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Plans BU P2017 - 00286 OFFICE COPY LES 2ND FLOOR CORRIDOR ARCHITECTS 720 NW Davis 503.221.1121 Suite 300 503 221.2077 Portland OR 97209 www.Irsarchitects.com FANNO CREEK PLACE - BUILDING B edit, ,....., ya 16083 SW UPPER BOONES FERRY ROADErir tact arr t , ow ttr +� v7iA r.. -�`r rr.. TIGARD, OREGON 97224 sitOF PERMIT SET 1 0. 11 . 17 CONSULTANT: RECEWVED OCT 31 2017 CITY OF TIGARD PROJECT DIRECTORY PROJECT SUMMARY DRAWING INDEX BUILDING DIVISION BUILDING MANAGER: I. GENERAL INFORMATION: IV. ADA ACCESSIBILITY UPGRADES: 5 PROVIDE CODE MINIMUM FIRE ALARM CONNECTIONS AS ARCHITECTURAL Parkland Development, LLC Su Moran: su@parklanddevelopment.com REQUIRED. PROJECT NAME: 2nd FLOOR CORRIDOR 1. BUILDING HAS BEEN UPGRADED ACCORDING TO THE 6. SURVEY EXISTING CONDITIONS OF ENTIRE FLOOR THAT A001 COVER SHEET 16083 SW Upper Boones Ferry Rd,Ste 120 PROJECT ADDRESS: FANNO CREEK PLACE-BUILDING B ACCESSIBILITY UPGRADES LIST AS OUTLINED IN OSSC Portland,Oregon 97224 16083 SW UPPER BOONES FERRY 3411. PROJECT OCCURS, AND PROVIDE NOT LESS THAN ONE A100 GENERAL NOTES&STANDARD MOUNTING HEIGHTS Telephone (503)639-0108 ROAD APPROVED FIRE EXTINGUISHER WITH RATING OF NOT TIGARD, OR 97224 LESS THAN 2A 10B/C FOR EACH 1,500 S.F. OF FLOOR A101 SUSPENDED CEILING AND LIGHT INSTALLATION GUIDE&DETAILS Fax (503)639-0709 AREA OR FRACTION THEREOF. TRAVEL DISTANCE TO MAP/FAX LOT: W248495 V. EMERGENCY SYSTEM STANDARDS: A201 DEMOLITION PLAN AN EXTINGUISHER FROM ANY PORTION OF THE ARCHITECT: II. APPLICABLE CODES: BUILDING SHALL NOT EXCEED 75 FEET. PROVIDE FIRE A202 FLOOR PLAN LRS Architects, Inc. Michelle Startt: mstartt@Irsarchitects.com 1. BUILDING IS FULLY SPRINKLERED(NFPA 13). MAKE EXTINGUISHER IN ACCORDANCE WITH CURRENT CODES. Darcie McConnaha: dmcconnaha lrsarchitects.com CODE MINIMUM CORRECTIONS AS REQUIRED PER NEW PROVIDE NEW FIRE EXTINGUISHER AT ALL EXISTING A203 REFLECTED CEILING PLAN 720 NW Davis, Suite 300 @ 2012 INTERNATIONAL BUILDING CODE(IBC) 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) PLAN. CABINETS WHERE MISSING. ALL REUSED EXISTING FIRE Portland,Oregon 97209 EXTINGUISHERS ARE TO BE INSPECTED AND/OR 2014 OREGON MECHANICAL SPECIALTY CODE(OMSC) 2. IN BUILDINGS EQUIPPED WITH AN EXISTING VISUAL Telephone(503)221-1121 2014 OREGON FIRE CODE STROBE SYSTEM:PROVIDE CODE MINIMUM RECHARGED, AS NECESSARY, JUST PRIOR TO Fax(503)221-2077 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE CORRECTIONS AS REQUIRED. IF A SYSTEM DOES NOT SUBSTANTIAL COMPLETION. (OEESC) EXIST, DO NOT ADD ONE. NOTE: 2014 OREGON PLUMBING SPECIALTY CODE(OPSC) OCCUPANCY PROJECT MANAGER: 3. PROVIDE EMERGENCY EGRESS LIGHTING FOR THE UNDER FUTURE Colliers International Monique Clouser. Monique.Clouser@colliers.com 2014 OREGON ELECTRICAL SPECIALTY CODE(OESC) EGRESS PATH IN ALL PUBLIC AND TENANT SPACES. 851 SW Sixth Avenue,Suite 1200 2009 ANSI A117.1 MINIMUM INTENSITY SHALL NOT BE LESS THAN 1 PERMIT. Portland,Oregon 97204 Ill. BUILDING STANDARDS: FOOTCANDLE AT FLOOR LEVEL ALONG THE ENTIRE LENGTH OF THE PATH. CONNECT TO BUILDING Telephone(503)684-6000 ELECTRICAL SYSTEM. I I - ' Fax(503)624-0636 BUILDING TYPE: TYPE 11-B, 3 STORIES, SPRINKLERED 4. PROVIDE EXIT SIGNAGE. EXIT SIGNAGE SHALL BE $ BUILDING OCCUPANCY: B&S-1CONNECTED TO BUILDING POWER SUPPLY WITH PROJECT NUMBER: 217337 TOTAL BUILDING FLOOR RENTABLE AREA: +/-49,963 R.S.F. GENERAL CONTRACTOR: AREA OF WORK: +/-1,690 S.F. BATTERY BACK-UP FOR MIN 1-1/2 HOUR DURATION. 1 r—+ I. Built Environments NW Roman Michalchuk: romanm@BE-nw.com 2nd Floor Corridor PO Box 160 • Gladstone,Oregon 97027 GENERAL NOTES / I B _i ., Fanno Creek Place Telephone(503)650-4084 THE SITE PLAN AND CORRIDOR LOCATION PLAN IS FOR REFERENCE ONLY. SEE ALL OTHER PLAN SHEETS FOR CONTRACT DOCUMENT INFORMATION. Building CCB#79970 THE PROJECT SUMMARY IDENTIFIES SOME SPECIFIC OSSC REQUIREMENTS BUT IS NOT INTENDED TO LIST ALL OSSC REQUIREMENTS. �- OCCUPANCY r 160831 B (UNDER FUTURE PERMIT) p 7 SW Upper Boones I, 4 0 • j Ferry Rd NON-RATED CORRIDOR -i„,- ALLOWED PER TABLE 1018.1 f 0 Tigard, OR 97224 DEFERRED SUBMITTALS - DESIGN BUILD 0J [ � 4 — — _tib t— _� ELECTRICAL SYSTEMS SPRINKLER SYSTEMS AREA OF WORK ie+C E+0 I OFFICE COPY MECHANICAL SYSTEMS EGRESS LIGHTING ' I C ,.,. . OF TIGARD 1114 IAREVFO _ _ I I MA'- I F J y✓W Ash.erd Si f 3V* ° 1>.` a Io, �TC.t L • i�+•tr�I. �. •r,, , i:'� -•� FIRE BARRIER s -. .' EXISTING 1-HOURGi Harrfr A • . oma' i�•i PER SECTION::L L — — L J EXISTINGFIRE BARRIER 7 L ^ a •„”, avEXIT STAIR 713.14.1, EXIT STAIR dressi14227.(25416C) B� z `� : A /a ; i1::•I4, ~ ` ENCLOSURE. ELEVATOR LOBBY o � J y ', I, `fir BUILDING ENCLOSURE. �J $uit6#: , ��p 1� e Bt t7�rr�-fiefr'� NOT REQUIRED ... a ' tv ', - TO BE ENCLOSED. B 21_L"7 ¢ a : to a,�'� ' 'Ir ,. !ti �Qd • 4 OCCUPANCY By2 DAtCt 10 �' �_ •''"`� "' '°'� (UNDER FUTURE PERMIT) . ;',vt Stinal St 'a 291 >� �,: it, .• . a It <` • . RS ReJ .` skikr w 4) .`� •, �_• . cell 7 \ % 4 M I g ` Ali► �i.• 1 v.. N +N. ; ' • SHEET TITLE: to' A 7I �• 1 r� b Cover Sheet U eDurham ate/ ;r1.` ,, ` ; � $' 4,S, 7` a' 44.* •: ,,. Ion vie ♦ et is u ,%:� or 0 ` •vsa lea. ♦. �.� i '� ` <�•j!/ tilt E y ' \ ;,� `�: ;. nes LEGEND o 1 d 11 r�90 LI F // `\ `i.•e: ''<��. N77/0 •ry e,,� / AREA OF WORK +0+ ®� EXIT SIGN w/INTEGRATED 1 i' r / \\\\ s,;i��+t: ��, * Q 0 L — — 1 WHERE OCCURS ALL EXITS,DIRECTIONAL, EVRY 1ARROW0' N B CORRIDORS,AND IN SPACES WHERE 2 MODES OF 8 t a 1 ;' o ° \\\\ CP' ��� tD< B OCCUPANCY GROUP CITY n J \ EGRESS ARE REQUIRED PER SECTION 1011. (REFER v F TIGARD DRAWN BY: KEB LL r ) ' ( \��� / a ' / TO ELECTRICAL DRAWINGS FOR MORE INFORMATION). r 5' =ry \�\ ��, o •'' , - EXIT EGRESS PATH POCHEINDICATES "EXIT"TEXT SIDE OF SIGN. SIGNS Approved by Planning DATE ISSUED: 10.11.17 — S ...`:) \\ .y ' SHOWN IN CORRIDORS ARE CEILING HUNG. SIGNS Date: ( 073( / I? t' d aua d ? /\S, \• SHOWN ON WALL ARE WALL HUNG. ,_ a►• Initials: rn n E. N N * 1,4 . / 1. VICINITY MAPED 2. SITE PLAN CD3. EGRESS PLAN SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: 1/16"= 1'0" '� SHEET: A OO 1 8 o LRS Architects,Inc.®2017 ro 520 GENERAL NOTES LES GENERAL DOOR AND HARDWARE OWN ZONE. ADDITIONAL ELECTRICAL SERVICE AS REQUIRED. COORDINATE REQUIREMENTS WITH 46. DESIGN-BUILD CONTRACTOR SHALL VERIFY THE SUITABILITY AND CONDITION OF SCHEDULED BUILDING OWNER. ALARM LOCATIONS INDICATED ON PLANS ARE ONLY FOR REFERENCE. 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 EQUIPMENT TO BE RE-USED OR RELOCATED. DETERMINE ITEMS THAT NEED TO BE 68. PROVIDE SHOP DRAWINGS FOR ALARM SYSTEM LAYOUT AS REQUIRED BY CODE. ARCHITECTS THE DRAWINGS AND SPECIFICATIONS. THE PROJECT INTENT IS TO PROVIDE A COMPLETE KNOWLEDGE OR EFFORT. REPAIRED OR REPLACED. PRICE THESE ITEMS SEPARATELY AND AS EXCEPTIONS/ 69. VERIFY SERVICEABILITY AND REUSABILITY OF EXISTING ELECTRICAL EQUIPMENT, AND WORKING TENANT OR BUILDING IMPROVEMENT. 23. NEW DOOR HARDWARE SHALL MATCH EXISTING BUILDING STANDARD LEVER HANDLE WITH CLARIFICATIONS IN BID. REPAIR OR REPLACE AS NECESSARY. 720 NW Davis 503.221.1121 SIt 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. AUTOMATIC SPRINKLER SYSTEM SUPERVISION: ALL VALVES, INCLUDING THOSE IN PITS, 70. VERIFY THE CAPACITY AND REUSABILITY OF EXISTING ELECTRICAL PANELS TO MEET OREGON STRUCTURAL SPECIALTY CODE(OSSC), 2014 OREGON MECHANICAL SPECIALTY HARDWARE SHALL BE ADA ACCESSIBLE. SHALL BE MONITORED BY UL LISTED FIRE MARSHAL-APPROVED CENTRAL STATION. WATER PROJECT REQUIREMENTS. Suite 300 503 221.2077 ❑ CODE(OMSC), 2014 OREGON FIRE CODE, 2014 OREGON ENERGY EFFICIENCY SPECIALTY 24. CONTRACTOR SHALL VERIFY COMPATIBILITY OF HARDWARE SPECIFIED WITH BUILDING FLOW AND HIGH/LOWPRESSURE FOR DRY PIPE SYSTEMS IF USED) SHALL BE SUPERVISED, 71. TERMINATE ALL CONDUITS IN STANDARD DUPLEX BOXES, UNLESS OTHERWISE INDICATED. Portland OR 97209 www.Irsarchitects.com CODE(OEESC), 2014 OREGON PLUMBING SPECIALTY CODE(OPSC), 2014 OREGON ELECTRICAL KEYING SYSTEM. AS WELL AS OTHER FEATURES DEEMED NECESSARY BY CURRENT NATIONAL FIRE 72. KNOWN EXISTING(E)ELECTRICAL AND PHONE/DATA OUTLETS HAVE BEEN INDICATED ON THE SPECIALTY CODE(OESC)AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING 25. PROVIDE NEW DOORS MATCHING EXISTING DOORS'VENEER SLICING PATTERN AND GRAIN PROTECTION ASSOCIATION STANDARDS. DRAWING. ADDITIONAL EXISTING OUTLETS MAY EXIST AND SHOULD BE VERIFIED BY AUTHORITIES. DENSITY, AND FINISH. 48. PREPARE SPRINKLER SYSTEM SHOP DRAWINGS FOR COORDINATION WITH ARCHITECTS CONTRACTOR. 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 DRAWINGS BY ARCHITECT. 73. VERIFY WITH TENANT OR OWNER LOCATIONS OF ELECTRICAL AND VOICE/DATA OUTLETS FOR DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND REPORT ANY DISCREPANCIES STANDARD FINISH AND TYPE. 49. PAY ALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES SYSTEMS FURNITURE PRIOR TO INSTALLATION. TO THE ARCHITECT. 27. PROVIDE DOOR OPENINGS IN RATED WALLS COMPLYING WITH REQUIRED SMOKE CONTROL NECESSARY TO COMPLETE THE WORK. 74. SMOKE DETECTION DEVICES INDICATED ON THE DRAWINGS ARE FOR REFERENCE ONLY. 4y'� Icy 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. 50. PROVIDE FIRE DAMPERS AS REQUIRED BY CURRENT OSSSC STANDARDS FOR NEW CONFIRM SPACING OF DETECTORS WITH DEVICE LISTING. V FOR ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS. WHERE EXISTING DOOR OPENINGS DO NOT COMPLY WITH PRESENT BUILDING CODE CONFIGURATION OF FIRE-RATED PARTITIONS. 75. CLEAN AND REPAIR EXISTING SMOKE DETECTORS TO BE REUSED TO GOOD WORKING Y 5. THE CONTRACTOR SHALL PROVIDE AND PAY FOR DUMPSTER AND TELEPHONE. REQUIREMENTS, PROVIDE NEW DOORS, FRAMES AND HARDWARE THAT COMPLY. 51. BALANCE DESIGN-BUILD HVAC SYSTEM TO TENANT AND BUILDING OWNERS SATISFACTION. CONDITION. 47 meats= g 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 TOUR EXISTING CONDITIONS AND CONTACT OWNER FOR QUESTIONS PRIOR TO BID. 76. CLEAN NEW, EXISTING, AND RELOCATED LIGHT FIXTURES IN PROJECT AREA, OR IN AREAS 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. 52. 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 */ �111/"'4 1 // CONSTRUCTION. TO CONSTRUCTION. REMOVE FILTERS AT COMPLETION OF THE PROJECT. BALLAST IN LIGHT FIXTURES AS REQUIRED TO RESTORE TO WORKING ORDER. 0 7. DIMENSIONS TAKE PRECEDENCE OVER SCALE. DIMENSIONS ARE TYPICALLY TO FACE OF FINISHES 53. COORDINATE ZONE CONTROL OF EXISTING HVAC SYSTEM AT IMPROVEMENT AREA. 77. CLEAN AND REPAIR EXISTING EXIT SIGNS TO BE REUSED. REPLACE BATTERY AND/OR rat 'F"tt FINISH UNLESS OTHERWISE NOTED. SEPARATE AND REROUTE EXISTING DUCTWORK AND CONTROLS REQUIRED TO PROVIDE BALLAST IF NOT IN GOOD WORKING CONDITION. 6355 `V 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 INDEPENDENT OPERATION BY TENANTS ON EACH SIDE OF A DEMISING WALL. 78. COORDINATE TELECOMMUNICATIONS AND MODIFICATION TO BUILDING ALARM SYSTEM s7 9. DO NOT DISTURB ADJACENT TENANTS BY NOISY CONSTRUCTION(/.e., JACK HAMMERING OR CAUSED BY CONSTRUCTION OPERATIONS. 54. 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 ©P ti 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 DUCTWORK BEHIND GRILLS SHALL BE A UNIFORM DARK COLOR. INSTALLATION. COVERINGS), SCHEDULE SUCH ACTIVITIES FOR AFTER NORMAL BUSINESS HOURS. NOTED. SUBMIT COLOR DRAW-DOWNS TO ARCHITECT AND OWNER FOR APPROVAL PRIOR TO 55. DESIGN-BUILD CONTRACTOR AT COMPLETION SHALL PREPARE AND SUBMIT AN AIR 79. REMOVE ALL UNUSED OR ABANDONED ELECTRICAL WIRING, EQUIPMENT, AND PHONE AND COORDINATE SUCH ACTIVITIES WITH BUILDING OWNER. APPLICATION. BALANCING REPORT TO THE OWNER. DATA CABLING. CONFIRM WITH OWNER PRIOR TO REMOVAL.ALL WIRING AND CABLING TO 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 56. HVAC CONTRACTOR TO PROVIDE 100%FRESH AIR SUPPLIED TO ENTIRE TENANT SPACE REMAIN SHALL BE SUSPENDED FROM STRUCTURE AS REQUIRED BY CURRENT CODE. OWNER. NEW CONSTRUCTION, THE FINISHED SURFACE SHALL BE ALIGNED FLUSH. THREE CALENDAR DAYS PRIOR TO THE FIRST DAY AFTER SUBSTANTIAL COMPLETION. 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 PROVIDE 100%FRESH AIR WITHOUT MAKING OTHER TENANTS UNCOMFORTABLE SCHEDULING OF FIRE SPRINKLER AND ALARM SYSTEMS CONSULTANT: DAMAGED ON SITE. TO MEET PAINT READY REQUIREMENTS. 12 CONTACT OWNER'S REPRESENTATIVE TO COORDINATE SCHEDULED ITEMS TO BE SALVAGED 33. EXISTING WALLS AND SURFACES SHALL BE STRIPPED, RESURFACED,AND PATCHED AS ELECTRICAL-DESIGN BUILD 80. CONTACT OWNER'S REPRESENTATIVE FOR INSTRUCTIONS WHEN SCHEDULING WORK ON FOR RETURN. REQUIRED. FIRE SPRINKLER&ALARM SYSTEMS. 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, 57. ELECTRICAL SYSTEM AND REQUIREMENTS ARE DESIGN-BUILD. SUBMIT ELECTRICAL DESIGN KEY ORIGINALS OR CARD ACCESS DEVICES. OR IN LANDSCAPING. TO ARCHITECT FOR COORDINATION WITH ARCHITECTS DRAWINGS PRIOR TO ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS 14. WARRANTY ALL PARTS, LABOR, EQUIPMENT,AND MATERIAL PROVIDED UNDER THIS 35. PROVIDE FULL GALLON OF EACH WALL COLOR WITH LABELS IN TENANT CLOSET OR UNDER CONSTRUCTION. CONTRACT OFA PERIOD OF ONE YEAR, UPON FINAL COMPLETION OF CONTRACT. SINK, LABEL ALL LEFT OVER PAINT, AND DELIVER TO OWNER WHERE DIRECTED. 58. IF AN OVERRIDE SYSTEM EXISTS, PROVIDE EACH TENANT SPACE WITH AN OVERRIDE SWITCH 81. ALL DIMENSIONS INDICATED ON THIS SHEET ARE CLEAR MINIMUM TO FACE OF FINISH. 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 FOR FULL-SERVICE BUILDINGS. DIMENSIONS TO TOILET ROOM ACCESSORIES ARE TO THE CENTER LINE AS NOTED OR TO THE ARCHITECTS DECISION IS FINAL WHETHER A PROPOSED PRODUCT IS ACCEPTABLE FOR EXISTING ADJACENT SURFACES IN BUILDING, UNLESS OTHERWISE INDICATED. 59. PAY ALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES HIGHEST PORTION OF THE OPENING OR OPERATING DEVICE. SUBSTITUTION. 37. PROVIDE FINISH MATERIALS MATCHING ESTABLISHED BUILDING STANDARD QUALITY, UNLESS NECESSARY TO COMPLETE WORK. 16. APPLICATION OF MATERIALS TO SURFACES EXISTING OR PROVIDED UNDER THIS CONTRACT OTHERWISE INDICATED. PROVIDE COLORS APPROVED BY OWNER AND ARCHITECT. 60. COORDINATE ITEMS REQUIRED FOR DEMOLITION NOT INDICATED ON DRAWINGS. 82. ALL ITEMS INDICATED BELOW MAY NOT OCCUR ON THIS PROJECT. SEE PROJECT PLANS AND IMPLIES ACCEPTANCE AND SUITABILITY OF EXISTING CONDITIONS. 38. CONTRACTOR TO FILL AND PATCH EXISTING CONCRETE SLABS AND SHALL PROVIDE SMOOTH 61. COORDINATE ELECTRICAL REQUIREMENTS FOR MECHANICAL SYSTEMS. ELEVATIONS FOR ITEMS THAT OCCUR. SEE ARCHITECTURAL PLANS FOR ACCESSIBILITY 17. ALL WORK INDICATED ON DRAWINGS SHOULD BE CONSIDERED NEW UNLESS IDENTIFIED AS UNIFORM SURFACE PRIOR TO NEW FLOOR COVERINGS TO BE INSTALLED. 62. DESIGN-BUILD CONTRACTOR SHALL PREPARE A WRITTEN SCOPE OF ELECTRICAL WORK TO AND/OR ADAPTABILITY CONFORMANCE IN THE HORIZONTAL PLAN LAYOUT. EXISTING TO REMAIN OR TO BE REUSED. BE PERFORMED TO THE OWNER WITH BID. 18. ALL MATERIALS AND PRODUCTS USED ON THE JOB SITE SHALL BE "ENVIRONMENTALLY SAFE'; MECHANICAL-DESIGN BUILD 63. ELECTRICAL LIGHTING ON DRAWINGS IS PROVIDED FOR REFERENCE ONLY AND IS INTENDED 83. CONFORMANCE TO FIXTURE MOUNTING HEIGHT REQUIREMENTS ARE APPLICABLE IN ANY LOW ODOR, AND NONFLAMMABLE. USE OF ANY PRODUCT NOT COMPLYING WITH THIS 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. CRITERIA MUST BE APPROVED BY THE BUILDING OWNER. 39. MECHANICAL SYSTEM AND REQUIREMENTS ARE DESIGN-BUILD. SUBMIT PLANS AND CONTRACTOR IN ACCORDANCE WITH EXISTING BUILDING STANDARDS. COMPLY WITH 19. CONTRACTOR WILL BE HEW RESPONSIBLE FOR ANY DAMAGE OR CLEANING THROUGHOUT SPECIFICATIONS TO ARCHITECT FOR COORDINATION WITH ARCHITECTS DRAWINGS, IN ENERGY CODE REQUIREMENTS AS REQUIRED BY CURRENT ENERGY CODES AND PROVIDE 84. VERIFY ACCESSORY SIZE WITH MANUFACTURER TO ENSURE CONFORMANCE WITH REQUIRED STRUCTURE DEEMED TO BE A RESULT OF HIS/HER WORK. THOROUGHLY CLEAN PREMISES ADDITION, CONTRACTOR SHALL PROVIDE WITH SUBMITTAL(2) COPIES OF A COLORED FLOOR ENERGY CALCULATIONS REQUIRED FOR WORK OF THIS PROJECT. MOUNTING HEIGHTS. UPON COMPLETION OF WORK, INCLUDING WASHING OF WINDOWS, SO THAT BUILDING IS PLAN DESIGNATING WHICH AREAS ARE CONTROLLED BY EACH THERMOSTAT. MECHANICAL 64. SWITCHING FOR LIGHTING IS INDICATED IN THE DRAWING FOR REFERENCE ONLY AND IS READY FOR OCCUPANCY BY TENANT. INCLUDE CLEANING OF ADJACENT AREAS WITHIN AND DESIGN MUST BE APPROVED BY OWNER AND MECHANICAL ENGINEER IF EMPLOYED BY INTENDED TO ONLY SHOW SWITCH LOCATIONS. REQUIREMENTS FOR DUAL SWITCHING, 85. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS AS REQUIRED FOR PROPOSED AND AROUND THE BUILDING THAT ARE NOT PART OF TENANT IMPROVEMENTS, BUT WERE 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 AFFECTED BY TENANT IMPROVEMENT CONSTRUCTION OPERATIONS. 40. 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 20. CONTRACTOR TO PROVIDE MECHANICAL AND ELECTRICAL AS-BUILT DRAWINGS, ALL NECESSARY TO COMPLETE WORK. PER ROOM, UNLESS OTHERWISE INDICATED. TUB/SHOWER ENCLOSURES. WARRANTIES AND OPERATING MANUALS TO BUILDING OWNER WITHIN TWO WEEKS OF 41. COORDINATE ITEMS REQUIRED FOR DEMOLITION NOT INDICATED ON DRAWINGS. 65. PROVIDE ILLUMINATED EXIT SIGNS AT REQUIRED EXIT DOORWAYS AND WHERE NECESSARY COMPLETION OF WORK. CONTRACTOR ALSO IS TO PROVIDE FINAL CERTIFICATE OF 42. COORDINATE ELECTRICAL REQUIREMENTS FOR MECHANICAL SYSTEM. TO INDICATE THE DIRECTION OF EGRESS WHEN THE EXIT SERVES AN OCCUPANT LOAD OF 86. FLOOR DRAINS: ACCESSIBLE FIXTURES REQUIRE A CLEAR FLOOR SPACE CONTIGUOUS OR OCCUPANCY. NO RETAINAGE SHALL BE RELEASED UNTIL OWNER HAS RECEIVED THESE 43. 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 ITEMS. THIS IS TO INCLUDE NEW EQUIPMENT, NUMBER OF ZONES, DESCRIPTION AND QUANTITY OF 66. 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 21. ALL DEMOLITION WORK TO CONFORM TO CURRENT OSHA STANDARDS. PROVIDE ADEQUATE CONTROLS AND THERMOSTATS, ETC. OWNER WILL REVIEW SCOPE OF WORK PROPOSED FOOT-CANDLE AT THE FLOOR LEVEL. PROVIDE EMERGENCY SYSTEM LIGHTING WHERE THE 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. PRIOR TO ACCEPTANCE OF BID. EXISTING SYSTEM SERVES AN OCCUPANT LOAD OF A 100 OR MORE AS REQUIRED BY CODE. DIRECTION;AND THE ELEVATION CHANGE AT THE DRAIN LIP DOES NOT EXCEED 1/8". 44. DESIGN-BUILD CONTRACTOR TO PROVIDE CERTIFICATION THAT OUTDOOR AIR MATCH EXISTING BUILDING STANDARD WHERE POSSIBLE FOR REQUIRED EMERGENCY REQUIREMENTS OF CURRENT CODES WILL BE MET FOR EACH OCCUPANCY USE WITHIN THE SYSTEMS AND INSTALL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT END OF GENERAL NOTES TENANT IMPROVEMENT AREA. NATIONAL ELECTRICAL CODE. 45. INTERIOR AND PERIMETER OFFICES SHALL NEVER BE ON THE SAME ZONE. CONFERENCE 67. PROVIDE VISUAL AND AUDIBLE ALARM SIGNAL APPLIANCES INTEGRATED INTO THE BUILDING 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 PROJECT NUMBER: 217337 2nd Floor Corridor Fanno Creek Place - Building B 16083 SW Upper Boones Ferry Rd Tigard, OR 97224 TYPICAL AT DOOR 4'-0" EXIT SIGN U�� ♦ tab - h IP TYPICAL DOOR 1 c. till q Eli q ��:,/� /���kOPENING c. I9 it TO RAISED v ` Fo u,� "gm CB•/ill-vo lir G/ , CHARACTERS � J ♦ �� ♦ t I 110 MAX ° • _ 2'-0" t Fig. c °_ co Fig.308.2.1 Fig.308.3.1 F p CLEAR FLOOR SPACE CLEAR FLOOR SPACE UNOBSTRUCTED UNOBSTRUCTED CARD ,, czi ° v PARALLEL APPROACH FORWARD APPROACH FORWARD REACH SIDE REACH READER ' 0 Ar a _ MAX . V //'' A 4" '`r >� '_ _ ♦ TYPICAL AT DOOR �■L��i�?izd- L'Plitteil �,40 O 441> VISIBLE SYMBOLS,EACH FIRE ALARM SIGNAL/STROBE ANNUNCIATOR PANEL SHEET TITLE: o a 20"MAX >20"-25" OPERABLE THERMOSTAT o A. �� ' MIN.2 1/2"HIGH EXISTING ELEVATOR 54"MAX FIRE EXTINGUISHER SIGN WALL MOUNTED FIRE EMERGENCY POWER o MOUNTED PHONE EXTINGUISHER General Notes & ry Fig.308.2.2 ♦ CALL BUTTON ELEVATOR TO COMPLY WITH RECESSED FIRE OFF PUSH BUTTON o AHJ.AND ADA MANUAL PULL EXTINGUISHER CABINET OBSTRUCTED HIGH FORWARD REACH 31/2'MAX ELECTRICAL OUTLET STATION \ TACTILE CN FOR PARALLEL INTERCOM Standard Mounting R10"MAX > 10"-24" " APPROACH \ (1' ELECTRICAL OUTLET TELEPHONE STATION ♦c� \ SIGNAGE ♦ • • ♦ \ 15"MIN FOR 5"MAX �� -�` BASE_OF Heights LIMITS OF PROTRUDING OBJECTS AT CASEWORK OUTLET AND E >� �" APPROACH F APPROACHD m Z -J<c� - SWITCHES �♦ O �u 0 �c ¢ ¢ CHARACTER '� XX EXCEPTIONS: - o z c� ♦ -t-� o �Xc a - m a = ¢ �, - - C3� z F- LL > o U z tL 9 io M w _ z m _ m � 1. HANDRAILS MAY PROTRUDE 41/2"MAX, SPOUT OUTLET w ¢ . w ¢ x o w 5 > o z z '4 g �_ I l '_'I 2. DOOR CLOSERS AND DOOR STOPS p J = o cc o m cwi o o w w o ce 4 Estico a S. \ °' I- z 8"MIN U � q '� o> � ¢ w mow - w � o coo 4 � w in 0_ _ q `° o U SHALL BE PERMITTED TO BE 78"MIN ¢ m -v : 1- � ii 0 v O '� 'v co "' a `�' Co S IA o o a ¢ z z wo o M DRAWN BY: KEB ABOVE FLOOR o, ¢ w z o a LL Fig.308.3.2 0 o ao p v - Ov 1 DATE ISSUED: 10.11.17 OBSTRUCTED HIGH SIDE REACH ICC/ANSI A117.1-2009 SECTION 308 REACH ' $ '� ♦ ♦ S. ♦ ♦ ♦ \ \ S. \ ♦ ♦ ♦ RANGES(ALL DIMENSIONS ARE NOT TO SCALE) 6" 11"MIN I7 M u. DRINKING FOUNTAIN(SECTION 602) TYPICAL AT ELEVATOR MISCELLANEOUS WALL MOUNTINGS 0 'J' CO t O 3 0 1. ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS (PER ICC/ANSI A117. 1-2009) A100E SCALE: NOT TO SCALESHEET: o LRS Architects,Inc.®2017 SUSPENDED CEILING PRESCRIPTIVE PROVISIONS FOR SEISMIC DESIGN CATEGORIES D, E & F Documentation is based on NWCB Technical Document 401. In all buildings, other than structures classified as Spreader Bars Mechanical Services essential facilities, suspended ceilings installed in accordance with the prescriptive provisions of the 401 document are See Detail 4/A101 deemed to comply with the current building code interpretation. • Terminals or services weighing less than 20 lbs shall be positively attached to the ceiling suspension main LES • Terminal ends of main runners and cross members shall be tied together or have some other approved means runners or to cross runners that have the same carrying capacity as the main runners. This document provides the IBC-2012 referenced standards for the installation of suspension systems for acoustical lay- to prevent their spreading. Stabilizer bars, cross tees or other means to prevent spreading shall occur within 8" 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 willprovide a more uniform standard for installation and inspection.This of each wall. ARCHITECTS 9 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 BuildingCode(IBC)with regard to the requirements • Spreader bars are not required at perimeters where runners are attached directly to closure angles. 9 P 9 q • Terminals or services weighing more than 56 lbs shall be supported directly from the structure above by for seismic design categories D, E&F for suspended ceilings and related items. Unless supported byengineering,the • Spreader bars are not required if a 90° intersecting cross or main is within 8"of the perimeter wall. 720 NW Davis 503.221.1121 9 9P 9 PP 9 9. approved hangers. suspension system shall be installed per these requirements and those of the referenced documents. Manufacturer's • Where substantiating documentation has been provided to the local jurisdiction, perimeter clips may be used recommendations should be followed where applicable. to satisfy the requirements for spreader bars. Suite 300 503 221.2077 0 Sprinklers General Recommendations Hanger(Suspension)Wires VERTICAL STRUT. SEE Portland OR 97209 www.Irsarchitects.com References sources per hierarchy: 2012 International Building Code(IBC),American Society of Civil Engineers See Detail 5/A101 For ceilings without rigid bracing, sprinkler head penetrations shall have a 2"oversized ring, sleeve or adapter TABLE 1. (ASCE 7-10),American Society of Testing Materials(ASTM C 635,ASTM C 636,ASTM E 580/E 580M), and • Hanger and perimeter wires must be plumb within 1 in 6 unless counter sloping wires are provided, through the accommodateo tile 1o freew movementfret movement shallaof at least a1in alls horizontal directions. Flexible head design Ceilings and Interior Systems Construction Association (CISCA). that can 1"free be permitted as an alternate. 9 Y ( ) (Detail5/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(PAF5)are an approved method of attachement for hanger wires. �i ,. 44 • 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 Z 3, 4 and 5/A 101). The cross member that interlock with the main beams, also known as cross runners or cross T-bars. A from the seismic design requirements. • Wires shall not attach to or bend around interfering material or equipment.A trapeze or equivalent device shall DIFFUSER 'taunts= t • These recommendations are intended for suspended ceilings and related components in areas that require 45°0"P 9 P q 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. LESS ° resistance to the effects of earthquake motions. load and lateral forces appropriate for the seismic category. ESSENTIAL SERVICE BUILDINGS 45° OR f M • 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 \ t LESS ��� �� • (See Detail 1/A101). Electrical Fixtures center, State Patrol office, sheriffs office, or emergency communication dispatch center. I\ / , %PORTIANDeciEs35;comF::-• • Changes in ceiling planes will require positive bracing. See Detail8/A101 GRID - �� (4) 12 GAGE SPLAYED Lateral Force Bracing • Light fixtures weighing less than 10 lbs shall have one 12-gage hanger wire connected from the fixture to the The main beams and cross tees of the suspension system. �� IA / �. BRACE WIRES See Detail 1/A101 structure above.This wire may be slack. HANGER WIRE �`�� / / • Ceilings constructed of screw-or-nail-attached 10 or 12-gage soft annealed wire used as primary support for the grid system. Also called suspension wires. \�,� � g 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 LATERAL FORCE BRACING a- + lIt I OR connected to walls or soffits that are laterally braced to the structure above are exempt from seismic opposing corners of the light fixture to the structure above.These wires may be slack. I`�� /LESS design requirements. • Light fixtures weighing more than 56 lbs shall be supported directlyfrom the structure above byapprovedThe bracing method used to prevent ceiling uplift or restrict lateral movement during a seismic event. Lateral 9 q 9 9 9 PP offorce vertical struts and la wires. • Ceiling areas of 1000 sq ft or less shall be exempt from lateral force bracing requirements. hangers. MAIN BEAM bracing consists rt splay ���,• /. • 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 fr (See Detail 1/A101). approved alternate support without usingthe ceilingsuspensions system for direct support. The primary suspension member supported by hanger wires, also known as the main runner,carrying tee, uPr P Y PP CONSULTANT: carrying runner or mains. • Lateral Force Bracing shall be 12 ft on center(maximum)and begin no farther than 6 ft from walls. • Tandem fixtures may utilize common wires. 3"MAX.TYP. • Seismic splay wires are to be(4) 12-gage wires attached to the main beam.Wires are arrayed 90°from MOLDING/CLOSURE ANGLE each other and at an angle not exceeding 45°from the plane of the ceiling. Seismic Separation Joints A light gauge metal angle or channel fastened to teh perimeter wall or partition to support the perimeter ends See Detail9/A101 of an acoustical ceiling grid. • Seismic splay wires shall be attached to the grid and to the structure in such a manner that they can .'_ PP designdesignsafety • For ceilingareas exceeding2,500 sqft,a seismic separation joint or full height wallpartition that breaks the PERIMETER CLIPS c,, support a load of not less than 200 lbs or the actual load,with a factor of 2, f whichever isgreater(Detail 7B/A101 . P I g Proprietary angle bracket attached directly to the wall molding/closure angle which allows 3/4"movement in _ (D ) ceiling shall be provided unless analyses are performed of the ceilings bracing system, closure angles and the event of seismic activity and interlocks properly with ends of grid system. ?' e� • Power Actuated Fasteners(PAF's),when used for seismic application as part of the prescriptive path in penetrations to provide sufficient clearance. PERIMETER WIRES `y 9`'� Mq/N 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. C,9O eFq 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 4f 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/A101). SPLAY WIRES I. LATERAL FORCE BRACING • The vertical strut may be EMT conduit, metal studs or a proprietary compression post, see Table 1 below: TABLE 1:Maximum Recommended Lengths for Vertical Struts Wall Moldings Wires installed at an angle rather than perpendicular to the grid. g See Details 4/A101 and 2/A101 (or alternate proprietary option-3/A101) VERTICAL STRUTS SCALE: NOT TO SCALE EMT Conduit Metal Studs The rigid vertical member used in lateral force bracing of the suspension system. Also known as compression 1/2" EMT conduit up to 5'-10" Single 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 131-6" 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 J1 12'-0"OC EA WAY MAX SEPARATE SUPPORT PIPES, toe satisfydthe requirements for the 2" wlosure angle. #12 WIRE @ 4'-0"OC #12 WIRE©4'-0"OC CONDUITS ETC, SECURE ALL • The grid shall be attached at two adjacent walls(pop rivets or approved method). Soffits extending to a point at 6'-0"MAXebb HANGERS TO BUILDING WALL MOLDING least level with the bottom plane of the grid and independently supported and laterally braced to the structure above are deemed to be equivalent to walls. OR#10 WIRE @ 5'-0"OC OR#10 WIRE @ 5'-0"OC STRUCTURE.TRAPEZE AROUND DUCTS AND OTHER VERT STRUT LARGE DESTRUCTIONS. 8"MAX SEICDURE ALL RECESSED 8"MAX BUILDING STRUCTURE SURFACE MOUNTED FIXTURES TO FIXTURE WIRES MAY BE SLACK. /1 WALL o� �; 8" MAX 1 '' ' r WALL / Cyd 90.00° ��A 00 v / 6 x �\I I 2"WALL MOLDING i`/ c<p ozy7r�� / \ 9 cS 114111 Q 3/4"MIN @ ` 8"MAX / o� r ® ^ UNATTACHED \I ° PROJECT NUMBER: 217337 a• r / ` � WALLS E� Q. �� r SECURE ALL HANGERS TO LATERAL BRACING© 17-0"OC EA BUILDING STRUCTURE. 2nd Floor Corridor c0 o y / WAY, MAIN RUNNER TO STRUCTURE. TRAPEZE AROUND DUCTS AND / SCREW BEGIN BRACING WITHIN 6'-0"OF OTHER LARGE OBSTRUCTIONS j o o ! PERIMETER AND 2" FROM CROSS Fanno Creek Place - ATTACH ONE SIDE OF GRID o / MEMBER WHERE READ COUNTERSLOPE HANGERS �a / �_, a (SEE UNATTACHED DETAIL) o. ADDITIONAL HANGERS AT ALL IF MORE THAN 1:6 OUT OF Building B ° , m S ` MEMBERS WITHIN 8"OF PERIMETER WITH PLUMB 16083 SW Upper Boones ° ° I O -0 '` SPREADER BAR SUPPORT WIRE© 1:6 SLOPE PROPRIETARY CLIP. o ��yritaf OR OTHER SUITABLE Fer Rd K' SYSTEM REQUIRED TO `'' ` ° Q IN APPROVED BY (MUST o c�,� KEEP PERIMETER SPREADER BAR READ AT UNATTACHED SIDEg rY`, \ Q m ° / I�I COMPONENTS FROM Tigard, OR 97224 2 2"CLOSURE ANGLE o 'G ° o SPREADING APART . ° o r NOTES: ` '' a ! O' \ -RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. tf \ ► -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 SEISMIC SEPARATION 5/8" MAX HANGER WIRES JOINT PER MFR I TYPICAL CONNECTION LAY IN FIXTURE WIRES DEVICE CAPABLE OF • MAY BE SLACK ...-----<- i c = ll MORE CARRYING 100 LBS OR o 00 0 v o 0 0 o o A101 1T - - - - - JE' - - - - - = � ro e LD BUILDING STRUCTURE FLAIVETNGE //Iy ATTACHEDI. �' POP R / 3/4"MIN CEILING CLIP SHEET TITLE: X41 SUSPENDED A. FOR CEILING AREAS EXCEEDING 2,500 SQ FT A101 CEILING GRID ' `�' 3 TURNfr S Suspended Ceiling ry � ® ® / /2 & Light Installation w I A. VERTICAL HANGER WIRE ATTACHMENT VERTICAL HANGER WIRE \\\ 4) 0I Q Guide & Details e ¢ \ / ¢ 5/8"MA \ n\ RE 2 ¢ > x \ D PROVIDE SUPPORT FROM \ \ i' SOFFIT LATERALLY BRACE STRUCi \ M �_ t TO STRUC ABOVE ® ®N oN Q� wi DRAWN BY: KEB o, $ BUILDING STRUCTURE EXTEND SOFFIT TO AT g A101 DATE ISSUED: 10.11.17 z LEAST BOTTOM PLANE OFCD / FIXTURE CEILING GRID 0 STEEL STRAP 1"WIDE x 2" REQUIRED SUPPORT: to 6" 1'-0" LONG x 12 GAGE MINIMUM <10 LBS, (1) 12GA WIRE LIE—0 0 0 A UNATTACHED 5 10-56 LBS, (2) 12GA WIRES • 0 0 _.. 4 A101 3 TURNS >56 LBS, SUPPORT DIRECTLY FROM STRUCTURE / e e e o D' e – e e ,jr-e o o e e -0 e e ig ` A101 SPLAYED SEISMIC WIRE PENDANT MOUNTED FIXTURES: B. SPLAYED SEISMIC BRACING WIRE ATTACHMENT =ACING SHALL BE DIRECTLY SUPPORTED BY STRUCTURE B. TO CREATE CEILING AREA OF LESS THAN 2,500 SQ FT W/9GA WIRE OR APPROVED ALTERNATE. a 0 6. LATERAL FORCE SUSPENDED TYP CEILING PLAN 7. WIRE ATTACHMENT DETAILS 8. FIXTURE SUPPORT 9. SEISMIC SEPARATION JOINT SECTION A 101 E SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE - SCALE: NOT TO SCALE SHEET: R LRS Architects,Inc.0 2017 no `m c n p— q Pn uy —` �, n n, LES a ■m m■ ARCHITECTS misilliliiiil 720 NW Davis 503.221.1121� i �— I " H ■ d Suite 300 503 221.2077 0 Portland OR 97209 www.lrsarchitects.com %' _ t fDA% l G SIAM II1 ,y/��� ISI /V-1... • • • •---Y "A):OP /' Eb1 CONSULTANT: ‘11-FEC [CA] `,�iP err, 111 -A I �� �Q\ I 0 1 11 f�' rr�--1r---- -r--- �jr----rr ---- �'I T1' "f ineR �1 L______L 0 F ---n _�-"-�� II / Th �4A \ II ?A�� \ E II / ?h1 II 1 i os 149 II i OS IL/ Ill/ os \\ II IL/ pg \\ 1 SII OS Ill/ \\ II L_____ / YY - �`yl • A III i -yl �� lug I LtL^ el /7A L Im 1n\ I I In)In\ \ n\ t) �J 1\ 7 I I 1V rh I y - . ____._ ..____J CI i[ \ E,l r r-r 1 .T v , L i 1 i ° i r r °ii J \%.\\ r\\ H tom] II \ �S In\c Liii \ ----t[ili (-- �- 1®i� L ___, • . 1 • • • pici, ii • • ,, ,1@ IIjI I r (-----: I' 11L .J \1 t_ J - _ 6 i \ , PROJECT NUMBER: 217337 \ - 2nd Floor Corridor • ,n11,,,,,tn, �, o Fanno Creek Place '—iiii– –iiii' Building B — — - — — a 16083 SW Upper Boones p.,,=,,=1 Ferry Rd '0® Tigard, OR 97224 1. DEMOLITION PLAN SCALE: 1/8"= 11--0" DEMO PLAN GENERAL NOTES DEMO PLAN KEYNOTES LEGEND A. REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES. 0 PROVIDE OPENING FOR NEW BUILDING STANDARD DOOR/RELITE COMBINATION. EXISTING PARTITION B. REMOVE EXISTING FLOORING&BASE IN AREA OF WORK UNLESS OTHERWISE NOTED. O REMOVE&SALVAGE EXISTING FIRE EXTINGUISHER CABINET FOR REUSE. C 3 EXISTING ELEMENT TO BE DEMOLISHED C. PROTECT ALL ADJACENT AREAS DURING DEMOLITION&FROM DUST AND TRASH INTRUSION. O3 REMOVE ALL SERVER EQUIPMENT,PLYWOOD, ETC. PATCH AND PAINT WALLS. ® EXISTING 1-HOUR RATED PARTITION D. REMOVE&SALVAGE DOORS,FRAMES,&RELITES FOR FUTURE REUSE. S EXISTING SWITCH-OCCUPANCY SENSOR E. REMOVE AND SALVAGE FIRE EXTINGUISHERS&CABINETS FOR REUSE. PROVIDE AS °S E REQUIRED BY CODE. G EXISTING TELE/DATA OUTLET 0 EXISTING DUPLEX OUTLET ® EXISTING THERMOSTAT 8 FEC EXISTING FIRE EXTINGUISHER CABINET SHEET TITLE: CA EXISTING SECURITY CARD READER Demolition Plan O a U 0 0 1 E g0 0 R 0 s a E 0 a DRAWN BY: KEB a LL DATE ISSUED: 10.11.17 0 LL r 17 ryO O 1 a 2 0 3 a n e SHEET: A201 a LRS Archlfeds,Inc.®2017 m m 0 Si 1' • e0 L1 OA ©0 4 0 0 0 0 LES O O 1 6 310 eQ eQ eQ eQ eQ Q • ■m m■ I ARCHITECTS C ufs 1611.111111111i1611.111111111611.1111111611.111111111i1111i, , , �H�, 720 NW Davis 503.221.1121 fi O I 1::■■ h---,h---, I ■A A Suite 300 503 221.2077 V C Portland OR 97209 www.lrsarchitects.com 0 // IU�e G // Q O e kkis. O vQ vQ v° v° ®S\ _ 0 FEC 0 v w®-47 W kllF C.STNI1T % Ie Jos OPq • i , I ifr –d Olt ■ g v • iiiQ • (1)os(1)os OF 4 v v4 t . 0 0 QoSN` y �L O i' MEN 0 0 WOMEN — mos os� CONSULTANT: 12$ I -v r i it OO I I ( B) ( B) rl,LVo ��� FECN 2m 2FEC FE�O O O N 1'-6"MIN. N I- ALIGN CP -1 ALIGN O I n �� (N)CORRIDOR TYP. ■\ t--' ,... " I ___ •—• —__ - J • ca c I ELECTRICAL r I o f O I I I o BUILDING , O O O O O O I I 1 JS L - - - - i-1 � i IQ DQ DQ D 1_ I I �/ os L _ • 1D os ELEVATOR "` tel.' I '� S �� S O LOBBY I --J `_13 ■ ■ - d°� ■ FEC °� 11 fir I■ osm� oss� �S NI ------0�.—.—. \� OD ( B) I D 0 QD. \\ ° Q I I f NE I L .J OD J O psi. r 1 ecoos vQ L.LL ° PROJECT NUMBER: 217337 c�Ilk , o o, ov�p • 2nd Floor Corridor I' I•••uI u r u , Fanno Creek Place ■m m■ 4 Building B 16083 SW Upper Boones 18 / 18 4 19 1 to 4 e 1 16 4 1e 1 1e 4 ►o ;IX v© v0 vu v® v0 vo a Ferry Rd __ ,.., I_, ,, i—. I _. �—� �_� ,_. +s) Tigard, OR 97224 1. FLOOR PLAN SCALE: 1/8"= 1'-0" FLOOR PLAN GENERAL NOTES LEGEND DOOR TYPES FRAME TYPES A. REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES. 3'-0" 3'-0" 6'-0" 3'-0" 1,11-6"y EXISTING PARTITION if t 18 GA.DEFLECTION CHANNEL B. DIMENSIONS ARE TO FACE OF WALL UNLESS OTHERWISE NOTED. ADVISE ARCHITECT OF ANY SECURE TO METAL DECK WI DISCREPANCIES PRIOR TO CONSTRUCTION. isr A.-- -.,— 1/4"DIA X 1-1/2"POWER EXTEND EXISTING PARTITION TO STRUCTURE ACTUATED DRNEPINS INTO • ETE C. ALL ELECTRICAL WORK IS DESIGN BUILD-ALL ELECTRICAL OUTLETS, DATA&SWITCHES SHOWN O.C. OR#FILLED INTO METAL FLUTES(2A 18"8 S.M. FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS. SUBMIT ELECTRICAL PLANS TO v -• - • • • - NEW DEMISING WALL(SEE DETAIL 3/A202) \ DECK©18"0 CS PROVIDE FOR ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. \ 3/4"DEFLECTION. D. PATCH AREAS ADJOINING AND/OR ADJACENT TO DEMOLITION WORK TO MATCH EXISTING ® EXISTING 1-HOUR RATED PARTITION \ 43 41 AND/OR NEW CONSTRUCTION. / __ CONTINUE 1111:�� ci 8-0 RELITE PARTITION `T 1 / GYP.BD.TO i E. PROVIDE NEW FLOORING&BASE IN AREA OF WORK UNLESS OTHERWISE NOTED. - / CEILING � F. REPAINT AREA OF WORK UNLESS OTHERWISE NOTED. FEC SEMI-RECESSED FIRE EXTINGUISHER CABINET ' TEMP y: a � CEILING SYSTEM AS SPECIFIED SHEET TITLE: G. WHERE NEW DOORS, FRAMES&HARDWARE ARE PROVIDED, MATCH EXISTING BUILDING DOOR FRAME&RELITE TYPES �- WHERE OCCURS(REFER TO Floor Plan F • STANDARD TYPE,SIZE, FINISH&COLOR. TOUCH UP EXISTING FRAMES&DOORS WHERE NEEDED © FL 0 SINGLE OPENING e SINGLE OPENING w/(SEE DETAIL 2 1A202) �. RCP) FLUSH PANEL FULL LITE 8'-0"x 1'-0"RELITE ' TO APPEAR AS NEW. 3-5/8"25 GA(3625125-18)Mit Q DUPLEX OUTLET 3'-0" -0' ,i � : WITH 5/8" NOTES: � stir _ . NEW OR RELOCATED BUILDING STANDARD DOOR, �� STUDS 24"O.C.GYP.BD.EACH SIDE. EXTEND NEW FRAME, HARDWARE AND RELITE WHERE SHOWN 1. ALL NEW DOORS TO BE SOLID CORE WOOD(TYPE"'F")TO MIL STUDS AND GYP.BD. FULL g MATCH EXISTING BUILDING STANDARD DOOR TYPE ANDS HEIGHT TO UNDERSIDE OF o FINISH(PREMIUM FACE,A-GRADE, MAPLE, PLAIN SLICED STRUCTURE ABOVE. PROVIDE 0. WI3"SOUND ATTENUATION BATT INSULATION FRICTION FIT IN FLOOR PLAN KEYNOTES FINISH LEGEND CH MATCHING END GRAIN AND CLEAR CATALYZED . \ ri STUD. LACQUER FINISH), UNLESS OTHERWISE NOTED.o -' POWDER DRIVEN DRAWN BY: KEB LL ' VERIFY WITH OWNER PRIOR TO CONSTRUCTION 2. PROVIDE NEW ADA LEVER STYLE DOOR HARDWARE TO ANCHOR AT 2'-0"O.C.1OINFILL OPENING TO MATCH ADJACENT SURFACES. MATCH EXISTING(SCHLAGE'ND'SERIES,OMEGA. PASSAGE THRU MTC.STUD BASE ON BOTH SIDES AS DATE ISSUED: 10.11.17 o CARPET LEVER LATCH,3 BB HINGES,STOP AND SILENCERS. ALL TRACK,UON SPECIFIED PROVIDE NEW OR RELOCATED BUILDING STANDARD SEMI-RECESSED FIRE EXTINGUISHER FINISHES#626 SATIN CHROME). , LL 2O CPT-1 PATCRAFT, INTRINSIC, BEACH HAUS 00173 i M CABINET. TEMP hi.:I ryRUBBER BASE 3. ALL NEW FRAMES TO BE'TIMELY'(ALUMATONE)UNLESS NOTE: FOR WALLS 13'-6"ABOVE FINISHED FLOOR(AFF)BUT LESS THAN 161-1"AFF, O3 PROVIDE PAIR OF BUILDING STANDARD SOLID CORE WOOD DOORS WITH FULL LITE(TYPE"FL"). RB-1 ROPPE,4"TOE, COLOR: P193 BLACK BROWN OTHERWISE NOTED. © SINGLE OPENING w/ PROVIDE 3-5/8"20 GA(362S200-33)STRUCTURAL MIL STUDS WITH 2"FLANGE AT 24.O.C. 8'-0"x V-0"RELITE FOR WALLS OVER 25'-0"AFF,PROVIDE 6"18 GA(600S162-43)mu STUDS AT 16"O.C. a 4O EXTEND EXISTING WALL TO STRUCTURE IF NOT ALREADY. PAINT a O5 PROVIDE NEW DEMISING WALL. P-1 MATCH EXISTING BUILDING STANDARD 2. DOOR, DOOR FRAME & RELITE TYPES 3. DEMISING WALL E SHEET:SCALE: 1/4"= 1'0" SCALE: 1/2"= 1' /0" 202 S LRS Alchifeds,Inc.0 2017 coN C 0 12 . . . , . . li + S 7 / r ii / Lrs ao0 � i 1 �' �� \ / ARCHITECTS r - J4-M -4- —i---1---t- 1 1 1 1r nr 7r nr 1r 11 r t—�— i� �_ r -� j 1 U 11 7 11 c 7 11 11 11 7 I o -- O 1 I I T-n R- 7'' v '1 1 v 1- " 'I w I' 1 1 ' ' w L 1\v I — 720 NW Davis 503.221.1121 1� f 1� - - �1' - - - - 11 11 �1 � - - - - 11 11 J1 - - - J' 1 1 - 9'-0" 1 1 1 ^ 1 1 -11- - - - , , T — , , —Ir - - - - '1 T1— , 1 - � 11 1 1I ' I ISI 1 _i_' -I _ 1 In - -- 1--1 1 1n 1 -y--1 _ 1 1 1n 1 _ 111 1 1 1L1 -I 1 _ Jl L -- ' ' --1--' 1- j_,_J 1__ 1 1 \,y.__I11 11__1 1 1 1 1u_ ' ' Suite 300 503221.2077 B +'--x^'-,f1117 '1-lff-- 7 T.-T--7R-r-1 r l-nr--1-- 1fT-7--1�-7-- r-1 ___i_ r- 7- r--, --r- --1 - __I 1 r-7-- 1 1 r- ©1 -7 - r--1r-7--r-7 r- x--r-,1 T,- I-- I / I I I\ it 1 I I I !FF!!� �I n1 1 1 1 II� �I n1 1 1 I 1 \ it 1 In 1 I\ / Ti:1 111 1 I 1 -s \ 11 1 I ! i 1 1 I it I V I 111 I I ! v 111 I I I V I 111 I V 111 I �� 111 I I V 1 1i 1 1 v ( 1 d , {,� v v v ��p, 1 1 1 ! v 1 1 1 1 v 1 1� I u ( I Portland OR 97209 www.Irsarchitects.com I I ^�1 I I I! �� 1 11 1 1 1 I ��I 11 1 1 1 1 1 /!�^) 1 11 1 / �\ 11 1 1 I,^, 1 1 1 1 3 1 s �\1 1 V.10-y" i\� ^� `i\� i " 1 1 1 / ^� 1 1 1 1 ^� 1 y I ��© I -L- I lou-+ -+---i__ __4_-_\__F4_ r-1--t -V-i--Z-i--1--t- r--4-�4-+ir-1---II--- 41--+--k-y- 41-1-4- i- i--r--1--+--t- +-x--1 --,---4--L- --4-4--, '1--r- 4 i- 1--+ -r--4-4--r-1--+- r-�--+I -t---r' 1 1 ' m r 1�—J1 -I r-1-- n- n- r Ir--- y 0 f• I T 0 IYIIBaE C.SWOT 1 1 ■ 1 H i I it • 11 �( . ateTYP In ~ 11 1 II T II ,L— I I -I I `' CONSULTANT: 1. PARTIAL REFLECTED CEILING DEMOLITION PLAN SCALE: 1/8"= 1'--0" Ii__, # i / i T I I I 1// / i ,_. 5 o ® O C9'-01 p ®0 o . ... ....� 6 N N N N N 0 2 XA 0 _ _ A � D -0„ A D +® . _ —;� '11 I @ 1 0 T 1 0 0 T 11- I I 1 I I_ PROJECT NUMBER: 217337 2. PARTIAL REFLECTED CEILING PLAN 2nd Floor Corridor SCALE: 1/8 11-0" Fanno Creek Place Building B 16083 SW Upper Boones GENERAL NOTES RCP KEYNOTES LEGEND Ferry Rd A. REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES. O REMOVE EXISTING SUSPENDED CEILING GRID SYSTEM. REMOVE AND SALVAGE 2x4 LIGHTS Tigard, OR 97224 AND ACOUSTICAL CEILING PANELS FOR REUSE. EXISTING GYPSUM BOARD FRAMED CEILING B. ALL ELECTRICAL WORK IS DESIGN BUILD-EXISTING&NEW LIGHT FIXTURES SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO 2O EXISTING LIGHT FIXTURE(S)TO REMAIN. ARCHITECT. SUBMIT ELECTRICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO BUILDING STANDARD 2x4 SUSPENDED CONSTRUCTION. CLEAN&RESTORE ALL LIGHTS TO WORKING ORDER PRIOR TO JOB 3O REMOVE OR RELOCATE EXIT SIGN. ACOUSTICAL SUSPENDED CEILING COMPLETION. 4O PROVIDE NEW OR RELOCATED BUILDING STANDARD EXIT SIGN. EXISTING BUILDING STANDARD LIGHT FIXTURE C. ALL MECHANICAL WORK IS DESIGN BUILD. VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO ARCHITECT. SUBMIT MECHANICAL PLANS TO ARCHITECT FOR REVIEW PROVIDE NEW BUILDING STANDARD SUSPENDED ACOUSTICAL CEILING GRID SYSTEM PRIOR TO CONSTRUCTION. CLEAN ALL DIFFUSERS PRIOR TO JOB COMPLETION. O CENTERED DOWN CORRIDOR AT 10'-0"AFF. SEE SHEET A101 FOR MORE INFORMATION. PROVIDE NEW L HTREFIXTURED BUILDING PROVIDE NEW OR RELOCATED BUILDING STANDARD 2x4 LIGHT FIXTURES. STANDARD 2x4 LIGHT FIXTURE D. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING,STROBES&SPRINKLERS TO BUILDING STANDARD EGRESS LIGHT FIXTURE ARCHITECT FOR REVIEW AND COORDINATION PRIOR TO CONSTRUCTION. O6 PROVIDE NEW BUILDING STANDARD RECESSED CAN LIGHT(S). ' SHOWN FOR REFERENCE ONLY(DESIGN-BUILD) E. REPLACE ALL DAMAGED CEILING TILES&GRID TO MATCH EXISTING BUILDING STANDARD. O REPAIR GYPSUM BOARD SOFFIT TO MATCH EXISTING WHERE WALL WAS REMOVED. F_--7 EXISTING LIGHT FIXTURE TO BE REMOVED OR F. WHERE NEW LIGHTS ARE ADDED-MATCH EXISTING BUILDING STANDARD TYPE AND FINISH. �<= I RELOCATED G. AT NEW DEMISING WALLS, FINISH BOTH SIDES OF NEW WALL TO MATCH EXISTING AND 0 BUILDING STANDARD RECESSED LIGHT FIXTURE PROVIDE PAINT. REPAIR EXISTING CEILING ON SUITE SIDES TO APPEAR AS NEW. H. SPLIT MECHANICAL AND ELECTRICAL SYSTEMS FOR CORRIDOR SO THEY ARE ON THEIR 0 PENDANT LIGHT FIXTURE OWN SEPARATE ZONES TO BE CONTROLLED BY BUILDING MANAGEMENT. VERIFY CONTROL LOCATIONS WITH OWNER PRIOR TO CONSTRUCTION. 1 T 1 WALL-MOUNTED FIXTURE SHEET TITLE: - 0 itc 0 St EXIT SIGNS(W/INTEGRAL ARROW WHERE OCCURS) Reflected Ceiling ry C+8'-10) CEILING HEIGHT AFF Plan a 0 9 u E g0 oR 0 t E 0 s DRAWN BY: KEB E' DATE ISSUED: 10.11.17 N 0 N LL I- M 0 7 _m c S a e .,,) E SHEET: 0 A203 IRS Architects,Inc.®son co sR