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Plans (2) BUP2015 - 00245 RECEIVED AUG 13 2015 CITY OFTIGARD BUILDING DIVISION L f NW CAPITAL MANAGEMENT T/ ARCHITECTS 720 NW Davis 503.221.1121 t Suite 300 503 221.2077 0 Portland OR 97209 www.irsarchitects.com TRIANGLE POINTE OD 13333 SW 68TH PARKWAY, SUITE 210 TifaARD, OR 97223 OF PERMIT SET 08. 13. 15 CONSULTANT: PROJECT DIRECTORY PROJECT SUMMARY CODE SUMMARY (SEE EGRESS PLAN BELOIM LEGEND (SEE EGRESS PLAN BELOW) BUILDING MANAGER: L GENERAL INFORMATION: 5. ACCORDING TO SECTION 101.4, DURING A BUILDING EXIST, DO NOT ADD ONE. REQUIRED EXITS PER SECTION 1015 AREA OF WORK Deacon Development Group Pete Snook:pete.snook@deacon.com ALTERATION, RENOVATION OR REPAIR,ALL EXIST/NG 4, PROVIDE EMERGENCY EGRESS LIGHTING FOR THE — — PROJECT NAME: NW CAPITAL MANAGEMENT TI UNALTERED PORTIONS OF THE BUILDING AND EGRESS PATH IN ALL PUBLICAND TENANT SPACES. OCCUPANCY SPRINKLERED REQUIRED PROPOSED — — — 44"MIN. EXIT EGRESS PATH 901 NE Glisan,Suite 210 Ryan Schera:ryan.schera@deawn.com PROJECT ADDRESS: TRIANGLE POINTE BUILDING SYSTEMS SHALL REMAIN UNCHANGED AND MINIMUM INTENSITY SHALL NOT BE LESS THAN 1p Portland,Oregon 97232 13333 SW 68TH PARKWAY IN COMPLIANCE WITH WITH OEESC. . FOOTCANDLE AT FLOOR LEVEL ALONG THE ENTIRE B Y 2 2 B OCCUPANCY GROUP Telephone (503)297-8791 SUITE 210 TIGARD, OR 97223 /V. BUILDING STANDARDS: LENGTH CA THE PATH. CONNECT TO BUILDING X ROOM OCCUPANT LOAD PER SECTION 1004 PROPERTY ID: W262787 -- �— ELECTRICAL SYSTEM. MINIMUM DISTANCE ALLOWED BETWEEN EXITS PER 1015.2.i BUILDING TYPE: TYPE 11-A 5. PROVIDE EXIT SIGNAGE. EXIT SIGNAGE SHALL BE ----- (XX) ACCUMULATIVE OCCUPANT LOAD ARCHITECT: lI. APPLICABLE CODES_ BUILDING OCCUPANCY: B CONNECTED TO BUILDING POWER SUPPLY WITH OCCUPANCY SPRINKLERED I REQUIRED I PROPOSED LRS Architects,Inc. Darcie McConnaha: dmoconnaha@lrsarchitects.com TOTAL BUILDING FLOOR RENTABLE AREA: +/.22,898 S.F. BATTERY BACK-UP FOR MIN 1-1/2 HOUR DURATION. B Y 54'-5" 7T-3- UO UNOCCUPIED SPACE 720 NW Davis,Suite 300 2012 INTERNATIONAL BUILDING CODE(IBC) 6. PROVIDE CODE MINIMUM FIRE ALARM CONNECTIONS 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) AREA OF WORK: AS REQUIRED. EXIT SIGN w/INTEGRATED DIRECTIONAL ARROW Portland,Oregon 97209 2014 OREGON MECHANICAL SPECIALTY CODE (OMSC) TENANT AREA: +/--5955 R.S.F. EXIT ACCESS TRAVEL DISTANCE FROM MOST REMOTE POINT PER WHERE OCCURS AT ALL EXITS, EVERY 100'IN Telephone(503)221-1121 2014 OREGON FIRE CODE TOTAL TENANT OCCUPANT LOAD:86 TABLE 1016.2 CORRIDORS,AND IN SPACES WHERE 2 MODES OF 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE EGRESS ARE REQUIRED PER SECTION 1011. (REFER (OEESC) V. ADA ACCESSIBILITY UPGRADES: OCCUPANCY SPRINKLERED REQUIRED PROPOSED TO ELECTRICAL DRAWINGS FOR MORE GENERAL CONTRACTOR: 2014 OREGON PLUMBING SPECIALTY CODE(OPSC) INFORMATION).POCHE INDICATES "EXIT'TEXT SIDE 2014 OREGON ELECTRICAL SPECIALTY CODE(OESC) 1. BUILDING HAS BEEN UPGRADED ACCORDING TO THE B Y 300'MAX 70'-1" OF SIGN. SIGNS SHOWN IN CORRIDORS ARE Deacon Development Group Bill Townsend:bill.townsand@deacon.com ACCESSIBILITY UPGRADES LIST AS OUTLINED IN OSSC CEILING HUNG. SIGNS SHOWN ON WALL ARE WALL 901 NE Glisan,Suite 210 Ill.OREGON ENERGY EFFICIENT SPECIALTY CODE 3411. HUNG. Portland,Oregon 97232 1. EXTERIOR ENVELOPE. NO CHANGE TO EXISTING COMMON PATH TRAVEL DISTANCE FROM MOST REMOTE POWT REQUIRED EXIT Telephone (503)297.8791 ENVELOPE. IF EXISTING EXTERIOR WALLS, CEILING VI. EMERGENCY SYSTEM STANDARDS: BEFORE 2 WAYS PROVIDED PER TABLE 1014.3 E OR ROOF CAVITIES BECOME EXPOSED DURING THE ALTERATION, THEN CAVITIES ARE TO BE INSPECTED OCCUPANCY SPRINKLERED REQUIRED PROPOSED FOR THERMAL INSULATION. 1. BUILDING IS FULLY SPRINKLERED(NFPA 13). MAKE 2. INTERIOR LIGHTING: PROPOSED NEW INTERIOR CODE MINIMUM CORRECTIONS AS REQUIRED PER B Y 100'MAX 24'--3" LIGHTING IN COMPLIANCE WITH OEESC-DEFERRED NEW PLAN. SUBMITTAL. 2. BUILDING HAS EXISTING NFPA SMOKE DETECTORS: DRAWING INDEX 3. EXTERIOR LIGHTING: NO CHANGE TO EXISTING PROVIDE CODE MINIMUM CORRECTIONS AS EXTERIOR LIGHTING. REQUIRED. SMOKE DETECTORS TO BE TIED TO THE SHEET NAME 4. NO NEW MECHANICAL EQUIPMENT TO BE ADDED TO BUILDING ALARM SYSTEM. PROJECT NUMBER: 215249 BUILDING. SCOPE OF WORK 1S LIMITED TO ADJUSTING 3. IN BUILDINGS EQUIPPED WITH AN EXISTING VISUAL A001 COVER SHEET LOCATIONS OF HVAC SUPPLYAND RETURNS. SEE A100 FOR MORE INFO STROBE SYSTEM.,PROVIDE CODE MINIMUM A100 GENERAL NOTES&STANDARD MOUNTING HEIGHTS CORRECTIONS AS REQUIRED. IF A SYSTEM DOES NOT W Capital A101 SUSPENDED CEILING AND LIGHT INSTALLATION GUIDE AND DETAILS Management TI A201 DEMOLITION&FLOOR PLAN A202 REFLECTED CEILING PLAN, DOOR&RELITE TYPES AND DOOR SCHEDULE Triangle Pointe A301 ENLARGED PLAN,INTERIOR ELEVATIONS,&DETAILS 13333 SW 68th Parkway, Suite 210 CITY OF TIGARD Tigard, OR 97223 REVIEWED FOR CODE COMPLIANCE DEFERRED SUBMITTALS - DESIGN BUILD GENERAL NOTES �— Approved: ELECTRICAL SYSTEMS LOW VOLTAGE SYSTEMS THE SITE PLAN AND SUITE LOCATION PLAN ARE FOR REFERENCE ONLY. SEE ALL OTHER PLAN SHEETS FOR /' ��^' OTC: [ 1i]"' J oZfl iS ` 00.,CONTRACT DOCUMENT INFORMATION. THE PROJECT SUMMARY IDENTIFIES SOME SPECIFIC OSSC REQUIREMENTS %// #: �f MECHANICAL SYSTEMS SPRINKLER SYSTEMS BUT IS NOT INTENDED TO LIST ALL OSSC REQUIREMENTS. T =' AREA OF WORK Pcmut F���U PLUMBING SYSTEMS EGRESS LIGHTING Q Address: 333�3 U° Suite#: Za i )SAS., 2.P> rr� � �� ` `. ° r � � '•..,� ,\ �� �k ,� � _ _ � GL 4 13Y. Date: LLL , 1 OFF ICE COPY 4 TRIANGLE POINTE ---- `\V,.;� dt ' �V ` E 4 ( 3 23 , ■ + ti t x t - : t t1VifRiWN ■ }5t31 �C4' , i,l :� '. A �.. VO 2 2 2 1 v gtlnWtrs31V41f!¢o2n�C >�d' a� V A .._ --- ". / ,V�� r.l'� t A'V�D1� � T ➢uts-ns aMaanComp.Sa �i� 1t _ pm .�t� ttY .xr ° \ :f 7' Ii, l ii1..`• M 1>>"'- .i �,1 �i�.i '\ Vit.., < 4:{ �y :! F t ; e / ` I { 1 � 't°' \l-�'�' , \\.. a � \\��1�\Y ,�A`��\ •� t SHEET TITLE: S t ro' / B Cover Sheet ,' - t $� r rr r t '! `c .� ' t, a `` k. i "V }) 1 v: '➢ 3�.. ?�ioa � ,1 ! �' , ,' ` ; ,>< z 1. 5)r4�i8th : \ \ t< %: �4< W\/ >•" (S), E(43) p ! 2 O Y 2 18 2 CITY p TIGAR w PW)r Jrtdt81r4 Nancftn{F •, :`•ilr5 S , ri ,d r r i` - r''" �., 's Date: n n in i, /13 1 Initials m DRAWN BY: HAB Al—, —� DATEISSUED: 08.13.15 Li � r {t . < Iii , c�i '� 7 n t liA rt okr z N N e N_ 1. VICINITY MAP 2. SITE PLAN 3. SUITE LOCATION AND EGRESS PLAN SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE a SHEET: A001 LRSArrhbcts,Ino.®2015 n v PERMIT SET 08. 13. 15 GENERAL NOTES GENERAL 24. NEW DOOR HARDWARE SHALL MATCH EXISTING BUILDING STANDARD LEVER HANDLE WITH 46, COORDINATE ELECTRICAL REQUIREMENTS FOR MECHANICAL SYSTEM. MATCH EXISTING BUILDING STANDARD WHERE POSSIBLE FOR REQUIRED EMERGENCY FINISH TO MATCH BUILDING STANDARD. FINISH OF HINGES AND CLOSERS TO MATCH. ALL 47. DESIGN-BUILD CONTRACTOR SHALL PREPARE A WRITTEN SCOPE OF HVAC WORK WITH BID. SYSTEMS AND INSTALL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT Lf CONVEY DESIGN INTENT NOT OTHERWISE 1. THE GENERAL NOTES ARE INTENDED NAL ELECTRICAL CODE THE DRAWINGS AND SPECIFICATIONS.T OTHE PROJECT INTENT S TO PROVIDE A COMPLETED IN 25. CONTRACTOR SHALHARDWARE SHALLL VERIFY COMPATIBILITY OF HARDWARE SPECIFIED WITH BUILDING CONTROLS E ADA ACCESSIBLE. THIS IS TO I AND THERMOSTATS,NCLUDE NEW ETC. OWNER WILL REVIEW SCOPE OFENT, NUMBER OF ZONES, OWORK PROPOSEDN AND QUANTITY 71. PROVIDE DE VIISUAL AND AUDIBLE ALARM SIGNAL APPLIANCES INTEGRATED INTO THE BUILDING A R C H I T E C T S WORKING TENANT OR BUILDING IMPROVEMENT. KEYING SYSTEM. PRIOR TO ACCEPTANCE OF BID. ALARM SYSTEM AS REQUIRED BYADA AND CURRENT OSSSC STANDARDS. PROVIDE 720 NW Davis 503.221.1121 2. ALL WORK SHALL CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE(IBC), 2014 26. PROVIDE NEW DOORS MATCHING EXISTING DOORS'VENEER SLICING PATTERN AND GRAIN 48. DESIGN-BUILD CONTRACTOR TO PROVIDE CERTIFICATION THAT OUTDOOR AIR ADDITIONAL ELECTRICAL SERVICE AS REQUIRED. COORDINATE REQUIREMENTS WITH OREGON STRUCTURAL SPECIALTY CODE(OSSC), 2014 OREGON MECHANICAL SPECIALTY DENSITY, AND FINISH. REQUIREMENTS OF CURRENT CODES WILL BE MET FOR EACH OCCUPANCY USE WITHIN THE BUILDING OWNER. ALARM LOCATIONS INDICATED ON PLANS ARE ONLY FOR REFERENCE, Suite 300 503 221.2077 D CODE(OMSC), 2014 OREGON FIRE CODE, 2014 OREGON ENERGY EFFICIENCY SPECIALTY 27. PROVIDE CLOSERS ON ALL TENANT ENTRY OR EXIT DOORS TO MATCH EXISTING BUILDING TENANT IMPROVEMENT AREA. 72. PROVIDE SHOP DRAWINGS FOR ALARM SYSTEM LAYOUT AS REQUIRED BY CODE. CODE(OEESC), 2014 OREGON PLUMBING SPECIALTY CODE(OPSC), 2014 OREGON ELECTRICAL STANDARD FINISH AND TYPE. 49. INTERIOR AND PERIMETER OFFICES SHALL NEVER BE ON THE SAME ZONE. CONFERENCE 73. VERIFY SERVICEABILITYAND REUSABILITY OF EXISTING ELECTRICAL EQUIPMENT,AND Portland OR 97209 www.irsarchitects.com SPECIALTY CODE(OESC)AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING 28. PROVIDE DOOR OPENINGS IN RATED WALLS COMPLYING WITH REQUIRED SMOKE CONTROL ROOMS AND LUNCHROOMS CAPABLE OF SEATING(6) OR MORE SHALL ALWAYS BE ON THEIR REPAIR OR REPLACE AS NECESSARY. AUTHORITIES. ASSEMBLY AND INDICATED FIRE PROTECTION RATING OF NO LESS THAN 20 MINUTES. OWN ZONE. 74. VERIFY THE CAPACITYAND REUSABILITY OF EXISTING ELECTRICAL PANELS TO MEET 3. CAREFULLY EXAMINE THE PROJECT SITE AND CONSTRUCTION DOCUMENTS. VERIFY ALL WHERE EXISTING DOOR OPENINGS DO NOT COMPLY WITH PRESENT BUILDING CODE 50. DESIGN-BUILD CONTRACTOR SHALL VERIFY THE SUITABILITYAND CONDITION OF SCHEDULED PROJECT REQUIREMENTS. DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND REPORT ANY DISCREPANCIES REQUIREMENTS, PROVIDE NEW DOORS, FRAMES AND HARDWARE THAT COMPLY. EQUIPMENT TO BE RE-USED OR RELOCATED. DETERMINE ITEMS THAT NEED TO BE 75. TERMINATE ALL CONDUITS IN STANDARD DUPLEX BOXES, UNLESS OTHERWISE INDICATED. TO THE ARCHITECT. 29. ADJUST THE RESISTIVE FORCE OF ALL NEW AND EXISTING INTERIOR DOOR CLOSERS IN THE REPAIRED OR REPLACED. PRICE THESE ITEMS SEPARATELY AND AS EXCEPTIONS/ 76. KNOWN EXISTING(E)ELECTRICAL AND PHONE/DATA OUTLETS HAVE BEEN INDICATED ON THE 4. OBTAIN AND PAY FOR ALL PERMITS AND FEES TO COMPLETE THE WORK. OBTAIN AND PAY PROJECT AREA TO A MAXIMUM PRESSURE OF 5 LBS. TO COMPLY WITH ADA REQUIREMENTS. CLARIFICATIONS IN BID. DRAWING. ADDITIONAL EXISTING OUTLETS MAY EXIST AND SHOULD BE VERIFIED BY Y" FOR ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS, 51. AUTOMATIC SPRINKLER SYSTEM SUPERVISION. ALL VALVES, INCLUDING THOSE IN PITS, CONTRACTOR. 5. THE CONTRACTOR SHALL PROVIDE AND PAY FOR DUMPSTER AND TELEPHONE. FINISHES SHALL BE MONITORED BY UL LISTED FIRE MARSHAL-APPROVED CENTRAL STATION. WATER 77. VERIFY WITH TENANT OR OWNER LOCATIONS OF ELECTRICAL AND VOICE/DATA OUTLETS FOR 6. COORDINATE ARCHITECTURAL WORK WITH MECHANICAL AND ELECTRICAL DESIGN BUILD FLOW AND HIGH/LOW PRESSURE FOR DRY PIPE SYSTEMS IF USED) SHALL BE SUPERVISED, SYSTEMS FURNITURE PRIOR TO INSTALLATION. Y WORK AND SUBMIT ALL DESIGN BUILD PLANS TO ARCHITECT FOR REVIEW PRIOR TO 30. REPAIR/REFINISH ANY DAMAGE TO EXISTING FINISH SURFACES IN IMPROVEMENT AREA AS WELL AS OTHER FEATURES DEEMED NECESSARY BY CURRENT NATIONAL FIRE 78. SMOKE DETECTION DEVICES INDICATED ON THE DRAWINGS ARE FOR REFERENCE ONLY. r] CONSTRUCTION. CAUSED BY CONSTRUCTION OPERATIONS. PROTECTION ASSOCIATION STANDARDS. CONFIRM SPACING OF DETECTORS WITH DEVICE LISTING. 7, DIMENSIONS TAKE PRECEDENCE OVER SCALE. DIMENSIONS ARE TYPICALLY TO FACE OF 31, PAINT EXISTING WALLS WITH 2 COATS OF EGGSHELL FINISH PAINT UNLESS OTHERWISE 52. PREPARE SPRINKLER SYSTEM SHOP DRAWINGS FOR COORDINATION WITH ARCHITECTS 79. CLEAN AND REPAIR EXISTING SMOKE DETECTORS TO BE REUSED TO GOOD WORKING t PDR pip.ORN 1 FINISH UNLESS OTHERWISE NOTED. NOTED. SUBMIT COLOR DRAW-DOWNS TO ARCHITECT AND OWNER FOR APPROVAL PRIOR TO DRAWINGS BYARCHITECT CONDITION. ik 8. KEEP PROJECT AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS. APPLICATION. 53. PAY ALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES 80. CLEAN NEW, EXISTING,AND RELOCATED LIGHT FIXTURES IN PROJECT AREA, OR IN AREAS Q 9. DO NOT DISTURB ADJACENT TENANTS BY NOISY CONSTRUCTION(i.e.,JACK HAMMERING OR 32. WHERE ALL NEW PARTITIONS ABUT, JOIN OR CONNECT TO EXISTING SURFACES, WALLS, OR NECESSARY TO COMPLETE THE WORK. AFFECTED BY WORK OF THIS PROJECT,AT COMPLETION OF JOB. RELAMP AND REPLACE OF CORE DRILLING), OR ODORS(i.e., PAINTING OR ADHESIVE FROM FLOOR OR WALL NEW CONSTRUCTION, THE FINISHED SURFACE SHALL BE ALIGNED FLUSH. 54. PROVIDE FIRE DAMPERS AS REQUIRED BY CURRENT OSSSC STANDARDS FOR NEW BALLAST IN LIGHT FIXTURES AS REQUIRED TO RESTORE TO WORKING ORDER. COVERINGS), SCHEDULE SUCH ACTIVITIES FOR AFTER NORMAL BUSINESS HOURS, 33. ALL NEW WALLS AND PARTITIONS SHALL HAVE TAPED JOINTS(3) COATS SANDED AND PRIMED CONFIGURATION OF FIRE-RATED PARTITIONS. 81. CLEAN AND REPAIR EXISTING EXIT SIGNS TO BE REUSED. REPLACE BATTERY AND/OR COORDINATE SUCH ACTIVITIES WITH BUILDING OWNER. TO MEET PAINT READY REQUIREMENTS. 55, BALANCE DESIGN-BUILD HVAC SYSTEM TO TENANT AND BUILDING OWNERS SATISFACTION. BALLAST IF NOT IN GOOD WORKING CONDITION. 10. STORAGE OUTSIDE OF BUILDING IS NOT ALLOWED WITHOUT AUTHORIZATION BY BUILDING 34. EXISTING WALLS AND SURFACES SHALL BE STRIPPED,RESURFACED,AND PATCHED AS TOUR EXISTING CONDITIONS AND CONTACT OWNER FOR QUESTIONS PRIOR TO BID. 82. COORDINATE TELECOMMUNICATIONS AND MODIFICATION TO BUILDING ALARM SYSTEM OWNER. REQUIRED. 56. INSTALL TEMPORARY FILTERS ON HVAC VAV BOXES AFFECTED BY WORK OF PROJECT PRIOR PROVIDED BY TENANT. VERIFY WITH TENANT LOCATION OF NEW OUTLETS PRIOR TO 11. OWNER SHALL NOT BE RESPONSIBLE FOR TOOLS OR MATERIAL GOODS STOLEN OR 35. DISPOSE OF ALL PAINT MATERIALS OFF SITE, DO NOT POUR DOWN DRAINS, CATCH BASINS, TO CONSTRUCTION. REMOVE FILTERS AT COMPLETION OF THE PROJECT. INSTALLATION. CONSULTANT: DAMAGED ON SITE. OR IN LANDSCAPING. 57. COORDINATE ZONE CONTROL OF EXISTING HVAC SYSTEM AT IMPROVEMENT AREA. 83. REMOVE ALL UNUSED OR ABANDONED ELECTRICAL WIRING, EQUIPMENT,AND PHONE AND 12. CONTACT OWNER'S REPRESENTATIVE TO COORDINATE SCHEDULED ITEMS TO BE SALVAGED 36. PROVIDE A FULL GALLON OF EACH WALL COLOR WITH LABELS IN TENANT CLOSET OR UNDER SEPARATE AND REROUTE EXISTING DUCTWORK AND CONTROLS REQUIRED TO PROVIDE DATA CABLING. CONFIRM WITH OWNER PRIOR TO REMOVAL.ALL WIRING AND CABLING TO FOR RETURN. SINK,LABEL ALL LEFT OVER PAINT,AND DELIVER TO OWNER WHERE DIRECTED, INDEPENDENT OPERATION BY TENANTS ON EACH SIDE OFA DEMISING WALL. REMAIN SHALL BE SUSPENDED FROM STRUCTURE AS REQUIRED BY CURRENT CODE, 13. UPON COMPLETION OF WORK, BE RESPONSIBLE FOR RETURN TO OWNER OF ALL MASTER 37, TAPE AND SAND EXPOSED GYPSUM BOARD FOR A FLAT, SMOOTH SURFACE FINISH TO MATCH 58. CLEAN ALL NEW AND EXISTING HVAC GRILLS AND DIFFUSERS SCHEDULED TO REMAIN. ALL KEY ORIGINALS OR CARD ACCESS DEVICES. EXISTING ADJACENT SURFACES IN BUILDING, UNLESS OTHERWISE INDICATED. DUCTWORK BEHIND GRILLS SHALL BEA UNIFORM DARK COLOR. SCHEDULING OF FIRE SPRINKLER AND ALARM SYSTEMS 14. WARRANTYALL PARTS,LABOR, EQUIPMENT,AND MATERIAL PROVIDED UNDER THIS 38. PROVIDE FINISH MATERIALS MATCHING ESTABLISHED BUILDING STANDARD QUALITY, UNLESS 59. DESIGN-BUILD CONTRACTOR AT COMPLETION SHALL PREPARE AND SUBMIT AN AIR CONTRACT OF A PERIOD OF ONE YEAR, UPON FINAL COMPLETION OF CONTRACT, OTHERWISE INDICATED. PROVIDE COLORS APPROVED BY OWNER AND ARCHITECT. BALANCING REPORT TO THE OWNER. 84. CONTACT OWNER'S REPRESENTATIVE FOR INSTRUCTIONS WHEN SCHEDULING WORK ON 15. SUBMIT SUBSTITUTION REQUESTS ON CSI FORM TO ARCHITECT FOR APPROVAL. 39. CONTRACTOR TO FILL AND PATCH EXISTING CONCRETE SLABS AND SHALL PROVIDE SMOOTH 60. HVAC CONTRACTOR TO PROVIDE 100%FRESH AIR SUPPLIED TO ENTIRE TENANT SPACE FIRE SPRINKLER&ALARM SYSTEMS. ARCHITECTS DECISION IS FINAL WHETHER A PROPOSED PRODUCT IS ACCEPTABLE FOR UNIFORM SURFACE PRIOR TO NEW FLOOR COVERINGS TO BE INSTALLED. THREE CALENDAR DAYS PRIOR TO THE FIRST DAYAFTER SUBSTANTIAL COMPLETION. SUBSTITUTION. PROVIDE 100%FRESH AIR WITHOUT MAKING OTHER TENANTS UNCOMFORTABLE ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS 16. APPLICATION OF MATERIALS TO SURFACES EXISTING OR PROVIDED UNDER THIS CONTRACT SPECIALTIES IMPLIES ACCEPTANCE AND SUITABILITY OF EXISTING CONDITIONS. ELECTRICAL-DESIGN BUILD 85. ALL DIMENSIONS INDICATED ON THIS SHEET ARE CLEAR MINIMUM TO FACE OF FINISH. 17 ALL WORK INDICATED ON DRAWINGS SHOULD BE CONSIDERED NEW UNLESS IDENTIFIED AS 40. FIRE EXTINGUISHER REQUIREMENTS: SURVEY EXISTING CONDITIONS OF ENTIRE FLOOR DIMENSIONS TO TOILET ROOM ACCESSORIES ARE TO THE CENTER LINE AS NOTED OR TO THE EXISTING TO REMAIN OR TO BE REUSED. THAT PROJECT OCCURS,AND PROVIDE NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER 61. ELECTRICAL SYSTEM AND REQUIREMENTS ARE DESIGN-BUILD. SUBMIT ELECTRICAL DESIGN HIGHEST PORTION OF THE OPENING OR OPERATING DEVICE. 18. ALL MATERIALS AND PRODUCTS USED ON THE JOB SITE SHALL BE ENVIRONMENTALLY SAFE", WITH RATING OF NOT LESS THAN 2A 10B/C FOR EACH 1,500 S.F. OF FLOOR AREA OR FRACTION TO ARCHITECT FOR COORDINATION WITH ARCHITECTS DRAWINGS PRIOR TO LOW ODOR,AND NONFLAMMABLE. USE OF ANY PRODUCT NOT COMPLYING WITH THIS THEREOF. TRAVEL DISTANCE TO AN EXTINGUISHER FROMANY PORTION OF THE BUILDING CONSTRUCTION. 86. ALL ITEMS INDICATED BELOW MAY NOT OCCUR ON THIS PROJECT. SEE PROJECT PLANS AND CRITERIA MUST BE APPROVED BY THE BUILDING OWNER. SHALL NOT EXCEED 75 FEET. PROVIDE FIRE EXTINGUISHER INACCORDANCE WITH CURRENT 62. IF AN OVERRIDE SYSTEM EXISTS, PROVIDE EACH TENANT SPACE WITH AN OVERRIDE SWITCH ELEVATIONS FOR ITEMS THAT OCCUR. SEE ARCHITECTURAL PLANS FOR ACCESSIBILITY 19. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE OR CLEANING THROUGHOUT CODES. PROVIDE NEW FIRE EXTINGUISHER ATALL EXISTING CABINETS WHERE MISSING. ALL FOR FULL-SERVICE BUILDINGS. AND/OR ADAPTABILITY CONFORMANCE IN THE HORIZONTAL PLAN LAYOUT. STRUCTURE DEEMED TO BEA RESULT OF HIS/HER WORK. THOROUGHLY CLEAN PREMISES REUSED EXISTING FIRE EXTINGUISHERS ARE TO BE INSPECTED AND/OR RECHARGED,AS 63. PAYALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES UPON COMPLETION OF WORK, INCLUDING WASHING OF WINDOWS, SO THAT BUILDING IS NECESSARY,JUST PRIOR TO SUBSTANTIAL COMPLETION. NECESSARY TO COMPLETE WORK. 87. CONFORMANCE TO FIXTURE MOUNTING HEIGHT REQUIREMENTS ARE APPLICABLE IN ANY READY FOR OCCUPANCY BY TENANT. INCLUDE CLEANING OF ADJACENT AREAS WITHIN AND 64. COORDINATE ITEMS REQUIRED FOR DEMOLITION NOT INDICATED ON DRAWINGS. PUBLIC AREA OR EMPLOYEE AREA MORE THAN 1000 SF,AS THEY OCCUR PER PROJECT. AROUND THE BUILDING THAT ARE NOT PART OF TENANT IMPROVEMENTS, BUT WERE FURNISHINGS 65. COORDINATE ELECTRICAL REQUIREMENTS FOR MECHANICAL SYSTEMS. AFFECTED BY TENANT IMPROVEMENT CONSTRUCTION OPERATIONS. 66. DESIGN-BUILD CONTRACTOR SHALL PREPARE A WRITTEN SCOPE OF ELECTRICAL WORK TO 88. VERIFYACCESSORY SIZE WITH MANUFACTURER TO ENSURE CONFORMANCE WITH REQUIRED 20. CONTRACTOR TO PROVIDE MECHANICAL AND ELECTRICAL AS-BUILT DRAWINGS,ALL 41. INSTALL BUILDING STANDARD WINDOWCOVERINGS AT ALL PERIMETER WINDOWS IN BE PERFORMED TO THE OWNER WITH BID. MOUNTING HEIGHTS. WARRANTIES AND OPERATING MANUALS TO BUILDING OWNER WITHIN TWO WEEKS OF IMPROVEMENT AREA UNLESS OTHERWISE NOTED. 67. ELECTRICAL LIGHTING ON DRAWINGS IS PROVIDED FOR REFERENCE ONLYAND IS INTENDED COMPLETION OF WORK. CONTRACTOR ALSO IS TO PROVIDE FINAL CERTIFICATE OF 42. FURNITURE INDICATED ON PLANS IS FOR REFERENCE ONLYAND SHALL BE CONSIDERED NOT TO SHOW FIXTURE TYPES AND LOCATIONS. ELECTRICAL DESIGN IS BY DESIGN-BUILD 89. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS AS REQUIRED FOR PROPOSED AND OCCUPANCY. NO RETAINAGE SHALL BE RELEASED UNTIL OWNER HAS RECEIVED THESE IN CONTRACT. CONTRACTOR IN ACCORDANCE WITH EXISTING BUILDING STANDARDS. COMPLY WITH FUTURE ACCESSORIES AND GRAB BAR MOUNTING FIXTURES. BLOCKING IS REQUIRED FROM ITEMS. ENERGY CODE REQUIREMENTS AS REQUIRED BY CURRENT ENERGY CODES AND PROVIDE STUD SPACE TO BACK OF SURFACE OF ALL FIXTURES INCLUDING BUT NOT LIMITED TO 21. WHENEVER REMODEL WORK REQUIRES THE TENANTS FURNITURE TO BE MOVED, MONIES ENERGY CALCULATIONS REQUIRED FOR WORK OF THIS PROJECT. TUB/SHOWER ENCLOSURES. ARE TO BE INCLUDED FOR AN OFFICE FURNITURE MOVING COMPANY TO COMPLETE THIS MECHANICAL-DESIGN BUILD 68, SWITCHING FOR LIGHTING IS INDICATED IN THE DRAWING FOR REFERENCE ONLYAND IS WORK. PACKING AND UNPACKING ARTWORK, PERSONAL BELONGINGS, LOOSE ITEMS ON INTENDED TO ONLY SHOW SWITCH LOCATIONS. REQUIREMENTS FOR DUAL SWITCHING, 90. FLOOR DRAINS: ACCESSIBLE FIXTURES REQUIRE A CLEAR FLOOR SPACE CONTIGUOUS OR DESK AND SHELVES,AS WELL AS ITEMS WITHIN DESKS AND FURNITURE, WILL BE COMPLETED 43, MECHANICAL SYSTEM AND REQUIREMENTS ARE DESIGN-BUILD. SUBMIT PLANS AND AUTOMATIC AREA SHUT OFF CONTROLS AND ALL OTHER CODE REQUIREMENTS SHALL BE THE OVERLAPPING THEACCESSIBLE ROUTE. FLOOR DRAINS SHOULD NOT BE PLACED IN THIS BY THE TENANT. SPECIFICATIONS TO ARCHITECT FOR COORDINATION WITH ARCHITECTS DRAWINGS, IN RESPONSIBILITY OF THE DESIGN-BUILD CONTRACTOR. PROVIDEA MINIMUM OF ONE SWITCH CLEAR FLOOR SPACE. EXCEPTION: DRAINS MAY RESIDE IN CLEAR FLOOR SPACE PROVIDED 22. ALL DEMOLITION WORK TO CONFORM TO CURRENT OSHA STANDARDS. PROVIDE ADEQUATE ADDITION, CONTRACTOR SHALL PROVIDE WITH SUBMITTAL (2) COPIES OFA COLORED FLOOR PER ROOM, UNLESS OTHERWISE INDICATED. DRAIN HOLES DO NOT EXCEED 1/2"DIA. MAX,;FLOOR SLOPE DOES NOT EXCEED 2% IN ANY BRACING ON EXISTING CEILING FRAMING SYSTEM PRIOR TO DEMOLITION. PLAN DESIGNATING WHICH AREAS ARE CONTROLLED BY EACH THERMOSTAT. MECHANICAL 69. PROVIDE ILLUMINATED EXIT SIGNS AT REQUIRED EXIT DOORWAYS AND WHERE NECESSARY DIRECTION;AND THE ELEVATION CHANGE AT THE DRAIN LIP DOES NOT EXCEED 1/8". DESIGN MUST BEAPPROVED BY OWNER AND MECHANICAL ENGINEER IF EMPLOYED BY TO INDICATE THE DIRECTION OF EGRESS WHEN THE EXIT SERVES AN OCCUPANT LOAD OF DOOR AND HARDWARE ARCHITECT PRIOR TO CONSTRUCTION. FIFTY OR MORE. END OF GENERAL NOTES 44, PAYALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERN/NG AGENCIES 70. PROVIDE ILLUMINATION AT EXITS WITH LIGHT HAVING THE INTENSITY OF NOT LESS THAN 1 PROJECT NUMBER: 215249 23, DOORS SHALL OPEN FROM THE INSIDE WITHOUT THE USE OFA KEY OR ANY SPECIAL NECESSARY TO COMPLETE WORK FOOT-CANDLE AT THE FLOOR LEVEL. PROVIDE EMERGENCY SYSTEM LIGHTING WHERE THE KNOWLEDGE OR EFFORT. 45. COORDINATE ITEMS REQUIRED FOR DEMOLITION NOT INDICATED ON DRAWINGS. EXISTING SYSTEM SERVES AN OCCUPANT LOAD OFA 100 OR MORE AS REQUIRED BYCODE. HAND-HELD SPRAY 3'-0"CLR UNIT W/60"HOSE W/ NW Capital TOWEL DISPENSER AND INSIDE FIXED HEAD EXIT SIGN WASTE RECEPTACLE MOUNTING OPT. HAND DRYER - - 36"ADJUSTABLE Management TI COAT&UTILITY SOAP 3'-0"CLR SHOWER HEAD TYPICAL DOOR HOOK 3 4" 1'-2" BAR DISPENSER INSIDE 3 4"MAX , OPENING 36"MAX O VERTICAL GRAB BAR Triangle Pointe CHARACTERS 24"MIN ACCESSORYZONE O 13333 SW 68tH Parkway, � - �, o 7T4 I N 16 Suite 210 SEAT - 3 0 � Tigard, OR 97223 � o o CARD 0 � m _ czi 0 °as co v M `� O , " Q M - - --- -READER 0,... ~ -------� o --� O OE 15 MAX 15",.. bo 4'-0" ~ � it 42"MAX BACK WALL CONTROL WALL F4:_'E 9 z TYPICAL AT DOOR TOILET ROOM MOUNTINGS TOILET-SURFACE MOUNT TRANSFER SHOWER(SECTION 608.3.1) 5 Ng ACCESSORYZONE(SECTION604.7) v I v Fn FIRE ALARM SIGNAUSTROBE ANNUNCIATOR PANEL 110"MAX OPERABLE THERMOSTAT FIRE EXTINGUISHER SIGN WALL MOUNTED FIRE MOUNTED PHONE EXTINGUISHER OFF PUSH BUTTON ER 2'-6" Fig.308.2.1 Fig.308.3.1 RECESSED FIRE OFF PUSH BUTTON MANUAL PULL EXTINGUISHER CABINET CLEAR FLOOR SPACE CLEAR FLOOR SPACE UNOBSTRUCTED UNOBSTRUCTED 3''`I" 1,-2„ STATION ELECTRICAL OUTLET cj TACTILE PARALLEL APPROACH FORWARD APPROACH FORWARD REACH SIDE REACH INTERCOM 36"MAX ELECTRICAL OUTLET TELEPHONE STATION c� SIGNAGE 4"MIN AT CASEWORK OUTLET AND BASE OF UP 4"MAX ACCESSORY ZONE - SWITCHES - O CHARAQj CTER Lu ¢ i OW � m o O v o, � W oWU am o o R � co 0 R � o z 2n o ¢ z M z o m T m O 0 �' v `} SHEET TITLE: 20"MAX >20"-25" g p cWi 0 (L " O r- S Fig.308.2.2 w P v - -- -- - -.... - --- -- ---_.._.. --- General Notes & N OBSTRUCTED HIGH FORWARD REACH JA 42"MAX 10"MAX > 10"-24" TOILET-RECESSED MOUNT7MISCELLANEOUS WALL MOUNTINGS Standard Mounting s ACCESSORY ZONE(SECTION 604.7) 12"MIN Heights LIMITS OFPROTRUDING OBJECTS 3,4- 36"GRAB BAR 24"MIN a 12"MAX F"GRAB ERTICAL I It I it EXCEPTIONS., REFLECTIVE SHELF AND B BAR 17"TO 25" n 1. HANDRAILS MAY PROTRUDE 41(2"MAX, SURFACE POLE " v v BAR 12 MIN chi m Z DOOR CLOSEST AND DOORSTOPS `q z g S SHALL 8E PERMITTED TO BE 78"MIN Fig.306.3.2 //� 2 LAVATORY&LAV F ABOVEFLOOR n IN COUNTER 8"MIN `�' DRAWN BY: HAB E c� INSULATE EXPOSED OBSTRUCTED HIGH SIDE REACH ICC/ANSI Al 17.1-2009 SECTION 308 REACH LAV g > = a ° v a HOT WATER ? o DATE ISSUED: 08.13.15 RANGES(ALL DIMENSIONS ARE NOT TO SCALE) g w r o o SUPPLY AND v a Z ° M M `� M 18"VERTICAL PIPES TYDRAIP 411V' GRAB BAR SIDE APPROACH 18" 42"GRAB BAR 6"MAX N MIRRORS(SECTION 603.3) SHELVES(SECTION 603.4) WATER CLOSET(SECTION 604) FLUSH CONTROLS ON WATER CLOSET-PLAN LAVATORY AND SINKS(SECTION 606) OPEN SIDE OF WATER CLOSET (SECTION 604) 1, ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS (PER ICC/ANSI A117.1-2009) a SCALE: NOT TO SCALE SHEET: A100 a LRS ArchiYeds,Inc.®2075 0 v PERMIT SET 08. 13. 15 SUSPENDED CEILING PRESCRIPTIVE PROVISIONS FOR SEISMIC DESIGN CATEGORIES D. E & F Documentation is based on NWCB Technical Document 401.In all buildings, other than structures classified as Spreader Bars Mechanical Services essential facilities,suspended ceilings installed in accordance with the prescriptive provisions of the 401 document are See Detail /A101 deemed to comply with the current building code interpretation. Terminals or services weighing less than 20 lbs shall be positively attached to the ceiling suspension main Terminal ends of main runners and cross members shall be tied together or have some other approved means runners or to cross runners that have the same carrying capacity as the main runners. L f This document provides the IBC-2012 referenced standards for the installation of suspension systems for acoustical lay- to prevent their spreading. Stabilizer bars, cross tees or other means to prevent spreading shall occur within 8" P P Y Y Terminals or services weighing 20 lbs but not more than 56 lbs shall have, in addition to requirement above,two in ceilings. Incorporation of this document will provide a more uniform standard for installation and inspection. This of each wall. 9 9 y g ARCHITECT S 9 P P p 12-gage wires connecting them to the ceiling system hangers or the structure above. document is designed to accomplish the intent of the International Building Code IBC with regard to the requirements Spreader bars are not required at perimeters where runners are attached directly to closure angles. 9 P 9 (IBC) 9 q Terminals or services weighing more than 56 lbs shall be supported directly from the structure above by for seismic design categories D,E&F for suspended ceilings and related items.Unless supported y engineering, Spreader bars are not required if a 90° intersecting cross or main is within 8"of the perimeter wall. pP 9 720 NW Davis 503.221.1121 24 g g p g ocu ed b en ufactu the Where substantiating documentation has been provided to the local jurisdiction, perimeter clips may be used approved hangers. suspension system shall be installed per these requirements and those of the referenced documents. Manufacturer's ' recommendations should be followed where applicable. to satisfy the requirements for spreader bars. Sprinklers Suite 300 503 221.2077 D General Recommendations Hanger(Suspension)Wires VERTICAL STRUT.SEE Portland OR 97209 www.irsarchitects.com See Detail 5/A101 For ceilings without rigid bracing,sprinkler head penetrations shall have t 2"oversized ring,sleeve or adapter • References sources per hierarchy:2012 International Building Code(IBC),American Society of Civil Engineers TABLE 1. ASCE 7-10 ,American Socia of Testing Materials ASTM C 635,ASTM C 636,ASTM E 580/E 580M and through the ceiling tilt to allow free movement of at least a is all horizontal directions. Flexible head design ( ) Society 9 ( ). 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. Clossary for this Documents (regional terminology may vary) 10 ;��1++�� ^ 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. �Y 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 51 A 101). 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. 4500 1r resistance to the effects of earthquake motions. load and lateral forces appropriate for the seismic category. ESSENTIAL SERVICE BUILDINGS LESS 45°OR All wire ties to be three tight turns around itself within 3". 12-gage Hanger wire spaced 4 It on center. Any building designed to be used by public agencies as a fire station, police station,emergency operations LESS ra (See Detail 1/A101). Electrical Fixtures center,State Patrol office,sheriffs office,or emergency communication dispatch center. Changes in ceiling planes will require positive bracing. See Detail8/A101 GRID (4)12 GAGE SPLAYED so Lateral Force Bracing Light fixtures weighing less than 10 lbs shall have one 12-gage han er wire connected from the fixture to the The main beams and cross tees of the suspension system. 9 9 99 BRACE WIRES Set Detail 1/A101 structure above.This wire maybe slack. HANGER WIRE of (V 0 or re useas primary support e grsystem. suspension w 1 12-gage soft annealed wire it for the Also railed iires. • 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 ih LATERAL 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 may be slack. 45 OR 9 requirements. g weighing supported y y pp The bracing method used to prevent ceiling uplift or restrict lateral movement during a seismic event. Lateral design re urcements. Li ht fixtures wet hin more than 56 lbs shall be su orted directs from the structure above b approved S LESS Ceiling areas of 1000 sq ft or less shall be exempt from lateral force bracing requirements. hangers. force bracing consists of vertical struts and splay wires. Lateral force bracing is the use of vertical struts(compression posts)and splay wires. Pendant mounted fixtures shall be directly supported from the structure above using a 9-gage wire or an MAIN BEAM (See Detail 1/A101). approved alternate support without using the ceiling suspensions system for direct support. The primary suspension member supported by hanger wires,also known as the main runner,carrying tee, Lateral Force 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, a / PERIMETER CLIPS support a design load of not less than 200 lbs or the actual design load,with a safety factor of 2, For ceilingareas exceeding 2,500 s ft,a seismic separation joint or full height wall partition that breaks the �i 9 q P J 9 P Proprietary angle bracket attached directly[o the wall molding/closure angle which allows 3/4"movement in whichever is greater(Detail 7B/A101). ceilingshall be provided unless analyses are performed of the ceilings bracing system,closure angles and Power Actuated Fasteners PAFs ,when used for seismic application as art of the prescriptive path in P y 9 g y 9 the event of seismic activity and interlocks properly with ends of grid system. •y� ( ) PP P P P P penetrations to provide sufficient clearance. PERIMETER WIRES Seismic Design Categories D, E&F,shall have an ICC-ES approval for seismic applications and shall The layout and location of the seismic separation joint shall be per the designer of record and noted on the Hanger wires placed within 8"of the surrounding walls. pEiO �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 �M anchors for kicker wires(splayed wires installed for purposes other than seismic restraint)are exempt from in this document or a proprietary joint.The amount of free movement(gap design)shall be a minimum of 3/4". The space above a suspended ceiling. NOTES: this requirement. In lieu of seismic separation joints,the ceiling may be divided into areas less than 2500 sq ft by the use or SLACK WIRE -RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. Splay wires are to be within 2"of the connection of the vertical strut to the suspended ceiling. soffits as follows: partitions shall extend a minimum 6"above the level of the plane of the grid and shall be A 12-gage wire that is not tight or taut. -CEILING AREAS OF 1000 SQ FT OR LESS SHALL BE EXEMPT FROM LATERAL FORCE BRACING Rigid bracing may be used in lieu of splay wires. independently braced to the structure above.Soffits shall extend to a point at least level with the bottom plane SPREADER or SPACER BAR REQUIREMENTS. Ceilings with plenums less than 12"to structure are not required to have lateral force bracing. of the grid and shall be independently supported and laterally braced to the structure above. A bar with notches to prevent the suspension system from separating,also called a stabilizer bar. ,/ Vertical struts must be positively attached to the suspension systems and the structure above. (See Detail 9B/Af01). SPLAY WIRES ). LATERAL FORCE BRAC/NG 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 nd. TABLE 1:Maximum Recommended Lengths for Vertical Struts Wall Moldiness 9 P P 9 9 See Details 4%A101 and 2/A101 (oralfemafe 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 112" EMT conduit up to V-10" Single 1 518"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 T-8" Back-to-back 1 5/8"metal stud (20-gage) up to 15'-0" ceiling grid shall be attached to the wall molding,the other end shall have a 3/4"clearance from the wall and proprietary products. 1" EMT conduit up to 9'-9" Single 2 1/2" metal stud(20-gage) up to 13'-6" free to slide. Back-to-back 2 1/2"metal stud(25-gage) up to 15'-0" Where substantiating documentation has been provided to the local jurisdiction,perimeter clips may be used 12'-0"OC EA WAY MAX to satisfy the requirements for the 2"closure angle. SEPARATE SUPPORT PIPES, The grid shall be attached at two adjacent walls(pop rivets or approved method). Soffits extending to a point at 6-0"MAX 412 WIRE @ 4'-0"OC #12 WIRE @ 4'-0"OC CONDUITS ETC, SECURE ALL WALL MOLDING least level with the bottom plane of the grid and independently supported and laterally braced to the structure HANGERS TO BUILDING above are deemed to be equivalent to walls. OR#10 WIRE @ 5'-0"OC OR#10 WIRE @ 5'-0"OC STRUCTURE.TRAPEZE VERT STRUT AROUND DUCTS AND OTHER LARGE DESTRUCTIONS. SECURE ALL RECESSED 8 MAX g"MAXBUILDINGS RUCTURE GRID&STRUC AS READ,LAY IN SURFACE MOUNTED FIXTURES TO FIXTURE WIRES MAY BE SLACK. 8"MAX �/ 1[Y00060-1, 0.00° WALL °° , ° WALL 2"WALL MOLDING ° G��f�1 OO Qg•�Q� Q ® 3/4"MIN @ 8"MAX UN WALLSED ° ` 4 O SECURE ALL HANGERS TO LATERAL BRACING @ 12'-0"OC EA BUILDING STRUCTURE. ® ° O WAY, MAIN RUNNER TOS TRUCTURE. TRAPEZE AROUND DUCTS AND NW Ca petal ° SCREW BEGIN BRACING WITHIN 6'-0"OF OTHER LARGE OBSTRUCTIONS ATTACH ONE SIDE OF GRID ° ° PERIMETER AND 2"FROM CROSS Management TI o (SEE UNATTACHED DETAIL) ° ° MEMBER WHERE READ COUNTERSLOPE HANGERS ® ° ADDITIONAL HANGERS AT ALL IF MORE THAN 1:6 OUT OF MEMBERS WITHIN 8"OF PERIMETER WITH PLUMB SPREADER BAR SUPPORT WIRE @ 1:6 SLOPE Triangle Pointe PROPRIETARY CLIPOR OTHER SUITABLE . INSTALL PER MFR(MUST ° ° ° �, SYSTEM REQUIRED TO SPREADER BAR REQD AT UNATTACHED SIDE 13333 SW 68th Parkway, ° BE APPROVED BY AHJ). ° ° r'•'/ ° ° KEEP PERIMETER COMPONENTS FROM 2"CLOSURE ANGLE SUlte 210 2 m � SPREADING APART Tigard, OR 97223 N TES: C U ° O -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"MAXHANGER WIRES SEISMIC SEPARATION JOINT PER MFR — TYPICAL CONNECTION LAY IN FIXTURE WIRES DEVICE CAPABLE OF MAY BE SLACK ^ I fo CARRYING 100 LBS OR -'-'-- MORE o o 0 0 0 o 0 0 2 T A101 ATTACHED -- BUILDING STRUCTURE FLANGE POP RIVET 3/4"MIN CEILING CLIP SHEET TITLE: 3 --- -- a SUSPENDED A. FOR CEILING AREAS EXCEEDING 2,500 SQ FT 3TURNS CEILING GRID Suspended Ceiling VERTICAL HANGER WIREtu & Light Installation o = A. VERTICAL HANGER WIRE ATTACHMENT \ / ' Guide & Details s x ¢ Q — -- -- S 5/8"MAX \ \ n i z PROVIDE SUPPORT FROM ¢ M STRUCTURE \ �/ SOFFIT LATERALLY BRACE -- u TO STRUC ABOVE S� 1 o O ~ BUILDING STRUCTURE `• " DRAWN BY: DRM A101 —' -- --'— -- - - g Z EXTEND SOFFIT TO AT DATE ISSUED: 08.13.15 A701 FIXTURE LEAST BOTTOM PLANE OF CEILING GRID STEEL STRAP 1"WIDE x 2" REQUIRED SUPPORT: ° s 6" 1'-0" LONG x 12 GAGE MINIMUM <10 LBS,(1)12GA WIRE _ 3 UNATTACHED 5 10-56 LBS,(2) 12GA WIRES o 0 0 0 0 a A101 3TURNS >56 LBS,SUPPORT DIRECTLY FROM STRUCTURE o 0 0 U m m o ' '•; + " o o A101 SPLAYED SEISMIC WIRE PENDANT MOUNTED FIXTURES: B. SPLAYED SEISMIC BRACING WIRE ATTACHMENT °RACING SHALL BE DIRECTLY SUPPORTED BY STRUCTURE W/9GA WIRE OR APPROVED ALTERNATE. B. TO CREATE CEILING AREA OF LESS THAN 2,500 SQ FT 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: LRS A MOCIS,Inc.02015 E n v PERMIT SET 08. 13, 15 Lf S � �� o� �� U 7� � ^� �� � x~nn`xvw* uno n u�° x�^ n v~� �����xm��� �� 720 NW Davis 508.221.1121@Y Suite 300 503221^2077D EXISTING PARTITION Portland OR 97209 vmmw]rsarohiiaots.cmrn EXISTING CORE&SHELL 10� ucc�u��z�NO NEN/FULL HEIGHT PARTITION -U /^\ (SEE DETAIL 9/A3O1) 18 NEW BUILDING STANDARD PARTITION ' RACK ! (SEE DETAIL 1D1A801) ENTRY N' 201 0 VcT_1 COPY NEW BUILDING REL|TEPARTITION PORTM OMON 2XX DOOR TYPES(SEE 21A202)11 R ALIGN A 4-4wuw� /^�� DODR&R�L(T5FRA��ETYPE8 `~« = `ts (SEE 4/A202) BELOW ITEMS SHOWN FOR REFERENCE ONLY 10 � `p SWITCHCONFERENCE A 219 SVA. PT-1 CONSULTANT., cDz � �^ GVV|TCH`OCCUPANCY SENSOR w N U ir NO 4k';1iL1_jI TELE/DATA OUTLET DUPLEX OUTLET | ET $ Ad QUAD OUTLET N 0S N If FLOOR OUTLET N 208 FFICE 40 207 �� SPECIAL OUTLET -11 10 (SEE KEYNOTES) V|' Uy-� [0 JUNCTION BOX CPT-1 STAIR 8 220 U. (1) THERMOSTAT Ko 0 OPEN OFFICE 206 (a BLANK OUTLET m u / u FE FIRE EXTINGUISHER OFFICE | E EXISTING 18'x6' it 1; 11 11 If 11 It OFFICE it 11_ 209 N NEW -- R RELOCATED CDN 205 if IU 210 FINISH � � xovV8��� � LEGEND 11 it If N 11 if 11 11 N OFFICE:8 (D 71- it OFFICE cARPEr TILE 20'5 210 CPT-1 T3DESELECTED VINYL COMPOSITION 77LE FE '77 71" _j L VCT-1 TO BE SELECTED SHEET VINYL SV-1 TOBESELECTED RUBBER BASE RB-1 TOBGSELECTED PAINT�� �� PROJECT NUMBER:� 2/5249 � � P`1 (FIELD COLOR)T08ESELECTED ' P-2 (ACCENT COLOR)TOBESELECTED 0����� Capital���0 ~� DEMOLITION PLAN �� FLOOR PLAN P'3 (ACCENT COLOR)TO BE SELECTED ������� ������°���� Management 0(�4L�� 1/D"= /-0" ��(��Lf� �B"= / -V" ��������������� ��������m � � � ���~�w��r�m PL-1 (V6RT!CALS) T0B5SELECTED -- -- PL'2 (HOR|ZONTALS) T0BESELECTED PL^3 (AA|NSC0T)TORESELECTED Triangle Pointe HARDWOOD ����� ���� ������ �� «����� ���� =��ov « �»xvwayx MYYD^1 MFR:DECCA Suite STYLE:CHILEAN V�H|TE[�\K ����x�^� x� v~, COLOR:LIGHT COFFEE STAIN ��mx�w�� ���� o����"��� MANDGCRAPED,RUSTIC\m|THFRENCH BLEED EDGES, » «��"m»»�� ��«» w'^ ^�^�w' 8/16"X7^1/2°AmD5`18rUPTO8' � � �� �� ������ FLOOR �� � ��� FLOOR �� �� ����� �������� ���� � �� ����� ��� � x�� � �� ����� ����� �������� ���� � �� ������ ����� KEYNOTES 1 REFER /�\ BREAK ROOk�:PROVIDE NE*/ADA CUW\PUANTPLASTIC LA��|NATEUPPER AND LOVVERCABINETS, 1. REFER T0SHEET A1O0FOR ACUkxPLETELIST OFGENERAL NOTES. /�\ RELOCATE THERMOSTAT. � � \`\/ Sn�NLGBSSTEEL8|NK.F8UCETANDD|DHYVA8HER. PRUV0EVVATERL)NESFORTENANT^PROmDED � REFR|(�ERAT0�ANDCOFFEEk�AKERPROV|�EDGD|CAT�D0OTLETGFORTENANT^PROV|D5D 2D|kxENS{ONGARE TOFACE(}FVKALL0N��;SOTHERWISE NOTED. ADVISE ARCHITECT OFANY . 2. REk�OVEEXISTING CARPET&BASE UNLESS OTHERWISE NOTED. /�\ RELOCATE RREEXT|NGU0HERG � DISCREPANCIES x»|CRVmAw/�ANDRGFR|GERATOR \^/ � � . 3. PROTECT ALL ADJACENT AREAS DURING DEMOLITION&FROM DUST AND 3� ALL ELECTRICAL yVORK|SDESIGN BUILD.ALL ELECTRICAL(�UTLETS.DATA&SWITCHES SHOWN FOR /�\ COPY ROO��:PROVIDE ADA CO0\PUANTPLASTIC U\��|NATEUPPER AND LOWER CABINETS& TRASH INTRUSION. REFERENCE ONLY. VERIFY EXISTING CONDITIONS. SUBMIT ELECTRICAL PLANS TO ARCHITECT FOR , COUNTERTOP AND DEDICATED OUTLET FOR TENANT COPIER. 4. REMOVE&SALVAGE DOORS,FRAMES,&REL|TE8FOR REUSE. REVIEW PRIOR TOCONSTRUCTION. WORKSTATIONS:PROVIDE BASE FEED POWER AS NEEDED FROM WALLS OR EXISTING WALKER 4 PATCH AREAS ADJOINING AND/OR ADJACENT T0DE��OUT|ONYvORKTO��ATCHEXISTING AN0ORNGm/ \�/ DUCTS.LOCATIONS TUBEVERIFIED m/|THTENANT PR0RTOCONSTRUCTION. 5REMOVE � � � CONSTRUCTION. /�\ CONFERENCE RO0��:PROV0E8^H|GHREUTETHE ENTIRE v0[THOFYKALL&GGH[8NNAND SOUND 5. SOUND CAULK ALL VVAlUGLASS&VKALUK�ULU()Nj0NTS. \^/ INSULATION THROUGHOUT, 6PROVIDE /�\ SERVER ROOk�:pR0V0EDEDICATED P(�VVERFOR TGN8NT�ROV|DEDRACK.PROVIDE 247 COOLING � \�/ TOMAINTAIN AMBIENT TEMPERATURE OF85DEGREES. 7� PROVIDE NEW BUILDING STANDARD CARPET TILE(CPT)&RUBBER BASE(RB). REPAINT ENTIRE SUITE WITH(1)BUILDING STANDARD PAINT COLOR AND P TO(2)ACCENTCOLORS TBD. PROVIDE AFTER HOURS DOOR CHIME ATFRONT ENTRY AND AFULL UTEQLASGNOODENTRY DOOR SHEET TITLE: /�/ v��'x7'|NTEQRALREL|TE FLOORING � �� �� s � ������0����� �� �.��rxwm�r�w���rmm �m���� � 8. ALL NEW DOORS TO8E3'x8'SOL|DCORE WOOD STAINED T()MATCH BUILDING STANDARD. ALL NBN /�\ pR8ViDEADA COK4PUANTSHOYVGRRO(}k�VNTMTOILET,GRAB BARS,STAINLESS STEEL TOILET ROO�� FRA��EGTOREKNOCKD(�VNTV�xA��HB0LD|NGSTANDARD. PROVIDE ADA gO��PLpuNTST�NLEG8 \'/ ACCESSORIES,36"WIDE PLASTIC LAMINATE VANITY WITH PORCELAIN SINK,FAUCET,3V' x4O" ���� Plan STEEL LEVER MAQDVWAREATALL DOORS. PAINT EX|ST{N(�FRAMES&000R$VVHERENEEDED T¢ FRA��GLE3G��|RROR.SHEET VINYL FLOORING,(7RUBBER BASE,PU\GTlSLAk�|NATEWAINSCOT TO Floor mwwmm APPEAR&SNEW. 48'AFF AT WET WALLS,FIBER FAB ADA COMPLIANT SHOWER(38HI)WITH SPLASH GUARD,&2 HOOKS AT WALL. PROVIDE OCCUPANCY INDICATOR ATDOOR. LEGEND 9� PROVIDE BUILDING STANDARD HORIZONTAL K�|N| BLINDS AJALL EXTERIOR VV|NDO\*8� /�\ �=����������y \v/ PROVIDE 8'H|SHREL|TETHE ENTIRE WIDTH OFWALL ATTHIS ROOM.[TENANT COST] E 10PROV0EF|REE�ONGU|SHERSASREQU|REORYCOD� D � . � EXISTING WALL TOREMAIN PROVIDE HARDWOOD FLOORING AND BASE AT ENTRY(DECCA HARDWOOD,CHILEAN WHITE OAK,LT X 11.EACH ENCLOSED ROOM TOHAVE A MIN.0F(1)LIGHT SWITCH,(2)DUPLEX OUTLETS&(2)LOW VOLTAGE COFFEE STAIN,PREFINISHED HARDWOOD,HANDSCRAPED,RUSTIC WITH FRENCH BLEED EDGE$, DEMOLISH EXISTING WALL DROPS,UNLESS OTHERWISE NOTED. 9/18"x74/2"AND 5^108"xUPTO8').[TENANT COST] DRAWN BY: HAB ^~-^~------- DEMOLISH PROVIDE BLOCKING|NV0��LFOR TENAN�PROV0EDvVALLx�OUNTEDTELEV|S|ONG�(5 LOCATIONS) DATEI8SUED: 08.13.15w \�y � PROVIDE RELOCATED FIRE EXTINGUISHERS. � � � SHEET A201 � umxumfiects,Ina wo/,s PERMIT SET 08 w 13. 15 2LEGEND A R C H I T E C T S �i 720 NW Davis 503.221.1121 _ 1 NEW GYPSUM BOARD FRAMED CEILING (SEE DETAIL 11/A301 " Suite 300 503 221.2077 D 1 { } 11 _ 7 i ',1' ` } : - 1 Portland OR 97209 www.lrsarchitects.com / �- / /I' � ' —.___����� �,i t , I }• / ! } ' �i/�4 '/ 1-'/�. } 1/ � ! / � �/,; } i ✓� '�` i '. } '} �, ',' GRID SYSTEM(SEEA101) Lj 1 2X4 ACOUSTICAL SUSPENDED CEILING il> C 0— X, I/ I - ^ ® HVAC SUPPLY TYP. 1 �1 Q v 2'-0"F.V- MICHELLE C STMTT . a l / J ��`������ -, i/ � - � - EXISTING SUSPENDED FLUORESCENT LIGHT FIXTURE TOBEREMOVED E _P__ ® / „ i i:; NEW RECESSED LED 2X4 4 / TEMP • • ° E / � LAt81 O UTHONIA o PORT , / 2FSL4,LED 3500K,WHITE,2000E / �j 1. OF Oe _ '/ NEW SUSPENDED LED DIRECTlINDIRECT LIGHT FIXTURE FLUSH PANEL FULL LITE 1}p B TO BE SELECTED �� •' h ' }.77. I rT77777777771 r i '' .TYP.O. 3 C NEW RECESSED LED DOWNLIGHT NOTES: LITHONIA 1. ALL NEW DOORS TO BE SOLID WOOD STAINED TO MATCH EXISTING BUILDING v LDN6 35110 L06 AR VOLT TRW CONSULTANT: �} STANDARD DOOR TYPE AND FINISH. TYP. 2 N/ NEW VANITY LIGHT FIXTURE 2. PROVIDE NEW ADA LEVER STYLE DOOR HARDWARE TO MATCH EXISTING, REPLACE TECH LIGHTING,METRO VANITY LIGHT ALL ORB DOOR HANDLES WITH LEVER STYLE WHERE APPLICABLE. FROSTED GLASS,SATIN NICKEL,LED 3000K 120V NEW WALL SCONCE 2. DOOR TYPES GEORGE KOVAC 17"HIGH LED BRUSHED / < �� 1_ _ ALUMINUM WALL SCONCE SCALE. 1/4"= P563.144A-L ®+ EXIT SIGNS(W/INTEGRAL ARROW WHERE OCCURS) EXHAUST FAN OPENING DOOR FRAME CEILING HEIGHT AFF HDWR No. Size ROOM NAME Thick. Type Material Finish Type Material Finish Group NOTES EMERGENCY LIGHTING SHOWN FOR REFERENCE ONLY 201 3� ENTRY I (DEFERRED SUBMITT ) 202 &-a' x8'-0" CONFERENCE 1-3/4" P SC WD TC E STL-KD MFR 203 a-W x V-0" OFFICE 1-3/4" F SC WD TC E STL-KD MFR 204 3'-U' x 8'-9' OFFICE 1-3/4" F SC WD TC E STL-KD MFR 1 q _O 205 3'-0" x 8'-0" OFFICE 1-3/4" F SC WD TC E STL-KD MFR -' -- 207 3-0" x 8'-0" OFFICE 1-314" F SC WD TC H STL-KD MFR 208 3 x 8'-0" OFFICE 1.3/4" F SC WD TC F STL-KD MFR 1J � 209 3'-0-U" x 8'-0" OFFICE 1-3/4' F Sc WD TC G STL-KD MFR 210 3'-0" x 8'-0" j0FFICE 1-3/4" F SC WD TC G STL-KD MFR 211 T-0" x T-0" PR ELECTRIC CLOSET (E) (E) (E) P (E) (E) P 212 3'-0"x T-0" PR ELECTRIC CLOSET (E) (E) (E) P (E) (E) P N 213 3'-0"x 8'-0" SHOWER ROOM 1-3/4" F SC WD TC A STL-KD MFR 1,2 214 3i-9' x 8'-0" COPY 1-3/4" F SC WD TC A STL-KD MFR 1. REFLECTED CEILING PLAN 215 T-0"x 8'-0" OFFICE 1-3/4" F SC WD TC D STL-KD MFR PROJECT NUMBER: 215249 SCALE: 1/8"= 1'-0" 216 3'-0"x 8'-0" OFFICE 1-3/4" F SC WD TC D STL-KD MFR 217 3'-0" x 8'-0" 1CONFERENCE 1-314" F I Sc WD TC C STL-KD MFR 218 3'-0" x 8'-0" ISERVER 1-3/4" F SC WD TC A STL-KD MFR 4 NW Capital 219 3'-0" x 8'-0" BREAK ROOM 1-3/4" F Sc WD TC A STL-KD MFR Management Tl GENERAL NOTES KEYNOTES 220 3'-0" x 7'-0" STAIR (E) (E) (E) P (E) (E> P 1. REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES. Notes: Material Legend: Tr/angle Pointe 1O STRUCTURE TO REMAIN EXPOSED.CLEAN UP ALL WIRES,CONDUITS,ETC. 1. Provide closer on door. GL Glass-Tempered P Paint 2. ALL ELECTRICAL WORK IS DESIGN BUILD-EXISTING&NEW LIGHT FIXTURES AND PROVIDE NEW LINEAR DIRECT/INDIRECT LIGHT FIXTURES, 2. Provide occupancy indicator. MFR Manufacturers Standard STL-KD Steei Frame- Knock Down 13333 SW 68th Parkway, SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO ARCHITECT. SUBMIT ELECTRICAL PLANS TO PROVIDE NEW BUILDING STANDARD SUSPENDED ACOUSTICAL CEILING 3. Provide door chime. (E) Existing TC Transparent Finish -Clear Suite 210 ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN&RESTORE ALL O GRID SYSTEM AT+l-10'-0"AFF AND 2 X 4 LED LIGHT FIXTURES. 4. Provide lock. SC WD Solid Core Wood Tigard, OR 97223 LIGHTS TO WORKING ORDER PRIOR TO JOB COMPLETION, PROVIDE GYPSUM BOARD FRAMED CEILING AT+/-9'-0"AFF,RECESSED 3. ALL MECHANICAL WORK IS DESIGN BUILD-EXISTING&NEW DIFFUSERS O LIGHT FIXTURES(WET APPROVED AT SHOWER),VANITY LIGHT ABOVE SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT MIRROR AND EXHAUST FAN. General Notes: ANY DISCREPANCIES TO ARCHITECT. SUBMIT MECHANICAL PLANS TO 1.Threshold at all doorways to be level or no greater than 1/2" in height. ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN ALL DIFFUSERS AT EXTERIOR WALL WHERE CEILING IS TO REMAIN EXPOSED,PROVIDE PRIOR TO JOB COMPLETION. OO GYPSUM BOARD AT TOP OF UNFINISHED WALL,FLUSH WITH WALL,TO CONCEAL EXISTING REBAR. 4. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING,STROBES,SMOKE 3, DOOR SCHEDULE DETECTION&SPRINKLERS TO ARCHITECT FOR REVIEW AND COORDINATION O PROVIDE GYPSUM BOARD FRAMED CEILING AT+/-9'-6",RECESSED LIGHT PRIOR TO CONSTRUCTION. FIXTURES AND SCONCES MTD AT 72"TO THE CENTER OF FIXTURE(VERIFY SCALE: NTS WITH TENANT PRIOR TO INSTALL). 5. PROVIDE NEW LED LIGHTING THROUGHOUT. O DEMO UNUSED STEEL FROM PREVIOUS TENANTS MOVEABLE PARTITION. 6. EACH ENCLOSED ROOM TO HAVE LED LIGHT FIXTURES,AND A MIN OF(1)HVAC SUPPLY AND(1)HVAC RETURN,UNLESS OTHERWISE NOTED. 7O PROVIDE NEW BUILDING STANDARD LED EXIT SIGN. O REPLACE EXISTING 2 X 4 LIGHTING WITH NEW LED FIXTURES. 3'-0" Y-W 20'-5"F.V. T-0" 7'-8"F.V ` 3'-0" 6'-10"RV, 3'-0" 6'-4"F.V. T-0" 6.8"F.V. S-0" 8'• 0"F.V. T-O" T 4" I I I 1 — I I I -- -- — --- SHEET TITLE: RCP, Door & Relite Types & Door 4 S' R4 4 o 0 m � Schedule 0 TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP SINGLE OPENING © SINGLE OPENING w/3'-4" © SINGLE OPENING WITH BUTT-GLAZED RELITE SINGLE OPENING w/T-8" 0 SINGLE OPENING w/6-10- SINGLE OPENING w/6'4" © SINGLE OPENING w/6-8" (2:) SINGLE OPENING wl V-10" DRAWN BY: NAB WIDE RELITE WIDE RELITE WIDE RELITE WIDE RELITE WIDE RELITE WIDE RELITE DATE ISSUED: 08,13.15 NOTES: 1, ALL NEW FRAMES TO BE KNOCKDOWN(BLACK)TO MATCH BUILDING STANDARD, L f UNLESS OTHERWISE NOTED. 2. PROVIDE TEMPERED GLASS AT ALL RELITES UNLESS OTHERWISE NOTED. 4, DOOR FRAMES & RELITE TYPES SHEET: A202 SCALE. 114"= V-0" LRS Afchdects,Inc.02015 m n e PERMIT SET 08. 93. 15 Lf - ARCHITECTS 720 NW Davis 503.221,1121 M Suite 300 503 221.2077 D SURFACE MOUNTED SOAP Portland OR 97209 www.lrsarchitects.com DISPENSER 4 8 CONTINUOUS 1'-0"U.O.N._ WALL MOUNT LIGHT FIXTURE A301 A301 FRENCH CLEAT MIRROR(30"x48") X10'_0"AFF._, WHITE INTERIOR wl j ^ 0"AFFY 6'-4" It 10'-81/2"F.V. ADJUSTABLE SHELVES(TYP) 3 EQ.CABINETS 4 EQ.CABINETS �� a / SI�WERROPM - — _ — VERTICAL \ \ / \ \ / \ r. i SURFACES, PLASTIC LAMINATE AT ALL EXPOSED& •I, A� / � 1 PL-1 SEMI-EXPOSED SURFACES OVER 314" �r A301 I / r - - -\_. . . _ _�_ - ._/ _ -\. ..-..� �(NI )1 SUBSTRATE;SELF EDGE • GRAB BAR I I t PQRriAOAEGINI e1 -- _._._..__._____.._ _..._____________ o HORIZONTAL WHITE INTERIOR TYPfy `+ L - - -� - - - I I SURFACES, ( ) OF 0 " REF PL-2 L - _ - o o C1 I (NIC) m DW _ - ' - - N - ' - - J 4"WIRE PULLS,BRUSHED N FIN FLR ---._. ._. -- ALUMINUM(TYP) -- �h _ FIN FLR -- -------- \I A PLASTIC LAMINATE B Y CONSULTANT: SEAT COVER RUBBER BASE, .D 5 6 RB-1 WAINSCOTING AT WET DISPENSER A301 A301 ADA COMPLIANT SINK 3'O" WALLS,TYP.(PL-3) AND FAUCET;PROVIDE TOILET PAPER HEAT WRAP AT ALL 7 6"CONTINUOUS DISPENSER 8'-6 112" 5'-4" 7'0" E.Q. 3'-0" T-0" E.Q. 3,6" EXPOSED PIPES;BRACE A301 RUBBER BASE,TYPICAL 2 EQUAL CABINETS CLR AS NEEDED A B 1. SHOWER ROOM PLAN 2. SHOWER ROOM ELEVATIONS 3. BREAK ROOM ELEVATIONS 4. TYPICAL UPPER CABINET SCALE: 1/4"= V-0" SCALE: 1/4"= 1=0" SCALE: 1/4"= V-0" SCALE., 1"= V-0" 2'-1"U.O.N. CLEAR SILICONE CAULK AT SEAM ADA COMPLIANT MIRROR PLASTIC LAMINATE COUNTERTOP& CLEAR SILICONE CAULK AT SEAM(TYP) T-1"U.O.N. (TYP) 7-0" SPLASH AT ALL EXPOSED —CONTINUOUS PLASTIC LAMINATE COUNTERTOP&SPLASH CHROME ACCESSIBLE FAUCET SURFACES&EDGES(SEE FRENCH CLEAT AT ALL EXPOSED SURFACES&EDGES(SEE ELEVATION)OVER 3/4" ELEVATION)OVER 3/4"SUBSTRATE ADA COMPLIANT STAINLESS MEDIUM-DENSITY FIBERBOARD 4"O"LI.O.N. 1" 1" STEEL KITCHEN SINK MADE WI EXTERIOR GLUE. PLASTIC LAMINATE AT ALL EXPOSED& jtl PLASTIC LAMINATE COUNTERTOP BLOCKING AS REQUIRED - --- -- SUBSTRATE;S SURFACES OVER 3/4" &SPLASH AT ALL EXPOSED L E 6"DRAWER SURFACES&EDGES(SEE £' ELEVATION)OVER 3l4" WHITE INTERIOR w/ MEDIUM-DENSITY FIBERBOARD ADJUSTABLE SHELVES(TYP) — 4"WIRE PULLS,BRUSHED MADE W/EXTERIOR GLUE. z ALUMINUM(TYP) 2X4 LEDGER-BACK& LL g DO ; - 4"WIRE PULLS,BRUSHED SIDES p Fo WHITE INTERIOR(TYP) PLASTIC LAMINATE AT ALL ALUMINUM ADA COMPLIANT SINK TO ~ ? z_ z PROJECT NUMBER: 215249 : SEMI-EXPOSED SURFACES OVER BE INSTALLED w/CLEAR o 2 O 2 LL o 4"WIRE PULLS,BRUSHED PLASTIC LAMINATE OVER 3/4" O b 3/4"SUBSTRATE;SELF EDGE b CAULK AT ALL SEAMS M1 N LL M ALUMINUM(TYP) —� SUBSTRATE REMOVABLE BASE NW Capital WHITE INTERIOR wl ADJUSTABLE iv "" 'r"m'T5 CABINET DOORS W/ FULLY PLASTIC LAMINATE AT ALL EXPOSED& SHELVES TYP Z CONTINUOUS STEEL F — — — — — -I SEMI-EXPOSED SURFACES OVER 3/4" SHELVES(TYP) CONCEALED EUROPEAN HINGE & PROOF WRAP � ANGLE SUPPORT BASE AS SPECIFIED;REFER TO @ EXPOSED M QUICK SNAP OFF CAPABILITY I SUBSTRATE;SELF EDGE ELEVATION PIPING WHITEINTERIOR(TYP) HEAT PROOF WRAP@ 1-1" 11" I MICROWAVE , Management TI EXPOSED PIPING I i OPEN TO WALL;NO BACK Triangle Pointe VERIFY SIZE OF MICROWAVE WITH TENANT 13333 SW 68th Parkwa T.O_FIN_FLR -_ T_0,FIN_FLR -__ T.O.FIN.FIR PRIOR TO CONSTRUCTION y� Suite 210 CONTINUE FLOOR FINISH Tigard, OR 97223 UNDER CABINET AT SINK, SEE FLOOR PLAN 5. LOWER CABINET W/ DRAWER & DOOR 6. TYPICAL LOWER CABINET w/ SINK 7. SECTION THRU VANITY 8. MICROWAVE CABINET SECTION SCALE: 1"= 1'--0" SCALE., 1"= V-0" SCALE: 1"= V-0" SCALE: 10= V-0" 18 GA.DEFLECTION CHANNEL SECURE TO METAL DECK W/ PROVIDE(2)/i8 SHEET METAL 1/4"DIA.X 1.1/2"POWER SCREWS AT EA.BRACE ACTUATED DRIVEPINS INTO ATTACHMENT TO STRUCTURAL 20 GA.3 518"STUD BRACING TO CONCETE FILLED FLUTES @ 18" MEMBER TYP. \ STRUCTURE @ 8'•0"O.C. S.M.S INTO METAL '•"' """'• DECK @ 18"O.C. PROVIDE FOR PROVIDE 2"X SK LIGHT&SOUND — 1 112"16 GA U-CHANNEL 19'11 1/2" CONTINUE 3/4"DEFLECTION. SEALING GASKET CONTINUOUS BRIDGING @ MIDSPAN GYP.BD.TO BETWEEN WALL&CEILING vJ, 7 EQUAL CABINETS CEILING $ �h10'0"AFS SHEET TITLE: --- ____ SEE RCP Y S -- -� ------------- __....-, _.....----..--- --- VERIFY Enlarged Plan, WHERCEILINGSYSTEMAS(REFERSPECIFIED /\ Interior Elevations � WHERE OCCURS(REFER TO PROVIDE(2)FASTENERS @ EA. / \ / \ / \ / \ / \ RCP) BRACE STUD CONNECTION TO TOP - b VERTICAL o OF WALL STUD o -- _ - - -. .._ _ _ 3-5/8"25 GA(3625125.18)MTL \ Y/ \ Y SURFACES, & Details PL- n STUDS @ 24"O.C.WITH 5/8" GYP. z HORIZONTAL Z BD.EACH SIDE. EXTEND MTL 3.5/8"25 GA.(3625125.18 MTL a 8 STUDS AND GYP.BD, FULL HEIGHT STUDS @ 24"O.C.WITH 518'GYP. N SURFACES,PL- - - 4 TO UNDERSIDE OF STRUCTURE BD.EACH SIDE. PROVIDE 3"SOUND 8 ABOVE. PROVIDE 3'SOUND ATTENUATION BATT INSULATION b /( , ) / ATTENUATION BATT INSULATION FRICTION FIT IN STUD SPACE AND _ - - - COPIER I DRAWN BY: HA8 FRICTION FIT IN STUD(SEE NOTE ACOUSTIC SEALANT @ CEILING \ i NIC BELOW FOR MORE INFORMATION). GRID. 3 518"20 GA JOISTS @ FIN_ -/ - 3 POWDER DRIVEN POWDER DRIVEN ANCHOR 24"MIN,D.C. FLR ` ) I DATE ISSUED: 08.13.15 ANCHOR AT T-T O.C. AT 2'-0"O.C.THRU MTL. �`�. ;9 ��" RUBBER BASE, THRU MTL.STUD BASE ON BOTH SIDES AS STUD TRACK,LION O A 5 TRACK,UON SPECIFIED BASE ON BOTH SIDES AS 518"GYP.BD.SCREWED TO RB- z SPECIFIED JOIST BOTTOM FLANGE a" A301 EXISTING SLAB EXISTING SLAB MIN.PENETRATION '-101 " _101-1" — - — 4 EQUAL CABINETS S NOTE: FOR WALLS 13'-6"ABOVE FINISHED FLOOR(AFF)BUT LESS THAN 16'-1"AFF,PROVIDE 3-518"20 GA (362S200.33)STRUCTURAL MTL STUDS WITH 2"FLANGE AT 24"O.C. FOR WALLS OVER 25'-0"AFF,PROVIDE 6"18 GA N (6Do5,6DWITH ARCHITECT PRIOR TO CONSTRUCTION, 9FULLHEIGHT PARTITION 10. BUILDING STANDARD PARTITION 11. FRAMED CEILING DETAIL 12. COPY ROOM ELEVATION A301 d SCALE. 1/2"= V-0" SCALE., 1/2"= 1'-0" SCALE: NOT TO SCALE SCALE: 1/4"= 1'-0" SHEET: LRSAfWach,Inc,02015 gE 8 4i PERMIT SET 08. 13. 15