Loading...
Plans (9) BU P2018 - 00296 OFFICE COPY NEW HORIZON WELLNESS SERVICES TI LumnS ARCHITECTS 720 NW Davis 503.221.1121 t' Suite 300 503 221.2077 i TRIANGLE POINTE REcEivED Portland OR 97209 wwwirsarchitects.com OCT 2 4 2018 CITY OF TIGARD 0� �, BUILDING DIVISION �. , ail' MIME C.=MT " TIGARD, OR 97223 it _ t&iiiii i • %FORM 1 - ::.I kin, OF CONSTRUCTION SET 10. 24. 18 CONSULTANT: PROJECT DIRECTORY PROJECT SUMMARY DRAWING INDEX OWNER'S REP: I. GENERAL INFORMATION: V. EMERGENCY SYSTEM STANDARDS: EXTINGUISHER IN ACCORDANCE WITH CURRENT CODES. SHEET NAME Deacon Development LLC Ryan Schera: ryan.schera@deacon.com PROVIDE NEW FIRE EXTINGUISHER AT ALL EXISTING PROJECT NAME: NEW HORIZONS WELLNESS SERVICES CABINETS WHERE MISSING. ALL REUSED EXISTING FIRE A001 COVER SHEET 901 NE Glisan, Suite 210 Armand Milazzo: Armand.Milazzo@deacon.com PROJECT ADDRESS: 13333 SW 68TH PARKWAY SUITE 020 1. BUILDING IS FULLY SPRINKLERED (NFPA 13). MAKE EXTINGUISHERS ARE TO BE INSPECTED AND/OR Portland, Oregon 97232 TIGARD, OR 97223 CODE MINIMUM CORRECTIONS AS REQUIRED PER NEW RECHARGED, AS NECESSARY, JUST PRIOR TO A002 EGRESS PLAN Telephone (503)297-8791 MAP/TAX LOT: W262787 PLAN. SUBSTANTIAL COMPLETION. 2. IN BUILDINGS WITH EXISTING SMOKE DETECTORS: A100 GENERAL NOTES&STANDARD MOUNTING HEIGHTS II. APPLICABLE CODES: PROVIDE CODE MINIMUM CORRECTIONS AS REQUIRED. A101 SUSPENDED CEILING AND LIGHT INSTALLATION GUIDE& DETAILS SMOKE DETECTORS TO BE TIED TO THE BUILDING ARCHITECT: 2012 INTERNATIONAL BUILDING CODE (IBC) ALARM SYSTEM. A201 DEMOLITION AND FLOOR PLAN LRS Architects, Inc. Darcie McConnaha: dmcconnaha@Irsarchitects.com 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) 3. IN BUILDINGS EQUIPPED WITH AN EXISTING VISUAL A401 DEMOLITION REFLECTED CEILING PLAN& REFLECTED CEILING PLAN 720 NW Davis, Suite 300 2014 OREGON MECHANICAL SPECIALTY CODE(OMSC) STROBE SYSTEM:PROVIDE CODE MINIMUM 2014 OREGON FIRE CODE A701 DOOR SCHEDULE AND TYPES CORRECTIONS AS REQUIRED. IF A SYSTEM DOES NOT Portland, Oregon 97209 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE EXIST, DO NOT ADD ONE. A801 INTERIOR FINISH PLAN AND LEGEND Telephone(503)221-1121 (OE ) 4. PROVIDE EMERGENCY EGRESS LIGHTING FOR THE 2017 O 2017 OREGON PLUMBING SPECIALTY CODE (OPSC) A870 ELEVATIONS AND DETAILS EGRESS PATH IN ALL PUBLIC AND TENANT SPACES. 2017 OREGON ELECTRICAL SPECIALTY CODE (OESC) GENERAL CONTRACTOR: 2009 ANS!A117.1 MINIMUM INTENSITY SHALL NOT BE LESS THAN 1 A900 NEW CORRIDOR DEMOLITION & FLOOR PLANS FOOTCANDLE AT FLOOR LEVEL ALONG THE ENTIRE Deacon Construction LLC Jarrod Fogle: jarrod.fogle@deacon.com III. BUILDING STANDARDS: LENGTH OF THE PATH. CONNECT TO BUILDING A901 NEW CORRIDOR REFLECTED CEILING PLAN 901 NE Glisan, Suite 210 ELECTRICAL SYSTEM. Portland, Oregon 97232 BUILDING TYPE: TYPE II-A 5. PROVIDE EXIT SIGNAGE. EXIT SIGNAGE SHALL BE Telephone (503)297-8791 BUILDING OCCUPANCY.- B CONNECTED TO BUILDING POWER SUPPLY WITH UNDER SEPARATE PERMIT TOTAL BUILDING FLOOR RENTABLE AREA: +/-22,898 S.F. BATTERY BACK-UP FOR MIN 1-1/2 HOUR DURATION. AREA OF WORK: 6. PROVIDE CODE MINIMUM FIRE ALARM CONNECTIONS AS ELECTRICAL SYSTEMS LOW VOLTAGE SYSTEMS TENANT AREA: +/-6,009 R.S.F. REQUIRED. TOTAL TENANT OCCUPANT LOAD: 88 7. SURVEY EXISTING CONDITIONS OF ENTIRE FLOOR THAT MECHANICAL SYSTEMS SPRINKLER SYSTEMS IV. ADA ACCESSIBILITY UPGRADES: PROJECT OCCURS, AND PROVIDE NOT LESS THAN ONE PLUMBING SYSTEMS EGRESS LIGHTING APPROVED FIRE EXTINGUISHER WITH RATING OF NOT 1. BUILDING HAS BEEN UPGRADED ACCORDING TO THE LESS THAN 2A 108/C FOR EACH 1,500 S.F. OF FLOOR ACCESSIBILITY UPGRADES LIST AS OUTLINED IN OSSC AREA OR FRACTION THEREOF. TRAVEL DISTANCE TO PROJECT NUMBER: 218307 3411. AN EXTINGUISHER FROM ANY PORTION OF THE BUILDING SHALL NOT EXCEED 75 FEET. PROVIDE FIRE New Horizons PLUMBING FIXTURE COUNT REQUIREMENTS (PER TABLE 2902.1) Wellness Services TI OFFICE COPY Triangle Pointe WATER CLOSETS LAVATORIES DRINKING g LEVEL OCCUPANCY FIXTURES FOUNTAINS 13333 SW 68th Parkway Q REQUIRED 2 2 2 2 2 Suite 020 GROUND U PROVIDED 5 4 3 3 EXISTING Tigard, Oregon 97223 NOTE: PLUS ONE ENSUITE RESTROOM TO REMAIN AS IS AND BE USED AS A UNISEX RESTROOM FOR THE TENANT ONLY WITH AN OCCUPANCY INDICATOR AT DOOR. CITY OF TIGARD GENERAL NOTES REVI D FOR CODE COMPLIANCE THE SITE PLAN AND SUITE LOCATION PLAN ARE FOR REFERENCE ONLY. SEE ALL OTHER PLAN SHEETS FOR CONTRACT DOCUMENT INFORMATION. A roved I �kla I THE PROJECT SUMMARY IDENTIFIES SOME SPECIFIC OSSC REQUIREMENTS BUT IS NOT INTENDED TO LIST ALL OSSC REQUIREMENTS. APProved: 1 d OTC: TRIANGLE POINT ! I� Permit#� ��� �/ /ff �[[�'� � university of Phoenixill 1 ;j Address: 1'3"� '�_� A..1 1( N^f 1 II A' Oregon Campus \� �= suite#: ,_O u ��%►`�• Date: J . , ._ 4 1. ____\___ _ :,.. . _ ' Tc O 46,,O 400„ .• g - ,. .:• , i , I . .... • ,, i ...... \ \..,., ., 46 "%:;,-:.,„44 y� roi.i.i i'w R 1 -. . 4----,,N,' , - N. It SW 6111hPkwy \ • ` �,,� t /,( . - , SHEET TITLE: qq 9 �%/ 8 f f J 1 ` 7..... -;>'--- \any r III/1,4 /r.• � usl , , .r. . / Cover Sheet , � `, i, � ln�Nl9 ,� watt .. i q a I�Q 4��i 1�4• �✓ " z' } ► / - GD 0 # N. , ,,, %,,,' /-fel __ / y,,.� r ff A. i%�•'A AREA OF WORK Ns 04 E NiL - \ �\ `<%.5. i - Vili i' — / ��j 1 6c—fITh // %�� / DRAWN BY: KDC \ fes ,,, , ,\, ' �'�� '/•f., 1 kr r .or . DATE ISSUED: N -SPIN \ � � i�.� 1�`>'5• II /%/rl�� %/ — �//4� � / y L� .r % ��/// .! PERMIT SET 08.27.18 A REVISION 1 09.04.18 N �l N © REVISION 2 09.10.18 A REVISION 3 10.03.18 ri 1. VICINITY MAP (I) (1.11) A0010 2. SITE PLAN 3. SUITE LOCATION a SCALE: NOT TO SCALE SCALE. NOT TO SCALE SCALE: NOT TO SCALE v 1 0 SHEET: E CITY OF TIGARD LRSAn;hitects,inc.ID 2018 Approved by Planning Date: 10-1`1-Iy Initials: SC LnS ARCHITECTS 720 NW Davis 503.221.1121 Suite 300 503 221.2077 D Portland OR 97209 www.Irsarchitects.com 4 rz,t01111E WRIT ' 4.1(Allaci-- • % 61165d; 4F j 11 E(64) B CODE SUMMARY (SEE EGRESS PLAN ON THIS SHEET) CONSULTANT: oilc OCCUPANCY OCCUPANT LOAD PER SECTION 1004 I 298 SF 115 OCCUPANCY SQUARE FEET LOAD FACTOR OCC. LOAD 20 OCC r — — — — 2 CCC B 6,009 15,50,100 88 324SF/15 I 22 OCC I I AN REQUIRED EXITS PER SECTION 1015 Y I ' OCCUPANCY SPRINKLERED REQUIRED PROPOSED P I' —k B Y 2 2 I ■❑ — �� P. MINIMUM DISTANCE ALLOWED BETWEEN EXITS PER 1015.2.1 r (i)I 2 OCC 1 OCC OCCUPANCY SPRINKLERED REQUIRED PROPOSED B Y 33'-6" 75'-2" or ;1 EXIT ACCESS TRAVEL DISTANCE FROM MOST REMOTE POINT PER re, TABLE 1016.2 4 OCC1 OCC OCCUPANCY SPRINKLERED REQUIRED PROPOSED 587 SF 150 r B Y 300'MAX 84'-0" 12 OCC )'O COMMON PATH TRAVEL COMMON PATH TRAVEL DISTANCE FROM MOST REMOTE POINT 1. �— �- — — �__ °��O ey BEFORE 2 WAYS PROVIDED PER TABLE 1014.3 DISTANCE:47'-8"/84'-0" 13, Gb 4,, OCCUPANCY SPRINKLERED REQUIRED PROPOSED 1 OCC B Y 100'MAX 4P-8" :Amy 10CC 1OCC PROJECT NUMBER: 218307 1 1 m 1 I-—-1 (7 1 OCC \\\\CJ / LEGEND (SEE EGRESS PLAN BELOW) liLi\,,,__ OCC - — — - 44"MIN. EXIT EGRESS PATH Al (7------' y B OCCUPANCY GROUP New Horizons 71 Wellness Services TI _ X ROOM OCCUPANT LOAD PER SECTION 1004 Triangle Pointe 169 SF 115 A r (XX) ACCUMULATIVE OCCUPANT LOAD 13333 SW 68th Parkway 12 OCC °� I - 1 OCC1 11— Suite 020 , i F 1 OCC 1 OCC 2 OCC inimimil\ U0 UNOCCUPIED SPACE Tigard, Oregon 97223 I - ® ®+ EXIT SIGN w/INTEGRATED DIRECTIONAL ARROW C R I N — — — — — WHERE OCCURS AT ALL EXITS, EVERY 100'IN SPACES E 2 S R S 0 0 e L j ti® EGRESS ARE REQUIRED PER SECTION 1011DER O(REFER J TO ELECTRICAL DRAWINGS FOR MORE ---\\T-\\) / r — - INFORMATION). POCHE INDICATES "EXIT"TEXT SIDE IYOF SIGN. SIGNS SHOWN IN CORRIDORS ARE -- -Y- ri) ® I 1 OCC CEILING HUNG. SIGNS SHOWN ON WALL ARE WALL rE NAL. UO OF 0.4N.LC. a 0 0 0 €- \E REQUIRED EXIT E(24) %I. - I a N 3. EGRESS PLAN SHEET TITLE: E SCALE: 1/8"= 1'-0" Egress Plan M m p, Q U 0 5 0 0 r,, c d 3 E D a �m N g DRAWN BY: ?CDC x DATE ISSUED: 0 PERMIT SET 08.27.18 i A REVISION 1 09.04.18 © REVISION 2 09.10.18 A REVISION 3 10.03.18 C 0 0 0- o:o: 0 0 A002 8 SHEET: E N- LRS Architects,Inc.9 2018 v CV }r ro 3 c 8 Y i i GENERAL NOTES � '. GENERAL DOOR AND HARDWARE CONTROLS AND THERMOSTATS, ETC. OWNER WILL REVIEW SCOPE OF WORK PROPOSED FOOT-CANDLE AT THE FLOOR LEVEL. PROVIDE EMERGENCY SYSTEM LIGHTING WHERE THE '' � ' mmegailim PRIOR TO ACCEPTANCE OF BID. EXISTING SYSTEM SERVES AN OCCUPANT LOAD OF A 100 OR MORE AS REQUIRED BY CODE. 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 46. DESIGN-BUILD CONTRACTOR TO PROVIDE CERTIFICATION THAT OUTDOOR AIR MATCH EXISTING BUILDING STANDARD WHERE POSSIBLE FOR REQUIRED EMERGENCY ARCHITECTS THE DRAWINGS AND SPECIFICATIONS. THE PROJECT INTENT IS TO PROVIDE A COMPLETE KNOWLEDGE OR EFFORT. REQUIREMENTS OF CURRENT CODES WILL BE MET FOR EACH OCCUPANCY USE WITHIN THE SYSTEMS AND INSTALL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT WORKING TENANT OR BUILDING IMPROVEMENT. 23. NEW DOOR HARDWARE SHALL MATCH EXISTING BUILDING STANDARD LEVER HANDLE WITH TENANT IMPROVEMENT AREA. NATIONAL ELECTRICAL CODE. 720 NW Davis 503.221.1121 fe 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 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 OREGON STRUCTURAL SPECIALTY CODE(OSSC), 2014 OREGON MECHANICAL SPECIALTY HARDWARE SHALL BE ADA ACCESSIBLE. 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 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 OWN ZONE. ADDITIONAL ELECTRICAL SERVICE AS REQUIRED. COORDINATE REQUIREMENTS WITH CODE(OEESC), 2017 OREGON PLUMBING SPECIALTY CODE(OPSC), 2017 OREGON KEYING SYSTEM. 48. DESIGN-BUILD CONTRACTOR SHALL VERIFY THE SUITABILITY AND CONDITION OF SCHEDULED BUILDING OWNER. ALARM LOCATIONS INDICATED ON PLANS ARE ONLY FOR REFERENCE. Portland OR 97209 www.irsarchitects.com ELECTRICAL SPECIALTY CODE(OESC), 2009 ANSI A117.1 AND TO CONDITIONS AND 25. PROVIDE NEW DOORS MATCHING EXISTING DOORS'VENEER SLICING PATTERN AND GRAIN 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. SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. DENSITY, AND FINISH. REPAIRED OR REPLACED. PRICE THESE ITEMS SEPARATELY AND AS EXCEPTIONS/ 71. VERIFY SERVICEABILITY AND REUSABILITY OF EXISTING ELECTRICAL EQUIPMENT,AND 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 CLARIFICATIONS IN BID. REPAIR OR REPLACE AS NECESSARY. DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND REPORT ANY DISCREPANCIES STANDARD FINISH AND TYPE. 49. AUTOMATIC SPRINKLER SYSTEM SUPERVISION: ALL VALVES, INCLUDING THOSE IN PITS, 72. VERIFY THE CAPACITY AND REUSABILITY OF EXISTING ELECTRICAL PANELS TO MEET TO THE ARCHITECT. 27. PROVIDE DOOR OPENINGS IN RATED WALLS COMPLYING WITH REQUIRED SMOKE CONTROL SHALL BE MONITORED BY UL LISTED FIRE MARSHAL-APPROVED CENTRAL STATION. WATER PROJECT REQUIREMENTS. " ,,,, 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. 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. A '� '"0.," FOR ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS. WHERE EXISTING DOOR OPENINGS DO NOT COMPLY WITH PRESENT BUILDING CODE AS WELL AS OTHER FEATURES DEEMED NECESSARY BY CURRENT NATIONAL FIRE 74. KNOWN EXISTING(E)ELECTRICAL AND PHONEIDATA OUTLETS HAVE BEEN INDICATED ON THE 5. THE CONTRACTOR SHALL PROVIDE AND PAY FOR DUMPSTER AND TELEPHONE. REQUIREMENTS, PROVIDE NEW DOORS, FRAMES AND HARDWARE THAT COMPLY. PROTECTION ASSOCIATION STANDARDS. DRAWING. ADDITIONAL EXISTING OUTLETS MAY EXIST AND SHOULD BE VERIFIED BY 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 50. PREPARE SPRINKLER SYSTEM SHOP DRAWINGS FOR COORDINATION WITH ARCHITECTS CONTRACTOR. C.parr 11.4:4 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. DRAWINGS BY ARCHITECT 75. VERIFY WITH TENANT OR OWNER LOCATIONS OF ELECTRICAL AND VOICE/DATA OUTLETS FOR CONSTRUCTION. 51. PAY ALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES SYSTEMS FURNITURE PRIOR TO INSTALLATION. 11 7. DIMENSIONS TAKE PRECEDENCE OVER SCALE. DIMENSIONS ARE TYPICALLY TO FACE OF FINISHES NECESSARY TO COMPLETE THE WORK. 76. SMOKE DETECTION DEVICES INDICATED ON THE DRAWINGS ARE FOR REFERENCE ONLY. KRIIATIO,+.,;rr FINISH UNLESS OTHERWISE NOTED. 52. PROVIDE FIRE DAMPERS AS REQUIRED BY CURRENT OSSSC STANDARDS FOR NEW CONFIRM SPACING OF DETECTORS WITH DEVICE LISTING. 6:155,e' 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 CONFIGURATION OF FIRE-RATED PARTITIONS. 77. CLEAN AND REPAIR EXISTING SMOKE DETECTORS TO BE REUSED TO GOOD WORKING 9. DO NOT DISTURB ADJACENT TENANTS BY NOISY CONSTRUCTION(i.e., JACK HAMMERING OR CAUSED BY CONSTRUCTION OPERATIONS. 53. BALANCE DESIGN-BUILD HVAC SYSTEM TO TENANT AND BUILDING OWNERS SATISFACTION. CONDITION. OF CORE DRILLING), OR ODORS(i.e., PAINTING OR ADHESIVE FROM FLOOR OR WALL 30. PAINT EXISTING WALLS WITH 2 COATS OF EGGSHELL FINISH PAINT UNLESS OTHERWISE 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 COVERINGS), SCHEDULE SUCH ACTIVITIES FOR AFTER NORMAL BUSINESS HOURS. NOTED. SUBMIT COLOR DRAW-DOWNS TO ARCHITECT AND OWNER FOR APPROVAL PRIOR TO 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 COORDINATE SUCH ACTIVITIES WITH BUILDING OWNER. APPLICATION. TO CONSTRUCTION. REMOVE FILTERS AT COMPLETION OF THE PROJECT. BALLAST IN LIGHT FIXTURES AS REQUIRED TO RESTORE TO WORKING ORDER. 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 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 OWNER. NEW CONSTRUCTION, THE FINISHED SURFACE SHALL BE ALIGNED FLUSH. SEPARATE AND REROUTE EXISTING DUCTWORK AND CONTROLS REQUIRED TO PROVIDE BALLAST IF NOT IN GOOD WORKING CONDITION. 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 INDEPENDENT OPERATION BY TENANTS ON EACH SIDE OFA DEMISING WALL. 80. COORDINATE TELECOMMUNICATIONS AND MODIFICATION TO BUILDING ALARM SYSTEM CONSULTANT: DAMAGED ON SITE. TO MEET PAINT READY REQUIREMENTS. 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 12. CONTACT OWNER'S REPRESENTATIVE TO COORDINATE SCHEDULED ITEMS TO BE SALVAGED 33. EXISTING WALLS AND SURFACES SHALL BE STRIPPED, RESURFACED,AND PATCHED AS DUCTWORK BEHIND GRILLS SHALL BE A UNIFORM DARK COLOR. INSTALLATION. FOR RETURN. REQUIRED. 57. DESIGN-BUILD CONTRACTOR AT COMPLETION SHALL PREPARE AND SUBMIT AN AIR 81. REMOVE ALL UNUSED OR ABANDONED ELECTRICAL WIRING, EQUIPMENT, AND PHONE AND 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, BALANCING REPORT TO THE OWNER. DATA CABLING. CONFIRM WITH OWNER PRIOR TO REMOVAL.ALL WIRING AND CABLING TO KEY ORIGINALS OR CARD ACCESS DEVICES. OR IN LANDSCAPING. 58. HVAC CONTRACTOR TO PROVIDE 100%FRESH AIR SUPPLIED TO ENTIRE TENANT SPACE REMAIN SHALL BE SUSPENDED FROM STRUCTURE AS REQUIRED BY CURRENT CODE. 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 THREE CALENDAR DAYS PRIOR TO THE FIRST DAY AFTER SUBSTANTIAL COMPLETION. CONTRACT OF A PERIOD OF ONE YEAR, UPON FINAL COMPLETION OF CONTRACT. SINK, LABEL ALL LEFT OVER PAINT,AND DELIVER TO OWNER WHERE DIRECTED. PROVIDE 100%FRESH AIR WITHOUT MAKING OTHER TENANTS UNCOMFORTABLE SCHEDULING OF FIRE SPRINKLER AND ALARM SYSTEMS 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 ARCHITECT'S DECISION IS FINAL WHETHER A PROPOSED PRODUCT IS ACCEPTABLE FOR EXISTING ADJACENT SURFACES IN BUILDING, UNLESS OTHERWISE INDICATED. ELECTRICAL-DESIGN BUILD 82. CONTACT OWNER'S REPRESENTATIVE FOR INSTRUCTIONS WHEN SCHEDULING WORK ON SUBSTITUTION. 37. PROVIDE FINISH MATERIALS MATCHING ESTABLISHED BUILDING STANDARD QUALITY, UNLESS FIRE SPRINKLER&ALARM SYSTEMS. 16. APPLICATION OF MATERIALS TO SURFACES EXISTING OR PROVIDED UNDER THIS CONTRACT OTHERWISE INDICATED. PROVIDE COLORS APPROVED BY OWNER AND ARCHITECT. 59. ELECTRICAL SYSTEM AND REQUIREMENTS ARE DESIGN-BUILD. SUBMIT ELECTRICAL DESIGN IMPLIES ACCEPTANCE AND SUITABILITY OF EXISTING CONDITIONS. 38. CONTRACTOR TO FILL AND PATCH EXISTING CONCRETE SLABS AND SHALL PROVIDE SMOOTH TO ARCHITECT FOR COORDINATION WITH ARCHITECTS DRAWINGS PRIOR TO ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS 17. ALL WORK INDICATED ON DRAWINGS SHOULD BE CONSIDERED NEW UNLESS IDENTIFIED AS UNIFORM SURFACE PRIOR TO NEW FLOOR COVERINGS TO BE INSTALLED. CONSTRUCTION. EXISTING TO REMAIN OR TO BE REUSED. 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. 18. ALL MATERIALS AND PRODUCTS USED ON THE JOB SITE SHALL BE"ENVIRONMENTALLY SAFE", FURNISHINGS FOR FULL-SERVICE BUILDINGS. DIMENSIONS TO TOILET ROOM ACCESSORIES ARE TO THE CENTER LINE AS NOTED OR TO THE LOW ODOR,AND NONFLAMMABLE. USE OF ANY PRODUCT NOT COMPLYING WITH THIS 61. PAY ALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES HIGHEST PORTION OF THE OPENING OR OPERATING DEVICE. CRITERIA MUST BE APPROVED BY THE BUILDING OWNER. 39. OMIT. NECESSARY TO COMPLETE WORK. 19. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE OR CLEANING THROUGHOUT 40. FURNITURE INDICATED ON PLANS/S FOR REFERENCE ONLY AND SHALL BE CONSIDERED NOT 62. COORDINATE ITEMS REQUIRED FOR DEMOLITION NOT INDICATED ON DRAWINGS. 84. ALL ITEMS INDICATED BELOW MAY NOT OCCUR ON THIS PROJECT. SEE PROJECT PLANS AND STRUCTURE DEEMED TO BE A RESULT OF HIS/HER WORK. THOROUGHLY CLEAN PREMISES IN CONTRACT. 63. COORDINATE ELECTRICAL REQUIREMENTS FOR MECHANICAL SYSTEMS. ELEVATIONS FOR ITEMS THAT OCCUR. SEE ARCHITECTURAL PLANS FOR ACCESSIBILITY UPON COMPLETION OF WORK, INCLUDING WASHING OF WINDOWS, SO THAT BUILDING IS 64. DESIGN-BUILD CONTRACTOR SHALL PREPARE A WRITTEN SCOPE OF ELECTRICAL WORK TO AND/OR ADAPTABILITY CONFORMANCE IN THE HORIZONTAL PLAN LAYOUT. READY FOR OCCUPANCY BY TENANT. INCLUDE CLEANING OF ADJACENT AREAS WITHIN AND BE PERFORMED TO THE OWNER WITH BID. AROUND THE BUILDING THAT ARE NOT PART OF TENANT IMPROVEMENTS, BUT WERE MECHANICAL-DESIGN BUILD 65. ELECTRICAL LIGHTING ON DRAWINGS IS PROVIDED FOR REFERENCE ONLY AND IS INTENDED 85. CONFORMANCE TO FIXTURE MOUNTING HEIGHT REQUIREMENTS ARE APPLICABLE IN ANY AFFECTED BY TENANT IMPROVEMENT CONSTRUCTION OPERATIONS. 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. 20. CONTRACTOR TO PROVIDE MECHANICAL AND ELECTRICAL AS-BUILT DRAWINGS, ALL 41. MECHANICAL SYSTEM AND REQUIREMENTS ARE DESIGN-BUILD. SUBMIT PLANS AND CONTRACTOR IN ACCORDANCE WITH EXISTING BUILDING STANDARDS. COMPLY WITH WARRANTIES AND OPERATING MANUALS TO BUILDING OWNER WITHIN TWO WEEKS OF 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 COMPLETION OF WORK. CONTRACTOR ALSO IS TO PROVIDE FINAL CERTIFICATE OF ADDITION, CONTRACTOR SHALL PROVIDE WITH SUBMITTAL (2) COPIES OF A COLORED FLOOR ENERGY CALCULATIONS REQUIRED FOR WORK OF THIS PROJECT. MOUNTING HEIGHTS. OCCUPANCY. NO RETAINAGE SHALL BE RELEASED UNTIL OWNER HAS RECEIVED THESE PLAN DESIGNATING WHICH AREAS ARE CONTROLLED BY EACH THERMOSTAT. MECHANICAL 66. SWITCHING FOR LIGHTING IS INDICATED IN THE DRAWING FOR REFERENCE ONLY AND IS ITEMS. 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 21. ALL DEMOLITION WORK TO CONFORM TO CURRENT OSHA STANDARDS. PROVIDE ADEQUATE 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 BRACING ON EXISTING CEILING FRAMING SYSTEM PRIOR TO DEMOLITION. 42. PAY ALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES RESPONSIBILITY OF THE DESIGN-BUILD CONTRACTOR. PROVIDE A MINIMUM OF ONE SWITCH STUD SPACE TO BACK OF SURFACE OF ALL FIXTURES INCLUDING BUT NOT LIMITED TO NECESSARY TO COMPLETE WORK. PER ROOM, UNLESS OTHERWISE INDICATED. TUB/SHOWER ENCLOSURES. 43. COORDINATE ITEMS REQUIRED FOR DEMOLITION NOT INDICATED ON DRAWINGS. 67. PROVIDE ILLUMINATED EXIT SIGNS AT REQUIRED EXIT DOORWAYS AND WHERE NECESSARY 44. COORDINATE ELECTRICAL REQUIREMENTS FOR MECHANICAL SYSTEM. TO INDICATE THE DIRECTION OF EGRESS WHEN THE EXIT SERVES AN OCCUPANT LOAD OF 88. FLOOR DRAINS: ACCESSIBLE FIXTURES REQUIRE A CLEAR FLOOR SPACE CONTIGUOUS OR 45. DESIGN-BUILD CONTRACTOR SHALL PREPARE A WRITTEN SCOPE OF HVAC WORK WITH BID. FIFTY OR MORE. OVERLAPPING THE ACCESSIBLE ROUTE. FLOOR DRAINS SHOULD NOT BE PLACED IN THIS 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 CLEAR FLOOR SPACE. EXCEPTION: DRAINS MAY RESIDE IN CLEAR FLOOR SPACE PROVIDED DRAIN HOLES DO NOT EXCEED 1/2"DIA. MAX.;FLOOR SLOPE DOES NOT EXCEED 2%IN ANY DIRECTION;AND THE ELEVATION CHANGE AT THE DRAIN LIP DOES NOT EXCEED 1/8". PROJECT NUMBER: 218307 END OF GENERAL NOTES New Horizons TOWEL DISPENSER AND EXIT SIGN _�-.�. I WASTE RECEPTACLE HAND DRYER Wellness Services TI i COAT&UTILITY HOOK 39"-41"SOAP GRAB BAR, 18"MIN TYPICAL DOOR I rk DISPENSER / /-" Triangle Pointe OPENING 9" 36"MAX GRAB BAR,42"MIN 13333 SW 68th Parkway / )' TO RAISER} / CHARACTERS ` 0-1 ......Sc 12"MAX\/24"MIN/ N ACCESSORY ZONE Suite 020 al • -� o ♦ fN / r Tigard, Oregon 97223 � op..:3, [ o a a C 9 a k ♦ 01 ♦ CC CARD � U n04 sW zop ooU = o Mm v o READER `r '' i- .7 p v o --%-- 4'-0" � 44 M I' ai 4'-0„ ♦ ♦• ♦ '{► ♦ ♦ ♦-♦ ♦ ♦ ♦ o j, 42"MAX • NI rt w , "- '� Z A \ TYPICAL AT DOOR TOILET ROOM MOUNTINGS TOILET-SURFACE MOUNT , �■ s "? , irP g r��1 ACCESSORY ZONE(SECTION 604.7) It i" .„ .s,„..,,,,,„ _-\,.!rte _ gjV FIRE ALARM SIGNAL/STROBE ANNUNCIATOR PANEL lit II t e,10"MAX OPERABLE THERMOSTAT FIRE EXTINGUISHER SIGN WALL MOUNTED FIRE ♦ MOUNTED PHONE EXTINGUISHER EMERGENCY POWER 2'-6" Fig.308.2.1 Fig.308.3.1 RECESSED FIRE OFF PUSH BUTTON GRAB BAR, 18"MIN MANUAL PULL EXTINGUISHER CABINET CLEAR FLOOR SPACE CLEAR FLOOR SPACE UNOBSTRUCTED UNOBSTRUCTED 39"-41" STATION ELECTRICAL OUTLET ♦ TACTILE PARALLEL APPROACH FORWARD APPROACH FORWARD REACH SIDE REACH 36" GRAB BAR42"MIN INTERCOM SIGNAGE MAX f- , ELECTRICAL OUTLET TELEPHONE STATION ♦c� 24"MIN AT CASEWORK OUTLET AND ___N. -- BASE OF IP IP I� �,�1��` 4 MAX / ACCESSORY ZONE SWITCHES ' ♦ CHARACTER FA, cl_ zo _. a_ «� r-.7.0. t►►�..,a_-'� `v �t 1_,P� j//i _ I p , p w o w w Z° ib`%����� �V�,t �� / � E- ¢ wc' WUS' w � o � oq � `? w 4w °Oo 41►1• �j►� z r/% ♦ c� O v � � Ei ¢ z M Z w v p � p � p v m "' n "' ° i� "v v ,, SHEET TITLE: lit O • U � a O 20"MAX >20"-25" } ►- rn N a p `' g ap N- O ~ S _ General Notes & a Fig.308.2.2 ♦ ♦ ♦ ♦ ♦ r ti ♦ N. • `� ♦ ♦ ♦ ♦ ! `► N. ♦ OBSTRUCTED HIGH FORWARD REACH / 42"MAX / Standard Mounting ry `" TOILET-RECESSED MOUNT MISCELLANEOUS WALL MOUNTINGS 5'-0" " 10 MAX ;10"-24 ACCESSORYZONE(SECTION 604,7) 12"MIN♦ •� ♦ •LLOWED IN THIS AR ` 32"CLEAR AT w �"", p LIMITS OF PROTRUDING OBJECTS k, 3 1!2"MAX " Heights 24"MIN < 12"MAX 3 /- 36"GRAB BAR uN_ CE 0 LL EXCEPTIONS: FOR PARALLEL - REFLECTIVE SHELF AND 18"VERTICAL -lic- •N'1/. ♦ cin APPROACH `' 17"TO 25'" LL � Op � i --' ;I ��' 1. HANDRAILS MAY PROTRUDE 41/2"MAX, i SURFACE POLE �" /o 15"MIN FOR 5"MAX GRAB BAR 12"MIN -'t __, w�* 1 2. DOOR CLOSERS AND DOOR STOPS 7 / / _ / / `♦ •� �`' " FORWARD FOR FORWARD �� 42"GRAB BAR M z LAVATORY&LAV z F SHALL BE PERMITTED TO BE 78 MIN w p /// � z APPROACH APPROACH - _ 2 IN COUNTER Z o DRAWN BY: KDC m �4 vMIN Fig. ABOVE FLOOR _ (, �,, URINAL = 8" o 3 9 cn c, •♦ ♦ r> r - - p' z �� ' co p' _ M ae• ♦ p' SCREENdi 1 ¢ INSULATE EXPOSED N ♦ DATE ISSUED: OBSTRUCTED HIGH SIDE REACH ICC/ANSI A117.1 2009 SECTION 308 REACH SPOUT OUTLET w ¢ LAV I- d a WA RIM � O RANGES(ALL DIMENSIONS ARE NOT TO SCALE) v ~ > .y a O v • HOT WATER N z 8' MIN v 2 w �„o p ♦ ♦ �� SUPPLY AND _ 4)7y, z o ¢ cx > g .-w _ o 7 . I a, PERMIT SET 08.27.18 _ , 1- O O O Q O M O = m a> ¢ w v CO M z M d M p `" 18"VERTICAL URINAL DRAIN '�---J A A REVISION 1 09.04.18 N. v ♦ ♦ ..-u� ♦ \`1 ♦ ~ ♦ GRAB BAR PIPES TYP °° 6"M 11"MIN M M SIDE APPROACH 6-18, 42"GRAB BAR 6"MAX 11"MIN © REVISION 2 09.10.18 5 j;I � A REVISION 3 10.03.18 DRINKING FOUNTAIN(SECTION 602) MIRRORS(SECTION 603.3) SHELVES(SECTION 603.4) WATER CLOSET(SECTION 604) FLUSH CONTROLS ON WATER CLOSET-PLAN URINALS(SECTION 605) LAVATORY AND SINKS(SECTION 606) c. OPEN SIDE OF WATER CLOSET (SECTION 604) 1. ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS (PER ICC/ANSI A117.1-2009) a °' SCALE: NOT TO SCALE 1 A100 0 SHEET: E. LRS Anrhitects,Inc.0 2018 r 3 m oC U Y 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 .:72' 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 -=�_ to prevent their spreading. Stabilizer bars,cross tees or other means to prevent spreading shall occur within 8" runners or to cross runners that have the same carrying capacity as the main runners. This document provides the IBC-2012 referenced standards for the installation of suspension systems for acoustical lay- • Terminals or services weighing 20 lbs but not more than 56 lbs shall have, in addition to requirement above,two in ceilings. Incorporation of this document willprovide a more uniform standard for installation and inspection.This of each wall connectingceiling systemhangersARCHITECTS g rP P 12-gage wires them to the or the structure above. document is designed to accomplish the intent of the International BuildingCode(IBC)with regard to the requirements • Spreader bars are not required at perimeters where runners are attached directly to closure angles. 9 P !3 q Terminals or services weighing more than 56 lbs shall be supported directly from the structure above by for seismic design categories D, E&F for suspended ceilings related items. Unless supported byengineering,the • Spreader bars are not required if a 90°intersecting cross or main is within 8"of the perimeter wall g g P g oP g g' • Where substantiating documentation has been provided to the local jurisdiction, perimeter clips may be used approved hangers. 720 NW Davis 503.221.1121 suspension system shall be installed per these requirements and those of the referenced documents. Manufacturer's recommendations should be followed where applicable. to satisfy the requirements for spreader bars. Suite 300 503 221.2077 0 Sprinklers General Recommendations Hanger(Suspension)Wires ^o 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. • through the ceiling tile to allow free movement of at least 1"in all horizontal directions. Flexible head design (ASCE 7-10),American Society of Testing Materials(ASTM C 635,ASTM C 636,ASTM E 580/E 580M),and • Hanger and perimeter wires must be plumb within 1 in 6 unless counter sloping wires are provided. that can accommodate 1"free movement shall be permitted as an alternate. Ceilings and interior Systems Construction Association(CiSCA). (Detail 5/A101) • Partitions that are tied to the ceiling and all partitions greater than 6 ft in height shall be laterally braced to the • Hanger wired shall be 12-gage and spaced 4 ft on center or 10-gage spaced 5 ft on center. structure. Bracing shall be independent of the ceiling splay bracing system. • Any connection device at the supporting construction shall be capable of carrying not less than 100 lbs. Glossary for this Documents (regional terminology may vary) • For further information on bracing of non-load bearing partitions refer to NWCB Technical Document#200-501. • Powder Actuated Fasteners(PAFs)are an approved method of attachement for hanger wires. • All main beams ar to be Heavy Duty(HD). • Terminal ends of each main beam and cross tee must be supported within 8"of each wall with a perimeter wire CROSS TEESC 44C). • 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 be used where obstructions preclude direct suspension. Trapeze suspensions shall be sized to resist the dead A circular or rectangular metal grill used for the passage of air from a ducted system. 45° 0- 1' C.war g resistance to the effects of earthquake motions. load and lateral forces appropriate for the seismic category. ESSENTIAL SERVICE BUILDINGS LESS 45°OR 11744a1 • 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 jj\\\ 1S LES1 . // (See Detail 1/A101). Electrical Fixtures center, State Patrol office, sheriffs office,or emergency communication dispatch center. i • Changes in ceiling planes will require positive bracing. See Detail 8/A101 GRID (4) 12 GAGE SPLAYEDLateral Farce 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 See Detail 1/A101 structure above.This wire may be slack. HANGER WIRE OF OW- • 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 laterallybraced to the structure above are exem t from seismic opposing corners of the light fixture to the structure above.These wires may be slack. NLATERAL FORCE BRACING i..\,, �I() .1/OR design requirements. P • gweighing pp PP The bracing method used to prevent ceiling uplift or restrict lateral movement during a seismic event. Lateral 1E Light fixtures more than 56 lbs shall be supported directlyfrom the structure above byapproved �V41111101,,k / 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. � ,/• Pendant mounted fixtures shall be su orted from the struct r above a 9-gage wire or an MAiN BEAM ` • Lateral force bracing is the use of vertical struts(compression posts)and splay wires. directly PP structure usingThe primary suspension member supported by hanger wires, also known as the main runner,carrying tee, (See Detail 1/A101). approved alternate support without using the ceiling suspensions system for direct support. • Lateral Force Bracing shall be 12 ft on center(maximum)and begin no farther than 6 ft from walls. • Tandem fixtures may utilize common wires. carrying runner or mains. CONSULTANT: Seismic splay wires are to be(4) 12-gage wires attached to the main beam.Wires are arrayed 90°from MOLDING/CLOSURE ANGLE 3"MAX.TYP. • each other and at an angle not exceeding 45°from the plane 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 Seismic splay wires shall be attached to the grid and to the structure in such a manner that they can See Detail 9/A101 of an acoustical ceiling grid. ‘-.1,... . .1: / l • PERIMETER CLiPS supporta design load of not less than 200 lbs or the actual design load,with a safety factor of 2, • For ceilingareas exceeding2,500 sqft,a seismic separationjoint or full height wallpartition that breaks the ?r p g Proprietary angle bracket attached directly to the wall molding I closure angle which allows 3/4"movement in whichever is greater(Detail 7B/A101). ceilingshall beprovided unless analyses areperformedicseep of the ceilings bracingsystem,closure angles and �{- Power Actuated Fasteners(PAF's),when used for seismic application aspart of the prescriptivepath in y g y g the event of seismic activity and interlocks properly with ends of grid system. ti • { ) PP P p penetrations toprovide sufficient clearance. �- '�� 21 Seismic Design Categories D, E&F,shall have an iCC-ES approval for seismic applications and shall • PERIMETER WIRES Oc�s qiy g g PP pp 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. �,4Z BF 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 Ai 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 ortaut. -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 tp the structure above. A bar with notches to prevent the suspension system from separating, also called a stabilizer bar. �/ • Vertical struts must be positively attached to the suspension systems and the structure above. (See Detail 98/A101). SPLAY WIRES /a 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 an le rather than er endicular to the rid. TABLE 1:Maximum Recommended Lengths for Vertical Struts Wall Moldings g P p 9 g See Details 4l A101 and 2/A101 (or alternate proprietary option-3/A101) VERTICAL STRUTS SCALE: NOT TO SCALE EMT Conduit Metal Studs The rigid vertical member used in lateral force bracing of the suspension system. Also known as compression 1/2" EMT conduit up to 5'-10" Single 1 5/8"metal stud(20-gage) up to 12'-0" = Wall moldings(perimeted closure angles)are required to have a horizontal flange 2"wide.One end of the posts,seismic pods,seismic struts. Common materials are electrical conduit(EMT),metal studs or 3/4" EMT conduit up to 7'-8" Back-to-back 1 5/8"metal stud(20-gage) up to 15'-0" ceiling grid shall be attached to the wall molding,the other end shall have a 3/4"clearance from the wall and proprietary products. 1" EMT conduit up to 9'-9" Single 2 1/2"metal stud(20-gage) up to 13'-6" free to slide. - Back-to-back 2 1/2"metal stud(25-gage) up to 15'-0" • Where substantiating documentation has been provided to the local jurisdiction, perimeter clips may be used 12'-0"OC EA WAY MAX to satisfy the requirements for the 2"closure angle. p-SEPARATE SUPPORT PIPES, • The grid shall be attached at two adjacent walls(pop rivets or approved method). Soffits extending to a point at 6'-0"MAX #12 WIRE @ 4'-0"OC #12 WIRE @ 4'-0"OC CONDUITS ETC, SECURE ALL WALL MOLDING least level with the bottom plane of the grid and independently supported and laterally braced to the structure l / 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. 8"MAX �� SECURE ALL RECESSED BUILDING STRUCTURE SURFACE MOUNTED FIXTURES TO Ii— GRID&STRUC AS REQD. LAY iN FIXTURE WIRES MAY BE SLACK. 8' MAX il" WALL °♦ ♦ �r - . WALL Cys jl 90.00° ���1 00/ �w •, I i 2"WALL MOLDING it� F� �a�4 '���� ts / r }, 4 ,.. + ��. 3/4"MIN @ oil -UNATTACHED \OC' � f 1 r PROJECT NUMBER: 218307 27.1 8 MAX �, /' > WALLS �� / 0 /J `�. SECURE ALL HANGERS TO .oQ ' LATERAL BRACING @ 12'-0"OC EA BUILDING STRUCTURE. ..--00 �° WAY, MAIN RUNNER TO STRUCTURE. TRAPEZE AROUND DUCTS AND New Horizons ° \� SCREW BEGIN BRACING WITHIN 6-0 OF OTHER LARGE OBSTRUCTIONS ATTACH ONE SIDE OF GRID ° ° ° JPERIMETER AND 2"FROM CROSS COUNTERSLOPE HANGERS Wellness Services TI /:S...41\%.,,,4: SEE UNATTACHED DETAIL °. MEMBER WHERE REQD® °101, ( ) ° ° �� ADDITIONAL HANGERS AT ALL IF MORE THAN 1:6 OUT OF Trian le Pointe w ♦ Q / MEMBERS WITHIN 8 OF PERIMETER WITH PLUMBg° SPREADER BAR SUPPORT WIRE @ 1:6 SLOPE 13333 SW 68th Parkway ♦ PROPRIETARY CLIP. ° f 4 OR OTHER SUITABLE ' ° INSTALL PER MFR(MUST ° �°♦ �~ SYSTEM REQUIRED TO SPREADER BAR REQD AT UNATTACHED SIDE Suite 020 :\-).\\,,--- °4 BE APPROVED BY AHJ). ° r'... ' !� KEEP PERIMETER - 0 •D° . ° � ♦ ♦ ` ♦ COMPONENTS FROM 2"CLOSURE ANGLE Tigard, Oregon 97223 j q, ° i .o♦ SPREADING APART ♦ � ° � � ° ' ♦ I NOTES: ♦4 tr, -RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. a -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 AYIN FIXTURE BE SLACK WIRES DEVICE CAPABLE OF • io CARRYING 100 LBS OR MORE a o 0 0 ° o 0 0 0 3 � 2o = o 000 d � o � � � eo� � � � = 00 ovo A101 / O BUILDING STRUCTURE FLANGE ATTACHED / / 3/4"MIN POP RIVET �w 4 I CEILING CLIP SUSPENDED A. FOR CEILING AREAS EXCEEDING 2,500 SQ FT SHEET TITLE: ' A101 3 TURNS \ CEILING GRID(-3—.) 10 ,;0 'ii.1 ® \ Suspended Ceiling VERTICAL HANGER WIRE \\ �'* / & Light installation J� �� A. VERTICAL HANGER WIRE ATTACHMENT N `\ // / ; , ►� _ I- EU ' Guide & Details § Q r- 5/8"MAX ` \\ A // z _ PROVIDE SUPPORT FROM / 00 E Q >< `� M STRUCTURE SOFFIT LATERALLY BRACE S el �.�_ acr \ TO STRUC ABOVE _ = - �`• \ / 0 i�• 6ANN " '. ;; DRAWN BY: KDC A101 8 p%' BUILDING STRUCTURE gib, s EXTEND SOFFIT TO AT DATE ISSUED: A101 FIXTURE LEAST BOTTOM PLANE OF P.. .": a 6" 1"-0" LONG 12 GAGE MINIMUM REQUIRED SUPPORT: �, ts� CEILING GRID PERMIT SET 08.27.18 Z r i 5 <10 LBS,(1} 12GA WIRE •0. a_ REVISION 1 09.04.18 A UNATTACHED 10-56 LBS,(2) 12GA WIRES • a a o o t 4 A101 3 TURNS >56 LBS,SUPPORT DIRECTLY FROM STRUCTURE o a o�p a �' �a o �� o ° `�o o a ° A REVISION 2 0 -10•1$ 5 A101 SPLAYED SEISMIC WIRE PENDANT MOUNTED FIXTURES: © REVISION 3 10.03.18 B. SPLAYED SEISMIC BRACING WIRE ATTACHMENT RoACING SHALL BE DIRECTLY SUPPORTED BY STRUCTURE W/9GA WIRE OR APPROVED ALTERNATE. B. TO CREATE CEILING AREA OF LESS THAN 2500 SQ FT Fm:, Li: - ..,, 1- 6. LATERAL FORCE SUSPENDED TYP CEILING PLAN 7. WIRE ATTACHMENT DETAILS 8. FIXTURE SUPPORT 9. SEISMIC SEPARATION JOINT SECTION A101 SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SHEET: sZ Q LRS Architects,Inc 2418 i6 3 m c 2 BVIF„ , zEz6 !"// ,�/// '! FLOOR PLAN GENERAL NOTES 7:1- \ 0 \ \ FEC 0 �-� A. REFER TO SHEET A100 FORA COMPLETE LIST OF GENERAL NOTES. ARCHITECTS 5 'ALIGN 720 NW Davis 503.221.1121 �` ALIGN B. DIMENSIONS ARE TO FACE OF WALL UNLESS OTHERWISE NOTED. ADVISE \L ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. Suite 300 503 221.2077 D 4111 +73 r 0�" C. ALL ELECTRICAL WORK IS DESIGN BUILD-ALL ELECTRICAL OUTLETS, DATA& Portland OR 97209 www.lrsarchitects.com N N N +730 WAITING SWITCHES SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS. p01 SUBMIT ELECTRICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO OO +73 O N OFFICE CONSTRUCTION. CONFERENCE os , 002 s e0 os D. WHEN NEW LIGHT SWITCHES ARE ADDED TO ANY PORTION OF THE SUITE, 12 REPLACE ALL EXISTING LIGHT SWITCHES WITH NEW BUILDING STANDARD 63YAD 4110 10 A870 OCCUPANCY SENSOR SWITCHES. A N019 u TYP fl1E C.$IT ' � � N002 ALIGN V � N022 .. , .. �' EN E. PATCH AREAS ADJOINING AND/OR ADJACENT TO DEMOLITION WORK TO MATCH /0 (,��`�} L * EXISTING AND/OR NEW CONSTRUCTION. PfAttlai j \\ N Q :. N(f) ■❑ NON N N N021 • !/ Ev 1 `J o 0 " OFFICE o F. SOUND CAULK ALL WALLIGLASS&WALUMULLION JOINTS. 'NM t•-;". r..'� �r b' IBUSINESS OFFICE rn 11 .! U)Os G. WHERE NEW DOORS,FRAMES&HARDWARE ARE PROVIDED,MATCH EXISTING ® • i._ ® N _ 023" BUILDING STANDARD TYPE,SIZE, FINISH&COLOR. TOUCH UP EXISTING FRAMES OF os , a N N O &DOORS WHERE NEEDED TO APPEAR AS NEW. IN/ a• 15-5 3/4" ir- -' H. PROVIDE J-BOX AND PULL STRING FOR TENANT-SUPPLIED VOICE&DATA. +� OS 4'�N N +ss N020 N N d 019 "' I. AT NEW DEMISING WALL,FINISH BOTH SIDES OF NEW WALL AND PROVIDE PAINT. ?qip HALL CHARTING os N REPAIR EXISTING CEILING ON BOTH SIDES TO APPEAR AS NEW. PROVIDE CONSULTANT: 003 N024 024 HALL (J) THERAPY ADEQUATE MECHANICAL COVERAGE TO BOTH SUITES AND SPLIT METERS AS • O .• 24'-10 3/4" N 5-0" £N 18'-101/4" f0 N 5'-0" 10'-5" 020 a REQUIRED. ADJUST SWITCHING AS REQUIRED SO EACH SUITE HAS SEPARATE • E °{� CLR N ti CLR K CONTROLS. OT GYM N ALIGN �" 917 004 J. SEE A900/A901 FOR CORRIDOR SCOPE OF WORK. Ilii N004 N018 AL I I EQ 4IIN � EQ m 14 N THERAPY 018 +E8 +48 io CONSULTATION THERAPY I a 9 027 N. N E 1� ' I 006 D03 dibv __ ll l — — — J N N Q EQ_ + �P� T FLOOR PLAN KEYNOTES r�'-1 f-��T gyp- TL 7:911_ � os do os oo THERAPY THERAPYu' os OT S UNIT ' RRLL X11 VJI� siS Z 025 N D27 0 N©17 -e-—� —E— -e E �{J 1 O 0 +48 XI +48 +48LI O RELOCATE SALVAGED UPPER CABINETS.VERIFY DIMENSIONS ON-SITE. PROVIDE 1 2 +48 Ct:OSET t 11 " N N N 007 18 OS cv os FINISHED END PANEL AT EXPOSED END AS NECESSARY.VERIFY MOUNTING OS 10 "r Z HEIGHTS WITH TENANT PRIOR TO INSTALL. ..., b THERAPY r — — _ 1� 0 o S rn� i� HALL +"ss 0 ``�' +96 7 N PROVIDE BACKING IN WALL AND POWER FOR TENANT PROVIDED TELEVISION. I i O N OS O REF OS o ALIGN+e$ 013 a' 0 (��"� N (NI�� N Z � � 3� PROVIDE FIRE-RATED PLYWOOD AT WALL IF NOT ALREADY EXISTING. it (i +N OT TRAINING —°88118" os� ',��` osS � os 0 N L — — .-.._ _,. _ I ���� — �o f FEEDING o 0 N M. E +48 I I aE .. .. 1 " N o_ 42 n pD9 r"n i " u z " r, \ NOT USED I 15-5 0 9-5 3/4 , 5'-0" 8 8 8-7 1/4 17-5' /� CLR THERAPY THERAPY ' OFFICE 5 PROVIDE LOCKABLE SLIDING GLASS WINDOW WITH PLASTIC LAMINATE �\ /� I I BREAKROO 8 (+"2 V ND O 014 ON015 016 TRANSACTION CENTER. — 1 i 1 +48 I I :Npki,,zrov.__;_:;21,..t.,!(,,,,,N N w +a$ +'� N1 e 1— —(-\— \— — ( 'Ts:Ta I Q.1}T' - ` I RsFO 4 N +, ALiGN 0 ALIGN 0 [z PRDVIDE BUILDING STANDARD PLASTIC LAMINATE WORK SURFACE. t—� L_•.J OS L_.� -E J1 1 i° I� � x019__ r-) i0QQ PTD 0 0 0 0 0 00 - 0E011' 0 4--E-- i a 70 PROVIDE DEDICATED OUTLET FOR TENANT PROVIDED COPIER. I _48 H o2a f UNI-SEX \ STORAGE \8\ PROVIDE ACCESSIBLE BUILDING STANDARD PLASTIC LAMINATE CASEWORK WITH j \ - _1 6`J ! - N N \+ 012 NEW OR RELOCATED STAINLESS STEEL SINK AND FAUCET,DEDICATED \ \ ..� IW IW ELECTRICAL FOR TENANT PROVIDED MICROWAVE,FRIDGE AND STAINLESS STEEL - - v �� 0+48 K,7__.' J _ N N \ DISHWASHER. ( � EP a@lTCLOSET�a NIC 1 Q^ Q 0 O - II I y I u 00 0 CLOSO Q T O PROVIDE ACCESSIBLE BUILDING STANDARD PLASTIC LAMINATE CASEWORK WITH PROJECT NUMBER: 218307 DEDICATED POWER FOR TENANT PROVIDED FRIDGE AND VENTLESS coV\-..._ -s----- WASHER/DRYER,AND NEW OR RELOCATED STAINLESS STEEL SINK AND FAUCET. _ a L e 10 PRODIVE NEW SEMI-RECESSED FIRE EXTINGUISHER CABINET. New Horizons o 0 PROVIDE LOCKABLE SLIDING GLASS WINDOW. Wellness Services TI 0 PROVIDE PLYWOOD BACKING UP TO 8'AFF AT THIS WALL. Triangle Pointe 13333 SW 68th Parkway Suite 020 Tigard, Oregon 97223 N N 1. DEMOLITION PLAN (T\ 2. FLOOR PLAN LEGEND SCALE: 1/8"= 1'-0" SCALE: 1/8"= 1'-0" , . EXISTING PARTITION DEMOLITION GENERAL NOTES LEGEND v ,- -, , - A DEMISING WALL (SEE DETAIL 10/A870) A. REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES. EXISTING PARTITION TO REMAIN _ = = = = DEMOLISH EXISTING ELEMENT onsum NEW BUILDING STANDARD PARTITION B. DEMO PLAN SHOWN FOR REFERENCE ONLY.VERIFY EXISTING WALL (SEE DETAIL 11/A870) CONDITIONS AND LOCATIONS. 0 u RELITE PARTITION C. REMOVE EXISTING FLOORING&BASE. D. PROTECT ALL ADJACENT AREAS DURING DEMOLITION&FROM DUST AND WOO( WO DOOR FRAME&RELITE TYPES (SEE 1/A701) TRASH INTRUSION. E. OMIT. BELOW ITEMS SHOWN FOR REFERENCE ONLY F. REMOVE AND SALVAGE FIRE EXTINGUISHERS&CABINETS FOR REUSE. $ SWITCH-OCCUPANCY SENSOR $ PROVIDE AS REQUIRED BY CODE. lis SHEET TITLE: TENANT PROVIDED LOW VOLTAGE DROP FOR CAT5E REPAIR ANY DAMAGED WINDOWS, MULLIONS,SILL OR TRIM AT PERIMETER OF PROVIDE J BOX WITH RING AND STRINGS. G. plain Qt QQ M SPACE. DUPLEX OUTLET DemolitionP o ha. O QUAD OUTLET + FLOOR OUTLET Floor Plan 8.8. DEMOLITION KEYNOTES BLANK OUTLET 1 E EXISTING o N NEW OREMOVE EXISTING PLUMBING FIXTURES AND LOWER CABINETS/COUNTERTOPS. -- -- - - - -- -- SALVAGE SINKS AND FAUCETS IN GOOD WORKING CONDITION FOR REUSE.CAP R RELOCATED I OFF ALL PLUMBING NO LONGER NEEDED.RELOCATE EXISTING,SEE 2/A201 FOR DRAWN BY: KDC 5 d DEDICATED g LOCATIONS. DATE ISSUED: 1 FEC FIRE EXTINGUISHER CABINET ' z ® SALVAGE UPPER CABINETS FOR REUSE. PERMIT SET 08.27.18 j� A REVISION 1 09.04.18 l''_I DEMO EXISTING PLUMBING HOOK UPS. REVISION 2 09.1 Q.18 s 0 REMOVE EXISTING FLOOR CORE(S)AND INFILL. A REVISION 3 10.03.18 0 PROVIDE OPENING FOR NEW BUILDING STANDARD DOOR. O REMOVE ALL FIXTURES,PARTITIONS,ACCESSORIES,FLOORNVALL TILE, A201 COUNTERTOPS, ETC.PLUMBING TO REMAIN IN WALL FOR FUTURE CONVERSION - o BACK TO RESTROOM. SHEET: i co LRS Architects,Inc.C 2018 N_ T to Cp U LimilliwS ARCHITECTS 720 NW Davis 503.221.1121 'M Suite 300 503 221.2077 D Portland OR 97209 www.Irsarchitects.com GENERAL NOTES A. REFER TO SHEET A100 FORA COMPLETE LIST OF GENERAL NOTES. 4031 404e, wel -1 rt - 1 III �/ �� 1 1 , 1 I I 1 - -IL L L _I • L L _ I t t'i - D1 1.0 �,,,�, S,,,,, ti , . ,, ,,,,,:,,, B. CEILING CONFIGURATION TO BE DEMOLISHED UNLESS OTHERWISE NOTED. Vic.SW I --I- --I- --I- -- �Ej_L _i_ � � L SZ .� 0 0 �� �� - 1 _ _ 1 _L _1 _ _ ���„ ' I „ , ,, 1 C. REPAIR AND/OR REPLACE ANY DAMAGED OR STAINED CEILING TILES. 11 I I - ! Ilf I7T- -i=1 f TT -I -TT - TTT- 7 -I- TT -I- T I I I I iF / 7- v iiiiia494'l pill • 1 �(� i 7l 117 F I FSi1 PIT I T —1 1 I I I I I T T 1 I I I 1 IT D. ALL ELECTRICAL WORK IS DESIGN BUILD-EXISTING&NEW LIGHT FIXTURES FORUM 0 ^` ", 1 1 -H HO- - -II-X l- -MI- 1- I+ I + 1 - I- + - --÷--A- -1 ,-- 1- k+' + -1 I +' - I - - SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT 6954 0e1 -/L \I 4 -IL 44L L JtL_ 1 I l - L 1 _j �S 1 J - k I - i_ ANY DISCREPANCIES TO ARCHITECT. SUBMIT ELECTRICAL PLANS TO J _ L L•J - L L J 1 1'I_ L 1 _1_ L 1!__1_ L 1 _I_ L• I\ a=I_ L I J -1- L J. _I_ L•_1 _I_ ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN&RESTORE ALL �F - r- T -I - l- T -I — r— T —f — r— T T T —I — r— T —I�I— :T - p i- T• r r 7 -1- r 7 I I IPM LIGHTS TO WORKING ORDER PRIOR TO JOB COMPLETION. ,..._ 5 A - ! I I • I I I I I • 1 I 1 1� I 4 I - - '`J- irr7 -l- r7 -1- T - / 7 / / t.1 -i - I I m - 1- K I ii I I • I , III / p I } � IF_ _ - _ I.: E. ALL MECHANICAL WORK IS DESIGN BUILD-EXISTING DIFFUSERS SHOWN FOR x x x I/ - - II REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY --- -f - k .I - I- -V.---1-- -i 1 1 )k I >k '1 r1 I • FSI ❑ _ r 1 _I L 1 _ I _ 1 _ 0 7 DISCREPANCIES TO ARCHITECT. I _ 1 I I I I I I I _ I irk ��Fs Fi - � � I1 I FSI , - 7 ' lin-.�� CONSULTANT: i I II I I I I I I- „ -1 1 - - LI F. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING,STROBES, SMOKE X -I Xx !_ I ?I� 1I1111 1- + I r r 1-.- -- I DETECTION&SPRINKLERS TO ARCHITECT FOR REVIEW AND COORDINATION n _ _ - k --- - , i I I I IHI I r1I LI_ Ll -I- L 7 — �� PRIORTOCONSTRUCTION. h - 1- 1-„ ,-1 - 1111-1 1- t - 111 -I g�-s' 2 _. _ _i__ _1 -I- L J -I- L _I- L L L -I LLI- L •_I- I • 7 12'-0r ._ _ .1 G. WHERE NEW LIGHTS ARE ADDED MATCH EXISTING BUILDING STANDARD TYPE ' �' AND FINISH. _I_T7 _I_T741fT7JI- T- -f _I_T7 -!>- TT= TT � �� • i � '� • IC 71 �I � �� � � t 1 14 . I TTT- T 171- T- T 1 • 7771 T -1- 7.7 17I L1 � I X / X -1- 1471- � k--71 i �� + -'I- I I 7 / ,, _te l _ _ J .+ - - - -1 _ �H �X+ _I ��111111.111111A . : KEYNOTES 1 1 ! 1 1 1 1 1 1 1 1 1 1 ! I I s i 1 1- r7 -I- TTT- T --TT- _r -1 - - TTTH = �- c = --I1_ 1--2- -1 W �- , • F I PROVIDE NEW SUSPENDED ACOUSTICAL CEILING GRID SYSTEM TO MATCH _L_1: 1 '• IFS i4 � T _I • w ,11— T T EXISTING. SEE A101 FOR MORE INFORMATION. PROVIDE NEW OR -1- I I -1- I I I 1 I I -I • I I I IFS 1 i- {�7T• I X I • XII • _� rAmi/ RELOCATED BUILDING STANDARD LIGHT FIXTURES. II F um r O2 PROVIDE NEW OR RELOCATED BUILDING STANDARD EXIT SIGN TO MATCH !, -�T�I - - i �- �I ��� �� EXISTING. - L i _ 1 t .moi 1_ _k � 17 -1- - -I= - q - - fir 1 ;_,_ _, A -,. ,,___•_.. ,,. . , . , .... l I I I I I I I i I I I _I _ ! I f 1 1 1 -n- Z - f T71 - T `C` TT -I r- 1 -1 i1 1 • �kaFS1® �k • 711 - -1 �/ 71 7 VIII. _ LLJ - L- _LJ ..._ f^ .LJ .^ L_ _L __I I- /[_ _ ib T T1r1r1- rtel, %_ LAFFsi � ./I I 1 . 1 1 I I I • i I I IS _ 7 I f -• I • , / LEGEND I- �I� T -I - r z t -T - 1�❑ � T I L1 i ` �` - +- 1 + -1 - K+ -I- , -[ -Hfl- 1 - 1J1 I I F1 F7I t: u � I I 1 I I I 1 I �1 1 r /T X + X 1 '. --- -- EXISTING 2X2 ACOUSTICAL.SUSPENDED CEILING TO REMAIN -I I I I I I _ I I 11 I I I I I _ I�1_i_ 1 _ + � ILS i_.. 2 ` I- TT � i T � I I �14 1 1Li Q - I- -le-+ + K+ - 1FS- l I , I 1 I I1 I I di .4. T _I- --, .-71- i • _I ii i- . r NEW 2X2 ACOUSTICAL SUSPENDED CEILING I 1 1 I i 1 1 1 I -1- � _i - l t I I I I . I -1 IC • • - _,, 1 • 1_ I i - I I • i - 1 I • ! I I �I - .-'1 ' IX :x-i Z. x BUILDING STANDARD 2X4 LIGHT FIXTURE TO BE REMOVED OR RELOCATED �1 TT I� T � i - 1 HX _� I - 1- 4e - + - + -1- 4- -- --I 1 : I-I - - "1 I I I I I I I .J I I I I T H - 1_ 1- FSI- T 4 NEW OR RELOCATED BUILDING STANDARD LIGHT PROJECT NUMBER: 218307 I 1 1 1 I € 1 I I I_ I 1 i L I I 1 1 1 1 1 11 i- + -I L FIXTURE " .. ...t, a I I I _ LFA h- IO O O O �- . -4 - s �C O O O O I EXISTING 1x4 SURFACE MOUNT BUILDING STANDARD LIGHT FIXTURE E E E O FS 1 F -A FS-T I I F A I I , I 1E �\ E E E E E E 0 IFS I f E E E New Horizons E �_ - - - 11-X4 - - H - E Ilir �� I II T I • I — • FSS O BUILDING STANDARD RECESSED LIGHT FIXTURE • IFSI _ _LA • 1_ L dL A_ L '_ILA ! _ _.I • FS i • [FS1 ,___41 1 1 1 1 1 1 1 1 1E4 !I I _ _ Wellness Services Tl � J ® ®� EXIT SIGNS(W/INTEGRAL ARROW WHERE OCCURS) 'JTriangle Pointe mg OE ® OE®OE �E -_,L l OE N OE ® O Of ® OEX OE E OE ® OE ® OE +9'-6" CEILING HEIGHT AFF 13333 SW 68th Parkway Suite 020 I E EXISTING Tigard, Oregon 97223 R RELOCATED L__ N NEW N N IFS EXISTING FIRE STROBE 1. DEMOLITION REFL EC TED CEILING PLANCI) 2. REFLECTED CEILING PLANED X EXISTING HVAC SUPPLY SCALE: 118"= V-0" SCALE: 1/8"= 1'-0" / EXISTING HVAC RETURN • EXISTING SPRINKLER EXISTING SMOKE DETECTOR LEGEND 7 EXISTING ELEMENT TO REMAIN - - -- DEMOLISH EXISTING ELEMENT SHEET TITLE: i E.ri Demolition Reflected 0 DEMO KEYNOTES Ceiling Plan & U 4 Reflected Ceiling Plan `'. (121 REMOVE EXISTING SUSPENDED CEILING GRID SYSTEM. REMOVE AND g SALVAGE ALL LIGHTS FOR REUSE, RELOCATE SPRINKLERS, STROBES AND DIFFUSERS FOR NEW LAYOUT. 0 g DRAWN BY: KDC g DATE ISSUED: d .ti PERMIT SET 08.27.18 A REVISION 1 09.04.18 A REVISION 2 09.10.18 A REVISION 3 10.03.18 g10 O d 0 A401 SHEET: En a LRS Archftecls,Inc.©2018 v N_ EI 3 c 8 Y I c .1 ARCHITECTS 720 NW Davis 503.221.1121 Suite 300 503 221.2077 119 Portland OR 97209 www.irsarchitects.com y 3'-0" y y 3'-0" y 3'-0" y y 3'-0" y 71 ti: \ •, 1 4041) 40 t* CCHEM C.MUT 0111 0 0 5" 4 1/ 1 / •ORni iz t'':., M o TEMP M • F FL PL SINGLE OPENING FLUSH PANEL FULL LITE PARTIAL LITE NOTES: NOTES: CONSULTANT: 1. ALL NEW DOORS TO BE SOLID WOOD TO MATCH EXISTING BUILDING STANDARD DOOR 1. ALL NEW FRAMES TO BE KNOCKDOWN. FINISH TO MATCH BUILDING STANDARD. . TYPE AND FINISH. 2. PROVIDE TEMPERED GLASS AT ALL RELITES UNLESS OTHERWISE NOTED. 2. PROVIDE NEW ADA LEVER STYLE DOOR HARDWARE TO MATCH EXISTING. REPLACE ALL ORB DOOR HANDLES WITH LEVER STYLE WHERE APPLICABLE. 3. PROVIDE FLOOR OR WALL STOPS AT ALL DOORS. 1. DOOR & RELITE TYPES SCALE: 1/4"= 1'-0" OPENING DOOR FRAME No. Size ROOM NAME Thick. Type Material Finish Type Material Finish NOTES 001 3'-0" x 7'-0" WAITING 1-3/4" FL SC WD/GL MFR A STL-KD MFR 1, 2 002 3'-0" x 7'-0" CONFERENCE 1-3/4" F SC WD MFR A STL-KD MFR 2, 5 003A 3'-0" x 7'-O" HALL 1-3/4" FL SC WD/GL MFR A STL-KD MFR 1, 2, 3, 5 003B 3'-0" x 7-0" HALL 1-3/4" FL SC WD/GL MFR A STL-KD MFR 1, 5 004 3'-0" x 7'-0" OT GYM 1-3/4" PL SC WD/GL MFR A STL-KD MFR 005 3'-0" x 7'-O" THERAPY 1-3/4" F SC WD MFR A STL-KD MFR 006 3'-0" x 7'-O" CONSULTATION 1-3/4" F SC WD MFR A STL-KD MFR 007 3'-0" x 7-0" CLOSET 1-3/4" F SC WD MFR A STL-KD MFR 008 3'-0" x 7-0" BREAK ROOM 1-3/4" F SC WD MFR A STL-KD MFR 009 3'-0" x 7-0" OT TRAINING FEEDING 1-3/4" F SC WD MFR A STL-KD MFR - (E)010 (E) UNI-SEX (E) (E) (E) (E) (E) (E) (E) 4 (E) 011 (E) WATER HEATER CLOSET (E) (E) (E) (E) (E) (E) (E) 2 _ (E) 012 (E) STORAGE (E) (E) (E) (E) (E) (E) (E) 2 PROJECT NUMBER: 218307 014 3'-0" x 7'-O" THERAPY 1-3/4" F SC WD MFR A STL-KD MFR 5 015 3'-0" x 7'-0" THERAPY 1-3/4" F SC WD MFR A STL-KD MFR 5 New Horizons 016 3'-0" x 7'-0" OFFICE 1-3/4" F SC WD MFR A STL-KD MFR 2, 5 017 3'-0" x 7-0" THERAPY 1-3/4" F SC WD MFR A STL-KD MFR 2, 5 Wellness Services TI 018 3'-0" x 7'-0" THERAPY 1-3/4" F SC WD MFR A STL-KD MFR 5 019 3'-0" x 7'-0" HALL 1-3/4" FL SC WD/GL MFR A STL-KD MFR 1, 2, 3, 5 Triangle Pointe 020 3'-0" x 7'-0" THERAPY 1-3/4" F SC WD MFR A : -: MFR 5 13333 Sw 68th Parkway F SCWD MFR A MFR 5 022 3'-0" x 7-0" OFFICE 1-3/4" F SC WD MFR A STL-KD MFR 2 Suite 020 023 3'-O" x 7-0" BUSINESS OFFICE 1-3/4" PL SC WD/GL MFR A STL-KD MFR Tigard, Oregon 97223 024 3'-0" x 7'-O" CHARTING 1-3/4" PL SC WD/GL MFR A STL-KD MFR 2, 5 025 3'-0" x 7-0" THERAPY 1-3/4" F SC WD MFR A STL-KD MFR 5 027 3'-0" x 7'-O" THERAPY 1-3/4" F SC WD MFR A STL-KD MFR 5 (E)028A (E) HALL (E) (E) (E) (E) (E) (E) (E) (E)028B (E) HALL (E) (E) (E) (E) (E) (E) (E) (E)028C (E) HALL (E) (E) (E) (E) (E) (E) (E) 2 Notes: Material Legend: 1. Pro'ide door with closer. MFR Manufacturer's Standard STL-KD Steel Frame- Knock Down . 2. Provide locking hardware. (E) Existing SC WD Solid Core Wood 3. Door to remain unlocked on egress side. GL Tempered Glass 4. Provide occupancy indictor lock at door. 5. Provide door sweep and gasketing. General Notes: 1.Threshold at all doorways to be level or no greater than 1/2" in height. SHEET TITLE: 2. DOOR SCHEDULE d Door Schedule h SCALE: 1/4"= V-0" P: & Types 0 N C E O O O MNise DRAWN BY: KDC C DATE ISSUED: PERMIT SET 08.27.18 A REVISION 1 09.04.18 M A REVISION 2 09.10.18 m A REVISION 3 10.03.18 I ro 0 g a w .a 0 SHEET: A701 N t= O LRS Architects,Inc. 2018 f`J Y \, ARCHITECTS 720 NW Davis 503.221.1121 It Suite 300 503 221.2077 0 Portland OR 97209 www.Irsarchitects.com J I GENERAL NOTES I A. REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES. 0 1 B. SEE A200 SERIES 1/8"SCALED PLANS FOR ADDITIONAL INFORMATION. i c. r' „ ,J.JJJ,././ ,r//J-,J- /� ��, ,/> ,;J � C. PROVIDE NEW FLOORING&RUBBER BASE AS INDICATED, UNLESS OTHERWISE NOTED. tr E L '1 � 1 WAITING D. REPAINT ENTIRE SUITE.ASSUME(1)ACCENT WALL PER ROOM-LOCATIONS TBD. CS �'�� 081 i OFFICE 022 E. INTERIOR PAINTS ARE TO HAVE THE FOLLOWING SHEENS U.N.O.: OF % CONFERENCE -WALLS: EGGSHELL 002 -CEILINGS&SOFFITS: FLAT 1 aLVT-1 A870 CPT-1 F. SEE FINISH MATERIAL LEGEND,INTERIOR FINISH PLANS, INTERIOR ELEVATIONS AND REFLECTED CEILING PLANS FOR MORE INFORMATION. isit y ❑ '� G. FLOORING DIRECTION AND SEAMING LOCATIONS ARE TO BE APPROVED BY THE CONSULTANT: L A OFF/CE ARCHITECT. II li X 021 I BUSINESS OFFICEall B I CPT-1 023 A870 _ J I KEYNOTES O HALL CHARTINGQ TENANT TO PROVIDE RUBBER FLOORING FOR THIS ROOM ONLY. ! 003 024 HALL THERAPY 0 CONTRACTOR TO PROVIDE SMOOTH LEVEL FINISH AND 4"RUBBER BASE AT - - ALL WALLS. OT GYM 02 PROVIDE AND INSTALL CHAIR RAIL.VERIFY WITH TENANT ON INSTALLATION 004 HEIGHT AND PRODUCT. -BF-1 CPT-1 THERAPY LEGEND - CONSULTATION THERAPY `" 006 005 II:N\I I I I I I I 1. WALL FINISH I (.......r. THERAPY THERA 2i CLOSET 007 CPT >< LVT -.--r01� FLOORING TRANSITION CPT-1 CPT-1 PY THERA HALL T } VCT-1 REFI VCT-1 013 (N!C) © OT TRAINING - v...., FINISH LEGEND A870 FEED/NG .11117 '� CARPET TILE BREAK ROOM A870 THERAPY THERAPY OFFICE CPT-1 PATCRAFT;VISUAL ENERGY;VIVID COLOR:00508 HORIZON 008 ,# 014 015 016 INSTALLATION METHOD:TO BE DETERMINED PROJECT NUMBER: 218307 _ r INV PREF " —i (NI G� —T19 .o.sVINYL COMPOSITION TILE ® 0 ® _ VCT-1 ARMSTRONG;51810 STANDARD EXCELON IMPERIAL TEXTURE {E)T> CPT-1 © COLOR:WASHED LINEN New Horizons HALL J U:\i,N/-SEX (E�T 028 C�•1 STORAGE oJ2 RUBBER FLOORING Wellness Services Ti `~� r~ RBF-1 TO BE SELECTED AND INSTALLED BY TENANT,NIC. - I E)�T� I (� CPT-1 -� —— Triangle Pointe i 0IT CLOSE MC RBBB RM STRONG;TO BE DETERMINED 73333 SW 68th Parkway LL (0) IOC CLOS PAINT Suite 020 T 1 P-1 (GENERAL)TO BE DETERMINED Tigard, Oregon 97223 l P-2 (ACCENT) TO BE DETERMINED PLASTIC LAMINATE PL-1 (VERTICALS) WILSONART,6209K'VERDANA TEAK" PL-2 (HORIZONTALS)WILSONART,4869-60'WESTERN WHITE" PL-3 (TRANSACTION COUNTER)WILSONART,4974K-07"SUMMER CARNIVAL" N LUXURY VINYL TILE LVT-1 PATCRAFT;WOODLAND VIEW 30790 FLAX 1. INTERIOR FINISH PLAN - SCALE: 1/8"= 1'-0" i, SHEET TITLE: Tc Interior Finish Plan & Legend U 0 0 .- 1 d E gO ;6; _DRAWN BY: KDC t' DATE ISSUED: PERMIT SET 08.27.18 d A REVISION 1 09.04.18 s A REVISION 2 09.10.18 5 A REVISION 3 10.03.18 a c r O d a d a O SHEET: A801 N o LRS Architects,inc.CB 2018 a m 3 c Y c� ARCHITECTS 720 NW Davis 503.221.1121 Si Suite 300 503 221.2077 C Portland OR 97209 www.lrsarchitects.cam 6 7 6 A870 A870 A870 VERTICAL OVID ; - 11'-8" / 8'-6,. SURFACES, 6 EQUAL �, 2'-10" / / 6 EQUAL '{� PL-1 — TEMPERED .4* . • /\ l\ !\ i VERTICAL • /\ /� /� 4"P.LAM 4'-31/2" 4'-0" 2'-0" 4'-0" TEMPERED GLASS / \ / \ / \ / \ / / BACK / / / GLASS SLIDING 4-0 1-6 TEMPERED41147' ItICtilLE C.SUET ' I SURFACES, _ SPLASH, PL-2 SLIDING WINDOWS GLASS _ _ \ =/ \ C - - (MICRE3� PL-1 ; \ `//� •\ � - 7 / // WINDOWS // LOCKING SLIDING /i -) (MC) 1 WATERFALL / / HARDWARE _ WINDOWS FORM 'U' ` Y 4 P• .LAM BACK `Y `,,F / LOCKING / Zv t OF ~"ri '4 ' ' SPLASH, PL-2 �- / �` F COUNTERTOP, N o � PL-2 / E- HARDWARE TRANSACTION LOCKING cv N ( - HORIZONTAL "v // // COUNTER, HORIZONTAL �► 1 / E-- TRANSACTION PL-3 • REF I ��# 47_ I REF SURFACES, // TEMP " TEMP // L, -,,J _ _ _ SURFACES, _ _ _ _1 1 TEMP �- COUNTER, TEMP • (NIC) , - - _ r„v I ! - {NIC) PL-2 r i PL-3 Is i HORIZONTAL SURFACES, // II NN I I PL-2 _ _ � N rte _- - - - � .9 �c� (NIC)< - _ � �„ , (MC) i , '�j RUBBER M , / c:i �}- RUBBER o `4 `Q _ - en . �- v v ,,R BASE, �" BASE, �, `' RUBBER �' `E,,Q �' VERIFY RB-1 ♦ I RB-1 ---� BASE, RB-1 CONSULTANT: iiiiimoso - WITH • ♦ '"" ♦ `''��` �� 2'-g" SPEC 3'-0" 3 EQUAL 30" 2 EC 3'-0° RUBBER BASE, RUBBER BASE, / / / CLR / / 5 VERIFY IN FIELD / RB-1 RB-1 / 11'-8" / A870 13 ( 8 9 8 9 A870 A80 A870 A870 A870 1. BREAK ROOM 008 - SOUTH 2. OT TRAINING FEEDING 009 - WEST 3. WAITING 001 - SOUTH 4A. BUSINESS OFFICE 023 = NORTH 4B. BUSINESS OFFICE 023 - EAST SCALE: 1/4"= 1-0" SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1-0" SCALE: 1/4"= 1=0" SCALE: 1/4"= 11-0" CLEAR SILICONE CAULK • 2'-1"U.O.N. AT SEAM(TYP) WALL SEEN BEYOND / / CHROME ACCESSIBLE CONTINUOUS CONTINUOUS CLEAR SILICONE CAULK AT SEAM(TYP) 2'-1"U.O.N. FAUCET TEMPERED GLASS FRENCH CLEAT FRENCH CLEAT PLASTIC LAM#NATE COUNTERTOP& '� ADA COMPLIANT SLIDING WINDOW 1'-0"U.O.N. 1'-0"U.O.N. SPLASH AT ALL EXPOSED SURFACES& SKTAINLESS EN SINK STAINLESS STEEL PLASTIC LAMINATE AT PLASTIC LAMINATE AT ALL EDGES(SEE ELEVATION}OVER 3/4" 1„ SUBSTRATE 1„ PLASTIC LAMINATE ALL EXPOSED& EXPOSED& SEM!-EXPOSED - t PLASTIC LAMINATE ♦ ♦ �cf c� • COUNTERTOP&SPLASH 1'-t)�� 7 COUNTERTOP AT ALL I� SEMI EXPOSED r SURFACES OVER 3/4"SUBSTRATE; AT ALL EXPOSED EXPOSED SURFACES& 1; SURFACES OVER 3/4 SELF EDGE • , SURFACES&EDGES SUBSTRATE;SELF �' 'ter{ 6"DRAWER `T�� r::-"-- IN; (SEE ELEVATION)OVER EDGES(SEE ' • EDGE WHITE INTERIOR w/ j N ELEVATION)OVER 3/4" ADJUSTABLE SHELVES(TYP) C \ / 3/4"MEDIUM-DENSITY -! SUBSTRATE z. L 4"WIRE PULLS, BRUSHED If ♦ -' EXTERIOR GLUE. DE W/ ALUMINUM(TYP) CONCEALED STEELWHITE INTERIOR(TYP) 4"WIRE PULLS, ANGLED SUPPORT AS illimim". -4„ / REQUIRED WHITE INTERIOR w/ _ 4"W#RE PULLS,BRUSHED e e SEMI-EXPOSE SURFACES �,PLASTIC LAMINATE AT ALL BRUSHED ALUMINUM ADJUSTABLE 4 1 -* PLASTIC LAMINATE `' SHELVES{TYP) M ALUMINUM(TYP) o • : OVER 3/4"SUBSTRATE;SELF E, OVER 3/4"SUBSTRATE21 7 • PLASTIC LAMINATE AT ALL EXPOSED ; . 1 EDGE REMOVABLE BASE PROJECT NUMBER: 830w -+ GYPSUM BOARD,PAINTED r - - - - - - 11 & SEMI-EXPOSED SURFACES OVER cV : •: WHITE INTERIOR w/ `" /BLACK HEAT z CABINET DOORS W/ 3/4" . ADJUSTABLE SHELVES(TYP) PROOF WRAP cc N 4"WIRE PULLS, MICROWAVE i SUBSTRATE;SELF EDGE BASE AS SPECIFIED;REFER TO EXPOSED M FEUROPEAN ULLY CONCEALED �/ BRUSHED (NIC) ELEVATION PIPING "' QUICK NAP OFF & New Horizons ALUMINUM(TYP) OPEN TO WALL;NO BACK CAPABILITY BASE AS SPECIFIED I J T - , WHITE INTERIOR(TYP) Wellness Services Tl BOTH SIDES(TYP) i ` -- "` VERIFY SIZE OF MICROWAVE WITH p, 11 F v TENANT PRIOR TO CONSTRUCTION T.O. FIN. FLR i /1 4T.0. FIN. FLR \ r 1 Triangle Pointe •I • I / 1,_6„ 13333 SW 68th Parkway I _�_ _ T.O. FIN_FLR • CONTINUE FLOOR FINISH Suite 020 UNDER CABINET AT SINK, Tigard, Oregon 97223 • SEE FLOOR PLAN g 5. WAITING CHECK-IN DETAIL 6. TYPICAL 3` HIGH UPPER CABINET 7. MICROWAVE CABINET SECTION 8. LOWER CABINET WI DRAWER & DOOR 9. TYPICAL LOWER CABINET wl SINK SCALE: 1"= V-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1=0" SCALE: 1"= 1=0" 18 GA.DEFLECTION CHANNEL SECURE TO METAL DECK WI PROVIDE(2)#8 SHEET METAL 1/4"DIA.X 1-1/2"POWER SCREWS AT EA BRACE BACKER RODS ACTUATED DRIVEPINS INTO ATTACHMENT TO STRUCTURAL 20 GA.3 5/8"STUD BRACING TO CONCETE FILLED FLUTES @ 18" MEMBER TYP. STRUCTURE @ 8'-O"O.C. AND CLEAR SEALANT EXISTING WINDOW MULLION 4 O.C. OR#8 S.M.S INTO METAL2'-0" DECK @ 1$"O.C. PROVIDE FOR PROVIDE 2"X 1/8"LIGHT&SOUND PROVIDE CORNER BEAD / / CONTINUE 314"DEFLECTION. SEALING GASKET CONTINUOUS &PAINT ON WINDOW SILL BELOW 3"GROMMET GYP.BD.TO BETWEEN WALL&CEILING s SIDE OF WALL END, CEILING .o" TYPICAL o 0 SEE RCP,h o r _ VERIFY HEIGHT. PLASTIC LAMINATE COUNTERTOP AT ALL EXPOSED / 'Y' SURFACESSUBSTTE&EDGES(SEE ELEVATION)OVER 3/4"CEILING SYSTEM AS SPECIFIED '1 2'-0"MIN. - N RASHEET TITLE: WHERE OCCURS(REFER TO PROVIDE(2)FASTENERS @ EA. �1 1 RCP) BRACE STUD CONNECTION TO TOP - Elevations & 14 PROVIDE SOUND BATTING ABOVE OF WALL STUD �r 3 51$"25 GA{3625125 1$)MTL co 4 �� EITHER SIDE OF WALLCEILING TILES AT ST 2'0"ON C �+ 8 STUDS 24"O.C.WITH 5/8" GYP. 4 -r• C) C ) l Details @ 4 N• BD.EACH SIDE. EXTEND MTL 3-5/8"25 GA.(3625125-18)MTL 4 '- GLAZING CONCEALED STEEL ANGLE S STUDS AND GYP.BD. FULL HEIGHT STUDS @ 24"O.G.WITH 5/8"GYP. 1! ,{•• SUPPORT AS REQ'D TO UNDERSIDE OF STRUCTURE PARTITION • TYPE AS ABOVE. PROVIDE 3"SOUND BD.EACH SIDE. PROVIDE 3'SOUND SCHEDULED ---- - ATTENUATION BATT INSULATION iQ ATTENUATION BATT INSULATION FRICTION FIT IN STUD SPACE AND i, S � FRICTION FIT IN STUD(SEE NOTE ACOUSTIC SEALANT @ CEILING I / - _- - - . - - - 9 BELOW FOR MORE INFORMATION). . ., V p POWDER DRIVEN GRID. a POWDER DRIVEN ANCHOR CENTER OF MULLIION TO BASE AS SPECIFIED(TYP) DRAWN BY: KDC d ANCHOR AT 2'-0"O.C. THRU MTL.STUD �� BASE ON BOTH SIDES AS AT 2'-0"O.C.THRU MTL. ALIGN WITH CENTER OF ♦, :4-• STUD TRACK,LION PARTITION DATE ISSUED: TRACK,LION SPECIFIED BASE ON BOTH SIDES AS �1� SPECIFIED �� PERMIT SET 08.27.18 v IIS#I EXISTING SLAB, _ EXISTING SLAB SLAB, ♦ A REVISION 1 09.04.18 04 Z NOTE: FOR WALLS 13'-6"ABOVE FINISHED FLOOR(AFF)BUT LESS THAN 16'-1"AFF,PROVIDE 3-5/8"20 GA (3625200-33)STRUCTURAL MTL STUDS WITH 2"FLANGE AT 24"O.C. FOR WALLS OVER 25'-0"AFF,PROVIDE 6"18 GA A REVISION 2 09.10.18 (600S162-43)MIL STUDS AT 16"O.C. FOR OTHER CONDITIONS,VERIFY WITH ARCHITECT PRIOR TO CONSTRUCTION. - REVISION 3 10.03.18 a ii 10. DEMISING WALL 11. BUILDING STANDARD PARTITION 12. WALL TO MULLION DETAIL 13. WORK COUNTER - CONCEALED SUPPORT a SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'--0" SCALE: 3"= 1'-0" SCALE: 1"= 1'--0" - i A870 o SHEET: aLRS Architects,Inc.0 2018 m v ri i - - - - - - - - - - - - ARCHITECTS FLOOR PLAN GENERAL NOTES 720 NW Davis 503.221.1121 t A. REFER TO SHEET A100 FORA COMPLETE LIST OF GENERAL NOTES. Suite 300 503 221.2077 D I I -.�� > 1 r --...,,,pc B. DIMENSIONS ARE TO FACE OF WALL UNLESS OTHERWISE NOTED. ADVISE Portland OR 97209 www.Irsarchitects.com �_I VI I / ~'''% ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. i I— C. ALL ELECTRICAL WORK IS DESIGN BUILD-ALL ELECTRICAL OUTLETS, DATA& Alk SWITCHES SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS. SUBMIT ELECTRICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO ` CONSTRUCTION. D 40 AM s lairili\ \, % ,\ D. PATCH AREAS ADJOINING AND/OR ADJACENT TO DEMOLITION WORK +ra. � TO MATCH41114 ` 4)' EXISTING AND/OR NEW CONSTRUCTION. MIME C.S lk u ` L�\ \././°. 41r E. ::::: :::::wAuab0N1J01NTs ALLALL/M . 4 44 � "l #',.rt:F. 1355 •.,.. I G. PAINT ENTIRE CORRIDOR. OF 0;, 0' r ` H. AT NEW DEMISING WALL, FINISH BOTH SIDES OF NEW WALL AND PROVIDE PAINT. / / /f� REPAIR EXISTING CEILING ON BOTH SIDES TO APPEAR AS NEW. PROVIDE / / f; l `.',/ ADEQUATE MECHANICAL COVERAGESTI TO BOTH AREAS AND SPLIT METERS AS .� .,� '� REQUIRED. ADJUST SWITCHING AS REQUIRED SO EACH AREA HAS SEPARATE % A CONTROLS. � ,,„x... ‘ \ _] .�' CONSULTANT: t r 1 p--Yli 1 \ • �. i (E)CPT KEYNOTES 14_414T,__. ; O INFILL OPENING TO MATCH ADJACENT FINISHES. O PROVIDE NEW SEMI-RECESSED FIRE EXTINGUISHER CABINET. LLO FINISH LEGEND CARPET CPT-1 TO MATCH EXISTING BUILDING STANDARD CORRIDOR CARPET O RUBBER BASE ON RB-1 TO MATCH EXISTING - D1 PAINT P-1 TO MATCH EXISTING LEGEND EXISTING PARTITION PROJECT NUMBER: 218307 ' - -' '- ' -G DEMISING WALL (SEE DETAIL 101A870) New Horizons BELOW ITEMS SHOWN FOR REFERENCE ONLY Wellness Services TI 0 DUPLEX OUTLET Triangle Pointe N NEW 13333 SW 68th Parkway FEC FIRE EXTINGUISHER CABINET Suite 020 L , Tigard, Oregon 97223 & 1j) 71} 4 5 9 vz 6'-11" I VIF , , , , , „ . . C 7 rl 12 FEC _i.�\ A870 U - (N)CPT-- TYP z> I - b(N) T ALIGN Li �►, i , �„ , N N 1. DEMOLITION PLAN (1) 2. FLOOR PLAN SCALE: 1/8"= V-0" SCALE: 1/8"= 1-0" SHEET TITLE: New Corridor DEMOLITION GENERAL NOTES DEMOLITION KEYNOTES Demolition & 0 0 A. REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES. EXISTING SUSPENDED CEILING TO BE REMOVED.SEE REFLECTED CEILING D1 PLAN ON 1/A901 FOR NEW CEILING LAYOUT. Floor Plans B. REMOVE EXISTING FLOORING&BASE UNLESS OTHERWISE NOTED. g C. PROTECT ALL ADJACENT AREAS DURING DEMOLITION&FROM DUST AND 0 cATRASH INTRUSION. S _ _- - _-- - - - _ _ 4 g LEGEND D. REMOVE&SALVAGE DOORS,FRAMES,&RELITES FOR REUSE. DRAWN BY: KDC 2 E. REMOVE AND SALVAGE FIRE EXTINGUISHERS&CABINETS FOR REUSE. i EXISTING PARTITION DATE ISSUED: PERMIT SET 08.27.18 Z = ----- = = = DEMOLISH EXISTING ELEMENT A REVISION 1 09.04.18 A REVISION 2 09.10.18 Ei A REVISION 3 10.03.18 0 a a. a U 0 A900i . LRS Architects,Inc.©2018 I Cu 3 c ARCHITECTS GENERAL NOTES 720 NW Davis 503.221.1121 1! A. REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES. Suite 300 503 221.2077 0 PI' r- 2-----v- B. ALL ELECTRICAL WORK IS DESIGN BUILD-EXISTING&NEW LIGHT FIXTURES Portland OR 97209 www.lrsarchitects.com SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT it I ANY DISCREPANCIES TO ARCHITECT. SUBMIT ELECTRICAL PLANS TO if % ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN&RESTORE ALL 0 o LIGHTS TO WORKING ORDER PRIOR TO JOB COMPLETION. • ® if i - C. ALL MECHANICAL WORK IS DESIGN BUILD-EXISTING&NEW DIFFUSERS , /' 4SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT O - /� ANY DISCREPANCIES TO ARCHITECT. SUBMIT MECHANICAL PLANS TO it . ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN ALL DIFFUSERS C, SMIT At / V o , VP- PRIOR TO JOB COMPLETION. tteld 0 • '/•'IP D. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING,STROBES,SMOKE i 4 • O ON DETECTION&SPRINKLERS TO ARCHITECT FOR REVIEW AND COORDINATION ` {-�` PRIOR TO CONSTRUCTION. ``JOF M.w I - 0 E. WHERE NEW LIGHTS ARE ADDED-MATCH EXISTING BUILDING STANDARD TYPE O / I \ AND FINISH. k0 o 1 O ® �� KEYNOTES E CONSULTANT: i 0 @ OMIT. O ILI O O EXISTING LOBBY CEILING TO REMAIN AS IS.REPAIR/TOUCH UP AREAS r 1 \`l EFFECTED BY DEMOLITION. i� `41 1 ; \\ PROVIDE NEW BUILDING STANDARD SUSPENDED ACOUSTICAL CEILING { I ; \f/ GRID SYSTEM WITH NEW OR RELOCATED 2X4 LIGHT FIXTURES. Vi 1 - 40 PROVIDE NEW BUILDING STANDARD LED EXIT SIGN. `- I ' LEGEND NEW 2X4 ACOUSTICAL SUSPENDED CEILING(SEE A101 FOR MORE INFORMATION) 1 PROVIDE NEW OR RELOCATED BUILDING STANDARD 2x4 LIGHT FIXTURE I9'-s'.) CEILING HEIGHT AFF 1 , 1 BELOW ITEMS SHOWN FOR REFERENCE ONLY N NEW E EXISTING N , PROJECT NUMBER: 218307 New Horizons Wellness Services Ti N Triangle Pointe 13333 SW 68th Parkway Suite 020 Tigard, Oregon 97223 I H 0 1 ®'I'll N N H ' 1 (— L J N 1. REFLECTED CEILING PLAN CD SCALE: 1/8"= 1'--0" SHEET TITLE: New Corridor N.a Reflected U Ceiling Plan N C d g O O O 5 2F DRAWN BY: KDC c i DATE ISSUED: PERMIT SET 08.27.18 Z A REVISION 1 09.04.18 co A REVISION 2 09.10.18 A REVISION 3 10.03.18 W a a.) a A901 SHEET: e LRS Architects.Inc.©2018 1 c§ Y