other than structures classified as Spreader Bars Mechanical Services essential facilities,suspended ceilings installed in accordance with the prescriptive provisions of the 401 document are See Detail 4/A101 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" Terminals or services weighing 20 lbs but not more than 56 lbs shall have, in addition to requirement above,two in ceilings. Incorporation of this document will provide a more uniform standard for installation and inspection.This of each wall. A R C H I T E C T S 9 P p 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 Building Code IBC with regard to the requirements Spreader bars are not required at perimeters where runners are attached directly to closure angles. g P 9 (IBC) 9 eq 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 Spreader bars are not required if a 90°intersecting cross or main is within 8"of the perimeter wall. 720 NW Davis 503.221.1121 IM g g p g pported by engineering,the Where substantiating documentation has been provided to the local jurisdiction,perimeter clips may be used approved hangers. suspension system shall be installed per these requirements and those of the referenced documents.Manufacturer's 9 P 1 P Y recommendations should be followed where applicable. to satisfy the requirements for spreader bars. SpSuite 300 503 221.2077 D n_. _�.nk�ers General Recommendations Hanger(Suspension)WiresVERTICAL STRUT.SEE Portland OR 97209 www.Irsarchitects.com • References sources per hierarchy:2012 International Building Code(IBC),American Society of Civil Engineers See Detail 5/A101 For ceilings without rigid bracing, sprinkler head penetrations shall have a 2"oversized ring,sleeve or adapter TABLE 1. (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. through the ceiling tilt to allow free movement of at least 1 mall horizontal directions.Flexible head design Ceilings and Interior Systems Construction Association CISCA. g P P p g P that can accommodate 1 free movement shall be permitted as an alternate. 9 Y ( ) (Defail5/A101) • Partitions that are tied to the ceiling and all partitions greater than 6 ft in height shall be laterally braced to the 0 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. 0 Any connection device at the supporting construction shall be capable of carrying not less than 100 lbs. Clossary for this Documents (regional terminology may vary) • For further information on bracing of non-load bearing partitions refer to NWCB Technical Document#200-501. 0 Powder Actuated Fasteners(PAFs)are an approved method of attachement for hanger wires. • All main beams ar to be Heavy Duty(HD). a Terminal ends of each main beam and cross tee must be supported within 8"of each wall with a perimeter wire CROSS TEES • Ceilings less than or equal to 144 sq ft and surrounded by walls connected to the structure above are exempt (see Details 2, 3, 4 and 5/A101). The cross member that interlock with the main beams,also known as cross runners or cross T-bars. from the seismic design requirements. Wires shall not attach to or bend around interfering material or equipment.A trapeze or equivalent device shall DIFFUSER These recommendations are intended for suspended ceilings and related components in areas that require ° P 9 P q be used where obstructions preclude direct suspension.Trapezi suspensions shall be sized to resist the diad A circular or rectangular metal grill used for the passage of air from a ducted system. 45 O 2;3,645 . NIX( resistance to the effects of earthquake motions. load and lateral forces appropriate for the seismic category. ESSENTIAL SERVICE BUILDINGS LESS 450 OR • All wire ties to be three tight turns around itself within.3". 12-gage Hanger wire spaced 4 ft on center. Any building designed to be used by public agencies as a fire station,police station,emergency operations LESS (See Detail 1/A101). Electrical Fixtures center,State Patrol ofFice,sheriff's office,or emergency communication dispatch center. ND ORChanges in ceiling planes will require positive bracing. See Detail 8/A101 GRID (4)12 GAGE SPLAYEDLateral 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. BRACE WIRES , , !Q'> See Detail 1/A101 structure above.This wire may be slack. HANGER WIRE g �Y - • Ceilings constructed of screw-or-nail-attached gypsum board on one level that are surrounded by and Light fixtures weighing more than 10 lbs and less than 56 lbs shall have two 12-gage wires attached at 10 or 12-gage soft annealed wire used as primary support for the grid system. Also called suspension wires. - connected to walls or soffits that are laterally braced to the structure above are exempt from seismic opposing comers of the light fixture to the structure above.These wires may be slack. LATERAL FORCE BRACING 45 OR 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 S LESS • Ceiling areas of 1000 sq ft or less shall be exempt from lateral force bracing requirements, hangers. force bracing consists of vertical struts and splay wires. • Lateral force bracing is the use of vertical struts(compression posts)and splay wires. Pendant mounted fixtures shall be directly supported from the structure above using a 9-gage wire or an MAIN BEAM (See Detail 1/A101). approved alternate support without using the ceiling suspensions system for direct support. The primary suspension member supported by hanger wires,also known as the main runner,carrying tee, • Lateral Force Bracingshall be 12 ft on center maximum and begin no farther than 6 ft from walls. Tandem fixtures may utilize common wires. carrying runner or mains. " CONSULTANT: (maximum) 9 Y 3 MAX.7YP. • Seismic splay wires are to be(4)12-gage wires attached to the main beam.Wires are arrayed 90`from MOLDING/CLOSURE ANGLE each other and at an angle not exceeding 45'from the plane of the ceiling. Seismic Separation Joints A tight gauge metal angle or channel fastened to teh perimeter wall or partition to support the perimeter ends Seismic splay wires shall be attached to the grid and to the structure in such a manner that they See Detail 9/A101 of an acoustical ceiling grid. as / • y cPERIMETER CLIPS 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 in whichever is greater(Detail 7B/A101). ceilingshall be provided unless analyses are performed of the ceilings bracing system,closure angles and Power Actuated Fasteners PAF's ,when used for seismic application as art of the prescriptive path in P Y P g 9 y g the event of seismic activity and interlocks properly with ends of grid system. ` ( ) PP P P P P penetrations to provide sufficient clearance. PERIMETER WIRES 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. GRO B brequire"speical inspection"irrespective of the type of occupancy category the structure is in.PAF plans.If a seismic separation joint is required b the designer,the designer may use the eneric joint detailed �M anchors for kicker wires(splayed wires installed for purposes other than seismic restraint are exempt from P P 1 q Y g 9 Y g 1 PLENUM PrP ) P in this document or a proprietary joint.The amount of fret 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 shalt 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 9B/A101). SPLAY WIRES 7 LATERAL FORCE BRACING • The vertical strut may be EMT conduit,metal studs or a proprietary compression post,see Table 1 below: Wall Moldings Wires installed at an angle rather than perpendicular to the grid. TABLE 1:Maximum Recommended Lengths for Vertical Struts See Details 4/A101 and 2/A101 (or alternate proprietary option-3/A101) VERTICAL STRUTS SCALE: NOT TO SCALE EMT Conduit Metal Studs The rigid vertical member used in lateral force bracing of the suspension system. Also known as compression 1/2" EMT conduit up to 5'-10" Single 15/8"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 15/8"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 21/2"metal stud(20-gage) up to 13'-6" free to slide. Back-to-back 21/2"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 shalt be attached at two adjacent walls(pop rivets or approved method).Soffits extending to a point at 6;-0"MAX #12 WIRE @ 4'-0"OC #12 WIRE @ 4'-0"OC CONDUITS ETC,SECURE ALL WALL MOLDING least level with the bottom plane of the grid and independently supported and laterally braced to the structure HANGERS TO BUILDING above are deemed to be equivalent to walls. OR#10 WIRE @ 5'-0"OC OR#10 WIRE @ 5'-0"OC STRUCTURE.TRAPEZE AROUND DUCTS AND OTHER VERT STRUT LARGE DESTRUCTIONS. SECURE ALL RECESSED 8"MAX 8"MAX BUILDING STRUCTURE SURFACE MOUNTED FIXTURES TO = GRID&STRUC AS REQD.LAY IN FIXTURE WIRES MAY BE SLACK. 8"MAX 90.00° WALL °. WALL 2"WALL MOLDING4`k ~�G� 0 { ¢ 1p� $ O 314"MIN @ PROJECT NUMBER: 215121 8"MAX � -UNATTACHED ` r WALLS ' ` 4 SECURE ALL HANGERS TO LATERAL BRACING @ 17-0"OC EA BUILDING STRUCTURE. Dr. Queen �`Q�► ° WAY,MAIN RUNNER TO STRUCTURE. TRAPEZE AROUND DUCTS AND SCREW BEGIN BRACING WITHIN 6'-0"OF PERIMETER AND 2"FROM CROSS .J OTHER LARGE OBSTRUCTIONS Health ATTACH ONE SIDE OF GRID �. ° ° MEMBER WHERE REQD COUNTERSLOPE HANGERS j i eal tl I{SEE UNATTACHED DETAIL) d'° ° ° ADDITIONAL HANGERS AT ALL iF MORE THAN 1:6 OUT OF MEMBERS WITHIN 8"OF PERIMETER WITH PLUMB SPREADER BAR SUPPORT WIRE @ 1:6 SLOPE One Embassy Centre PROPRIETARY CLIP. ° OR OTHER SUITABLE SPREADER BAR REQD AT UNATTACHED SIDE 9020 SW Washington INSTALL PER MFR(MUST ° SYSTEM REQUIRED TO BE APPROVED BY AHI). ° ° r'si e KEEP PERIMETER 2"CLOSURE ANGLE Square Road,, Suite 500 _ COMPONENTS FROM - �� Ti .o SPREADING APART Tigard, OR 97223 ` .la N TES: -RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. -CEILING AREAS OF 1000 SQ FT OR LESS SHALL BE EXEMPT FROM LATERAL FORCE BRACING REQUIREMENTS. 2. A TTA CHED WALL MOLDING 3. A TTA CHED WALL MOLDING AL TERNA TE 4. UNA TTA CHED WALL MOLDING 5. LATERAL FORCE BRACING - ASSEMBLY SECTION SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE 5/8"MAX HANGER WIRES SEISMIC SEPARATION JOiNT PER MFR I -- TYPICAL CONNECTION LAY IN FIXTURE WIRES DEVICE CAPABLE OF MAY BE SLACK io CARRYING 100 LBS OR MORE o 0 0 0 0 0 0 --- 2 ao ao oa o a o0 — — — — — — - BUILDING STRUCTURE FLANGE ATTACHED POP RiVET 3/4"MIN 4 �� CEILING CLIP SUSPENDED SHEET TITLE: _ 3 3 4�AlCEILING GRID A. FOR CEILING AREAS EXCEEDING 2500 SQ FT A101 -__ 3 TURN Suspended Ceiling Q VERTICAL HANGER WIRE \ \ & Light Installation A. VERTICAL HANGER WIRE ATTACHMENT co U d \\ f Guide & Details Q a 5/8"MAX A \ Q Z a PROVIDE SUPPORT FROM N STRUCTURE \ SOFFIT LATERALLY BRACE ch \ i TO STRUC ABOVE CD DRAWN BY: AES $ A101 8 ° -- BUILDING STRUCTURE Z T; EXTEND SOFFIT TO AT DATE ISSUED: 04.07.15 < A101 FIXTURE LEAST BOTTOM PLANE OF �``�___ — STEEL STRAP 1"WIDE x 2" ZD Y' CEILING GRID LONG x 12 GAGE MINIMUM REQUIRED SUPPORT: n 5 <10 LBS,(1)12GA WIRE .; ci UNATTACHED 10-56 LBS,(2)12GA WIRES o o 0 0 0 0 4 A101 `-- -� 3 TURNS >56 LBS,SUPPORT DIRECTLY FROM STRUCTURE a `� ,� : !..�,C.L..r `'-• A101 '" SPLAYED SEISMIC WIRE PENDANT MOUNTED FIXTURES: apACING SHALL BE DIRECTLY SUPPORTED BY STRUCTURE B. SPLAYED SEISMIC BRACING WIRE ATTACHMENT W/9GA WIRE OR APPROVED ALTERNATE. B. TO CREATE CEILING AREA OF LESS THAN 2500 SQ FT a 6. LATERAL FORCE SUSPENDED TYP CEILING PLAN 7. WIRE A TTA CHMENT DETAILS 8. FIXTURE SUPPORT 9. SEISMIC SEPARATION JOiNT SECTION - •c SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SHEET: A101 E LRS Archftects,inc.0 2015 m v T m - C PERMIT SET 04.07. 15 LEGEND DEMOLISH EXISTING WALL DEMOLISH EXISTING ELEMENT AS NOTED A R C H I T E C T S EXISTING PARTITION 720 NW Davis 503.221.1121 T? CITY OF TIGARD Suite 300 503 221.2077 D Approved by Planning RELITE PARTITION Portland OR 97209 www.lrsarchitects.com Date: 8 NEW NEW DOOR FRAME&RELITE Initials: OFFICE cJ} OFFICE E77 102 E102 CPT-1 P-1 $ 103 3645 E 01 E104 A x PATRi A . NIXON LVP-1 CPT-1 BELOW ITEMS SHOWN FOR REFERENCE ONLY OFFICE ♦ L lot OFFICE H Vq $ SWITCH ND, OR 104 io. TELE/DATA OUTLET DUPLEX OUTLET OF ZL Q, QUAD OUTLET Zk F !X FLOOR OUTLET CWH (D2 (9 SPECIAL OUTLET RECEPTION BREAK (SEE KEYNOTES) CONSULTANT: too ROOM 105 �4 JUNCTION BOX N z CPT-1 4 M THERMOSTAT 4 -77 1 + V Z*H OFFICE $ E102 (T) 0) E104 CPT 1C 7-F I JE 01 OFFICE 19 A V1 01 i4s;ERVIER E105 --N---.- Z 0 X E EXISTING U127 _j rr rr ■ LVP-1 IR LNI N NEW w FE FIRE EXTINGUISHER L 3 (E 2 2X4 ACOUSTICAL SUSPENDED CEILING N N N HVAC SUPPLY 1. DEMOLITION PLAN 2. FLOOR PLAN KT� 3. REFLECTED CEILING PLAN z HVAC;RETURN EXISTING BUILDING STANDARD LIGHT FIXTURE SCALE.* 118"= V-0" SCALE.- 118"= 1'-0" SCALE., 1/8"= f-Off 0 RECESSED LIGHT FIXTURE EXIT SIGNS(WI INTEGRAL ARROW WHERE OCCURS) DEMO PLAN GENERAL NOTES FLOOR I PLAN GENERAL NOTES RCP GENERAL NOTES SPRINKLER I REMOVE EXISTING FLOORING&BASE UNLESS OTHERWISE NOTED. 1. PROVIDE NEW CARPET AND LUXURY VINYL PLANK FLOORING&COVE RUBBER BASE 1. REFER TO SHEET Al 00 FOR A COMPLETE LIST OF GENERAL NOTES. THROUGHOUT. REPAINT ENTIRE SUITE UNLESS OTHERWISE NOTED. REFER TO FINISH CEILING HEIGHT AFF 2. PROTECT ALL ADJACENT AREAS DURING DEMOLITION&FROM DUST AND TRASH INTRUSION. LEGEND. 2. ALL ELECTRICAL WORK IS DESIGN BUILD-EXISTING&NEW LIGHT FIXTURES SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO 3. REMOVE&SALVAGE DOORS,FRAMES,&RELITES FOR REUSE. 2. PROTECT ALL ADJACENT AREAS DURING DEMOLITION&FROM DUST AND TRASH INTRUSION. ARCHITECT. SUBMIT ELECTRICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO PATCH AREAS ADJOINING AND/OR ADJACENT TO DEMOLITION WORK TO MATCH EXISTING CONSTRUCTION. CLEAN&RESTORE ALL LIGHTS TO WORKING ORDER PRIOR TO JOB FINISH LEGEND 4. REMOVE BLINDS&WINDOW COVERINGS FOR REUSE.CLEAN AND REINSTALL PRIOR TO JOB AND/OR NEW CONSTRUCTION. COMPLETION. COMPLETION.REPAIR AND/OR REPLACE ANY MISSING AND/OR DAMAGED WINDOW CARPET COVERINGS TO MATCH EXISTING AS NEEDED THROUGHOUT ENTIRE AREA OF WORK. 3. REMOVE&SALVAGE DOORS,FRAMES,HARDWARE&RELITES FOR REUSE. TOUCH UP 3. ALL MECHANICAL WORK IS DESIGN BUILD-EXISTING&NEW DIFFUSERS SHOWN FOR CPT-1 BIGELOW,NEW BASICS 11,7928 MAJOLICA TIN,BROADLOOM EXISTING FRAMES&DOORS WHERE NEEDED TO APPEAR AS NEW. REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO 5. CEILING CONFIGURATION TO REMAIN UNLESS OTHERWISE NOTED. ARCHITECT. SUBMIT MECHANICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO LUXURY VINYL PLANK 4. REMOVE BLINDS&WINDOW COVERINGS FOR REUSE,CLEAN AND REINSTALL PRIOR TO JOB CONSTRUCTION. CLEAN ALL DIFFUSERS PRIOR TO JOB COMPLETION. LVP-1 MANNINGTON,SPACA COLOR:RUSTIC BARN WOOD SS5W2513 PROJECT NUMBER: 215121 6. REPAIR AND PREPARE WALLS FOR PAINT AS REQUIRED. COMPLETION.REPAIR AND/OR REPLACE ANY MISSING AND/OR DAMAGED WINDOW COVERINGS TO MATCH EXISTING AS NEEDED THROUGHOUT ENTIRE AREA OF WORK. 4. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING,STROBES,SMOKE DETECTION RUBBER BASE 5. DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. &SPRINKLERS TO ARCHITECT FOR REVIEW AND COORDINATION PRIOR TO CONSTRUCTION. RBA TO BE SELECTED Dr. Queen For 5. REPLACE ALL DAMAGED CEILING TILES&GRID TO MATCH EXISTING BUILDING STANDARD. PAINT Health 6. PROVIDE J-BOX AND PULL STRING FOR TENANT-SUPPLIED VOICE&DATA. P-1 BENJAMIN MOORE,TWILIGHT GOLD 1069(LOCATION:TBD) 6. WHERE NEW LIGHTS ARE ADDED-MATCH EXISTING BUILDING STANDARD TYPE AND FINISH, P-2 BENJAMIN MOORE,PEARLY GATES 190(LOCATION:TBD) 7. CEILING CONFIGURATION TO REMAIN UNLESS OTHERWISE NOTED. REPLACE ALL DAMAGED P-3 BENJAMIN MOORE,RACCOON FUR 2126-20(LOCATION:TBD) CEILING TILES&GRID TO MATCH EXISTING BUILDING STANDARD. 8. PROVIDE EMERGENCY LIGHTING,STROBES,SMOKE DETECTION&SPRINKLERS AS REQUIRED PLASTIC LAMINATE One Embassy Centre BY CODE. PLA WILSONART,DESIGNER WHITE D354 9020 SW Washington Square Road, Suite 500 Tigard, OR 97223 DEMO PLAN KEYNOTES FLOOR PLAN KEYNOTES RCP KEYNOTES REMOVE WALLS AND DOORS AS INDICATED. PROVIDE NEW CARPET,LUXURY VINYL PLANK,COVE RUBBER BASE,AND PAINT PROVIDE AND INSTALL THREE(3)SINGLE ELECTRICAL JUNCTION BOXES FOR THREE(3) THROUGHOUT. TENANT PROVIDED LIGHT FIXTURES. EXACT LOCATIONS TO BE DETERMINED. REMOVE EXISTING CARPET AND BASE THROUGHOUT. INSTALL BUILDING STANDARD GLASS DOOR AND RELITE. REMOVE ENTRY DOORS, RELOCATE TWO(2)LIGHT FIXTURES IN RECEPTION OPEN AREA. EXACT LOCATION TO BE INSTALL TENANT PROVIDED FIRE EXTINGUISHER AS REQUIRED. EXACT LOCATION TO BE DETERMINED. REMOVE PHONE AND DATA OUTLETS FOR RELOCATION. DETERMINED. PROVIDE AND INSTALL BUILDING STANDARD WALL SIGNAGE AT FRONT DOOR. PROVIDE AND INSTALL PRE-FABRICATED COMPOSITE MDF BASE AND WALL CABINETS SIMILAR TO HARBOR BAY WHITE SATIN CONFIGURATION AT A NOT TO EXCEED COST OF $1250. PROVIDE PLUMBING AND 25"X22"SINGLE BOWL SINK WITH HOT/COLD FAUCET(MFR AND STYLE TO BE DETERMINED)-REFER TO ELEVATION. SHEET TITLE: INSTALL TENANT PROVIDED QUARTZ COUNTER TOP(WITH 3-HOLE FAUCET CUTOUT AND ONE DUPLEX OUTLET CUTOUT)AND TENANT PROVIDED CABINETRY HARDWARE, Construction 1-211ans PROVIDE AND INSTALL 2.5 GALLON WATER HEATER.EXACT LOCATION TO BE DETERMINED. o Q) PROVIDE ONE(1)GFCI DUPLEX OUTLET AT COUNTERTOP HEIGHT. EXACT LOCATION TO BE DETERMINED. PROVIDE AND INSTALL ONE(1)120V MEDICAL DUPLEX. EXACT LOCATION TO BE DETERMINED. O PROVIDE AND INSTALL ONE(1)NEMA-20 OUTLET FOR TENANT PROVIDED TREADMILL WITH 20 AMP CIRCUIT. EXACT LOCATION TO BE DETERMINED. C14 10 PROVIDE ONE(1)GFCI DUPLEX OUTLET FOR TENANT PROVIDED REFRIGERATOR. EXACT DRAWN BY: AEB LOCATION TO BE DETERMINED. T-0"MIN. DATE ISSUED: 04.07.15 NOTE: CASEWORK SHOWN FOR ACCESSIBILITY DIMENSIONS ONLY. ACTUAL LAYOUT AND STYLE MAY VARY FROM THAT SHOWN,HOWEVER,ACCESSIBLE o DIMENSIONS SHOWN MUST BE MET IN FINAL CASEWORK INSTALLATION. 4. GENERIC BREAKROOM CASEWORK SCALE: 114"= 1-0" SHEET: A201 LRS Architects,Inc.0 2015 PERMIT SET 04.07. 15