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i: I 1 1. 21 i 8 - 00139 OFFICE COPY LiumnS B RID GEP OR T FAMILY MEDICINE T. 1111 ARCHITECTS 720 NW Davis 503.221.1121 '8 Suite 300 503 221.2077 0 Portland OR 97209 www.Irsarchitects.com FANNO CREEK BLDG. oaDdikev. 16083 SW UPPER BOONES FERRY RD 1 if S U IT E 130 ,....„ M( EIIE C.SIAM TIGARD, OREGON 97224 _ giAtia ".":4 %MAK OFEe PERMIT SET 05. 02. 18 CONSULTANT: PROJECT DIRECTORY PROJECT SUMMARY CODE SUMMARY (SEE EGRESS PLAN BELOW) LEGEND (SEE EGRESS PLAN BELOW) BUILDING MANAGER: I. GENERAL INFORMATION: EGRESS PATH IN ALL PUBLIC AND TENANT SPACES. REQUIRED EXITS PER SECTION 1015 Ez/LCd AREA OF WORK Colliers International Monique Clouser: Monique.Clouser@colliers.com AREA OF WORK: MINIMUM INTENSITY SHALL NOT BE LESS THAN 1 851 SW Sixth Avenue,Suite 1200 PROJECT NAME: BRIDGEPORT FAMILY MEDICINE T.I. TENANT AREA: +/-5,160 R.S.F. FOOTCANDLE AT FLOOR LEVEL ALONG THE ENTIRE OCCUPANCY SPRINKLERED REQUIRED PROPOSED – — — – 44"MIN. EXIT EGRESS PATH Portland,Oregon 97204 PROJECT ADDRESS: 16083 SW UPPER BOONES FERRY TOTAL TENANT OCCUPANT LOAD:91 LENGTH OF THE PATH. CONNECT TO BUILDING B Y 2 3 ROAD ELECTRICAL SYSTEM. B OCCUPANCY GROUP Telephone (503)684-6000 SUITE 130 IV. ADA ACCESSIBILITY UPGRADES: 5. PROVIDE EXIT SIGNAGE. EXIT SIGNAGE SHALL BE RECEIVED TIGARD, OREGON 97224 CONNECTED TO BUILDING POWER SUPPLY WITH X ROOM OCCUPANT LOAD PER SECTION 1004 BUILDING OWNER: MINIMUM DISTANCE ALLOWED BETWEEN EXITS PER 1015.2.1 PROPERTY ID: W248495 1. BUILDING HAS BEEN UPGRADED ACCORDING TO THE Parkland Development,LLC Su Moran:Su@pldus.com ACCESSIBILITY UPGRADES LIST AS OUTLINED IN OSSC BATTERY BACK-UP FOR MIN 1-1/2 HOUR DURATION. (XX) ACCUMULATIVE OCCUPANT LOAD 16083 Upper Boones Ferry Rd.,Suite ll. APPLICABLE CODES: 3411. 6. PROVIDE CODE MINIMUM FIRE ALARM CONNECTIONS OCCUPANCY SPRINKLERED REQUIRED PROPOSED MAY Y 2 2018 AS REQUIRED. B Y 40'-10" 52'-5" UO UNOCCUPIED SPACE CITY OF TIGARD 120 2012 INTERNATIONAL BUILDING CODE(IBC) V. EMERGENCY SYSTEM STANDARDS: 7. SURVEY EXISTING CONDITIONS OF ENTIRE FLOOR Tigard,Oregon 97224 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) THAT PROJECT OCCURS,AND PROVIDE NOT LESS ® 0+ EXIT SIGN vv/INTEGRATED DIRECTIONAL ARROW BUILDING DIVISION Telephone (503)639-0108 2014 OREGON MECHANICAL SPECIALTY CODE(OMSC) THAN ONE APPROVED FIRE EXTINGUISHER WITH WHERE OCCURS AT ALL EXITS, EVERY 100'IN 2014 OREGON FIRE CODE (NFPA13). RATING OF NOT LESS THAN 2A 10B/C FOR EACH 1,500 EXIT ACCESS TRAVEL DISTANCE FROM MOST REMOTE POINT PER 1. BUILDING IS FULLY SPRINKLERED MAKE CORRIDORS,AND IN SPACES WHERE 2 MODES OF ARCHITECT: CODE MINIMUM CORRECTIONS AS REQUIRED PER TABLE 1016.2 EGRESS ARE REQUIRED PER SECTION 1011. (REFER 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE S.F. OF FLOOR AREA OR FRACTION THEREOF. TRAVEL NEW PLAN. TO ELECTRICAL DRAWINGS FOR MORE LRS Architects,Inc. Peter Kim:PKim@Irsarchitects.com (OEESC) DISTANCE TO AN EXTINGUISHER FROM ANY PORTION OCCUPANCY SPRINKLERED REQUIRED PROPOSED 720 NW Davis,Suite 300 2014 OREGON PLUMBING SPECIALTY CODE(OPSC) 2. IN BUILDINGS WITH EXISTING SMOKE DETECTORS: OF THE BUILDING SHALL NOT EXCEED 75 FEET. INFORMATION). POCHE INDICATES "EXIT"TEXT SIDE) 2014 OREGON ELECTRICAL SPECIALTY CODE(OESC) PROVIDE CODE MINIMUM CORRECTIONS AS PROVIDE FIRE EXTINGUISHER IN ACCORDANCE WITH B Y 300'MAX 110'-9" OF SIGN. SIGNS SHOWN IN CORRIDORS ARE Portland,Oregon 972092009 ANSI A117.1 REQUIRED. SMOKE DETECTORS TO BE TIED TO THE CURRENT CODES. PROVIDE NEW FIRE EXTINGUISHER CEILING HUNG. SIGNS SHOWN ON WALL ARE WALL Telephone(503)221-1121 BUILDING ALARM SYSTEM. AT ALL EXISTING CABINETS WHERE MISSING. ALL HUNG. III. BUILDING STANDARDS: 3. IN BUILDINGS EQUIPPED WITH AN EXISTING VISUAL REUSED EXISTING FIRE EXTINGUISHERS ARE TO BE COMMON PATH TRAVEL DISTANCE FROM MOST REMOTE POINT E REQUIRED EXIT GENERAL CONTRACTOR: STROBE SYSTEM:PROVIDE CODE MINIMUM INSPECTED AND/OR RECHARGED,AS NECESSARY, BEFORE 2 WAYS PROVIDED PER TABLE 1014.3 Built Environments Northwest Mike James:mikej@BE-nw.com BUILDING TYPE: TYPE II-B JUST PRIOR TO SUBSTANTIAL COMPLETION. CORRECTIONS AS REQUIRED. !FA SYSTEM DOES NOT BUILDING OCCUPANCY: B- OFFICE BUILDING EXIST, DO NOT ADD ONE. OCCUPANCY SPRINKLERED REQUIRED PROPOSED 135E Hereford Street TOTAL BUILDING FLOOR RENTABLE AREA: +/-49,963 S.F. Gladstone,Oregon 97027 4. PROVIDE EMERGENCY EGRESS LIGHTING FOR THE B Y 100'MAX 631-5" Telephone(503)650-44086 DRAWING INDEX DEFERRED SUBMITTALS - DESIGN BUILD SHEET NAME ELECTRICAL SYSTEMS LOW VOLTAGE SYSTEMS PROJECT NUMBER: 217389 A001 COVER SHEET MECHANICAL SYSTEMS SPRINKLER SYSTEMS PLUMBING SYSTEMS EGRESS LIGHTING Bridgeport Family A100 GENERAL NOTES&STANDARD MOUNTING HEIGHTS A101 SUSPENDED CEILING&LIGHT INSTALLATION GUIDE&DETAILS Medicine T.1. A201 DEMOLITION PLAN Fanno Creek Bldg. B A202 FLOOR PLAN 16083 SW Upper Boones A203 FLOOR FINISH PLAN Ferry Rd., Suite 130 A204 REFLECTED CEILING DEMOLITION PLAN Tigard, Oregon 97224 A205 REFLECTED CEILING PLAN -- —7— A301 ENLARGED FLOOR PLANS&INTERIOR ELEVATIONS 1 ' I H I 1 A302 INTERIOR ELEVATIONS,DOOR SCHEDULE&INTERIOR DETAILS GENERAL NOTES _ A303 INTERIOR DETAILS&EXTERIOR ELEVATION THE SITE PLAN AND SUITE LOCATION PLAN ARE FOR REFERENCE ONLY. SEE ALL OTHER PLAN SHEETS FOR \ - ' -1 A ■� OFFICE� OPY CONTRACT DOCUMENT INFORMATION. THE PROJECT SUMMARY IDENTIFIES SOME SPECIFIC OSSC REQUIREMENTS II BUT IS NOT INTENDED TO LIST ALL OSSC REQUIREMENTS. REVIEWED OF TIGARD `_17 G, v -. --_ J ED FOR CODE COMPLIANCE r ,_, A _ %reirio COMMON PATH TRAVEL DISTANCE FROM MOST ® •T pero:ved:_,T 1 cAls,La --4_Ilk t‘sr • ` REMOTE POINT BEFORE TWO WAYS PROVIDEDA , 4 Tr Ks . omit#i etAPaQ i F-V01-3/ r : . ,: ., s'• : 'a'F n = 1OW MAX. SPRINKLERS PROVIDED PER TABLE 1014.3• • 41(11# _� ,.. :r fir ( ) .\ lipm11111111:‘ dress. icO R " v P�erQ >7p,SI ■ " ki ACTUAL DISTANCE=63'-5" 4 1 1Or�i ��qy1 i _ *v. '�. lyi: nl47' *S' u ��L ; �at�': Ya- �� t1 It ti!1 % �3 J- ! Oregon State rq _ `\ f,03 � ` G .1 n 1 r 1 eiPh„.. i I .4-.. , _:__ .4, :A.,:ys, ......,. x \ � :Ai � 1 E Pxivilion Construction • . g � r, � AlAr—Apilr �f Domino's Pizza " ,. x� .,� OP 'f / / •.������� // /!% I SHEET TITLE: h 041 c:trya ;•,, �y, eg I l��fs�� irli, 7111/1/1 ► /f� i ,;�.r =:►r�f!/ — pq — \vVIZ-%. 0 `.••,`•.v - 1x:•�• �`%' 'hr� � '^ / ,�� '�'ff r / ./1 I �u r+ _ �d� / \ 8 / r .,,-. . t.., \,1 / •�/ /� Cover Sheet .\:,..e.44,4:4 el v: 4-, 16083 Southvrest Upper �.. _I ..� li► ., _ Ft : �`�/ IV � •e �_� :�.. , 01101 r 1 Boones Ferry Rood Allf/ i• tc �: g:umnixo' �.� ::;: / A ,,�� •11- IT 1- N. ." F-kik • $ J1 jej 1 A V I,All r j A tv>7 ,, - v. S �I r r r- — c c . ire 0 ula l'4.1:fAio:74\i:l#: .440 g t(..feZ., / 4.,/, 14:41A, 1P 4 or *et # ziir . Zi", //// \ \'' >4 s*v.;'-; #, 414 \ :sita `� FANNO CREEK I %�j%, //�, / % /41(r.ir . I/ n W Alibi '- '78* ,�/ DRAWN BY: PMK -. \\ �.. BLDG.B ��"d. ... �� Hi r .// ,///////, / //// /� DATE ISSUED: �` \ ` tel-r , .� �,. s 1 \ �✓ ,� ` �t��♦/Tit--�- �riir—..----=�iri�--��—-,iiisrri_ :r ..-. —; m 1 -- `,ta \ �IJ � #.,#'vZ.,"#. PERMIT SET 05.02.18 ,� The Circuit EcuIdenrig , > hr✓/ ,J/ ,/� ... ,,�� a TI.and / EXIT ACCESS TRAVEL DISTANCE FROM MOST REMOTE POINT PER TABLE 1016.2: :: co N N ALLOWED DISTANCE: 300'MAX.LENGTH(SPRINKLERS PROVIDED) AREA OF WORK P. ACTUAL DISTANCE=110'-9" +wilr4 1. VICINITY MAP (111) 2. SITE PLANT 3. SUITE LOCATION AND EGRESS PLAN SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE:: 1/16"= 1-0" a apip A001 ,.. m CITY OF TIGARD SHEET: aLRS Architects,Inc.®2018 a Approved by Planning Date: S-L-f Q cn Initials: SC 1 GENERAL NOTES LFS 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 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 OF A 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 ARCHITECTS THE DRAWINGS AND SPECIFICATIONS. THE PROJECT INTENT IS TO PROVIDE A COMPLETE KNOWLEDGE OR EFFORT. CONTROLS AND THERMOSTATS,ETC. OWNER WILL REVIEW SCOPE OF WORK PROPOSED FOOT-CANDLE AT THE FLOOR LEVEL. PROVIDE EMERGENCY SYSTEM LIGHTING WHERE THE WORKING TENANT OR BUILDING IMPROVEMENT. 23. NEW DOOR HARDWARE SHALL MATCH EXISTING BUILDING STANDARD LEVER HANDLE WITH PRIOR TO ACCEPTANCE OF BID. EXISTING SYSTEM SERVES AN OCCUPANT LOAD OFA 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(OMSC), 2014 OREGON FIRE CODE, 2014 OREGON ENERGY EFFICIENCY SPECIALTY 24. CONTRACTOR SHALL VERIFY COMPATIBILITY OF HARDWARE SPECIFIED WITH BUILDING TENANT IMPROVEMENT AREA. NATIONAL ELECTRICAL CODE. Portland OR 97209 www.lrsarchitects.cam 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 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 SUITABILITYAND 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 I 71. VERIFY SERVICEABILITY AND REUSABILITY OF EXISTING ELECTRICAL EQUIPMENT,ANDOP 44``C+` 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 !6‘. 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. 410 NOME 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. C.S 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 "TAXA CONSTRUCTION. PROTECTION ASSOCIATION STANDARDS. DRAWING. ADDITIONAL EXISTING OUTLETS MAY EXIST AND SHOULD BE VERIFIED BY /! • 7. DIMENSIONS TAKE PRECEDENCE OVER SCALE. DIMENSIONS ARE TYPICALLY TO FACE OF FINISHES 50. PREPARE SPRINKLER SYSTEM SHOP DRAWINGS FOR COORDINATION WITH ARCHITECTS CONTRACTOR. % , r :r► ,, FINISH UNLESS OTHERWISE NOTED. DRAWINGS BY ARCHITECT. 75. VERIFY WITH TENANT OR OWNER LOCATIONS OF ELECTRICAL AND VOICE/DATA OUTLETS FOR MS r 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. 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(Le., 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 OF A DEMISING WALL. 80. COORDINATE TELECOMMUNICATIONS AND MODIFICATION TO BUILDING ALARM SYSTEM 13. UPON COMPLETION OF WORK BE RESPONSIBLE FOR RETURN TO OWNER OF ALL MASTER 34. DISPOSE OF ALL PAINT MATERIALS OFF SITE. DO NOT POUR DOWN DRAINS, CATCH BASINS, 56. CLEAN ALL NEW AND EXISTING HVAC GRILLS AND DIFFUSERS SCHEDULED TO REMAIN. ALL PROVIDED BY TENANT. VERIFY WITH TENANT LOCATION OF NEW OUTLETS PRIOR TO KEY ORIGINALS OR CARD ACCESS DEVICES. OR IN LANDSCAPING. DUCTWORK BEHIND GRILLS SHALL 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 5T DESIGN-BUILD CONTRACTOR AT COMPLETION SHALL PREPARE AND SUBMIT AN AIR 81. REMOVE ALL UNUSED OR ABANDONED ELECTRICAL WIRING,EQUIPMENT,AND PHONE AND CONTRACT OF A PERIOD OF ONE YEAR,UPON FINAL COMPLETION OF CONTRACT. SINK, LABEL ALL LEFT OVER PAINT,AND DELIVER TO OWNER WHERE DIRECTED. BALANCING REPORT TO THE OWNER. DATA CABLING. CONFIRM WITH OWNER PRIOR TO REMOVAL.ALL WIRING AND CABLING TO 15. SUBMIT SUBSTITUTION REQUESTS ON CSI FORM TO ARCHITECT FOR APPROVAL. 36. TAPE AND SAND EXPOSED GYPSUM BOARD FOR A FLAT,SMOOTH SURFACE FINISH TO MATCH 58. HVAC CONTRACTOR TO PROVIDE 100%FRESH AIR SUPPLIED TO ENTIRE TENANT SPACE REMAIN SHALL BE SUSPENDED FROM STRUCTURE AS REQUIRED BY CURRENT CODE. ARCHITECT'S DECISION IS FINAL WHETHER A PROPOSED PRODUCT IS ACCEPTABLE FOR EXISTING ADJACENT SURFACES IN BUILDING, UNLESS OTHERWISE INDICATED. THREE CALENDAR DAYS PRIOR TO THE FIRST DAY AFTER SUBSTANTIAL COMPLETION. SUBSTITUTION. 37. PROVIDE FINISH MATERIALS MATCHING ESTABLISHED BUILDING STANDARD QUALITY, UNLESS PROVIDE 100%FRESH AIR WITHOUT MAKING OTHER TENANTS UNCOMFORTABLE SCHEDULING OF FIRE SPRINKLER AND ALARM SYSTEMS 16. APPLICATION OF MATERIALS TO SURFACES EXISTING OR PROVIDED UNDER THIS CONTRACT OTHERWISE INDICATED. PROVIDE COLORS APPROVED BY OWNER AND ARCHITECT. IMPLIES ACCEPTANCE AND SUITABILITY OF EXISTING CONDITIONS. 38. CONTRACTOR TO FILL AND PATCH EXISTING CONCRETE SLABS AND SHALL PROVIDE SMOOTH ELECTRICAL-DESIGN BUILD 82. CONTACT OWNER'S REPRESENTATIVE FOR INSTRUCTIONS WHEN SCHEDULING WORK ON 17. ALL WORK INDICATED ON DRAWINGS SHOULD BE CONSIDERED NEW UNLESS IDENTIFIED AS UNIFORM SURFACE PRIOR TO NEW FLOOR COVERINGS TO BE INSTALLED. FIRE SPRINKLER&ALARM SYSTEMS. EXISTING TO REMAIN OR TO BE REUSED. 59. ELECTRICAL SYSTEM AND REQUIREMENTS ARE DESIGN-BUILD. SUBMIT ELECTRICAL DESIGN 18. ALL MATERIALS AND PRODUCTS USED ON THE JOB SITE SHALL BE"ENVIRONMENTALLY SAFE", FURNISHINGS TO ARCHITECT FOR COORDINATION WITH 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 ONLYAND IS DESIGN MUST BE APPROVED BY OWNER AND MECHANICAL ENGINEER IF EMPLOYED BY INTENDED TO ONLY SHOW SWITCH LOCATIONS. REQUIREMENTS FOR DUAL SWITCHING, 87. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS AS REQUIRED FOR PROPOSED AND ARCHITECT PRIOR TO CONSTRUCTION. AUTOMATIC AREA SHUT OFF CONTROLS AND ALL OTHER CODE REQUIREMENTS SHALL BE THE FUTURE ACCESSORIES AND GRAB BAR MOUNTING FIXTURES. BLOCKING IS REQUIRED FROM 42. PAY ALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES RESPONSIBILITY OF THE DESIGN-BUILD CONTRACTOR. PROVIDE A MINIMUM OF ONE SWITCH STUD SPACE TO BACK OF SURFACE OF ALL FIXTURES INCLUDING BUT NOT LIMITED TO NECESSARY TO COMPLETE WORK. PER ROOM, UNLESS OTHERWISE INDICATED. TUB/SHOWER ENCLOSURES. 43. COORDINATE ITEMS REQUIRED FOR DEMOLITION NOT INDICATED ON DRAWINGS. 6T 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: 217389 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 UP DOES NOT EXCEED 1/8". TOWEL DISPENSER AND END OF GENERAL NOTES Bridgeport Family EXIT SIGN i WASTE RECEPTACLE HAND DRYER Medicine T,1. i COAT&UTILITY TYPICAL DOOR I HOOK N39"-41= GRAB BAR,18"MIN DISPENSER Fanno Creek Bldg. B OPENING q Ar TO RAISED136"MAX GRAB BAR,42"MIN 16083 SW Upper Boones CHARACTERS 12"MAX��,24"MINS, ACCESSORY ZONE Ferry Rd., Suite 130 ♦ `� C� -mac 0 a- --4 N. I 4.1 wil . N � Tigard, Oregon 97224 NI Lco a: g r51 g P C � Z � _ ■ mZ 2Z <D ♦- CARD o = m ep "co e0 0 M READER -4- 0- At O �� !4 M 0 § ♦ �, �_ 41, 42"MAX �ir�� �� _11 ` % _ z "� TYPICAL AT DOOR TOILET ROOM MOUNTINGS TOILET-SURFACE MOUNT ill 1 t _ " 26. - elk ACCESSORY ZONE(SECTION 604.7) ♦ l( itiir N. i:!G lir OA.....4 " 40 _ , VISIBLE SYMBOLS,EACH FIRE ALARM SIGNAUSTROBE ANNUNCIATOR PANEL 14 10"MAX MIN.21/2"HIGH OPERABLE THERMOSTAT ♦ ,. ,. EXISTING ELEVATOR 54"MAX FIRE EXTINGUISHER SIGN WALL MOUNTED FIRE EMERGENCY POWER 21-6" ELEVATOR TO COMPLY WITH EXTINGUISHER Fig.308.2.1 Fig.308.3.1 CALL BUTTON MOUNTED PHONE MANUAL PULL. RECESSED FIRE OFF PUSH BUTTON 39"-41" GRAB BAR 18"MIN AHJ.AND ADA EXTINGUISHER CABINET CLEAR FLOOR SPACE CLEAR FLOOR SPACE UNOBSTRUCTED UNOBSTRUCTED f- ELECTRICAL OUTLET STATION TACTILE PARALLEL APPROACH FORWARD APPROACH FORWARD REACH SIDE REACH 36"MAX GRAB BAR,42"MIN INTERCOM ♦t3I ♦• L ' ELECTRICALOUTLET TELEPHONE STATION `l t3' SIGNAGE ft . /24"MIN ACCESSORY ZONE AT CASEWORK OUTLET AND ___,I,G' ♦ _____91/4�` aim ' � BASE OF - _ 4"MAX r SWITCHES mill CHARACTER ,� o o Li a : c A II(Ii* cIri ��.,..if _ N ¢ _ O w w w O c Z c �. 9 re in a ���1►► �V��II►►, j � m a -d� °' � � rw - err'- vu. emir u. 4D EnLI' ►tea N 20"MAX >20"-25" z 1111 't , O in 0 ¢ Z c.3 z O 0 p m SHEET TITLE: ■ Fig.308.2.2 m �` ♦ " : �--4 ♦ ♦ ♦ • " . : . . ♦ `�. `�. ♦ ♦ ♦ ♦ ♦ '+► General Notes c, OBSTRUCTED HIGH FORWARD REACH N jr 42 MAX / 5'-0° 10"MAX >10"-24" A TOILET-RECESSED MOUNT TYPICAL AT ELEVATOR MISCELLANEOUS WALL MOUNTINGS Standard lard Mo un ting _� ACCESSORY ZONE(SECTION 604.7) 0 OTHER FIXTURES a ♦ 4 0 ♦ ♦ LOWED IN THIS AR 12"MIN 32"CLEAR AT v Heights /is `Ilk LIMITS OF PROTRUDING OBJECTS T-4 24"MIN 11141 31/2 MAX12"MAX / f- 36"GRAB BARw2 EXCEPTIONS: FOR PARALLEL - REFLECTIVE SHELF AND '�► ♦ " "e \ 18"VERTICAL "co is1. HANDRAILS MAY PROTRUDE 41/2"MAX APPROACH SURFACE POLE T / 4/ 17 TO 25 EE u)�S .4 2. DOOR CLOSERS AND DOOR STOPS 15"MIN FOR 5"MAX / GRAB BAR , 12"MIN -� z .� - ♦ ♦ FORWARD FOR FORWARD �/ / 7 42 GRAB BAR LAVATORY 8 LAV �` c z I SHALL BE PERMITTED TO BE 78 MIN w // M g APPROACH APPROACH -+ - _ _ " O DRAWN BY: PMK Fig. ABOVE FLOOR IIIm ? ca IN COUNTER $ MIN 9 _ _ 2 0 -�-'N. ro ♦ 0" M URINAL. ;� to �' m z > �� c� 2 1)• ♦ P SCREEN . INSULATE EXPOSED ♦ DATE ISSUED: 2 OBSTRUCTED HIGH SIDE REACH ICC/ANSI A117.1-2009 SECTION 308 REACH Trii SPOUT OUTLET w ¢ LAV ¢ F- ' CO00 '- o er I RIM Z z 8"MIN v > " _ a o a _ .-�ll HOT WATER • LL RANGES(ALL DIMENSIONS ARE NOT TO SCALE) If ¢ oSoW o r ♦ ♦ I SUPPLY AND ? /� PERMIT SET 05.02.18 ■ F- 0 0 0 = 0 'b' = co O ■ co Co 2 rn ¢ w v m tri $_ m ■� v co 7iv 18"VERTICAL' DRAIN f ism .d- m • ♦ T M " "GRAB BAR URINAL PIPES TYP �� A' 6"M• 11"MIN M o SIDE APPROACH j 16-18(_ 42 GRAB BAR 6"MAX 11"MIN F. DRINKING FOUNTAIN(SECTION 602) MIRRORS(SECTION 603.3) SHELVES(SECTION 603.4) WATER CLOSET(SECTION 604) FLUSH CONTROLS ON WATER CLOSET-PLANOPEN SIDE OF WATER CLOSET (SECTION 604) URINALS(SECTION 605) LAVATORY AND SINKS(SECTION 606) 1 1. ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS (PER ICC/ANSI A117.1-2009) g a SCALE: NOT TO SCALE SHEET: Al 00 I IRSArchfteds,Inc.02018 N 3 m 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 11....rs 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. Terminal ends of main runners and cross members shall be tied together or have some other approved means • Terminals or services weighing less than 20 lbs shall be positively attached to the ceiling suspension main • toprevent theirspreading. Stabilizer bars,cross tees or other means toprevent spreadingshall occur within 8" runners or to cross runners that have the same carrying capacity as the main runners. This document provides the IBC-2012 referenced standards for the installation of suspension systems for acoustical lay- Terminals or services weighing 20 lbs but not more than 56 lbs shall have,in addition to requirement above,two ARCHITECTS of each wall. - in ceilings. Incorporation of this document will provide a more uniform standard for installation and inspection.This • 12-gage wires connecting them to the ceiling system hangers or the structure above. Spreader bars are not required at perimeters where runners are attached directly to closure angles. document is designed to accomplish the intent of the International Building Code(IBC)with regard to the requirements • Terminals or services weighing more than 56 lbs shall be supported directly from the structure above by Spreader bars are not required if a 90°intersecting cross or main is within 8"of the perimeter wall. 720 NW Davis 503.221.1121 for seismic design categories D, E&F for suspended ceilings and related items. Unless supported by engineering,the approved hangers. suspension system shall be installed per these requirements and those of the referenced documents.Manufacturers • Where substantiating documentation has been provided to the local jurisdiction,perimeter clips may be used to satisfy the requirements for spreader bars, Suite 300 503 221.2077 D recommendations should be followed where applicable. Sprinklers General Recommendations Hanger(Suspension)Wires • VERTICAL 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 Societyof TestingMaterials(ASTM C 635,ASTM C 636,ASTM E 580/E 580M ,and through the ceiling tile to allow free movement of at least 1 in all horizontal directions.Flexible head design ) ) Hanger and perimeter wires must be plumb within 1 in 6 unless counter sloping wires are provided. that can accommodate 1"free movement shall be permitted as an alternate. Ceilings and Interior Systems Construction Association(CISCA). (Detail 5/A101) • Partitions that are tied to the ceiling and all partitions greater than 6 ft in height shall be laterally braced to the • Hanger wired shall be 12-gage and spaced 4 ft on center or 10-gage spaced 5 ft on center. structure.Bracing shall be independent of the ceiling splay bracing system. • Any connection device at the supporting construction shall be capable of carrying not less than 100 lbs. Glossary for this Documents (regional terminology may vary) • 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. ., '01V2 • All main beams ar to be Heavy Duty(HD). • Terminal ends of each main beam and cross tee must be supported within 8"of each wall with a perimeter wire CROSS TEES ��, '�'" • Ceilings less than or equal to 144 sq ft and surrounded by walls connected to the structure above are exempt (see Details 2, 3, 4 and 5/A101). The cross member that interlock with the main beams,also known as cross runners or cross T-bars. { I► from the seismic design requirements. • Wires shall not attach to or bend around interfering material or equipment.A trapeze or equivalent device shall DIFFUSER \t • These recommendations are intended for suspended ceilings and related components in areas that require be used where obstructions preclude direct suspension.Trapeze suspensions shall be sized to resist the dead A circular or rectangular metal grill used for the passage of air from a ducted system. 45°O' resistance to the effects of earthquake motions. load and lateral forces appropriate for the seismic category. ESSENTIAL SERVICE BUILDINGS LESS LESSR 4 • 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 �‘ N (See Detail 1/A101). Electrical Fixtures center,State Patrol office,sheriffs office,or emergency communication dispatch center. 1\\\ /,i , PORTLAND. , ::-• N. • Changes in ceiling planes will require positive bracing. See Detail 8/A101 GRID ►� (4)12 GAGE SPLAYED ' Lateral Force BracingLight fixtures wei hin less than 10 lbs shall have one 12 a e lion er wire connected from the fixture to the The main beams and cross tees of the suspension system. \ ��i� BRACE WIRES 9 g 9 -9 9 9 HANGER WIRE ���i 2 de.011 !1�See Detail 1/A101 structure above.This wire may be slack. 10 or 12-gage soft annealed wire used as primary support for the grid system. Also called suspension wires. 40���}''! / _ L/� IW• 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 N% ��,,, `iLATERAL FORCE BRACING ��,,...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 maybe slack. `- s 1i, IliORLi ht fixtures wei hin mors than 56 lbs shall be su ported direct) from the structure above b a roved The bracing method used to prevent ceiling uplift or restrict lateral movement during a seismic event. Latera! . \ , LESSdesign requirements. g g 9 P Y Y PP• 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, 1. �// . • MAIN BEAM �"� r structureabove using9-gage wire or an s • Lateral force bracing is the use of vertical struts(compression posts)and splay wires. • Pendant mounted fixtures shall be directly supported from the s ru a 9-g g The primary suspension member supported by hanger wires,also known as the main runner,carrying tee, (See Detail 1 l A101). approved alternate support without using the ceiling suspensions system for direct support. • Lateral Force Bracing shall be 12 ft on center(maximum)and begin no farther than 6 ft from walls. • Tandem fixtures may utilize common wires. carrying runner or mains. CONSULTANT: Seismic splay wires are to be(4)12-gage wires attached to the main beam.Wires are arrayed 90°from MOLDING 1 CLOSURE ANGLE 3°MAX.TYP. • each other and at an angle not exceeding 45°from the lane of the ceiling. Seismic Separation Joints A light gauge metal angle or channel fastened to teh perimeter wall or partition to support the perimeter ends 9 9 P g See Detail 9/A101 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 `a' 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 78/A101). ceiling shall be provided unless analyses are performed of the ceilings bracing system,closure angles and the event of seismic activity and interlocks properly with ends of grid system. s.k.1 ,�.k. - • Power Actuated Fasteners(RAF's),when used for seismic application as part of the prescriptive path in penetrations to provide sufficient clearance. PERIMETER WIRES \ S 41q/� Seismic Design Categories D,E&F,shall have an ICC-ES approval for seismic applications and shall • The layout and location of the seismic separation joint shall be per the designer of record and noted on the Hanger wires placed within 8"of the surrounding walls. GAO 8 brequire"speical inspection"irrespective of the type of occupancy category the structure is in. PAF plans. If a seismic separation joint is required by the designer,the designer may use the generic joint detailed PLENUM c-9 anchors for kicker wires(splayed wires installed for purposes other than seismic restraint)are exempt from in this document or a proprietary joint.The amount of free movement(gap design)shall be a minimum of 3/4". The space above a suspended ceiling. NOTES: this requirement. • in lieu of seismic separation joints,the ceiling may be divided into areas less than 2500 sq ft by the use or SLACK WIRE -RIGID BRACING MAY BE USED IN LiEU OF SPLAY WIRES. • Splay wires are to be within 2"of the connection of the vertical strut to the suspended ceiling. soffits as follows:partitions shall extend a minimum 6"above the level of the plane of the grid and shall be A 12-gage wire that is not tight or taut. -CEILING AREAS OF 1000 SQ FT OR LESS SHALL BE EXEMPT FROM LATERAL FORCE BRACING • Rigid bracing may be used in lieu of splay wires. independently braced to the structure above.Soffits shall extend to a point at least level with the bottom plane SPREADER or SPACER BAR REQUIREMENTS. • Ceilings with plenums less than 12"to structure are not required to have lateral force bracing. of the grid and shall be independently supported and laterally braced to the structure above. A bar with notches to prevent the suspension system from separating,also called a stabilizer bar. A /� /�+ • Vertical struts must be positively attached to the suspension systems and the structure above. (See Detail 98/A101). SPLAY WIRES 1. LATERAL FORCE BRACING • The vertical strut may be EMT conduit, metal studs or a proprietary compression post,see Table 1 below: Wires installed at an angle rather than perpendicular to the grid. Wall Moldings TABLE 1:Maximum Recommended Lengths for Vertical Struts VERTICAL STRUTS SCALE NOT TO SCALE See Details 4/A101 and 2/A101 (or alternate proprietary option-3/A101) EMT Conduit Metal Studs The rigid vertical member used in lateral force bracing of the suspension system. Also known as compression 1/2" EMT conduit up to 5'-10" Single 1 5/8"metal stud(20-gage) up to 12'-0" Wall moldings(perimeted closure angles)are required to have a horizontal flange 2"wide.One end of the posts,seismic pods,seismic struts. Common materials are electrical conduit(EMT),metal studs or 3/4" EMT conduit up to 7'-8" Back-to-back 1 5/8"metal stud(20-gage) up to 15'-0" ceiling grid shall be attached to the wall molding,the other end shall have a 3/4"clearance from the wall and proprietary products. 1" EMT conduit up to 9'-9" Single 21/2"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 V-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 / 1 HANGERS TO BUILDING above are deemed to be equivalent to walls. OR#10 WIRE©5'-0"OC OR#10 WIRE @ 5'-0"OC STRUCTURE.TRAPEZE VERT STRUT AROUND DUCTS AND OTHER LARGE DESTRUCTIONS. SECURE ALL RECESSED 8"MAX SURFACE MOUNTED FIXTURES TO ; 8"MAX BUILDING STRUCTURE � GRID&STRUC AS READ.LAY IN � FIXTURE WIRES MAYBE SLACK. 8" WALL "floo /� WALL _ " fy� 90.00° ��Gy1 aO 2 WALL MOLDING i11111F11� F QQ.� 0 0 0 004 I it, 000 il)' • , • Q. ! 3/4"MIN(c� 11111141'4411 `{ :: ::1:251C ° PROJECT NUMBER: 217389 8•MAX Q .°0...,� ® ^ -UNATTACHED- I (01.------- ------- U' / WALLS �� ` q Q SECURE ALL HANGERS TO m� � LATERAL BRACING @ 12'-0"OC EA BUILDING STRUCTURE. Bridgeport Fart?il ° WAY,MAIN RUNNER TO STRUCTURE. TRAPEZE AROUND DUCTS AND Y \ SCREW BEGIN BRACING WITH[N 6'-0RR:FESTER OTHER LARGE OBSTRUCTIONS i ° PERIMETERAND2"FROM Medicine T.I.1114,0101 ATTACH ONE SIDE OF GRID �,/ ° �t MEMBERWHEREREADCOUNTERSLOPE HANGERS ° (SEE UNATTACHED DETAIL) °- ` . /� ° ADDITIONAL HANGERS AT IF MORE THAN 1:6 OUT OF Fanno Creek Bld B ® ` ` ° MEMBERSWITHIN8"OFPEWITH PLUMB g' ` �\ ` SPREADER BAR SUPPORT WIRE @ 1:6 SLOPE 16083 SW Upper Booties Fr PROPRIETARY CLIP. \ ° �" 4 OR OTHER SUITABLE SPREADER BAR READ AT UNATTACHED SIDE ` INSTALL PER MFR(MUST ° SYSTEM REQUIRED TO Ferry Rd., Suite 130 i. `'� ` q BE APPROVED BY AHJ). 144 ‘.3.--, ---- -----);° '+' KEEP PERIMETER ,� 0 ° Tr�' • COMPONENTS FROM 2"CLOSURE ANGLE Tigard, Oregon 97224 1 • Cl 2 ` .° SPREADING APART ` .o ` y NOTES: •Q7\ (� -RIGID BRACING MAY BE USED iN LIEU OF SPLAY WIRES. -CEILING AREAS OF 1000 SQ FT OR LESS SHALL BE EXEMPT FROM LATERAL FORCE BRACING REQUIREMENTS. 2. ATTACHED WALL MOLDING 3. ATTACHED WALL MOLDING ALTERNATE 4. UNATTACHED WALL MOLDING 5. LATERAL FORCE BRACING - ASSEMBLY SECTION SCALE: NOT TO SCALE SCALE: NOT TO SCALE - - - SCALE: NOT TO SCALE SCALE: NOT TO SCALE 5/8"MAX HANGER WIRES SEISMIC SEPARATION JOINT PER MFR TYPICAL CONNECTION • LAY IN FIXTURE WIRES DEVICE CAPABLE OF • MAY BE SLACK co CARRYING 100 LBS OR / ►" I MORE ° bb ° o 0 ob ( ) �� ° ° � 0 3 - - r 1110 A101 irt 1 r BUILDING STRUCTURE FLANGE ATTACHED 3/4"MIN POP RIVET CEILING CLIP 1 >< ✓�\J 4 SUSPENDED SHEET TITLE: �`\ �� A101 CEILING GRID A. FOR CEILING AREAS EXCEEDING 2,500 SQ FT j a 3 3 TURNS %-„ Suspended Ceiling 0. A101 ® „ o ~` VERTICAL HANGER WIRE \�� \� // �/ & Light Installation >.< ><, w A. VERTICAL HANGER WIRE ATTACHMENT /' Guide & Details 8 ¢ ems 5/8"MAX ` / '411111/11111:1111.111°' z = / PROVIDE SUPPORT FROM i a ; STRUCTURE \ �� SOFFIT LATERALLY BRACE g >< ----------ANN® V. cv ./' u ,_ i ,: TO STRUC ABOVE li 1 01 S° ,,,.Q DRAWN BY: PMK .11 A101 i 8 // BUILDING STRUCTURE ,- �.• ;•}�; EXTEND SOFFIT TO AT A101 / FIXTURE r LEAST BOTTOM PLANE OF DATE ISSUED: STEEL STRAP 1"WIDE x 2• is ;�; �y• '� 6" 1'-0" REQUIRED SUPPORT: A CEILING GRID / ,• / LONG x 12 GAGE MINIMUM <10 LBS,(1)12GA WIRE ; PERMIT SET 05.02.9$ UNATTACHED A 01 3 TURNS 10-56 LBS, o o c,' ';°j� 0 0 0 4 ;: : :5FR0M STRUCTURE o o b " `�Ob b D O O O O O CJ •�f .. . �., ._,.- 0 0 o bSPLAYED SEISMIC WIRE : ; B. SPLAYED SEISMIC BRACING WIRE ATTACHMENT =ACING SHALL BE DIRECTLY SUPPORTED BY STRUCTURE W/9GA WIRE OR APPROVED ALTERNATE. B. TO CREATE CEILING AREA OF LESS THAN 2,500 SQ FT g T 6. LATERAL FORCE SUSPENDED TYP CEILING PLAN 7. WIRE ATTACHMENT DETAILS 8. FIXTURE SUPPORT 9. SEISMIC SEPARATION JOINT SECTIONA1 0 1 m SCALE: NOT TO SCALE - - SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SHEET: , -i. LRS Architects, o tors nj 5 . LFS _. ARCHITECTS 720 NW Davis 503.221.1121 Suite 300 503 221.2077 C GENERAL NOTES Portland OR 97209 www.irsarchitects.corn / A. REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES. , �� B. REMOVE EXISTING FLOORING&BASE UNLESS OTHERWISE NOTED. /-� C. :!! :: ::::::: :: TIOFROM DUSTANDD. FOR REUSE. #°$/.. glitalaLE., "IMIT . E. REMOVE BLINDS&WINDOW COVERINGS FOR REUSE.CLEAN AND REINSTALL4A4 If ■ PRIOR TO JOB COMPLETION. REPAIR AND/OR REPLACE ANY MISSING AND/OR � I• :-. j DAMAGED WINDOW COVERINGS TO MATCH EXISTING AS NEEDED \'‘. .1 , � THROUGHOUT ENTIRE AREA OF WORK.. �y ' . `?'�►* to, f%'" F. REMOVE AND SALVAGE FIRE EXTINGUISHERS&CABINETS FOR REUSE. u ' PROVIDES REQUIRED AMOUNT BY CODE. \ .. .-- 5c \ o II ��10 , ) II !. � \�o,, J J CONSULTANT: � I�-� 1 _ Ir I I o • �, --II ■ KEYNOTES I � .„..„.... I - I -- -1I r 0 REMOVE EXISTING BUILT-IN CASEWORK.SALVAGE SINK&FAUCET FOR REUSE. J Vs__ _ __IL os / I 4SRE-ROUTE PLUMBING TO OPPOSITE SIDE OF WALL.SEE 1/A202 FOR NEW os / (fl {�� os /r _ — CFs� — CONFIGURATION. 1 - - _ �)` '-- =-ll' =- J L _ �. 2 REMOVE EXISTING ROLL-UP DOOR&ALL RELATED COMPQNENTS.PREP FOR FEC �a�cowctE�cPT — I NEW BUILDING STANDARD STOREFRONT SUITE ENTRY SYSTEM. d \isN{ ,S� I REMOVE AND SALVAGE FIRE EXTINGUISHER CABINET. \ ] -- - -((� I SE)CPT� \ -- IiL — 9I 11111 I .v , Ih LEGEND V\ I 1 _ —$$- EXISTING PARTITION \a - t^,�I \ Q. ILII I �\� � — c= = = _ DEMOLISH EXISTING ELEMENT LIQ -`� 7 os 11=�� IL/ ■ -- —1 PROJECT NUMBER: 217389 Bridgeport Family Medicine T.l. Fanno Creek Bldg. B 16083 SW Upper Boones Ferry Rd., Suite 130 +s) Tigard, Oregon 97224 1. DEMOLITION PLAN SCALE 1/8"= 1-0" SHEET TITLE: Demolition Plan O DRAWN BY: PMK g DATE ISSUED: PERMIT SET 05.02.18 I ,„ A201 0 SHEET: LRS Architects,Inc.©2018 ii rn i _ L.r=ars - GENERAL NOTES ARCHITECTS 720 NW Davis 503.221.1121 M A. REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES. Suite 300 503 221.2077 D B. DIMENSIONS ARE TO FACE OF WALL UNLESS OTHERWISE NOTED. ADVISE Portland OR 97209 www.lrsarchitects.com /' ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 11.\ C. ALL ELECTRICAL WORK IS DESIGN BUILD-ALL ELECTRICAL OUTLETS,DATA& SWITCHES SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS. "fir SUBMIT ELECTRICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO :S'%0@ 4,10D 40 ONSTRUCTION, •./. 0 % D. WHEN NEW LIGHT SWITCHES ARE ADDED TO ANY PORTION OF THE SUITE, Nr 13 REPLACE ALL EXISTING LIGHT SWITCHES WITH NEW BUILDING STANDARD �MCILL=C. T ' of ,, �. IV �♦�" STAFFRM. OCCUPANCY SENSOR SWITCHES. GCS 1.0.;� .4 113 E. PATCH AREAS ADJOINING AND/OR ADJACENT TO DEMOLITION WORK TO MATCH 4 If • N P. tJs EXISTING AND/OR NEW CONSTRUCTION. FORM i•':`t . OFFI os �„® / F. SOUND CAULK ALL WALUGLASS&WALUMULLION JOINTS. , '' N ® 30 `' •., I 8 OFFICE N 2\ ;" O�, O •,, 03�Q�+j�� 27'-6 1/4" G. WHERE NEW DOORS,FRAMES&HARDWARE ARE PROVIDED,MATCH EXISTING 108 BUILDING STANDARD TYPE, , cQ t40, :--46,010 0 c ,A„ 3 EQ. ROOMS SIZE FINISH&COLOR. TOUCH UP EXISTING FRAMES �•os' 9 0 01 � '''. \ Nti0 <<�� 12 Jr, -`N I &DOORS WHERE NEEDED TO APPEAR AS NEW. \ . N " Gl�- "- N { H. PROVIDE J-BOX AND PULL STRING FOR TENANT-SUPPLIED VOICE&DATA. 1°: Lag STOR. \� •�� • Z` L d— EXAMEXAM EXAMCONSULTANT; • " tt as 100,. ...- no A ' 1 128 127 126 I. GENERAL CONTRACTOR TO PROVIDE 120V OUTLET APPROXIMATELY 2'-0"BELOW '� ZNN OFFICE "'o' °s OFFICE �' �2.. •;s .�i CEILING FOR TENANT-PROVIDED SPEAKER AND CONNECT WITH 1812 LV CABLE. no . a� 107 -' s 12'co �� .+ -� � - �4� HALL 4° A\\a r :os !1/ :os ilr ill :os „' ' :' i 1�1 5 - Z .,• 42. Z .� 42" 442" ,• 0 111 =j _ �!0 Ctr 10& ® \046\11- ,/�00."'""Ptz") _.r. I� I 1 �!�Y F� 12 81 111 ®� ® N1Z5os, N `--� `,%* N'os �'13,� I��O�l N102 PROCEDURE RM PROCEDURE RM ��� � j •� — �8 `0 O O• NN »a 129 5-0 5'-0.. �2a N N ..� ® r �` ,o 7" _ KEY NOTES 1� OFFICE '�� RECEPTION — iiii:030 N r "°11111 NIU 1 PROVIDE SPECIMEN PASS THROUGH CABINET-(BOBRICK B505 RECESSED via, 105 ��` 102 "='II E114 0 �P' SPECIMEN PASS THROUGH CABINET STAINLESS STEEL. \\1 J `� 1;1, 0 HALL U 4I `i1 0 ► • I ��.� Q�"� ♦� � l MA STATIONS "v il O PROVIDE 120V DUPLEX OUTLET FOR TENANT PROVIDED FISH TANK. �� 8 101b EXAM E M 123 �' 6-0' PROVIDE (1)208V 1 PHASE OUTLET OUTLET FOR TENANT PROVIDED O C®_ o� U MASSAGE TABLE. WAITING to IN 1 0) N 411414 41114 I`' E103 /� FURR-OUT BELOW AND ABOVE EXISTING STOREFRONT AND PROVIDE NEW 101 �'� '. *4z• A ' L — " — — — ' , — — — ; , — —J �J FACE BRICK VENEER(COLOR TO BE SELECTED BY TENANT)EXTEND 301 ALIGN .....• ELECTRIC BOXES AS REQUIRED. o 0 INFILL OPENING TO MATCH ADJACENT SURFACES. 6 �2ov IMI in a'e" 301 I i'ic (W\ PROVIDE NEW ACCESSIBLE RESTROOM WITH PORCELAIN TOILET, " .` . S 42" 142~ ,f rn ,• / 42 I+42° 4 . 14x I 142~ I, t=./ STAINLESS STEEL GRAB BARS AND TOILET ROOM ACCESSORIES, \ /MIT" � � 11► !1► � $ Ilr IU � � 111 .- Iir N N Z N N N N . 1 Ni' N N N . ;Z N N Z N N PORCELAIN WALL MOUNTED SINK AND FAUCET. a, O PROVIDE PLASTIC LAMINATE CASEWORK WITH STAINLESS STEEL SINK AND c� EXAM 16 EXAM11EXAM110� 0 121 EXAM 7 122 EXAM 7 FAUCET. `� E. ¢ . . 5 . "[ 8(v PROVIDE NEW PLASTIC LAMINATE RECEPTION DESK WITH QUARTZ J TRANSACTION TOP. o Ark OBREAK ROOM: PROVIDE BUILDING STANDARD PLASTIC LAMINATE 36"HIGH 11 •303 TYP UPPER CABINETS, PLASTIC LAMINATE ACCESSIBLE LOWER CABINETS WITH PLASTIC LAMINATE COUNTERTOP AND BACKSPLASH. PROVIDE RELOCATED STAINLESS STEEL SINK&GOOSENECK FAUCET. PROVIDE ACCESSIBLE PROJECT NUMBER: 217389 - 6 DISHWASHER,ELEC/PLUMBING&WATERLINE FOR TENANT-PROVIDED •303 REFRIGERATOR&COFFEEMAKER,DEDICATED POWER FOR TENANT-PROVIDED MICROWAVE ON UPPER SHELF AND GARBAGE DISPOSAL Bridgeport Family AT SINK. 10 PROVIDE NEW OR RELOCATED FIRE EXTINGUISHER. Medicine T.1. 11 PROVIDE NEW STOREFRONT WITH DOUBLE DOORS TO MATCH EXISTING AT Fanno Creek Bldg. B EXISTING ROLL UP LOCATION. 16083 SW Upper BOoneS 12 FURR-OUT EXISTING COLUMNS/PIPE AS A MINIMUM AS POSSIBLE. Ferry Rd., Suite 130 Tigard, Oregon 97224 1. FLOOR PLAN S) SCALE. 1/8"= 11-0" LEGEND i EXISTING PARTITION y—1-,-4 FULL HEIGHT PARTITION (SEE DETAIL 6/A303) ■.. FULL HEIGHT PARTITION (SEE DETAIL 5/A303) NEW Q DOOR FRAME&RELITE TYPES (SEE 3&4/A302) BELOW ITEMS SHOWN FOR REFERENCE ONLY SHEET TITLE: 6' Floor Plan S SWITCH S s SWITCH-OCCUPANCY SENSOR o P TELE/DATA OUTLET DUPLEX OUTLET Id . QUAD OUTLET 0 208V 1 PHASE ig OUTLET iipmiiinsicommuel (j JUNCTION BOX DRAWN 13Y: PMK .L5 Q THERMOSTAT DATE ISSUED: BLANK OUTLET PERMIT SET 05.02.18 E EXISTING N NEW R RELOCATED FEC FIRE EXTINGUISHER CABINET TENANT-PROVIDED SONO SPEAKER - 1 A2O2 a SHEET: E. LRS Architects,Inc.C 2018 fry _ LIS GENERAL NOTES ARCHITECTS 720 NW Davis 503.221.1121 M A. REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES. Suite 300 503 221.2077 D B. PATCH AREAS ADJOINING AND/OR ADJACENT TO DEMOLITION WORK TO MATCH Portland OR 97209 www.irsarchitects.com EXISTING AND/OR NEW CONSTRUCTION. \ C. PROVIDE NEW FLOORING&BASE. D. REPAINT ENTIRE SUITE. #.;00, <°4.",, 1..11\ 40,2D 4140 N,:lien c,mil> %/10 ' a z 113 T4 STAFF RM 0°°°... \1 ,!1 �� OFFICE ��pi � 109 • ito„ OFFICE '�' LVP-� ,. foa LVP-, %PPP 1 ITMPI �la 041 p c°`� CONSULTANT: \\ / LVP-1 Gl�' ' UNISEX >� 0(rn') STOR. 112 11 f P-2 EXp 8 P-2M EXA 8 P-2 S4CONC OFFICE OFFICE LVP-t ff0 1P) 107 LVP-1 LVP-1 �s T L�_� � t J gyp)f— T/ 106 `irT �— �P) P) _ _.:71. _ _I \ 1� � � 111- I 125 SCONC LVP HALL PROCEDURE RM LIOCEDURE RM LAB fl'�'P) 114 129 124 di --) OFFICE RECEPTION P-2 P-2 r L_ J` 105 11 / 1 �� LVP-i LVP-1 \ 41) 102 0 Pill \41.0011P' HALL (TYP) O gyp)103 i i FINISH LEGEND EXAM0 MA STATIONS11 LVP-1 FJG117 4M130 123 II SEALED CONCRETE SCONC-1 150 GRIT GRIND AND SEAL,MAXIMUM AGGREGATE EXPOSURE {TVP) P-2 Ilk `� P-2 \\ WAITING IFP� al4 LUXURY VINYL PLANK 101 ,� ' - LVP-1 ARMSTRONG PARALLEL 20 J6226 LA CRESCENTA SCONC>I<EXIS NG BASE SCONC B-1 4„RUBBER BASE,TO BE SELECTED V B-2 6 WOOD BASE,PAINT GRADE WHITE A FISH TANK LVP-1 LVP-1IFLVP-1LVP-1Vi LVP-� PAINT (TYP) I, , VP-f (r ) ' I, � fr�P) (n'P) ill LVP-1(TYP-1 (MAIN)MILLER, ICE DREAM 0032 ' EXAM P> EXAM EXAMXi7 EXAM EXAM EXAM PEXAM P-2 (ACCENT}MILLER,FIREPLACE MANTEL 0569 SCONC 115 11& 118 119 120 121 122 PLASTIC LAMINATE z PL-1 (VERTICALS) WILSONART,DESIGNER WHITE D354-60 • • PL-2 (HORIZONTALS) WILSONART,SLATE GRAY D91-60 1...m, ow= , , _- t=...,..,..-.......,,,,,..... , i PROJECT NUMBER: 217389 PI QUARTZ QS-1 TO BE SELECTED Bridgeport Family • LEGEND Medicine T.l. 0 PAINTED ACCENT WALL Fanno Creek Bldg. B 16083 SW Upper Boones CPT SCONC Ferry Rd., Suite 130 + itio IV >< FLOOR TRANSITION Tigard, Oregon 97224 1. FINISH FLOOR PLAN \411411111U , SCALE: 118 11-0" SHEET TITLE: Finish Floor Plan ri05 E 0 d DRAWN BY: PMK DATE ISSUED: LL PERMIT SET 05.02.18 m ccb C O d . . SHEET: 2 0 3 ii LRS Architects,Inc.®2018 N - a N d Laut ARCHITECTS GENERAL NOTES 720 NW Davis 503.221.1121 A. REFER TO SHEET A100 FORA COMPLETE LIST OF GENERAL NOTES. Suite 300 503 221.2077 0 `.i", gifilik ,/ B. CEILING CONFIGURATION TO REMAIN UNLESS OTHERWISE NOTED. Portland OR 97209 www.lrsarchitects.com C. ALL ELECTRICAL WORK IS DESIGN BUILD-EXISTING LIGHT FIXTURES SHOWN �/ FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO ARCHITECT. • / X D. ALL MECHANICAL WORK IS DESIGN BUILD-EXISTING DIFFUSERS SHOWN FOR 401) k REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY va DISCREPANCIES TO ARCHITECT. ' iliffILA \Al I ri III zdeadi ll, a al 'Farrilia "" * 11111 • .,"4114 4) % OW OF PP'I III II 1 �i 4; I E L IIIeXIII I IN 8 1111 0 CONSULTANT: 11111111111111 PI 1101111111 , lc 1 ,III_ I r - - I 19 � P ' IiII 1 ___, 1.11111111maim I Ixk5 III I ■ KEYNOTES � 11 - P7-..-:-_ , --_-_-.0. miiii /� IFill. I I 1 •• I 0 REMOVE PORTION OF EXISTING SUSPENDED CEILING SYSTEM AND LIGHTS. __ 0 ow. 1 • • I I (Pr ( RELOCATE SPRINKLERS AND HVAC AS REQUIRED. ,,__ ________L_ =__ , = limpprir- . I , i , Npri- . . n .. n 111111 Ix • IX 111/11/111 • • i I I fol II iI / • L. 1111111/11, \\\ IX I ►1 lol '0' H / ---, — — I. • ii • 7 • i :4 _ II / • I / Il n x XI IXI i �� IX IX I II y L.A 11 1\ ► 11 K. 7 — — II IXI �'_� - -- -- =�J 0 II I u • e / I i ' PI/ ,\ LI , • • z_ • T • G LEGEND EXISTING 2X4 ACOUSTICAL SUSPENDED CEILING XEXISTING HVAC SUPPLY PROJECT NUMBER: 217389 EXISTING HVAC RETURN \ EXISTING BUILDING STANDARD LIGHT FIXTURE Bridgeport Family Medicine El. x EXISTING LIGHT FIXTURE TO BE REMOVED OR RELOCATED Fanno Creek Bldg. B I 0 o I EXISTING SUSPENDED FLUORESCENT LIGHT FIXTURE 16083 SW Upper Boones 0 0+ EXIT SIGNS(W/INTEGRAL ARROW WHERE OCCURS) Ferry Rd., Suite 130 +s) Tigard, Oregon 97224 • EXISTING SPRINKLER 1. REFLECTED CEILING DEMOLITION PLAN SCALE 1/8"= 11-0" +8'-10 CEILING HEIGHT AFF SHEET TITLE: E. ' Reflected Ceiling Demolition Plan ci4 N N O M . DRAWN BY; PMK .a DATE ISSUED: PERMIT SET 05.02.18 a v m . a C N O a a 2 SHEET: A2O4 vig LRS Architects,Inc.0 2018 N W m , I...FS GENERAL GENERAL NO TEa7 720 NW Davis 503.221.1121 A. REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES. Suite 300 503 221.2077 ❑ • Portland OR 97209 www.Irsarchitects.com ��, �► B. ALL ELECTRICAL WORK IS DESIGN BUILD-EXISTING&NEW LIGHT FIXTURES ,,,,-,..-----1(-4-1 � SHOWN FOR REFERENCE ONLY.SUBMIT ELECTRICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN&RESTORE ALL LIGHTS TO WORKING ORDER PRIOR TO JOB COMPLETION. C. ALL MECHANICAL WORK IS DESIGN BUILD-EXISTING&NEW DIFFUSERS ,.jai& SHOWN FOR REFERENCE ONLY.SUBMIT MECHANICAL PLANS TO ARCHITECT J FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN ALL DIFFUSERS PRIOR TO JOB " ` ,.. 1111111/1 111/11k COMPLETION. veimileh E 101111 iL11II!1IUk 1 .12155 _.61*II411 F. REPLACE ALL DAMAGED CEILING TILES&GRID TO MATCH EXISTING BUILDING �� i. � STANDARD. OF W- ,/.1.4 ii'�,, 4. /� / -:4§10':15-.,. h• i � 1®■ II • G. WHERE NEW LIGHTS ARE ADDED-MATCH EXISTING BUILDING STANDARD TYPE vriiiiiirmiv.:.c:‘::::40AND FINISH. vii.iiiw II 110411 „, mom CONSULTANT: ; `ik'iII!i ! iIlI 1 • It loll ,,,,, :; . „7, w, 5'AillpipArdkvitilaillir .11. mur ... h°< .: rill 1 / . /MI II 11/1111_ mr_.____,..,in 1 1pr-- N ' ' golomompairmilmmilin ,c .11Plow- N • !PI% fl s KEYNOTES 00 N IlI[ !!!!tLu.___N — �� 1O PROVIDE POWER FOR TENANT PROVIDED SIGNAGE.COORDINATE 11111111111 ' 1111111:11.11 LOCATION WITH TENANT. • • Q S2 OF PROVIDE 3H BATT IN INSULATION ROOMS ABOVE CEILING PROCEDURE ROOMS. 4O OUT ON EITHER SIDE r ,'1���,S�■� 111111111111111111111111111111111111111111111111111111111. NMAND I\ 65 I •■MElmo "� �►"-1Fig� �■111 g II VA��I■ • L/ MATCH EXl5T1NG. SEE A1E01 FOR ORE1 N ORMATIOND. 2X4 LIGHTS TO \ ' .1cN 1°11111 Willi r .11111111EME 4 PROVIDE NEW OR RELOCATED BUILDING STANDARD EXIT SIGN TO MATCH O EXISTING. O®N I ■,�I • 1113111111.111® . II� ui PROVIDEFRAMED BOARD f� NEW GYPSUM CEILING,VANITY LIGHT FIXTURE at����+� , I I ��, _ -,1� —< 1 1 \__I AND EXHAUST FAN CENTERED IN ROOM. 0 PROJECT NUMBER: 217389 LEGEND Bridgeport Family Medicine EL NEW GYPSUM BOARD FRAMED CEILING (SEE DETAIL 3/A303) Fanno Creek Bldg. B tml EXISTING 2X4 ACOUSTICAL SUSPENDED CEILING 16083 SW upper Boones Ferry Rd., Suite 130 +Apr\ X EXISTING HVAC SUPPLY Tigard, Oregon 97224 1. REFLECTED CEILING PLANVii / EXISTING HVAC RETURN SCALE: 118”= 1=0" EXISTING BUILDING STANDARD LIGHT FIXTURE PROVIDE NEW OR RELOCATED BUILDING STANDARD 2x4 LIGHT FIXTURE NEW WILLISTON FORGE,SUZAN 1-LIGHT GLOBE PENDANT LIGHT FIXTURE(WLFR4845) 0 NEW TRENT AUSTIN, BEDFORD 1-LIGHT MINI PENDANT LIGHT FIXTURE(TADN6875) 4 9 NEW VANITY LIGHT FIXTURE 0 ®+ EXIT SIGNS(W/INTEGRAL ARROW WHERE OCCURS) Q NEW EXHAUST FAN • EXISTING SPRINKLER •N NEW SPRINKLER SHEET TITLE: milReflected CEILING HEIGHT AFF Reflected co Ceiling Plan 0 N C - - N 2 DRAWN BY: PMK DATE ISSUED: r I PERMIT SET 05.02.18 0 cLm m 0ry b - m 0 3 A2O5 SHEET: En LRS Architects.Inc 0 2018 m N N j • 03md _ Lyons ARCHITECTS 5 6 WALL MOUNT LIGHT FIXTURE \A 2 A302 720 NW Davis 503.221.1121 © / 10'-0" / 2'-11 7/8" / 24"x 48"MIRROR STAFF RM. 4 EQ.CABINETS Suite 300 503 221.2077 D A301 113 ♦ Portland OR 97209 www.lrsarchitects.com 1 TRF1E ^^ I I CLR VERTICAL 1_ - - -Q -a-- -I ---- -�- - �. .- _ 77--- j 'ti- SURFACES, L J 1 ow I - _ / \ / \ / \ PL-2 GRAB BAR /_ M IGR _ n /\ / 4013 1`- ` -L / (NIC) \1/ \ /- 1r/ I-1 A 1 A / 1 MCHEILE C.SOW " a B A301 - - � _ _ i I\_.. .OMMOIMREI Ani ILI 11-0771- N'. 1 (NIC) �. f UNI-SEX RR. b / \ OW </ \\ r1� � Weial 3fORTIAND, I . ::.. 112 \ N `�= ' /��� j I �� ADA COMPLIANT SINK .� �►_i`'l —Nc \ \ U AND FAUCET; PROVIDE ti I i TOILET PAPER OF Oe HEAT WRAP AT BASE, B-1 HORIZONTAL EXPOSED PIPES ALL DISPENSER $ SURFACES, PL-1 6"CONTINUOUS COVE SEAT COVER A302 A302 DISPENSER BASE,TYPICAL 7'-0112" E / 2'-0" / 3'-O" / EQ. CONSULTANT: A B 1. ENLARGED FLOOR PLAN 2. STAFF ROOM 113 3. UNISEX RESTROOM 112 SCALE: 1/4"= 1'--0" SCALE: 1/4"= 1-0" SCALE: 1/4"= 1'-0" 10 0"' RECEPTION \\ „'- \\ o, \\ HORIZONTAL Z:,, HORIZONTAL HORIZONTAL SURFACES, A * SURFACES, PL-1 HORIZONTAL SURFACES, PL-1 QS-1 5 N ♦ 1 �/ SURFACES, ► PROVIDE 112" A301 14kNEMINNIG .H QS-1 WZ REVEAL(COLOR T i ' TBS) --= &?N LALIGN� VERTICAL "' 1 VERTICAL B SURFACES, ` SURFACES, ♦ ♦ PL-2 PL-2 © 9 BASE,B-2 9 BASE, B-2 PROJECT NUMBER: 217389 A301 3.-2" ' A302 A302I 3'-0" _SEEN @ ANGLE 7'-2" / CLR / SEEN(a ANGLE / Bridgeport Family Medicine EL A B Fenno Creek Bldg. B 16083 SW Upper Boones 4. ENLARGED FLOOR PLAN 5. RECEPTION 102 Ferry Rd., Suite 130 SCALE: 1/4"= 1-0" SCALE: 1/4"= 1'--0" Tigard, Oregon 97224 7'-5 1/4" 9'-6" / 1��„ /1 i_6,, 0 / \F 7 - - - rid- - - -I / 1 UNI-S11 1 z < BI 4 I / WALL MOUNT LIGHT FIXTURE I A --8.\--\t—/— � -J LAB 0 � A30� 124 24"x 48"MIRROR 1-- —1 B I I ---- -4,_,L9 j lor 15`-3 718" / .♦ �r4 A CT _ _1``�. A302 I U C I � ' GRAB BA-. -nr - 1— J�I! , ,I� i OPEN L� �� `� _� , _� El ♦ SFIEEI"TITLE: Enlarged Floor Plans i _ S S - IIkr -7 MA STATIONS t HORIZONTAL �.I' & Interior Elevations o CO 123 Q I m I \ SURFACE, PL-1 �� I , LI �� ADA COMPLIANT SINK 0 4 -=)) � A301 L� - ; - - - VERTICAL AND FAUCET; PROVIDE ,�' tI1 SURFACES, PL-2 TOILET PAPER HEAT WRAP AT ALL �11� BASE, B-1 DISPENSER EXPOSED PIPES _ -r-_- °' A�O� SEAT COVER 6"CONTINUOUS COVE v �� __:,1-. � �� �� � �� 2'-0" 9'-0 314" / 2'-0".._/ DISPENSER BASE,TYPICAL INIMMEN I I ! I ! • �, _, �, - DRAWN BY: EMA DATE ISSUED: I 14` 0, ��LL J1— A B PERMIT SET 05.02.18 z Jr m 24'-0114" / m m +(S) r 6. ENLARGED FLOOR PLAN 7. MA WORKSTATION 8. UNISEX RESTROOM 2 a SCALE: 1/4"= 1'-0" SCALE: 1/4"= i-0" SCALE: 1/4"= 1'-0" LA301 SHEET: LRS Architects,Inc.0 2018 O. r°9i N N 0 c co d y 3'_0„ f 31-0" f T ARCHITECTS \ 6 4 T o 720 NW Davis 503.221.1121 Suite 300 503 221.2077 D A302 °O ` a° Portland OR 97209 www.lrsarchitects.com 81-0" / / /3 EQUAL CABINETS / 9,-0„ / 4 ` 3 EQUAL CABINETS I \ / •M \ / ♦ 7\ /\ ♦ /� /\ /� �► ♦ , to \ / _ K.-../--::"\/1:/----- \ / \ / \'7\ _ / N / \ / \ F d SINGLE OPENING �y `� eq IA \ / q - = X = - X = q <-1 — IX- FLUSHPANEL\ / ' / \ / \ \ \�/ \�/ -___ �C.SWUT ' ONII _♦ Q o i� HORIZONTAL - NOTES: NOTES: " 4 !/ �j 4 SURFACES,PL 1 "� ,/ \ rim-' N VERTICAL N iM 1. ALL NEW DOORS TO BE SOLID CORE WOOD(TYPE F)TO MATCH EXISTING BUILDING STANDARD 1, ALL NEW FRAMES TO BE TIMELY' (ALUMATONE}UNLESS OTHERWISE NOTED. Set • IL_i �� I t "' DOOR TYPE AND FINISH(PREMIUM FACE,A-GRADE, MAPLE,PLAIN SLICED WITH MATCHING END ' ':`'/ \ ♦ 1 _ SURFACES, ♦ _ _ 1� �n��� VERTICAL GRAIN AND CLEAR CATALYZED LACQUER FINISH),UNLESS OTHERWISE NOTED. ♦'/ \ _ �� PL-2 _ -� SURFACES,q o r I I � ~� o / `: / `. U.G. I� � �1 \ = =� �^ _ HORIZONTAL — ->(— _ _ .. REF BASE, B-1 I 8 110` PL-22. PROVIDE NEW ADA LEVER STYLE DOOR HARDWARE TO MATCH EXCSTING LL GE'ND'SERIES, C �."' �.\ Nom/ �� SURFACES,PL-1 i� � i ��i {NIG) ' IA 02 �• � / OMEGA. PASSAGE LEVER LATCH,3 BB HINGES,STOP AND SILENCERS. ALL FINISHES#626 SATIN / \ N ♦ --- 1'""'~--BASE,B-1 ♦ I CHROME). SPECIMEN 7 12 3'-0" III 1'-17/8" 4'-1 114" 2'-5 3/4" L14J. PASS-THRU A302 A302 3. PROVIDE LOCKS AT ALL OFFICES, LAB AND IT CLOSET. 2,q)„ 3'-0„ 2'_0„ 6'-5„ 2'-1„ / I 2 EQUAL CABINETS I I 4. PROVIDE OCCUPANCY INDICATOR LOCK AT UNISEX RESTROOM. CONSULTANT: 5. PROVIDE STAINLESS STEEL COAT HOOK ON BACK OF DOORS IN ALL EXAM ROOMS,PROCEDURE A B C ROOM,OFFICES AND LAB. 6. ALL DOORS TO BE TYPE"F"UNLESS OTHERWISE NOTED. 1. LAB 2. PROCEDURE ROOM (TYPICAL) 3. DOOR TYPES 4. DOOR FRAMES & RELITE TYPES SCALE: 1/4"= 1-0" SCALE: 1/4"= V-10" SCALE: 1/4"= 1-0" SCALE: 1/4"= 1'-0„ / 2'-1"U.O.N. / CLEAR SILICONE CAULK AT SEAM CLEAR SILICONE CAULK AT SEAM(EYP) 2'-1"U.O.N. 7 (TYP) CONTINUOUS CONTINUOUS CHROME ACCESSIBLE COUNTERTOP AS SCHEDULED.SEE 2/A303 FRENCH CLEAT FRENCH CLEAT FOR PLASTIC LAMINATE. 6.5'DEEP ADA COMPLIANT GOOSENECK FAUCET i 1,-0"U.O.N. 1'-0"U.O.N. STAINLESS STEEL KITCHEN SINK, PLASTIC LAMINATE AT ALL EXPOSED& PLASTIC LAMINATE AT 1„ 1" UNLESS OTHERWISE NOTED N. SEMI-EXPOSED SURFACES OVER 3/4 ALL EXPOSED& $♦ - / ♦ / SUBSTRATE;SELF EDGE ♦ SEMI-EXPOSED ; kr /� 7-1 COUNTERTOPASSCHEDULED.SURFACES OVER 3/4" MADE W/EXTERIOR GLUE. SEE 2/ ♦ xr , I 6"DRAWER ` i `j —1 N A303 FOR PLASTIC LAMINATE. • WHITE INTERIOR wi • • SUBSTRATE;SELF i �; ADJUSTABLE SHELVES(TYP) EDGE a, • s L 4"WIRE PULLS,BRUSHED f ALUMINUM(TYP) • • 4"WIRE PULLS, BRUSHED I • ° PLASTIC LAMINATE AT ALL ALUMINUM • 4"WIRE PULLS,BRUSHED _ • WHITE INTERIOR w/ a • SEMI-EXPOSED SURFACES OVER PLASTIC LAMINATE OVER 3/4" ADJUSTABLE 3/4"SUBSTRATE;SELF EDGE M ♦ ALUMINUM{EYP} M ¢ v SUBSTRATE REMOVABLE BASE SHELVES{EYP} �;, } WHITE INTERIOR w/ADJUSTABLE �:, CABINET DOORS W/ FULLY PROJECT NUMBER: 217389 PLASTIC LAMINATE AT ALL EXPOSED& BLACK HEAT • r 1 SEMI-EXPOSED SURFACES OVER 3/4" I • SHELVES(EYP) PROOF WRAP CONCEALED EUROPEAN HINGE & t'? � SUBSTRATE;SELF EDGEQUICK SNAP OFF CAPABILITY _ • BASE AS SPECIFIED; REFER TO @EXPOSED �? WHITE INTERIOR(EYP) Bridgeport Family PROVIDE DEDICATED OUTLET ' 4"WIRE PULLS, _ ELEVATION PIPING N _ - BRUSHED I OPEN TO WALL;NO BACK ALUMINUM(TYP) ` �- � RUBBER BASE Medicine ine' T.I. ♦ `±.... VERIFY SIZE OF MICROWAVE WITH TENANT ♦ J T.O._ FIN. FLR Z . F ;.T T.O. FIN. \ I t /3"/ Fanno Creek Bldg. B PRIOR TO CONSTRUCTION T 1-6 jr UNDERCUT NEDAERC TE Y 1/4"FOR FLOOR 76483 SW Upper Boones I ,, CONTINUE FLOOR FINISH UNDER Ferry Rd., Suite 130 CABINET AT SINK,SEE FLOOR PLAN Tigard, Oregon 97224 5. MICROWAVE CABINET SECTION 6. TYPICAL UPPER CABINET 7, LOWER CABINET W/ DOOR 8. TYPICAL LOWER CABINET w/ SINK SCALE: 1"= 1-0" SCALE: 1"= 1-0" SCALE: V'= 1-0" SCALE: 1"= 1-0" / 11_0„ / I 2-1" / / 1,-0„ / PLASTIC LAMINATE AT ALL EXPOSED CLEAR SILICONE CAULK AT SEAM(TYP) SOLID SURFACE TRANSACTION COUNTER, -CLEAR SILICONE CAULK AT SEA:(7Y30P3: OVER 3/4"SUBSTRATE SURFACES&EDGES(2/A303)OVER 3/4" PLASTIC LAMINATE COUNTERTOP&SPLASH PLASTIC LAMINATE AT ALL EXPOSED PLASTIC LAMINATE COUNTERTSPLASHATALLSUBSTRATE ATALL EXPOSEDSURFACES&EDGES(21A303} SURFACES&EDGES 2/A303)OVER 3/4" EXPOSEDSURFACES&EDGES OVER 3/4" OVER 3/4"SUBSTRATE '�- ( SUBSTRATE � 1 -r r I SUBSTRATE / 1 I.. -1 'X' • - - k1� kr „ _ 1 1/2" \3/4 v 1 4"WIRE PULLS,BRUSHED x� i-��1 ♦ . ALUMINUM(EYP) jr- i 3-5/8"20 GA.MTL - _» ' , _„ 3-5/8"20 GA.MTL STUDS @ 24"O.C. ..,, — ♦ I - - - STUDS @ 24"O.C. ,� • SHEET TITLE: WITH 5/8"GYP.BD. II. "—��� WITH 5/8"GYP. BD. x1 �'- EACH SIDE;PROVIDE r N �. EACH SIDE;PROVIDE r U.C. REF(NIC) VERTICAL SURFACE, - PAINT Interior Elevations, PL-2 _ 2"GROMMET;LOCATIONS _ PLASTIC LAMINATE AT ALL2"GROMMET;LOCATIONS Door Schedule, 5 `_4 TBD IN FIELD '9.1 TBD IN FIELD �, - SEMI-EXPOSED SURFACES OVER i,, b 0 3/4"SUBSTRATE;SELF EDGE & _ -- STEEL ANGLE SUPPORT AS " Interior Details 1/2"REVEAL STEEL ANGLE SUPPORT AS N WHITE INTERIOR w/ADJUSTABLE m REQ'D;PAINT ANY EXPOSED N - ` - - - - - -_ - SHELVES(EYP} REQ'D;PAINT ANY EXPOSED 1 BRACKET TO MATCH WALL }� - L BRACKET TO MATCH WALL BASE AS SPECIFIED(TYP) L COLOR BASE AS SPECIFIED(EYP) 0 BASE AS SPECIFIED; REFER �; BASE AS SPECIFIED; REFER ,` Y DRAWN BY: EMA a Zc'D TO ELEVATION ♦ TO ELEVATION � �� DATE ISSUED: #T.O.FIN.FLR ''.-i 1 z ♦ ♦ Ni $T.0 FIN.FLR \ \ PERMIT SET 05.02.18 T.O. FIN. FLR LL 3„ d b W 9. RECEPTION DESK 10. DRAWER BASE 11. MA WORKS TA TION DESK 12. UNDER CABINET REFI CERA TOR E SCALE: 1"= 1-0" SCALE: 1"= 1-0" SCALE: 1"= 1-0" SCALE: 1"= 1-0" co 1 - c o g A3O2 a rf SHEET: n LRS Architects,Inc.0 2018 k8. ,_ • m 2 ,.. LI r=rS 2'-1" / / HANGWIRE©4'-0"O.C.MAX ARCHITECTS 18 GA.DEFLECTION CHANNEL SECURE TO METAL DECK W1 720 NW Davis 503.221.1121 1/4"DIA.X 1-1/2"POWER COLOR CAULK TO BACKER RODS Suite 300 503 221.2077 D ACTUATED DRIVEPINS INTO 1 1/2"16 GA(150U50-54) AND CLEAR SEALANT CONCETE FILLED FLUTES @ 18" MATCH FINISH U-CHANNEL BRIDGING EXISTING WINDOW MULLION Portland OR 97209 www.irsarchitects.com I O.C. OR#8 S.M.S INTO METAL @ MIDSPAN PROVIDE CORNER BEAD ,,,r BLEVATI ASH WHERE DECK @ 18"O.C. PROVIDE FOR CONTINUE i 3/4"DEFLECTION. OCCURS,SEE &PAINT ON WINDOW SILL BELOW ® SIDE OF WALL END, Z/ GYP.BD.TO ELEVATIONS TYPICAL CEILING 4, SILICONE BEAD @ WET ,,//"` 4' ° SEE RCP LOCATIONS ,/' 1NCEILING SYSTEM AS SPECIFIED WHERE OCCURS va. (REFER TO ;� 4 Er.] 11C113.11 C.SINE RCP) 11111111.1111110)11111°. 1111.°:411 Alb+ ` ` -tv 4 AP 1t 35/8"25 GA(362S125-18)MTL L ____A • � , r `1,14%,,, , STUDS @ 24"O.C.WITH 518" GYP. LAMINATE FINISH,EASE . >� �' {} {} , GLAZING BD.EACH SIDE. EXTEND MTL EXPOSED EDGES % STUDS AND GYP.BD. FULL HEIGHT PARTITION TYPE AS • X71 TO UNDERSIDE OF STRUCTURE CEILING JOISTS AS FOLLOWS: 4 ABOVE. PROVIDE 3"SOUND SPAN JOISTS SCHEDULED ATTENUATION BATT INSULATION 10'-11" 3625162-33 @ 24"O.C. ►phi, FRICTION FIT IN STUD(SEE NOTE 13'-0" 3625137-33 @ 24"O.C. 1 BELOW FOR MORE INFORMATION). .-- CABINET BELOW 15'-9" 3625137-33 @ 16"O.C. POWDER DRIVEN : 17'-4" 3625137-33 @ 12"O.C. CENTER OF MULLIION TO - ANCHOR AT 2'-0"O.C. �� 19'-7" 4005162-33 @ 12"O.C. 4 ALIGN WITH CENTER OF THRU MTL.STUD . ' BASE ON BOTH SIDES AS PARTITION •�i SPECIFIED CONSULTANT: • TRACK,UON F� 5/8"GYP.BD.SCREWED TO �� JOIST BOTTOM FLANGE 1/4" :::: 2 :: • Ila I EXISTING SLAB MIN. PENETRATION NOTE: FOR WALLS 13'-6"ABOVE FINISHED FLOOR(AFF)BUT LESS THAN 16-1"AFF,PROVIDE 3-5/8"20 GA - (362S200-33)STRUCTURAL MTL STUDS WITH 2"FLANGE AT 24"O.C. FOR WALLS OVER 25'-0"AFF,PROVIDE 6"18 GA . (6005162-43)MTL STUDS AT 16"O.C. FOR OTHER CONDITIONS,VERIFY WITH ARCHITECT PRIOR TO CONSTRUCTION. 1. FULL HEIGHT PARTITION 2. PLASTIC LAMINATE COUNTERTOP 3. FRAMED CEILING DETAIL 4. WALL TO MULLION DETAIL SCALE 1/2"= 1'-0" SCALE 1-1/2"= 1=0" SCALE: 3"= 1=0" SCALE 3"= 1=0" PROVIDE(2)#8 SHEET METAL SCREWS AT EA.BRACE ATTACHMENT TO STRUCTURAL 20 GA.3 5/8"STUD BRACING TO } — MEMBER TYP. STRUCTURE @ 8'-0"O.C. //,.,`';/ //ijPROVIDE 2"X 1/8"LIGHT&SOUNDSEALING GASKET CONTINUOUS BETWEEN WALL&CEILING oA A 0° . II / /(E)ALUMINUM PANEL / // d _ VERIFY HEIGHT I / PROVIDE(2)FASTENERS @ EA. •• '// 0 / \ 0 BRACE STUD CONNECTION TO TOP • 0 • OF WALL STUD (E) / \ 0 CURTAIN • • WALL /0 0 \ 3-5/8"25 GA.(3625125-18)MTL • / PROJECT NUMBER 217389 STUDS @ 24"O.C.WITH 5/8"GYP. • \ / BD.EACH SIDE. PROVIDE 3"SOUND — r ATTENUATION BATT INSULATION �I I d sport Famil FRICTION FIT IN STUD SPACE AND / / Ill g y ACOUSTIC SEALANT @ CEILING �•, \� GRID. Medicine El.�� � POWDER DRIVEN ANCHOR STUD TRnCK uonIMTL. Fanno Creek Bldg. B BASE ON BOTH SIDES AS --(N)EXHAUST i SPECIFIED •i LOUVER-SEE (N)SUITE ENTRY DOORS- 16083 SW Upper Boones 4 MECHANICAL MATCH EXISTING 1.61 EXISTING SLAB CURTAIN WALL IN STYLE& (N)CURTAIN WALL (N)CURTAIN WALL Ferry Rd, Suite 1. Q FINISH TO MATCH EXISTING TO MATCH EXISTING Tigard, Oregon 97224 5. BUILDING STANDARD PARTITION 6. STOREFRONT ELEVATION SCALE: 1/2"= 1'-0" SCALE 1/4"= 1-0" SHEET TITLE: Interior Details & ca Interior Elevations Q aE a 0 DRAWN BY: EMA 6) DATE ISSUED: PERMIT SET 05.02.18 's n a a. 03 n_ o i coa m SHEET: 3 0 3 e LRS arcr,rrecrs,Inc.0 2018 .3 - -a