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Plans (17) BUP2020 -00048 Lf JEWISH FEDERATION T . I . ARCHITECTS RECEIVED 720 NW Davis 503.221.1121 19 Suite 300 503 221.2077 0 FEB 19 2020 Portland OR 97209 www.irsarchitects.com CITY OF TIGARD 9900 SW GreenburgRd , Suite 220 Tigard , OR 97223 BUILDING DIVISION PERMIT SET 011910 �A EXANOER B. RALGG H PROJECT DIRECTORY CODE SUMMARY BIDDER DESIGN NOTES (CONT.) TIGARD, OREGON OWNER REPRESENTATIVE: I. PROJECT INFORMATION: AND PAY FOR ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR 61 � MADRONA GREENBURG,LLC CONTACT PERSON PROJECT NAME: JEWISH FEDERATION T.I. PERMITS. `O� co PROJECT ADDRESS: 9900 SW GREENBURG RD 3. GC TO COORDINATE WITH ALL SUBS ON CODE REQUIRED ACCESS PANELS IN 210 S.W. MORRISON ST, SUITE 600 JULIA WINKLER SUITE 220 CEILINGS AND WALLS.ALL NEW ACCESS PANELS TO HAVE DOOR FACED RECESSED PORTLAND,OR 97204 JULIA@WINKLERCOMPANIES.COM TIGARD, OR 97223 FOR GYPSUM BOARD INFILL WITH CONCEALED FLANGE FOR GYPSUM BOARD MAP/TAX LOT: 1S126DC03300 INSTALLATION, CONCEALED HINGES AND PUSH TO RELEASE LATCH. BUILDING TYPE: V-B BUILDING OCCUPANCY: B- BUSINESS AREA OF WORK: NEW SHARED CONFERENCE RM.: 738 R.S.F. MECHANICAL-BIDDER DESIGN CONSULTANT: ARCHITECT: SUITE 220:4,450 R.S.F. 4. MECHANICAL SYSTEM AND REQUIREMENTS ARE BIDDER DESIGN. SUBMIT PLANS PROJECT DESCRIPTION: T.I. INCLUDES CREATING A NEW BUILDING CONFERENCE ROOM, AND SPECIFICATIONS TO ARCHITECT FOR COORDINATION WITH ARCHITECTS SITE LOCATION LRS ARCHITECTS CONTACT PERSON MINOR DEMOLITION OF INTERIOR PARTITIONS, CREATE 3 NEW DRAWINGS. PLANS TO INCLUDE THERMOSTAT ZONING APPROVED BY OWNER AND 720 NW DAVIS,STE 300 PETER KIM OFFICES, 1 NEW WORK ROOM, 1 NEW STAFF RM., & 1 ARCHITECT PRIOR TO CONSTRUCTION. CONFERENCE RM. 5. PREPARE A WRITTEN SCOPE OF HVAC WORK WITH BID.THIS IS TO INCLUDE NEW PORTLAND,OR 97209 PKEQUIPMENT, NUMBER OF ZONES, DESCRIPTION AND QUANTITY OF CONTROLS AND WWW.LRSARCHITECTS.COM W.LRSARCHITECTS.COM II. JURISDICTIONAL CODES: THERMOSTATS, ETC. OWNER WILL REVIEW SCOPE OF WORK PROPOSED PRIOR TO .r "^«' 2018 INTERNATIONAL BUILDING CODE (IBC) « u T:503.221.1121 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) ACCEPTANCE OF BID. e 2018 INTERNATIONAL EXISTING BUILDING CODE(IEBC) 6. PROVIDE CERTIFICATION THAT AIR QUALITY REQUIREMENTS OF CURRENT CODES GENERAL CONTRACTOR: 2019 OREGON MECHANICAL SPECIALTY CODE (OMSC) WILL BE MET FOR EACH OCCUPANCY USE WITHIN THE TENANT IMPROVEMENT 2018 INTERNATIONAL FIRE CODE AREA. 0 JHC COMPANIES CONTACT PERSON " 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE(OZERCC) 7. VERIFY THE SUITABILITY AND CONDITION OF SCHEDULED EQUIPMENT TO BE 11125 SW BARBUR BVLD PATRICK MCCARTHY 2017 OREGON PLUMBING SPECIALTY CODE (OPSC) RE-USED OR RELOCATED. DETERMINE ITEMS THAT NEED TO BE REPAIRED OR PORTLAND,OR,97219 PMCCARTHY@JHC-COMPANIES.COM 2017 OREGON ELECTRICAL SPECIALTY CODE (OESC) REPLACED. PRICE THESE ITEMS SEPARATELY AND AS EXCEPTIONS/ 2009 ICC-ANSI A117.1 CLARIFICATIONS IN BID T:503.624.7100 8. BALANCE HVAC SYSTEM TO TENANT AND BUILDING OWNERS SATISFACTION. TOUR 111.ADA ACCESSIBILITY UPGRADES EXISTING CONDITIONS AND CONTACT OWNER FOR QUESTIONS PRIOR TO BID. 1. BUILDING HAS BEEN UPGRADED ACCORDING TO THE ACCESSIBILITY UPGRADES LIST AS g, CLEAN ALL NEW AND EXISTING HVAC GRILLS AND DIFFUSERS SCHEDULED TO OUTLINED IN OSSC 3411. REMAIN.ALL DUCTWORK BEHIND THE GRILLS SHALL BE A UNIFORM DARK COLOR. 10.AT COMPLETION, PREPARE AND SUBMIT AN AIR BALANCING REPORT TO THE VI. EMERGENCY SYSTEM STANDARDS: OWNER. DRAWING INDEX 11.PROVIDE 100% FRESH AIR SUPPLIED TO THE ENTIRE TENANT SPACE THREE CALENDAR N DAYS PRIOR TO THE FIRST DAY AFTER SUBSTANTIAL COMPLETION. PROVIDE 100% SHEET NUMBER SHEET NAME 1. IF BUILDING IS FULLY SPRINKLERED(NFPA 13). MAKE CODE MINIMUM CORRECTIONS AS FRESH AIR WITHOUT MAKING OTHER TENANTS UNCOMFORTABLE. REQUIRED PER NEW PLAN. CS COVER SHEET 2. IN BUILDINGS WITH EXISTING SMOKE DETECTORS: PROVIDE CODE MINIMUM ELECTRICAL-BIDDER DESIGN VICINITY MAP CODE ANALYSIS CORRECTIONS AS REQUIRED. SMOKE DETECTORS TO BE TIED TO THE BUILDING ALARM A100 A101 CODMISCCODE INFORMATION SYSTEM. SCALE: NOT TO SCALE 3. IN BUILDINGS EQUIPPED WITH AN EXISTING VISUAL STROBE SYSTEM: PROVIDE CODE 12.ELECTRICAL SYSTEM AND REQUIREMENTS ARE BIDDER DESIGN. LIGHTS AND " A201 DEMO& FLOOR PLANS ELECTRICAL INFORMATION ON DRAWINGS IS PROVIDED FOR REFERENCE ONLY MINIMUM CORRECTIONS AS REQUIRED. IF A SYSTEM DOES NOT EXIST, DO NOT ADD ONE. A401 DEMO& REFLECTED CEILING PLANS AND IS INTENDED TO SHOW FIXTURE TYPES AND DESIGN INTENT. TRUE NORTH 4. PROVIDE EMERGENCY SYSTEM LIGHTING WITH NO LESS THAN 1 FOOT-CANDLE AT THE A980 INTERIOR DETAILS SUBMIT ELECTRICAL DESIGN TO ARCHITECT FOR COORDINATION. ELECTRICAL A981 INTERIOR DETAILS FLOOR LEVEL ALONG ENTIRE EGRESS PATH PER CURRENT NATIONAL ELECTRICAL CODE 13.PLANS TO INCLUDE LOCATIONS FOR ALL LIGHTING, EMERGENCY LIGHTING,AND REQUIREMENT. FIRE-LIFE SAFETY FIXTURES. SUBMITTAL TO INCLUDE PROJECTS CUTSHEETS AND 5. PROVIDE EXIT SIGNAGE. EXIT SIGNAGE SHALL BE CONNECTED TO BUILDING POWER PHOTOMETRIC CALCULATIONS. ELECTRICAL DESIGN MUST BE APPROVED BY SUPPLY WITH BATTERY BACK-UP FOR MIN 1-1/2 HOUR DURATION. EVERY 100' IN OWNER AND ARCHITECT PRIOR TO CONSTRUCTION. CORRIDORS, AND IN SPACES WHERE 2 MEAN OF EGRESS ARE REQUIRED PER SECTION 14.COMPLY WITH ALL JURISDICTIONAL ENERGY CODES AND PROVIDE ENERGY SIGN SEE ELECTRICAL DRAWINGS. CEI INGHE INDICATING"EXIT"TEXT SIDE OF SIGN) CALCULATIONS IF REQUIRED. 1� = " GREENBURG COMMONS SIGNS SHOWN IN CORRIDORS ARE CEILING HUNG. SIGNS SHOWN ON WALL ARE WALL HUNG. 15.COORDINATE ELECTRICAL REQUIREMENT FOR MECHANICAL SYSTEMS PROJECT NUMBER: 220029 UNDER SEPARATE PERMIT (THROUGH DEFERRED SUBMITTAL) `6. PROVIDE CODE MINIMUM FIRE ALARM CONNECTIONS AS REQUIRED. 16.I1F AN OVERRIDE SYSTEM EXISTS, PROVIDE EACH TENANT SPACE WITH AN 7. SURVEY EXISTING CONDITIONS OF ENTIRE FLOOR THAT PROJECT OCCURS,AND PROVIDE OVERRIDE SWITCH FOR FULL-SERVICE BUILDINGS. . MECHANICAL SYSTEMS NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER WITH RATING OF NOT LESS THAN 17.SWITCHING FOR LIGHTING IS INDICATED IN THE DRAWING FOR REFERENCE ONLY Jewish Federation ELECTRICAL SYSTEMS, INCLUDING EGRESS LIGHTING 2A 10B/C FOR EACH 1,500 S.F. OF FLOOR AREA OR FRACTION THEREOF. TRAVEL AND IS INTENDED TO ONLY SHOW SWITCH LOCATIONS, REQUIREMENTS FOR DUAL PLUMBING SYSTEMS DISTANCE TO AN EXTINGUISHER FROM ANY PORTION OF THE BUILDING SHALL NOT SWITCHING,AUTOMATIC AREA SHUT OFF CONTROLS AND ALL OTHER CODE SPRINKLER SYSTEMS EXCEED 75 FEET. PROVIDE FIRE EXTINGUISHER IN ACCORDANCE WITH CURRENT CODES. REQUIREMENTS SHALL BE THE RESPONSIBILITY OF THE BIDDER DESIGN T.I. FIRE ALARM/DETECTION SYSTEMS PROVIDE NEW FIRE EXTINGUISHER AT ALL EXISTING CABINETS WHERE MISSING. ALL CONTRACTOR. PROVIDE A MINIMUM OF ONE SWITCH PER ROOM, UNLESS REUSED EXISTING FIRE EXTINGUISHERS ARE TO BE INSPECTED AND/OR RECHARGED,AS OTHERWISE INDICATED. NECESSARY,JUST PRIOR TO SUBSTANTIAL COMPLETION. 18.WHEN NEW LIGHT SWITCHES ARE ADDED TO ANY PORTION OF THE SUITE, J a ` 9900 SW Greenbur Rd 8. CONTACT OWNERS REPRESENTATIVE FOR INSTRUCTIONS WHEN SCHEDULING WORK ON REPLACE ALL EXISTING LIGHT SWITCHES WITH NEW OCCUPANCY SENSOR g , FIRE SPRINKLER&ALARM SYSTEMS SWITCHES. Suite 220 19.PROVIDE ILLUMINATED EXIT SIGNS AT REQUIRED EXIT DOORWAYS AND WHERE Tigard, OR 97223 NECESSARY TO INDICATE THE DIRECTION OF EGRESS WHEN THE EXIT SERVES AN OCCUPANCY LOAD OF FIFTY OR MORE. 20.PROVIDE VISUAL AND AUDIBLE ALARM SIGNAL APPLIANCES INTEGRATED INTO THE GENERAL NOTES BUILDING ALARM SYSTEM AS REQUIRED BY CURRENT JURISDICTION CODES AND REQUIREMENTS. PROVIDE ADDITIONAL ELECTRICAL SERVICE AS REQUIRED. 1. THE GENERAL NOTES ARE INTENDED TO CONVEY DESIGN INTENT QC/SUBMITTAL REQUIREMENTS COORDINATE REQUIREMENTS WITH BUILDING OWNER.ALARM LOCATIONS INDICATED ON PLANS ARE ONLY FOR REFERENCE. NOT OTHERWISE STATED IN THE DRAWINGS. 1. SUBMIT SUBSTITUTION REQUESTS ON CSI FORM TO ARCHITECT FOR APPROVAL. 21.PROVIDE SHOP DRAWINGS FOR ALARM SYSTEM LAYOUT AS REQUIRED BY CODE. 2. ALL WORK SHALL CONFORM TO THE CODES REFERENCED IN THE r ' ARCHITECTS DECISION IS FINAL WHETHER OR NOT A PROPOSED PRODUCT IS 22.VERIFY SERVICEABILITY AND REUSABILITY OF EXISTING ELECTRICAL EQUIPMENT, PROJECT SUMMARY AND TO CONDITIONS AND SPECIFICATIONS OF 1, ACCEPTABLE FOR SUBSTITUTION. AND REPAIR OR REPLACE AS NECESSARY. ALL GOVERNING AUTHORITIES. 2. SUBMIT COLOR DRAW- DOWNS OF PAINTS TO ARCHITECT AND OWNER FOR APPROVAL N 3. THE SITE PLAN AND SUITE LOCATION PLAN ARE FOR REFERENCE 23.VERIFY THE CAPACITY AND REUSABILITY OF EXISTING ELECTRICAL PANELS TO ONLY. SEE ALL OTHER SHEET PLANS FOR CONTRACT DOCUMENT PRIOR TO APPLICATION. MEET PROJECT REQUIREMENTS. n "I INFORMATION. THE PROJECT SUMMARY IDENTIFIES SOME SPECIFIC 3. APPLICATION OF MATERIALS TO SURFACES EXISTING OR PROVIDED UNDER THIS 24.KNOWN EXISTING ELECTRICAL AND PHONE/DATA OUTLETS HAVE BEEN INDICATED ON h' OSSC REQUIREMENTS BUT IS NOT INTENDED TO LIST ALL OSSC CONTRACT IMPLIES ACCEPTANCE AND SUITABILITY OF EXISTING CONDITIONS. THE DRAWING. ADDITIONAL EXISTING OUTLETS MAY EXIST AND SHOULD BE REQUIREMENTS. 4. ALL MATERIALS AND PRODUCTS USED ON THE JOB SITE SHALL BE "ENVIRONMENTALLY VERIFIED BY CONTRACTOR. SITE PLAN - 4. ALL WORK INDICATED ON DRAWINGS SHOULD BE CONSIDERED SAFE", LOW ODOR, AND NON FLAMMABLE. USE OF ANY PRODUCT NOT COMPLYING WITH 25.SMOKE DETECTION DEVICES INDICATED ON THE DRAWING ARE FOR REFERENCE SCALE.,NOT TO SCALE ti.,,,. ,...•• ,ss NEW AND IN CONTRACT UNLESS NOTED OTHERWISE. THIS CRITERIA MUST BE APPROVED BY THE BUILDING OWNER AND/OR ARCHITECT. ONLY. CONFIRM SPACING OF DETECTORS WITH DEVICE LISTING. 01ha 5. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE OR CLEANING 26.CLEAN AND REPAIR EXISTING SMOKE DETECTORS TO BE REUSED TO GOOD (D THROUGHOUT STRUCTURE DEEMED TO BE A RESULT OF HIS/HER WORK. THOROUGHLY WORKING CONDITION. TRUE NORTH CLEAN PREMISES UPON COMPLETION OF WORK, INCLUDING WASHING OF WINDOWS, SO 27.CLEAN NEW, EXISTING,AND RELOCATED LIGHT FIXTURES IN PROJECT AREA, OR IN THAT BUILDING IS READY FOR OCCUPANCY BY TENANT. INCLUDE CLEANING OF ADJACENT AREAS WITHIN AND AROUND THE BUILDING THAT ARE NOT PART TENANT IMPROVEMENTS, BUT WERE AFFECTED BY TENANT IMPROVEMENT CONSTRUCTION AND REPLACE BALLAST IN LIGHT FIXTURES AS REQUIRED TO RESTORE TO AREAS AFFECTED BY WORK OF THIS PROJECT,AT COMPLETION OF JOB. RELAMP TION WORKING ORDER. OPERATIONS. REPAIR/REFINISH ANY DAMAGE TO EXISTING FINISH SURFACES. 6. PROVIDE PRODUCT INFORMATION AND/OR SAMPLES OF ALL PRODUCTS AND MATERIALS 28.CLEAN AND REPAIR EXISTING EXIT SIGNS TO BE REUSED. REPLACE BATTERY AND/ USED IN PROJECT FOR ARCHITECT AND OWNER APPROVAL PRIOR TO INSTALLATION. OR BALLAST IF NOT IN GOOD WORKING CONDITION. $ 29.COORDINATE TELECOMMUNICATIONS AND MODIFICATION TO BUILDING ALARM SHEET TITLE: 7 7. CASEWORK SHOULD ADHERE TO NORTH AMERICAN ARCHITECTURAL WOODWORK a STANDARDS 3.1 2017"CUSTOM"GRADE UNLESS NOTED OTHERWISE. SYSTEM PROVIDED BY TENANT.VERIFY WITH TENANT LOCATION OF NEW OUTLETS COVERSHEET 8. INTERIOR WALLS TO BE LEVEL 4 SMOOTH FINISH IN ALL AREAS, UNLESS NOTED PRIOR TO INSTALLATION. g OTHERWISE. 30.REMOVE ALL UNUSED OR ABANDONED ELECTRICAL WIRING, EQUIPMENT,AND T r-j PHONE AND DATA CABLING. CONFIRM WITH OWNER PRIOR TO REMOVAL.ALL 9. FLOORING DIRECTION AND SEAMING LOCATIONS ARE TO BE APPROVED BY THE WIRING AND CABLING TO REMAIN SHALL BE SUSPENDED FROM STRUCTURE AS m 10.E ARCHITECT. REQUIRED BY CURRENT CODE. AS J PROVIDE FINISH MATERIALS MATCHING ESTABLISHED BUILDING STANDARD QUALITY, 8 UNLESS OTHERWISE INDICATED. PROVIDE COLORS APPROVED BY OWNER AND ® I y SPRINKLER-BIDDER DESIGN ARCHITECT. 8� a a IE 11.CONTRACTOR TO FILL AND PATCH EXISTING CONCRETE SLABS AND SHALL PROVIDE m £ SMOOTH UNIFORM SURFACE PRIOR TO NEW FLOOR COVERINGS TO BE INSTALLED. IN 31.AUTOMATIC SPRINKLER SYSTEM SUPERVISION: ALL VALVES INCLUDING THOSE IN AREA WHERE FLOOR IS TO BE LEFT EXPOSED, FLOOR TO BE MADE SUITABLE FOR PITS, SHALL BE MONITORED BY UL LISTED FIRE MARSHALL-APPROVED CENTRAL SPECIFIED FINISH LEVEL STATION.WATER FLOW AND HIGH/LOW PRESSURE FOR DRY PIPE SYSTEM IF USED.) CITY OF TIGARD SHALL BE SUPERVISED AS WELL AS OTHER FEATURES DEEMED NECESSARY BY AREA OF WORK REVIEWED FOR CODS COMPLIANCE DRAWN BY: 0JM CURRENT NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS. w ' DATE ISSUED: 02.19.20 E 32.PREPARE SPRINKLER SYSTEM SHOP DRAWINGS FOR COORDINATION WITH ApproVede �J 3 ARCHITECTS DRAWINGS BY ARCHITECT. OTCs PERMIT SET 02.19.20 BIDDER DESIGN NOTES 33.SUBMIT PROPOSED LOCATION FOR EMERGENCY LIGHTING, STROBES, SMOKE GENERAL DETECTION AND SPRINKLERS(IF REQ'D)TO ARCHITECT FOR REVIEW. PCtrtdt -Bak2 O91i-C�UPJ y��� Addreeg 1. WARRANTY ALL PARTS, LABOR, EQUIPMENT, AND MATERIAL PROVIDED UNDER THIS spite#1 CONTRACT OF A PERIOD OF ONE YEAR, UPON FINAL COMPLETION OF CONTRACT. 2. OBTAIN AND PAY FOR ALL PERMITS AND FEES TO COMPLETE THE WORK.OBTAIN $yt Dates o N' c S g z AREA OF WORK- 2nd FLOOR SHEET: mI Z LRS Architects,Inc.©2020 E SCALE: NOT TO SCALE a OFFICE COPY TRUE NORTH PLAN NORTH Lf ARCHITECTS 720 NW Davis 503.221.1121 1� Suite 300 503 221.2077 0 Portland OR 97209 www.irsarchitects.com � L41LL � LJIEG � FE - -- - - - -- - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - r - -- E4 A EXANDER B. BALOG `^ - - ---- - TIGARD, OREGON ,� -- \ RECEP. i i VDY - - OF O \2 OCC D EXIT ACCESS TRAVEL DISTANCE FROM MOST I I REMOTE POINT PER TABLE 1016.2: (N)SHARED \ ALLOWED DISTANCE: 300'MAX.LENGTH(SPRINKLERS PROVIDED) CO F. ROOM I I I ACTUAL DISTANCE= 179'-5" �� CONSULTANT: q°T�- - - t- - - - - - - - - - - - - - - - -641 SF@1:15= I NG200 43 OCC 79 SF @ 1:15c I COFFEE 10CC�6 I I CODE SUMMARY 10CC COMMON PATH TRAVEL DISTANCE FROM MOST 1 LA I (SEE EGRESS PLAN BELOW) REMOTE POINT BEFORE TWO WAYS PROVIDED CONF. 100'MAX.(SPRINKLERS PROVIDED)PER TABLE 1014.3; ROOM I REQUIRED EXITS PER SECTION 1015(OCCUPANT LOAD PER SECTION 1004) 202 ACTUAL DISTANCE=49'-8" � I - OCCUPANCY SPRINKLERED OCCUPANTLOAD REQUIRED PROPOSED rl LEVEL 2 > rE EXTC160SF B Y 60 2 2 OFFICE \ @ 215 1:15 �1 -���4� B(conf. rm) Y 43 1 1 e I = 1 Z - - � I 2 OCC 2 I 321 SF @ 11 OCC r BR 2K 1:15=22 OCCN, I MINIMUM DISTANCE ALLOWED BETWEEN EXITS PER 1015.2.1 - I OCCUPANCY SPRINKLERED REQUIRED PROPOSED LEVEL 2 I COMMON PATH TRAVEL DISTANCE FROM MOSTB Y 38'-5" 61'-1" I REMOTE POINT BEFORE TWO WAYS PROVIDED EXIT ACCESS TRAVEL DISTANCE FROM MOST REMOTE POINT PER TABLE 1016.2 100'MAX.(SPRINKLERS PROVIDED)PER TABLE 1014.3; 132 SF @ I ACTUAL DISTANCE=23'-8" OCCUPANCY SPRINKLERED REQUIRED PROPOSED _ I 1:150=i i \1 OCC i LEVEL 2 B Y 300' MAX 179'-5" 1 OCC 1 88w WORK i I I YR _ COMMON PATH TRAVEL DISTANCE BEFORE 2 WAYS PROVIDED PER TABLE 1014.3 OFFICE \\ I OCCUPANCY SPRINKLERED REQUIRED PROPOSED PROJECT NUMBER: 220029 LEVEL1 B Y 100' MAX 23'-8"],CC Jewish Federation T.I.2 3 I I I EGRESS PLAN LEGEND gI I OPEN — 9900 SW Greenbur Rd, OFFICE i I Ci Suite 220 �{ FEC SEMI-RECESSED FIRE EXTINGUISHER Tigard, OR 97223 ( 1,150 SF @ I CABINET EXACT LOCATION TO BE 1 OCC I L1:150=8 OCC J I OFFICE r 1 0 — — —1 I\ DETERMINED BY FIRE MARSHALL) I I X OCCUPANCY GROUP D I I I \ —_ X OCC ROOM OCCUPANT LOAD PER SECTION 1004 C (X OCC) TOTAL OCCUPANT LOAD PER SECTION OFFICE I I ( 1004 zn I I I \ +® � EXIT SIGN W/INTEGRATED I I I DIRECTIONAL ARROW. PROVIDE AT ALL I I I I \ EXITS, EVERY 100'IN CORRIDORS AND (_ — — _ — J i PER SECTION 1011 IN SPACES WHERE 2 11 OR MORE ARE REQUIRED.SEE 1 OCC 1 — — _ — 4k-- 0 START ELECTRICAL DRAWINGS. v^A EGRESS PATH(44"WIDE,LINO) OFFICE0 END 7Q°� E� OFFICE 1 OCC REQUIRED EXIT EGRESS 209 MINIMUM DISTANCE ALLOWED BETWEEN EXITS a PER SECTION 1015.2.1 EXCEPT.2(SPRINKLERS PROVIDED): a D ALLOWED DISTANCE: 115'4"(DIAGONAL DISTANCE)/3=38'-6"MIN. g OFFICE ACTUAL DISTANCE=61'-1" SHEET TITLE: 206 OFFICo7 - - CODE ANALYSIS a 8 E 0 0 g 1. EGRESS PLAN m SCALE. 118= 1'-0" . LL m DRAWN BY: OJM DATE ISSUED: 02.19.20 E E E c4 PERMIT SET 02.19.20 sr n' C g N O O O N O 3 a SHEET: A100 L O LRS Architects,Inc c 2020 E n 0 E Lf ARCHITECTS 720 NW Davis 503.221.1121 1,w� Suite 300 503 221.2077 0 Portland OR 97209 www.irsarchitects.com (SA EXANDER B. BALOG n TIGARD, OREGON ti OF CONSULTANT: TOWEL DISPENSER AND -JTII� II WASTE RECEPTACLE EXIT SIGN T HAND DRYER I COAT&UTILITY HOOK SOAP &4"MIN GRAB BAR, 18"MIN TYPICAL DOOR DISPENSER OPENING TO RAISED GRAB BAR,42"MIN CHARACTERS 12"MAX ACCESSORY ZONE Uj - 0`10 Q W 0 Q0 QO Q � C� CARD iA U m 0 m 0 6, U READER D00 � ~ � � � � o M E 42"MAX TYPICAL A T DOOR TOILET ROOM MOUNTINGS AC OU ACCESSORY EMTION 604.7) 1. ALL DIMENSIONS INDICATED ON THIS SHEET ARE CLEAR MINIMUM TO FACE OF FINISH. DIMENSIONS TO VISIBLE SYMBOLS,EACH FIRE ALARM SIGNAL/STROBE ANNUNCIATOR PANEL TOILET ROOM ACCESSORIES ARE TO THE CENTER LINE AS NOTED OR TO THE HIGHEST PORTION OF THE MIN. OPENING OR OPERATING DEVICE. EXISTING ELEVATOR 54"MAX FIRE EXTINGUISHER SIGN WALL MOUNTED FIRE MOUNTED PHONE EXTINGUISHER EMERGENCY POWER 2. ALL ITEMS INDICATED BELOW MAY NOT OCCUR ON THIS PROJECT. SEE PROJECT PLANS AND ELEVATIONS CALL BUTTON ELEVATOR TO COMPLY WITH MANUAL PULL RECESSED FIRE OFF PUSH BUTTON FOR ITEMS THAT OCCUR. 39"_41" GRAB BAR, 18"MIN AHJ.AND ADA EXTINGUISHER CABINET 3. SEE ARCHITECTURAL PLANS FOR ACCESSIBILITY AND/OR ADAPTABILITY CONFORMANCE IN THE ELECTRICAL OUTLET STATION TACTILE PROJECT NUMBER: 220029 HORIZONTAL PLAN LAYOUT 36"MAX GRAB BAR,42"MIN INTERCOM 4. SEE ARCHITECTURAL INTERIOR ELEVATIONS FOR DWELLING UNIT F.H.A.ADAPTABLE, AND/OR A.N.S.1. TYPE ELECTRICAL OUTLET TELEPHONE STATION C3 SIGNAGE A OR B DWELLING UNIT FIXTURE MOUNTING HEIGHTS, IF THEY OCCUR ON THIS PROJECT. 4"MIN AT CASEWORK OUTLET AND c4j E 4�BASE OF Jewish Federation 5. CONFORMANCE TO FIXTURE MOUNTING HEIGHT REQUIREMENTS ARE APPLICABLE IN ANY PUBLIC AREA OR ACCESSORY ZONE SWITCHES CHARACTER EMPLOYEE WORK AREA MORE THAN 1000 SF,AS THEY OCCUR PER PROJECT. z Oj &j F YO 0 a a 0-' 6. VERIFY ACCESSORY SIZE WITH MANUFACTURER TO ENSURE CONFORMANCE WITH REQUIRED MOUNTING E E_ w > O 0 z O Y LL o m LL O c7 zT.I. HEIGHTS- ' 0 O w w w w O E p z o z E z w 5 g - o r• a, E m � ink o � O Q � Q W P= a ir1 0 7. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS AS REQUIRED FOR PROPOSED AND FUTURE a v p ¢ z z w 0 o o °_° m ii, a a m U `v ACCESSORIES AND GRAB BARS MOUNTING FIXTURES. E. a p z N w 0 ao a a 0 q < q 0 m 9900 SW Greenburg Rd, 8. PROVIDE GYPSUM BOARD WRAP BEHIND FIXTURES AT WALLS DESIGNATED ON FLOOR PLANS AS —4 " E 00 O E 1.O 0 Suite 220 OPENING-PROTECTED WALLS. 9. ACCESSIBLE FIXTURES REQUIRE A CLEAR FLOOR SPACE CONTIGUOUS OR OVERLAPPING THE ACCESSIBLE 42"MAX ROUTE. FLOOR DRAINS SHOULD NOT BE PLACED IN THIS CLEAR FLOOR SPACE. 6-0" Tigard, OR 97223 10. EXCEPTION: DRAINS MAY RESIDE IN CLEAR FLOOR SPACE PROVIDED DRAIN HOLES DO NOT EXCEED 1/2" TOILET-RECESSED MOUNT TYPICAL AT ELEVATOR MISCELLANEOUS WALL MOUNTINGS o ACCESSORY ZONE(SECTION 604.7) 0 OTHER FIXTURES DIA. MAXIMUM;FLOOR SLOPE DOES NOT EXCEED 2/IN ANY DIRECTION;AND THE ELEVATION CHANGE AT LOWED IN THIS ARE 12"MIN 32"CLEAR AT W THE DRAIN LIP DOES NOT EXCEED 1/8". 3'jkj 4. 24"MIN A IBL ¢ 3 1/2"MAX 12"MAX 36"GRAB BAR w FOR PARALLEL REFLECTIVE SHELF AND "VERTICAL R APPROACH SURFACE POLE 17"TO 25" Cn AB BAR 12"MIN 4'-0" 15"MIN FOR 5"MAX w FORWARD FOR FORWARD �� "GRAB BART q 0 z LAVATORY&LAV z APPROACH APPROACH m z �� `4 URINAL IN COUNTER 8"MIN - p io z z - - —�' U z > �' SCREEN INSULATE EXPOSED p o SPOUT OUTLET w ¢ LAV E 0v RIM E z 0 I- >� g > = a d HOT WATERz 8"MIN N a � � > gg v mW X001 SUPPLY AND JA z 110"MAX Q Q m z ^F �, 0 18"VERTICAL URINAL DRAIN moi` m is E GRAB BAR PIPES TYP N Fig.308.2.1 Fig.308.3.1 Tm� 11 MIN 16-18" 42"GRAB BAR 6"MAX 11" IN SIDE APPROACH CLEAR FLOOR SPACE CLEAR FLOOR SPACE UNOBSTRUCTED UNOBSTRUCTED FLUSH CONTROLS ON WATER CLOSET-PLAN PARALLEL APPROACH FORWARD APPROACH FORWARD REACH SIDE REACH DRINKING FOUNTAIN(SECTION 602) MIRRORS(SECTION 603.3) SHELVES(SECTION 603.4) WATER CLOSET(SECTION 604) OPEN SIDE OF WATER CLOSET (SECTION 604) URINALS(SECTION 605) LAVATORY AND SINKS(SECTION 606) 4"MAX o, HAND-HELD SPRAY UNIT W/60" HOSE W/ L 60 31NS DER FIXED HEAD CLEAR MIN SHEET TITLE: MOUNTING OPT. �/� �+�+ 20'MAX >20"-25" 1"�"" SH 36"ADJUSTABLE MISC. CODE INFO mVIA o SHOWER HEAD ADJUSTABLE HAND-HELD Fig.308.2.2 3"-0"CLR W BAR SPRAY UNIT W/60" HOSE OBSTRUCTED HIGH FORWARD REACH INSIDE 30 4"MAX 6""MAX 6"MAX W/FIXED HEAD MOUNTING FOR REFERENCE i� = VERTICAL GRAB BAR OPTION. E A h $ 10"MAX > 10"-24" Z 0 ONLY O SEAT LIMITS OF PROTRUDING OBJECS 18" T 'i g >� EXCEPTIONS: SEAT Y 0'. LL 1. HANDRAILS MAY PROTRUDE 41/2-MAX, Q m t ami Z DOOR CLOSERS AND DOOR STOPS CO m0 m O SHALL BE PERMITTED TO BE 78'MIN OO DRAWN BY: OJM Fig.308.3.2 ABOVE FLOOR "' n DATE ISSUED: 02.19.20 E E g OBSTRUCTED HIGH SIDE REACH ICC/ANSI A117.1-2009 SECTION 308 REACH BACK WALL CONTROL WALL SIDE WALL BACK WALL El RANGES(ALL DIMENSIONS ARE NOT TO SCALE) PERMIT SET 02.19.20 FTRANSFER SHOWER(SECTION 608) ROLL IN SHOWER WITH SEAT(SECTION 608.3.2) m m N O N ryO 6 1. ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS (PER ICC/ANSI A117.1-2017) A 101 z SCALE: NOT TO SCALE z SHEET: a m LL m LRS Architects.Inc.©2020 E n n 0 E s � . I I I I I I I I 0 WT 0 ® Lf ARCHITECTS I I Lam- I I L LL ® 720 NW Davis 503.221.1121 �r Ir� =tjSuite 300 503 221.2077 D 2'.11/2" Portland OR 97209 www.irsarchitects.com D4 i 4'-0" E f �u ® RECEP. 3'4" 3'0" 201 11 N �� 1 10" 11 IL__ JL �- -- �A EXANDER B. BALOG __ Tc'_ _ _ SHARE Ir_____i ) I I `u 1 C(ONF.ROO 0 /4. TIGARD, OREGON ENTRY/W it✓7�f � 011 I I WAITING - II 200 c*a' 5'-0" 5 0" 5 0" L ALIGN -- J L S 1V - — _____ Q REF 4 EQ EQ Q Q Q CONSULTANT: ILL J N 9 STOR. COFF 16 1 3 " 980 T(f} D321 FE OG�y7F7 5-0" 217 A980 ELD5 I I � CONF. II 11 �Jti w EE ROOM of �Jf J �y ILc-____rll___J� ® ® ® ® Q W Q 1 II iiEXTC. o D- L<� 1 OFFICE w L_ J r� ,JI. 215 Q STAFF I G y DEMO LEGEND 6i� 9 0 "' w 980 T-1 VCT 2 BRE2D3 4 LEGEND N A980� EXISTING TO REMAIN 05 ® EXISTING PARTITION � N ALIGN CPT-1 vc __' -------� DEMOLISH EXISTING ELEMENT ALIG ° ,. NEW FULL HEIGHT PARTITION TO STRUCTURE CE ------F=== N215 (SEE DETAIL 8/A980) I o �\ _d c L 1rJ } NEW BUILDING STANDARD PARTITION TO BOTTOM ' o OF CEILING GRID (SEE DETAIL 7/A980) w r----- -� _ 1 I N11, i s/'-7 3/8" F\vO DOOR&RELITE TYPE(SEE DETAIL 4,5/A980) OFFICE 4 1 8x8 I A r TYP i 3 WORK ROOM q __________________________________ 1 I A980 2aa a 3 FIRE EXTINGUISHER ` Z i I1W N FE (7 �---------- B OS 1 1 � 1 I 1 �y 1 11 1 1 C% ALIGN w �� D2 OFFICE ® 6 LEGEND CLR 5--W ---------- 5'-0CUR" WALL FIXTURES PROJECT NUMBER: 220029 CLR , , OPEN I STAFF PHASE OF FIXTURE HEIGHT OF FIXTURE OFFICE ENTRY (IF NOT NEW) r (IF NOT STANDARD) c , 205 , 206 E=EXISTING Jewish Federation 1 , R=REISTING G 1 11 � � FIXTURE OPTIONS -----------� OFFICE 1 ® BLANK 1 '• 1(�� DUPLEX RECEPTACLE ' ' 11 OUTLET OPTIONS: 240V9900 SW Greenburg Rd, 1 1 D=DEDICATED 1 1 GFI=GROUND FAULT INTERRUPTION Suite 220 OFF/CE F--s -- O DATA/TELEPHONE OUTLET Tigard, OR 97223 e I 211 ; ® THERMOSTAT ® / i SINGLE POLE SWITCH / 1 i i SWITCH OPTIONS 1 1 2=2-WAY POLE 0=DIMMER IV20 F=FAN OS=OCCUPANCY SENSOR OFFICE ALIGN 210 " °S OFFICE -®- II � ii ® Cl C1 D CM Ii OFF/CE 206 FFI�E N -- N 1. DEMOLITION PLAN 2. FLOOR PLAN a SCALE., 118"= V-0" SCALE. 118"= V-0" SHEET TITLE: N GENERAL DEMO NOTES DEMO KEYNOTES GENERAL NOTES KEYNOTES FINISH LEGEND DEMO & a A. THIS DRAWING DEPICTS EXISTING CONDITIONS FOR REFERENCE D1 DEMO NG GRID SYOF EXISTING DEMISING WALL. LEAVE 2"STEM FOR NEW GYPSUM BOARD HEADEROSEE 2/A401G A. THIS ONLY. VERIFY AING DEPICTS LL DIMENSXONS ANDISTING OCONDIONS FOR REFERENCE DEMO ITIONS PRIOR TO START OF O SYSTEM ORON OF NEW GYPSUING DEMISING M BOARD HEADER. SEE 2/A401 FOR DD ADDITI. LEAVE 2" FROM EXISTING ONAL GRID CARET CPT-1 CENTRAL POINT TILE LAPIS 569 FLOOR PLANS ONLY. VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF FOR ADDITIONAL INFORMATION. WORK AND REPORT ALL DISCREPANCIES TO ARCHITECT. INFORMATION. WORK AND REPORT ALL DISCREPANCIES TO ARCHITECT. VINYL COMPOSITION TILE o B. DIMENSIONS ARE TO FACE OF FINISH, UNO. DIMENSIONS NOTED TAKE S B. DIMENSIONS ARE TO FACE OF FINISH, UNO. DIMENSIONS NOTED TAKE D2 REMOVE EXISTING GLAZING AND PREP FOR IN-FILL WALL. PRECEDENCE OVER SCALE. O REMOVE EXISTING GLAZING AND PREP FOR IN-FILL WALL. VCT-1 ARMSTRONG STANDARD EXCELON IN CHARCOAL PRECEDENCE OVER SCALE. C. REPAIR AREAS ADJOINING DEMOLITION WORK TO MATCH EXISTING C. PROTECT ALL ADJACENT AREAS DURING DEMOLITION AND FROM DUST D3 REMOVE EXISTING CASEWORK W/SINK. CAP PLUMBING PIPE INSIDE AND/OR NEW CONSTRUCTION. O CENTER NEW WALLS ON EXISTING STEEL COLUMN, TYP. RUBBER BASE AND TRASH INTRUSION. WALL. D. PROVIDE SOUND CAULKING WHERE WALLS MEET GLASS OR MULLIONS. RB-1 ROPPE 193 BLACK BROWN LL D. ALL DEMOLITION WORK TO CONFORM TO CURRENT OSHA STANDARDS. E. ALL DOOR OPENINGS TO BE 5"FROM PERPENDICULAR WALL, UNO. O IN-FILL TO PROVIDE ONE-LEVEL WALL. L PROVIDE ADEQUATE BRACING ON EXISTING CEILING FRAMING O REMOVE PORTION OF EXISTING WALL FOR BUILDING STANDARD DOOR PAINT D4 SYSTEM PRIOR TO DEMOLITION. AND RELITE. SEE A201 FOR MORE INFORMATION. O CONTRACTOR TO COORDINATE POWER AND DATA NEED FOR THE NEW BUILDING P-1 SHERWIN WILLIAMS EXTRA WHITE(GENERAL) DRAWN BY: OJM E. SALVAGE DOORS, FRAMES, HARDWARE AND RELITES FOR REUSE. CONFERENCE ROOM WITH LANDLORD. P-2 SHERWIN WILLIAMS DANUBE(ACCENT) DATE ISSUED: 02.19.20 E F. SALVAGE FIRE EXTINGUISHER AND CABINETS FOR REUSE. D5 CENTER DIMENSIONS ON EXISTING STEEL COLUMN. P-3 SHERWIN WILLIAMS NETWORK GRAY(ACCENT) OBUILDING STANDARD HALLWAY DOOR AND RELITE. SIZE AND SPACING TO MATCH PERMIT SET 02.19.20 BUILDING STANDARD,TYP. PLASTIC LAMINATE PL-1 WILSONART 4810-60 TITANIUM EV(COUNTERTOP) PL-2 PIONITE WA120-SD AFTERNOON NAP(CABINETS) N O N O ryN 6 O C6 SHEET: A201 a LRS Architects,Inc.©2020 E 0 E_ Lf + ARCHITECTS 720 NW Davis 503.221.1121 __ Suite 300 503 221.2077 0 Portland OR 97209 www.Irsarchitects.com + u II 11 — + + II + + II JIB C D C + �A EXANDER B. BALOG ^ _ -- ----. r—rr— `r + + cuAuid _Td _ + s + � , TIGARD,OREGON PU r- I ---- II - � I i + Or O --- ,� - + + -- - + - — 1 k + CONSULTANT: IT i�:nN — K Py II 3 II / N + --- + L TH `yy I + ® + + _ C + + + + ----- -_ LIGHTING LEGEND 1 LIGHTING LEGEND c_y EXISTING BUILDING STANDARD LIGHT FIXTURE + EXISTING BUILDING STANDARD LIGHT FIXTURE II F7::><:� EXISTING LIGHT FIXTURE TO BE REMOVED OR RELOCATED _ PROVIDE NEW OR RELOCATED BUILDING STANDARD 2x4 + + LIGHT FIXTURE PROVIDE NEW OR RELOCATED BUILDING STANDARD 2xD LIGHT FIXTURE PROJECT NUMBER: 220029 RCP LEGEND + N Jewish Federation RCP LEGEND EXISTING2x4 ACOUSTICAL SUSPENDED CEILING + + 2x4 ACOUSTICAL SUSPENDED CEILING EXISTING T.1. CEILING ELEVATION TAG + 8 s 9900 SW Greenburg Rd, + EXISTING HVAC SUPPLY +x'-x' CEILING ELEVATION TAG Suite 220 ® EXISTING HVAC RETURN + ® EXISTING HVAC SUPPLY Tigard, OR 97223 ® ®+ EXISTING EXIT SIGNS (W/INTEGRAL ARROW WHERE z EXISTING HVAC RETURN OCCURS) + ® 18+ EXIT SIGNS(W/INTEGRAL ARROW WHERE OCCURS) + EXISTING SPRINKLER EXISTING SPRINKLER N NEW OR RELOCATED I 11 XII II + =i LILL II N N 1. DEMO REFLECTED CEILING PLAN 2" REFLECTED CEILING PLAN 8 SCALE: 1/8"= 1'-0" SCALE: 1/8"= 1'-0" N SHEET TITLE: a GENERAL NOTES KEYNOTES GENERAL NOTES KEYNOTES DEMO & g A. THIS DRAWING DEPICTS EXISTING CONDITIONS FOR REFERENCE 1C DEMO PORTION OF EXISTING DEMISING WALL. LEAVE 2"FROM EXISTING A. THIS DRAWING DEPICTS EXISTING CONDITIONS FOR REFERENCE ONLY. VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR 1C NEW FINISHED GYPSUM BOARD HEADER 2" BELOW EXISTING CEILING REFLECTED E ONLY. VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CEILING GRID SYSTEM FOR NEW GYPSUM BOARD HEADER. SEE 2/A401 TO START OF WORK AND REPORT ALL DISCREPANCIES TO ARCHITECT. GRID. PROVIDE LATERAL BRACING EVERY 8'-0" O.C. FOR SUPPORT. SEE WORK AND REPORT ALL DISCREPANCIES TO ARCHITECT. FOR ADDITIONAL INFORMATION. B. ALL ACCESS PANELS, DIFFUSERS AND NON-NOTED FIXTURES TO BE FINISHED TO MATCH ADJACENT CEILING FINISHES. DETAIL X/A980 CEILING PLANS 8 B. DIMENSIONS ARE TO FACE OF FINISH, UNO. DIMENSIONS NOTED TAKE C. VERIFY ALL MOUNTING HEIGHTS ONSITE WITH ARCHITECT PRIOR TO INSTALL. PRECEDENCE OVER SCALE. D. LIGHT FIXTURES TO BE CENTERED IN ROOM,AREA,AND/OR ACOUSTIC PANEL UNLESS NOTED OTHERWISE. C. PROTECT ALL ADJACENT AREAS DURING DEMOLITION AND FROM DUST B. ALL ELECTRICAL WORK IS DESIGN BUILD- EXISTING& NEW LIGHT FIXTURES SHOWN FOR REFERENCE ONLY. VERIFY AND TRASH INTRUSION. EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO ARCHITECT. SUBMIT ELECTRICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN& RESTORE ALL LIGHTS TO WORKING ORDER PRIOR TO JOB COMPLETION. D. ALL DEMOLITION WORK TO CONFORM TO CURRENT OSHA STANDARDS. C. ALL MECHANICAL WORK IS DESIGN BUILD- EXISTING& NEW DIFFUSERS SHOWN FOR REFERENCE ONLY. VERIFY EXISTING PROVIDE ADEQUATE BRACING ON EXISTING CEILING FRAMING CONDITIONS AND REPORT ANY DISCREPANCIES TO ARCHITECT. DRAWN BY: OJM SYSTEM PRIOR TO DEMOLITION. D. SUBMIT MECHANICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN ALL DIFFUSERS PRIOR TO JOB EE. CEILING CONFIGURATION TO REMAIN, LINO. COMPLETION. DATE ISSUED: 02.19.20 E. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING, STROBES, SMOKE DETECTION &SPRINKLERS TO ARCHITECT PERMIT SET 02.19.20 FOR REVIEW AND COORDINATION PRIOR TO CONSTRUCTION. F. REPLACE ALL DAMAGED CEILING TILES&GRID TO MATCH EXISTING BUILDING STANDARD. G. WHERE NEW LIGHTS ARE ADDED-MATCH EXISTING BUILDING STANDARD TYPE AND FINISH. 0 0 N O N ryO b C A O A401 SHEET: LL LRS Architects.Inc.©2020 E a 0 E Lf ARCH I T E C T S 720 NW Davis 503.221.1121 3'-0" 3 2 *7'-0.. 2 ' Suite 300 503 221.2077 D A981 A981 A981 Portland OR 97209 www.lrsarchitects.com 114" 0" '-0" 6'-71/2„ o 8 EQ 5 EQ 5 EQ o z VERTICAL 1=1 4 0m> ALEXANDER B. BALOGSURFACES, VERTICAL SURFACES, M41MNIC)� PL-2 PL-2 �f HORIZONTAL I o HORIZONTAL 6 HORIZONTAL b v SURFACES, PL-1 iv SURFACES, PLA SURFACES, F TIGARD REF PLA , OREGON UNDER NIC - - - - - / P FLUSH PANEL {/��' VERTICAL (NIC) i CTR. SURFACES, PL-2 o O� O / REF - DW / / (NIC) a NOTES: RUBBER BASE, RUBBER BASE, 1. ALL NEW DOORS TO BE SOLID WOOD TO MATCH EXISTING BUILDING STANDARD 5 RB-1 4 6 RUB 5 RUB 5 DOOR TYPE AND FINISH. A981 A981 gggl A981 A981 2. PROVIDE NEW ADA LEVER STYLE DOOR HARDWARE TO MATCH EXISTING. CONSULTANT: T-51/4" 2'-0" RUBBER BASE, T-0" 2'-1" 2'-0" 3'-0" 4'-2" 6'-0" 2'-0" 2'-0" 5'-7 1/2" REPLACE ALL ORB DOOR HANDLES WITH LEVER STYLE WHERE APPLICABLE. 5 EQ CLR CLR 2 EQ CLR 3 EQ 4 EQ 4 EQ A B 1. ELEVATION - COFFEE 216 2. ELEVATION - STAFF BREAK 203 3. ELEVATION - WORKROOM 204 4. DOOR TYPES SCALE., 114"= 1'-0" SCALE. 1/4"= 1'-0" SCALE: 1/4"= I'-O" SCALE. 114"= V-0" 4-112" F.V. 18 GA.DEFLECTION CHANNEL I 3'-0" SEE PLANSEE PLAN PROVIDE #8 SHEET METAL SECURE TO METAL DECK W/ SCREWS AT EA.BRACE 1/4"DIA.X 1-t12"POWER ATTACHMENT TO STRUCTURAL 20 GA.3 5/8"STUD BRACING TO ACTUATED DRIVEPINS INTO MEMBER TYP. STRUCTURE @ 8'-0'O.C. CONCETE FILLED FLUTES @ 18" / p O.C. OR#8 S.M.S INTO METAL 0 0 � PROVIDE 2"X 1/8"LIGHT&SOUND a SEALING GASKET CONTINUOUS DECK @18 "O.C. PROVIDE FOR 0 p z o CONTINUE 3/4"DEFLECTION. BETWEEN WALL&CEILING p z z Q � � GYP.BD.TO N � ��-�---- CEILING o U, o U, C7 TEMP VERIFY HEIGHT SEE RCP m 2'-0"MIN. > > CEILING SYSTEM AS SPECIFIED Ix q PROVIDE(2)FASTENERS @ EA. -" WHERE OCCURS(REFER TO Lu Lu W " BRACE STUD CONNECTION TO TOP RCP) > > TEMP > PROVIDE SOUND BATTING ABOVE OF WALL STUD _ CEILING TILES AT LEAST 2'-0"ON 0 SINGLE OPENING © SINGLE OPENING wl RECITE 4'H. FRAMED RECITE EITHER SIDE OF WALL 35/8^25 GA(362S125-18)MTL STUDS @ 24"O.C.WITH 5/8^ GYP. 3-5/8^25 GA.(3625125-18)MTL BD.EACH SIDE. EXTEND MTL PROJECT NUMBER: 220029 STUDS @ 24"O.C.WITH 5/8"GYP. STUDS AND GYP.BD. FULL HEIGHT NOTES: BD.EACH SIDE. PROVIDE 3"SOUND TO UNDERSIDE OF STRUCTURE ATTENUATION BATT INSULATION k ABOVE. PROVIDE 3"SOUND 1. ALL NEW FRAMES TO MATCH BUILDING STANDARD,UNLESS OTHERWISE NOTED. FRICTION FIT IN STUD SPACE AND ATTENUATION BATT INSULATION Jewish Federation ACOUSTIC SEALANT @ CEILING FRICTION FIT IN STUD(SEE NOTE 2. PROVIDE TEMPERED GLASS AT ALL RECITES, UNLESS OTHERWISE NOTED. GRID. POWDER DRIVEN ANCHOR POWDER DRIVEN BELOW FOR MORE INFORMATION). /T,I, AT 2'-0"O.C.THRU MTC. ANCHOR AT 2'-0"O.C. STUD TRACK,LION THRU MTL.STUD BASE ON BOTH SIDES AS BASE ON BOTH SIDES AS SPECIFIED TRACK,UON SPECIFIED 9900 SW Greenburg Rd, -. EXISTING SLAB EXISTING SLAB Suite 220 NOTE: FOR WALLS 13'-6"ABOVE FINISHED FLOOR(AFF)BUT LESS THAN 16'-1"AFF,PROVIDE 3-5/8"20 GA Tigard, OR 97223 (362S200-33)STRUCTURAL MTL STUDS WITH 2"FLANGE AT 24"O.C. FOR WALLS OVER 25'-0"AFF,PROVIDE 6-18 GA (600S162-43)MTL STUDS AT 16"O.C. FOR OTHER CONDITIONS,VERIFY WITH ARCHITECT PRIOR TO CONSTRUCTION. 5. DOOR FRAMES & RELITE TYPES 7. BUILDING STANDARD PARTITION 8. DEMISING WALL (METAL/CONCRETE STRUCTURE) SCALE: 1/4"= 1'-0" SCALE: 112"= V-0" SCALE: 1/2"= 1'-0" 1/2"DIA.BOLT AT ANGLE CL EXISTING 11 STRUCTURE 0 #10 SCREW AT 24"O.C. EACH LEG TYPICAL A980 _P\ ,s,EXISTING STRUCTURE _ _ _ - Y -- - -- 20 GA x 2"DEEP SLOTTED TRACK L4 x 3 x 3/16(LLV) W/(2)#10 BOTTOM TRACK 10 L1 Y2 x 1 Yz x 16ga x 0'-3)/4"TOP SCREWS AT 18" L1 1/2"x 1-1/2"x 0'-3-1/4" A980 /// BOX HEADER AND BOT(DIETRICH LS543 OR O.C.TO LOW (DIETRICH LS542 OR TYP / PER 1/A981 EQUIVALENT)W/(3)#10 SCREWS DECK FLUTE EQUIVALENT)w/(3)#10 / EACH LEG SCREWS EA. LEG — _....--- SHEET TITLE: a / 362S162-33 BRACE AT 362S162-33 AT 24" / THIRD POINTS OF H-1 Interior Details a TYPICAL JAMB: O.C. / (2)362S162-33 BOXED W/362715 HT EA SIDE 0 0 0 0 0 + / / L1Yzx1Yx16GAx0'-3 Y4" E FULL HEIGHT . . . . • / (DIETRICH LS546 OR EQ.) • • • • • W/(2)#10 SCREWS EA LEG + BOX HEADER PER 1/A981 12 (3)#10 SCREW LL A980 5/8"GYP BOARD ALL SIDES TYP DIETRICH H546 W/ 20 HEADER AND JAMB %"DIA x 1 %4"SIMPSON ( ) DRAWN BY: OJM w #10 SCREWS PER DETAIL 11 &12/A980 TITEN HD AT CL TRACK DATE ISSUED: 02.19.20 `� Y - VARIES - JAMB BEYOND e JAMB COLUMN PERMIT SET 02.19.20 RELITE AS SPECIFIED PER DETAIL 1/A981 N O ryO J O 9. BOX BEAM HEADER ELEVATION 10. JAMB TO BOX BEAM HEADER CONNECTION 11, BOX BEAM HEADER 12. JAMB DETAIL FOR BOX BEAM HEADER SCALE: 1/4"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1-1/2"= 1'-0" SCALE: 3"= 1'-0" A980 r SHEET: LL LHS ArrhiterPo,Inc V 2020 E n 0 E n Lf 362T150-54 A R C H I T E C T S TOP AND BOT CLEAR SILICONE CAULK AT SEAM CONTINUOUS CONTINUOUS2'-1"U.O.N. (TYP) 720 NW Davis 503.221.1121 `w #10 TEK SCREW FRENCH CLEAT FRENCH CLEAT CHROME ACCESSIBLE FAUCET Suite 300 503 221.2077 D AT 12"O.C.TYP 1'-0"U.O.N. 1'-0"U.O.N. ADA COMPLIANT STAINLESS Portland OR 97209 www.Irsarchitects.com PLASTIC LAMINATE AT PLASTIC LAMINATE AT ALL EXPOSED& 1" STEEL KITCHEN SINK (2)800S162-54 ALL EXPOSED& J. SEMI-EXPOSED SURFACES OVER 3/4" SEMI-EXPOSED SUBSTRATE; SELF EDGE PLASTIC LAMINATE COUNTERTOP SURFACES OVER 3/4" &SPLASH AT ALL EXPOSED SUBSTRATE;SELF SURFACESEDGES(SEE ��� WHITE INTERIOR w/ ` ELEVATION)OVER 3/4" (2)600S162-54 EDGE ADJUSTABLE SHELVES(TYP) MEDIUM-DENSITY FIBERBOARD MADE W/EXTERIOR GLUE. FJ�� �A EXANDER B. BALOG t" WHITE INTERIOR(TYP) 4"WIRE PULLS, BRUSHED WHITE INTERIOR w/ ALUMINUM 4 ADJUSTABLE o 4ALUMINUM(TYP)"WIRE PULLS,BRUSHED Y TIGARD, OREGON PLASTIC LAMINATE OVER 3/4" SHELVES(TYP) SUBSTRATE REMOVABLE BASE .rd vO PLASTIC LAMINATE AT ALL EXPOSED& 0 HEAT iV 0 CABINET DOORS W/ FULLY (fir O F 1 SEMI-EXPOSED SURFACES OVER 3/4" Z CONCEALED EUROPEAN HINGE & (V SUBSTRATE;SELF EDGE PROOF WRAP EXPOSED i? QUICK SNAP OFF CAPABILITY 4"WIRE PULLS, MICROWAVE PIPING _ BRUSHED (NIC) I WHITE INTERIOR(TYP) 362T150-54 ALUMINUM(TYP) I I OPEN TO WALL;NO BACK TOP AND BOT VERIFY SIZE OF MICROWAVE WITH TENANT CONSULTANT: BOX HEADER BOX HEADER PRIOR TO CONSTRUCTION h T.O.FIN. FLR H-1 H-2 1�'6"8Y CONTINUE FLOOR FINISH LONG SPAN-UP TO 19'-10" UNDER CABINET AT SINK, SEE FLOOR PLAN 1. BOX BEAM HEADERS 2. TYPICAL 3' HIGH UPPER CABINET 3. MICROWAVE CABINET SECTION 4. TYPICAL LOWER CABINET w/ SINK SCALE: 3"= 1'-0" SCALE: 1"= 1'-0" SCALE., 1"= 1'-0" SCALE: 1"= f-0" 2'-1"U .O.N. 2'-1"U .O.N. CLEAR SILICONE CAULK AT SEAM(TYP) CLEAR SILICONE CAULK AT SEAM(TYP) PLASTIC LAMINATE COUNTERTOP&SPLASH PLASTIC LAMINATE COUNTERTOP&SPLASH AT ALL EXPOSED SURFACES&EDGES(SEE AT ALL EXPOSED SURFACES&EDGES(SEE ELEVATION)OVER 3/4"SUBSTRATE ELEVATION)OVER 3/4"SUBSTRATE 1" N N 4"WIRE PULLS, BRUSHED 6"DRAWER ALUMINUM(TYP) 4"WIRE PULLS, BRUSHED ALUMINUM(TYP) PLASTIC LAMINATE AT ALL PLASTIC LAMINATE AT ALL SEMI-EXPOSED SURFACES OVER SEMI-EXPOSED SURFACES OVER 0 3l4"SUBSTRATE;SELF EDGE o 3/4"SUBSTRATE;SELF EDGE N WHITE INTERIOR w/ADJUSTABLE WHITE INTERIOR w/ADJUSTABLE PROJECT NUMBER: 220029 SHELVES(TYP) SHELVES(TYP) BASE AS SPECIFIED(TYP) BASE AS SPECIFIED;REFER TO ELEVATION Jewish Federation T.I. T.O. FIN, FLR � T.O.FIN. FLR 9900 SW Greenburg Rd, Suite 220 Tigard, OR 97223 5. LOWER CABINET W/ DOOR 6. LOWER CABINET W/ DRAWER & DOOR SCALE: 1"= 1'-0" SCALE., 1"= 1'-0" `a a S SHEET TITLE: N a Interior Details E 0 8 n .2 L" m LL DRAWN BY: OJM DATE ISSUED: 02.19.20 E E 0 PERMIT SET 02.19.20 a `m m r, 0 0 N ry 0 N ryO b C R Y 3 SHEET: A981 m LL LRS Archdects,Inc.©2020 E O E 0