Loading...
Plans (24) BUP2020 -00216 OFFICE COPY Lf CITY OF TIGARD.. A R C H I T E C T S REVIEIWrED FOR CODE CONIPLIANCE SFA DESIGN GROUP T1 Approved: 720 NW Davis 503.221.1121 OTC: ( Suite 300 503 221.2077 PermitAddress: #: ( Ila _ �� f ` PARK 217 - BUILDING 4 Portland OR 97209 www.lrsarchitects.com Address: )�))a CTGVd h -PL ��- 12 I I 2, RECEIVE® Suite #: BY: Dd1C � n4WSW GARDEN PLACE TIGARD , OR 97223 SEP2TIGAR CITY OF TIGARD `�" ��.VALIDITY Of PEPN11T BUILDING DIVISION THE ISSUANCE OF AUCTION � MOTT� BASED ON CONSTRUCTION - DOCUMENTS AND OTHER DATA SHALL NO • T PREVET PERMIT SET 09ml4n ,20 MGM ) THE CODE OFFICIAL FROM REQUIRING THE CORRECTION _ PROJECT DIRECTORY OF ERRORS. OSSC 105.4 OF `11 ..-® Enterprise Rent-A�Car CODE SUMMARY BIDDER DESIGN NOTES j' esr Diva Den Studio \ f OWNER REPRESENTATIVE: 1. PROJECT INFORMATION: GENERAL ` t% RetatVe4ceJul. rSa�ae�q PROJECT NAME: SFA DESIGN GROUP TI caleho n° BKM PARK BC 252, LLC CONTACT PERSON skynook Mnia Prcness j PROJECT ADDRESS: PARK 217- BUILDING 4 V �Faosa,a8 � CONSULTANT: 1701 QUAIL STREET, SUITE 100 CE KAISER 12100 SW GARDEN PLACE 1. WARRANTY ALL PARTS, LABOR, EQUIPMENT, AND MATERIAL PROVIDED UNDER THIS Nonn ar. la© NEWPORT BEACH, CA 92660 cekaiser@bkmmgmt.com TIGARD, OR 97223 CONTRACT OF A PERIOD OF ONE YEAR, UPON FINAL COMPLETION OF CONTRACT. Expressions Printing + a� SITE LOCATION REAL PROPERTY ACCT#: R1276345/R1276336 2. OBTAIN AND PAY FOR ALL PERMITS AND FEES TO COMPLETE THE WORK. OBTAIN Park 217 Q �� - www.bkmmanagementco.com MAP &TAXLOT ID#: 2S101BB01400 AND PAY FOR ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR Q T949.301.9241 BUILDING TYPE. TYPE V B PERMITS. �y BUILDING OCCUPANCY: B ©Colossae Church-Tigard AREA OF WORK: +/-4,562 R S F 3. GC TO COORDINATE WITH ALL SUBS ON CODE REQUIRED ACCESS PANELS IN ARCHITECT: CEILINGS AND WALLS. ALL NEW ACCESS PANELS TO HAVE DOOR FACED RECESSED ® 12100So wast Waimansuperceme PROJECT DESCRIPTION: MINOR DEMOLITION - EXISTING RESTROOMS AND BREAK ROOM TO •Garde 1 0 .eryQ LRS ARCHITECTS CONTACT PERSON FOR GYPSUM BOARD INFILL WITH CONCEALED FLANGE FOR GYPSUM BOARD Office Furniture Reborn REMAIN. NEW OFFICES, BREAK ROOM, STORAGE AND CONFERENCE INSTALLATION, CONCEALED HINGES AND PUSH TO RELEASE LATCH. ante r�,tlw,e seas 720 NW DAVIS, STE 300 DARCIE MCCONNAHA ROOM. NO EXTERIOR WORK. 0 j 4. GC TO VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO ARCHITECT. PORTLAND, OR 97209 dmcconnaha@lrsarchitects.com IL JURISDICTIONAL CODES: www.lrsarchiteds.com MECHANICAL- BIDDER DESIGN 2018 INTERNATIONAL BUILDING CODE (IBC) A/fnmer 2019 OREGON STRUCTURAL SPECIALTY CODE (GSSG) / t" T:503.221.1121 2018 INTERNATIONAL EXISTING BUILDING CODE(IEBC) Voll At Tigard / 2019 OREGON MECHANICAL SPECIALTY CODE (GMSC) 5. MECHANICAL SYSTEM AND REQUIREMENTS ARE BIDDER DESIGN. SUBMIT PLANS GENERAL CONTRACTOR: 2018 INTERNATIONAL FIRE CODE AND SPECIFICATIONS TO ARCHITECT FOR COORDINATION WITH ARCHITECTS a SykanIndoor Pacing Q 9JunkNingPo end ``HRanswers9 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE (OZERCC) DRAWINGS. PLANS TO INCLUDE THERMOSTAT ZONING APPROVED BY OWNER AND ; ` ROBERT TODD CONSTRUCTION, INC. CONTACT PERSON 2017 OREGON PLUMBING SPECIALTY CODE (OPSC) ARCHITECT PRIOR TO CONSTRUCTION. 4080 SE INTERNATIONAL WAY BOB SWAIN 2017 OREGON ELECTRICAL SPECIALTY CODE (OESC) B Double KVentums 6. PREPARE A WRITTEN SCOPE OF HVAC WORK WITH BID. THIS IS TO INCLUDE NEW �! MILWAUKIE, OR 97222 bobs@roberttoddconstruction.com 2009 ICC-ANSI A117.1 EQUIPMENT, NUMBER OF ZONES, astFootl a DESCRIPTION AND QUANTITY OF CONTROLS AND Knee materials ng � Commercial THERMOSTATS, ETC. OWNER WILL REVIEW SCOPE OF WORK PROPOSED PRIOR TO sww aariais coGocgk > Vehicle Group QKEY lio17„ 7:503.653.5704 III.ADA ACCESSIBILITY UPGRADES ACCEPTANCE OF BID. 1. BUILDING HAS BEEN UPGRADED ACCORDING TO IEBC 301.5, OSSC CHAPTER 11 AND ICC 7. PROVIDE CERTIFICATION THAT AIR QUALITY REQUIREMENTS OF CURRENT CODES ANSI A117.1-2009. WILL BE MET FOR EACH OCCUPANCY USE WITHIN THE TENANT IMPROVEMENT N VI. EMERGENCY SYSTEM STANDARDS: AREA. 8. VERIFY THE SUITABILITY AND CONDITION OF SCHEDULED EQUIPMENT TO BE VICINITY MAP RE-USED OR RELOCATED. DETERMINE ITEMS THAT NEED TO BE REPAIRED OR DRAWING INDEX 1. PROVIDE EMERGENCY SYSTEM LIGHTING WITH NO LESS THAN 1 FOOT-CANDLE AT THE REPLACED. PRICE THESE ITEMS SEPARATELY AND AS EXCEPTIONS/ FLOOR LEVEL ALONG ENTIRE EGRESS PATH PER CURRENT NATIONAL ELECTRICAL CODE CLARIFICATIONS IN BID SCALE: NOT TO SCALE SHEET NUMBER SHEET NAME REQUIREMENT. 9. BALANCE HVAC SYSTEM TO TENANT AND BUILDING OWNERS SATISFACTION. TOUR 2. PROVIDE EXIT SIGNAGE. EXIT SIGNAGE SHALL BE CONNECTED TO BUILDING POWER EXISTING CONDITIONS AND CONTACT OWNER FOR QUESTIONS PRIOR TO BID. wx�zuu 48111 SUPPLY WITH BATTERY BACK-UP FOR MIN 1-1/2 HOUR DURATION. EVERY 100' IN TRUE NORTH CS COVER SHEET ` 10.CLEAN ALL NEW AND EXISTING HVAC GRILLS AND DIFFUSERS SCHEDULED ! { CORRIDORS, AND IN SPACES WHERE 2 MEAN OF EGRESS ARE REQUIRED PER SECTION REMAIN.ALL DUCTWORK BEHIND THE GRILLS SHALL BE A UNIFORM DARK COO LOR. A110 CODE ANALYSIS PLAN 1013. SEE ELECTRICAL DRAWINGS. (W/POCHE INDICATING 'EXIT"TEXT SIDE OF SIGN) 11.AT COMPLETION, PREPARE AND SUBMIT AN AIR BALANCING REPORT TO THE A111 ACCESSIBILITY COMPLIANCE SIGNS SHOWN IN CORRIDORS ARE CEILING HUNG. SIGNS SHOWN ON WALL ARE WALL [ A180 SUSPENDED CEILING REQUIREMENTS SEISMIC HUNG. OWNER. DESIGN CATEGORIES D, E & F12.PROVIDE 100% FRESH AIR SUPPLIED TO THE ENTIRE TENANT SPACE THREE CALENDAR `n ! 3. SURVEY EXISTING CONDITIONS OF ENTIRE FLOOR THAT PROJECT OCCURS,AND PROVIDE DAYS PRIOR TO THE FIRST DAY AFTER SUBSTANTIAL COMPLETION. PROVIDE 100% FRESH AD201 DEMOLITION PLAN NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER WITH RATING OF NOT LESS THAN 2A AIR WITHOUT MAKING OTHER TENANTS UNCOMFORTABLE. PARK 217 A201 FLOOR PLAN 10B/C FOR EACH 1,500 S.F. OF FLOOR AREA OR FRACTION THEREOF. TRAVEL DISTANCEPROJECT NUMBER: 220241 AD401 DEMO REFLECTED CEILING PLAN TO AN EXTINGUISHER FROM ANY PORTION OF THE BUILDING SHALL NOT EXCEED 75 FEET. { \\\ A401 REFLECTED CEILING PLAN PROVIDE FIRE EXTINGUISHER IN ACCORDANCE WITH CURRENT CODES. PROVIDE NEW ELECTRICAL- BIDDER DESIGN ir C A700 DOOR AND RELITE SCHEDULES AND TYPES FIRE EXTINGUISHER AT ALL EXISTING CABINETS WHERE MISSING. ALL REUSED EXISTING ! ��� A801 INTERIOR FINISH PLAN FIRE EXTINGUISHERS ARE TO BE INSPECTED AND/OR RECHARGED,AS NECESSARY, JUST 13.ELECTRICAL SYSTEM AND REQUIREMENTS ARE BIDDER DESIGN. LIGHTS AND PRIOR TO SUBSTANTIAL COMPLETION. • a a " A821 FIFE & POWER PLAN ELECTRICAL INFORMATION ON DRAWINGS IS PROVIDED FOR REFERENCE ONLY ! SFA Design Group A841 ENLARGED PLANS AND ELEVATIONS AND IS INTENDED TO SHOW FIXTURE TYPES AND DESIGN INTENT. ! TI A941 DETAILS 14.SUBMIT ELECTRICAL DESIGN TO ARCHITECT FOR COORDINATION. ELECTRICAL •' C QC /SUBMITTAL REQUIREMENTS PLANS TO INCLUDE LOCATIONS FOR ALL LIGHTING, EMERGENCY LIGHTING, AND e FIRE-LIFE SAFETY FIXTURES. SUBMITTAL TO INCLUDE PROJECTS CUTSHEETS AND ° `u t PARK 217 - BUILDING 4 1. SUBMIT SUBSTITUTION REQUESTS ON CSI FORM TO ARCHITECT FOR APPROVAL. PHOTOMETRIC CALCULATIONS. ELECTRICAL DESIGN MUST BE APPROVED BY OWNER AND ���333" ARCHITECTS DECISION IS FINAL WHETHER OR NOT A PROPOSED PRODUCT IS ARCHITECT PRIOR TO CONSTRUCTION. +Yt. 12100 SW GARDEN PLACE ACCEPTABLE FOR SUBSTITUTION. ` TIGARD, OREGON 27223 15.COMPLY WITH ALL JURISDICTIONAL ENERGY CODES AND PROVIDE ENERGY 2. APPLICATION OF MATERIALS TO SURFACES EXISTING OR PROVIDED UNDER THIS CALCULATIONS IF REQUIRED. CONTRACT IMPLIES ACCEPTANCE AND SUITABILITY OF EXISTING CONDITIONS. 16.COORDINATE ELECTRICAL REQUIREMENT FOR MECHANICAL SYSTEMS AND PROVIDE AS a 3. ALL MATERIALS AND PRODUCTS USED ON THE JOB SITE SHALL BE "ENVIRONMENTALLY NECESSARY. ' SAFE", LOW ODOR, AND NON FLAMMABLE. USE OF ANY PRODUCT NOT COMPLYING WITH 17.1E AN OVERRIDE SYSTEM EXISTS, PROVIDE EACH TENANT SPACE WITH AN THIS CRITERIA MUST BE APPROVED BY THE BUILDING OWNER AND/OR ARCHITECT. OVERRIDE SWITCH FOR FULL- SERVICE BUILDINGS. a _' a a 4. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE OR CLEANING 18.SWITCHING FOR LIGHTING IS INDICATED IN THE DRAWING FOR REFERENCE ONLY THROUGHOUT STRUCTURE DEEMED TO BE A RESULT OF HIS/HER WORK. THOROUGHLY AND IS INTENDED TO ONLY SHOW SWITCH LOCATIONS, REQUIREMENTS FOR DUAL UNDER SEPARATE PERMIT CLEAN PREMISES UPON COMPLETION OF WORK, INCLUDING WASHING OF WINDOWS, SO SWITCHING,AUTOMATIC AREA SHUT OFF CONTROLS AND ALL OTHER CODE THAT BUILDING IS READY FOR OCCUPANCY BY TENANT. INCLUDE CLEANING OF ADJACENT REQUIREMENTS SHALL BE THE RESPONSIBILITY OF THE BIDDER DESIGN MECHANICAL SYSTEMS AREAS WITHIN AND AROUND THE BUILDING THAT ARE NOT PART OF TENANT CONTRACTOR. PROVIDE A MINIMUM OF ONE SWITCH PER ROOM, UNLESS ELECTRICAL SYSTEMS, INCLUDING EGRESS LIGHTING IMPROVEMENTS, BUT WERE AFFECTED BY TENANT IMPROVEMENT CONSTRUCTION OTHERWISE INDICATED. PLUMBING SYSTEMS OPERATIONS. REPAIR/REFINISH ANY DAMAGE TO EXISTING FINISH SURFACES. 5. PROVIDE THE FOLLOWING SUBMITTALS FOR THE ARCHITECT TO REVIEW PRIOR TO 19.WHEN NEW LIGHT SWITCHES ARE ADDED ANY PORTION OF THE SUITE, A/ CONSTRUCTION:MECHANICAL PLANS (INCLUDING ZONE MAP), ELECTRICAL PLANS REPLACE ALL EXISTING LIGHT SWITCHES WITH NEW OCCUPANCY SENSOR X11 (INCLUDING LIGHTING, CONTROLS AND PHOTOMETRICS), PLUMBING PLANS& FIXTURE SWITCHES. PLANS,DRAWDOWNS, LEQUIPMENT SAMPLES, DRAWINGS, FIRE 20 DILLUMINATED SIGNS DOORWAYS AND WHERE LIFE SAFETY A ANCES & AND DOORS, FRAMES, GRAZING & NECESSARY TOINDICATE THE DIRECTION OF WHEN EXIT SERVES AN SITE PLAN HARDWARE. OCCUPANCY LOAD OF FIFTY OR MORE, SCALE.NOT TO SCALE 6. CASEWORK SHOULD ADHERE TO NORTH AMERICAN ARCHITECTURAL WOODWORK 21.VERIFY SERVICEABILITY AND REUSABILITY OF EXISTING ELECTRICAL EQUIPMENT, STANDARDS 3.1 2017"CUSTOM"GRADE UNO. AND REPAIR OR REPLACE AS NECESSARY. CITY OF TIGARD 7, INTERIOR WALLS TO BE LEVEL 4 SMOOTH FINISH IN ALL AREAS, UNO. 22.VERIFY THE CAPACITY AND REUSABILITY OF EXISTING ELECTRICAL PANELS TO TRUE NORTH pprCVAd by PI8nAing w 8. FLOORING DIRECTION AND SEAMING LOCATIONS ARE TO BE APPROVED BY THE MEET PROJECT REQUIREMENTS. date: Z 2,o = ARCHITECT. 23.KNOWN EXISTING ELECTRICAL AND PHONE/DATA OUTLETS HAVE BEEN INDICATED ON GENERAL NOTES 9. PROVIDE FINISH MATERIALS MATCHING ESTABLISHED BUILDING STANDARD QUALITY, THE DRAWING. ADDITIONAL EXISTING OUTLETS MAY EXIST AND SHOULD BE p q $ UNLESS OTHERWISE INDICATED. PROVIDE COLORS APPROVED BY OWNER AND VERIFIED BY CONTRACTOR. 1. THE GENERAL NOTES ARE INTENDED TO CONVEY DESIGN INTENT ARCHITECT. 24.CLEAN NEW, EXISTING, AND RELOCATED LIGHT FIXTURES IN PROJECT AREA, OR IN NOT OTHERWISE STATED IN THE DRAWINGS. 10.CONTRACTOR TO FILL AND PATCH EXISTING CONCRETE SLABS AND SHALL PROVIDE AREAS AFFECTED BY WORK OF THIS PROJECT, AT COMPLETION OF JOB. RELAMP 2. ALL WORK SHALL CONFORM TO THE CODES REFERENCED IN THE SMOOTH UNIFORM SURFACE PRIOR TO NEW FLOOR COVERINGS TO BE INSTALLED. IN AND REPLACE BALLAST IN LIGHT FIXTURES AS REQUIRED TO RESTORE TO SHEET TITLE: PROJECT SUMMARY AND TO CONDITIONS AND SPECIFICATIONS OF AREA WHERE FLOOR IS TO BE LEFT EXPOSED, FLOOR TO BE MADE SUITABLE FOR WORKING ORDER. ALL GOVERNING AUTHORITIES. SPECIFIED FINISH LEVEL 25.CLEAN AND REPAIR EXISTING EXIT SIGNS TO BE REUSED. REPLACE BATTERY AND/ COVER SHEET 3. THE SITE PLAN AND SUITE LOCATION PLAN ARE FOR REFERENCE OR BALLAST IF NOT IN GOOD WORKING CONDITION. ONLY. SEE ALL OTHER SHEET PLANS FOR CONTRACT DOCUMENT 26.000RDINATE TELECOMMUNICATIONS AND MODIFICATION TO BUILDING ALARM INFORMATION. THE CODE SUMMARY IDENTIFIES SOME SYSTEM PROVIDED BY TENANT. VERIFY WITH TENANT LOCATION OF NEW OUTLETS E JURISDICTIONAL REQUIREMENTS BUT IS NOT INTENDED TO LIST PRIOR TO INSTALLATION. 8 27.REMOVE ALL UNUSED OR ABANDONED ELECTRICAL WIRING, EQUIPMENT, AND o ALL REQUIREMENTS. 4, ALL WORK INDICATED ON DRAWINGS SHOULD BE CONSIDERED PHONE AND DATA CABLING. CONFIRM WITH OWNER PRIOR TO REMOVAL. ALL F NEW AND IN CONTRACT UNLESS NOTED OTHERWISE. WIRING AND CABLING TO REMAIN SHALL BE SUSPENDED FROM STRUCTURE AS AREA OF WORK 0 REQUIRED BY CURRENT CODE. 0 DRAWN BY: CAH a LL h DATE ISSUED: LL REVIEW SET 09.10.20 g PERMIT SET 09.14.20 ti N CONSTRUCTION SET XXX XX.X a AREA OF WORK E -i SCALE.' NOT TO SCALE TRUE NORTH PLAN NORTH SHEET: CS LRS Architects,Inc. 2020 EE PLUMBING FIXTURE COUNT REQUIREMENTS CODE SUMMARY (PER TABLE 2902.1) (SEE EGRESS PLAN BELOW) LEVEL OCCUPANCY FIXTURES WATER CLOSETS LAVATORIES DRINKING REQUIRED EXITS PER SECTION 1006(OCCUPANT LOAD PER SECTION 1004) A R C H I T E C T S MALE FEMALE MALE FEMALE FOUNTAINS OCCUPANCY SPRINKLERED OCCUPANTLOAD REQUIRED I PROPOSED 720 NW Davis 503.221.1121 i3 REQ 2 2 1 1 LEVEL 1 4 B PROP 2 2 2 2 - B N 73 2 1 2 Suite 300 503 221.2077 D MINIMUM DISTANCE ALLOWED BETWEEN EXITS PER 1007.1.1 Portland OR 97209 www.lrsarchitects.00m OCCUPANCY SPRINKLERED REQUIRED PROPOSED LEVEL 1 B N 47'_2" 77'_ EXIT ACCESS TRAVEL DISTANCE FROM MOST REMOTE POINT PER TABLE 1011 7.2 OCCUPANCY SPRINKLERED REQUIRED PROPOSED ��. � LEVEL 1 1,01 B N 200' MAX 65'-1" Pmnm � COMMON PATH TRAVEL DISTANCE BEFORE 2 WAYS PROVIDED PER TABLE 1006.2.1 !j_ on OCCUPANCY SPRINKLERED REQUIRED PROPOSED �V OF LEVEL 1 X11' B N 75'MAX 29'-5" CONSULTANT: CONFERENCE 101 /.T I mz 274/15= (1 19 OCC 1 occL - J J — r — 370RAGE PRIVATE —1 PRIVATE PRIVATE 1061 1 r— 35 1300 OFFI 05 1 OFFICE OFFICE occ L — r — _j _ - -_ r — - - - - � - - � PROJECT NUMBER: 220241 - - - � r L - - J \ - - J \ - - J ENTRY 100 J 1 11 _ 16OC�_ ® E♦ SFA Design Group — (37) TI R _ _ _ _ _ - - � r - - - - - - - - - — � - - - - — — oPENOFFicE - - - - - - - - � - - - - -��---�� � _ PARK 217 - BUILDING 4 "' ( I 12100 SW GARDEN PLACE L — J L : 1 — T — J L — � OPEN01FICEL _ J S' J L _ J j il TIGARD, OREGON 27223 - - i - - i - - - - - + g . i - - — � i - - i - - � 4-E - - - - , r - J r - 1 (36) L _ J L _ 1 _ J L _ J 236/15= L- - - - - - - - - - - - - - - - - - - - T � _ — aPEN ?FF�E 16 OCC BRE4KROOM0 iia11L III — I 1 I' EGRESS PLAN LEGEND MENS 0 0 WOMENE L J � A L J I J - NOT INCLUDED IN SCOPE OF WORK ® F� �� FEC SEMI-RECESSED FIRE EXTINGUISHER ISEOFFICE L CABINET(EXACT LOCATION TO BE (Q o SII 112 L — J — J 1 Ul 1 DETERMINED BY FIRE MARSHALL) J — J L — J J f X OCCUPANCY GROUP $ �< 81 � _ �J �— — — — N X Occ ROOM OCCUPANT LOAD PER SECTION o — — — 1004 a o (X Occ) TOTAL OCCUPANT LOAD PER SECTION SHEET TITLE: 1004 Q EXIT SIGN W/INTEGRATED CODE ANALYSIS DIRECIONALAT EXITS, EVVERYA100'N CORR DIORS ANDL PLAN 6 PER SECTION 1011 IN SPACES WHERE 2 3 OR MORE ARE REQUIRED. SEE S START ELECTRICAL DRAWINGS. R v^ ND EGRESS PATH(44"WIDE, VNO) F n ee REQUIRED EXIT EGRESS E♦ a (XX) DRAWN BY: CAH LL U DATE ISSUED: A REVIEW SET 09.10.20 A/ PERMIT SET 09.14.20 �1/ CONSTRUCTION SET XXXX.XX 1. LEVEL 1 EGRESS PLAN 3 g SCALE: 1/8= 1'-0" E v TRUE NORTH PLAN NORTH SHEET: A110 LRS A¢hilecfb.Ino.m 2020 `m a 5'-0"MIN S-0"MIN L f TYPE OF USE MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS GENERAL NOTES ARCHITECT S APPROACH DIRECTION DOOR SIDE PERPENDICULAR TO DOORWAY BEYOND LATCH UNLESS NOTED " 2 1 2/ " 1. ALL DIMENSIONS INDICATED ON THIS SHEET ARE 720 NW Davis 503.221.1121 8 FROM FRONT PULL 60" ( PARALLEL 18 DOORWAY ) 4 1 ✓ CLEAR MINIMUM TO FACE OF FINISH. Suite 300 503 221.2077 0 FROM FRONT PUSH 48" 0" 3 4 THIS PROJECT. - �I� I llu 2. ALL ITEMS INDICATED BELOW MAY NOT OCCUR ON z , Portland OR 97209 www.lrsarchitects.com - SEE ARCHITECTURAL PLANS FOR ACCESSIBILITY AND FROM HINGE SIDE PULL 60" 36" CONFORMANCE IN THE HORIZONTAL PLAN LAYOUT. FROM HINGE SIDE PULL 54" 42" 4. SEE ARCHITECTURAL INTERIOR ELEVATIONS FOR 3. UL - - _ _- — r BEVELED CHANGE IN BEVELED CHANGE IN VERTICAL CHANGE IN CARPET PILE ACCESSIBLE MOUNTING. FROM HINGE SIDE PUSH 42' ' 22' 3&4 S-0"MIN LEVEL(b) LEVEL(a) LEVEL HEIGHT 5. VERIFY ACCESSORY SIZE WITH MANUFACTURER TO - - -- FROM LATCH SIDE PULL 48' 24" 1'-0"MIN 1'-0"MIN ENSURE CONFORMANCE WITH REQUIRED MOUNTING HEIGHTS. -- (a)CIRCULAR (b)T-SHAPED op FROM LATCH SIDE PUSH 42" z 24" 6. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS NOTE:ITIS RECOMMENDED THAT TOLERANCES BE BUILT INTO THE AS REQUIRED FOR PROPOSED AND FUTURE MDEU r, St ACCESSORIES AND GRAB BARS MOUNTING FIXTURES. 1 ADD 6 INCHES IF CLOSER AND LATCH PROVIDED. DESIGN FOR ALL CRITICAL DIMENSIONS TO AID IN CONSTRUCTIBILITYIr s ADD 6 INCHES IF CLOSER PROVIDED. 7. PROVIDE GYPSUM BOARD WRAP BEHIND FIXTURES AT WALLS DESIGNATED ON FLOOR PLANS AS FIRE w 3ADD 12 INCHES BEYOND LATCH IF CLOSER AND LATCHED PROVIDED. B TURNING SPACE C FLOOR SURFACES & CHANGES IN LEVEL RESISTIVE. ( , 8. ACCESSIBLE FIXTURES REQUIRE A CLEAR FLOOR 4 BEYOND HINGE SIDE SPACE CONTIGUOUS OR OVERLAPPING THE A MANEUVERING CLEARANCES AT MANUAL Ce 15"MIN ACCESSIBLE ROUTE. r TO SIDE WALL 20 MAX >20 -25 MAX z � OF 9. FLOOR DRAINS SHOULD NOT BE PLACED IN THIS SWINGING DOORS °a CLEAR FLOOR SPACE. �?w A. EXCEPTION: DRAINS MAY RESIDE IN CLEAR m FLOOR SPACE PROVIDED DRAIN HOLES DO NOT j z EXCEED 1/2" DIA. MAXIMUM; FLOOR SLOPE DOES CL CL OF FIXTURE FIXTURE 4"MAX m N NOT EXCEED 2% IN ANY DIRECTION; AND THE 4 ELEVATION CHANGE AT THE DRAIN LIP DOES NOT CONSULTANT: a° w m u EXCEED 1/8". \\\\�\ 10. OPERABLE PARTS SHALL BE OPERABLE WITH ONE z 48"MIN CLEAR FLOOR HAND AND SHALL NOT REQUIRE TIGHT GRASPING, z SPACE 2' 6"MIN PINCHING, OR TWISTING OF THE WRIST. THE FORCE z CENTERED REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE c OBSTRUCTED UNOBSTRUCTED ON ACCESSIBLE PLAN 5.0 POUNDS MAXIMUM. 48" IN > o HIGH FORWARD REACH FORWARD REACH FIXTURE � z z Orr 0 z a- - SIZE OF CLEAR ' (b) PARALLEL (a)FORWARD FLOOR SPACE ' ' N , _ 0 z 0 Z N X <h fV Q POSITION OF CLEAR M FLOOR SPACE VERTICAL CLEARANCE LIMITS OF PROTRUDING OBJECTS ELEVATION NOTE: 10"MAX >10"-24"MAX 10"MAX EXCEPTIONS: 1. KNEE CLEARANCE PER ANSI 306. 1. HANDRAILS SHALL BE PERMITTED TO PROTRUDE 41/2' MAX. 2. PROVIDE CANE DETECTION BELOW DRINKING =v OBSTRUCTED UNOBSTRUCTED 2. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78" MIN ABOVE THE FINISH FLOOR FOUNTAINS IF LEADING EDGE OF FIXTURE IS HIGH SIDE REACH SIDE REACH OR GROUND. GREATER THAN 27"AFF x A x J1 D REACH RANGES E PROTRUDING OBJECTS F DRINKING FOUNTAIN 60"MIN V-6" 36"MIN MIN (b) PARALLEL (a)FORWARD APPROACH APPROACH 4/0 Z W z = Q+I co — Uj MANEUVERING —- 14 w Uj of wm CLEARANCE IN AN ALCOVE MEASURED TO w '� m F - m r Z '� m O m \LAV _ Wa w � w O 2 gm � REFLECTIVE = g m = w a o x z ag ¢ = a = 0 = x o w a = z SURFACE PER Y o v ? U) v v0 v0 � ° c3 4a 4p � a 40 G CLEAR FLOOR SPACE At 17.1 §603.3 - n 4 ¢ m 4 4 0 "O N 4 a F- F- ` 0 qr PROJECT NUMBER: 220241 LAVATORY FITT NIGRA DOR IrLOCKERIROOMS HANRING�L MEDICCAB NIET NE SAN DISPOSAL NAPKIN SAND S ENSERITARY KIN BABSTATION CHANGING PDISPENSER/APER L TOCOVERILET AT BATH TOWEL BAR CROBE HTOOK ILITY/ DISPENSER SOAP HAND DRYER H RESTROOM FIXTURE MOUNTING HEIGHTS RECEPTACLE SFA Design Group TI 464 ALIGN ADJACENT PARK 217 - BUILDING 4 OUTLETS SWITCHES ELEVATION PLAN � ¢ --' _ 12100 SW GARDEN PLACE BMIN T :CLEARANCE (_+j 8 „ ° ° y, T/GARD, OREGON 27223 Xg X$ Rp -- � z _- J ¢a ,7 W Z O z 2 2 U � x - x LLJ� Y Li U - W U Z W ' Z � > 4O o ~ �� lig -� 0z OmY aO Z w mmw0 \1 -' = N _ _ U_ U X O o w a U I.___- I m z w a f - p - w _ U - �Io O ¢¢ o -� Qw "vim O O "v m a -� z m �'° o. ��I a 4 CO '� z q < 'n N � D C? ~ x 11 IN ' 2' M MOUNTED INTERCOM ANNUNCIATOR EMERGENCY CIRCUIT PANEL MAILBOXES CALL BOX/ ELECTRICAL ELECTRICAL OUTLET WALL FIRE FIRE ALARM FIRE ALARM THERMOSTAT CLOSET SHELF ELEVATION PLAN PHONE STATION PANEL POWER OFF DOOR ACCES OUTLETS/WALL @ 34" H COUNTER MOUNTED FIRE EXTINGUISHER PULL STATION STROBE LIGHT (ENVIRONMENTAL AND ROD KNEE CLEARANCE PUSH BUTTON SWITCHES EXTINGUISHER CABINET CONTROL) J KNEE & TOE CLEARANCE K GENERAL FIXTURE MOUNTING HEIGHTS 30" MIN CL w WORK 30MIN a -a + x 2'-0" SURFACE CLR WIDTH PROVIDE PIPE RANGE W/ 56"MIN. WALL MOUNTED , PROTECTION OVEN 69" FLOOR MOUNTED / \� UNDER SINK TO OBSTRUCTION -- DW REQ'D �� - SURFACE - -- m WORK WALL, 5'-0' MIN TO b4"MIN ° ` o, U REF 16"MIN. PARTITION, OBSTRUCTION CLEAR FLOOR URINAL 18"MAX. OR OTHER 1'-0"MAX 42"MIN SPACE CENTERED SCREEN TOP LOADING FRONT LOADING a - _-- 36"MIN PARALLEL ON ACCESSIBLE WHEN APPROACH SHEET TITLE: o w p6" MAX URINAL OCCURS CENTERED ELEVATIONS F z FLUSH SENSOR L MIN 1'-0" 6"MAX 39"-41" 24"MIN 2' 8MI I ACCESSIBILITY ON APPLIANCE 00 III _ ZSET MAX COMPLIANCE OFF O 4 m �Q Z ROMCENTER E7R OPENING 6 Zw — ¢ sJe') O a = mLL � � OFD00 Z F a : aO )WORK SINK W/KNEE DISHWASHER COOKTOP/OVEN REFRIGERATOR ug � a _ ° °D = GRAB BARS, �= O O - = - - 7 ~SURFACE CLEARANCE - wnM a ' v ", OzTYP. SEE M = m -rn 0O � PROVIDE FLOORING &FINISHED WALLS UNDER ELEVATIONS � ��a_ � p � � _ FORWARD APPROACH COUNTERS. 5'-0"MIN. 0 m 7"-9" ELEVATION o 'PARALLEL APPROACH ALLOWED AT SINK PLAN REAR WALL GRAB BARS ~ SIDE WALL GRAB BARS RECESSED DISPENSER PLAN4'-0" DRAWN BY: LRS w WHERE A COOKTOP/RANGE IS NOT PROVIDED MIN ti 'COUNTERTOP WORK SURFACE TO BE 34"A.F.F. MAX. ELEVATIONS PLAN DATE ISSUED: 07 L KITCHEN CLEARANCES M WATER CLOSET N URINAL O WASHER AND DRYER REVIEW SET 09.10.20 R PERMIT SET 09.14.20 o CONSTRUCTION SET XXXX.XX ti 0 _N O 3 a 00 ,"O o SHEET: A111 LRS fthitedS,Inc Q 2020C N E a 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 /A180 deemed to comply with the current building code interpretation. Terminal ends of main runners and cross members shall be tied together or have some other approved means Terminals or services weighing less than 20 lbs shall be positively attached to the ceiling suspension main to prevent their spreading. Stabilizer bars, cross tees or other means to prevent spreading shall occur within 8" runners or to cross runners that have the same carrying capacity the main runners. L f This document provides the IBC-2012 referenced standards for the installation of suspension systems for acoustical lay- Terminals or services weighing 20 lbs but not morere than 56 lbs shall l of each wall. have, in addition to requirement above, two A in ceilings. Incorporation of this document will provide a more uniform standard for installation and inspection. Thisof bars are not required at perimeters where runners are attached directly to closure angles. 12-gage wires connecting them to the ceiling system hangers or the structure above. A document is designed to accomplish the intent of the International Building Code(IBC)with regard to the requirements Terminals or services weighing more than 56 lbs shall be supported directly from the structure above by for seismic design categories D, E&F for suspended ceilings and related items. Unless supported b engineering,the Spreader bars are not required if a 900 intersecting cross or main is within 8"of the perimeter wall. approved hangers. 720 NW Davis 503.221.1121 suspension system shall be installed per these requirements and those of the referenced documents. Manufacturer's recommendations should be followed where applicable. to satisfy the requirements for spreader bars. Sprinklers Suite 300 503 221.2077 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/A180 For ceilings without rigid bracing, sprinkler head penetrations shall have a 2"oversized ring, sleeve or adapter TABLE 1. ASCE 7-10 ,American Society of Testing Materials(ASTM C 635,ASTM C 636,ASTM E 580/E 580M and Hanger and perimeter wires must be plumb within 1 in 6 unless counter sloping wires are provided. through the ceiling tilt to allow free movement of at least 1" is all horizontal directions. Flexible head design ( ) tY 9 )� 9 P P P 9 P that can accommodate 1"free movement shall be permitted as an alternate. Ceilings and Interior Systems Construction Association (CISCA). (Detail 5/A180) 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 it on center or 10-gage spaced 5 ft on center. structure. Bracing shall be independent of the ceiling splay bracing system. Any connection device at the supporting construction shall be capable of carrying not less than 100 lbs. Glossary for this Documents (regional terminology may vary) For further information on bracing of non-load bearing partitions refer to NWCB Technical Document#200-501. Powder Actuated Fasteners(PAFs)are an approved method of attachement for hanger wires. ' AD, All main beams ar to be Heavy Duty (HD). Terminal ends of each main beam and cross tee must be supported within 8"of each wall with a perimeter wire CROSS TEES Ceilings less than or equal to 144 sq ft and surrounded by walls connected to the structure above are exempt (see Details 2, 3, 4 and 5/A 180). 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. 450 O �t7 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 • (See Detail 1/A180). Electrical Fixtures center, State Patrol office, sheriffs office, or emergency communication dispatch center. t�PORTLApp,OFE80N • Changes in ceiling planes will require positive bracing. See Detail BIA180 GRID (4) 12 GAGE SPLAYED /� 635r1 The main beams and cross tees of the suspension system. 9 Lateral Force Bracing Light fixtures weighing less than 10 lbs shall have one 12-gage hanger wire connected from the fixture to the BRACE WIRES HANGER WIRE See Detail 1/A180 structure above.This wire may be slack. � Q�' 10 or 12-gage soft annealed wire used as primary support for the grid system. Also called suspension wires. 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 561bs shall have two 12-gage wires attached at o 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 design requirements. Light fixtures weighing more than 56 lbs shall be supported directly from the structure above by approved The bracing method used prevent ceiling uplift restrict lateral movement during a seismic event. Lateral S LESS 9 q force bracing consists of verticalwires.struts and splay wres. Ceiling areas of 1000 sq it or less shall be exempt from lateral force bracing requirements. hangers. MAIN BEAM 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 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, (See Detail 1/A180). pp g g p y pp 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. MOLDING/CLOSURE ANGLE 3" MAX. TYP. CONSULTANT: Seismic splay wires are to be(4) 12-gage wires attached to the main beam. Wires are arrayed 90°from A light gauge metal angle or channel fastened to teh perimeter wall or partition to support the perimeter ends each other and at an angle not exceeding 45'from the plane of the ceiling. Seismic Separation Joints See Detail of acoustical ceiling grid. • Seismic splay wires shall be attached to the grid and to the structure in such a manner that they can PERIMETER CLIPS support a design load of not less than 200 Itis or the actual design load,with a safety factor of 2, For ceiling areas exceeding 2,500 sq It, a seismic separation joint or full height wall partition that breaks the Proprietary angle bracket attached directly to the wall molding/closure angle which allows 3/4"movement in a' whichever is greater(Detail 7B/A180). 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. Power Actuated Fasteners(PAF's),when used for seismic application as part of the prescriptive path in penetrations to provide sufficient clearance. PERIMETER WIRES g5 ry/ 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. GELO Ne 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 �ti1 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/A 180). SPLAY WIRES /, LATERAL FORCE BRACING The vertical strut may be EMT conduit, metal studs or a proprietary compression post, see Table 1 below: Wall Moldings Wires installed at an angle rather than perpendicular to the grid. TABLE 1:Maximum Recommended Lengths for Vertical StrutsVERTICAL STRUTS SCALE: NOT TO SCALE See Details 4/A180 and 2/A180(or alternate proprietary option-3/A 180) EMT Conduit Metal Studs The rigid vertical member used in lateral force bracing of the suspension system. Also known as compression 1/2" EMT conduit up to 5'-10" Single 1 5/8" metal stud(20-gage) up to 12'-0" Wall moldings (perimeted closure angles)are required to have a horizontal flange 2"wide. One end of the posts, seismic pods, seismic struts. Common materials are electrical conduit(EMT), metal studs or 3/4" EMT conduit up to 7'-8" Back-to-back 1 5/8"metal stud(20-gage) up to 15'-0" ceiling grid shall be attached to the wall molding,the other end shall have a 3/4"clearance from the wall and proprietary products. 1" EMT conduit up to 9'-9" Single 2 1/2"metal stud(20-gage) up to 13'-6" free to slide. Back-to-back 2 1/2"metal stud(25-gage) up to 15'-0" Where substantiating documentation has been provided to the local jurisdiction, perimeter clips may be used 12'-0"OC EA WAY MAX to satisfy the requirements for the 2"closure angle. SEPARATE SUPPORT PIPES, The grid shall be attached at two adjacent walls (pop rivets or approved method). Soffits extending to a point at 6-0" MAX #12 WIRE @ 4'-0"OC #12 WIRE @ 4'-O"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 WRE @ 5'-O"OC OR#10 WIRE @ 5'-0"OC STRUCTURE.TRAPEZE VERTSTRUT AROUND DUCTS AND OTHER LARGE DESTRUCTIONS. SECURE ALL RECESSED 8"MAX BUILDING RUCTURE SURFACE MOUNTED FIXTURES TO 8"MAX GRID&STRUC AS READ. LAY IN FIXTURE WIRES MAY BE SLACK. 6"MAX 90.00° O WALL °. WALL 2"WALL MOLDING �TFq GOPOIco � Q c4 1 0 0 3/4" MIN @ PROJECT NUMBER: 220241 8 0 0 n 8 MAX 0, -UNATTACHED a n� WALLS Q SECURE ALL HANGERS TO m LATERAL BRACING @ 12'-0"OC EA n © as WAY, MAIN RUNNER TO STRUCTURE. BUILDING STRUCTURE. SFA Design Grou ® a SCREW BEGIN BRACING WITHIN 6'-0"OF TRAPEZE AROUND DUCTS AND jr ° PERIMETER AND 2"FROM CROSS OTHER LARGE OBSTRUCTIONS TI ATTACH ONE SIDE OF GRID ° MEMBER WHERE REQD / o� (SEE UNATTACHED DETAIL) ADDITIONCOUNTERSLOPE HANGERS © ° Q MEMBERSAWITHNGERS AT ALL IF N 8"OF PERIMETER WITH PLUMB PARK THAN 1:6 OUT OF PARK 217 - BUILDING 4 SPREADER BAR SUPPORT WIRE @ 1:6 SLOPE 12100 SW GARDEN PLACE PROPRIETARY CLIP. ° S STTEM REQUIRED TO INSTALL PER MFR (MUST °(la ° SPREADER BAR REQD AT UNATTACHED SIDE TIGARD OREGON 27223 ?. . Q o a+� KEEP PERIMETER 8 o BE APPROVED BY AHJ). o �/ . 2"CLOSURE ANGLE COMPO SPREADING FROM NG APAR N TES: 4 Q` -RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. -CEILING AREAS OF 1000 SQ FT OR LESS SHALL BE EXEMPT FROM LATERAL FORCE BRACING REQUIREMENTS. 2. ATTACHED WALL MOLDING 3. ATTACHED WALL MOLDING ALTERNATE 4. UNATTACHED WALL MOLDING 5. LATERAL FORCE BRACING - ASSEMBLY SECTION SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE 5/8"MAX HANGER WIRES SEISMIC SEPARATION JOINT PER MFR LAY FIXTURE TYPICAL CONNECTION DEVICE CAPABLE OF MAYIBE SLACK WIRES o CARRYING 100 LBS OR MORE o 0 0 0 e o 0 0 0 0 3 w Z A780 Z BUILDING STRUCTURE FLANGE ATTACHED / POP RIVET 3/4"MIN CEILING CLIP SHEET TITLE: 4 SUSPENDED A. FOR CEILING AREAS EXCEEDING 2,500 SQ FT a3 A180 CEILING GRID < 3TURNS SUSPENDED CEILING A180 p VERTICAL HANGER WIRE ITEQMTS - SEISMIC W A. VERTICAL HANGER WIRE ATTACHMENT Q DESIGN D. E & F 5/8"MAX A �2 PROVIDE SUPPORT FROM STRUCTURE SOFFIT LATERALLY BRACE 'r \v/i TO STRUC ABOVE o QDWN BY: 1 0 A180 8 z ° DAT LL BUILDING STRUCTURE E ISSUED: X)OC • EXTEND SOFFIT TO AT FIXTURE LEAST BOTTOM PLANE OF A180 CEILING GRID a STEEL STRAP 1"WIDE x 2" REVIEW SET 09.10.20 6 1'-0" LONG x 12 GAGE MINIMUM REQUIRED SUPPORT: <10 LBS, (1) 12GA WIRE PERMIT SET 09.14.20 UNATTACHED 5 \ 10-56 LBS, (2) 12GA WIRES o 0 0 0 0 A180 3 TURNS >56 LBS, SUPPORT DIRECTLY FROM STRUCTURE e _ _ _ _ _ _ _ _ _ _ _ _ _ �]_ _ _ = CONSTRUCTION SET XXXXXX A180 SPLAYED SEISMIC WIRE PENDANT MOUNTED FIXTURES: ao SHALL BE DIRECTLY SUPPORTED BY STRUCTURE E ACING B. SPLAYED SEISMIC BRACING WIRE ATTACHMENT W/9GA WIRE OR APPROVED ALTERNATE. B. TO CREATE CEILING AREA OF LESS THAN 2,500 SQ FT ti 6. LATERAL FORCE SUSPENDED TYP CEILING PLAN 7. WIRE A TTA CHMENT DETAILS 8. FIXTURE SUPPORT 9. SEISMIC SEPARATION JOINT SECTION A180 SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SHEET: p LRS Arch,P cts,Inc.02020 E E Lf GENERAL NOTES A R C H I T E C T S 720 NW Davis 503.221.1121 S A. THIS DRAWING DEPICTS EXISTING CONDITIONS FOR REFERENCE Suite 300 503 221.2077 D ONLY. VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND REPORT ALL DISCREPANCIES TO ARCHITECT. Portland OR 97209 www.irsarchitects.com B. DIMENSIONS ARE TO FACE OF FINISH, LINO. DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALE. C. PROTECT ALL ADJACENT AREAS DURING DEMOLITION AND FROM DUST AND TRASH INTRUSION. D. ALL DEMOLITION WORK TO CONFORM TO CURRENT OSHA STANDARDS. PROVIDE ADEQUATE BRACING ON EXISTING CEILING FRAMING SYSTEM PRIOR TO DEMOLITION. E. REPAIR ANY DAMAGED WINDOW MULLIONS, SILLS OR TRIM AT P . � PERIMETER OF BUILDING WHERE WALL(S)WERE REMOVED. F. EXISTING FLOORING TO REMAIN LINO. REFER TO FINISH PLANS FOR MORE INFORMATION. G. REMOVE AND SALVAGE FIRE EXTINGUISHERS AND CABINETS FOR Famm REUSE. COORDINATE WITH FLOOR PLANS FOR MORE INFORMATION. on H. REMOVE ALL UNUSED BLANK JUNCTION BOXES. PATCH AND PAINT. Q/F ' REMOVE AND FILL ALL UNUSED CORE DRILLS AND FLOOR BOXES. I. PROTECT EXISTING WINDOWCOVERING DURING CONSTRUCTION. CLEAN AND REINSTALL PRIOR TO JOB COMPLETION. REPAIR AND/OR REPLACE ANY MISSING AND/OR DAMAGED WINDOW COVERINGS TO MATCH EXISTING AS NEEDED THROUGHOUT ENTIRE AREA OF WORK. CONSULTANT: DEMO PLAN LEGEND EXISTING TO REMAIN DEMOLISH EXISTING ELEMENT KEYNOTES I O1 REMOVE EXISTING DOOR AND HARDWARE AND SALVAGE FOR REUSE. I LOCK DOOR IN CLOSED POSITION AND REMOVE HARDWARE. (D'\ O3 REMOVE EXISTING CARPET AT ENTRY AND CONFERENCE. PREP FOR _ NEW. -------------- OO4 REMOVE AND RELOCATE EXISTING FIRE EXTINGUISHER. TF 3 II jI l II I II 1 I I PROJECT NUMBER: 220241 i SFA Design Group I I I TI I I ■ ■ I O I I I I PARK 217 - BUILDING 4 12100 SW GARDEN PLACE TIGARD, OREGON 27223 d ' I I O L________________ LL ■ I I I 1 G of w O o o j O O N s SHEET TITLE: N O N 0 DEMOLITION PLAN g 0 g a Q a o DRAWN BY: CAH a LL DATE ISSUED: a REVIEW SET 09.10.20 PERMIT SET 09.14.20 N 0 CONSTRUCTION SET XX.XX.XX 1. DEMOLITION PLAN S a SCALE: 1/8"= V-0" s N E SHEETAD201 a a IRS Architects,Inc®2020 m a Lf GENERAL NOTES A R C H I T E C T S 720 NW Davis 503.221.1121 8 A. THIS DRAWING DEPICTS EXISTING CONDITIONS FOR REFERENCE Suite 300 503 221.2077 D ONLY. VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND REPORT ALL DISCREPANCIES TO ARCHITECT. Portland OR 97209 www.irsarchitects.com B. DIMENSIONS ARE TO FACE OF FINISH, LINO. DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALE. C. REPAIR AREAS ADJOINING DEMOLITION WORK TO MATCH EXISTING AND/OR NEW CONSTRUCTION. D. PROVIDE BREAK METAL AND SOUND CAULK AT ALL WALL/MULLION �„{fF,D A JOINTS. 11����' `�I(,' E. ALL DOOR OPENINGS TO BE 5" FROM PERPENDICULAR WALL, UNO. F. PROVIDE SEMI-RECESSED FIRE EXTINGUISHER CABINETS AS A REQUIRED CODE. G. MAINTAIN EXISTING FIRE RATINGS ON WALLS, DOORS AND � ENCLOSURES AS REQUIRED BY CODE. pmnm O CONSULTANT: FLOOR PLAN LEGEND EXISTING PARTITION ® NEW FULL HEIGHT PARTITION TO STRUCTURE (SEE DETAIL 2/A941) NEW BUILDING STANDARD PARTITION TO UNDERSIDE OF ACP CEILING (SEE DETAIL 1/A941) NEW 3'-0" HIGH PARTIAL HEIGHT WALL WITH GLAZING ABOVE (SEE DETAIL 3/A941) ® NEW 5'-0"HIGH PARTIAL HEIGHT WALL 16-9 3/4"F.V. (SEE DETAIL 8/A941) N102O 14 CONFERENfCOE 14 O RELITE PARTITION �' *O DOOR&RELITE TYPE. SEE A700 IT LL >02 , 1 70 6 ca SEMI-RECESSED FIRE O j FEC EXTINGUISHER CABINET V-2" STORAGE PRIVATE PRIVATE PRl ATE 15 16 ALIGN 106 OFFICE OFFICE OFFICE �" 105 1 104 103 O 6'-7"F.V. KEYNOTES 14 i 14 >; 5 PROJECT NUMBER: 220241 r 841 r i O PROVIDE BLOCKING IN WALL FOR TENANT PROVIDED TELEVISION. 2'-81/4" 12 ENTRY Y T-61/2" T 61/2" 1/2" r i 13 100 OPROVIDE BUILDING STANDARD WOOD DOOR WITH FULL LITE,ACCESSIBLE SFA Design Group 16 � 16 0 16 HARDWARE AND TIMELY KNOCKDOWN FRAME. Z Z O TI 30 PROVIDE BUILDING STANDARD WNDOWCOVERING AT CONFERENCE ROOM 15'-9" a ,009 io 1/8" 11'-9 1/2" O „'-9 1/2° O 11'-91/2° O 1 10 iE� EXTERIOR WINDOWS. PARK 217 - BUILDING 4 OPEN OFFICE 1 O PROVIDE NEW OR RELOCATED BUILDING STANDARD DOOR, FRAME,& r ACCESSIBLE HARDWARE. PROVIDE LOUVER IN DOOR AS NEEDED FOR TENANT 12100 SW GARDEN PLACE i i 5 PROVIDED EQUIPMENT. TIGARD, OREGON 27223 OPEN OFFICE i 107 PROVIDE OPAQUE WINDOW FILM IN LOWER SECTION OF STOREFRONT TO O CONCEAL RECEPTION DESK. 16 COMPUTER AND CABLE BOX FOR TENANT-PROVIDED TV TO BE LOCATED IN 13'-2 1/4" O CABINET BELOW OR ADJACENT. PROVIDE SMURF TUBE FROM BEHIND TV TO 841 CABINET. E107 1........ ......; 7 PROVIDE(1)4'x 8'SHEET OF FIRE TREATED PLYWOOD AT WALL. E7108r 0 PROVIDE T WIDE TIMELY RELITE TO MATCH HEIGHT OF DOOR. E108 E109 �NIQ 5-5" 6'-0' 8 ' 8 O __ O O OPEN OFFICE 0 BREAKROOM 14 g 2 113 PROVIDE NEW OR RELOCATED BUILDING STANDARD DOOR, FRAME& 11 10 9 ACCESSIBLE HARDWARE. � m �� N MENS ® WOMENS° 1 10 PROVIDE NEW ACCESSIBLE RECEPTION DESK WITH CULTURED STONE FACED .----- .......... fob 1 1091 ; CANTILEVERED SUPPORT WALL AND DISTRESSED WOOD WITH STEEL FLAT BAR ,' C) 0 __ + i I EDGE AND EPDXY FINISH. Ii EXECUTIVE r 3 OFFICEr 841 � 0 0 PROVIDE NEW ACCESSIBLE DISTRESSED WOOD TABLE WITH STEEL FLAT BAR 112 r d 11 EDGE AND EPDXY FINISH. PROVIDE CULTURED STONE WRAPPED o 15 CANTILEVERED SUPPORT WALL WITH STEEL COLUMN SUPPORTS AT 4 6 16 LOCATIONS. ! 1 i 19'-11 1/2" E O t 1 1 12 PROVIDE 8"DEEP DISTRESSED WOOD LEDGE WITH STEEL FLAT BAR EDGE o i � WITH EPDXY FINISH, SHEET TITLE: N 13 PROVIDE CULTURED STONE FACE TO UNDERSIDE OF WOOD LEDGE. FLOOR PLAN PROVIDE BACKING IN WALL FOR TENANT-PROVIDED,CONTRACTOR INSTALLED 8 14 WHITEBOARD. CONFIRM LOCATION AND SIZE WITH TENANT PRIOR TO INSTALL. PROVIDE VERTICAL LOUVER SLIDING BLINDS AT ALL INTERIOR GLAZING, 15 INCLUDING AT DOORS AND RELITES, IN CONFERENCE& EXECUTIVE OFFICE. 00 F PROVIDE THIGH PARTIAL HEIGHT WALL WITH 1/2"THICK TEMPERED GLAZING IN 16 BLACK ALUMINUM U-CHANNELS AT TOP AND BOTTOM OF GLAZING, SEE A700 e e FOR MORE INFORMATION. a DRAWN BY: XXX a LL DATE ISSUED: a" REVIEW SET 09.10.20 o PERMIT SET 09.14.20 R CONSTRUCTION SET XXXXXX g 1. FLOOR PLAN n SCALE: 1/8"= 1'-0" E A201 E SHEET: n m P LRSA¢hitectS,Inc 0 2020 m `m qpc E a Lf GENERAL NOTES A R C H I T E C T S 720 NW Davis 503.221.1121 1' A. THIS DRAWING DEPICTS EXISTING CONDITIONS FOR REFERENCE Suite 300 503 221.2077 D ONLY.VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND REPORT ALL DISCREPANCIES TO ARCHITECT. Portland OR 97209 www.irsarchitects.com B. DIMENSIONS ARE TO FACE OF FINISH, UNO. DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALE. C. PROTECT ALL ADJACENT AREAS DURING DEMOLITION AND FROM DUST AND TRASH INTRUSION. D. ALL DEMOLITION WORK TO CONFORM TO CURRENT OSHA STANDARDS. L" PROVIDE ADEQUATE BRACING ON EXISTING CEILING FRAMING SYSTEM PRIOR TO DEMOLITION. E. CEILING CONFIGURATION TO REMAIN, UNO. F, dr f ff L ow • L�PONRJII�, OF LEGEND CONSULTANT: EXISTING 2x4 ACOUSTICAL SUSPENDED CEILING EXISTING HVAC SUPPLY zEXISTING HVAC RETURN %< EXISTING LIGHT FIXTURE TO BE REMOVED RECESSED CAN LIGHT 4 EXISTING WALL MOUNTED LIGHT FIXTURE i i ® ®� EXIT SIGNS(WANTEGRAL ARROW WHERE OCCURS I I I i u u n 1L _ II I� II II \/ I \/ lx KEYNOTES II I� LL - O REMOVE ALL EXISTING 2X4 LIGHTS. PROJECT NUMBER: 220241 v v u I v a \/ u u \\ ;\\ %\\ /\ %\\ SFA Design Group ■ Cl TI PARK 217 - BUILDING 4 12100 SW GARDEN PLACE \\; TIGARD, OREGON 27223 A Al 70 1 \r \/ P y v T ■ O O O — IL /\ a 0 N s SHEET TITLE: N O DEMO REFLECTED 0 CEILING PLAN v g DRAWN BY: XXX a LL DATE ISSUED: N a REVIEW SET 09.10.20 'g PERMIT SET 09.14.20 N CONSTRUCTION SET XXXX.XX 1. DEMO REFLECTED CEILING PLAN S --!S a SCALE: 1/8"= 1'-0" N E SHEET: D401a a LRS A¢hitecfs,Inc.®2020 w `m 9 Lf GENERAL NOTES A R C H I T E C T S 720 NW Davis 503.221.1121 8 A. THIS DRAWING DEPICTS EXISTING CONDITIONS FOR REFERENCE Suite 300 503 221.2077 D ONLY. VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND REPORT ALL DISCREPANCIES TO ARCHITECT. Portland OR 97209 www.Irsarchitects.com B. DIMENSIONS ARE TO FACE OF FINISH, UNO. DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALE. C. SEE SHEET Al 80 FOR CODE REQUIREMENTS FOR SUSPENDED CEILINGS D. SPOT ELEVATIONS ARE FROM FINISH FLOOR TO SURFACE OF CEILING. �"QTi'� V E. ALL ACCESS PANELS, DIFFUSERS AND NON-NOTED FIXTURES TO BE �i`"''' FINISHED TO MATCH ADJACENT CEILING FINISHES. a F. VERIFY ALL MOUNTING HEIGHTS ONSITE WITH ARCHITECT PRIOR TO malfaIt NSST G. LIGHTHT FIXTURES AND ALL OTHER CEILING MOUNTED EQUIPMENT TO BE � CENTERED IN ROOM, AREA AND/OR ACOUSTIC PANEL UNO. a H. REPLACE ALL DAMAGED CEILING TILES& GRID TO MATCH EXISTING %PORTLAND,OREM BUILDING STANDARD. I. ALL TRADES TO PROVIDE SEISMIC UPGRADES AS REQUIRED BY CODE. J. ALL LIGHTS TO BE ON DIMMING CONTROLS, LINO. KEYNOTES CONSULTANT: O1 REPLACE ALL EXISTING 2X4 LIGHT FIXTURES WITH BUILDING STANDARD LITHONIA LED 2X4 AVANTE LED 2AVL. O2 PROVIDE EXHAUST FAN, OPROVIDE BATT INSULATION ABOVE EXISTING SUSPENDED ACOUSTICAL CEILING GRID SYSTEM 3-0"OUT FROM ALL WALLS IN ALL OFFICES AND CONFERENCE ROOM, LIGHTING LEGEND NEW BUILDING STANDARD LED 2X4 (LITHONIA, 2X4 AVANTE LED 2AVL) RECESSED CAN LIGHT C INF, REi CE 0 tot 4 EXISTING WALL MOUNTED LIGHT FIXTURE 3 _ z RCP LEGEND N 2 EXISTING 2x4 ACOUSTICAL SUSPENDED CEILING TO G Rl TE RIVATE R/ TE SEE A180 t Off ICE OF ICE1749 lui EXISTING GYP. BID.OF ICE 3 3 3 SOFFIT SUSPENDED CEILING SYSTEM. SEE A180 PROJECT NUMBER: 220241 EN Y +g'-t 0' CEILING ELEVATION TAG 0 0 100 SFA Design Group EXISTING HVAC SUPPLY TI TYP @ L z EXISTING HVAC RETURN EN FF E 6 FRAMEL SS PARK 217 - BUILDING 4 O afifsat GLAss12100 SW GARDEN PLACE (3+ EXIT SIGNS (W/INTEGRAL ARROW WHERE OCCURS Of EN OFFIE a 1 TIGARD, OREGON 27223 07HD ■ �90 O. O K 0014 11 to 1 . `MENS n WOME -- wq D a Fxfi C� w y O O 3 SHEET TITLE: 0 REFLECTED CEILING PLAN E 8 D F 'e m o DRAWN BY: CAH a DATE ISSUED: a REVIEW SET 09.10.20 PERMIT SET 09.14.20 0 o � CONSTRUCTION SET XX.XX.XX 1. REFLECTED CEILING PLAN a a SCALE.' 1/8"= 1'-0" E E E SHEET: A401 a LRS AmMect5 In. 0 2020 `m E E I Lf DOOR GENERAL NOTES A R C H I T E C T S 720 NW Davis 503.221.1121 T A. ALL DOORS SHALL MEET ALL APPLICABLE FEDERAL AND Suite 300 503 221.2077 ❑ STATE ACCESSIBILITY REQUIREMENTS -MINIMUM 32"CLEAR OPENING WIDTH Portland OR 97209 www.Irsarchitects.com -MAXIMUM 1/2"THRESHOLD HEIGHT UNLESS SHOWN WITH COMPLIANT RAMP THRESHOLDS -ADJUST THE RESISTIVE FORCE OF ALL NEW AND EXISTING INTERIOR DOOR CLOSERS IN THE PROJECT AREA TO A MAXIMUM PRESSURE OF 5 LBS B. PROVIDE DOOR OPENINGS IN RATED WALLS COMPLYING WITH REQUIRED SMOKE CONTROL ASSEMBLY AND INDICATED FIRE PROTECTION RATING OF NO LESS THAN 20 OPENING DOOR FRAME MINUTES.WHERE EXISTING DOOR OPENINGS DONOT COMPLY WITH PRESENT BUILDING CODE REQUIREMENTS, � PROVIDE NEW DOORS, FRAMES AND HARDWARE THAT No. Size ROOM NAME Thick. Ty Material Finish T e Material Finish NOTES COMPLY on MIA- E100 (E) ENTRY (E) (E) (E) (E) (E) (E) (E) 4 C. FOR DOORS WITH FIRE-RESISTIVE RATINGS,GLASS SHALL N101 T-0"x 7'-0" CONFERENCE 1-3/4" FG SC WD TS 1 STL-KD MFR 1 NOT EXCEED MAXIMUM DIMENSIONS ALLOWED BY CODE- N102 3'-0"x 7'-0" I.T. 1-3/4" L SC WD TS 1 STL-KD MFR 1 WIRE GLASS IS NOT ALLOWED IN DOORS SUBJECT TO OF HUMANIMPACT N103 T-0"x 7'-0" PRIVATE OFFICE 1-3/4" FG Sc WD TS 1 STL-KD MFR 2 D. ALL FIRE/SMOKE DOORS TO BE SELF CLOSING&LATCHING N104 T-0"x 7'-0" PRIVATE OFFICE 1-3/4" FG SC WD TS 1 STL-KD MFR 1 E. SAFETY GLAZING MUST BE PROVIDED FOR INDIVIDUAL N105 T-0"x 7'-0" PRIVATE OFFICE 1-3/4" FG SC WD TS 1 STL-KD MFR 1 GLAZED AREAS IN HAZARDOUS LOCATIONS AS DEFINED IN IBC SECTION 2406 N106 V-0"x 7'-0" STORAGE 1-3/4" F SC WD TS 1 STL-KD MFR 1 F. ALL DOORS SHALL OPEN FROM THE INSIDE WITHOUT THE CONSULTANT: E107 E OPEN OFFICE E) (E) E E (E) E) E) USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT E108 (E) MEN'S (E) (E) (E) (E) (E) (E) (E) 3 G. CONTRACTOR SHALL VERIFY COMPATIBILITY OF HARDWARE E109 (E) WOMEN'S (E) (E) (E) (E) E) (E) (E) 3 SPECIFIED WITH BUILDING KEYING SYSTEM N1 12A 3'-0"x7'-0" EXECUTIVE OFFICE 1-3/4" FG SC WD TS 2 STL-KD MFR 2 H. FOR SLIDING DOORS THAT HAVE MULTIPLE PANELS INCORPORATED INTO AN OVERALL FRAME,THE DOOR SIZE N112B 3'-0"x 7'-0" EXECUTIVE OFFICE 1-3/4" FG SC WD TS 2 STL-KD MFR 2 GIVEN IS THE OVERALL UNIT SIZE, INCLUDING THE FRAME. ROUG OPENING DIMENSION WILL BE LARGER AND VARY BY MANUFACTURER I. PROVIDE CLEAR SILICONE CAULK AT ALL BUTT-GLAZED SEAMS DOOR SCHEDULE J. REUSE EXISTING DOORS WHERE POSSIBLE ALL NEW WOOD DOORS TO MATCH EXISTING SIZE,WOOD GRAIN, FINISH& COLOR.TOUCH UP EXISTING FRAMES&DOORS WHERE NEEDED TO APPEAR AS NEW K. GC TO COORDINATE WITH TENANTS LOW VOLTAGE SUB ON ALL REQUIRED DOOR HARDWARE FOR CARD ACCESS SYSTEM IF IN PROJECT. l DOOR ABBREVIATIONS 4 4 4 GL GLASS(TEMPERED) / HM HOLLOW METAL FRAME M 4 TEMP M 4 MFR MANUFACTURER SUPPLIED P PAINT o SF ALUM STOREFRONT DOOR SYSTEM F FG L STL-KD STEEL-KNOCKDOWN FLUSH FULL FLUSH w/LOUVER TS TRANSPARENT STAINED FINISH DOOR GLASS SC-WD SOLID CORE HARDWOOD (E) EXISTING DOOR TYPES PROJECT NUMBER: 220241 DOOR & GLAZING STANDARDS SFA Design Group SOLID CORE WOOD DOORS: TI • SC-WD: MATCH BUILDING STANDARD DOOR TYPE AND FINISH KNOCKDOWN FRAMES: PARK 217 - BUILDING 4 • STL-KD: MATCH BUILDING STANDARD TIMELY FRAMES,COLOR: BLACK(PAINT 12100 SW GARDEN PLACE ALL EXISTING DOOR FRAMES BLACK TO MATCH) HARDWARE: TIGARD, OREGON 27223 �` • ALL DOOR HARDWARE&INSTALLATION TO MEET ACCESSIBILITY REQUIREMENTS • DOOR HARDWARE SUPPLIER TO PROVIDE BALANCE OF HARDWARE APPROPRIATE FOR USES AS REQUIRED FOR 100%INSTALLATION • PROVIDE WALL OR FLOOR DOOR STOPS AT ALL DOORS ACCESSIBLE LEVER DOOR HARDWARE: • PROVIDE NEW LEVER STYLE BUILDING STANDARD DOOR HARDWARE AT ALL R R NEW AND EXISTING WOOD DOORS.VERIFY LOCKING WITH TENANT PRIOR TO CONSTRUCTION. FRAMELESS GLASS OPENINGS: TEMP 0 TEMPERED 1/2"THICK CLEAR GLASS • GYPSUM BOARD WRAPPED OPENINGS PER DIMENSIONS LISTED ON PLANS- , 2 FIELD VERIFY PRIOR TO ORDERING GLASS • 1-1/2"SURFACE MOUNTED U-CHANNEL AT TOP OF GLASS, BLACK SINGLE OPENING DOOR WITH RELITE • 1"SURFACE MOUNTED U-CHANNEL AT BOTTOM OF GLASS, BLACK • PROVIDE SILICONE CAULK AT ALL SEAMS. D DOOR FRAME TYPES 0 S 7'-6 1/2"F.V. 8'-7"F.V. 14._5 1/4 F.V. DOOR SCHEDULE KEYNOTES a SHEET TITLE: N 1.� PASSAGE ET DOOR & REL/TE 2. OFFICE LOCKETCKET 3. PROVIDE TOUCHLESS DOOR OPENER(STEP N PULL, BLACK OR SIMILAR) 4. PROVIDE J-BOX AND NECESSARY DOOR HARDWARE FOR TENANT-PROVIDED SCHEDULES & o SECURITY CARD ACCESS. TYPES 4 4 M M e Fp g 0 FRAMELESS SYSTEM DRAWN BY: XXX a LL DATE ISSUED: a REVIEW SET 09.10.20 s WINDOW TYPES PERMIT SET 09.14.20 CONSTRUCTION SET XXXXXX N 0 3 a w SHEET: A700 E LRS Architects,Inc.02020 e m L N 9 Lf GENERAL NOTES A R C H I T E C T S 720 NW Davis 503.221.1121 1f A. THIS DRAWING DEPICTS EXISTING CONDITIONS FOR REFERENCE Suite 300 503 221.2077 D ONLY.VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND REPORT ALL DISCREPANCIES TO ARCHITECT. Portland OR 97209 www.Irsarchitects.com B. DIMENSIONS ARE TO FACE OF FINISH, UNO. DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALE. C. SEE FINISH SCHEDULES FOR MORE INFORMATION. PAINT FINISH NOTES UM A. REPAINT ENTIRE SUITE-ASSUME 25% OF WALLS TO BE AN ACCENT J�/� • COLOR. VERIFY WITH TENANT PRIOR TO CONSTRUCTION. t� 'G . B. PAINT BOTTOM AND SIDES OF SOFFITS TO MATCH ADJACENT CEILING pum COLOR LINO. C. PAINT ALL NON-NOTED MISCELLANEOUS ITEMS TO MATCH ADJACENT QF FINISH COLOR LINO. D. INTERIOR PAINTS ARE TO HAVE THE FOLLOWING SHEENS UNO: • WALLS- EGGSHELL • CEILINGS&SOFFITS- FLAT • DOORS, DOOR FRAMES, CASINGS AND MILLWORK-SEMI-GLOSS LEGEND: CONSULTANT: F FLAT V VELVET E EGGSHELL S SATIN G SEMI-GLOSS H HIGH GLOSS Y EPDXY T INTUMESCENT CASEWORK NOTES A. EURO STYLE BOXES WITH FULL OVERLAY DOORS AND DRAWERS. B. PLASTIC LAMINATE CABINETS WITH MATCHING 3 MM SOLID EDGE BANDING. C. WHITE MELAMINE INTERIORS LINO(GRAY AT PULL OUT TRASH BINS AND BLACK WHERE PLAM IS DARK. D. PROVIDE COMMERCIAL GRADE EURO HINGES, FULL EXTENSION SLIDES AND QUIET SELF-CLOSING HARDWARE. E. SCRIBE FIT FILLER STRIPS TO FINISH ALL CASEWORK AT ALLS AND CEILINGS, FILLER STRIP TO MATCH CASEWORK. F. PROVIDE FINISHED PANEL(S) ON ALL EXPOSED N102 CONFERENCE SIDES/BACKS/ENDS/UNDERSIDES. 101 IT i 102 ' LEGEND P-1 % PAINTTAG STORAGE PRIVATE PRIVATE PRIVATE �' INDICATES FINISH DIRECTION os Z OFFICE OFFICE OFFICE 105 104 103 car-i FLOOR FINISH I i I I I I I i i PROJECT NUMBER: 220241 ENTRY KEYNOTES SFA Design Group I Z Z Z 2 1O PROVIDE NEW CARPET TO MATCH EXISTING AT EXECUTIVE OFFICE. TI E100 PARK 217 - BUILDING 4 OPEN OFFICE F—_---- 111 1 ------„ 12100 SW GARDEN PLACE Lvr-� U j TIGARD, OREGON 27223 OPEN OFFICE 1 i 107 v E107 ■ E108E)C E109 REF I E)C (NIC) OPEN OFFICE (E)sv n7 sv BREAKROOM 113 110 N FINISH MATERIAL SCHEDULE MENS G (D WOMEN rl 1O o G (D 3+ E) o F11, EXECUTIVE QCZ )CP CARPETP-1 PAINT EXISTING CARPET TO REMAIN UNLESS NOTED OTHERWISE. PROTECT DURING MFR: CONSTRUCTION. PATCH CARPET TO COLOR: MATCH EXISTING WHERE WALLS ARELOCATION: WALLS ------------------- REMOVED OR AFFECTED BY R CONSTRUCTION. P-2 PAINT SHEET TITLE: MFR: S COLOR: INTERIOR VT-1 LUXURY VINYL TILE LOCATION:ACCENT 8 MFR: SHAW FINISH PLAN PRODUCT: TERRAIN II WD-1 WOOD COLOR:TBD MFR: o THICKNESS: COLOR: 2 SEAMS: LOCATION: STYLE: 'e CONTACT: S-1 CULTURED STONE aRB-1 RUBBER BASE MFR: DRAWN BY: XXX y TYPE: EXISTING BASE TO REMAIN UNLESS NOTED DATE ISSUED: OTHERWISE. PROVIDE BASE TO MATCH a EXISTING AT ALL NEW WALLS AND REVIEW SET 09.10.20 AFFECTED AREAS. PERMIT SET 09.14.20 0 CONSTRUCTION SET XXXX.XX 0 1. INTERIOR FINISH PLAN S d SCALE: 118"= V-0" E E SHEET: A801 a m LRS Amnrtecrs,Inc 02020 W Lf GENERAL NOTES ARCHITECTS 720 NW Davis 503.221.1121 loil? A. THIS DRAWING DEPICTS EXISTING CONDITIONS FOR REFERENCE Suite 300 503 221.2077 D ONLY. VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND REPORT ALL DISCREPANCIES TO ARCHITECT. Portland OR 97209 www.irsarchitects.com B. DIMENSIONS ARE TO FACE OF FINISH, UNO. DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALE. C. ALL NEW& EXISTING OUTLETS, SWITCHES AND COVERPLATES TO BE WHITE. PROVIDE AS NEEDED. D. WHEN NEW LIGHT SWITCHES ARE ADDED TO ANY PORTION OF THE SUITE, REPLACE ALL EXISTING LIGHT SWITCHES WITH NEW BUILDING 11��►1��� -''��1I((►► STANDARD OCCUPANCY SENSOR SWITCHES. E. FURNITURE INDICATED ON PLANS IS FOR REFERENCE ONLY. VOF F. ALL FIXTURES SHOWN ARE ASSUMED NEW VNO. G. ALL LOW VOLTAGE CABLING TO BE PROVIDED BY TENANT. GC TO � PROVIDE J-BOX WITH RING AND STRING AT LOCATIONS SHOWN. H. EXISTING POWER AND DATA SHOWN FOR REFERENCE ONLY. CONFIRMPO LOCATIONS ONSITE. LEGEND CONSULTANT: WALL FIXTURES PHASE OF FIXTURE HEIGHT OF FIXTURE (IF NOT NEVA (IF NOT STANDARD) E=EXISTING R=RELOCATED FIXTURE OPTIONS ® BLANK DUPLEX RECEPTACLE OUTLET OPTIONS: 240V d=DEDICATED GFI-GROUND FAULT INTERRUPTION © ELEC BOX DUPLEX OUTLET WITH USB POWER OUTLET V TENANT PROVIDED LOW VOLTAGE DROP PROVIDE J-BOX W/RING&STRING ® THERMOSTAT N102 C NFERENCE 101 N N $ SINGLE POLE SWITCH _ 8'-7 3/4" TT SWITCH OPTIONS: "� r' I� — l 2=3-WAY POLE .J� 3= WAY POLE N F c DIMMER N FAN " 1 OS=OCCUPANCY SENSOR N tl IN NI Lt)_Qt�J CA CARD ACCESS- GC TO PROVIDE J-BOX WITH RING AND STRING " --- -FORAGE -- PRIVATE -- PRIVATE -- PRIVATE NJ " 08 " 1061 N OFFICE OFFICE OFFICE FLOOR FIXTURES I N 105 104 i 103 1 I I r tl I N N i i N N N O RECESSED FLOOR BOX- INCLUDE I N N N N N I .48 PROJECT NUMBER: 220241 L -__ ------� ------ ----`� I POWER/DATA/PHONE AND (3)HDMI __1 T N I I " " I I " " I 1 N F--- 1 i CABLES TO TV N N \\1—_____J " I \\1---_--J NOS \1 ------- NN i EMR CA x N __� --� N � N I d N, ; SFA Design Group 41 NrI N 0 • I T' R E100 PARK 217 - BUILDING 4 OPEN OFFICE 12100 SW GARDEN PLACE TIGARD OREGON 27223 OPEN OFF/CE NI r___, r--- T--- , r---T---J r---l II 1 11 N '—__� 107 I I I 1 N II 1 I 1 I 1 I ------T____-- 1 KEYNOTES I I I i I I Fjj N N PROVIDE POWER DOWN COLUMN FOR TENANT-PROVIDED DESKS(ASSUME 34 I 1 DESKS PER CIRCUIT). FURR OUT COLUMN AS REQUIRED FOR CONDUIT TO BE I i i CONCEALED. PROVIDE POWER/DATA/PHONE TO ALL 6 DESKS NO E107 x I T -- l r-- l --r O " " i i x i ; -_J FURNITURE WHIPS). L---J L---1---J L_--1___J __J I E108 E109 REF I `------J ______ O PROVIDE RECESSED CORE DRILL WITH SMURF TUBE TO BOX BEHIND (MC) I TENANT-PROVIDED TELEVISION.CONFIRM LOCATION WITH TENANT PRIOR TO 1 N OPEN OFFICE 1 1 BREAKROOM 113 I CONSTRUCTION. 110 --r I -- m r 1 O COMPUTER AND CABLE BOX FOR TENANT-PROVIDED TV TO BE LOCATED IN " �___ eo Q-- i i N 3 CABINET BELOW OR ADJACENT. PROVIDE SMURF TUBE FROM BEHIND TV TO MENS WOMENS 1 �+ .ee- --� L __J 10B 109 GT HG N _ " I N N _ ---__ I i CABINET. 3+ BD TS m-� N O10'-5112"i N iii i ' ------ i ~ 4 PROVIDE POWER AND SPACE FOR(3)HDMI CABLES RECESSED IN WALL BEHIND u 1 N I EXECU7/ I I ; N O TENANT-PROVIDED TELEVISION. w O u 1 OFFICE I I N N g I N it I I 11 111 L___J I I S LL T HG L_—_ I I I I 4 i I o li ♦ (�_---{� ___J L___J SD T � J I I I I I ly O N O N K .l I I I II I 1 N ® I 0 SHEET TITLE: ti s FFE & POWER PLAN E a 0 0 a 0 d DRAWN BY: XXX LL N DATE ISSUED: A a REVIEW SET 09.10.20 a PERMIT SET 09.14.20 ti ry � CONSTRUCTION SET XX.XX.XX g 1. FURNITURE & POWER PLAN a SCALE: 118"= 1'-0" E s SHEET: A821 IRs AmnlrecK Inc.0 2020 A a GENERAL NOTES A. THIS DRAWING DEPICTS EXISTING CONDITIONS FOR REFERENCE ONLY.VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND REPORT ALL DISCREPANCIES TO ARCHITECT. L f B. ALL DIMENSIONS ARE TO FACE OF FINISH, LINO. p DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALE. A R C H I T E C T S C. SEE FINISH SCHEDULES AND FINISH NOTES FOR ADDITIONAL INTERIOR FINISH INFORMATION. 720 NW Davis 503.221.1121 tR REF i A841 D. PROVIDE SOLID BLOCKING AT ALL WALL MOUNTED Suite 300 503 221.2077 D ACCESSORIES WHERE NOTED ON ELEVATIONS. (NIC) i Portland OR 97209 www.irsarchitects.com B BREAK ROOM -------' 110 i DISTRESSED DISTRESSED DISTRESSED _ WOOD W/STEEL WOOD W/STEEL WOOD W/STEEL FLAT BAR EDGE 3'.6^ FLAT BAR EDGE FLAT BAR EDGE AND EPDXY FINISH. AND EPDXY FINISH. AND EPDXY FINISH. j 2 2 r `�-- A841 A C A841 CULTURED STONE CULTURED STONE CULTURED STONE Mum I 4� WRAPPING WRAPPING WRAPPING � SUPPORT WALL. SUPPORT WALL. o SUPPORT WALL. O in 19 I o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PROVIDE FINISHED TRIM AT VERIFY LOCATION EDGE OF STONE, CONSULTANT: OF DUPLEX/USB CC TYPICAL 3'-6" L 6-01/2" l'-4" 13'-8" OUTLETS WITH TENANT 1. ENLARGED BREAK ROOM PLAN 2A. BREAK ROOM TABLE 2B. BREAK ROOM TABLE 2C. BREAK ROOM TABLE SCALE: 114"= 1'-0" SCALE: 1/4"= V-0" SCALE: 1/4"= V-0" SCALE: 1/4"= 1'-0" '4 in DISTRESSED DISTRESSED WOOD W/STEEL WOOD W/STEEL FLAT BAR EDGE FLAT BAR EDGE EXECUTIVE AND EPDXY FINISH. AND EPDXY FINISH. OFFICE 112 O j5 IL 4 p A A841 w O v > B PROJECT NUMBER: 220241 I I O � 14'-03/4" +/-8'-3" Li I M a z SFA Design Group LU A941 A941 > TI PARK 217 - BUILDING 4 12100 SW GARDEN PLACE 3. ENLARGED EXECUTIVE OFFICE PLAN 4A. EXECUTIVE OFFICE LEDGE 4B. EXECUTIVE OFFICE LEDGE TIGARD, OREGON 27223 SCALE: 1/4"= 1'-0" SCALE: 1/4"= I'-O" SCALE: 1/4"= 1'-0" I t I I I I A A841 � I I w I 0 I DISTRESSED WOOD W/STEEL s ENTRY DISTRESSED FLAT BAR EDGE 100 WOOD W/STEEL AND EPDXY FINISH R S I FLAT BAR EDGE AND EPDXY FINISH I 6 SHEET TITLE: J AB ,r ENLARGED B DISTRESSED 8 WOOD LEDGE PLANS & E r------------------- CULTURED STONE ELEVATIONS � I r----------------� i i j l FACED TO UNDERSIDE OF 6e C WOOD LEDGE LJ o ,' 19 A941 PROVIDE FINISHED TRIM AT - - DRAWN BY: XXX g EDGE OF STONE 5 CULTURED STONE 4 PROVIDERg DATE ISSUED: A941 A941 FINISHED TRIM AT EDGE OF STONE, CULTURED STONE REVIEW SET 09.10.20 TYPICAL PROVIDE OPAQUE PERMIT SET 09.14.20 0 WINDOW FILM CONSTRUCTION SET XXXXXX N O 5. ENLARGED ENTRY PLAN 6A. ENTRY LEDGE 6B. RECEPTION DESK 6C. RECEPTION DESK SHEET: SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" SCALE: 1/4"= V-0" SCALE: 1/4"= 1'-0" A841 E SHEET: LRS a,chirecfs,Inc®2020 a LRS Aichifecfs,Inc.02020 Lf HAFELE CONCEALED SHELF SUPPORT# A^ R C H I T E C T S 283.33.904 OR SIMILAR. FASTEN DIRECTLY TO 6" BLOCKING IN WALL PROVIDE(2)#8 SHEET METAL 720 NW Davis 503.221.1121 Y� SCREWS AT EA.BRACE Suite 300 503 221.2077 0 ATTACHMENT TO STRUCTURAL 20 GA.3 5/8"STUD BRACING TO FB 1/4x4 W/q"0 x 2" MEMBER TYP. STRUCTURE @ 8'-0"O.C. Portland OR 97209 www.Irsarchitects.com LAG BOLTS TYP PROVIDE 2"X 1/8"LIGHT&SOUND 3'-0"A.F.F. DISTRESSED WOOD WITH AN EPDXY FINISH FOR SEALING GASKET CONTINUOUS BETWEEN WALL&CEILING n I � A SMOOTH CONSISTENT SURFACE AT ALL rn iv EXPOSED AND SEMI-EXPOSED SURFACES VERIF_YHEIGHTO. DISTRESSED WOOD WITH FB 1/4x4 W/J"0 x 2" LAG BOLTS TYP AN EPDXY FINISH AT ALL 3'4" 3-0"MIN. fj}jsl EXPOSED AND PROVIDE(2)FASTENERS @ EA. C:Pl L SEMI-EXPOSED SURFACES BRACE STUD CONNECTION TO TOP I iv OF WALL STUD PROVIDE SOUND BATTING ABOVE PROVIDE BLOCKING AS CONCEALED STEEL ANGLED SUPPORT AS CEILING TILES AT LEAST T-0"ON EITHER SIDE OF WALL WHERE REQUIRED REQUIRED NOTED ON RCP Le 'iii• 3-5/8"25 GA.(362S125-18)MTL PARTIAL HEIGHT WALL AS SCHEDULED STUDS @ 24"O.C.WITH 5/8"GYP. OF CULTURED STONE FACE TO FLOOR BD.EACH SIDE. PROVIDE 3"SOUND iq ATTENUATION BATT INSULATION N FRICTION FIT IN STUD SPACE AND THIN SET MORTAR ACOUSTIC SEALANT @ CEILING GRID. GYPSUM BOARD, PAINTED POWDER DRIVEN ANCHOR AT 2'-0"O.C.THRU MTL. CONSULTANT: BASE AS SPECIFIED BASE ON BOTH SIDES AS STUD TRACK,UON INTERIOR SIDE SPECIFIED T.O. FIN._FLR� EXISTING SLAB 7. CONCEALED BRACKET SHELF 4. RECEPTION DESK 1. BUILDING STANDARD PARTITION SCALE: 3"= 1'-0" SCALE: 1"= 1'-0" SCALE: 12"= 1'-0" CONTINUOUS TRACK WITH FASTENER TO TOP PLATE 1/8"STEEL 8" FB 1/4x4 W/4"0 x 2" LAG BOLTS TYP PROVIDE LIGHT&SOUND SEALING 1/8"COVER PLATE GASKET CONTINUOUS BETWEEN WALL&CEILING AND WALL& 3'-8"A.F.F. 18 GA.DEFLECTION CHANNEL --- ---------- - - — ---- EXISTING CONCRETE COLUMNS DISTRESSED WOOD CAP WITH iv WHERE APPLICABLE SECURE TO METAL DECK W/ 1/4"DIA.Xt-1/2"POWER STEEL FLAT BAR EDGE&EPDXY -------__ ACTUATED DRIVEPINS INTO 1" FINISH DISTRESSED WOOD WITH CONCETE FILLED FLUTES @ 18" AN EPDXY FINISH AT ALL O.C. OR#8 S.M.S INTO METAL O EXPOSED AND DECK @ 18"O.C. PROVIDE FOR c 3-5/8"25 GA.(362S125-18)MTL D SEMI-EXPOSED SURFACES CONTINUE 3/4"DEFLECTION. • STUDS @ 24"O.C.WITH 5/8"GYP. GYP.BD.TO BD. EACH SIDE CEILING HSS 3X!%1/8 CONCEALED STEEL ANGLE FULL HEIGHT :' 3sre .r.yB PROVIDE 3x3x1/8 HSS TUBE STEEL SUPPORT AS REQUIRED BPSE PLATE WITH a SUPPORTS AT 48"O.C. INSIDE 'DIA.TITEN � ___-� w '� 1/2" CEMENT BOARD HD Mph EXPOSED WALL ENDS TO FULL WALL Lr SECTIONA x HEIGHT AND MOUNT TO FLOOR WITH THIN SET MORTAR 3/8"PLATE STEEL. I1 LL i U CULTURED STONE TO 3-5/8"25 GA(3625125-18)MTL LU In FLOOR STUDS @ 24"O.C.WITH 5/8" GYP.BD.EACH SIDE. EXTEND PROJECT NUMBER: 220241 9 MTL STUDS AND GYP.BD. FULL HEIGHT TO UNDERSIDE OF POWDER DRIVEN ANCHOR STUD AT TRACK, i .' STRUCTURE ABOVE. PROVIDE SFA Design Group O.C.THRU MTL. STUD TRACK, UON 3"SOUND ATTENUATION BATT I 1NI JI INSULATION FRICTION FIT IN SECTION A i � STUD. 1 ,� U POWDER DRIVEN TI ANCHOR AT 2'-0"O.C. BASE ON BOTH SIDES AS SPECIFIED ,' THRU MTL.STUD BASE ON BOTH SIDES AS TRACK,UON SPECIFIED PARK 217 - BUILDING 4 —_ — — EXISTING SLAB — 12100 SW GARDEN PLACE EXISTING sua6 TIGARD, OREGON 27223 8. 51-0" HIGH PARTIAL HEIGHT WALL 5. CONCEALED BRACKET SHELF W1 STONE BELOW 2. FULL HEIGHT PARTITION SCALE: I"= 1'-0" SCALE: 3"= 1'-0" SCALE: 12"= 1'-0" 13/8" EXISTING STRUCTURE + 1/2"TEMPERED GLASS IN ALUMINUM U-CHANNEL(BLACK) 1/8"COVER PLATE CONTINUOUS TRACK WITH FASTENER TO TOP PLATE 1/8"STEEL (3)#8 SCREWS @ GLB(1)#8 20 GA,6"MTL. STUDS W SCREWS @ 2X PURLINS FLANGES3CONT1 3/8 ° ° I 3-518"25 GA. (362S125-18)MTL JE 20 GA. 3 1/2"MTL STUD STUDS @ 24"O.C.WITH 5/8"GYP. (2)#6 SCREWS TYP.AT (3505137-33)W/13/8" i BD. EACH SIDE EACH STUD. FLANGE BRACE @ 8'-0" HSS 3X3218 S + O.C.W/(3)#8 SCREWS FULL HEIGHT 4 + AT EA. END � ,x� x PROVIDE 3x3xl/8 HSS TUBE STEEL v ATTACHMENT BASE PLATE WITH SHEET TITLE: (2)318"01A.9 TITEN HD EXPOSED WALL ENDS TO FULL WALL MTL. STUDS(362S137-33) @ 24"O.C. SECTIONA HEIGHT AND MOUNT TO FLOOR WITH INTERIOR 8 ? 3/8"PLATE STEEL. 20 GA.TOP&BOTTOM DETAILS METAL TRACK(362T150-33) w g 8 5/8"GYP BOARD POWDER DRIVEN ANCHOR AT 2'-0" e O.C.THRU MTL.STUD TRACK, LON C VERIFY HEIGHT ------- _--_---__—__ SECTION A x _ DRAWN BY: CAH SUSPENDED CEILING BASE ON BOTH SIDES AS SPECIFIED DATE ISSUED: 7'_0" SYSTEM � $ 5" 1/2"TEMPERED GLASS IN EXISTING SLAB REVIEW SET 09.10.20 o - - ----- -- - VERIFY ALUMINUM U�HANNEL PERMIT SET 09.14.20 (BLACK) CONSTRUCTION SET XXXX.XX W g 6. SOFFIT DETAIL @ ACP 3. PARTIAL HEIGHT WALL SHEET: SCALE: 1-12 V-0" SCALE: 1"= 1'-0" d E SHEET: A941 a LRS Amhikck,Inc 02020 m c a LRS Aichikcts.Inc.©2020