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Plans (10) BU P2020 -00122 STATE OF OREGON EMPLOYYMENT DEPT 1- 11 ARCHITECTS PARK 217 BUSINESS CENTER - 720 NW Davis 503.221.1121 .t€'» � a f � Suite 300 503 221.2077 L �� 1 220 Portland OR 97209 www.lrsarchitects.com CITY OF TIGARD '3UIl..O DIVISION 1 1950 SW GARDEN PLACE , SUITE 100 TIGARD , OR 97223tcsoYDAtto.,A PERMITSET - 05 . 08 . 2020 05 , 08 , 2020 ' 1T PROJECT DIRECTORY CODE SUMMARY BIDDER DESIGN NOTES (CONT.) SITE LOCATION N ' tyzfree OWNER REPRESENTATIVE: I. PROJECT INFORMATION: 3. GC TO COORDINATE WITH ALL SUBS ON CODE REQUIRED ACCESS PANELS IN PROJECT NAME: STATE OF OREGON - EMPLOYMENT DEPT TI CEILINGS AND WALLS. ALL NEW ACCESS PANELS TO HAVE DOOR FACED RECESSED BKM MANAGEMENT COMPANY CONTACT PERSON PROJECT ADDRESS: 11950 SW GARDEN PLACE FOR GYPSUM BOARD INFILL WITH CONCEALED FLANGE FOR GYPSUM BOARD . 4',y OF i - 1701 QUAIL STREET, SUITE 100 TYLER PORTEOUS SUITE 100 INSTALLATION, CONCEALED HINGES AND PUSH TO RELEASE LATCH. NEWPORT BEACH, CA 92660 tporteous@bkmmgmt.com TIGARD, OR. 97223 MAP/TAX LOT: W262914 99W www.bkmmanagementco.com BUILDING TYPE: V-B MECHANICAL BIDDER DESIGN T:949.244.0969 BUILDING OCCUPANCY: B 4. MECHANICAL SYSTEM AND REQUIREMENTS ARE BIDDER DESIGN. SUBMIT PLANS AREA OF WORK: +/- 18,344 R.S. F. AND SPECIFICATIONS TO ARCHITECT FOR COORDINATION WITH ARCHITECTS ,� V CONSULTANT: PROJECT DESCRIPTION: SUITE WAS ALREADY MOSTLY DEMO'D UNDER PREVIOUS DRAWINGS. PLANS TO INCLUDE THERMOSTAT ZONING APPROVED BY OWNER AND ARCHITECT: PERMIT. ADDITIONAL REMOVAL OF PLUMBING AND LIGHTING ARCHITECT PRIOR TO CONSTRUCTION. 4n [� LRS ARCHITECTS CONTACT PERSON FIXTURES. ADDITION OF INTERIOR PARTITIONS, DOORS, 5. PREPARE A WRITTEN SCOPE OF HVAC WORK WITH BID. THIS IS TO INCLUDE NEW 4O'' Garden Place 720 NW DAVIS, STE 300 DARCIE MCCONNAHA CASEWORK, PLUMBING, ELECTRICAL AND LIGHT FIXTURE AND EQUIPMENT, NUMBER OF ZONES, DESCRIPTION ANp QUANTITY OF CONTROLS AND D� REQUIRED NEW STEEL TO SUPPORT MOVEABLE PARTITION THERMOSTATS, ETC. OWNER WILL REVIEW SCOPE OF WORK PROPOSED PRIOR TOi.lSPI �.T# PORTLAND, OR 97209 dmcconnaha@Irsarchitects com ACCEPTANCE OF BID. SPECIAL www.lrsarchitects.com II. JURISDICTIONAL CODES: ` State of Oregon Structural Specialty Code 201$ INTERNATIONAL BUILDING CODE (IBC) 6. PROVIDE CERTIFICATION THAT AIR QUALITY REQUIREMENTS OF CURRENT CODES ..-.0:„..- \ 7:503.550.4453 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC) WILL BE MET FOR EACH OCCUPANCY USE WITHIN THE TENANT IMPROVEMENT ❑ Concrete and Reintotring Steal 2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC) AREA. AMA GENERAL CONTRACTOR: 2019 OREGON MECHANICAL SPECIALTY CODE(OMSC) 7. VERIFY THE SUITABILITY AND CONDITION OF SCHEDULED EQUIPMENT TO BE Li (5i) U Botts Installed in Concrete 2018 INTERNATIONAL FIRE CODE RE-USED OR RELOCATED. DETERMINE ITEMS THAT NEED TO BE REPAIRED OR TO BE SELECTED 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE (OZERCC) REPLACED. PRICE THESE ITEMS SEPARATELY AND AS EXCEPTIONS/ InSpecial Moment-Resisting Comae Ran* 2017 OREGON PLUMBING SPECIALTY CODE (OPSC) CLARIFICATIONS IN BID \ 0 rCi.lg Slee)&Prestressing gt Tendon* • 2017 OREGON ELECTRICAL SPECIALTY CODE (OESC) 8. BALANCE HVAC SYSTEM TO TENANT AND BUILDING OWNERS SATISFACTION. TOUR 2009 ICC ANSI A117.1 EXISTING CONDITIONS AND CONTACT OWNER FOR QUESTIONS PRIOR TO BID. • S'txuc'L.: ,• or ? ',,, : 9. CLEAN ALL NEW AND EXISTING HVAC GRILLS AND DIFFUSERS SCHEDULED TO III. ADA ACCESSIBILITY UPGRADES :_ '` 0 High-�a r:_ct�ti xrErig UPGRADES REQUIRED: REMAIN. ALL DUCTWORK BEHIND THE GRILLS SHALL BE A UNIFORM DARK COLOR. '-, 10.AT COMPLETION, PREPARE AND SUBMIT AN AIR BALANCING REPORT TO THE ca Sttructc�1,. aL,;-,c,r} MEP: 1. VERTICAL GRAB BAR AT ACCESSIBLE WATER CLOSET OWNER. INTERFACE CONTACT PERSON 2. ACCESSIBLE SHOWER STALLS 100% 2 I 0 �'+ei� �i•"' �4ce- 11.PROVIDE FRESH AIR SUPPLIED TO THE ENTIRE TENANT SPACE THREE CALENDAR 100 SW MAIN ST. STE 1600 ADAM CARLSON 3. "WHEELCHAIR USER ONLY" SIGNAGE AT EXISTING ACCESSIBLE PARKING SPACE. DAYS PRIOR TO THE FIRST DAY AFTER SUBSTANTIAL COMPLETION. PROVIDE 100% = 0 nsulst.,,_ . . :"fit PORTLAND, OR. 97204 AdamC@InterfaceEng.com *ALL OTHER ELEMENTS IN THE ALTERED AREA HAVE BEEN UPGRADED ACCORDING TO FRESH AIR WITHOUT MAKING OTHER TENANTS UNCOMFORTABLE. IEBC 301.5, OSSC CHAPTER 11 AND ICC 177.1-2009. N ❑ Y, F www.interfaceengtneeong.com 7:503.382.2701 ELECTRICAL- BIDDER DESIGN 0 "akx,w . VI. EMERGENCY SYSTEM STANDARDS: gip# CD 1. IF BUILDING IS FULLY SPRINKLERED (NEPA 13). MAKE CODE MINIMUM CORRECTIONS AS 12.ELECTRICAL SYSTEM AND REQUIREMENTS ARE BIDDER DESIGN. LIGHTS AND VICINITY MAP otE= STRUCTURAL: REQUIRED PER NEW PLAN. ELECTRICAL INFORMATION ON DRAWINGS IS PROVIDED FOR REFERENCE ONLY SCALE: NOT TO SCALE r ;;. - „ . ..'s, , -'�'w =k`-a. and Fining WDY CONTACT PERSON 2. IN BUILDINGS WITH EXISTING SMOKE DETECTORS: PROVIDE CODE MINIMUM AND IS INTENDED TO SHOW FIXTURE TYPES AND DESIGN INTENT. 6443 SW BEAVERTON HILLSDALE HWY, STE 210 SCOTT WALKER CORRECTIONS AS REQUIRED. SMOKE DETECTORS TO BE TIED TO THE BUILDING ALARM 13.SUBMIT ELECTRICAL DESIGN TO ARCHITECT FOR COORDINATION. ELECTRICAL ' / \ . D ` ��"�" '� ""-� "� SYSTEM. PLANS TO INCLUDE LOCATIONS FOR ALL LIGHTING, EMERGENCY LIGHTING,AND f f_ fL-• TRUE NORTH PORTLAND, OR. 97221 scott wd i.com �. ._:. t--1 " . ,,`` : _ . • @ Y FIRE LIFE SAFETY FIXTURES. SUBMITTAL TO INCLUDE PROJECTS CUTSHEETS AND • _ www wdyi.com 3. IN BUILDINGS EQUIPPED WITH AN EXISTING VISUAL STROBE SYSTEM: PROVIDE CODE PHOTOMETRIC CALCULATIONS. ELECTRICAL DESIGN MUST BE APPROVED BY r "` +• \L \ ' MINIMUM CORRECTIONS AS REQUIRED. IF A SYSTEM DOES NOT EXIST, DO NOT ADD ONE. OWNER AND ARCHITECT PRIOR TO CONSTRUCTION. \ , T:503.203.8111 " ` ` 4, PROVIDE EMERGENCY SYSTEM LIGHTING WITH NO LESS THAN 1 FOOT-CANDLE AT THE t �� '� BUILDING 7 FLOOR LEVEL ALONG ENTIRE EGRESS PATH PER CURRENT NATIONAL ELECTRICAL CODE 14.COMPLY WITHOALL JURISDICTIONALEENERGY CODES AND PROVIDE ENERGY r 1 1 ,� r REQUIREMENT. CALCULATIONS IF REQUIRED. 5. PROVIDE EXIT SIGNAGE. EXIT SIGNAGE SHALL BE CONNECTED TO BUILDING POWER 15.COORDINATE ELECTRICAL REQUIREMENT FOR MECHANICAL SYSTEMS. / ,_ �� , Bolding ~ +* •�. SUPPLY WITH BATTERY BACK-UP FOR MIN 1-1/2 HOUR DURATION. EVERY 100' iN 16.IF AN OVERRIDE SYSTEM EXISTS, PROVIDE EACH TENANT SPACE WITH AN I ate` 111:.c... 110,` . CORRIDORS, AND IN SPACES WHERE 2 MEAN OF EGRESS ARE REQUIRED PER SECTION OVERRIDE SWITCH FOR FULL- SERVICE BUILDINGS. i ,,,�. - ` ;k=. PROJECT NUMBER: 220104 1013. SEE ELECTRICAL DRAWINGS. (Wl POCHE INDICATING "EXIT"TEXT SIDE OF SIGN) 17.SWITCHING FOR LIGHTING IS INDICATED IN THE DRAWING FOR REFERENCE ONLY I. ��'' 'F �. SIGNS SHOWN IN CORRIDORS ARE CEILING HUNG. SIGNS SHOWN ON WALL ARE WALL AND IS INTENDED TO ONLY SHOW SWITCH LOCATIONS, REQUIREMENTS FOR DUAL _ • . ' � ' ' ' DRAWING INDEX HUNG. SWITCHING, AUTOMATIC AREA SHUT OFF CONTROLS AND ALL OTHER CODE ,f. State ofOregon 6, PROVIDE CODE MINIMUM FIRE ALARM CONNECTIONS AS REQUIRED. REQUIREMENTS SHALL BE THE RESPONSIBILITY OF THE BIDDER DESIGN I � ,, \ _, ' , , _ SHEET NUMBER SHEET NAME CONTRACTOR. PROVIDE A MINIMUM OF ONE SWITCH PER ROOM, UNLESS �i .. 7. SURVEY EXISTING CONDITIONS OF ENTIRE FLOOR THAT PROJECT OCCURS,AND PROVIDE OTHERWISE INDICATED. III I ,' �� e Employment NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER WITH RATING OF NOT LESS THAN ti t -r, ,� 18.WHEN NEW LIGHT SWITCHES ARE ADDED TO ANY PORTION OF THE SUITE, 1 CS COVER SHEET 2A 10B/C FOR EACH 1,500 S.F. OF FLOOR AREA OR FRACTION THEREOF. TRAVEL �LDepartment T.I. REPLACE ALL EXISTING LIGHT SWITCHES WITH NEW OCCUPANCY SENSOR i -`` - A100 CODE ANALYSIS DISTANCE TO AN EXTINGUISHER FROM ANY PORTION OF THE BUILDING SHALL NOT f j] EXCEED 75 FEET. PROVIDE FIRE EXTINGUISHER IN ACCORDANCE WITH CURRENT CODES. SWITCHES- 1 t L • y` "� ■� A101 MISC. CODE INFORMATION1 'r "; * , ``a_ PROVIDE NEW FIRE EXTINGUISHER AT ALL EXISTING CABINETS WHERE MISSING. ALL 19.PROVIDE ILLUMINATED EXIT SIGNS AT REQUIRED EXIT DOORWAYS AND WHERE `''s ----sw.cede^"A`C ~�;'_S :;- 4 �`` �+ y A201 FLOOR PLAN WITH DEMOLITION l REUSED EXISTING FIRE EXTINGUISHERS ARE TO BE INSPECTED AND/OR RECHARGED, AS NECESSARY TO INDICATE THE DIRECTION OF EGRESS WHEN THE EXIT SERVES AN - - 4 s rT - . , AD401 DEMO REFLECTED CEILING PLAN I I _ .---.--, , `"j •`' '; -L r ,, , B,rer,v9 , Park 217 Business Center A401 REFLECTED CEILING PLAN NECESSARY, JUST PRIOR TO SUBSTANTIAL COMPLETION. OCCUPANCY LOAD OF FIFTY OR MORE. , 4. ! 4 8. CONTACT OWNERS REPRESENTATIVE FOR INSTRUCTIONS WHEN SCHEDULING WORK ON 20.PROVIDE VISUAL AND AUDIBLE ALARM SIGNAL APPLIANCES INTEGRATED INTO THE ��ir �.' �"°'�"'"'" 11950 SW Garden Place A700 DOOR SCHEDULE AND LEGEND 1 ., „ t,, *r_ , • FIRE SPRINKLER&ALARM SYSTEMS BUILDING ALARM SYSTEM AS REQUIRED BY CURRENT JURISDICTION CODES AND - hh. A801 FINISH PLAN 1 . 1 Y L'y :', �` Suite 100 A841 ENLARGED PLANS AND ELEVATIONS REQUIREMENTS. PROVIDE ADDITIONAL ELECTRICAL SERVICE AS REQUIRED. I ., 1 A981 DETAILS QC /SUBMITTAL REQUIREMENTS COORDINATE REQUIREMENTS WITH BUILDING OWNER.ALARM LOCATIONS 1 '' --- : , 40,Slowdmo Rif* 4 Tigard, Oregon 97223 INDICATED ON PLANS ARE ONLY FOR REFERENCE. 0 i ,,,a,,.,,,,o, ''�+ U V, - . -�r` A982 DETAILS y B" '°a "Ff .�•. l '�; 21 PROVIDE SHOP DRAWINGS FOR ALARM SYSTEM LAYOUT AS REQUIRED BY CODE. r. Lowd.° A983 MOVEABLE PARTITION DETAILS } '• ..;, r A �f/Oi�'"'°' :' 3 �,�. 1. SUBMIT SUBSTITUTION REQUESTS ON CSI FORM TO ARCHITECT FOR APPROVAL. 22.VERIFY SERVICEABILITY AND REUSABILITY OF EXISTING ELECTRICAL EQUIPMENT, �:: �` S2.0 STRUCTURAL PLANS \, ARCHITECTS DECISION IS FINAL WHETHER OR NOT A PROPOSED PRODUCT IS AND REPAIR OR REPLACE AS NECESSARY. 1--. - 2__,:53.0 DETAILS ACCEPTABLE FOR SUBSTITUTION. -•`--� 'r s" _ M0.1 SYMBOLS LIST&GENERAL NOTES- MECHANICAL 23.VERIFY THE CAPACITY AND REUSABILITY OF EXISTING ELECTRICAL PANELS TO -�.� ,T ; 2. SUBMIT COLOR DRAW- DOWNS OF PAINTS TO ARCHITECT AND OWNER FOR APPROVAL MEET PROJECT REQUIREMENTS. '�-� ; M0.2 SCHEDULES- MECHANICAL -. PRIOR TO APPLICATION. •---�.. . --77:,_:,--- -7.-7-,:;-=-----_,-..------\ - MD2.1 FIRST FLOOR DEMOLITION PLAN - MECHANICAL 24.KNOWN EXISTING ELECTRICAL AND PHONE/DATA OUTLETS HAVE BEEN INDICATED ON _ - =_� ��,\ M2.1 FIRST FLOOR PLAN - MECHANICAL 3. APPLICATION OF MATERIALS TO SURFACES EXISTING OR PROVIDED UNDER THIS THE DRAWING. ADDITIONAL EXISTING OUTLETS MAY EXIST AND SHOULD BE M6.1 DETAILS -MECHANICAL CONTRACT IMPLIES ACCEPTANCE AND SUITABILITY OF EXISTING CONDITIONS. VERIFIED BY CONTRACTOR. N ~ E0.1 SYMBOLS LIST&GENERAL NOTES- ELECTRICAL 4. ALL MATERIALS AND PRODUCTS USED ON THE JOB SITE SHALL BE"ENVIRONMENTALLY 25.SMOKE DETECTION DEVICES INDICATED ON THE DRAWING ARE FOR REFERENCE E0.2 SCHEDULES- ELECTRICAL SAFE", LOW ODOR, AND NON FLAMMABLE. USE OF ANY PRODUCT NOT COMPLYING WITH ONLY. CONFIRM SPACING OF DETECTORS WITH DEVICE LISTING. SITE PLAN ED E2.1 FIRST FLOOR PLAN - LIGHTING THIS CRITERIA MUST BE APPROVED BY THE BUILDING OWNER AND/OR ARCHITECT. 26.CLEAN AND REPAIR EXISTING SMOKE DETECTORS TO BE REUSED TO GOOD E3.1 FIRST FLOOR PLAN - POWER 5. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE OR CLEANING WORKING CONDITION. SCALE:NOT TO SCALE E5.1 SINGLE LINE DIAGRAMS - ELECTRICAL THROUGHOUT STRUCTURE DEEMED TO BE A RESULT OF HIS/HER WORK. THOROUGHLY 27.CLEAN NEW, EXISTING, AND RELOCATED LIGHT FIXTURES IN PROJECT AREA, OR IN CITY OF TIGARDCLEAN PREMISES UPON COMPLETION OF WORK, INCLUDING WASHING OF WINDOWS, SO E6.1 PANE/. SCHEDULES- ELECTRICAL AREAS AFFECTED BY WORK OF THIS PROJECT, AT COMPLETION OF JOB. DECAMP THAT BUILDING IS READY FOR OCCUPANCY BY TENANT. INCLUDE CLEANING OF _ TRUE NORTH Approved by Planning E7.1 DETAILS - ELECTRICAL AND REPLACE BALLAST IN LIGHT FIXTURES AS REQUIRED TO RESTORE TO ADJACENT AREAS WITHIN AND AROUND THE BUILDING THAT ARE NOT PART OF TENANT P0.1 SYMBOLS LIST&GENERAL NOTES PLUMBING IMPROVEMENTS, BUT WERE AFFECTED BY TENANT IMPROVEMENT CONSTRUCTION WORKING ORDER. AREA OF WORK / -r Date: 51141_7-o P0.2 SCHEDULES- PLUMBING OPERATIONS. REPAIR/REFINISH ANY DAMAGE TO EXISTING FINISH SURFACES. 28.CLEAN AND REPAIR EXISTING EXIT SIGNS TO BE REUSED. REPLACE BATTERY AND/ / P2.1 FIRST FLOOR PLAN-PLUMBING OR BALLAST IF NOT IN GOOD WORKING CONDITION. Initials: V _ 6. PROVIDE PRODUCT INFORMATION AND/OR SAMPLES OF ALL PRODUCTS AND MATERIALS i l i �r, r P5.1 DIAGRAMS- PLUMBING ` � _ �I USED IN PROJECT FOR ARCHITECT AND OWNER APPROVAL PRIOR TO INSTALLATION. 29.COORDINATE TELECOMMUNICATIONS AND MODIFICATION TO BUILDING ALARM SYSTEM PROVIDED BY TENANT. VERIFY WITH TENANT LOCATION OF NEW OUTLETS -- 7. CASEWORK SHOULD ADHERE TO NORTH AMERICAN ARCHITECTURAL WOODWORK {�/� I OFFICE CCPV SHEET TITLE: PRIOR TO INSTALLATION. i I A „ t STANDARDS 3.1 2017"CUSTOM" GRADE UNO. j04,��= ' wA UNDER SEPARATE PERMIT 81 . INTERIOR WALLS TO BE LEVEL 4 SMOOTH FINISH IN ALL AREAS, UNO. 30.31. REMOVE ALL UNUSED OR ABANDONED ELECTRICAL WIRING, EQUIPMENT, AND � :/`� 1 CITY OF TIGARP PHONE AND DATA CABLING. CONFIRM WITH OWNER PRIOR TO REMOVAL.ALL 1 REVIEW FOR (,�)D1; COMPLIANCE COVERSHEET cc W 9. FLOORING DIRECTION AND SEAMING LOCATIONS ARE TO BE APPROVED BY THE WIRING AND CABLING TO REMAIN SHALL BE SUSPENDED FROM STRUCTURE AS l >,., SPRINKLER SYSTEMS ARCHITECT. REQUIRED BY CURRENT CODE. - I j Approved: 0 FIRE ALARM/DETECTION SYSTEMS 10.PROVIDE FINISH MATERIALS MATCHING ESTABLISHED BUILDING STANDARD QUALITY, ' �� OTC: I I g UNLESS OTHERWISE INDICATED. PROVIDE COLORS APPROVED BY OWNER AND SPRINKLER- BIDDER DESIGN /' �� Permit#M V 1 .,©0 ARCHITECT. . 11.CONTRACTOR TO FILL AND PATCH EXISTING CONCRETE SLABS AND SHALL PROVIDE / AA , Address: �; 31.AUTOMATIC SPRINKLER SYSTEM SUPERVISION: ALL VALVES INCLUDING THOSE IN / Ccr d�o SMOOTH UNIFORM SURFACE PRIOR TO NEW FLOOR COVERINGS TO BE INSTALLED. IN _ h c.Gt 2 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 Sttltfi #: c GENERAL NOTES SPECIFIED FINISH LEVEL STATION. WATER FLOW AND HIGH/LOW PRESSURE FOR DRY PIPE SYSTEM IF USED.) ''/ ' " A i r SHALL BE SUPERVISED AS WELL AS OTHER FEATURES DEEMED NECESSARY BY •' HI,._ - '74 1. THE GENERAL NOTES ARE INTENDED TO CONVEY DESIGN INTENT CURRENT NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS. 3= ACCESSIBLE PARKING PLUMBING FIXTURE COUNT REQUIREMENTS CODE SUMMARY L rs (PER TABLE 1106.1) (PER TABLE 2902.1) (SEE EGRESS PLAN BELOW) TOTAL IN MINIMUM NUMBER OF NUMBER OF VAN "WHEELCHAIR USER ONLY" WATER CLOSETS LAVATORIESREQUIRED EXITS PER SECTION 1015(OCCUPANT LOAD PER SECTION 1004) PARKING LOT ACCESSIBLE SPACES ACCESSIBLE SPACES SPACES LEVEL OCCUPANCY FIXTURES FOUNTAINS ARCHITECTS REQUIRED 5 NOT REQUIRED 1 MALE FEMALE MALE FEMALE OCCUPANCY SPRINKLERED OCCUPANT LOAD REQUIRED PROVIDED 128 REQ 5 5 3 3 N/A LEVEL 1 720 NW Davis 503.221.1121 PROVIDED 5 - 1 (PROPOSED) 1 B Suite 300 503 221.2077 C PROP 5 5 4 4 2 B Y 317 2 4 PROVIDE REQUIRED"WHEELCHAIR USER ONLY SIGNAGE AT(1)ACCESSIBLE SPACE TO MEET CURRENT MINIMUM DISTANCE ALLOWED BETWEEN EXITS PER 1015.2.1 Portland OR 97209 www.Irsarchitects.com CODE. ACCESSIBLE SPACE MUST BE LOCATED ON THE SHORTEST PRACTICAL ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING ENTRANCE PER 1106 6. ACCESS AISLE MUST BE 8'-O" OCCUPANCY SPRINKLERED REQUIRED PROPOSED WIDE AND STENCILED TO MEET CURRENT CODE. RE-STRIPE EXISTING ACCESS AISLE IF NEEDED. LEVEL 1 B y 68'-1" 108'-9" EXIT ACCESS TRAVEL DISTANCE FROM MOST REMOTE POINT PER TABLE 1016.2 } OCCUPANCY SPRINKLERED REQUIRED PROPOSED LEVEL 1 rMEM C.SENT -' „giziAA I.—. B Y 300' MAX 139'-1" ! • COMMON PATH TRAVEL DISTANCE BEFORE 2 WAYS PROVIDED PER TABLE 1014.3 tl po am 1:•f; i OCCUPANCY SPRINKLERED REQUIRED PROPOSED �, LEVEL 1 'fe OF ' B Y 100' MAX 72'-10" • (80 Occ) CONSULTANT: • P49 • "----_ z F - -- I- - -_ - 1 JANITOR 1E t TV ,ni 72.10"/139'-1" 7RS ')!"" Ill ' ati - - - - cbJ 1 7\11 Occ 1Occ 120 cl I I- I II- Lti II IL I II- I ILI— L _II I � 11 1- _II �1 CJI 1 L _II 1 L J I- -- -, ° L I L II L II L I I L II L II L II L I I MEN'S pil I I - - 11 - - 11 - - -I I - - 1I - - 11 - - �I - - 1 F - 118 I I I L - - - JL - - - JL - - - J L- — — — JL _ _IL - - - JL - - - J '� � �i I � I I.__ _ _, I- - - - -II- - - - -1f- - - - 7 r - - - 71- - - - --1r- - - - -1r - - - 7 -;Y � ; -I r —II �I I -II �I �I 4 I-- - - - r - - r - - - - — - - off, w �` F� J1 1-7,1:-. I J II IIII I II I r — I I I 1 I I - . ? �0 Er LO 0 _® _0 E I rel rel r7 I J r- �11 Iil i nil J E I- - - � � U , �l ® J� u® I BREAK r I Ir I Ir I I r I Ir I r I Ir I I -=Y L= LJL, LJL, LJ L= LAI_ LJL _ L_11_, �J L - .-a'o ?L._ - I WOMEN'S M ROO121 M J 117 i��1 582 SF/15 27 Occ OPEN OFFICE � I 113 39 Occ rr - -F — T- 7r7 - 7- - �� ii-r - -F - 7 -II- 7 - T- - 1 I-r - -F - 71r7 - 1- - �� IJ- J I II I L - -11 11-- - -I I II i L - 11 � _ L I II I L — � _J, 510 So/c15 I II I 1 II I 1 ii I COMER __ ��o u I CONFERENCE - II L - qp r- - II L - -I - L II L - _ r _ C -' UTILITY/ELEC 112 L � - - - JL - - - LJ LJ - - - JL - - _ LJ L _1 - - - JL - - - LJ o e li 116 — I 1- Ir - - - - -1I Ir — ' rdr - - - �I Ir — � — T- -r - - - - 4I „ _ w LJicL } 1 • Il— — —I I - - - A Li-- — J I - - _ — A II- - L I - - - - � / — MANAGER OFFICE I IIt I II■ I II r-, L_J' I 111 I I I —I MA GERi0cc FFICE MANAGER OFFICE r ;i j I r -, 2Occ LLJ _ _ _ IL__ _ _ 11 LLJ _ _ _ 1L-_i- - JJ LLJ _ _ _ 1L_--.I_ _ JJ I 114 115 1 :`__: I 1 E —I 20cc r- 7 I COPIEA Ir - — 77r7 — � — �1 L - J L * I I I I I I ,_-, - -' I II I I- - -11 1_ _ _I I I L_ _ -I L--11 I II I InaI I pn - -I II L PROJECT NUMBER: 220104 _lJL _ IF - __ - -_ - LJI L_J 'MPUTER H II— �TI II I L - -' State of Oregon CONFERENCE STORAGE ,\, RO0 110 187SF/300 109PG04A 1 r - - - 7E' - - - 7r - - - 1 I-- - - - 7I- - - - - -I II L - 7 r Employment 263 SF/15 1 Occ 0 1 OccII - 4fi15F/2o 18 Occ " 0��6��, II r - - i rr ' II II r - - II IL - _ — _ jr _ - - LJII I — J I i L — � Department T.I. II J T1i � �I � �i II r- �I r71 II pCOMPUTER LAB 724 SF/20 INTERVIEW INTERVIEW 1 RVIEW INTERVIEW ' rIr If I IF I II Ir I Ir I II I II 1 103 37 Occ 104 105 106 107 /--- L= =JLC Li -- L 1 L= =JLC 11 — II L — ---1 g Park 217 Business Center LLQ - - _ JL — _ _ � �� 11950 SW Garden Place - OPEN OFFICE 39 Occ 122 COPIER _ _ Suite 100 . — , rs, ['Li' l Occ 1 Occ 1 Occ / Occ `r_-1' I+ �� 1 r �� . _ I JL i ■ I JL I JC I JL I i I i �� I Tigard, Oregon 97223 � lr r 7r 1 r ir r 7� 1 � JL 1 HIL ' ��c I I f I I I I 7r 1r a � �� I= I! I � -ir kJ� � �L � I= �L � �� I I I I I I i I I I r TRAINING ROOM _ T — I I 1 1 I I 102 �9�- o — — -I Li LJL_ �JL� LJL�J ,� I — — J �JL� LJL� TRAINING ROSI 11 �� II TRAINING ROOM11Q7 696 SF/20 01A �� r — — 1018 35 Occ r 7 II I 3 occ I III �1r— ��— t 1 7�r= ��' ��r'738 SF 120 II I RL I IL I I I— I IL I IL I I I I� 37 Occ t L I II I_ — — — — — -� II �IEGRESS PLAN LEGEND I— � I SII LII � � I LII SII � � I SII LI , _ J I I II I II I I I I II I II I I I I II I i E L -. L - - L - - L - - L - - L - - L _ L - - L - - FEC SEMI RECESSED FIRE EXTINGUISHER II WAITING ROOM/ I 1I -1I 1 I 11 11 - 1 1 1I -II CABINET(EXACT LOCATION TO BE ~tip,\-DI>.L" INFO/GREETER L - - - -IL_ ._. , ._.. JL_ — _ _._ _ I L _ - - JL _ — _ JL — _ _ J L _ _ _ _IL — _ _ J DETERMINED BY FIRE MARSHALL) �O L-_- A E - - - -1r- - ... - -1 _ _._.. - 7 - - - - -1#- - - - 7I- - - - —1 7 - - - 7I- - - - 7 56 �� 413 SF/15 100 I -II 4I -I i -II 4I -I I -II OCCUPANCY GROUP 18 Occ 1 r - - II r — II r - - I I r - - II r - - II - - I I r - - II - - I X I I I �I 1 �I + I 1- 71 17I I f I �I I n X Occ ROOM OCCUPANT LOAD PER SECTION > 64.8°T I E r J I Ir J I Ir J I I r 1 II- _i I Ir J I I r J I Ir J I I 1004 SHEET TITLE: (1j�TAt.p/qG ® L= LJL, cJL, (X Occ) TOTAL OCCUPANT LOAD PER SECTION 0 2':,J k �q( - �I J L �JL� �JL� J L �JL� J 1004 CODE ANALYSIS U1Jri E r. B OCCUPANCY g w ic EXIT SIGN W/INTEGRATED (80 Occ) (80 Occ) _ _1 4' II .. -- II ...i' __ • I'.. __"_ . " _ LI_ DIRECTIONAL ARROW. PROVIDE AT ALL EXITS, EVERY 100' IN CORRIDORS AND PER SECTION 1011 IN SPACES WHERE 2 E /l2Occ) OR MORE ARE REQUIRED. SEE a/ *NOTE: TRAINING ROOM REQUIRES (2) EXITS AT A MINIMUM OF 21'-7"TOTAL DISTANCE APART. I START ELECTRICAL DRAWINGS. PROPOSED LAYOUT PROVIDES (2) EXITS AT 58'-10"TOTAL DISTANCE APART. ��-'�A. N END EGRESS PATH (44"WIDE, UNO) C Gl a DRAWN BY: KOC O Ei. REQUIRED EXIT EGRESS S DATE ISSUED: M a o REVIEW SET 05.01.20 PERMIT SET 05.08.20 aii CONSTRUCTION SET XX.XX.XX 3 " 1. EGRESS PLAN ( 1.) N - SCALE: 1/16 = 1'-0" e 0 a a TRUE NORTH A100 SHEET: LRS Architects,Inc.®2020 N T �0 g 8 Y ACCESSIBLE PARKING PLUMBING FIXTURE COUNT REQUIREMENTS CODE SUMMARY LII IUMWS (PER TABLE 1106.1) (PER TABLE 2902.1) (SEE EGRESS PLAN BELOW) TOTAL IN MINIMUM NUMBER OF NUMBER OF VAN "WHEELCHAIR USER ONLY" WATER CLOSETS LAVATORIESREQUIRED EXITS PER SECTION 1015 (OCCUPANT LOAD PER SECTION 1004) PARKING LOT ACCESSIBLE SPACES ACCESSIBLE SPACES SPACES LEVEL OCCUPANCY FIXTURES FOUNTAINS ARCHITECTS REQUIRED 5 NOT REQUIRED 1 MALE FEMALE MALE FEMALE OCCUPANCY SPRINKLERED OCCUPANT LOAD REQUIRED PROVIDED ' 128 REQ 5 5 3 3 N/A LEVEL 1 720 NW Davis 503.221.1121 3 PROVIDED 5 - 1 (PROPOSED) 1 B Suite 300 503 221.2077 PROP 5 5 4 4 2 B Y 317 2 4 PROVIDE REQUIRED"WHEELCHAIR USER ONLY" SIGNAGE AT(1)ACCESSIBLE SPACE TO MEET CURRENT MINIMUM DISTANCE ALLOWED BETWEEN EXITS PER 1015.2.1 Portland OR 97209 www.lrsarchitects.com CODE. ACCESSIBLE SPACE MUST BE LOCATED ON THE SHORTEST PRACTICAL ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING ENTRANCE PER 1106.6.ACCESS AISLE MUST BE 8'-0" , OCCUPANCY SPRINKLERED REQUIRED PROPOSED WIDE AND STENCILED TO MEET CURRENT CODE. RE-STRIPE EXISTING ACCESS AISLE IF NEEDED. LEVEL 1 B y 68'-1" 106-9" EXIT ACCESS TRAVEL DISTANCE FROM MOST REMOTE POINT PER TABLE 1016.2 _4 4 le°. OCCUPANCY SPRINKLERED REQUIRED PROPOSED LEVEL 1 revolaiE C.SMARIY B Y 300' MAX 139'-1" I �" • COMMON PATH TRAVEL DISTANCE BEFORE 2 WAYS PROVIDED PER TABLE 1014.3 tik , i;.I;;;, OCCUPANCY I SPRINKLERED REQUIRED PROPOSED / lb 6355 'LEVEL 1 OF Cie B Y 100' MAX 72'-10" • (80 Occ) CONSULTANT: lI / t 1 � v uc Tv - ,�-, ,JANITOR - E go ?F.,♦72'-10'%139''-1" II I- - � 119 )'- II T= 7�r= 7—r= T� _ 7��' ��' T-I-= 7 - I1 c ®� MOTHS it 1 I IL I IL 1 I I_ 1 I[_ I li I l� I I I � occ�� T occ 12� II L — I L11 1 L4I 1 LII 11 L -1I I L ,�1 I L -II I L _4 F J° Hi I I II I I I I I I I II I II I fl I I I MEN'S I L - - -II L - - -11 L - - 1 I L - -II L - - �1 L - - 11 L - - -1 � - 118 I 1 II L - - - -1L_ _ _JL- - - - J L- - - - --jL - - - JL - - - JL _ __I I {� " � � Iw u L_ - _, I- - - - -17 - - - -17 - - - 7 r- - - -1r. 17 - - 7r- - - - 7 -awv r L-1 r - 1 r - 1 — pi -I I II II I ;� I� ® 0 .-,® I r11 r11 I I- -II I r1I r -11 1 r -1I I F1 �, _ �- 'I ,_ I Ir J I II- J I I r J € Ir J r _I I I1- J I H —1 z 7 U Z 0� ICI CY CY10 I_ I Roots ii,, cJL= LJL= L, 1 _ LJL �JL.. L-J1 L=11 L _ ._', -- WOMEN'S II" L 121 27 Occ OPEN OFFICE r --fi 117 582 SF/15 N____ It - -7 — r -Il- 7 1- 11 I-I- - -r --� T1(- -T - 1- --1 fr 11—F 711- 7 1 13 390cc -j1 II I 1- - -11 ll- - -1 I 11 I '- - --11 -I I II I I- - -�1 .L_-I, 510 34 Occ I II I I II I I II I COSIER • J CONFERENCE — — p r - J 11 L - -1 ql p r-- - -J II L -- ----1 q p E .� J II L — L_J+ C Fo , UTILITY/ELEC 112 ILS — — — JL — — — LJI ILff S - - - JL - - _ I_ JI ILS - - - JL - - - LSI I ARI -I 116 — - - MANAGER OFFICE 1• I 1 I II■- I I` 1__J' I 9 p r- — -I 11-- - 7 q 1- - -1 If- - 7 p p r- — - II-- - 7 p -1 MAI 'GER OFFICE MANAGER OFFICE I- 11 I HL_2Occ IL_ _L _L—J- - JJ LL _L _ _ _ JL—J- - JII LL -1 - - - 1L--_i- - JJ I 114 115 I F -1 2occ 2occ I COPIED IF - - T- lr -- -1-- I I— — J I I— 3.44i'0 I I i 1 - I r-, II— —I III I L— - 4 I + L _ � I J ;� J li--'1 I II I I " I P - J II L - -� PROJECT NUMBER: 220104 • L_a iii= � � = 7HI= -r 1--- 1.= •MPUTER I- ftt li- - J I II I L. - --ii CONFERENCE STORAGE P� ROO I II I State of Oregon - 110 187 SF/300 109 pN 1e: 2fi35F/15 10ec a��G - - - - - - �, - - - - 1, �, II L Employment 461 SF/20 18 Occ �o' Q�6�.�°� 1occ 11 - _ _ 4 �- - — �I T r �I �I L -r +L24 Occ z 3- II J 1 11 I! 1 II i II �- — -, I 1 1- - -d Department T.I. II rui J 111 J n11 II J F 1 r1I H COMPUTER LAB 724 SF/20 INTERVIEW INTERVIEW 1 RVIEW INTERVIEW ' 11- I Ir I IC # II IC I Ir I II I II I 103 37 Occ 104 105 106 107 - - L= LJL, =_H_- L_1 [L- L___, L J ri 7 — —I II L — 7 P Park 217 Business Center L A - _ JL — _ _ 4 OPEN OFFICE 31 Occ 11950 SW Garden Place j _ COPIER _ Suite 100 0 1 occ 1 OCC 1 Occ 1 Occ �� I 1r I �� I I 1 r- �� I �Ir �� Tigard, Oregon 97223 iimmi En i I I I I I —II— . I= JL -� ` JL iL I HILl� T� I �� f- �I(- rI izr kJL � k4_ kJi � k �L � 1 JL 1 1 JL 1 4 I 7F 1 1 1r 1 1 Ir 1 1 1� I �r �� TRAINING ROOM _ T - - 1 1 I I I I 102 �� o LJL� LJL� �JL� L_L� JLL--JL _� _ k I J l TRAINING ROOM TRAINING RO•I, II — o) — I 696 SF/20 01A �I — — — — - 101B 35 Occ II I 3 occ 1 II �� X11 1r ��r �1� 1 738 SF/20 II I — — _ - - II I- I IL LJH1 I 1 L I II.- I IL I I I- I IL I I EGRESS PLAN LEGEND 37 Occ � L II II 1 LSI I I I I I LSI1 LI I LSI L � r r 1 - I I 11 1 II I I I I! L _ _ I1I 4E HI 1L1L _ _ LIL - - - 11 L — — 1 L ` — �I L Y FEC SEMI RECESSED FIRE EXTINGUISHER " WAITING ROOM/ CABINET(EXACT LOCATION TO BE 1l' -. L INFO/GREETER L - - - J - -_ -_ � _JL - - - J L - - - JL = - - JL_ - - - J L_ - - - JL - - - J DETERMINED BY FIRE MARSHALL) Z� r - - fir � �lr- - - � r- - - - -1f- - - -1r- - - 7 L - - JL - - Li 56;\� 413 SF/15 100 I 4 -a1 4 I -II 4 -I I 4 OCCUPANCY GROUP 18 Occ _ I II — I1 I I II II r I I 1� — II l X i7 iT — J 11 r �1 1 r y1 I r I 1 r 7I I r �I I 1 i r �I I r X Occ ROOM OCCUPANT LOAD PER SECTION en zri s4 8„ I E r J I IL J I Ir J I I I- I IE J I Ir J I 1 I- J I I� I I 1004 SHEET TITLE: >-z (r/�T'14 DIA_ i viv - LL, LJL, LJL J L �_..1L_.�, LJL, J 11,= LJL_ J (X Occ) TOTAL OCCUPANT LOAD PER SECTION UJ E 21-r� AC -- �I a CODE ANALYSIS 0 [ — B OCCUPANCY 1004 6 Y EXIT SIGN W/INTEGRATED �4 " _-i i' ,. -- T DIRECTIONAL ARROW PROVIDE AT ALL (80 Occ) (80 Occ) _..... " " EXITS, EVERY 100 IN CORRIDORS AND (72 Occ) PER SECTION 1011 IN SPACES WHERE 2 a OR MORE ARE REQUIRED. SEE a *NOTE: TRAINING ROOM REQUIRES (2) EXITS AT A MINIMUM OF 21'-7"TOTAL DISTANCE APART. START• ELECTRICAL DRAWINGS. 2 PROPOSED LAYOUT PROVIDES (2) EXITS AT 58'-10"TOTAL DISTANCE APART. END EGRESS PATH (44"WIDE, UNO) 4, d DRAWN BY: KDC S E-► REQUIRED EXIT EGRESS DATE ISSUED: 6 a o REVIEW SET 05.01.20 r Y PERMIT SET 05.08.20 I Q.a CONSTRUCTION SET XX.XX.XX 2 NO 1. EGRESS PLAN O6D N 15 SCALE: 1/16 = V-0" I r 0 n.a TRUE NORTH 3 A100SHEET: Es LRS Architects,Inc.©2020 a m 3 c IL60" MIN 80"MIN r TYPE OF USE MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS f ♦ ♦ GENERAL NOTES ARCHITECTS APPROACH DIRECTION DOOR SIDE PERPENDICULAR TO DOORWAY PARALLEL TO DOORWAY z ` (BEYOND LATCH UNLESS NOTED) 2 ,igr2• ♦ 1. ALL DIMENSIONS INDICATED bN THIS SHEET ARE 720 NW Davis 503.221.1121 ` FROM FRONT PULL 60" 18" - z ♦ 1 CLEAR MINIMUM TO FACE OF FINISH. g 1 '� - `, j�� r 2. ALL ITEMS INDICATED BELOW MAY NOT OCCUR ON Suite 300 503 221.2077 THIS PROJECT. Portland OR 97209 www.Irsarchitects.com 4111.111.M11111111 FROM HINGE SIDE PULL 60" 36" FROM FRONT PUSH 48" 0" a z — s. T ♦ 3. SEE ARCHITECTURAL PLANS FOR ACCESSIBILITY AND zr T __ CONFORMANCE IN THE HORIZONTAL PLAN LAYOUT. civ 4. SEE ARCHITECTURAL INTERIOR ELEVATIONS FOR FROM HINGE SIDE PULL 54" 42" -- I 36"MIN BEVELED CHANGE IN BEVELED CHANGE IN VERTICAL CHANGE IN CARPET PILE ACCESSIBLE MOUNTING. FROM HINGE SIDE PUSH 42" ' 22" 3&4 s r LEVEL (b) LEVEL (a) LEVEL HEIGHT 5. VERIFY ACCESSORY SIZE WITH MANUFACTURER TO ENSURE CONFORMANCE WITH REQUIRED MOUNTING FROM LATCH SIDE PULL 48" ' 24" 12"MIN 12" MIN HEIGHTS. (a)CIRCULAR (b)T-SHAPED FROM LATCH SIDE PUSH 42" 2 24" 6. PROVIDE CODE COMPLIANT BLOCKING WITHIN WALLS NOTE: IT IS RECOMMENDED THAT TOLERANCES BE BUILT INTO THE AS REQUIRED FOR PROPOSED AND FUTURE A 1 DESIGN FOR ALL CRITICAL DIMENSIONS AIDIN CONSTRUCTIBILITY ACCESSORIES AND GRAB BARS MOUNTING FIXTURES. i-°bYil) ADD 6 INCHES IF CLOSER AND LATCH PROVIDED. G G D E SIONS TOCp S 7. PROVIDE GYPSUM BOARD WRAP BEHIND FIXTURES AT 2 ADD 6 INCHES IF WALLS DESIGNATED ON FLOOR PLANS AS FIREED. s 3ADD 12 INCHES BEYOND RLATCH IDF CLOSER AND LATCHED PROVIDED. B TURNING SPACE C FLOOR SURFACES & CHANGES IN LEVEL 4 BEYOND HINGE SIDE RESISTIVE. • 8. ACCESSIBLE FIXTURES REQUIRE A CLEAR FLOOR ynN,OREM A MANEUVERING CLEARANCES A T MANUAL ~ MINW SPACE CONTIGUOUS OR OVERLAPPING THE ��} O TO SIDE WALL ACCESSIBLE ROUTE. "� SWINGING DOORS 20" MAX X20"- 25" MAX - ( 9. FLOOR DRAINS SHOULD NOT BE PLACED IN THIS OFM. Yi► G - CLEAR FLOOR SPACE. •- #:2)\ 0 _L ♦ A. EXCEPTION: DRAINS MAY RESIDE IN CLEAR FLOOR SPACE PROVIDED DRAIN HOLES DO NOT CL OF CL OF I4b ~� z EXCEED 112" DIA. MAXIMUM; FLOOR SLOPE DOES FIXTURE FIXTURE �� 1 z 4" MAX z '� NOT EXCEED 2% IN ANY DIRECTION; AND THE ,k;� - - oo ELEVATION CHANGE AT THE DRAIN LIP DOES NOT CONSULTANT: �pp,� �o �i!n... ag '. iry_.k. v �.irt �,iii.� v �,�ii.� co EXCEED 1I$". v __ _ 48" MIN j:,c� , - �. +� i. `- `� 10. OPERABLE PARTS SHALL BE OPERABLE WITH ONE z T - � UI1 ' '� ��11��" �'r �ilt�♦` _ ��1l�� N �`r • • \ ♦ CLEAR FLOOR HAND AND SHALL NOT REQUIRE TIGHT GRASPING, !" SPACE 130 MIN PINCHING, OR TWISTING OF THE WRIST. THE FORCE oO __ I�I z CENTERED REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE u. - = OBSTRUCTED UNOBSTRUCTED ♦ ON ACCESSIBLE PLAN 5.0 POUNDS MAXIMUM. • � � co HIGH FORWARD REACH FORWARD REACH z •N\ z FIXTURE -� x 48" MIN ♦ ¢ Ni D r / 30"MIN . ♦ . �. . oma N h co O a ♦ H X SIZE OF CLEAR ` ` `v r` ♦ z_ O z O FF"FF77:1/ (b) PARALLEL (a) FORWARD FLOOR SPACE ha L �� / N .e H \Z g i 2 ao IiIji [ u� m i , g g -� . - cv ♦ H POSITION OF CLEAR v " �• FLOOR SPACE `' _._ `' ♦ ♦ ,�._. VERTICAL CLEARANCE LIMITS OF PROTRUDING OBJECTS ELEVATION 1 / T 1 JrNOTE: L10"MAX X10" 24" MAX 10" MAX EXCEPTIONS: 1. KNEE CLEARANCE PER ANSI 306. n �'� N 1. HANDRAILS SHALL BE PERMITTED TO PROTRUDE 4W MAX. 2. PROVIDE CANE DETECTION BELOW DRINKING r Lv 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 X �O X II„ HIGH SIDE REACH SIDE REACH OR GROUND. GREATER THAN 27"AFF �" ` -;-- ISI D REACH RANGES E PROTRUDING OBJECTS F DRINKING FOUNTAIN 60" MIN ru.--1I r s I 18" i 36" MIN I MIN r r w 0 (b) PARALLEL (a) FORWARD APPROACH APPROACH # # } x� MANEUVERING _.. Li_ I Q 2 LO ¢ X C7 X X ¢ X co CLEARANCE IN AN ALCOVE 4 w aU w v N U d < z ¢ ¢ : Y U I a < MEASURED TO �LAy) _ < w `'" w 2 z 2 m '� O w cY H REFLECTIVE ~ I,.. ♦ to 2 w 2 g m z m Zo a p _ m Zo z SURFACE PER o rn v m v. bo- g OD T' O C3' s co v O co I O G CLEAR FLOOR SPACE A117.1 §603.3 �� co wN LU•• off v w ♦ . .•D N N-O • . . 0 a N ..O • PROJECT NUMBER: 220104 �— - MIRROR @ MIRROR IN DRESSINGR c., , HAND TOWEL MEDICINE SANITARY NAPKIN SANITARY NAPKIN BABY CHANGING PAPER TOWEL TOILET SEAT BATH TOWEL BAR COAT! UTILITY! SOAP HAND DRYER z LAVATORY FITTING, AND LOCKER ROOMS RING CABINET DISPOSAL DISPENSER STATION DISPENSER/ COVER ROBE HOOK DISPENSER State of Oregon - H RESTROOM FIXTURE MOUNTING HEIGHTS RECEPTACLE ruL� jr 1 Employment 17"-25" ALIGN ADJACENT a Department T.I. 6" MAX ____ OUTLETS! SWITCHES O ELEVATION PLAN 1 U TOE CLEARANCE --•- -� o ♦ c}r (� •- o •- . R _ g Park 217 Business Center 8 MIN - U _ — -- ,r O O z / 4- 3 c�r I Lu iD O = z Y '� >< X H ¢ w 2 O w ,� �, U o - — - c O Y 0 - w < X 11950 SW Garden Place Z ♦ _ � Z 'op w O ¢ "' a • - - ♦ z m I a m g Y , a X VO 2 z w oo03 a _ ¢ m0 it) o Z < v w ¢ Suite 100 _ • co co I m O O io CO cn w v CC Q - �, 111\\\\\\\\\\\\ M o `r m �n - Z o m �° Z a a o O o ° Tigard, Oregon 97223 N `� y H I ` co 0 H O d U F- v F- ♦ aa44—• Jr J N � ,. . w . .O N ♦ N � N NH coV- .. -_ ♦ N N N N • r -- 11" MIN 25"MAX 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 WORK 30" MIN 24" r r r e SURFACE CLR WIDTH 56" MIN. WALL MOUNTED PROVIDE PIPE RANGE W! PROTECTION OVEN 59" FLOOR MOUNTED C:%.....%5 - - TO OBSTRUCTION UNDER SINK --0,—- --e- � r�i a c, I REQ'D WALL, 60" MIN TO 54" MIN FR ' DW WORK RA r ,R si co a' U � �� SURFACE �r O REF 16" MIN. PARTITION, OBSTRUCTION CLEAR FLOOR -- URINAL N -♦ — i q 18" MAX. OR OTHER 36"MIN 12" MAX 42" MIN SPACE CENTERED SCREEN PARALLEL TOP LOADING FRONT LOADING I - _ -- r r ,---r s ON ACCESSIBLE q. WHEN APPROACH SHEET TITLE: u_ _� - ♦ 0 FLUSH 11 36"MAX URINAL OCCURS 32"CLR CENTERED ELEVATIONS MISC.Lil z z CONTROL 24" �12" 6" MAX 39"-41" ? s 1. ON lYl r�SC. CODE 00 SENSOR r r - • 'r R4"MIN ` APPLIANCE 0 g VALVE ''.."- ---,,,,... 1 MIN MIN 4' t. „ '" I J rx - - z ♦ z 1 . --o INFORMATION \` i O rr OFFSET ' 24MAX E, < 0 T� . d �! . 2 - H z FROM CENTER N co g z m ' v r• O 0 } �� / OF DOOR OPENING z I- m Q d - Q a = WORK SINK W/ KNEE DISHWASHER GOOKTOPIOVEN REFRIGERATOR �r �u� M LL m ° 0 - __. `� v ( z GRAB BARS, m = - E co - O - - O 2 80 Nr ' s SURFACE CLEARANCE TYP. SEE Lo , ►L Loco a 1f�f ) 0_ v c" O 1— oo Z a 30" MIN ♦ �� "PROVIDE FLOORING & FINISHED WALLS UNDER ELEVATIONS - 60" MIN c'_,t r• �a N OH �,1 rn N p �,� r4_ r ' "" a FORWARD APPROACH COUNTERSIIIIMMINIMIIIIMMI . 4' / 0 CO `7"-9" 4 48" MIN "PARALLEL APPROACH ALLOWED AT SINK H PLAN ELEVATION PLAN REAR WALL GRAB BARS SIDE WALL GRAB BARS RECESSED DISPENSER ,� �• q DRAWN BY: KC E WHERE A COOKTOP!RANGE IS NOT PROVIDED a 'COUNTERTOP WORK SURFACE TO BE 34"A.F.F. MAX. ELEVATIONS PLAN DATE ISSUED: 0 L KITCHEN CLEARANCES M WATER CLOSET N URINAL 0 WASHER AND DRYER o REVIEW SET 05.01.20 PERMIT SET 05.08.20 N It CONSTRUCTION SET XX.XX.XX a 0 s N D N -' a_ 2A101.- 1 SHEET: ai ti pE LRS Arch tects,Inc-©2020 CZ) 2 P) g Y © a '841 '841 16'-7" ,� g---- ,, �� ---- -----�� GENERAL NOTES L rS rit n " I F " " " ; f .i, �� A. THIS DRAWING DEPICTS EXISTING CONDITIONS FOR REFERENCE ONLY. VERIFY ALL i��, �rr•=::::: :•:•:-' �B; ' �,�1 . , �� , . ;B,` t _ 1 u.c. tiB 1 DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND REPORT ALL *30,,,,t TV �B.J3. �. �. B�Bf�. �ir,13 JANITOR REF O o L.MOTHEk'S DISCREPANCIES TO ARCHITECT. A R C H I T E C T S - B. DIMENSIONS ARE TO FACE OF FINISH, UNO. DIMENSIONS NOTED TAKE PRECEDENCE OVER �` LI)L,:laiS `E1�19_ 120 m SCALE. 720 NW Davis 503.221.1121 J IN120 C. PROTECT ALL ADJACENT AREAS DURING DEMOLITION AND FROM DUST AND TRASH Suite 300 503 221.2077 D INTRUSION. 10 MEN'S 44 13 a. D. ALL DEMOLITION WORK TO CONFORM TO CURRENT OSHA STANDARDS. PROVIDE Portland OR 97209 www.Irsarchitects.com N118b 118 v v I 9'-8" �, ADEQUATE BRACING ON EXISTING CEILING FRAMING SYSTEM PRIOR TO DEMOLITION Z + E. SALVAGE FIRE EXTINGUISHER AND CABINETS FOR REUSE. PROVIDE AS REQUIRED BY - gr) '; �,12" bwi 4 CODE. �Y- z fl O MIN uT UU F. REMOVE EXISTING FLOORING AND BASE UNLESS OTHERWISE NOTED. G. PROTECT ALL ADJACENT AREAS DURING DEMOLITION FROM DUST AND TRASH INTRUSION. M o Al � * QU: ® � ® ,_® 100 `*" -1/43i701, _ 1,1 I O PATCH AREAS ADJOINING AND/OR ADJACENT TO DEMOLITION WORK TO MATCH EXISTING �` B --ick)_ 5 �3i � 1o}� I C Y 0 I BREAK AND/OR NEW CONSTRUCTION. Y 0 z `� `� 9 12" i O ROOM H. REMOVE & SALVAGE DOORS, FRAMES, HARDWARE AND RECITES FOR REUSE. WHERE NEW 4..e 44% ___io - U WOMEN'S 'MIN e� 121 DOORS, FRAMES, HARDWARE AND RELITES ARE PROVIDED, MATCH EXISTING BUILDINGb 1I .H. STANDARD TYPE, SIZE, FINISH AND COLOR. ALL DOORS TO BE SOLID CORE WOOD, ALL OPEN OFFICE J 117b 117 FRAMES TO BE KNOCKDOWN STEEL AND ALL HARDWARE TO BE STAINLESS STEEL �- 113 '4 ACCESSIBLE LEVERS. TOUCH UP EXISTING FRAMES AND DOORS WHERE NEEDED TObje.‘44^17611CHELLE • 0' v v 13 EQ T 6" EQ APPEAR AS NEW. 1, " -'. - +; �� r I. REMOVE BLINDS AND WINDOW COVERINGS FOR REUSE. CLEAN AND REINSTALL PRIOR TO O COPIER: 14 I c c,„_,-)Ft g` " J JOB COMPLETION. REPAIR AND/OR REPLACE ANY MISSING AND/OR DAMAGED WINDOW0.3 CONFERENCE ` J UTILITY/ELEC 15 COVERINGS TO MATCH EXISTING AS NEEDED THROUGHOUT ENTIRE AREA OF WORK. O�+' - �� (�} ✓� ��` CR u 112 N112 , bel I` I (0 116 , w L REF J. SOUND CAULK ALL WALL/GLASS AND WALL/MULLION JOINTS. D2 V I�.I W 5' 10" " � r K. PROVIDE J-BOX AND PULL STRING FOR TENANT-SUPPLIED VOICE AND DATA. U �_ _ - , L. REFER TO MEP AND STRUCTURAL DRAWINGS FOR MORE INFORMATION. MANAGER OFFICE n U 11 7 ''Z r;-17' I "" M. REMOVE ALL NON-FUNCTIONING BLANK OUTLETS - PATCH AND PAINT. 111 a MANAGER OFFICE 7" MANAGER-OFFICE - ; 3'-0� ALIGN WI CONSULTANT: U 114 115 4-- COLUMN COPIER 22'-1" 151-11" 10'-5" 6'-11" T N111 ALIGN41' C �� _1 � YI U o rn CO DEMO KEYNOTES 103b z Z Z O O D1 REMOVE EXISTING PARTITION AND GLAZING. 0 LI COMPUTER 32'-9"FV D2 CONFERENCE STORAGE ROOM 2 EQ OFFICES REMOVE EXISTING THERMOSTAT AND/OR BLANK OUTLET. r, _ ' z N 110 109 108 C7 D3 REMOVE EXISTING WAINSCOT. PATCH/REPAIR WALL TO BE AS NEW. 0 a 8 O D4 REMOVE EXISTING FLOORING. OCOMPUTER LAB INTERVIEW INTERVIEW INTERVIEW INTERVIEW O p5 REMOVE EXISTING COUNTERTOP, SINKS AND FIXTURES. 103 104 105 106 107 DREMOVE EXISTING SHOWER STALLS AND FIXTURES, kr OPEN OFF/z2 D7 REMOVE EXISTING MOP SINK AND FAUCET. N co ',:2 D2 COPIER O U 30"a' D8 CUT BACK END OF WALL TO ALIGN WITH NEW WALL. o 15 D2 0 0 0l o *�„ 2° 1 �— z zfi ■ ■ w Grq O O O O O " 33'-0" ., 6 5 ., 10 1 ., 10 1 e 10' 1" , 10'-6" 4, • TRAINING ROOM 102 N102 KEYNOTES E2 �� o TRAINING ROOM Ir MPROVIDE BACKING IN WALL FOR TENANT PROVIDED TELEVISION. TRAINING ROOM 101A 1018 O PROVIDE BACKING IN WALL AND WALL MOUNTED PROJECTION SCREEN. 1,-6" O3 PROVIDE 8'-4" HIGH MOVABLE PARTITION - 50 STC ACOUSTIC - SEAL 932 PAIRED PANEL SYSTEM WITH AUTOMATIC BOTTOM SEALS. FINISH AND FABRIC (TO BE SELECTED). D1 CONTACT CHRIS LEONETTI AT INTERIOR TECH, 503.320.1830 FOR MORE INFORMATION. SEE PROJECT NUMBER: 220104 rr-s -- WAITING ROOM/ A983 AND STRUCTURAL DRAWINGS. INFO/GREETER - .0 (-2) 100 O4 PROVIDE NEW ADA STAINLESS STEEL DISHWASHER. State of Oregon - O PROVIDE NEW GARBAGE DISPOSAL. Employment z O PROVIDE NEW INSTA HOT. r Department T.1. �, I O7 PROVIDE NEW MOP SINK AND FAUCET. SEE PLUMBING DRAWINGS. 0 e [ ,,z..+,z• +12"+12" +12"+12" $ o +12,+12. +12' r12 = Park 217 Business Center �` ` 13) = W, W �' L�, �; s PROVIDE 4'x8' FIRE TREATED PLYWOOD AT ONE WALL. VERIFY WITH TENANT ON LOCATION. O PROVIDE (4) NEW SINKS AND FAUCETS. SEE PLUMBING DRAWINGS. 11950 SW Garden Place w Suite 100 0 PROVIDE (1) NEW ACCESSIBLE SHOWER - SEE PLUMBING DRAWINGS. PROVIDE 42" x 20" BENCH AND (2) COAT HOOKS AT WALL. Tigard, Oregon 97223 *.(i) G ON WALL TO I. FLOOR PLAN WITH DEMOLITION 11 REDUCE NOISE TRAN FER.@ PROVIDE (1)ADDITIONAL LAYEPROVIDEX ST GOF GYPSUMAELDEC TR OUTLEFLOOR TO rTS AS REQUIRED. SCALE: 1/8"= V-0" @ REPAIR/REPLACE DAMAGED PUSH HARDWARE ON EXISTING DRINKING FOUNTAINS. IF UNABLE TO REPAIR, PROVIDE NEW LIKE MODEL DRINKING FOUNTAIN. 13 RELOCATE EXISTING RESTROOM DOOR, FRAME AND HARDWARE TO ACHIEVE REQUIRED DOOR CLEARANCES. JANITOR L 14 PROVIDE VERTICAL GRAB BAR AT EXISTING WATER CLOSET. 'a4- 6 {`) ,�] D3 c -� 119 - 15 PROVIDE SEMI-RECESSED FIRE EXTINGUISHER CABINET. --- ' J . 16 PROVIDE 4"x4" STEEL POST WITH 5/" GYPSUM BOARD ALL SIDES - SEE STRUCTURAL -1 DRAWINGS. PAINT BASE PLATE TO MATCH RUBBER BASE. t % MEN'S ,��-u . I _._ 118 r =1....2_z.- 1.14.I T =- D4 N--__- ' LEGEND C U �8 0 ,L, I D5 SHEET TITLE: FD `" ' . I . Q .. Q . Q ^ Q EXISTING TO REMAIN �_ ]] FLOOR PLAN - U r � I j D5 D8 c , DEMOLISH EXISTING ELEMENT N - LE__ ! WOMEN'S117 A%----,_ U NEW FULL HEIGHT PARTITION TO STRUCTURE WITH DEMOLITION I LL._ $ s\ IIF (SEE DETAIL 4/A982) 2s I D4 \ D4 v 0 \ II } �_ 1� = NEW BUILDING STANDARD PARTITION E I' (SEE DETAIL 3/A982) Q I rr--^^ I - • g ,_ _r I L__� yrs J,�,1� 8C,) c UTILITY/ELEC �.W.w�.,.,�,..,y.W.4. NEW BUILDING STANDARD PARTIAL HEIGHT PARTITION .5 a (�j DS (e� 116 (SEE DETAIL 5/A982) S �� +_� e°f DRAWN BY: KDC a __ .. 0 4 RELITE PARTITION DATE ISSUED: O O o O REVIEW SET 05.01.20 DOOR& RELITE TYPE. SEE A700 N1 .714.) PERMIT SET 05.08.20 2. RESTROOM DEMOLITION PLAN CONSTRUCTION SET XX.XX.XX a SEMI-RECESSED FIRE N SCALE. 1/8"= 1'0" .r-1.FEC EXTINGUISHER CABINET 0 N 0 cg -- WALL MOUNTED MANUEL PROJECT SCREEN 0 Q a g SHEET: A201 m LRS Arc-Meats,Inc.CSI 2020 r, r> On m 3 c J Y • • _ • L FrS tr- II TI T :o,: :a . _ ®��F:,y • GENERAL NOTES ARCHITECTS - 11_11--. I ti-Ak-�r\ /\ - \n' --- i\ii - 14--' \Al - \n \n \n i\/`/i • \\ • - •. • 'u/ \\i i i'v 720 N W Davis 543.221.1121 `� L` j 1\ I 1 n i n A. THIS DRAWING DEPICTS EXISTING CONDITIONS FOR REFERENCE ONLY. VERIFY ALL H / \ �l \ ;l ,I____,,\. ./. 11 \ \I / \I ! \I r \ r \ k/ \ ■ I/ \I Il \ Il \ Suite 300 503 221.2077 0 t- I �S -� t sII DIMENSIONSANDCONDITIONSPRIOR TO START OF WORK AND REPORT ALL ■ (� ,: r DISCREPANCIES TO ARCHITECT. Portland OR 97209 www.lrsarchitects.com_ B O IO • O 9-0- B. DIMENSIONS ARE TO FACE OF FINISH, UNO. DIMENSIONS NOTED TAKE PRECEDENCE OVER IX -- ; — I { SCALE.I\ / I\ / \ /l 1\ / 11 \ !I \ ,1 \ , -- \ !I _ �___ �� I:\/1-1Y \ ,� - I\ /'� C. PROTECT ALL ADJACENT AREAS DURING DEMOLITION AND FROM DUST AND TRASH _.� 7-0INTRUSION. \I \I \/ I, \/ \/ VIV I— 1, \/ II V I I/ n\ - \ - A\ - I 1/n\ - I`n\ - !n\I /n\1 \\ —I \`I �,,, -- • ° ,n\ I //'\ • I!n\I • I0: �i t,,. ® I r r i ® r- �i _ ® � r , ;�_s • D. ALL DEMOLITION WORK TO CONFORM TO CURRENT OSHA STANDARDS. PROVIDE • • • • I • • • • �-, ' ;. ADEQUATE BRACING ON EXISTING CEILING FRAMING SYSTEM PRIOR TO DEMOLITION. I • l \\ • • nu4n rnllulii E. CEILING CONFIGURATION TO REMAIN, UNO. l FSJ _ _ P •. F. EXISTING SUSPENDED CEILING GRID TO REMAIN UNLESS NOTED OTHERWISE. REPAIR � ��/ i� ‘_•,, '\ it r I,-� r =� •+ ��_-= • 7-0" - k k AND/OR REPLACE ANY MISSING OR DAMAGED GRID TO MATCH EXISTING. r; , ___ V V I _ i \/ I _ V I _ - -- I _ V I' l� J : 'v'i 'v/ ® k i C.MT n 1n In n - 1nI - nr /` InI -- v • �- It--7 -� __ _, frf:70R1%*n7la i ',-t'l ,, , El , l • I • i\v/ A4 • .. . . . ... r\--21 I\ / I OF (le /, - La n\ - - - -- —_ - n I o _I \'J -- DEMO RCP KEYNOTES • i ill • • • —b--- \—_II O. REMOVE AND SALVAGE EXISTING EXIT SIGNAGE FOR REUSE. • [ 1 - k-1 A a — _ y1 \ \ -- r-- -�-- CONSULTANT: l\ /i I\ /I I\ /I1111:1:\,/\:./1 •0 \ /I \ /I \ / I\ / \ / \ ,I I\ , 1,,v/1 I\ , I\ / ;� I )( n C2 REMOVE ALL EXISTING 2x4, 2x2 LIGHT FIXTURES AND ACOUSTICAL CEILING PANELS. -- VI I \/ I VI1 vI v \, I \/ \/1 V1 Iv1 \, I „ Iat /\ I - ' - In - n n1 n � /\ I n � I /\ 1 1n ,, ; AI - I/ \I 1 \ 1/ \ \ CD I \ ,,,\1 \I ® / 1 / \1 1 \ IY/�1I I/ \ / \ / !zAj >• • +• r-__ y ✓--� IL.--.II— .�.y--- -y • ® • • CO • • • ! • • • • • I • I ' i - X m I, A :11 / 1 1\ / I\ /I TY- \ /I I \ / \ / \ / \ /I 1\ / \ / 1\ /I • \/ IV \/ 1 v \/ v VI I V V IVI__ .` - �, �-A Y IN k , k r s • • k---/ \ / \ / \ 1 •• • • • • �� • -� \/ \/ IL/A\ - -- -- --- I \/ L__ u V _ u II A• [ 1 p,_ /\ 111A/11 /\ I /\ n InI - -- 1 // \ /) \X/1,1 \V/ I I VI I \, \, — ,/ 1 VI lv \r \/11 --- f I n I I\ -- I\ 11\ n n I n "_ A/ \� If I/ \ I/ \I /-\I I, \ I! \I / \ • 1/ \ r \ - ' - 1 . »��iiii f ..�--._—i- 1. -- .. ---r `i - - II_ I k--a ` -- r --I\V I\v I I'1/ �'_A 0 - -- t_ _ _ \ /� \\ I/n\I I \\ �� • J I -- • :-._=_____ ! _ I • I v 1--- — I I I X 4 I/ \I --- _, ILS ✓ V • I _ \/ V 1 • v 1 - I u _I V 1 I \, L- w --- r V 1---/--- • \/ 1 l i I it LAS �\ /A �\ / 1 /�i • i\ / 0 li 1\ / I\ Il k 11 I\ / • I\ , • \ /I i \ /I • I\ / \ /I i Iu -- a • Iv ! v - In In - n11 - n IAI n l InI In A Al 1 Al AlIn n - — • I/ \ I/ , / \i / \ I/ \1 • / \I I/ \I 1 1/ \ / \ / \I / \I „...,_J / \ • / \ • • / - r'--y, 5.-- r--- , --'—r-A ^�'--- • . • _ r \ 1 ! ■ ■ ■ ■ ■ ■ ■ �;`\ ■ �- 1- , __, A k-A -� k A ,-\--// �- k- 'L_� \ / \ /1 Iv / I \ 1 Iv / v /1 Is. /I v /I I\ II is. 11 \ / v /1 v / II v /1 Is. / I\ , • V � V I I V I V I v V I V L . v I I \/ I IVI \/ � v/ 1 V I v! I v/ I I v I V � � n n - I A I A ' - ! /\ - /\ `- /\ I ,\ I --I A /\ /\ /\ /\ /\ 1 n I /\ I I\ I ® — 11 \, / \ I/ \ 1/ \ ] I/ \ / \ / \I / \I 1/ \ / \ / \ / \ ! \ / 1 I/ \I ® I \ I/ \{ / —SIw--�— r_ --- i- 1 1'---4 _� -_'1 IA +-,� . f. �A �\ /1 . 1 •! • • • •• • • I • • • • • • • • • I\ /1 \ / r\•:/7 \ /I \ /1 I\ / \ /1 i' 1 i/ 1Ii/ \ / \ /- I\ ll I \ 1IVIV V \/ I I \I \lI _ V-J - V V IVI V I \/ / I V C� \V _ /n\ !n\ i\\ _ /n\ !n\i ;i\\ �1/'\ [ll'\ !n\1 I/'\\i i'\ i\\ \;- ..1 IT !n\ IL= �I -_y _ r LEGEND V I V I I V • - • • • • • • 9 L• •//\\ A\ • • • • • • • • //\\j 1 FSI k-A - -\-A k- R== , -- �- -� ----1771 ,I A- PROJECT NUMBER: 220104 I\ /I \ / /I I\ / I\ !1 I\ / 1\ / I\ /l I\ / \ / I\ / !\ , ® 11 EXISTING 2x2 SUSPENDED CEILING GRID TO REMAIN I V I V V I\II I V IVI 11/ I V �� V \/ I \/ I \/ 1 u I AlIn IAI n - A InI n n In I n1 F -- i/ InI In� �- — -- r �- _ -- c- IL -II State of Oregon • `V `\,I 1\\!/ ` / __ EXISTING 2x4 SUSPENDED CEILING GRID TO REMAIN - X - - I - X • /,\i ;, — — --- I _ _ I Employment 1\ /1 \ / \ / 1\ /l Is. /1 1\ /1 2 7 • • • \ / \ li `\ li s. / �\ , Is, \ , I\ , EXISTING HVAC SUPPLY- SHOWN FOR REFERENCE ONLY 1 \, \, - \, I \/ V I I V 1 ® \/ \/ 1 V I \, 1/ \, —_ \/ _ I v Department TL /\ 1 /1 n I /\ A I n /\ 1 A l /\ I /\ n 1 I /\ I !\ /\ / \ / \ - / \ I/ `' I/‘-.11 _ / \ I / \I / \1 / \I /- / \I Ir \I • I/ \ • i-\� EXISTING HVAC RETURN SHOWN FOR REFERENCE ONLY dCid • • tL1 .,. . . . ri_ir •. • •.. . i . 1 1 L s�� I J r, , I I j I I u__ EXISTING BUILDING STANDARD LIGHT FIXTURE TO REMAIN r ar usiness ente 11954 SW Garden Place >< i EXISTING LIGHT FIXTURE TO BE REMOVED OR Suite 100 Ie�__��l RELOCATED • Tigard, Oregon 97223 r: EXISTING COVE LIGHTING TO REMAIN - SEE ELECTRICAL DRAWINGS FOR MORE INFO O EXISTING RECESSED CAN LIGHT TO REMAIN 1. DEMO REFLECTED CEILING PLAN EDl EXISTING SURFACE MOUNTED LIGHT FIXTURE SCALE: 1/8"= 1'-0" ® ®+ EXIT SIGNS (W/INTEGRAL ARROW WHERE OCCURS B EXHAUST FAN • EXISTING SPRINKLER SD EXISTING SMOKE DETECTOR [FS EXISTING FIRE STROBE — DEMO EXISTING GRID AND/OR HARDLID CEILING AS NEEDED WITH DEMO OF EXISTING PARTITION AND F CONSTRUCTION OF NEW PARTITION. SHEET TITLE: DEMO REFLECTED CEILING PLAN N Q g N Q Q U i 0 Q §c5 :"g" DRAWN BY: KDC 3 DATE ISSUED: 4 g ny REVIEW SET 05.01.20 r PERMIT SET 05.08.20 N CONSTRUCTION SET XXXX.XX a 8 0 0 N O t Ot'yy C a.O 2 SHEET: A D401 LRS Architects,Inc.©2020 M O] f!9 _ • • Limrs cF � 1 I FI ' I I - - ac,• • ____ _ _ GENERAL NOTES ARCHITECTS i j • • . •. I •• N. l- ■ 720 NW Davis 503.221.1121 . .. MOTHS�' A. THIS DRAWING DEPICTS EXISTING CONDITIONS FOR REFERENCE ONLY. VERIFY ALL Suite 300 503 221.2077 '„�'� DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND REPORT ALL CONFE.RENC — �IIii — I I I I fl 0. • Q -0” f ! DISCREPANCIES TO ARCHITECT. Portland OR 97209 www.lrsarchitects.com 1 — • --- B. DIMENSIONS ARE TO FACE OF FINISH, UNO. DIMENSIONS NOTED TAKE PRECEDENCE OVER I1 : .� .. MEN'S :® (p 3) 1 •_ SCALE. ___n - f'r , `rr I [ /-C-'-) 7 118 7,-0„ .��----- 1. C. SEE SHEET A180 FOR CODE REQUIREMENTS FOR SUSPENDED CEILINGS D. SPOT ELEVATIONS ARE FROM FINISH FLOOR TO SURFACE OF CEILING. I ® I ® LI @LI 0 1981` ••Fl- • • E. ALL ACCESS PANELS, DIFFUSERS AND NON-NOTED FIXTURES TO BE FINISHED TO MATCH — 6351€If33'rEreaa::B;,:.rww auuu uu • • • '— • • • • ADJACENT CEILING FINISHES. ---_ I I • I - F. VERIFY ALL MOUNTING HEIGHTS ONSITE WITH ARCHITECT PRIOR TO INSTALL. . .. .:. IIID -I_ IFsI1 1 - 1 j . ,_ 1 I 0.°Eh'OIFICEi I I gREAK�RO M G. LIGHT FIXTURES TO BE CENTERED IN ROOM, AREA, AND/OR ACOUSTIC PANEL UNLESS f 3 j I • �.'. 7.-0.. I R5 I ® I NOTED OTHERWISE. :441AIDIELLE C. T -� 1 - H. ALL FIRE LIFE SAFETY IS DESIGN BUILD. PROVIDE EMERGENCY LIGHTINGS, STROBES, YEA 7 I I iI I c WOMEN'S ® — SMOKE DETECTION AND SPRINKLERS AS REQUIRED BY CODE. i --- PP 1 P 11� I. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION. a , 'me.-,: ,.s ,. ., „,, • • --_ _ I • — • W • j 6351 R4 l • • • • • •l • 4f7. [iaF • --- —__ j I - I7• '1,«. ;,, L. c I RCP KEYNOTES I ■ • • ■ (R1) PROVIDE REQUIRED BACKING IN CEILING FOR TENANT-PROVIDED CEILING MOUNTED R4 I = PROJECTOR(S). VERIFY LOCATION WITH TENANT PRIOR TO CONSTRUCTION. C j 1 IL - SIA A ER OF ICi Ar.►ANAGER uFFICEij f f+ 115CONSULTANT: L 11 —I FS R2 REPAIR CEILING GRID AT AREAS OF NEW DEMISING WALL CONSTRUCTION. id, —' -- �— ® ! R3 PROVIDE NEW"SECOND" LOOK ACOUSTICAL CEILING PANELS THROUGHOUT AREA OF • ® • • @ • `, • • • 1 • • ' • • 7 • �I • WORK. �.� I ,R4 R4 I — R4 PROVIDE 3' SOUND BATT INSULATION ABOVE CEILING GRID 4'-0"ON EITHER SIDE OF ALL '' rl COMPUTER . WALLS IN THIS ROOM. • 4 L, _ 130 E` 109 �{Jt — _ - �.J R5 PATCH AND REPAIR GRID AND GYPSUM BOARD CEILING AT AREAS OF NEW CONSTRUCTION I- • • EL , • ® • • L • ® • TO MATCH EXISTING. AhiL — • ---- -r--1 —� °FF �P 1 • 1 1 IIt I 1 �- J - - - I I I C PJTER LAB ___1- I] I I - LIGHTING LEGEND 1 _ R1 7U3 1 I - • 1,'VT R Ey Cs'-1a7 , NTERl1EI _1 . _, • I I I 1'" I�ITE�4V1705- 1 . 1,VTFRVEW - • I -- - • 1 • 1 1PROVIDE NEW OR RELOCATED BUILDING STANDARD 2x4 LIGHT FIXTURE , _ TRAINING ROOMJ 1 Li _____..... - --- 10,Z I ' - DPW PP 1 • .f P - F' ----rM1 —, s • • I I I D I I R4 1 R41. I PI I R4 II 1 II bPEN OFF CE 1 I ° E s 0 EXISTING RECESSED CAN LIGHT �� I . I • I • J122 ■I il I I J I - if iittir i€IIIIII IL EXISTING COVE LIGHTING i J — I — — ® _ ® 1 EXISTING SURFACE MOUNTED LIGHT FIXTURE — • R4) • 1 • , •, --- -- • — • • •-I • I • • I I I .1'F' I �— R4\ — I I I - E 0lH ■— — _ — — — �—L__ I ' -- --- - RCP LEGEND -LI L I • • • • • • __ i , j TYF' • • I _ • • • • • ' • • • FS "-r_ �JL -- EXISTING 2x2 SUSPENDED CEILING GRID PROJECT NUMBER: 220104 I I Oil/T NGI RGOM I I TRAINING ROM ' . I< 1 TRAIN! G IFOOM I INFC�/G ESTE I °PP so; I' .PF • 1218 I la •983 ItliA ani — I -- 1 IState of Oregon - /--\1Di . I R1 • I EXISTING 2x4 SUSPENDED CEILING GRID u 8-4 _ 11 .�1 U I I _ I Employment J _i_.. l , I — I • • • I -- I EXISTING GYP. BD. CEILING TO REMAIN. PAINT P-3. CD E` Department T.I. _i_ , .1 I ll: U ._ _ _I , a — — --=--- fi--a_ „ „ Li 11 ____a • • • - _ '—-- • • I — ---- _ —• •• •• •• • - NEW GYP. 8DSOFFIT @ 8'-4"AFF. PAINT P-3. I � I I •� �1 1 I I j I Park 217 Business CenterI ,I r �/ ��y1 n , t______2' II 1 f I te / I '„ fI i ” ,. ,, U --- , 11950 SW Garden Place +8'-10' CEILING ELEVATION TAG Suite 100 1 CD CEILING FINISH Tigard, Oregon 97223 1. REFLECTED CEILING PLAN ® (24 EXIT SIGNS (W/INTEGRAL ARROW WHERE OCCURS SCALE: 1/8"= V-0" ..711-Y EXISING EXHAUST FAN - SHOWN FOR REFERENCE ONLY • EXISTING SPRINKLER- SHOWN FOR REFERENCE ONLY EXISTING SMOKE DETECTOR- SHOWN FOR REFERENCE ONLY FS EXISTING FIRE STROBE - SHOWN FOR REFERENCE ONLY - WALL MOUNTED PROJECTION SCREEN PP TENANT PROVIDED POWER POLE- SHOWN FOR REFERENCE ONLY 4 0 w SHEET TITLE: 0 -- REFLECTED CV CEILING PLAN ON rn a 0 U 0 Q 0 0 M ., d DRAWN BY: KDC a 0 DATE ISSUED: 0 4 0 REVIEW SET 05.01.20 n PERMIT SET 05.08.20 Y a CONSTRUCTION SET )(XXX.XX 0 0 N O cc 4 6_ a, i' A401 SHEET: E v LRS Architects,Inc.®2020 o_ m 3 c OPENING DOOR FRAME L rS No. Size ROOM NAME Thick. Type Material Finish Type Material Finish NOTES (E) 100a (E) ENTRY (E) (E) (E) (E) (E) (E) (E) 4,7 (E) 100b (E) ENTRY (E) (E) (E) (E) (E) (E) (E) 4,7 ARCHITECTS (E) 101 (E) TRAINING ROOM (E) (E) (E) (E) (E) (E) (E) 4,5 720 NW Davis 503.221.1121 tt 101a 3'-0" x7'-0" TRAINING ROOM 1-3/4" F SC WD MFR A STL-KD MFR 2 1Suite 300 503 221.2077 101b 3'-0" x7'-0" TRAINING ROOM 1-3/4" F SC WD MFR A STL-KD MFR 2 1 102 3'-0" x 7'-0" TRAINING ROOM 1-3/4" F SC WD MFR A STL-KD MFR 2 Portland OR 97209 www.lrsarchitects.com 103a 3'-0" x 7'-0" COMPUTER LAB 1-3/4" F SC WD MFR C STL-KD MFR 2 103b 3'-0" x 7'-0" COMPUTER LAB 1-3/4" F SC WD MFR C STL-KD MFR 2 104 S-0" x7'-0" INTERVIEW 1-3/4" F SC WD MFR C STL-KD MFR 105 3'-0" x7'-0" INTERVIEW 1-314" F SC WD MFR C STL-KD MFR 106 3'-0" x7'-0" INTERVIEW 1-3/4" F SC WD MFR C STL-KD MFR ,=.4.0)°D 44e.. 107 3'-0" x7'-0" INTERVIEW 1-3/4" F SC WD MFR C STL-KD MFR 108 3'-0" x 7'-0" COMPUTER ROOM 1-3/4" F SC WD MFR A STL-KD MFR 1,7 I MICHELLE C.STARTT 109 3`-0" x7'-0" STORAGE 1-3/4" F SC WD MFR A STL-KD MFR 2 a. 110 3'-0" x7'-0" CONFERENCE 1-3/4" F SC WD MFR C STL-KD MFR / • 111 3'-0" x 7'-0" MANAGER OFFICE 1-3/4" F SC WD MFR C STL-KD MFR 2 M, 1 •,:::1 112 3'-0" x7'-0" CONFERENCE 1-3/4" F SC WD MFR D STL-KD MFR 114 3'-0"x 7'-0" MANAGER OFFICE 1-3/4" F SC WD MFR C STL-KD MFR 2 oF c 115 3'-0"x 7'-0" MANAGER OFFICE 1-3/4" F SC WD MFR C STL-KD MFR 2 (E) 116 (E) UTILITY/ELEC (E) (E) (E) (E) (E) (E) (E) 4,6 117a (E) RELOCATED WOMEN'S (E) (E) (E) (E) (E) (E) (E) 4,8 117b (E) RELOCATED WOMEN'S (E) (E) (E) (E) (E) (E) (E) 3,4,7,8 118a (E) RELOCATED MEN'S (E) (E) (E) (E) (E) (E) (E) 4,8 CONSULTANT: 118b (E) RELOCATED MEN'S (E) (E) (E) (E) (E) (E) (E) 3,4,7,8 (E) 119a (E) JANITOR (E) (E) (E) (E) (E) (E) (E) 4,8 (E) 119b (E) ENTRY (E) (E) (E) (E) (E) (E) 7,9 120 3'-0" x 7'-0" MOTHER'S 1-3/4" F SC WD MFR A STL-KD MFR 3 121 6'-0" x7'-0" BREAK ROOM 1-3/4" F SC WD MFR B STL-KD MFR 1,7 Notes: Material Legend: 1. Provide door with closer. MFR Manufacturer's Standard SC WD Solid Core Wood 2. Provide locking hardware. (E) Existing STL-KD Steel Frame - Knock Down 3. Provide occupancy indictor lock at door. 4. Repair any damage on existing doors and touch up frames to match existing. 5. Provide"exit:only" hardware. 6. Provide door sweep and rubber gasket. 7. Provide for card access- Must be 52 systems compatible. 8. Existing door,frame and hardware relocated as required to achieve necessary clearances. 9. Paint door&frame to match adjacent wall. General Notes: 1. Threshold at all doorways to be level or no greater than 1/2" in height. a-0" 1,,, 3'0" ._ 6' 0" f 3`-0" 3` 0" f 3' 0" 3'-0" 3' 0" ,,1 ii, 1 116- Alk- N- N- {— r— i--- z?0 i,:, PROJECT NUMBER: 220104 TEMP TEMP TEMP F O SINGLE OPENING O DOUBLE OPENING O SINGLE OPENING w/3'-0" Oo SINGLE OPENING w/(2)3'-0"WIDE RELITE State of Oregon FLUSH PANEL WIDE RELITE C J NOTES: NOTES: L m p1 o,ym en t 1. ALL NEW DOORS TO BE SOLID WOOD TO MATCH EXISTING BUILDING 1. ALL NEW FRAMES TO BE KNOCKDOWN (BLACK)TO MATCH EXISTING. Department T.1. STANDARD DOOR TYPE AND FINISH. 2. PROVIDE TEMPERED GLASS AT ALL RELITES. 2. PROVIDE NEW ADA LEVER STYLE DOOR HARDWARE TO MATCH Park 217 Business Center EXISTING. REPLACE ALL ORB DOOR HANDLES WITH LEVER STYLE WHERE APPLICABLE. 11950 SW Garden Place Suite 100 1. DOOR TYPES 2. DOOR FRAMES & RELITE TYPES Tigard, Oregon 97223 SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1`-0" AI 1 S 1 •982 982 '982 982 1 23'-11"VIF _1,1-3" 3'-0" �" 6'-7 112"VIF 6;, 4'-6"VIF , 1I. 17'-10"VIF 6 EQ PANELS 1* 2 EQ PANELS ' 5 EQ PANELS t— A i q o 4 F ;4- SHEET TITLE: w E TEMP TEMP TEMP ♦ G TEMP , DOOR LEGEND &a 4 2 J z 2 0 2 o SCHEDULE c "' 983/ 982 982 "' � 982C.) o Q FRAMELESS RELITE @ TRAINING ROOM 101A FRAMELESS RELITE @ O FRAMELESS RELITE @ TRAINING ROOM 102 O FRAMELESS RELITE @ COMPUTER LAB 103 0 NOTES: TRAINING ROOM 101B Z S 1. FRAMELESS GLASS OPENINGS: 1.1. PROVIDE FRAMED GYPSUM BOARD WRAPPED OPENINGS PER DIMENSIONS LISTED ON PLANS- LFIELD VERIFY PRIOR TO ORDERING GLASS, DRAWN BY: KDC a 1.2. PROVIDE TEMPERED 1/2"THICK CLEAR GLASS AT ALL RELITES. DATE ISSUED: S 1.3. PROVIDE 1-1/2"SURFACE MOUNTED U-CHANNEL AT TOP OF GLASS, SATIN ANODIZED. p 1.4. PROVIDE 1"SURFACE MOUNTED U-CHANNEL AT BOTTOM OF GLASS, SATIN ANODIZED. REVIEW SET 05.01.20 1:1-• 1.5. PROVIDE SILICONE CAULK AT ALL SEAMS PERMIT SET 05.08.20 N ri CONSTRUCTION SET XX.XX.XX P, g 3. DOOR FRAMES & RELITE TYPES CON'T SCALE: 1/4"= 1'-0" A700 0 a a g SHEET: Ng LRS Architects,Inc.a 2020 g m 3 �a c S Y e 1... ns— " " " 1 u N N - . * H Ccs �� REF GENERAL NOTES ARCHITECTS TV � � � � ./ �- JANITOR � ' L----, , I 199 ` ' �a N I r-� -_ -_ T--� -_ -_ -_ -T -- O � MOTHER'S 720 NW Davis 503.221.1121 `3 r- ��1=- ��r=- r- �� - �Ir- 5=ii=- r sv-. "4.1) I 1 I I I 1 I I I I I I 1 I I 120 a A -- € '-- ' '-- ' II I IL_ ' '-- } !�- I ' I r ' LVT-� 11 Jti A. THIS DRAWING DEPICTS EXISTING CONDITIONS FOR REFERENCE ONLY. VERIFY ALL Suite 300 503 229.2077 -T- E I , I I I II --� I I I I , 1 ' I I p e 11x1) 1 II LI L--7 I L_J L_J 1 L_ 11 1 L__I 1 L_J 1 L__I 1 L...J I - ' I I 1 I 1 1 1i I I I 1 1 I I I I s DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND REPORT ALL Q� I I I I I I 1 I I 1 I I 1 I 1 I I ® e DISCREPANCIES TO ARCHITECT. Portland OR 97209 www.Irsarchitects,com J1 11 I I ISI �- ' 1 I 1 I 1 I 1 r I 1 1 1 1 I r I I 1' MEN'S B. DIMENSIONS ARE TO FACE OF FINISH, UNO. DIMENSIONS NOTED TAKE PRECEDENCE OVER x___L_g L __, L _ __, L. ------T i __, L __ LI __7 L.. __7I -- {JJJ /// __ 118 L _ JL JL IPP _pP JL JL JL J 1 ._.;Uj . r.._-_ 1 1 SCALE. i I I L____ r - -1r -1r-'-- "r 1r 1r 1r 7 �r - bw e C. SEE FINISH SCHEDULES FOR MORE INFORMATION. I I I I I I I CS' I' r- r1 1 _ __J __J rtg_ __ --J - --J �[ -J - J _ � .z O. T - J, s D. ACCENT WALL LOCATIONS TO BE DETERMINED-VERIFY WITH TENANT PRIOR TO i . ' I i ' i ' i ' � i i i t� i �� ` � � ,y� F�,yy, o.-1-- __._. _ "r 7 - s CONSTRUCTION. 1111I I I:`I I`fTI r I`YY I ®- ® .,® _® L 1AX-±-*1 r_ -- _ _ _ r_ - 71 I & I .L J. ; E. TENANT TO SELECT REMAINING OUTSTANDING FINISHES PRIOR TO CONSTRUCTION. Z�' �b_I t �- I I I i �- 1 I i - 1 I I 1 I I 1 1---1 I-- I I I I -� ` 1 ® I �� s F. NEW AND EXISTING COVERPLATES, SWITCHES AND OUTLETS TO BE WHITE. PROVIDE AS ''slLr I� i 1 i [ I s� 3 -\ J J J J I I ' I I ' I I ' I I I -- '2 Q ��o � o ® 0 0 J I m BREAK I I I - I f "' I I I I I I I I -J I I -J i I J I 1 I ;Y z' p u )1 ■I _1_ ROOM LJ NEEDED. 1 I L- -�L__ L-��__ �_!, - -�L_= -�L__ � �-_= �� - �8'-�__� 0 '� WOMEN'S "� 121 G. FURNITURE INDICATED ON PLANS IS FOR REFERENCE ONLY. -+- �� . 10 f� 117 (r11cj ' H. SEE INTERIOR FINISH PLANS, INTERIOR ELEVATIONS AND REFLECTED CEILING PLANS FOR 11 C.STAT 1x I 1 ;_l �`, OPEN OFFICE J 1 r1 MORE INFORMATION. AP 1 ' Pa ,PP 113 p� s / 1111 i 11 r__-1-----1---W--i----'--r--- l r---,--T- - ---r---�� IF�----i---r-�F- ---r---��, , �� I. SEE INTERIOR DETAILS FOR ALL FINISH TRANSITIONS. fa - I I I 1 I -_ 1 1 J1Y- 1 ' 1 I 11 -f 'r� -)"�__-� J -- L___��JJ ; p 1 I co m�� LJ4 , f I 055 ' ;' Q COPIER , : __ &A LJ J 40 J L-___ J L____ J L____ �."J . CONFERENCE (---- n r---- n n r---- n n r---- 1 11 ,-__-; 7 1 L UTILITY/ELEC a�' M. immilime:ii 112 II I I II II I I II II I I 1! 916 SI...JL_ J JI IL I JL J JI IL I JL J JI e I1 --I_ iI `ll 11-----1---7 Ir_ -�-----�� 11 E^---7---r-ter ,t I i REF i ■ cPT, Il----J 1-0—g-_ u it---J , if-- - ---moi it---J --0--- DS) . +cr; PAINT FINISH NOTES --_, MANAGER OFFICE lam` 1 lam' 1 4 '� I, I i ii I I 1 I `�I FI �1 �- J I --- J I -- IIII ---- -� MANAGER OFFICE MANAGER OFFICE r- II ----- CONSULTANT: P r---- r -1 l r---- r -- 1 rl r----- IrA. PAINT BOTTOM AND SIDES OF SOFFITS TO MATCH ADJACENT CEILING COLOR UNO. rtF4r -, ® ILL I I I I II II 1 I I II II I 11 I II 114 115 JL____J ____JJ LL I -11_____J_____JJ LL_J 11 _ J ____JJ PP B. PAINT ALL NON NOTED MISCELLANEOUS ITEMS TO MATCH ADJACENT FINISH COLOR UNO. l -- COPIER ii I I , 1 I � rr---� -r- -,___r---l1 C. INTERIOR PAINTS ARE TO HAVE THE FOLLOWING SHEENS UNO: L___-J (1=11) T '1 IL-__JL___J • WALLS- EGGSHELL Ve=4'' ll � *4.) • CEILINGS & SOFFITS- FLAT(EPDXY-EGGSHELL) • DOORS, DOOR FRAMES, CASINGS AND MILLWORK- SEMI-GLOSS . \\:.) / Am CPT-1 HPT -� n r---_J L---__1 n D. PROVIDE A FULL GALLON OF EACH WALL COLOR WITH LABELS IN TENANT STORAGE (I ''I (I 'Thl1 Ii iI fiffn CPT-, ® CCT_ II 1 I II IL JL I �II CLOSET, LABEL ALL LEFT OVER PAINT,AND DELIVER TO OWNER WHERE DIRECTED. IIi`- 1li . ll i�l Ii YI CPT-1 .- �-- r I = _ COMPUTER ( r�1� 1 0l1 l pn ' CONFERENCE ' STORAGE ROOM PP PRS 1 ' - - -� �- i -77a- I 109 108 rr 1r 1r �' 'ter' -Ir �-1 J L---- - - I �I 11 ' I fl h11 ff�1 I 1 1 1 1 1 I _ 1 n r---- n r-_, I ,J l li 11 i1 11 11 L=._ LLr�_ _1 II I I II I I }C' �" rd Tv r - J 4-4--H r J r- J r- JIL_J JL I JI II I I - I - II IF-1- F" r--- i11 fr�fl fr'l1 11 0 I ' ' I ' I I I 1 I� I 1 I ' I I I 11� 1I 11 1I 1 1 11 11 I _ I I I I I I _ 1 I 1 �___J �J �___ I- T -1 L_boli L_J"�" L_S� L-A . II I Ii fl I r � I r-� 1 r-� 1 r 1 I r 1 ( rl I /1 1 CASEWORK NOTES I I I __ I I__J I I__J I 1 -J I I__J I I 1 I I 1 1 I r 1 I I I `e11` ' L� COMPUTER LAB ; !; � INTERVIEW INTERVIEW INTERVIEW INTERVIEW 1 I I I 1 1 I I 1 I J L____ `�� _ �? 104 X05 106 107 �_. =JL== �_-11-__ �-J �_, 4---11-__ -� il r---- 1 fl 103 L-- /�� r` �� - I 1 I II A. CONSTRUCTED 1N ACCORDANCE WITH NAAWS 3.1 2007 CUSTOM GRADE. r- r- r- �- <� - )� C� ,>-- ' <� - ' C� >-- ' LL_J JL I JJ B. EURO STYLE BOXES WITH FULL OVERLAY DOORS AND DRAWERS. �i �n Y OPEN OFFICE r T - C. PLASTIC LAMINATE CABINETS WITH MATCHING 3 MM SOLID EDGE BANDING. 1._ 1 1 ll j! 4 pli Q11 I ,� ,� ,�, ,� ,� 122 _ _ �I �` ", ;` / �` /2` �` /` P D. WHITE MELAMINE INTERIOR UNO (GRAY AT PULL OUT TRASH BINS AND BLACK WHERE cI 1 1� 111,--,11 �C l-�. �� i�- r = 11 irn= -� �P = PP PLAM IS DARK). b Inti ll� 1i I (�J�-�`�� ' `., .✓ <<.� -c. I COPIER __Pp P .P P I I I L_J� L_J'II L_� 011 L_ lil ® ��.1 Emir; 11' i ti I I.nt441-1 IL_ I ii I� 17-1-1 II II 1 f fr i l II f i Sl E. PULLS: GLIDERITE, CC STAINLESS STEEL 6 118" LONG SOLID HANDLE BAR PULLS en u+• r~ �____ _L_ I JL I J JL I�+ J JL ■11 Lgil I J II I 1 !I w #5001-96-2210. I- T 7 F=-fir-9 =-1r-9 F=ir F=1r=1JL_ JL- Q . I I _JL_ =-1r-R F. HARDWARE: COMMERCIAL GRADE EURO HINGES, SOFT-CLOSE FULL EXTENSION DRAWER CPT-a f?`�l I I L jJ I I LJ 1(1 1 II f 'll f? 1 II I I I ' -�' j 1! l j II L r 1 lid 1 II 1 1 f 1 II 1 ' [J 17 I II In 1 11 I l GLIDES. E_JL_ =JL =JL_= =JL_J if J �iL�tJ I� I II I �1 G. SCRIBE FIT FILLER STRIPS TO FINISH ALL CASEWORK AT WALLS AND CEILINGS. FILLER � f a 1r- fir- �r- „___,,_-= E_ f7�1 13 ffl R r 1 11 i�l fl 1 11 r ;li I 1 11 I I f1 1r STRIP TO MATCH CASEWORK. TRAINING ROOM I J 11 n 11 II L I u 11 i 11 rsi if' I " I ;li Jf= JL JL 'lJ JL_� I 1 11 I I 11 l ,IJ H. PROVIDE FINISHED PANEL(S) ON ALL EXPOSED SIDES/BACKS/ENDS/UNDERSIDES. 102 CPT-' - -- =JI== JL__ �1- PP � � TRAINING ROOM ' _ ' TRAINING ROOM 109A L-- r; L J 1018 �_ it-,‘ i I IT= =_ __ --t r-� -_ -_ r- =��- �_��- -� r- �=�s=- �_��- .,-_-_71-1 r=te =�P-, =�-, I C') ! 11" I I I 1 I I I I I 1 I I I I I I I I r-1 1-71'-' r- r-1^ 1 r-1 1 1 11 - f� - IL_ II__ II__ I 1 L_ 1 1__ 1 IL_ I 1 L_ 1 IL_ IKEYNOTES 111 I f`1 'S) f 1 I fT�114 f1�11. f1 L �L� LJa L_t -__-�{ J 1 ( � 1 I I I 1 1 1 1 I I 1 I I 1L� 1(�1 14QJ 1JI k.,IJ 1I,11 Ilii r-- `r�' I L-J 1 L- L- I L--J I L__ I L_J I L_J I L_ f L� 1 I L, I f1 1 L J I 1 I 1 1 1 I 1 1 1 I I 1 1 1 I 1 11 111 I IThl I I I ii 'i i (lei 1 17 1 I ' I 1 I �y I �y I I I ( PROVIDE NEW FIBREGLASS REINFORCED PLASTIC (FRP-1) WAINSCOT MATCH HEIGHT OF PROJECT NUMBER: 220104 LI IJ LI IJ l 1 11 II I I I J I L_ J� L J L 1 L 1 i __ 1 L -1_ 1 �!__ 1 L _ L 5 I Lt I ( ) �_LI �_LI 1---I x_11 11q--1 l'ij-_1 --t _, r- ---1 _ --� � -- -� � -_ --- �`---I ---1 EXISTING. PROVIDE STAINLESS STEEL SCHLUTER TRIM AT EXPOSED EDGES. f e`0 fel J I f ell furl I1�1 In 1 I f1 i WAITING ROOM/ I I I 1 1 I 1 1 I 1 I I I I I 1 LI L JL JL IPP L JL JL +PP +P-P JL J 11p 11 L• ,LJ I IpIl i lc,' I I I J 1 j L_ INFO/GREETER r �I �I �t _� r-- --- 7r r �r �r �r ' 100 11 _ -_ _ I _ 1 I 11 __ I - __ 1 _ _ 1 • State of Oregon f 1�1 f 1�� I I�1 [11} Irl} 1�1 I Il I 'J L J J J J J J J LI�J Lk,il LIal1 l I�11 IIS 1 I� i IQ J `"' '981 r - 1 r - I r 1 ,-&---::+1---; r r I r 1 r 1 S T 1 I I I I I 1 I {� I r nI r i--or-f, r f I ll 1T0 1-1 L,pfcnV1 Ili I-y I� } TYP i - 1 1 1 - I 1 I 1 �5 - I i I i C� I i C 1 I � � 1� lII ,,II j�+� '�I� � � �� I 1 I 1 or ter -t I r i 1 r-i 1 r i 1 r-i 1 r i I r-� 1 r-i 1 r-i Employment ��r� `Erb " � I dl ® aL1� LJa --J I 1__J I i J I 1 I IL-J I ! J I I --J I IL_J I I 1 1 I- I I I I I I-- I I I I I I Department■ent T 1 111 I ell f�I I ell f1��I f�1 11�I I1 r 1 "<�/ I I 1 I I I I I I 1 I I I I I ' LEGEND [' 1 1 is-A ' l Iii t IL,11 f�'I E]¢J '- �_� _.1tr_� ._-1L__ J L_ _�L_ _-IL_ L_ _JL_ _- , L_J� L_J L..� L_J �_J L_J L_J L_J mem _ �_ _ �__-_ �-� L_-� �_ -_ �_ -_ �-� L.-� -=---1 I- ,. LJ u LANi= -- P PAINT TAG Park 217 Business Center „ L o l i ' - l �, - FINISH DIRECTION INDICATES 11950 SW Garden Place PT-, FLOOR FINISH Suite 100 Tigard, Oregon 97223 PP TENANT PROVIDED POWER POLE- COORDINATE WITH ELECTRICAL DRAWINGS 1( 7,) 1. FINISH PLAN c BF FURNITURE BASEFEED SCALE: 1/8"= 1=0" FINISH LEGEND CARPET TILE CPT-1 INTERFACE-VERTICALS 1M x 25CM COLOR:103743 ALTITUDE INSTALLATION METHOD: VERIFY WITH TENANT PRIOR TO INSTALL STATIC DISSIPATIVE TILE SDT-1 ARMSTRONG-EXCELON SDT COLOR: 51956 FOSSIL GRAY ISHEET VINYL SV-1 ARMSTRONG-CORLON 88701 COLOR: GRANITE GRAY V SHEET TITLE: 4 LUXURY VINYL TILE LVT-1 SHAW-QUIET COVER 0186V COLOR: URBAN ASH 00540, 7"x 48" FINISH PLAN sINSTALLATION METHOD:VERIFY WITH TENANT PRIOR TO INSTALL • 3 RUBBER BASE RB-1 JOHNSONITE COVE 4" TOE-COLOR: 20 CHARCOAL 0 RB-2 JOHNSONITE COVE 6"TOE-COLOR: 20 CHARCOAL g E PAINT a P-1 (GENERAL)TO BE SELECTED P-2 (ACCENT)TO BE SELECTED ,, P-3 (CEILING)SHERWIN WILLIAMS-PURE WHITE SW7005 SEMI-GLOSS S PLASTIC LAMINATE DRAWN BY: KDC 8 PL-1 (LOWER CABINETS)FORMICA-BLACKENED STEEL 8918-58 DATE ISSUED: a PL-2 (COUNTERTOP& UPPER CABINETS)WILSONART-LINEN D427-60 REVIEW SET 05.01.20 SOLID SURFACE SS-1 (VANITY)WILSONART-COCONUT OIL 9100GS PERMIT SET 05.08.20 a_ CONSTRUCTION SET XX.XX.XX 0 FIBREGLASS REINFORCED PLASTIC N 4 FRP-1 GENERIC-TEXTURED-GRAY O C f, 0 a- a: 2 SHEET: A801 e CC LRS Architects,Inc.@ 2020 Co 0 r en i c 0 L. rs ,� ,�—'1 / 4r�icj ARCHITECTS ... .„IL 5 i , 720 NW Davis 503.221.1121 ...„) 841 ,,�f) \ �. Suite 300 503 221.2077 C Iini^— f 1 ,I n � Portland OR 97209 www.lrsarchitects.com 11l 11 t )11 / °. v__..a1 / — i ,Nr--.-----' 1 / t 1 / 2e I14°./ / MICHELLE C. IT I o u f_- I�I r� --Ai lit m ° III I t 1 11I / OF (Wk? © ,7-47-- .0841 �vlt_ -� �_�)ai / •981 1\ 981,/ a \ 1 2 ° o l _ 1 / `...� 3C 07_`, / CONSULTANT: 40 3' 11" I 3'-0" ., 2'6" ei, 14' 11" �, A841 .0841 � 4 EQ CABS MICRO I x2 ° ° / N. 1‘ ., \ . 1c 'PL-2) (NIC) _ / -� —1`11 (2.... , `_` PROVIDEz= = =° _ t =_= r �___—�: / CONCEALED ALIGN 1 MIC l A) y / 43) SUPPORT , cEll � o BRACKETS > (N9C) til2 ASNEEDED c 11 1 1 t }I!-,/ �- v vREF ==H==_ T I /� '� (NIC) )1 11 u ` C \\ 1 u I m I-.71:-*/ 1 _ _ J \�1 �, - (NIC) \ I - luwosiul LANDFILL 1"euwc�l 1rte.rcz.�1 / _ q i��, ` PL-1 '.� ' / UC [ I`, , 1 J p ,---11--, 1 7 1 ! 1 ! 1 7 �PL-1) ? b P-1 p - ,-11 , .\ DW - 1- Q ) i REF - ------ 11 ;/ LN4 ,\ /�� 1 1 l ! l 1 V ! CV (V - 0/ \‘ ,/, (V 4 BREAK ROOM —_=' % NIC RB-1 (NIC) v u �, a RB-1 N. �� ` �. ; 1 •� �y �+ —— — -�� .0841 i / /, 2'-6" I, 3'-0" 3'-0" , 2'-0" , 2'-11" , U i 3,_p„ 3'_1° 6'-p" • k1J REF / i 2'-0" t2' 8" 3'-0" 1 .7 -i' � �P 4 EQ PULL OUTS PL-1 11 T-8"VIF 6'-11"VIF • 9' 5" , 11'-0" P , 13'-5" Li. -�._ 1 1.-:-.8-1 8 6 3� 1 2 / 981 •981 A c981 981 B C 981 981 981 5. MOTHER'S 121 4. BREAK ROOM 121 3. BREAK ROOM ISLAND 121 2. BREAK ROOM 121 1. ENLARGED BREAK ROOM 121 & MOTHER'S 120 SCALE: 1/4"= 1=0" SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1=0" SCALE: 1/8"= 1'-0" Li Il ` N.=, «I u_ 9 ccnw � '`= PROJECT NUMBER: 220104 38 1/4" , .,VERIFY- State of Oregon - • I }----/I1 Employment MARINE GRADE WOOD EXISTING �1p MEN'S Department Ti. BENCH,ATTACH TO MIRROR WALL .0841 (-- 118 NEW ADA COMPLIANT 1— SINK AND FAUCET; CO 1 9 Park 217 Business Center / ATOVIDE HEATLL EXPOSEDDAAPES; i - -- - I r ICIF 11950 SW Garden Place BRACE AS NEEDED , W 0 I } 1 I I; _ _ U L] ! Suite 100 CED t II �-' Z Z F Tigard Oregon 97223 \ . —.n -701.1.• r EXISTING J CO IL _11_11 010..„_ 4 0 PAPER -- - \ H ) TOWEL 41Q o LJ !SM \ DISPENSER CO _ r ri) v N 01 0 0 0 _ i_. LL U [ lii'l 1 ......._....../ v 3'-0 V Z m ( L )_,_------)_, L Ar jil\-__ 981 1 WOMEN'S 117 0") Aft4A841 ____,,,,\ 8. WOMEN'S SHOWER ROOM 7. WOMEN'S 117 -, SCALE: 1/4"= 1=0" SCALE: 1/4"= 1'-0" 1 ' L-___._. _ I I I 4 P VERIFY �� Li, ( E. EXISTING } �1 SHEET TITLE: a MIRROR } — = ENLARGED co MARINE GRADE WOOD NEW ADA COMPLIANTco w 4 e BENCH.ATTACH TO SINK AND FAUCET; `"� 7 _ PLANS & o p WALL. PROVIDE HEAT WRAP II 51, .r ■ a o \ Il. AT ALL EXPOSED PIPES; F. BRACE AS NEEDED ELEVATIONS FRP-1 [-i CO % z ! gnp /1" 6. ENLARGED BREAK ROOM 121 & MOTHER'S 120 / Ca I �,� t 7-r� 1T r EXISTING o h I �� PAPER SCALE: 1/8"= 1'0" \\ O N DISPENSER o \ DRAWN BY: KDC o .r - DATE ISSUED: a 3'-0" REVIEW SET 05.01.20 ,_ -, PERMIT SET 05.08.20 a. 9 CONSTRUCTION SET XX.XX.XX •981 0- 5:O C A ._ 10. MEN'S SHOWER ROOM 9. MEN'S 118 A841 a SCALE: 1/4"= 1=0" SCALE: 1/4"= 1'-0" SHEET: E o LRS Architects,Inc.0 2020 0 m 3 c4 Y Li riWS CONTINUOUS FRENCH CLEAT ARCHITECTS CLEAR SILICONE CAULK AT SEAM / 2'-1"U O.N. / 720 NW Davis 503.221.1121 t 2'-1"U.O.N.CONTINUOUS ma') SILICONE CAULK AT SEAM(TYP) 7- FRENCH CLEAT ADJUSTABLE SHELF Suite 300 503 221.2077 CHROME ACCESSIBLE FAUCET PLASTIC LAMINATE COUNTERTOP&SPLASH FINISH AS SCHEDULED 1'-0"U.O.N '► ,� CABINET FINISH AS ADA COMPLIANT STAINLESS AT ALL EXPOSEDTION)OVER SURFACES314S &BSTRATEEDGES(SEE Portland OR 97209 www.lrsarchitects.com 11, PLASTIC LAMINATE AT SCHEDULEDVA " U STEEL KITCHEN SINK PULL AS SCHEQULED,TYP 1" 1" ELE ALL EXPOSED& -0 NO BACK,OPEN TO WALL T /1111/-77" PLASTIC LAMINATE COUNTERTOP NSEMI EXPOSED w ✓ &SPLASH AT ALL EXPOSED SURFACES OVER 314" z MICROWAVE. N.I C.VERIFY DIMENSIONS O / PRIOR TO CONSTRUCTION - SURFACES&EDGES (SEE 44- SUBSTRATE; SELF 1- --• i 6" DRAWER ELEVATION)OVER 314 • EDGE w 1---- -�' SHELF FINISH AS SCHEDULED - MEDIUM-DENSITY FIBERBOARD - 1= <SO° 11% L I ROWA �' J_ N MADE W/EXTERIOR GLUE. 4"WIRE PULLS, BRUSHED -..4 I �� LU• i (NIC) I MECROWAVE. N LC. VERIFY DIMENSIONS ° 4� ALUMINUM (TYP) C111147MIME u) PRIOR TO CONSTRUCTION 4"WIRE PULLS; BRUSHED �` T ALUMINUM PLASTIC LAMINATE AT ALL4'4- WHITE INTERIOR w/ : 1'-8" COUNTERTOP AS SCHEDULED / o ADJUSTABLE ° ° SEMI-EXPOSED SURFACES OVER fa MICROWAV PLASTIC LAMINATE OVER 314 - 314"SUBSTRATE; SELF EDGE +' • + • • SHELVES(TYP) I (NIC) PULL AS SCHEDULED,TYP SUBSTRATE REMOVABLE BASE WHITE INTERIOR wl ADJUSTABLE ` } 55 `� BLACK HEAT U CABINET DOORS W/ FULLY N r��j445 cn z CONCEALED EUROPEAN HINGE & ° SHELVES(TYP) z PROOF WRAP ° OF EXPOSED �? QUICK SNAP OFF CAPABILITY @ BLEVAT ON SPECIFIED; REFER TO 4"WIRE PULLS, � a t„ �� _ SCHEDULE�ISH AS PIPING WHITE INTERIOR(TYP) - BRUSHED ALUMINUM (TYP) RUBBER BASE o DRAWER,TYP PROVIDE REMOVABLE TOE KICK AT Y BASE AS SCHEDULED Ir ACCESSIBLE SINKS(EB BRADLEY, EX KICK ADA - CONSULTANT: T.O. FIN. FLR 3., COMPLIANT TOE KICK, FN-EZ20000-E-WH) T,O. FIN. FLR N *\ 4 I UNDERCUT BY 1/4"FOR FLOOR 3" CLEARANCE CONTINUE FLOOR FINISH UNDER CABINET AT SINK, SEE FLOOR PLAN 4. TYPICAL 3' HIGH UPPER CABINET 3. MICROWAVE CABINET 2. TYPICAL LOWER CABINET w/ SINK 1. LOWER CABINET W/ DRAWER & DOOR SCALE: 1"= V-0" SCALE: 1/2"= 1'-O" SCALE: 1"= 1'-0" SCALE: 1"= V-0" PLASTIC LAMINATE COUNTERTOP (SEE ELEVATION)OVER 3/4"SUBSTRATE 2' 1"U.O.N. „ ,► 3'-4"U.N.O. ,, PLASTIC LAMINATE COUNTERTOP (SEE CONCEALED STEEL ANGLE SUPPORTS AS REQUIRED ' ELEVATION)OVER 3/4"SUBSTRATE CONCEALED STEEL ANGLE SUPPORTS AS REQUIRED 2-1' CLEAR SILICONE CAULK AT SEAM(TYP) PLASTIC LAMINATE COUNTERTOP& CLEAR SILICONE CAULK AT SEAM (TYP) MATCH CAULK TO SPLASH AT ALL EXPOSED SURFACES& 1' 10' /J MATCH FINISH 1'-4" ,� PLASTIC LAMINATE COUNTERTOP&SPLASH VANITIES 1. � EDGES(SEE ELEVATION)OVER 3/4" 1 AT ALL EXPOSED SURFACES& EDGES(SEE SILICONE BEAD WET i I 1" SUBSTRATE �— ELEVATION)OVER 3/4"SUBSTRATE @ f 14454 LOCATIONS SIDESPLASH TO MATCH 7�� lkilLN BACKSPLASH WET _-- , 6" DRAWER ENCLOSED DRAWER @ ) r. - 1" HIGH WHITE VINYL f— x PULLS A5 SPECIFIED AREAS ONLY DECAL INDICATING i� LAMINATE FINISH PULL AS SCHEDULED LANDFILL"OR'RECYCLE' r SIGNAGE PER DETAIL 7/A981 COUNTERTOP AND L IN FONT HELVETICA BACKSPLASH - PLASTIC LAMINATE AT ALL SEMI-EXPOSED SURFACES r o OVER 314"SUBSTRATE; '4 CABINET FINISH AS SCHEDULED ---. 1 I .----- - b ° SELF EDGE i-., i N VINYL EDGE BAND TO ° .- ' WHITE INTERIOR w/ MATCH LAMINATE • ADJUSTABLE SHELVES(TYP)ADJUSTABLE REV-A-SHELF 5349-18DM-2 35 QT PROJECT NUMBER: 220104 BOTTOM MOUNT TRASH SYSTEM BASE AS SPECIFIED; REFER j, TO ELEVATION BASE AS SPECIFIED(TYP) State of Oregon �_____ CABINET BELOW T.C. FIN. FLR I I 1 f4 1. _ Employment Department T.1. Park 217 Business Center 11950 SW Garden Place Suite 100 8. BREAK ROOM ISLAND 7. PULL-OUT CABINET DECAL 6. ISLAND LOWER PULL-OUT CABINET 5. TYPICAL P-LAM COUNTERTOP Tigard, Oregon 97223 SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE. 1-1/2"= 1'-0" 2,,,0„ it- ADA COMPLIANT MIRROR SOLID SURFACE COUNTERTOP& SPLASH AT ALL EXPOSED SURFACES& EDGES(SEE -' \/\ ELEVATION)OVER 3/4" MEDIUM-DENSITY FIBERBOARD MADE W/EXTERIOR GLUE. - V-10" 2X4 CLEAR CEDAR .4' •'. LUMBER WITH EASED W RESILIENT REDUCER, MINIMUM PROFILE �� BLOCKING AS REQUIRED EDGES. COAT WITH CLEAR SHEET TITLE: ADA COMPLIANT(KOPPE#35 UNDERLAP 1 _ �� I SEALER. NO STAIN. ' aCARPET EDGE 1/4") I a ''''''j . 7"---- ,•:---- ,---,- ,"-- ---,-- -,=- --,-- ,;-;--;:-,-. DETAILS CARPET AS SCHEDULED _. + RESILIENT FLOORING AS 0 Z •Z -L—J \ 4` SCHEDULED oa 0 2X4 LEDGER-BACK& 0 111111lIIIIIIIIIIIIIIIIIIIIIIIIIIIpIll II Li LU 10 J II ,} , I -u_ 1- o SIDES .av_ - - -, :.ms's: ',�; 6, - :.. i z z z t: Z ADA COMPLIANT SINK TO U ."'•y`�'� • ==. �', , _ :i;..:"�stn `��.F. . , ...,. o 0 o BE INSTALLED wI CLEAR CARPET TO RESILIENT FLOORING M F- N Nu_ \ CAULK AT ALL SEAMS M \ CONTINUOUS STEEL I 1± 2X4 CEDAR STRETCHER ANGLE SUPPORT . BOLTED TO EACH STEEL E BRACKET o .•r 11" 1'-1" DRAWN BY: KOC 0 \ - HEAT PROOF WRAP @ IN-WALL STEEL FLAT BAR DATE ISSUED: a EXPOSED PIPING SUPPORT BRACKET B.O. 0 REVIEW SET 05.01.20 N PERMIT SET 05.08.20 a CONSTRUCTION SET XXXX.XX 8 s N N O N cg 11. TYPICAL FLOORING TRANSITION 10. SECTION THRU VANITY 9. WALL MOUNTED BENCH Lo a SCALE: NOT TO SCALE SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" g_ A981 SHEET: E m LRS Architects,Inc.©2020 0 m 3 8 t. .., Lrs .SS • a. ARCHITECTS 18 GA DEFLECTION CHANNEL ' , 720 NW Davis 503.221.1121 tk SECURE TO METAL DECK WI PROVIDE(2)#8 SHEET METAL 114"DIA.X 1-112"POWER SCREWS AT EA. BRACE "aSuite 300 503 221.2077 il ACTUATED DRIVEPINS INTO ATTACHMENT TO STRUCTURAL 20 GA.3 518"STUD BRACING TO •- ; ' CONCETE FILLED FLUTES @ 18" MEMBER TYP. STRUCTURE @ 8'-0"O.C. ,f Portland OR 97209 www.Irsarchitects.conm O.C. OR#8 S.M.S INTO METAL PROVIDE 2"X 118"LIGHT&SOUND y+ DECK @ 18"O.C. PROVIDE FOR \ % CONTINUE 1; 3/4"DEFLECTION, SEALING GASKET CONTINUOUS , , GYP. BD.TO �+ BETWEEN WALL&CEILING • �, ;; / BOX BEAM HEADER �, o . _/ ,_ AS SCHEDULED. REFER CEILING ��+ GLAZING SEE + TO STRUCTURAL DRAWINGS SEE RCP, �'~ VERIFY HEIGHT, ELEVATION ;:l :7.. CEILING SYSTEM AS SPECIFIED 74'-0"MIN. , .,se 44°. • WHERE OCCURS(REFER TO PROVIDE(2)FASTENERS @ EA. 1 RCP) BRACE STUD CONNECTION TO TOP '.s' CY' 1 PROVIDE SOUND BATTING ABOVE SINGLE GLAZE "t. C.UAW 1 OF WALL STUD 1 CEILING TILES AT LEAST 4'-0"ON CHANNEL ,` Iljeii-al �� 3-5/8"20 GA(362S200-33) EITHER SIDE OF WALL ALIGN HEAD W/ ;:-`• '` STRUCTURAL MTL STUDS WITH 2" •• FLANGE©24"O.C.WITH 518" GYP. ADJACENT DOOR ,: , .' . is i • 1 1 FLANGE SIDE. EXTEND MTL 3-5/8"25 GA. (362S125.18)MTL WHERE OCCURS — _ Ej5 ilk STUDS©24"O.C.WITH 518"GYP NJ STUDS AND GYP. BD. FULL HEIGHT BD EACH SIDE. PROVIDE 3"SOUNDS FINISH FLOOR12( 'L — x — TO UNDERSIDE OF STRUCTURE ATTENUATION BATT INSULATION —.VY— SEE FLOOR PLAN r � _ _ ABOVE. PROVIDE 3"SOUND r,� � ATTENUATION BATT INSULATION FRICTION FIT IN STUD SPACE AND —� — FRICTION FIT IN STUD(SEE NOTE ACOUSTIC SEALANT©CEILING 1 FASTEN SINGLE GLAZE POWDER DRIVEN GRID. • CHANNEL TO FRAMING BELOW FOR MORE INFORMATION). * POWDER DRIVEN ANCHOR WITH 2"#10 SELF- ANCHOR AT 2'-0"O.C. 1 THRU MTL.STUD BASE ON BOTH SIDES AS AT 2'-0"O.C.THRU MTL. METAL CONSULTANT: TRACK, UON SPECIFIED BASE ON BOTH SIDES AS 1 STUD TRACK, UON SCREWS AT AN INTERVAL NOT LESS SPECIFIED 1 INTERIOR RELITE THAN 12"O.C. __EXISTING SLAB __ EXISTING SLAB AS SCHEDULED 4. FULL HEIGHT PARTITION 3. BUILDING STANDARD PARTITION 2. SILL @ FRAMELESS RELITE 1. HEAD 6 FRAMELESS RELITE SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" SCALE: NOT TO SCALE SCALE.' NOT TO SCALE 118"COVER PLATE CONTINUOUS TRACK WITH FASTENER TO TOP PLATE 118"STEEL 1 I I --.I 3-5/8"25 GA. (3625125-18)MTL EQ EQ N I STUDS @ 24"0.0.WITH 518"GYP. .—'ir BD. EACH SIDE HSS 3x3x1/8 i. FULL HEIGHT 3-518"x9"x318" • - PROVIDE 3x3x118 HSS TUBE STEEL BASE PLATE WITH I SUPPORTS AT 48"0.C. INSIDE (2)318"DIA_TITHDD 3 518"i. I-EXPOSED WALL ENDS TO FULL WALL SECTION to HEIGHT AND MOUNT TO FLOOR WITH I 3/8"PLATE STEEL. >- LL E w PROJECT NUMBER: 220104 POWDER DRIVEN ANCHOR AT 2'-0" O.C.THRU MTL. STUD TRACK, UON State of Oregon - SECTION A Employment I I I BASE ON BOTH SIDES AS SPECIFIED Department TI. EXISTING SLAB I - - - Park 217 Business Center 11950 SW Garden Place Suite 100 5. PARTIAL HEIGHT WALL Tigard, Oregon 97223 SCALE: 1"= 1'-0" I 0 SHEET TITLE: u, a DETAILS N ca cc8 5 N 0 U 0 0 0 r, y C DRAWN BY: KDC DATE ISSUED: 4 5 c4 d REVIEW SET 05.01.20 ,:i PERMIT SET 05.08.20 a CONSTRUCTION SET XX.XX.XX 8 S N N O N O C C ro oa g SHEET: A982 F- iLRS Architects,Inc.®2020 T !9 3 C S Y Limns , , ARCHITECTS CONTINUE TO / 0 °�° STRUCTURE4 720 NW Davis 503.221.1121 4 Suite 300 503 221.2077 D Portland OR 97209 www.lrsarchitects.com 4 CAULKING BETWEEN JAMB AND WALL 4 0" - 5.75" —� - DIAGONAL ( TRAVEL EXPANDABLE PANEL NOSE `r WRAPPED WITH MATERIAL �� 1 I SUPPORT ANGLE r '~ PER STRUCTURAL �C. TDRAWINGS - - .\- da.,44,44.47 :- 7 i frifrj NEW STEEL BEAM ,� 6355 r-, J n PER STRUCTURAL _ OF , DRAWINGS ' t_1 I JAMB WRAPPED 5.75" WITH MATERIAL . 0.38" DIAMETER BLOCKING AND CONSULTANT: BRACKET HANGER RODS BY REQUIREMENTS BY OTHERS RECOMMENDED - DISTRIBUTOR PANEL ELEVATION - SIDE "L" SOUND BAFFLE 4I4.50" NOT BY MODERNFOLD GAGE HANGER BRACKET EXPANDABLE PANEL WITH JAMB OR DISTRIBUTOR BY MODERNFOLD i Z1- lit 5'- 1111 / 4 `� _rte STACK GUIDE RAIL REFERENCE 7 z BLOCKING AND DEPTH FINISHED --�• ALJ } REQUIREMENTS FABRICATION HEIGHT '� BY OTHERS CEILING I '�■ ;.., #17 GUIDE RAIL 0 di ` ,\ PRE-PAINTED OFF WHITE JAMB WRAPPED TRAIL JAMB 8'-4" — .75" #17 TRACK, STEEL, WITH MATERIAL PANELS 8'-4" liii \ PRE-PAINTED OFF WHITE ` ■ _■ LEAD JAMB 8'-4" VINYL TOP SEAL 02 H STEEL, 4-WHEEL, j-- 4- I. U �_�� _ BALL BEARING TROLLEY .ATS N z SIDE "R" WI L9 I 1. _ _ Z r AFS n AFS J \ 1 — I I I �� ? I (.9 = 4.25" CAULKING BETWEEN OC , / z z TRACK WALL AND JAMB J a 4 U SIDE "L" o 6 o U NZ LU Q ---tip it JAMB PROJECT NUMBER: 220104 HCt),_. State of Oregon - � c'` � �, 31- 11 .69" t ,t tt Employment LI T) 1 .25 (31-8. 56") 3 - 11 . 56 15 - 10. 25 1 .Z5 _ __ ."{,. JAMB EXPANDABLE , Department T.I. PANEL N0. 2 INTERMEDIATE PANELS JAMB PANEL AUTOMATIC BOTTOM SEAL Park 217 Business Center PROVIDES 2" OPERATING / 241-O" FIELD VERIFY 11950 SW Garden Place CLEARANCE (+.50" / -1.50") Ep INSTALLATION WIDTH , Suite 100 Tigard, Oregon 97223 FINISHED " FLOOR HINGED PANEL JOINT PANEL PLAN 1. MOVEABLE PARTITION DETAILS 24'-0" TRACK INSTALLATION WIDTH ARCHITECT/GENERAL CONTRACTOR NOTES 1. MINIMUM DIMENSIONS PROVIDED FOR CLEARANCE FROM ALL ADJACENT CONSTRUCTION/FIXTURES 16'-0" 4'-0"_ 4'-0" FOR ADJUSTMENT, OPERATION,AND SAFETY. / 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL STRUCTURAL SUPPORT, ADJOINING TRACK SECTION VARIABLE TRACK SECTION REMOVABLE CONSTRUCTION AND TRIM. TRACK SECTION 3. WALL CONSTRUCTION AT JAMBS MUST BE ADEQUATE FOR SECURING JAMBS,AND WITHSTANDING F615 �„ S„ b„ FORCE EXERTED BY THE EXPANDABLE PANEL. 4. AFS INDICATES ADJUSTABLE FIXED SEALS. „ , „ „ , „ „ , „ , „ „ w T INDICATED OPERABLE PANEL ACCESS HOLE. ., / 8 -3 ), Ei -� �, 9 / / 3'-0" �, �� , 1 -6 / 1 -6 fJS SHEET TITLE: • INDICATED BOTTOM SEAL OPERATOR HANDLE. 11 SPACES @ 9" 0/C 2 SPACES @ 36" 0/C 2 SPACES @ r-6" 0/C MOVEABLE o 5. HINGE POINTS ARE SHOWN FOR DIAGRAMMATIC PURPOSES ONLY. PARTITION 3 TRACK NOTES : DETAILS N Q� Q 1. PUNCH OR DRILL .44" DIA. HOLES, 2.25" EACH SIDE OF o g CENTERLINE, 4.50" GAGE, AT ALL LOCATIONS, AS NOTED. LU 11111111.1111111.11MIIIIMMI z12 + + + + + + + + + 2. OMIT RODS AND NUTS. a + +` + + -4- ± DRAWN BY: KDC I— I DATE ISSUED: S Q) REVIEW SET 05.01.20 CM BRACKET REQUIREMENTS (EXCEPT AS NOTED) : PERMIT SET 05.08.20 N Q. BRACKETS IN STACK: STANDARD CONSTRUCTION SET XXXX.XX 0 " BRACKETS IN RUN : STANDARD TRACK PLAN 0 1 CD .. , s'-o" 16'-0" FIELD VERIFY A983 REFERENCE GUIDE RAIL SHEET: ti m LRS Architects,Inc.©2020 chi cd ,- 1 1 c 8 SL STRUCTURAL NOTES 05.0 STRUCTURAL AND MISCELLANEOUS STEEL CONSTRUCTION INSPECTION AND TESTING LIM IMMS 1. Detailing,fabrication and erection shall conform to the Steel Construction Manual of RISC. 01.0 GENERAL NOTES 2. The contractor shall be solely responsible for all OSHA requirements for safety and erection including, A. GENERAL but not limited to,erection bolts,bracing,fail protection,guard rails,etc. ARCHITECTS 1. These notes set minimum standards for construction.The drawings govern over the Structural Notes 3. All steel for wide flange shapes shall be ASTM A992,Grade 50.All other steel to be ASTM A36, 1. Independent testing lab to be retained by owner to provide inspections and special inspections as to the extent shown. 4. All structural tubing shall be ASTM A500, Grade B,fy=46 ksi. 720 NW Davis 503.221.1 121 ft2. Contractor shall verify all dimensions and conditions on drawings and in field.Coordinate locations of 5. All threaded rods shall be ASTM A36, unless otherwise noted. described herein. openings through floors,roofs and walls with architectural,mechanical and electrical plans. Notify 6. All welds shall be made by Pre-qualified Welders to AWS Pre-qualified Welded Joint Standards. 2. Contractor is responsible to coordinate and provide on-site access to all required inspections and Suite 300 503 221.2077 1 owner's representative of any discrepancies. a. Prior to beginning and during welding,all requirements of the'Special Inspection'section of these notify testing lab in time to make such inspections. 3. Construction means,methods and all necessary temporary support prior to completion of vertical and notes shall be met. 3. Do not cover work required to be inspected prior to inspection being made. If work is covered, uncover Portland OR 97209 www.lrsarchitects.com lateral load systems is the sole responsibility of the contractor. b. Filler metals shall meet AWS A5 specifications. Electrodes shall be 70ks1 which are compatible 4. Compliance with all safety and OSHA requirements is the sole responsibility of the contractor. with the base material,welding process and position. Provide low hydrogen electrodes for SMAW. as necessary. 5. All work shall be in compliance with 2019 edition of the"Oregon Structural Specialty Code"(OSSC)as Meet minimum toughness CVN value of 20 ft.lbs.at-20 degrees Fahrenheit for all welding of 4. The contractor shall correct all deficiencies noted in the special inspection reports and/or the amended by all other state and local codes,permits,and building department requirements that apply. moment frames and full penetration welds-Do not mix weld electrodes that reduce the CVN value engineers field observations reports to bring the construction into compliance with the contract 6. Where reference is made to ASTM,AMSC,ACI or other standards,Code referenced issue shall apply. of the weld. documents, addendum, RFI's and/or written instructions. 7. Design Criteria: c. GMAW field welding not allowed.GMAW shop welding using short circuiting transfer not allowed. d. Preheat and interpass temperatures are to meet AWS requirements. Table 1604.5 Risk Category Ii e. Unless otherwise noted on drawings,provide AISC minimum weld sizes for all welded joints. d PRD" Wind Interior Lateral 5 psf f. SMAW is not allowed to be placed over FCAW on pre-existing structural steel welded connections. B. SPEC IAL INSPECTIONS '`% i N �ef' Seismic Use only FCAW on pre-existing structural welds unless contractor provides material testing of G E /� RespQnse modification factor,Rp 2.5 existing structural welds to confirm SMAW was used. ffe) 4',p Amplification factor,ap 1.0 Required special inspections shall be performed by an independent special inspector per Section 1701 of A 0 PE Seismic importance factor, rF 1.00 the Oregon Structural Specialty Code(OSSC) for the items listed in the following tables. ' / Or Spectral response coeff.,Sim 0.665 Ob.4 LIGHT GAUGE METAL FRAMING 1. Items checked with X shall be inspected in accordance with OSSC Chapter 17 by certified special - b . , . -41s p 1. All light gauge steel shapes shall be 33 ksi material per ASTM A-446,Grade A for 18 gage and lighter, inspectors from a testing agency approved by the building official. 0 „G o'' 8. Brace all mechanical and electrical equipment, piping,etc,to the top of structural members to resist and 50 ksi A446 Grade D for 16 gage and heavier,unless noted otherwise. Shapes shown are per 2. Special inspection is not required ired for workperformed byan approved fabricator meetingthe �' <y o9, �� lateral forces as specified in Section 13.6 of the current edition of ASCE 7 using a system approved g g p p q pp 41 �T �� Steel Stud Manufacturers'Association. Manufacturer's shapes with equal or greater A, I, S,and R requirements of OSSC Section 1704.2.5.2. T by the mechanical or electrical engineer respectively. factors may be substituted provided they have ICC-ES research reports. Studs and blocking shall be A 9. Details shown on the drawings are intended to apply at all similar conditions and locations. punched'C'studs of 20 gage(minimum)material with 1-3/6 inch wide(minimum)stiffened flanges 3. The special inspector shall provide a copy of their report to the owner, architect, structural engineer, 10. Do not scale information from drawings. (unless otherwise noted). contractor and building official. RENEWS: 06-30-2020 03.2 CONCRETE ANCHORS 2. Design of framing members shall comply with AISI Cold Formed Steel Design Manual. 4. Continuous special inspection means full-time observation of the work requiring special inspection by 3. Screws for connecting steel framing members shall be self-drilling,self-tapping screws with minimum an approved $ ecial inspectorpresent in the area where the work is fy=33 ksi.Connect studs to track with minimum two(2)#6 screws(one each side).Connect multiple pp p p being performed. Periodic 1. Screw Anchors:Simpson Titan HD, Hilti Kwik HUS-EZ or DeWalt Screw-Bolt+. special inspection means art time or intermittent observation of the work at intervals necessary to a. Install to clean,dry holes to embed depth+1/2"as shown on drawings. Comply with studs or joists together with minimum#6 screws at 24 inches on center. pe p p Y manufacturer'sto clean, ICC Ereport embed rdole diameter. If shownmbed dra inarg not shown,use 4. Screws for connecting gypsum wallboard or plywood to metal studs and track shall be bugle headed, confirm that work requiring special inspection is in compliance. self-drilling screws. 5. All bidder designed components shall include a quality assurance program for special inspection CONSULTANT: manufacturer's minimum depths. 5. Torch cutting of load bearing studs not allowed.Cut with saw or shears. b. Do not cut main reinforcing or break out back surface when drilling holes. where required by OSSC Section 1704.2.51 c. Tighten the anchor into the base material until the head contacts the fixture, 6. Torch cutting of bolt holes in track not allowed.Drill or punch holes 1/16 inch larger than the size of F'i W D the boils. d. Provide standard washer under heads in contact with wood. 7. Bearing studs carrying axial load shall be cut so that web of studs is in direct contact with all tracks. `w e. Special inspection of holes is required prior to installing screw anchors. See the Special Inspection 8. Fasten sill track to concrete with 0.145-inch diameter powder driven anchors at 24 inches on center section of these notes. for exterior walls and 32 inches on center for interior walls unless noted otherwise. Structural •Civil Engineers 9. Framing anchors,holdowns,straps,etc shall be by Simpson Strong-Tie.Connectors shall be specifically designed to be used with cold formed materials with fasteners as indicated in the Simpson Table 2 6443 SW Beaverton-Hillsdale Hwy,suite 210 Cold-Formed steel Connector catalog. Portland, Oregon 97221 Special Inspections and Tests of Concrete Construction (OSSC Table 1705.3) ph:503.203.8111 fx:503.203.8122 Type Continuous Periodic Reference Standard Notes www.wdyi.com 1. Inspect anchors post installed in hardened concrete members a. Adhesive anchors installed in horizontally or upwardly inclined X ACI 318: 17.8.2.4 orientations to resist sustained tension loads b. Mechanical anchors and adhesive anchors not defined X ACI 318: 17.8.2 in 4.a. Table4 BOX HEADER SCHEDULE Special Inspections and Tests of Steel Construction (OSSC Table 1708.2) Type Continuous Periodic Reference Standard Notes 1. Inspection of welding: Footnotes 1, MARK LT GAGE STUD LT GAGE TRACK LATERAL BRACING ._..._ _ _...._ _...._......_....._..,__..,,,,.._._ _.. ....___......,..-_......_._._......_._. 2 and 3 a. Structural steel and cold-formed steel deck: (1) 3625162-33 BRACE 3.).Single pass fillet welds > 5116" X..... --. .; _....._._........_ AWS D1.1 �._..._._......._ HDR 1 (2) 1400S162-68 (2) 362T150-43 AT 8'-0" O.C. Table 4 Footnotes: 1. All structural shop and field welds shall be visually inspected. The special inspector need not be 1 362S162-33 BRACE continuously present during welding, except as noted, provided the materials, qualifications of ( ) welding procedures and welders are verified prior to the start of work; periodic inspections are made HDR2 (2) 1000S162-43 (2) 362T150-43 AT 8'-0" O.C. ®2ozovrw,rNc. of work in progress; and a visual inspection of all welds is made after completion or prior to shipment PROJECT NUMBER: of shop welding. 2. The contractor shall submit a 'welding procedure specification' (WPS) in accordance with AWS 5.1.2 (1) 3625162-33 BRACE for review by special inspector prior to beginning work. The WPS shall include all information HDR3 (2) 800S162-33 (2) 362T150-33 AT MIDSPAN DAS 21 recommended in the sample form of Appendix E of the AWS code including recommendations from 7 the electrode manufacturer, proposed method of base metal preparation, back gouging sequence, method of placement of new weld material, backer plate and runoff tab removal and final finishing. 3. The inspector shall verify welder qualifications, WPS, welding process, electrode, assembly configuration, fit up tolerance (1/16 inch max.), preheat and interpass temperature and preparation 11950 SW GARDEN PI, of all steel surfaces. TIGARD, OR 97223 -_ . .., L. II I -- ... -_ _.,_ BLIA2 " O.C.2x.SUFIELDPURVERIFYNT SIZE AND SPACING PRIOR - TO INSTALLATION TYP 1. • I g � E , I I I I I I I i 1 i I I I I I n l I I i I i I I 1 , CO� , I i ri - 9 WALL STANCHION AT I EXIST PURLIN D 8 S3.0 PONY WALL TYP. AT 8'-0"TYP 0 I S3.0 EXISTING >< PONY WAL SEE ARCH _ . ._, if=3_it HDR 1 COLUMN TY Ki 2 8 S3.0 S3.0 /)1,96, 9 SIM AT ROOF ix �1 S3.0 (1) LT GAGE TRIMMER CONN. �r� p 3 +y/ (2) LT GAGE FULL HT STUDS S3.0 BM TO COL � \ PONY WALL SEE ARCH SEE 4/53.0 HDR 3 �''� HDR 2 EA END OF HDR SEE 2/S2.0 T I 4 SHEET TITLE: TYPICAL AT (8) LDCATIONSI 71 , '''‘.. U �, 2 S3.0 . m 8 co 8 HEADER S3 Q • COORD BASE g S3.0 SIM _ g S3.0 TYPICAL STRUCTURAL PL W/WALLi _i PLANS 0) CEI 0 ' z C? I rj o O CO -I FOLDABLECO• PARTITION WALL w �� LU jh1 BEAM BRACE AT 1/3 PTS ---,,,,,....___\:: ' 2 AND AT BEAM ENDS. S3.0 S3.0 y N I SEE 11S3.0 AND COORD ( DRAWN BY: WDY INC. `SS' _ W/ PARTITION MANUF 7 PARALLEL BRACE. /k SEE 3/53.0 DATE ISSUED: 04.30.20 ¢t7 - - /qIIL) I I f " 1 I , , r 1 + ,� _ L ,, « « ' i_____/) \ 6 1 ,,,,, S3.0 3 COORD BASE N 53.0BM TO COL N PL W/WALL 1. FOUNDATION PLAN 2. STRUCTURAL ROOF FRAMING PLAN (1.) SCALE.' 1/8"=1'-0" SCALE.' 1/8"=1'-0" SHEET: S211 �_---CL COLUMN CL PLATE 4 x 6 x 8'-0"±W/SIMPSON FACE FOR INFO NOT (2) SIMPSON A35 W/(12) (MM.IMMWS iri f 1 112" (1) SIMPSON A35 W/(12) MOUNT HANGER HU46 WI 3" NOTED SEE 1 2 PH61ZI x 1/2"SCREW TO 1/8 J/ 1ti TYP PH61ZI #6 x 112"SCREW SOS SCREWS EACH END S3.0 S3.0 PLYWOOD ABOVE. (2) EA. iTO PLYWOOD ABOVE SIDE LOCATE AT 1/3 PTS. EXIST 2x AT 24" EXIST PLYWOOD—\ �' • • Q o O.C. FIELD VERIFY FULL HT. 2x BLOCKING W/ ARCHITECTS m § SIMPSON A34 CLIP EACH ENDA . 1 • • EXIST PLYWOOD PROVIDE SD#9 SCREWS720 NW Davis 503.221.1121 ; + � l I 4R f Suite 300 503 221.2077 C iN -— WL11 'i` 10„ X Portland OR 97209 www.irsarchitects.com X 1 0 Id Xi3 / `‘ SECTION 1a-1a 3 1/2" CLR �1 112"CLR .• EXIST 3 1/8 x 12 (3) 1/4" DIA. x 1 112" LONG PARTITION BEAM ' - � SIMPSON SDS SCREWS GLB AT 8'-0"O.C. 2 MAX SIMPSON LL I�DS SCREWS PER PLAN \ lb L3 x 2 x 1/4 PRE-DRILLED HOLES) �E� P ROFtC ,� (INSTALL IN PRE-DRILLED HOLES) " BRACE (LLV) 1 c, I N t. /457 4./ 1/4" STIFFENER wU' 1 VERTICAL L3 x 2 x 1/4 (LLV) 2'-0" ± 4• P. 9 �--- PL EA SIDE EA -�' ,. r r END OF BEAM SLOTTED BRACE SEE PLAN PLATE 3/16 %` 1/2"x 4" x 6" PLATE I , I f a ALIGN STIFFENER W/ NOTCH CORNERS ______ HOLE TO BM/3/16 D , -, AT BM CL W/ 1!2" DIA O •' �- CL COLUMN BELOW AS REQUIRED �� • /(3) SIDES o PARTITION BEAM /+ THRU BOLT �OT"�<y ps Zao ��v LIJ TOP OF COLUMN 1 �i--' 3/16 V \TYP PER PLAN Iv 10'-0" ± MAX f ' i 16' ice` T Q . A / 1 b 2 MAX (1) WEB STIFFENER EA. I RENEWS: 06-30-2020 PL 1/2 x BEAM WIDTH / 1 SIDE AT BRACE SIMILAR x 0'-10" W/ (4) 112" DIA : TO 1/S3.0 BOLTS AT STD GAGE l `//. 4 I 1a 1 1 1a "'i • 114" STIFFENER PL EA SIDE, PARTITION BEAM CONSULTANT: {3)SIDES _•- NOTCH CORNERS AS REQ'D, PER PLAN *.'"."--COLUMN TYP 3/16 V .____e. FIELD INSTALL TO ALIGN WITH !1W D Y f i PER PLAN i I (N) ANGLE BRACE ABOVE �------ COLUMN PER PLAN SECTION 1b-1b Structural •Civil Engineers 6443 SW Beaverton-Hillsdale Hwy, suite 210 Portland, Oregon 97221 1. BEAM / COLUMN CONNECTION 2. LATERAL BRACE TO (E) JOISTS 3. PARALLEL BEAM BRACE ph:503.203.8111 fx:503.203.8122 www.wdyi.com V= V-0" 1"= 1'-0" 1"= 1-0" FOR INFO NOT 1/8 NOTED SEEilink cc6" CLR 1" 5" 5" 1" 6" CLR 0 1( _ 83.0 MAX MAX362T150-33 SHEATHING i i CONT. TRACK SEE ARCH LT GAGE TRIMMER zHSS COLUMN .-_ — - / (N) PARTITION BEAM SEE PLAN . --_ — - - — N rT• • I J • • 111 TYPICAL SEE PLAN rr -•:- _ SEE 4/S3.0 f N a C.L. PLAT HANGER ROD, NUT, AND T C.L. BOLTS (2) LT GAGE FULL HT WASHERS PROVIDED BY • STUDS. TYPICAL MODERN FOLD. ADHERE I SEE 4/S3.0 TO MANUF MIN AND MAX I ), 2112" ESIMPSON1/4" DIA X TITEN HD WI 112"x4x10 3/4" 3 112"y y 314" A , ROD LENGTH 2" 2" 2 112" EMBED BASE PLATE (2) 3625162-54 STUD �r 'I HSS COLUMN SECTION 7-7 f' 1 w SECTION 6-6 SEE PLAN #10 TEK SCREWS , _O� AT 6" O.C. o e I A-A NESTED FULL HT STUD B-B DEFLECTION TRACK I I I N.T.S. N.T.S. 4, y 5 1/2" MAX ©zvsvMY,INC 71 17 RAILING AND ATTACHMENT 6 I 16 EXISTING SLAB 1 112" PROJECT NUMBER: BELOW BY MODERN FOLD IFIELD VERIFY 4" ±3/4" EXISTING SLAB ±3/4" N.S. GROUT TYP N.S. FIELD VERIFY 4" /—.1 MIN THICKNESS I• GROUT ��S �17 MAXTRACK 16ga 3 5/8" DEEP x 2 1/2" LEG (2) SIMPSON A35 CLIP MIN THICKNESSx 5" LONG DEFECTION TRACK W/ (2)#10 W/(12) PH61ZI #6 x 112" Gm: ,.. TEK SCREW EA. SLOTTED HOLE AND (2) SCREW TO PLYWOOD. MODERN FOLD TO PROVIDE SHOP - _ SIMPSON SDS25212 SCREW CL TRACK (1) EA SIDE OF BLKING DRAWING FOR COORDINATION I 11950 SW GARDEN PI, II lii , Ali B.O. ROOF TIGARD OR 97223 Iv 15'-4"± SEE ARCHX, 1 N3 \A'7-- E v '411 cv t FULL HT. 4x BLKING WI SIMPSON (2) A34 CLIPS EA. SIDE EA. END. 5. PARTITION BEAM AT EXISTING BRIDGING 6. COLUMN BASE PLATE 7. COLUMN BASE PLATE PROVIDE SD#9 SCREWS 1"= 1,-0„ 1 1'-0" 1"= 1,-0" LT GAGE BRACE B I I B 314" SEE PLAN SEE (2) SIMPSON A35 CLIPS W/ 718" 718"HEADER SCHEDULE LT GAGE (12) PH61ZI #6 x 1/2"SCREW �1 ,:r1 '�-VERT STUD TO PLYWOOD ABOVE. 1"k • (1) EA SIDE OF BLOCKING C.L. ANGLE LEG CONT. TRACKC.L. TOP PL SEE ARCH CEILING SEE ARCH A �1 A 1/2" ROOF MIN. 8" FIELD VERIFY 5„ .--�1 /r.- 1" • B.O. CEILING ( - — L �} - (4) 1/4" DIA TEK SCREWS 9'-9"± SEE ARCH I — 1 I 1 # I TOP PLATE I f . 14 x 6 x 8'-0"t I I 1" SINGLE GLAZE CHANNEL W! GLAZED OPENING -41 #10 TEK SCREWS AT 12" O.C. �- . .I: -NOTCH STUD WEB l ) BLOCKING ;� I'I AND EXTEND PAST --— ---— I A.T.O GLAZED OPENING I.,I, TO FULL HT. STUD. 1 ,.... , T.O. PONY WALL / 3 518 I '- • • _ - FASTEN W/(8)#10 EXIST 3 1/8 x 12 S3rr 106 10ASEE ARCH (2) SIMPSON T-0"± SEE ARCH TEK SCREWS GLB PURLIN 83.0 + 362T150-33 CONT. TRACK SDS212 SCREWS EQ SPACED. BOTH / TO 4x BLOCKING -=- ____-----C.L. SCREW SHEET TITLE: #10 TEK SCREW AT 6" O.C. FOR GLAZED CHANNEL SIDES OF HEADER TOP PLATE 1/4" x 3 1/2"x 7" LONG rC.L. VERT STUD TRACK TO STUD HDR CONN. —/' FOR INFO NOT A-A DEFLECTION TRACK C.L. DEFLECTION TRACK DETAILS .•, - PROVIDE 3628162-33 EA. SIDE TOP AND BOT VERT STUD AT EACH NOTED SEE 4 L3 x 3 x 1/4 ANGLE STANCHION _ GLAZED OPENING BRACE LOCATION 1 MAX S3.Q ,�` AT 4'-0"O.C. -EA. EN 2-33 TRIMMER 1 U— EA. END OF HEADER MAXTRACK 20g 3 518" x 2 1/2" LEG x 3 112" LONG '. LT GAGE BRACE W/(3) T.O. PONY WALL - #10 TEK SCREW AT--, #10 TEK SCREWS TO 3/8"x 10"x 3 112" BASE PL W/(1)#10 SCREW EA. SIDE. SLOTTED HOLE TO 3'-0"± MAX SEE ARCH -r---T 6"O.C. ALONG CONT. VERTICAL STUD SEE BE CL OF STUD (2) FULL HT. NESTED TRACK TO BOX BEAM J SW SCHED AND PLAN CONC SLAB ON GRADEA A W/ (2)#10 EA. STUD J MIN 4"THICK FIELD VERIFY 362T150-33 CONT. TRACK 4x BLOCKING W/ I STUD EA. END OF SIMPSON A34 CLIP 1 HEADER CLIP ANGLE PROVIDE SD#9 SCREWS DRAWN BY: WDY INC. FLOOR CEILING AT EA VERT STUD DETAIL i0A AdiT.O. SLAB ! (1) EA SIDE J. ' B.O. CEILING SEE ARCH CONT. TRACK SEE ARCH 111V- (3) 112" (3) SIMPSON SD525212 SCREWS 4x BLOCKING WI DATE ISSUED: 04.30.20 SEE ARCH , WI (3) VERT SLOTTED HOLES. SIMPSON A34 CLIP � (1) CONT. TRACK CENTER SCREWS IN SLOTS PROVIDE SD#9 SCREWS SIMPSON 114" airSEE ARCH 20g CLIP ANGLE 1 314" (,) EA SIDE DIA TITEN HD LT. GAGE BOX HEADER r 718' �•� 7/8" ' TOP AND W12 112" EMBED SEE HEADER SCHEDULE 3 #10 TEK r ,, 1/8 BOT. PLATE 9 . 57Jk T.O. SLAB SEE PLAN SCREWS TO T_ — • • C.L. ANGLE LEG W 0't SEE ARCH q - SHEATHINGLT.O. GLAZED OPENING0. BOX HEADER p !! C.L. BOTTOM PL v / SEE ARCH SEE ARCH AND VERTICAL N\ 8" — :r- 2 ' II- �S_ STUD ��1 I 5" LT GAGE BRACE / / IP SEE 9/S3.WALL STANCHION OF TRIMMER AND FULL HT / GLAZED OPENING I #10 SCREWS AT12"O.C.W/ �1�` r /2e 1" -� • (4) SIMPSON 114" DIA #10 TEK SCREW EA SID 6 MAX CLR1 It. SEE PLAN AND SEE / SHEET: S3. 0 STUD TO TRACK. TYPICAL EA. END MINIMUM CLIP ANGLE TOP PLATE TITEN HD W/2 1/2" EMBED HEADER SCHEDULE DETAIL 106 4 8. N.T.S. 9. 10 LT. GAGE MOUNTING AT ROOF SCALE: 3/4"= 1'-0" 3/4"= V-0" 1"= 1'-0" SCALE: 1"=1'-0" MECHANICAL SYMBOL LIST LrimrS NOTE: This is a standard symbol list and not all items listed may be used. A HIE S 720 NW Davis 503.221.1121 IR D Abbreviations SP STATIC PRESSURE General Suite 300 503 221.2077 Portland OR 97209 www.lrsarchitects.cam T, TEMP TEMPERATURE (E) EXISTINGX_X_ DEMOLISH TP TOTAL PRESSURE (N) NEW EXISTING WORK V VOLT (R) RELOCATE/RELOCATED LOCATION ,1p PROFS W/ WITH NEW WORK (X) DEMOLISH A. G1 NE � s W WATT JI 6 9 A/C AIR CONDITIONED) 'i'I 30X16 RECTANGULAR DUCT SIZING -'��•- N� r WB WET BULB AFF ABOVE FINISHED FLOOR WC WATER COLUMN 1 I 30"0 ROUND DUCT SIZING 909 qN 1t, 213- `'0 liM c C ARS' BDD BACKDRAFT DAMPER CD CEILING DIFFUSER Dam CONTINUATION Dampers EXPIRES 12 31-21 p CFM CUBIC FEET PER MINUTE j � I FIRE/SMOKE DAMPER q, POINT OF CONNECTION IL CONSULTANT: CONT. CONTINUATION 464 - L VOLUME DAMPER I N T E RE FE AI C E COP COEFFICIENT OF PERFORMANCE0 I ENGINEERA N G CU CONDENSING UNIT ,,ROJECT 2020-0157 Diffusers and Grilles CONTACT Kate Jones DB DRY BULB 100 SW Main Street,Suite 1600 Portland,OR 97204 DIA DIAMETER ® EXHAUST AIR TEL 503.382.2266 www.interfaceengineering.com DX DIRECT EXPANSION 0 RETURN AIR EAT ENTERING AIR TEMPERATURE __), RETURN/EXHAUSTAIRFLOW FAN COIL UNIT SCHEDULE EDH ELECTRIC DUCT HEATER EER ENERGY EFFICIENCY RATING ® 0 SUPPLY AIR BASIS OF DESIGN SUPPLY FAN JX COOLING COIL ELECTRICAL TOTAL MAX EFF EFFICIENT UNIT ASSOC TOTAL NOM CAP WT —s SUPPLY AIR FLOW SYMBOL AREA SERVED MFR MODEL TYPE CU CFM TONS (BTU/H) VOLTS PH MCA (LBS) NOTES F FAHRENHEIT COMP-1 108-COMPUTER ROOM MITSUBISHI MSY WALL MOUNTED CU-1 630 2 22500 208 1 1 40 1, 2, 3, 4 FC FAN COIL I 12x12 CD--1 DIFFUSER OR GRILLE IDENTIFICATION I 100 NOTES: FC FLEXIBLE CONNECTOR 1 INSTALL PER UNIT MANUFACTURER'S INSTALLATION INSTRUCTIONS. Ductwork Fittin S 2 PROVIDE INTERCONNECTION POWER AND CONTROL CABLE FOR EACH SYSTEM. ELECTRICAL POWER FED FROM ASSOCIATED OUTDOOR UNIT. FSD FIRE/SMOKE DAMPER 3 PROVIDE WALL-MOUNTED, HARD-WIRED SPACE THERMOSTAT BY EQUIPMENT MFGR. FT FEET 1 2 t ACOUSTICALLY LINED DUCT (SIZES 4 GRAVITY DRAIN CONDENSATE. SHOWN ARE NET INSIDE) HP HORSEPOWER , I BELLMOUTH HTG HEATING HTR HEATER 1 D � CONCENTRIC SQUARE TO ROUND CONDENSING UNIT SCHEDULE PROJECT NUMBER: 220104 BASIS OF DESIGN AIR SOURCE CONDENSER ELECTRICAL ID INSIDE DIAMETER MAX State of Oregon (1-->----1) t p I�� CONCENTRIC TRANSITION, IN INCHES RECTANGULAR OR ROUND NOM CAP AMBIENT WT SYMBOL AREA SERVED MFR MODEL TONS (MBH) DB (°F) SEER VOLTS PH MCA MOCP (LBS) NOTES Employment KW KILOWATT - -- I-)_), ��J MITERED ELBOW WITH TURNING CU 1 108 COMPUTER ROOM MITSUBISHI MUY 2 22.5 95 19 208 1 17.1 20 120 1, 2, 3 VANES Department T.I. LAT LEAVING AIR TEMPERATUREr 5RADIUSED ELBOW NOTES: ,- r I 1 INSTALL PER UNIT MANUFACTURER'S INSTALLATION INSTRUCTIONS. Park 217 Business CenterLBS. POUNDS 2 PROVIDE INTERCONNECTION POWER AND CONTROL CABLE FOR EACH SYSTEM. ECCENTRIC TRANSITION, 11950 SW Garden Place MAX MAXIMUM V RECTANGULAR OR ROUND 3 CHARGE SYSTEM WITH ADDITIONAL REFRIGERANT AS REQUIRED. Suite 100 MBH THOUSAND BTU'S PER HOUR FLEXIBLE CONNECTION Tigard, Oregon 97223 MD MOTORIZED DAMPER � � NON-SYMMETRICAL WYE DIFFUSER R R E MIN MINIMUM -- US REGISTER AND GRILLE SCHEDULE NIA NOT APPLICABLE E ,) )::1, I RECTANGULAR DUCT DROP SYMBOL TYPE FACE FRAME DAMPER FINISH BASIS OF DESIGN REMARKS CD-1 CEILING DIFFUSER PERFORATED LAY-IN NONE MATCH CEILING TITUS PMC 1, 2 NO. NUMBER IX lt X I ..f. RECTANGULAR DUCT RISER CRG-1 CEILING RETURN GRILLE PERFORATED LAY-IN NONE MATCH CEILING TITUS PAR 1, 2 REMARKS NTS NOT TO SCALE ► 4 ILRECTANGULAR MAIN WITH 1 INSULATE TOP OF DIFFUSERS. OA OUTSIDE AIR .l, ' );I_ RECTANGULAR BRANCH 2 DIFFUSERS TO MATCH COLOR AND MODELITYPE OF EXISTING DIFFUSERS IN SPACE t OBD OPPOSED BLADE DAMPER H RECTANGULAR MAIN WITH ROUND i \ t .{. l.i BRANCH J OC ON CENTER 2 ` RECTANGULAR OFFSET LESS THAN OSA OUTSIDE AIR ` 15° Cl) SHEET INDEX Z PD PRESSURE DROP } RECTANGULAR OFFSET MORE THAN SHEET TITLE: PH PHASE M0.1 SYMBOLS LIST AND GENERAL NOTES - MECHANICAL SYMBOLS LIST & a GENERAL NOTES - C �„y, MECHANICAL c M2.1 FIRST FLOOR PLAN MECHANICAL Q ROUND DUCT DROPM02 SCHEDULES O S z RA RETURN AIR lI M6.1 DETAILS- MECHANICAL i XI y ROUND DUCT RISER MD2.1 FIRST FLOOR DEMOLITION PLAN - MECHANICAL MECHANICALREF REFRIGERANT J 0 :0) � t RET RETURN ` ROUND DUCT WITH ROUND BRANCH R Y --9- I RPM REVOLUTIONS PER MINUTE . rll' ROUND WYE SA SUPPLY AIR DRAWN BY: KJ 4- t SYMMETRICAL WYE DATE ISSUED: 5.6.2020 SEER SEASONAL ENERGY EFFICIENCY RATING Z E. REVIEW SET 05.01.20 a SF SQUARE FEET PERMIT SET 05.08.20 y CONSTRUCTION SET XX,XX.XX SH SENSIBLE HEAT EV a X a a. M 0 a A c 3 m M Referonne only Not pan o4-finis permit SHEET: 1i40. LRS At Meds,Inc g 2020 0 az 0 FILE: MO1 SYMBOLS LIST AND GENERAL NOTES – MECHANICAL.DWG – M0.1 I EDIT: 5/8/2020 8:06 AM BY KATEJ I PLOT: 5/8/2020 1: 26 PM BY RAYMOND CAMPOS VENTILATION CALCULATION METHOD ASHRAE 62.1-2016 RTU-1 MINIMUM VENTILATION CALCULATIONS LFIS DESIGN CONDITION (CEILING HEATING) UNCORRECTED VENT.AIR FLOW RATE (Vou) 584 [CFM] (SUM OF Vou) SYSTEM VENTILATION EFFICIENCY(Ev) 0.9 [0.0-1.0] (TABLE 6,2.5.2) REQUIRED VENTILATION AIR FLOW RATE (Vot) 648 [CFM] (Vot= Vou /Ev) ARCHITECTS DESIGN VENTILATION AIRFLOW RATE 650 [CFM] OUTSIDE AIR PERCENTAGE 9.03% 720 NW Davis 503.221.1121 8 (AZ) (Vpz) (D) (Den) (Rp) (Ra) (Ez) (Pz) (Vbz) (Voz) (Vou) (Zp) Suite 300 503 221.2077 II OCCUPANCY ZONE ZONE MIN. OCCUPANT OCCUPANT PEOPLE AREA ZONE ZONE MAX. BREATHING ZONE ZONE UNCORRECTED ZONE PRIM. Portland OR 97209 www.Irsarchitects.com . CLASSIFICATION AREA AIRFLOW DIVERSITY DENSITY VENT. RATE VENT. RATE EFFECTIVENESS POPULATION VENT. AIRFLOW VENT. AIRFLOW OUTDOOR AIRFLOW VENT. FRACT. ZONE NAME/SPACE NAME (TABLE 403.3) (FT) (CFM) (0.0- 1.0) (#11000 SF) (CFM/ PERSON) (CFM/SF) (0.0- 1.0) (PEOPLE) (CFM) (CFM) (CFM) (0.0- 1.0) 101A-TRAINING ROOM CONFERENCE ROOM 720 2890 1.0 50 5 0.06 0.8 24.0 163 204 163.2 0.07 101B-TRAINING ROOM CONFERENCE ROOM 720 2890 1.0 50 5 0.06 0.8 22,0 153 192 153.2 0.07 102-TRAINING ROOM CONFERENCE ROOM 460 510 1.0 50 5 0.06 0.8 12.0 88 110 87.6 0.21 ��ED PROA-, 103-COMPUTER LAB OFFICE 720 810 1.0 5 5 0.06 0.8 24.0 163 204 163.2 0.25 ,• �aG I NF 111-MANAGERS OFFICE OFFICE 190 100 1.0 5 5 0.06 0.8 1.0 16 21 16.4 0.21 IA 1 6eit.9±., TOTALS: 2810 7200 83 584 730 5$4 0.25 -k / VENTILATION CALCULATION METHOD ASHRAE 62.1-2016 RTU-3 MINIMUM VENTILATION CALCULATIONS -57 -4ooh DESIGN CONDITION (CEILING HEATING) Q1� N 11, 2 O C. C A9* UNCORRECTED VENT. AIR FLOW RATE(Vou) 160 [CFM] (SUM OF you) EXPIRES 12-31-21 SYSTEM VENTILATION EFFICIENCY(Ev) 1 [0.0-1.0] (TABLE 6.2.5.2) REQUIRED VENTILATION AIR FLOW RATE (Vot) 160 [CFM] (Vot=Vou/Ev) DESIGN VENTILATION AIRFLOW RATE 400 [CFM] OUTSIDE AIR PERCENTAGE 5.56% (AZ) (Vpz) (D) (Den) (Rp) (Ra) (Ez) (Pz) (Vbz) (Voz) (Vou) (Zp) OCCUPANCY ZONE ZONE MIN. OCCUPANT OCCUPANT PEOPLE AREA ZONE ZONE MAX. BREATHING ZONE ZONE UNCORRECTED ZONE PRIM. 0 I N T E R F A C E E N G I N E E R I N G CLASSIFICATION AREA AIRFLOW DIVERSITY DENSITY VENT. RATE VENT. RATE EFFECTIVENESS POPULATION VENT.AIRFLOW VENT. AIRFLOW OUTDOOR AIRFLOW VENT. FRACT. ZONE NAME/SPACE NAME (TABLE 403.3) (FT) (CFM) (0.0- 1.0) (01000 SF) (CFM/ PERSON) (CFM /SF) (0.0- 1.0) (PEOPLE) (CFM) (CFM) (CFM) (0.0- 1.0) FROJECr 2020-0157 CONTACT Kate Jones 100-WAITING ROOM/INFO/GREETER RECEPTION AREA 1150 2250 1.0 30 5 0.0 0.8 10.0 50 63 50.0 0.03 100 SW Main Street,Suite 1600 1228-OPEN OFFICE OFFICE 2750 4950 1.0 5 5 0.0 0.8 22.0 110 138 110.0 0.03 Portland,OR 97204 TEL 503.382.2266 TOTALS: 3900 7200 32 160 200 160 0.03 A www.interfaceengineering.com VENTILATION CALCULATION METHOD ASHRAE 62.1-2016 AC-2 MINIMUM VENTILATION CALCULATIONS DESIGN CONDITION (CEILING HEATING) UNCORRECTED VENT. AIR FLOW RATE (Vou) 450 [CFM] (SUM OF Vou) SYSTEM VENTILATION EFFICIENCY(Ev) 0.9 [0.0-1.0] (TABLE 6.2.5.2) REQUIRED VENTILATION AIR FLOW RATE(Vot) 500 [CFM] (Vot =Vou/ Ev) DESIGN VENTILATION AIRFLOW RATE 500 [CFM] OUTSIDE AIR PERCENTAGE 13.89% (AZ) (Vpz) (D) (Den) (Rp) (Ra) (Ez) (Pz) (Vbz) (Voz) (Vou) (Zp) OCCUPANCY ZONE ZONE MIN. OCCUPANT OCCUPANT PEOPLE AREA ZONE ZONE MAX. BREATHING ZONE ZONE UNCORRECTED ZONE PRIM. CLASSIFICATION AREA AIRFLOW DIVERSITY DENSITY VENT. RATE VENT. RATE EFFECTIVENESS POPULATION VENT.AIRFLOW VENT. AIRFLOW OUTDOOR AIRFLOW VENT. FRACT. ZONE NAME/SPACE NAME (TABLE 403.3) (FT) (CFM) (0.0- 1.0) (#/1000 SF) (CFM/PERSON) (CFM/SF) (0.0- 1.0) (PEOPLE) (CFM) (CFM) (CFM) (0.0- 1.0) 112-CONFERENCE CONFERENCE ROOM 510 600 1.0 50 5 0.06 0.8 18.0 121 151 120.6 0.25 113-OPEN OFFICE OFFICE 3320 3000 1.0 5 5 0.06 0.8 26.0 329 412 329.2 0.14 TOTALS: 3830 3600 44 450 562 450 0.25 VENTILATION CALCULATION METHOD ASHRAE 62.1-201E.; AC-4 MINIMUM VENTILATION CALCULATIONS DESIGN CONDITION (CEILING HEATING:I UNCORRECTED VENT. AIR FLOW RATE (Vou) 33E: [CFM] (SUM OF Vou) SYSTEM VENTILATION EFFICIENCY(Ev) 0.51 [0.0-1.0] (TABLE 6.2.5.2) PROJECT NUMBER: 220104 REQUIRED VENTILATION AIR FLOW RATE(Vot) 37Ci [CFM] (Vot =Vou/ Ev) DESIGN VENTILATION AIRFLOW RATE 40C1 [CFM] OUTSIDE AIR PERCENTAGE 11.11%, State of Oregon - (AZ) (Vpz) (0) (Den) (Rp) (Ra) (Ez) (Pz) (Vbz) (Voz) (Vou) (Zp) Employment OCCUPANCY ZONE ZONE MIN. OCCUPANT OCCUPANT PEOPLE AREA ZONE ZONE MAX. BREATHING ZONE ZONE UNCORRECTED ZONE PRIM. CLASSIFICATION AREA AIRFLOW DIVERSITY DENSITY VENT. RATE VENT. RATE EFFECTIVENESS POPULATION VENT.AIRFLOW VENT.AIRFLOW OUTDOOR AIRFLOW VENT. FRACT. Department T.I. ZONE NAME/SPACE NAME (TABLE 403.3) (FT) (CFM) (0.0- 1.0) (#/1000 SF) (CFM/ PERSON) (CFM /SF) (0.0- 1.0) (PEOPLE) (CFM) (CFM) (CFM) (0.0- 1.0) 104-INTERVIEW OFFICE 93 100 1.0 5 5 0.06 0.8 2.0 16 19 15.6 0.19 105-INTERVIEW OFFICE 93 100 1.0 5 5 0.06 0.8 2.0 16 19 15.6 0.19 Park 217 Business Center 106-INTERVIEW OFFICE 93 100 1.0 5 5 0.06 0.8 2.0 16 19 15.6 0.19 11950 SW Garden Place 107-INTERVIEW OFFICE 93 100 1.0 5 5 0.06 0.8 2.0 16 19 15.6 0.19 Suite 100 110-CONFERENCE CONFERENCE ROOM 260 500 1.0 50 5 0.06 0.8 10.0 66 82 65.6 0.16 Tigard, Oregon 97223 114-MANAGERS OFFICE OFFICE 190 100 1.0 5 5 0.06 0.8 1.0 16 21 16.4 0.21 115-MANAGERS OFFICE OFFICE 190 100 1.0 5 5 0.06 0.8 1.0 16 21 16.4 0.21 122A-OPEN OFFICE OFFICE 1870 2500 1.0 5 5 0.06 0.8 12.0 172 215 172.2 0.09 TOTALS: 2882 3600 32 333 416 333 0.21 VENTILATION CALCULATION METHOD ASHRAE 62.1-2016 AC-5 MINIMUM VENTILATION CALCULATIONS DESIGN CONDITION (CEILING HEATING) UNCORRECTED VENT.AIR FLOW RATE (Vou) 18 [CFM] (SUM OF Vou) SYSTEM VENTILATION EFFICIENCY(Ev) 1.0 [0.0-1.0] (TABLE 6.2.5.2) REQUIRED VENTILATION AIR FLOW RATE (Vot) 18 [CFM] (Vot =Vou/ Ev) DESIGN VENTILATION AIRFLOW RATE 100 [CFM] OUTSIDE AIR PERCENTAGE 5.00% (AZ) (Vpz) (D) (Den) (Rp) (Ra) (Ez) (Pz) (Vbz) (Voz) (Vou) (Zp) OCCUPANCY ZONE ZONE MIN. OCCUPANT OCCUPANT PEOPLE AREA ZONE ZONE MAX. BREATHING ZONE ZONE UNCORRECTED ZONE PRIM. CLASSIFICATION AREA AIRFLOW DIVERSITY DENSITY VENT. RATE VENT. RATE EFFECTIVENESS POPULATION VENT. AIRFLOW VENT. AIRFLOW OUTDOOR AIRFLOW VENT. FRACT. ZONE NAME/SPACE NAME (TABLE 403.3) (FT) (CFM) (0.0- 1.0) (#/1000 SF) (CFM/PERSON) (CFM/SF) (0.0- 1.0) (PEOPLE) (CFM) (CFM) (CFM) (0.0- 1.0) SHEET TITLE: I HALL CORRIDOR 300 1600 1.0 0 0 0.06 0.8 0.0 18 23 18.0 0.01 U 117-WOMENS RESTROOM 385 200 -- -- -- -- -- -- -- -- -- -- SCHEDULES 118-MENS RESTROOM 385 200 -- -- -- -- -- -- -- -- -- -- TOTALS: 1070 2000 0 18 23 18 0.01 MECHANICAL VENTILATION CALCULATION METHOD ASHRAE 62.1-2016 AC-6 MINIMUM VENTILATION CALCULATIONS 5. 0 = DESIGN CONDITION (CEILING HEATING) u N 0 UNCORRECTED VENT.AIR FLOW RATE (Vou) 124 [CFM] (SUM OF you) SYSTEM VENTILATION EFFICIENCY(Ev) 1 [0.0-1.0] (TABLE 6.2.5.2) i REQUIRED VENTILATION AIR FLOW RATE (Vot) 124 [CFM] (Vot =Vou/ Ev) DRAWN BY: KJ 2 DESIGN VENTILATION AIRFLOW RATE 125 [CFM] DATE ISSUED: 5.8.2020 2 OUTSIDE AIR PERCENTAGE 8.93% (AZ) (Vpz) (D) (Den) (Rp) (Ra) (Ez) (Pz) (Vbz) (Voz) (Vou) (Zp) REVIEW SET 05.01.20 OCCUPANCY ZONE ZONE MIN. OCCUPANT OCCUPANT PEOPLE AREA ZONE ZONE MAX. BREATHING ZONE ZONE UNCORRECTED ZONE PRIM. PERMIT SET 05.08.20 CLASSIFICATION AREA AIRFLOW DIVERSITY DENSITY VENT. RATE VENT. RATE EFFECTIVENESS POPULATION VENT. AIRFLOW VENT. AIRFLOW OUTDOOR AIRFLOW VENT. FRACT. CONSTRUCTION SET XX.XX,XX 0 o ZONE NAME/SPACE NAME (TABLE 403.3) (FT) (CFM) (0.0- 1.0) (#/1000 SF) (CFM/PERSON) (CFM/SF) (0.0- 1.0) (PEOPLE) (CFM) (CFM) (CFM) (0.0- 1.0) If 120-MOTHERS OFFICE 70 100 1.0 5 5 0.06 0.8 1.0 9 12 9.2 0.12 x 121-BREAK ROOM OFFICE 580 1300 1.0 5 5 0.06 0.8 16.0 115 144 114.8 0.11 b D. TOTALS: 650 1400 17 124 155 124 0.12 0 Ir �� O I"1��. blot part int- . i5 emit. SHEET: MO. 2 LRS Architects.Inc-©2020 0 Q 0 O m FILE: M02 SCHEDULES - MECHANICAL.DWG - MO.2 I EDIT: 5/8/2020 8:38 AM BY KATE} I PLOT: 5/8/2020 1:26 PM BY RAYMOND CAMPOS LFS GENERAL MECHANICAL NOTES 0 SHEET KEYNOTES ARCHITECTS 720 NW Davis 503.221.1121 21 A. CONDITIONS SHOWN ON THESE PLANS RELATIVE TO THE WORK TO BE PERFORMED 1. REMOVE EXISTING DIFFUSER AND CONNECTED FLEX 6. REMOVE EXISTING DIFFUSER AND CONNECTED FLEX Suite 300 503 221.2077 D ARE BASED ON THE BEST INFORMATION AVAILABLE. HOWEVER, ALL DUCT TO BE RELOCATED WITHIN COMPUTER LAB. DUCT TO BE RELOCATED IN MANAGER OFFICE 2 Portland OR 97209 www.Irsarchitects.corn REPRESENTATION OF WORK SHALL BE SUBJECT TO VERIFICATION PRIOR TO SEE SHEET M2.1 FOR NEW LOCATION. ROOM. SEE SHEET M2.1 FOR NEW LOCATION. COMMENCING WORK. IMMEDIATELY NOTIFY THE ARCHITECT IF THE PROJECT CONDITIONS ARE IN CONFLICT WITH THE PLANS HEREIN. 2. REMOVE EXISTING DIFFUSER AND CONNECTED FLEX 7. REMOVE EXISTING RETURN GRILLES AND DUCT TO BE RELOCATED IN TRAINING ROOM 1 AND CONNECTED DUCTWORK TO BE RELOCATED IN NEW B. FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF BIDNVORK. TRAINING ROOM 2. SEE SHEET M2.1 FOR NEW LAYOUT. SEE SHEET M2.1 FOR NEW LOCATIONS. LOCATIONS. sp 3. REMOVED EXISTING TRANSFER GRILLES AND DUCT /„.<c PROFFS TO BE RELOCATED FOR NEW TRAINING ROOM <(,‘""\G11\1 - 'A LAYOUT. SEE SHEET M2.1 FOR NEW LOCATION. -If,I 6 9 D /�_ 4 REMOVE EXISTING DIFFUSER AND CONNECTED FLEX DUCT TO BE RELOCATED IN CONFERENCE 2 ROOM. - `'q� oo`' . . SEE SHEET M2.1 FOR NEW LOCATIONS. 0,9 ft, 2 ��O � C. CPR 5. REMOVE EXISTING DIFFUSER AND CONNECTED FLEX DUCT TO BE RELOCATED IN INTERVIEW ROOM. SEE EXPIRES 12-31-21 SHEET M2.1 FOR NEW LOCATION. 4 • _ CONSULTANT: /--EXISTING EXHAUST 0 IE NN GTERFE N E E RAI CN G SYSTEM TO REMAIN PRoJEct 2020-0157 n * m Ir--- -..--•T— rr—�r—�r—�r—�r—� I n u u I _ — ��I j l / I CONTACT1Kate Jones -0157 T 100 SW Main Street Suite 1600 II - I _ -1 [ - - I `i� 1 1 I 11.'9 C 7 ��' Portland,OR 97204 II -I .� -1 ilir II Imp L.--r?/,7‘ , r TEL 503.382.2266 AAA I �--T 'T•�- ri �_ T-- r 7�� 11 �� - ` !E? --- CGAFERENCE II -1— —L. I I I- I I IL- 1 I--I�— I IL I IL II_ I 1 -� 1 — — ._'�- ' www.lnterfaceengineering.com 112 -� 1 1 _ 111 r- - - - -o 's — II I I 1II I.I- I I II I !I L �I II L 1 ,` - IL 1 I 1 1 I I I III I II I L — - II - - - . 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DRAWN BY: KJ U (E) EDM{ E) EDH) DATE ISSUED: 5.1.2020 0 a REVIEW SET 05.01.20 N 0 NPERMIT SET 05.08.20 CONSTRUCTION SET XX.XX.XX •6 c. =d 1 FIRST FLOOR DEMOLITION PLAN - MECHANICAL ��s x 0 4' 8' 16' ai. SCALE. 118"=1'-0" r SHEET: efe en only MD2■ 1 Not part °f..ells permit L+�sArchitects,Inc 2020 N U 0 Z O i) FILE: M021 FIRST FLOOR DEMOLITION PLAN - MECHANICAL.DWG - MD2.1 I EDIT: 5/8/2020 1:20 PM BY RAYMONDC I PLOT: 5/8/2020 1:26 PM BY RAYMOND CAMPOS LI'S GENERAL MECHANICAL NOTES 0 SHEET KEYNOTES ARCHITECTS 720 NW Davis 503.221.1121 II A. CONDITIONS SHOWN ON THESE PLANS RELATIVE TO THE WORK TO BE PERFORMED 1. RELOCATE EXISTING DIFFUSERS TO THE NEW 6. RELOCATE EXISTING DIFFUSER TO THE NEW 12. CAP EXISTING DUCT TAKEOFF. Suite 300 503 221.2077 r' ARE BASED ON THE BEST INFORMATION AVAILABLE. HOWEVER, ALL REPRESENTATION LOCATIONS SHOWN IN COMPUTER LAB. RECONNECT LOCATION SHOWN IN MANAGER OFFICE 2 ROOM. OF WORK SHALL BE SUBJECT TO VERIFICATION PRIOR TO COMMENCING WORK. DIFFUSER TO SYSTEM WITH NEW DUCT TAKEOFF RECONNECT DIFFUSER TO SYSTEM WITH NEW DUCT 13. INSTALL NEW 2-TON A/C MINI SPLIT SYSTEM FOR Portland OR 97209 www.Irsarchitects.com IMMEDIATELY NOTIFY THE ARCHITECT IF THE PROJECT CONDITIONS ARE IN CONFLICT AND FLEX DUCT AS SHOWN. AND FLEX DUCT AS SHOWN. COMPUTER ROOM COOLING. ROUTE REFRIGERANT WITH THE PLANS HEREIN. PIPING UP THRU ROOF TO CONDENSING UNIT. 2. RELOCATE EXISTING DIFFUSERS TO THE NEW 7, RELOCATE EXISTING RETURN GRILLES TO THE NEW B. FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF BID/WORK. LOCATIONS SHOWN IN TRAINING ROOM 1. LOCATIONS SHOWN IN OPEN OFFICE AND BREAK 14. FIND EXISTING THERMOSTAT FOR EQUIPMENT RECONNECT DIFFUSERS TO SYSTEM WITH NEW ROOM. RECONNECT GRILLES TO SYSTEM WITH NEW NOTED AND RELOCATE AS REQUIRED TO NEW C. COORDINATE FINAL LOCATION OF DIFFUSERS, GRILLES, AND OTHER DEVICES WITH DUCT TAKEOFFS AND FLEX DUCT AS SHOWN. DUCT. LOCATION SHOWN. EXISTING THERMOSTAT TO EO PROP ARCHITECTURAL DRAWINGS. REMAIN IN PLACE IF IT IS ALREADY IN THIS e cis, 3. RELOCATE EXISTING TRANSFER GRILLES AND DUCT 8. ADD NEW SUPPLY DIFFUSER TO LOCATION SHOWN. LOCATION. ADD CLEAR LOCKABLE COVERS TO ALL ��G I NE ,p so D. UNLESS OTHERWISE NOTED, DUCT BRANCHES SHALL BE THE SAME SIZE AS DIFFUSER AS SHOWN IN TRAINING ROOMS. CONNECT TO SYSTEM WITH NEW DUCT. THERMOSTATS. i I 6 9 ZD NECK SIZE ,,_, - i 4. RELOCATE EXISTING DIFFUSERS TO THE NEW 9. RELOCATE EXISTING RETURN TRANSFER GRILLE 15. NEW RETURN TRANSFER GRILLE. r •- E. REBALANCE EXISTING AND RELOCATED DIFFUSERS TO AIRFLOWS SHOWN IN LOCATIONS SHOWN IN CONFERENCE 2 ROOM. FROM WAITING ROOM TO NEW LOCATION 1Nh DRAWINGS. RECONNECT DIFFUSERS TO SYSTEM WITH NEW CONFERENCE 1 ROOM. 16. REBALANCE ROOFTOP EQUIPMENT TO OUTSIDE AIR 90 -IN ii, 2n` gyp= DUCT AND FLEX DUCT AS SHOWN. CFM VALUES AND TOTAL AIR CFM VALUES SHOWN IN �94i C, CARS 10. COORDINATE 112" DOOR UNDERCUT FOR THIS ROOM VENTILATION CALCULATIONS ON SHEET M0.2. 5. RELOCATE EXISTING DIFFUSER TO NEW LOCATION TO PROVIDE RETURN AIR PATH. EXPIRES 12-31-21 SHOWN IN INTERVIEW 4 ROOM. RECONNECT DIFFUSER TO SYSTEM WITH NEW DUCT AND FLEX 11. ADD NEW RETURN GRILLE IN HALL AND ROUTE NEW .\ DUCT AS SHOWN. RETURN DUCT BACK TO (E)AC-5 • - CONSULTANT: -EXISTING EXHAUST SYSTEM TO REMAIN; ADJUST SUPPLY AIRFLOW SUCH THAT I 12"0 I Ty) CD-1 1 10"0 I(E) CD-1 RESTROOMS ARE NEGATIVELY PRESSU'; ED. I 24x24 1CRG-1 I 6"0 ICD-1 4• 0 I N T E R F A C E 450 TYPE 3D0 1000 i 100 ENGINEERING 0 / I „ , 1 * * - PROJECT 2020-0157 % �' it . CONTACT ate Ones CPT �� I 100 5W Main Street,Suite 1600 -II i_ — I / I I L I _ — 1, �r11 it, 11 '� ,�*r Portland,OR 97204 I — ' I i 1 1 TEL 503.382.2266 ill I j r �� r� �r X11- ��Ir - � _-. ` uC7THER S 9 www.nterfaceen ineerin com ��r++�>�� -�- I I�- I IL I I - I II_ I II_ II_ I II �. IM ' -_ r� I IL'G ' ® s 9. 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I255 I \ J �� -- "--- ( II I II I II II I I I II r = T- __ _ = T- -I i {E}AC4� 16 �` IA11V1!'(C, Jim = �i--� I I tr'7- a ( _ I ill I li JI II I I I 11 - J I L - -J FSD I �X� ON ROOF Park 217 Business Center N1 I • a, r r -1I r 1 II r -II r- 1I L__ -__J �•l�l..,� `� I -107 - r � — I I II- I I� II- I r I II I 11950 SW Garden Place = live V -� -_..J L- - "0 ( _ L A, L, L-�L_ : (1 1 Fso L Q7 --�— ti � Suite 100 _ - , 5 1 �0 l7YP . - �lL-1 � 1 , �/ CnM'UT�R - - `� 4-�; -- ,, . 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INF LI/Uf�� I rnWr� - -- _ - - �I - - -11 -1 - - - �i 11 L - - - - - - 1D18 101 -I� - - - - JL - - - � - - - J- - -�� - -'� # - �r- - - - -i - - - IL = = -'_ _ _ _ � I 12"0 I(E) GD-1 / L- I 14"O CD-1 �-. — �- - 7r - - I- 4 450 L 1 -� �I i �I 1 1 720 ITYP 3 /1-1-1:1-; - - -_' S SHEET TITLE: 3 , 1 .. /. - �/ �� tWr car II t�— II 1 --I� { I I II 1 I I liIl �� I /�C`� — d J\ 1H,_ r 11 J r -II LI J - 1_ J - SII J II • - J AI FIRST FLOOR I9- I _ _ L L� L I lr 1 11 IC I I II- I II Ir I I II 140 {E) CD-1 _ I �-i J� c1-- L.Jr, J L ' _- �EIMMI PLAN O 1 730 I —-- - - r GPT r A 1 MECHANICAL a 1 r �, .. ,r ., , 1 -.. ', . . -- -.-- .. - - ' - " 44 h " --- r._ .3 LTW 14"0 (E) CD-1 12"0 (E GD-1 il I 730 I I 575 ITYP2 I 12"0 (E I 750 I )pC61 ILDRAWN BY: KJ I14"0 (R) CD-1 (E) EDH (E) EDH) DATE ISSUED: 5.8.2020 720 TYP 3 2 I REVIEW SET 0501.20 O PERMIT SET 05.08.20 d H i, CONSTRUCTION SET XX.XX.XX E _�� 1 FIRST FLOOR PLAN - MECHANICAL n , 0 4' 8' 16' a L } wffiewil ,R SCALE: 118"=1'-0" ' n 431®�te�,,”n�.a only SHEET: M2. i N ,'7 rrr j LRS Architects,Inc.C 2020 0 Not part ettnfs permit F g FILE: M21 FIRST FLOOR PLAN - MECHANICAL.DWG - M2.1 I EDIT: 5/8/2020 1:21 PM BY RAYMONDC I PLOT: 5/8/2020 1:26 PM BY RAYMOND CAMPOS LnS ARCHITECTS 720 NW Davis 503.221.1121 LSP Suite 300 503 221.2077 D Portland OR 97209 www.Irsarchitects.com sO << G INE cP ( 1"1 Z •- ✓ h 90 �N11, 2°� 0 2 SHEET METAL DUCT. '9M C. C0'1. EXPIRES 12-31-21 VOLUME DAMPER PER SPECIFICATIONS (NOT FURNISHED W/SPIN-IN). ai=: FLEXIBLE DUCT- MAX 5'-0". liff CONSULTANT: 0 INTERFACE CONNECT AIR INLET OR OUTLET TO ELBOWE N G I N E E R I N G CEILING. PER MANUFACTURER'S INSTRUCTIONS. PROJECT 2020-0157 CONTACT Kate Jones 100 SW Main Street,Suite 1600 Portland,OR 97204 TEL 503.382.2266 www,interfaceengineering.com 1 AIR INLET OR OUTLET ROUND NECK NO SCALE NOTES: OFIRE RATED PARTITION. COORDINATE WITH n ARCHITECTURAL FOR FRAMING AND FIRE RATED f\.1 LINING REQUIREMENTS. 0O2 COORDINATE PARTITION OPENING, 11$" LARGER THAN FIRE DAMPER SLEEVE PER FOOT OF WIDTH 0 0 OR HEIGHT. © © 0 PROVIDE SLEEVE 3" BEYOND EDGE OF PARTITION, EACH SIDE. O FIRE DAMPER FRAME ATTACHED TO SLEEVE BY MANUFACTURER. CAULKING MATERIAL (TYP.). I \\ // O "S"TYPE DUCT CONNECTION. DO NOT SCREW OR BOLT. PROJECT NUMBER: 220104 I F.- O \/ 1 0 ANGLE ALL AROUND SLEEVE MINIMUM 1" OVERLAP / \ WITH WALL FRAMING. ONE INCH FILLET WELDS 5" State of Oregon MAX. ON CENTER, OR 1/4" BOLTS 5" MAX. ON DAMPER /`–:�� I / \ I cp CENTER. DO NOT ATTACH ANGLES TO WALL, - C ASSEMBLYF� 0 �[————y COORDINATE WITH DAMPER MANUFACTURER FOR Employment APPROVED ANGLE SIZE AND GAUGE. 1 O PROVIDE DUCT ACCESS DOOR, COORDINATE LOCATION Department T.I. AIR FLOW O � AND TYPE OF ARCHITECTURAL SERVICE ACCESS WITH �___ _m_� r„:1-0---' 4E-- ARCHITECTURAL. Park 217 Business Center O DAMPER ACTUATOR. MOUNT EXTERNAL OF DUCT ON\_ ' 11950 S W Garden Place • • r •• - DAMPER SLEEVE. BY DAMPER MANUFACTURER. I Suite 100 DUCT FUSIBLE LINK DUCT ASSEMBLY. GENERAL NOTES: DETAIL INDICATES REQUIREMENTS FOR STANDARD Tigard, Oregon 97223 0 FRAME INSTALLATION. REFERENCE SMACNA FIRE, SMOKE AND RADIATION DAMPER INSTALLATION GUIDE" FOR OTHER CONFIGURATION REQUIREMENTS. COMPLY 1 FULLY WITH ABOVE MENTIONED AND ALSO AHJ v REQUIREMENTS IN ALL CASES. 2 FIRE/SMOKE DAMPER NO SCALE SHEET TITLE: I DETAILS - U MECHANICAL 0w w :rt- LL w O tD m N DRAWN BY: KJ 2 DATE ISSUED: 5.1.2020 2 REVIEW SET 05.01.20 0 0 PERMIT SET 05.08.20 0 CONSTRUCTION SET XX.XX.XX a` x 0 a 0 n A m g w E SHEET: M 6. / N !r� i,�+J�nly Y e r n "`, T LRS ArChdects.Inc 2020 0 i z Not part et this emit FILE: M61 DETAILS — MECHANICAL.DWG — M61 I EDIT: 5/1/2020 11:58 AM BY RAYMONDC I PLOT: 5/8/2020 1:26 PM BY RAYMOND CAMPOS ELECTRICAL SYMBOL LIST LnS NOTE: This is a standard symbol list and not all items listed may be used. ARCHITECTS 720 NW Davis 5013.221.1121 9R Abbreviations N.I.C. NOT IN CONTRACT ©M. DETAIL NUMBER AND SHEET LOCATION ' DRY TYPE TRANSFORMER $ SINGLE POLE SWITCH Suite 300 503 221.2077 0 2 = DOUBLE POLE SWITCH Portland OR 97209 www.Irsarchitects.com N/A NOT APPLICABLE 3 = THREE-WAY SWITCH (E) EXISTING ( XX-X ) EQUIPMENT IDENTIFICATION 1G FLUSH WALL MOUNTED BRANCH PANEL 4 = FOUR-WAY SWITCH (R) RELOCATE N NEUTRAL a THRU z (LOWERCASE) = LUMINAIRE CONTROL LOCATION GB DESIGNATION NEC NATIONAL ELECTRIC CODE OO KEYED NOTE GROUND BAR D = DIMMER (X) DEMOLISH F = FAN SPEED CONTROL �0PROF K= KEY OPERATED SWITCH �� es NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION 5� si ME MAIN DISTRIBUTION PANEL/SUB DISTRIBUTION PANEL L = LIGHTED HANDLE cp �G I N Ec(,,,\oI- A AMPERES, AMBER NESC NATIONAL ELECTRIC SAFETY CODE Liahting65595 (moi M = MANUAL MOTOR STARTER WITH THERMAL OVERLOAD i AFC ABOVE FINISHED CEILING P = SWITCH WITH PILOT LIGHT NTS NOT TO SCALE KIN COMBINATION EXIT SIGN CEILING MOUNTED AND DUAL HEAD Raceways S = SENTRY SWITCH yam.-=' I' AFF ABOVE FINISHED FLOOR EMERGENCY EGRESS LIGHTING WITH BATTERY PACK. T= INTERVAL TIMER 7NE 6 2po �C.9 OC ON CENTER ARRROW(S) INDICATES DIRECTION IF SHOWN W= WEATHERPROOF SWITCH q,yH T pH0O AHJ AUTHORITY HAVING JURISDICTION CONDUIT CONCEALED IN WALL OR CEILING SPACE V= LOW VOLTAGE SWITCH OFCI OWNER FURNISHED, CONTRACTOR INSTALLED 4 /I. COMBINATION EXIT SIGN WALL MOUNTED AND DUAL HEAD I EXPIRES: 12/31/20 I AIC AVAILABLE INTERRUPTING CAPACITY EMERGENCY EGRESS LIGHTING WITH BATTERY PACK. ARRROW(S) INDICATES DIRECTION IF SHOWN — — CONDUIT ROUTED BELOW FLOOR/ GRADE PH PHASE Telecommunications ANSI AMERICAN NATIONAL STANDARDS INSTITUTE PNL PANEL ® EXIT SIGN CEILING MOUNTED, ARROW(S) INDICATES CONDUIT ELLER DOWNRACEWAY ONLY DATA/TELEPHONE OUTLET. PROVIDE DOUBLE AWG AMERICAN WIRE GAUGE DIRECTION IF SHOWN '7 CONSULTANT: GANG BACK BOX AND SINGLE GANG ADAPTER PLATE WITH 1" PVC POLY-VINYL-CHLORIDE EXIT SIGN WALL MOUNTED, ARROW(S) INDICATES DIRECTION IF C. AND PULLSTRING TO ACCESSIBLE CEILING SPACE. BAS BUILDING AUTOMATION SYSTEM0 CONDUIT ELLED UP (MULTIPLE LETTERS INDICATE MULTIPLE OPTIONS) 0 I I'll EREPWR POWER SHOWN EN Gr I N E 11%1 N G A=ABOVE COUNTER C CONDUIT, CLOSE, CONTROL C = CEILING MOUNTED ABOVE ACCESSIBLE CEILING QTY QUANTITY IL.......1 RECESSED 1'X 4' LUMINAIRE ( CONDUIT/WIRING CONTINUATION F = FLUSH CEILING MOUNTED PROJECT 2020-0157 CONTACT Nolan Murray CA CABLE R = SURFACE MOUNTED ON RACEWAY 100 SW Main Street, Suite 1600 READ REQUIRED I I RECESSED 1' X 4' LUMINAIRE CONNECTED TO EMERGENCY/LIFE D CONDUIT/WIRING STUBBED OUT WITH END CAP OR INSULATED Portland,OR 97204 CAT CATEGORY SAFETY CIRCUIT OR WITH INTEGRAL EMERGENCY BATTERY PLASTIC BUSHING V RACEWAY ONLY TELEPHONE OUTLET, PROVIDE DOUBLE GANG 1F.L 503.382.2266 RFI REQUEST FOR INFORMATION CONNECTED TO UNSW1TCHED CIRCUIT BACK BOX AND SINGLE GANG ADAPTER PLATE WITH 314" C. www.interfaceengineering.com CLG CEILING AND PULLSTRING TO ACCESSIBLE CEILING SPACE. SEE LETTER FLEXIBLE CONDUIT CODE LIST AT DATA/TELEPHONE OUTLET FOR OPTIONS. RM ROOM !L_I RECESSED 2'X 2' LUMINAIRE COORD COORDINATE RMC RIGID METAL CONDUIT CU COPPER LSI Lel RECESSED 2'X 2' LUMINAIRE CONNECTED TO EMERGENCY/LIFE Switches and Receptacles SHT SHEET SAFETY CIRCUIT OR WITH INTEGRAL EMERGENCY BATTERY - dB DECIBEL CONNECTED TO UNSWITCHED CIRCUIT SPD SURGE PROTECTION DEVICEDUPLEX RECEPTACLE (MULTIPLE LETTERS INDICATE MULTIPLE � DIA DIAMETER II RECESSED 2'X 4' LUMINAIRE OPTIONS) STD STANDARD A=ABOVE COUNTER DIM DIMENSIONB = CLOCK HANGER RECESSED 2' X 4' LUMINAIRE CONNECTED TO EMERGENCY/LIFE C = FLUSH CEILING MOUNTED SWBD SWITCHBOARD SAFETY CIRCUIT OR WITH INTEGRAL EMERGENCY BATTERY E = EMERGENCY DIV DIVISION CONNECTED TO UNSWITCHED CIRCUIT F =ARC FAULT PROTECTED BY BREAKER IN PANEL TBD TO BE DETERMINED 0 = GROUND FAULT CIRCUIT INTERRUPTER DN DOWN RECESSED LUMINAIRE H = HOSPITAL GRADE TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR K= CHILD RESISTANT COVER DTL DETAIL L = ISOLATED GROUND TYP TYPICAL IN RECESSED LUMINAIRE CONNECTED TO EMERGENCY/LIFE P = PENDANT MOUNTED WITH CORD GRIPS. VERIFY DWG DRAWING SAFETY CIRCUIT PENDANT LENGTH UL UNDERWRITERS LABORATORIESR1 = HALF SWITCHED BY OCCUPANCY SENSOR RELAY E EMERGENCY I _ I SURFACE MOUNTED 2'X 2' LUMINAIRE CONNECTED TO R2 = FULLY SWITCHED BY OCCUPANCY SENSOR RELAY t I EMERGENCY/LIFE SAFETY CIRCUIT OR WITH INTEGRAL S= SPLIT WIRED UON UNLESS OTHERWISE NOTED EMERGENCY BATTERY CONNECTED TO UNSWITCHED CIRCUIT T=TAMPER RESISTANT SHUTTERED RECEPTACLE EA EACH U = USB PORT(S) UPS UNINTERRUPTIBLE POWER SUPPLY SURFACE MOUNTED 2'X 4' LUMINAIRE W= WEATHERPROOF CONTINUOUS USE COVER, GFCI EF EXHAUST FAN I 0 I PROTECTED, WITH WEATHER-RESISTANT RECEPTACLE PROJECT NUMBER: 220104 V VOLTS, VOLTAGE EL ELEVATION I • I SURFACE MOUNTED 2'X 4' LUMINAIRE CONNECTED TO DUPLEX RECEPTACLE, FLUSH FLOOR State of Oregon W/ WITH EMERGENCY/LIFE SAFETY CIRCUIT OR WITH INTEGRAL EMT ELECTRICAL METALLIC TUBING EMERGENCY BATTERY CONNECTED TO UNSWITCHED CIRCUIT W/O WITHOUT ❑® DOUBLE DUPLEX RECEPTACLE, FLUSH FLOOR Employment FA FIRE ALARMI 0} I SURFACE OR PENDANT MOUNTED 1'X 4' LUMINAIRE FBO FURNISHED BY OTHERS WP WEATHERPROOF 411 DOUBLE DUPLEX RECEPTACLE. SEE LETTER CODE LIST AT Department T.I. XFMR TRANSFORMER 1_6_1 SURFACE OR PENDANT MOUNTED 1'X 4' LUMINAIRE DUPLEX RECEPTACLE FOR OPTIONS FMC FLEXIBLE METAL CONDUIT CONNECTED TO EMERGENCY/LIFE SAFETY CIRCUIT OR WITH Park 217 Business Center INTEGRAL EMERGENCY BATTERY CONNECTED TO ® EQUIPMENT ELECTRICAL CONNECTION FT FOOT, FEET Connections / EQuipment UNSWITCHED CIRCUIT 11950 SW Garden Place ® SPECIAL PURPOSE RECEPTACLE. LETTER CODE DENOTES Suite 100 G, GND GROUND • SURFACE OR PENDANT MOUNTED LUMINAIRE CONNECTED TO RECEPTACLE CONFIGURATION Lai COMBINATION ADJUSTABLE FREQUENCY DRIVE WITH SAFETY EMERGENCY/LIFE SAFETY CIRCUIT OR WITH INTEGRAL Tigard, Oregon 97223 DISCONNECT SWITCH EMERGENCY BATTERY CONNECTED TO UNSWITCHED CIRCUIT LX-XXR = NEMA CONFIGURATION TWIST-LOCK GFCI GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE 1 SURFACE OR PENDANT MOUNTED STRIPLIGHT X-XXR = NEMA CONFIGURATION STRAIGHT BLADE GFI GROUND FAULT INTERRUPTER COMBINATION MOTOR STARTER/FUSED DISCONNECT SWITCH RECEPTACLE P = PENDANT MOUNT WITH CORD GRIPS. VERIFY GFP GROUND FAULT PROTECTION WALL MOUNTED 12"WIDE LUMINAIRE PENDANT LENGTH FIRE SMOKE DAMPER Iy U yl X = COORDINATE RECEPTACLE CONFIGURATION WITH EQUIPMENT BEING SUPPLIED HT HEIGHT ClED SMOKE DAMPER I • WALL MOUNTED 12"WIDE LUMINAIRE CONNECTED TO ID IDENTIFICATION EMERGENCY/LIFE SAFETY CIRCUIT OR WITH INTEGRAL El CEILING MOUNTED OCCUPANCY SENSOR EMERGENCY BATTERY CONNECTED TO UNSWITCHED CIRCUIT P = PASSIVE INFRARED IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS EP HEAVY DUTY FUSED DISCONNECT SWITCH D = DUAL TECHNOLOGY i= 0 1I WALL MOUNTED 6" WIDE LUMINAIRE U = ULTRASONIC, 360 DEG RANGE H = ULTRASONIC, HALLWAY PATTERN 10 ISOLATED GROUND v(LOWERCASE) = VACANCY CONTROL DESIGNATION O CEILING MOUNTED JUNCTION BOX 4. , • �, WALL MOUNTED 6"WIDE LUMINAIRE CONNECTED TO 05 U IN INCH, INCHES EMERGENCY/LIFE SAFETY CIRCUIT OR WITH INTEGRAL WALL MOUNTED OCCUPANCY SENSOR FLOOR MOUNTED JUNCTION BOX EMERGENCY BATTERY CONNECTED TO UNSW1TCHED CIRCUIT P - PASSIVE INFRARED KV KILOVOLT J D = DUAL TECHNOLOGY 4 WALL MOUNTED LUMINAIRE v (LOWERCASE) =VACANCY CONTROL DESIGNATION " SHEET INDEX ' KVA KILOVOLT AMPERES WALL MOUNTED JUNCTION BOX SHEET TITLE: 0 zss WALL MOUNTED OCCUPANCY SENSOR/SWITCH SYMBOLS LIST & g KW KILOWATT WALL MOUNTED LUMINAIRE CONNECTED TO EMERGENCY/LIFE S = PASSIVE INFRARED WITH INTEGRAL"OFF" SWITCH E0.1 SYMBOLS LIST AND GENERAL NOTES ELECTRICAL z MOTOR CONNECTION SAFETY CIRCUIT OR WITH INTEGRAL EMERGENCY BATTERY a CONNECTED TO UNSWITCHED CIRCUIT T= DUAL RELAY PASSIVE INFRARED WITH TWO INTEGRAL E0.2 SCHEDULES- ELECTRICAL GENERAL NOTES 0 LED LIGHT EMITTING DIODE "OFF" SWITCHES NON-FUSED DISCONNECT SWITCH D( PASSIVE INFRARED WITH INTEGRAL DIMMER TO OFF. E2.1 FIRST FLOOR PLAN LIGHTING ELECTRICAL LFMC LIQUIDTIGHT FLEXIBLE METAL CONDUIT ❑� v LOWERCASE =VACANCY CONTROL DESIGNATION Miscellaneous E3.1 FIRST FLOOR PLAN - POWER m LV LOW VOLTAGE El TRANSFORMER #10 IE.((((t 1 t 1(((g MULTIPLE CHANNEL SURFACE METAL RECEPTACLE RACEWAY E, BRANCH CIRCUIT WIRING. ARROW INDICATES HOME RUN TO WITH LOW VOLTAGE DIVIDERS, LENGTH AND RECEPTACLES AS E5.1 SINGLE LINE DIAGRAMS - ELECTRICAL MCA MINIMUM CIRCUIT AMPS fi PANEL WITH CIRCUITS AS NOTED. WIRE SIZE IS#12 AWG INDICATED B-27,29,31. MINIMUM UNLESS NOTED OTHERWISE. SHORT TICK MARKS E6.1 PANEL SCHEDULES - ELECTRICAL W MGC MOTOR CONTROL CENTER General INDICATE PHASE CONDUCTORS. LONG TICK MARKS INDICATE ED PHOTO ELECTRIC SWITCH DRAWN BY: KJ 2 NEUTRAL CONDUCTORS. A SINGLE CURVED TICK MARK D = CONTINUOUS DIMMING PHOTOCELL E7.1 DETAILS - ELECTRICAL DATE ISSUED: 4.15.2020 MIN MINIMUM INDICATES INSULATED GREEN GROUND CONDUCTOR. SECOND S = SWITCHED PHOTOCELL N —X—X— DEMOLISH CURVED TICK MARK INDICATES "ISOLATED GROUND" (GREEN REVIEW SET 05.01.20 MISC MISCELLANEOUS INSULATION WITH YELLOW STRIPE) CONDUCTOR. PERMIT SET 05.01.20 c',, EXISTING WORK CONSTRUCTION SET XXXXXX 0 MOCP MAXIMUM OVERCURRENT PROTECTION G BRANCH PANEL a x c, Fr,a. MT, MTD MOUNT, MOUNTED NEW WORK K1 a CIRCUIT BREAKER A m CO E0 � f 1 � SHEET: I■ ,„. .. 1®# part �-� {I1$ perm LRS Architects.Inc.®2020 U {� l �' + [�ti's 0 z 0 FILE: E01 SYMBOLS LIST AND GENERAL NOTES — ELECTRICAL.DWG — E0.1 I EDIT: 5/6/2020 4:23 PM BY RAYMONDC I PLOT: 5/8/2020 1: 27 PM BY RAYMOND CAMPOS LnS LUMINAIRE SCHEDULE ARCHITECTS 720 NW Davis 503.221.1121 L! UL/IP DRIVER/ INPUT Suite 300 503 221.2077 D TYPE DESCRIPTION HOUSING SHIELDING MOUNTING FINISH RATING POWER SUPPLY LIGHT SOURCE WATTS MFG/CATALOG # NOTES Portland OR 97209 www.lrsarchiteds.corrt A 2X4 LED FLAT PANEL STEEL BACKING COVER RECESSED WHITE 3500K, LED 50 TOPAZ F-L24/50/835/D/HE2 SERIES B 2X2 LED FLAP PANEL SAME AS TYPE A EXCEPT 2X2 AND 3000 LUMENS X EXIT SIGN EXTRUDED BRUSHED ALUMINUM RECESSED ALUMINUM LED 5 LITHONIA EDGR SERIES PROVIDE EMERGENCY BATTERY FINISH . �. P:. R OFs ��,�S��GfNE�� NOTES: 6559• *11:0; ► 1 THIS LUMINAIRE SCHEDULE IS NOT COMPLETE WITHOUT A COPY OF THE PROJECT MANUAL CONTAINING THE ELECTRICAL SPECIFICATIONS. _ 2 DIMMING CONTROL PROTOCOL (0-10VDC, LINE VOLTAGE, DALI, ETC.) COMPATIBLE WITH LIGHTING CONTROL SYSTEM AS SPECIFIED AND SHOWN ON DRAWINGS. `/ -3 COORDINATE ALL CEILING TYPES WITH LUMINAIRE LOCATIONS PRIOR TO ORDERING LUMINAIRES. COORDINATE INSTALLATION WITH REFLECTED CEILING PLAN. '��N�6 2 ��4 SPECIFIED MANUFACTURERS ARE APPROVED TO SUBMIT BID. INCLUSION DOES NOT RELIEVE MANUFACTURER FROM SUPPLYING PRODUCT AS DESCRIBED. ��H7 PVO5 PROVIDE SUBMITTALS THAT INCLUDE THE LUMINAIRE, LAMP AND DRIVER/BALLAST INFORMATION OF EACH LUMINAIRE, WITH APPLICABLE OPTIONS CLEARLY CHECKED OR HIGHLIGHTED. SUBMITTALS NOT INCLUDING THIS INFORMATION WILL BE RETURNED AS REJECTED BY THE ENGINEER OF RECORD. I EXPIRES: 121/2 CONSULTANT: 0 INTERFAC E N GT I N E E RA I N EG PROJECT 2020-0157 iONTACT Nolan Murray 100 SW Main Street, Suite 1600 Portland,OR 97204 TEL 503.382.2266 www.interfaceengineering.com PROJECT NUMBER: 220104 State of Oregon - Employment Department T.I. Park 217 Business Center 11950 SW Garden Place Suite 100 Tigard, Oregon 97223 SHEET TITLE: m - SCHEDULES w ELECTRICAL w Lo L. w U Q `3 t DRAWN BY: KJ g DATE ISSUED: 4.30.2020 a REVIEW SET 05.01.20 a 5 PERMIT SET 05.08.20 0 H UCONSTRUCTION SET XXXX.XX N O 0 x 0 a 2- 0 n 2, m f cnSHEET: E0. 2 EReference only LRS Architects,Inc.©2020 z Not part of this permit 0 ci g FILE: E02 SCHEDULES - ELECTRICAL.DWG - E0.2 I EDIT: 5/6/2020 4:23 PM BY RAYMONDC I PLOT: 5/8/2020 1:27 PM BY RAYMOND CAMPOS 0 SHEET KEYNOTES LlimwS CEILING OC SENSOR 1 REPLACE PARABOLIC LENS WITH ACRYLIC LENS FOR ARCHITECTS -© -POWER K LOCATIONS SHOWN. 720 NW Davis 503.221.1121 I! 2 PROVIDE 1500VA WALL MOUNTED MODULAR EMERGENCY Suite 300 503 2212077 D INVERTER. SINGLE PHASE INPUT/OUTPUT. PROVIDE TWO 20A OUTPUT BREAKERS (INV-1,2 CIRCUITS). IOTA IISM Portland OR 97209 www.irsarchitects.corn CEILING PHOTO CELL SERIES. PROVIDE UL 924 RELAY FOR EACH SPACE SERVED. POW R PACK 111 Krc�ED P R OFESS `5 �G 1 N E. 'o LOCAL SWITCH ct 65591 l' OAP h I ga •li• r7 GNE6,2a. ,\49 441 T. PH\3O 2 LOCAL DIMMING DAYLIGHTING CONTROL IEXPIRES: 12/31/20 I ,4, NO SCALE S - CONSULTANT: 2 E2.1 n • / • , INTERFACE • * ENGINEERING PROJECT 2020-0157 r-- Y�, IIF = _ L I [ +4_ �� I I I I I / r r = K-36. 0 I I g I `�' 1 CONTACT Nolan Murray �1 t= _ Ng, X... 1.?. j , ',�' 'k I ® 1 - 'A _I ®, ® 1 •A, _ I O __• • ___ M t,,iW1 ._.. ii I1 T ° r`� ', D ., ,' �, Portland,OR 972D4 II D ' f- J J =-I) ' ® j TEL 503.382.22bb �� I '�f 1=� ® c� r 1-I 1 - .� - I I�- II- -� 1L �, 1 II- l' ) D S - - - - - rt r K-41. I 41. fl K-41. www.interfaceengineering.eom L -I l I D 1 r- II : 1 I! D I . - . II .1 I 1 p K-35 S K- K-35. I 35.I Ti : I:35. IN2° I • 0MFRS ° E - I' fo _ (..�-� ::.L r :ice - _1 �- _ .i , ,. ull L - -1r- -17 I�- r- K--2 II w�� , I II -°�- 1 i a 0- - �I G - 11 r - II® r -ll r• - - 1 r - -6 - - -II - •-t41 ril tr.. ~, E3'""� I P- - ib 0 L K_41. II II II II I. NV_, I J I Ram~::.'.".. . Eiiii: ;:::II : : ::: .. ....»...� ,�, 35. - V-1 11 I K-35 I I' /1 NV-f I 1113 I _ • K-35. V � � � � ® r �1 � I�� I f I o 1 � L - ;cn I rim a;s• , . I � .,r... .. :n ��. I "� � ,, Jr- _I J I :w- :;..• ;:.:; ::.,.. ........ ».. ids _ f ,� FS / r I Ir 1 Ir 1 1 , Ir 1 Ir. Ir ' In, II ._i- O , zr;,;„.:''----.I.• ..._-a» ...�+' '�-�'r Did , . '� ‘' JLC L •_, i �1_ * L I 11 I I 07 S II si I ►i 0 li 1e1 I�•' JS K - (�3 . l- K-35. - �=l 3 - 35 1mni 7 . ,e -r 7 K_35. O 0 0 0 O ° in II O (E1 IN -2 y PI� K-35. _ _.1 1 1 L AI II L lE -I II �) �� i-- BATTERY INVERTS 'A' '� 'q' >C Art CGNFE�EN;E -I ®,q L - J II L II - --I II f --_ _ IvvH. JT'1 Y / � .__11_ ! '1� LIOs _ _L -_I J - - Jr - - 1 = = - II -. L J ® O I „.. . .v- ...ss its �� RIF ^� r �I D `Ir IA' �� I 64... : :,e�r:''ses..- .. li l • 'tiTcl .� ,� . 1 lK 35I 1 K-35. t- - 35. I - K-35. ;l - - IK_gg, K35 r- `(t! (-41. '. ---p i lAi•;IA ER' OPT=E IIS II - PANE_'K' "� • 1 II I II II r I �- A j6x- '� - J IiA: q I MA - �`k Ur t ILt �•--, FS _ 114 = 5 ` • I -,X' - - NV-1. 4IRI . -/ ',' - 0- H rL1� IF FIiI �� 1 I - 6 K-35 K-35. ® ® NV-1. © le(-38. ® K-35. K-37. ® INV-1 ® K-37. K-37. 6.3! :• .` , 1 ® K.41 @ _ 'a I K-41 A-.• INV-2 LY- -I J K-41. I -4 -I PROJECT NUMBER: 220104 _ 1 .--.-r-'' �� N . CPT SCI _ L. - �1 I 1- - ) , ' - - I' _�S _ Lin , m,-;DT „D K4 . D ��_ - _ - _ '�RR State of Oregon II 1 - I I11- - J I. -I Employment ,:m ill'E44-----:- . ® ril ni I S 17 f . ® ® ® ; KK-411 0 1/ ED K-41. ®s r ,., _ 1- �,,1 � ,., , Department T.I.® ® 1 K-3 . K-37. K-37. K-37K-37. K-3 . K-37. K-37. K-37. K-37 K•37 I - - - r - - - - I1rr- r - 11_ - J- 4 - _II I E -1 ; Park 297 Business Center TJA. x.,, , ,.• '" I -INV2 I - �,� I r �1r K II- } 1 -1 1( 1 K4 ® I 1NV-1. I nI Iji. 1- 1 K J 1 If14 ll- INV . 1 1 NV 2.- ■„ R - rn TFV v F V II TEV VIE 1 riv TFR rF I s I /,WAR IE _ I 11950 SW Garden Place , I '' ® 103 D'r� 10� _ �0 10 - X L-- ��t_ L,Ii i A ._" P r- - J I - 1 Suite 100 1,1 K-37. K-37. I iij K-37. A, ® r ® , ® L_ . . OPEN OFF . Tigard, Oregon 97223 II PO FP1ER I - D li_(_37. • K-3 K-37. K-37. CS K37- K-37. K-37. K-37. G37. r �}(_ga K-37. K-39 I I PIM I K-39 I � K�1. I- 1193/11 K-41 ��' K-41 F •••� / u' I 1 JL L I I _IL I L I I i ---0 rr I` A - it,. , f r,, - - ,.r �� ' r,r �.r ' '•' ' , , 1 -. eq• mi ,q, -ln rr-t d J,,rh - 1 r.r _ r •.r 'i r.r ' , � '�;®iXI x �I i _ I ' I I J_ I I 1, a�KK-37. .iMEI ® El i�,,4 .1 n I I I I .. I 11 1 l Ni,V U Nal ® K-.- NV-1. 4 K-37. -41. I � IK-3 C'�T K-37 INV-1, K-37. K-37. INV- ��L� K-39. �- �� JL� ��- -4 • I 1 I I � '• ]0� CO® o INV-1. c� � ® ® o - o © �-�� o NV-2. � ® '�� 's 'e- �/ �P m C.tJD Os 1- - -- L s Li q i , , -7,1- •K r Al NII 16 RUM i I�r II I`- . ---1 f- - _I /l �II TFa t i . ■ 1'1A - .1 B , � I-' 11 I H r -i= _13,.7 � 1 �- ' �_= L�,' = IT- r �• 1'- i = t N I 1 ® I - - - - - I- - 1 I 11 K 39 II- L- F(.41_ I II-, I 41. - K 5, 1 ® ® o ' . ® ® ®�'i _ - I b ® I I 1 i i 1® I I ® I {Fs MI 1 _ _ _ 0 .1- . K-39. K '. K-9. K-S i. K-39. K . (-39. K-39. 'A' r_I� �+ /A. r Ra 7 r7M - - •5 - `: II 1 I irA. 1 11 , I 1 I I l ® • N r U L1 J :� IL - _ i � � - - .-. �11-11-I - 1 �i - L = = 1 f+f+ 1 { J- - = - I • o CM ® K-39 II I - - - - - K_3 '1I '� - -il - K:1. I li - - K-41. ; SHEET TITLE: z .' mi. - _ r _�1 _ - -�_fl. , -11 L.., ,.r _ . .. •• ,� FIRST FLOOR NL NV-1. ® ,(-3• NV. J 1! �C I 1 If J I r II J-- � � � � ' �� - ��L� o -- PLAN - a K-39. - K-41 C 1T s K-39 A• K-3'. ® K-39 tiiiii ® K ®CI , 1K-39. O K-39. ® INV-2 ® K-38. Y�y3' ® INV-2. ® �O K 4f. INV-2. lil LIGHTING 2, .__ 17p }, „_ , . 1. U .) ._ ,1 N 1 ,7-, L. L. N I i- . L. I I DRAWN BY: KJ 9_ 2 2 E2.1 I, DATE ISSUED: 5.1.2020 a E2.1 1 REVIEW SET 05.01.20 PERMIT SET 05.08.20 O t CONSTRUCTION SET XX.XX.XX •2 a *0 1 FIRST FLOOR PLAN - LIGHTING x 0 4' 8' 16' InIiInimmilmlI SCALE: 118"=1'-0" SHEET: E2. 1 0. - LRS Architects,Inc C 2020 Reference only ci i Not part ofthis permit g FILE: E21 FIRST FLOOR PLAN - LIGHTING.DWG - E2.1 I EDIT: 5/8/2020 1:21 PM BY RAYMONDC I PLOT: 5/8/2020 1:27 PM BY RAYMOND CAMPOS LE=rS ARCHITECTS 0 SHEET KEYNOTES 720 NW Davis 503.221.1121 IR 1 COORDINATE MOUNTING HEIGHTS OF MICROWAVES Suite 300 503 221.2077 0 PRIOR TO FINAL ROUGH-IN. Portland OR 97209 www.Irsarchitects.com 5GIN 00 P R ope6,si �c6 �- E•.py (E) HOUSE PANEL AND 65590 i'- r METER ipl ,:• . ,,,,i (E)TELEPHONE TERMINAL BOARD ©' ti 'NE'6,'2•C ‘.,, C° ‘.C° ..14'/-i T. PH°Li 40°11' ' I EXPIRES: 12/31/20 I (E) FACP (E)MDP-'" \ (E)SDP-4 (E)ATS (E)SDP-3 '1/4. CONSULTANT: X71 . o Ni 0INTERFACE E N G I N E E R I N G Q1DT (E) _ CE) ,� �, ,� ,� i� I PROJECT � 0157 Q�}(E) (E)� CONTACT Nolan Murray so• t�ovU(E) ANITOR �� " 100 SW Main Street,Suite 1600 I J-19. II 2-1 _ II 119 26. �� (E)PANEL L' "�. Q Portland,0382 204 II _ T�� --11 � t� _ �� 1 _-��: M❑THEP,�' r (E)PANEL NTEL 266 I II H 18, 0 1- 1 IL I II- I II II_ I IL I II" I 11- 1 I I - f L ' (E)PANEL'M' www.interfaceengineering.com (E) I II L - I 1 LSI L �1 7 LSI II LSI 7 LSI LII � � �' III - - - _ �° IL H-22,24. I I I! I II L _ _ II G-1,3. I IIIIII11 / V �(E}AC-52-rc. L - - L - _ - -{ L _ - L L _ _ 0411 I MEN'S -1�I - I II 11 �1 - L 118 _SI ' K-12. R1 L J ON ROOF I I I L - - - -J1- - - - � - - - - Pp = = r = = -_ JL - - -I� - - _ J I �II - � �� I_ � I K,2 L L _ � r- - - - - - = = = ter - - - ---Ir- r - --I T H 4, _ L I I 1 �,�7i.I.L G . I - - �I - - �I -�111 CPTo -II1II 11II 1 ® _ ` . er - 1�I 1 r �I I G--5-0. I G-1�1 II 1 r -11 1 �I 1 r ( .� 1° ,- ::,I �. �. Kl,z 's J-19R1 J J J J J J A ?! 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ON ROo t �i l - - - A u J �� - - JJ ll- - J - �� A (E) Ri (E) R1 � � �� I II♦- - 1 Ir-` (E) (E) _ -� - � - PT -MANAGER OFFICE I 11 I II I II (E)SDP-1 G-16,18. p r" - J 1- - -1 n n r- - J Il- - ---1 11 p - J IH - - 17 -1 MANAGER OFFICE - MANAGER OFFICE - ' _ (E)PANEL r- -I LL_ _- JL_-_i- - JJ LL _.l ..._. -- ._._ JL__J- - J� LL _QUA_ - L--J- in ` Jl29 114 115 J29 i� (E)PANEL'J' -I OMP-1 R1 -I gL-JIT- �� -1L _ I oN ROOFI I I I I IIRi _ r-COPIER - J I I L - 4PROJECT NUMBER: 220104 CI J-17. R1 I G L - 1 = 1 L - G-12,14. I 1 r:_,,,,, J-17. R1 R1 J-15. 1 I R1 I I R' IRE E l'u - J_29. J d 9tp - SER �r X = �' 41:42-29.__ --L-,. II- _s - -_ - JC - -_ - �_ JIStateofOregon - J-15. L J (E) R' J-,4. R' J-12. R1 J-10 R7 J-8. J R, 2-1" C. G 35,37. �I r COMPUTER G-35,37. G 6,8. 4G-6,8. Lk - I II I 1- - -d Employment r� R1J13 _�►► 1' to J'40 ST❑RAd9 R❑�8 = _ - - �� _ - _ i� _ PP - �r - - - 1 1j1 1 Department T.I. 9R1 al E) R1 R, _ - - r - - - - - 11 r J 11 L fl p J-5. Jam. II 4I 41 - 4I II -1) �JI L �_ _ dir---r = - L J'I ((E)AC4)J5. J9II r 11 11 II II 11 11 1 I � � � � � ON ROOF R' J-,1 J-13.0 R1 0J-15. +J-27- - II I r 11 r -Ii r -II Il r �I J r �11 - J I II I L - - L J Park 217 Business Center R' I '' ' Ir 1 Ir I IF 1 II Ir 1 Ir 1 II I II 1 J-9. COMPUTER LAB _ INTERNI EW INTERNI-W INTERNI aW INTERVIEW - - -242 r I II �II� r r G_32a4 I II 10_2;a-0 L -t4-32:r. 11950 SW Garden Place R' G-20,22crIIIP - 'G-20,22= 26. 64022- G- 2�. 8 3� G 30. Sulfe 100 J-11. J-11. _ J-11. J-11. � . I- Tigard, Oregon 97223 L �J-g ,L_Ji R1 R1 R1 R1 R I 21.; pPIER s r'sfir? V I (E) R, J-16. J-18. J-20. R1J-22. iU L_ R, R1 R � J9 . " rr„!-- I- _IL HF ILIN I I I I 1r I 7r 7r H-14,16. JL A JL JC IL I 1 1 I kir 1 � �� -��- � k �� _IL kJLA 1 , 1 I , 1 I I I I r r R, TRAINING Roam (11 CPT 1 1 1 1 1 I J5. 1)t H-10,12. L_JL� L-iL� L-Ji_ �JL_ r--- L� �JL� R, R, R, J- I r - - - r _ _ p p OPEN OFFICE ��p ' E) RTU-) J 3.X -3. J-,. TRAIN�� ROOM Ri J 1- - 122 (E) TRAINING ROOM 101A LVT II 1- - T 1 ON ROOF 101E1I I I I Iff_ 1r-- --1T 71 r- -T-- I-II-- r' -�- IL I II 1_ J I 1- 7 I IL 1 IC --1 I 21,23. h7 I II_ 7 I IC _1 H 13,.f5. 11 L_-_-ILJ 7G-36,30. IL 1 III I LSI LSI LSI LII L4I 11 L4I L _ f L L _ 4 I 1 H-I 7,1 6. G-40,42. I II IIH ,11 I L _ L _ -II I L - - �1 - - �1 � - �I 11 - 1 L - - � J-3. fll- WAITING ROOM/ INF❑/GREETER I- - - - JI- - - - JL - - - pp L - - - JL -_ - -_ JL - pp JI- - - - J ' !RI � A 100 r - - - 7r- - - - -�I- - - - I- - - - fir- - fir- - - 77 - - - 7 1 - - 4 r - - 4 - - -I - - 4 I I I I- r - �1 - - -I SHEET TITLE: R' i LVT- CPT I I II I II I 1 f I II II I I II I I 1 J7 I J r11 r11 riI I r11 r -I1 J r11 II J r71 i ri FIRST FLOOR LVT LVT r I Ir 1 Ir 1 II r I Ir I Ir I II Ir I Ir 1 I f PLAN - a J-3. R, L JL JL J JL JL_ J L JL J 0 CPT {- -1.R® O J-3. YAR11 RI iIiJ-1. J 118!-7. POWER ixR� J VV LT 1 Ali W , NV iDRAWN BY: KJ W Q (TYP FOR ALL'R1' RECEPTACLES) DATE ISSUED: 5.7.2020 2 REVIEW SET 05.01.20 N NO o PERMIT SET 05.08.20 O CONSTRUCTION SET XX.XX.XX a. *. 1 FIRST FLOOR PLAN - POWER x 0 4' 8' 16' - 2 SCALE: 118"=1'-0" SHEET: E3■ 1..N. " LRS Architects,Inc.®2020 z Reference onlyz 0 * Not part of this permit FILE: E31 FIRST FLOOR PLAN - POWER.DWG - E3.1 I EDIT: 5/8/2020 1:21 PM BY RAYMONDC I PLOT: 5/8/2020 1:27 PM BY RAYMOND CAMPOS O DETAIL KEYNOTES LnS RTU-2 1 E-MON D-MON CLASS 3200 SMART METER WITH RS-485 COMMUNICATION. • PROVIDE 120/208V 3-PHASE METER. COMPATIBLE WITH E-MON ENERGY ARCHITECTS SOFTWARE VIA EZ7 PROTOCOL FOR AUTOMATIC METER READING. 720 NW Davis 503.221.1121 E! Suite 300 503 221.2077 0 2 PROVIDE E-MON D-MON INTERVAL DATA RECORDER FOR UP TO 8 METERS. 0 " PROVIDE EZ7 COMMUNICATION PROTOCOL. Portland OR 97209 www.irsarchitects.com 3 PROVIDE 3-CONDUCTOR COMMUNICATION CABLE #18 TO #22 AWG FROM IDR 3000 TO MODEM AND 6-CONDUCTOR #26 AWG STRANDED SILVER SATIN FROM IDR OTO METER. ..`,3 GINE-P R OFcssi 4 PROVIDE CONNECTIVITY FOR OFF SITE MONITORING. PROVIDE E-MON �,� GINE- O� D-MON SOFTWARE FOR OFF SITE MONITORING. c �' 6559S 'Pray we:--_+ „% PANEL L ..„•0 ✓SNE6,2() \..\0�'VH 7. P\''V° RTU-6 RTU-9 RTU-4 {E) EXPIRES: 12/31/20 GENERATOR 0 • PANEL PANEL (REMOVED FROM SITE) N M F ICONSULTANT: =, (E) (E) 0 ENTIERFRAI NE G L —i i. (E) 13000 3000 _ PROJECT 2020-0157 CONTACT Nolan Murray T l (E ) I O O 100 SW Main Street,Suite 1600 Portland,OR 97204 TEL 503.382.2266 www.interfaceengineering.com (E) STANDBY AUTOMATIC [ (E) ) rET1 [ (E) ) ( (E) J [ (E) TRANSFER SWITCH 208V, 3 POLE AVAILABLE FAULT CURRENT: A I— — — — I PANEL PANEL PANEL PANEL D C B A I ') 1 r 400A ) 70A ) 80A ) 70A / 100A ) 100A (E) (E) (E) (E) I 1 3P I 3P I 3P I 3P I 3P I 3P L _ 600 AMP BUS ® s (E) ' SUB-DISTRIBUTION SWITCHBOARD SDP-3 208Y/120 VOLT, 3 PHASE, 4 WIRE PANEL AVAILABLE FAULT CURRENT: A SDP-2 (E) PROJECT NUMBER: 220104 State of Oregon PANEL PANEL PANEL PANEL RTU-12 RTU-7 RTU-15 RTU-SERVER RTU-1 RTU-SERVER RTU-3 K J H G • PANEL Employment HOUSE Department T.I. 1--1 li (E) (E) (E) (E) (E) Park 217 Business Center 11950 SW Garden Place ® ® 3000 o I3°°° Suite 100 PANEL 0 0 Tigard, Oregon 97223 SDP-1 (E) 11, (E) (E) FE) ) (EL E-7 [TEll FEY-) 17E7) 0 — — 3000 I- 1 4 I 0 7 I IDR I „ ..) O (E) (E) (-(E) C (E) 150A 150A 150A 30A 150A ) 150A 150A ) 175A I 3P I 3P 1 3P I 3P I 3P I 3P I 3P I 3P (E) MAIN DISTRIBUTION PANEL (MDP) — 1200 AMP BUS — — a SHEET TITLE: t CURRENT 1 1 SUB-DISTRIBUTION SWITCHBOARD SDP-4 Lu J TRANSF. SINGLE LINE Lu (E) POWER CABINET i• r 208Y112Q VOLT, 3 PHASE, 4 WIRE COMPANY TRANSFORMER " AVAILABLE FAULT CURRENT: A Q > 400AS 400AS 600AS 1200A DIAGRAMS - ELECTRICAL w r 400AF 400AF 400AF 3P z zz7 TERMINAL •NEUT. T k<=°w:.p.i0.a-.7 : 1 CABINET 0 BUS • ♦ w W DRAWN BY: KJ 0 U DATE ISSUED: 4.23.2020 L C (E) ) (E)GROUND SYSTEM A / REVIEW SET 05.01.20 (E) /0 PERMIT SET 05.08.20 BARE — CONSTRUCTION SET XX.XX.XX a COPPER TO K TELEPHONE 0 TERMINAL M BOARD 1. (U E SHEET: E511 E 0 o LRS Architects,irc,©2020 :'lr# only z F ,g.0 .1 . -this mit g FILE: E51 SINGLE LINE DIAGRAMS - ELECTRICAL.DWG - E5.1 I EDIT: 5/1/2020 11:55 AM BY RAYMONDC I PLOT: 5/8/2020 1:27 PM BY RAYMOND CAMPOS 2020-0157 2020-0157 (E)Panel 'G' 120/208V, 3 Ph., 4 W.; 225A Bus with Main Lug Only Surface Mounted Panelboard with an Available ,(E)Panel 'H' 1201208V, 3 Ph., 4 W.; 225A Bus with Main Lug Only Surface Mounted Panelboard with an Available MECHANICAL EQUIPMENT CONNECTION SCHEDULE Fault Current of 10834A RMSFault Current of 10652A RMS LFS Ckt. Load C.B. C.B. Load Ckt. Ckt. Load C.B. C.B. Load Ckt. VOLTS 1 WIRE 1 ARCHITECTS No. Description 1 Location (VA)IType A/Pole Note Ph Note A/Pole (VA)IT�pe Description 1 Location No. No. Description/Location (VA)IType A/Pole Note Ph. Note A/Pole (VA)IType Description/Location No. ITEM DESCRIPTION LOCATION PHASE LOAD MCA MOCP CONDUIT CIRCUIT NOTES 720 NW Davis 503.221.11211 1 FURNITURE 1,000 R 20/1 A 20/1 EXISTING LOAD 2 1 SPARE 20/1 A 20/1 SPARE 2 COMP-1 FAN COIL COMPUTER LAB 208/1 1 15 202 CU-1 (J-31,33.) 1 3 FURNITURE 1,000 R 20/1 B 20/1 EXISTING LOAD 4 3 SPARE 20/1 B 20/1 SPARE 4 CU-1 CONDENSING UNIT ROOF 208/1 17.1 20 202 J-31,33. Suite 300 503 221.2077 5 FURNITURE 1,000 R 20/1 C 20/1 1,000 R FURNITURE 6 5 SPARE 20/1 C 20/1 SPARE 6 Portland OR 97209 www.Irsarchitects.com 7 EXISTING LOAD 20/1 A 20/1 1,000 R FURNITURE 8 7 EXISTING LOAD 20/1 A 2011 EXISTING LOAD 8 9 FURNITURE 1,000 R 20/1 B 20/1 EXISTING LOAD 10 9 FURNITURE 1,000 R 20/1 B 20/1 1,000 R FURNITURE 10 GENERAL MECHANICAL EQUIPMENT CONNECTION SCHEDULE NOTES 11 FURNITURE 1,000 R 20/1 C 20/1 1,000 R FURNITURE 12 11 FURNITURE 1,000 R 20/1 C 20/1 1,000 R FURNITURE 12 A THE ABOVE INFORMATION IS FOR A SPECIFIC MANUFACTURER. ACTUAL MANUFACTURER FOR EQUIPMENT MAY BE 13 FURNITURE 1,000 R 20/1 A 20/1 1,000 R FURNITURE 14 13 FURNITURE 1,000 R 20/1 A 20/1 1,000 R FURNITURE 14 DIFFERENT. COORDINATE WITH MECHANICAL EQUIPMENT SUBMITTALS FOR LOADS AND OVER CURRENT PROTECTION 15 FURNITURE 1,000 R 20/1 B 20/1 1,000 R FURNITURE 16 15 FURNITURE 1,000 R 20/1 B 20/1 1,000 R FURNITURE 16 REQUIREMENTS PRIOR TO INSTALLATION OF WIRING. �0 PRO 17 FURNITURE 1,000 R 20/1 C 20/1 1,000 R FURNITURE 18 17 FURNITURE 1,000 R 20/1 C 20/1 1,000 R FURNITURE BASE FEED 18 �'\ FSr S 19 FURNITURE 1,0001 R 20/1 A 20/1 1,000 R FURNITURE 20 19 FURNITURE 1,000 R 20/1 A 20/1 1,000 R FURNITURE BASE FEED 20 B. MOCP = MAXIMUM OVER CURRENT PROTECTION CDS �c't NFC` ��y 21 FURNITURE 1,000 R 20/1 B 20/1 1,000 R FURNITURE 22 21 FURNITURE 1,000 R 20/1 B 20/1 1,000 R FURNITURE BASE FEED 22 c 65590 'P*kW23 FURNITURE 1,000 R 2011 C 20/1 1,000 R FURNITURE 24 23 FURNITURE 1,000 R 20/1 C 20/1 1,000 R FURNITURE BASE FEED 24 MCA = MINIMUM CIRCUIT AMPACITY I 25 FURNITURE 1,000 R 20/1 A 20/1 1,000 R FURNITURE 26 25 SPARE 20/1 A 20/1 SPARE 26 C. PROVIDE DISCONNECTING MEANS FOR EACH ITEM OF EQUIPMENT LISTED IN THE SCHEDULE ABOVE, EXCEPT AS I c. ,i 27 FURNITURE 1,000 R 20/1 1 B 20/1 1,000. R FURNITURE 28 27 SPARE 20/1 B 20/1 SPARE 28 SPECIFICALLY NOTED OTHERWISE IN SCHEDULE NOTES, BELOW. ��yvGNE6 20�cb�a� 29 FURNITURE 1,000 R 20/1 1 C 20/1 1,0001R FURNITURE 30 29 SPARE 20/1 C 20/1 SPARE 30 31 FURNITURE 1,000 R 20/1 A 20/1 1,000 R FURNITURE 32 31 SPARE 20/1 A 20/1 SPARE 32 CNH T. PHv� 33 FURNITURE 1,000 R _ 20/1 B 20/1 1,000 R FURNITURE 34 33 SPARE 20/1 B 20/1 SPARE 34 MECHANICAL EQUIPMENT CONNECTION SCHEDULE NOTES EXPIRES: 12/31/20 I 35 FURNITURE 1,000 R 20/1 C 20/1 1,000 R FURNITURE 36 35 SPARE 20/1 C 20/1 EXISTING LOAD 36 1 INDOOR UNIT FED FROM OUTDOOR UNIT. PROVIDE ALL WIRING NECESSARY FOR A COMPLETE AND OPERATIONAL SYSTEM. 37 FURNITURE 1,000 R 20/1 A 20/1 1,000 R FURNITURE 38 37 EXISTING LOAD 20/1 A 20/1 EXISTING LOAD 38 39 EXISTING LOAD 30/2 B 20/1 1,000 R FURNITURE 40 39 EXISTING LOAD 20/1 B 20/1 EXISTING LOAD 40 41 --- - C 20/1 1,000 R FURNITURE 42 41 EXISTING LOAD 20/1 C 20/1 EXISTING LOAD 42 Total Connected Load: Ph. A 16,000 VA 133 Amps Panel Connected Load: 36.0 KVA 99.9 Amps Total Connected Load: Ph. A 4,000 VA 33 Amps Panel Connected Load: 16.0 KVA 44.4 Amps CONSULTANT: WIRE / CONDUIT SCHEDULE Total Connected Load: Ph. B 17,000 VA 142 Amps Sub-Fed Connected Load: 16.0 KVA 44.4 Amps Total Connected Load: Ph. B 6,000 VA 50 Amps Sub-Fed Connected Load: 0.0 KVA 0.0 Amps Total Connected Load: Ph. C 19,000 VA 158 Amps Total Demand Load: 31.0 KVA 86.0 Amps Total Connected Load: Ph. C 6,000 VA 50 Amps Total Demand Load: Refer to Panel'G' 202 2 #12 CU, 1 #12 CU GND., IN 314" C. 0 INTERFACE Notes: Accessories: Notes: Accessories: ENGINEERING I. PROVIDE NEW 20A, SINGLE POLE BREAKER Provide Feed-Thru Lugs 1. Provide Feed-Thru Lugs PROJECT 2020-0157 2. CONTACT Nolan Murray 3. 3 100 SW Main Street,Suite 1600 4. 4 Portland,OR 97204 5. 5. iEL 503.382.2266 www.interfaceengineering.com 2020-0157 2020-0157 (E)Panel 'J' 120/208V, 3 Ph., 4 W.; 225A Bus with Main Lug Only Surface Mounted Panelboard with an Available (E)Panel 'K' 120/208V, 3 Ph., 4 W.; 225A Bus with Main Lug Only Surface Mounted Panelboard with an Available Fault Current of 10834A RMS Fault Current of 10652A RMS Ckt. Load C.B. C.B. Load Ckt. Ckt. Load C.B. C.B. Load Ckt. No. Description/Location (VA)IType A/Pole Note Ph. Note A/Pole (VA)IType Description/Location No. No. Description/Location (VA)IType A/Pole Note Ph. Note A/Pole (VA)IType Description/Location No 1 R-TRAINING ROOM 1 1,080 R 20/1 A 20/1 EXISTING LOAD 2 1 EXISTING LOAD 20/1 A 20/1 EXISTING LOAD 2 3 R-TRAINING ROOM 2 900 R 20/1 B 20/1 360 R R-IT ROOM 4 3 BREAK MICROWAVE 1,000 G 20/1 1 B 20/1 EXISTING LOAD 4 5 R-TRAINING ROOM 3 900 R 2011 C 20/1 EXISTING LOAD 6 5 BREAK MICROWAVE 1,000 G 20/1 1 C 20/1 EXISTING LOAD 6 7 R-WAITING ROOM/OPEN OFFICE B 900 R 20/1 A 20/1 1,920 R R-COMPUTER STATION 8 7 BREAK REFRIGERATOR 1,000 G 20/1 1 A 1 20/1 750 G UC REFRIGERATOR 8 9 R-COMPUTER LAB 900 R 20/1 B 20/1 1,920 R R-COMPUTER STATION 10 9 EXISTING LOAD 20/1 B 1 20/1 1,000 G BREAK DISHWASHER 10 11 R-INTERVIEWS 900 R 20/1 C 20/1 1,920 R R-COMPUTER STATION 12 11 EXISTING LOAD 20/1 C 20/1 1,080 R R-BREAK ROOM 12 13 R-CONFERENCE 2 900 R 20/1 A 20/1 1,920 R R-COMPUTER STATION 14 13 EXISTING LOAD 20/1 A 20/1 SPARE 14 15 R-STORAGE 540 R 20/1 B 20/1 1,920 R R-COMPUTER STATION 16 15 EXISTING LOAD 20/1 B 20/1 SPARE 16 17 R-MANAGER OFFICE 3 720 R 20/1 C 20/1 1,920 R R-COMPUTER STATION 18 17 EXISTING LOAD 20/1 C 20/1 SPARE 18 19 R-CONFERENCE 1 900 R 20/1 A 20/1 1,920 R R-COMPUTER STATION 20 19 EXISTING LOAD 20/1 A 20/1 EXISTING LOAD 20 21 COPY MACHINE 1.000 G 20/1 B 20/1 1,920 R R-COMPUTER STATION 22 21 EXISTING LOAD 20/1 B 2011 EXISTING LOAD 22 23 COPY MACHINE 1,000 G 20/1 C 20/1 EXISTING LOAD 24 23 EXISTING LOAD 20/1 C 20/1 EXISTING LOAD 24 25 R-IT ROOM 360 R 20/1 A 20/1 360 R R-MOTHERS 26 25 EXISTING LOAD 20/1 A 20/1 EXISTING LOAD 26 27 R-IT ROOM 360 R 20/1 B 20/1 1,000 G COPY MACHINE 28 27 EXISTING LOAD 20/1 B 20/1 EXISTING LOAD 28 29 R-MANAGER OFFICE 1 &2 720 R 20/1 C 20/1 1,000 G COPY MACHINE 30 29 EXISTING LOAD 20/1 C 20/1 EXISTING LOAD 30 31 CU-1 1,415 M 20/2 A 20/1 1,250 L BATTERY INVERTER'INV' 32 31 EXISTING LOAD 20/1 A 20/1 EXISTING LOAD 32 33 --- 1,415 M - B 20/1 SPARE 34 33 EXISTING LOAD 20/1 B 20/1 EXISTING LOAD 34 PROJECT NUMBER: 220104 35 EXISTING LOAD 20/1 C 20/1 SPARE 36 35 LIGHTS 1,950 L 2011 C 20/1 50 L EXIT SIGNS 36 37 EXISTING LOAD 20/1 A 20/1 SPARE 38 37 LIGHTS 1,950 L 20/1 A 20/1 EXISTING LOAD 38 39 EXISTING LOAD 20/1 B 20/1 SPARE 40 39 LIGHTS 1,950 L 20/1 B 20/1 EXISTING LOAD 40 State of Oregon - 41 EXISTING LOAD 20/1 C 20/1 SPARE 42 41 LIGHTS 1,950 L 20/1 C 20/1 SPARE 42 Total Connected Load: Ph. A 16,625 VA 138 Amps Panel Connected Load: 34.2 KVA 95.0 Amps Total Connected Load: Ph.A 3,700 VA 31 Amps Panel Connected Load: 13.7 KVA 35.0 Amps Employment Total Connected Load: Ph, B 16,185 VA 135 Amps Sub-Fed Connected Load: 13.7 KVA 38.0 Amps Total Connected Load: Ph. B 3,950 VA 33 Amps Sub-Fed Connected Load: 0.0 KVA 0.0 Amps Total Connected Load: Ph. C 15,110 VA 126 Amps Total Demand Load: 42.3 KVA 117.4 Amps Total Connected Load: Ph. C 6,030 VA 50 Amps Total Demand Load: Refer to Panel'J' Department T.I. Notes: Accessories: Notes: Accessories: 1. Provide Feed-Thru Lugs 1. PROVIDE GFCI CIRCUIT BREAKER Provide Feed-Thru Lugs 2. 2. Park 217 Business Center 3 3. 11950 SW Garden Place 5. 5_ Suite 100 Tigard, Oregon 97223 SHEET TITLE: a t PANEL w J yw SCHEDULES - w J E EL EC TRI CA L U J w z Q a Co L._ t, m w DRAWN BY: KJ Q u DATE ISSUED: 5.1.2020 LO a REVIEW SET 05.01.20 0 0 PERMIT SET 05.08.20 t CONSTRUCTION SET XX.XX.XX E si o 0 e in A m 2 E a. '61 of er Ofl 1 SHEET: E6. 1 ,_r LRS Architects,Inc,©2020 Z ®t part o-thts permit. 0 FILE: E61 PANEL SCHEDULES - ELECTRICAL.DWG - E61 I EDIT: 5/8/2020 11:42 AM BY NOLANM I PLOT: 5/8/2020 1:27 PM BY RAYMOND CAMPOS PROVIDE PERMANENT IDENTIFICATION OF CONTROLLED OUTLETS COMPLIANT WITH Lim rS FJUNCTION BOX 7 ASHRAE 90.1 REQUIREMENTS GROUNDoi GROUND ARCHITECTS 720 NW Davis 503.221.1121 12 • I I NEUTRAL I NEUTRAL NEUTRAL Suite 300 503 221.2077 D I c 0 I Portland OR 97209 www.Irearchitects.com I UNSWITCHED HOT 0 UNSWITCHED HOT , (!) 6 ❑ ❑ 0 0 WALL SENSONISWITCH NEUTRAL J liJ NEUTRAL J NEUTRAL 1 CAPABLE OF 0 0 0 o a CONTROLLING AUXILIARY SWITCH LEG 0 vSWITCH LEG H a a SWITCH LEG ��PROFFS — T _ J o 0 a 0 ` c6 �G I N F.- sip? 20 AMP RELAY MODULE L �' 6559+ ,<i� SPLIT WIRED SPLIT WIRED _ �� CONTROLLED DUPLEX CONTROLLED DUPLEX � • '' /� I I C(.7......‘,"40100, _ LOW VOLTAGE WIRING 20A , GNE 6,2. o Oac) OR ••I RELAY MODULE NOTES THIS DETAIL ""r P I EXPIRES: 12/31/20 A. BASIS OF DESIGN: WATTSTOPPER. REFER TO DIVISION 26 SPECIFICATIONS FOR APPROVED ALTERNATIVE MANUFACTURERS LINE VOLTAGE FROM OUTPUT CEILING MOUNTED FOR HARDWIRED RECEPTACLE CONTROL (OCCUPANCY SENSOR OF OCCUPANCY SENSOR OCCUPANCY SENSOR SECTION). POWER PACK CONSULTANT: B. WHERE AN ENTIRE DUPLEX RECEPTACLE IS CONTROLLED BY SENSOR, LOCATED AN UNSWITCHED DUPLEX RECEPTACLE NO FURTHER THAN SIX FEET AWAY. 0:I.' TOREMAINING INTERFACEC. FOR EACH ROOM, PROVIDE QUANTITIES OF RELAY MODULES ANDROOM LIGHTING E N G I N E E Ft I N G WIRING TO SUPPORT SWITCHED POWER OUTLETS ON POWER DRAWINGS, AND PROVIDE FUNCTIONALITY DESCRIBED IN PROJECT 2020 0157 SPECIFICATIONS AND/OR LIGHTING CONTROL MATRIX. ELECTRONIC DIMMING H N ELECTRONIC DIMMING H N CONTACT Nolan Murray PROVIDE PERMANENT IDENTIFICATION OF BALLAST (0-10VDC) BALLAST(0-10VDC) 100 SW Main Street, Suite 1600 1- JUNCTION BOX —1 CONTROLLED OUTLETS COMPLIANT WITH Portland,OR 97204 GROUND ASHRAE 90.1 REQUIREMENTS ,� A TEL 503.382.2266 r i I GROUND t HOT I t UNSWITCHED HOT / s TO REMAINING TO OUTPUT OF AUXILIARY RELAY BY www.interfaceengineenng.com } / 1 BALLASTS <—* SLIDER DIMMER MANUFACTURER FOR r NEUTRAL r J IN DAYLIGHT 4 f » a ON/OFF CONTROL I ZONE P. lNEUTRAL I 0 0 0 a a & a BRANCH POWER w a w a w U ° w U w CIRCUIT PACK L--) WALL SENSON/SWITCH o z 0 0 CAPABLE OF 0 0 0 0 O DAYLIGHTING ZONE CONTROLLING AUXILIARY SWITCH LEG a a aa Q 0 a LOW VOLTAGE: PHOTOCELL SLIDER DIMMER 20-AMP RELAY MODULE (0 10VDC OUTPUT), — J WHERE SHOWN PROVIDE SEPARATE ON DRAWINGS SWITCH LEG SWITCH LEG POWER SUPPLY IF i NEEDED 1 — . ISPLIT WIRED SPLIT WIRED CONTROLLED QUADPLEX CONTROLLED QUADPLEX C—N,TN\ �� LOW VOLTAGE WIRING 20A- OR- .III — RELAY MODULE D 4 LOCAL DIMMING DAYLIGHTING CONTROL NO SCALE ELICD22A CEILING MOUNTED OCCUPANCY SENSOR PROJECT NUMBER: 220104 OCCUPANCY SENSOR CONTROLLED RECEPTACLE LOCATIONS State of Oregon - RECEPTACLE DIAGRAM LIQUID TIGHT FLEXIBLE CONDUIT Employment NO SCALE ELICD29A " FLUSH, WALL MOUNTED lie 0110POWER FEED J-BOX W/ Department T.I. 90 CONDUIT CONNECTOR REVERSIBLE TENSION BOX, SEE PLAN (PROTRUDES WIDTH OF CONDUIT) FOR NUMBER OF CIRCUITS Park 217 Business Center 11950 SW Garden Place Suite 900 CONNECTION DISTRIBUTION FLEXIBLE LIQUID-TIGHT CONDUIT FLUSH, WALL MOUNTED HARNESS COMM. FEED J-BOX WI Tigard, Oregon 97223 PARTITION CONNECTION SEE TENSION BOX, SEE PLAN INSET INSET / illpiz FOR NUMBER OF l� ��I CIRCUITS POWER PACK % L IF NOT PRE-PUNCHED, USE 00/ -11 ___l _ HOLE SAW OR PUNCH TO MAKE NEUTRAL HOLE FOR FLEX FITTING. INSTALL yr►) $ O CABLES INTO FURNITURE CABLE CARLON FLEX CONDUIT, r___�, n CHANNEL SAME SIZE AS RACEWAY PHASE • —F IN WALL, WITH ../ I /�D COMMUNICATION CABLES IL_, -J — OVERRIDE (OFF) SWITCHFLEXIBLE LIQUID-TIGHT BUILDING WALL TO PANEL BASE LOCATED IN SAME TO NEXT REMOTE CONDUIT SPACE AS LUMINARIES SENSOR IF REQUIRED PROVIDE ONLY IF INDICATED PARTITION CONNECTION ON PLANS SEE INSET LOW VOLTAGE CABLE NOT PRE-PUNCHED, FLUSH, FLOOR MOUNTED POWER FEED. SHEET TITLE: FOR MANUFACTURER USE HOLE SAW OR SEE PLAN FOR NUMBER OF CIRCUITS REQUIREMENTS t 0 PUNCH TO MAKE HOLE DETAILS FOR FLEX FITTING. a ELECTRICAL INSTALL CABLES INTO FURNITURE CABLE 0 w CHANNEL Cr, FLUSH, FLOOR MOUNTED COMM. FEED. W riloV,-- sy SEE PLAN FOR NUMBER OF CIRCUITS l) w1-`-' w 0 24VDC REMOTE SENSOR t is CARILLON FLEX CONDUIT, WITH DRAWN BY: KJ LTJ a COMMUNICATION CABLES V, BUILDING FLOOR TO PANEL BASE DATE ISSUED: 4.30.2020 O CEILING MOUNTED OCCUPANCY REVIEW SET 05.01.20 PERMIT SET 05.08.20 0 2 SENSOR CONTROL DIAGRAM 3 SYSTEM FURNITURE CONNECTIONS CONSTRUCTION SET XX XX XX a x 0 o. NO SCALE NO SCALE E. i T g E SHEET: E7.! aettptartreotrithceis n LRS Architects,Inc.0 2020 0Z 0permit g FILE: E71 DETAILS — ELECTRICAL.DWG — E7.1 I EDIT: 5/6/2020 4: 23 PM BY RAYMONDC I PLOT: 5/8/2020 1:27 PM BY RAYMOND CAMPOS PLUMBING SYMBOL LIST NOTE: This is a standard symbol list and not all items listed may be used. ARCHITECTS Abbreviations MIN MINIMUM POINT OF CONNECTION Valves L720 NW Davis 503.221.1121 ft MS MOP SINK Suite 300 503 221.2077 0 # NUMBER nFP BACKFLOW PREVENTER Portland OR 97209 www.lrsarchitects.com MX MIXING VALVE Piping Fittinas & AND N NORTH -- AP —L— CHECK VALVE (A) ABANDON IN PLACE I I ACCESS PANEL NIC NOT IN CONTRACT SHUTOFF VALVE, GENERAL (E) EXISTING p PRpc NO. NUMBER 4 AQUASTAT i DI e F� (F) FUTURE �•G l NE '� S NTS NOT TO SCALE !I BLIND FLANGE 6 9 (N) NEW •� N (R) RELOCATE/ RELOCATED LOCATION OD OVERFLOW DRAIN, OUTSIDE DIAMETER 3 CAP 9O qN 7 i, 2° O= (X) DEMOLISH OFCI OWNER FURNISHED, CONTRACTOR INSTALLED �w C. CARS @ AT OFOi OWNER FURNISHED, OWNER INSTALLED COTG CLEANOUT TO GRADE I— EXPIRES 12-31-21 P PLUMBING, PUMP C- CONCENTRIC REDUCER FOOT, FEET A AQUASTAT, ARCHITECT, ANCHOR, AMPHERE PD PRESSURE DROP, PLUMBING DEMOLITION, PUMPED DISCHARGE DSN CONSULTANT: DOWNSPOUT NOZZLE AFF ABOVE FINISHED FLOOR PLBG PLUMBING 0 IS NN GT EN RE F RAI CN EG ECCENTRIC REDUCER AP ACCESS PANEL POC POINT OF CONNECTION PROJECT 2020-0157 BFF BELOW FINISHED FLOOR PRV PRESSURE REDUCING VALVE FLOOR CLEANOUT FCO CONTACT Matthew Shaw 100 SW Main Street, Suite 1600 Po 97204 BFP BACKFLOW PREVENTER PSI POUNDS PER SQUARE INCH FD iii. n5033..3822266 m — FLOOR DRAIN www.interfaceeng i neering.com BLDG BUILDING QTY QUANTITY FS ® FLOOR SINK BTUH BRITISH THERMAL UNITS PER HOUR RD ROOF DRAIN CD CONDENSATE DRAIN RPBP REDUCED PRESSURE BACKFLOW PREVENTER FLOW DIRECTION CFH CUBIC FEET PER HOUR RWL RAINWATER LEADER '..F HOSE BIBB/WALL HYDRANT CFS CUBIC FEET PER SECOND 5, SK SINK OD CO CLEANOUT SA SHOCK ARRESTOR Q OVERFLOW ROOF DRAIN . CONT. CONTINUATION SAN SANITARY PIPE DROP CV CHECK VALVE SB SERVICE BOX p PIPE RISE CW COLD WATER SD STORM DRAIN D DRAIN SF SQUARE FEET --AD PUMP DCVA DOUBLE CHECK VALVE ASSEMBLY SHT SHEET © RD ROOF DRAIN DET DOMESTIC EXPANSION TANK SOV SHUT OFF VALVE Q SHOCK ABSORBER/WATER HAMMER ARRESTOR DF DRINKING FOUNTAIN SP SUMP PUMP, STATIC PRESSURE PROJECT NUMBER: 220104 DFU DRAINAGE FIXTURE UNIT TEMP TEMPERATURE - . STRAINER State of Oregon — DN DOWN TP TRAP PRIMER, TOTAL PRESSURE i T&P RELIEF VALVE WITH PIPE TO DRAIN Employment DS DOWNSPOUT TYP TYPICAL �,�G TEE DOWN ON PIPE • Department T.I. DSN DOWNSPOUT NOZZLE U, UR URINAL DW DISHWASHER, DOMESTIC WATER V VACUUM, VENT, VOLT p TEE UP ON PIPE Park 217 Business Center 11950 SW Garden Place DM/ DRAINAGE, WASTE AND VENT VTR VENT THRU ROOF ^, VTR VENT THROUGH ROOF Suite 100 ,O, EWC ELECTRIC WATER COOLER W/ WITH Tigard, Oregon 97223 EH ELECTRIC WATER HEATER W WASTE I WALL CLEANOUT W F FIRE, FAHRENHEIT WC WATER COLUMN, WATER CLOSET FCO FLOOR CLEANOUT WCO WALL CLEANOUT Pipina Systems FD FLOOR DRAIN WH WATER HEATER, WALL HYDRANT — COLD WATER PIPING FFE FINISHED FLOOR ELEVATION WHA WATER HAMMER ARRESTOR D CONDENSATE/ INDIRECT DRAIN PIPING FL FLOOR WSFU WATER SUPPLY FIXTURE UNIT __ HOT WATER PIPING FT FEET General z FV FLUSH VALVE ___ HOT WATER RETURN PIPING a GPM GALLONS PER MINUTE X—X— DEMOLISH 2#G NATURAL GAS PIPING, 2 LB E SHEET TITLE: z GWH GAS WATER HEATER EXISTING WORK w G NATURAL GAS PIPING, 7"WC PRESSURE SHEET INDEX SYMBOLS LIST & w HB HOSE BIBB 0 NEW WORK GENERAL NOTES - HVAC HEATING, VENTILATING AND AIR CONDITIONING OD OVERFLOW DRAIN PIPING ABOVE GRADE OR FINISHED FLOOR P0.1 SYMBOLS LIST AND GENERAL NOTES - PLUMBING a HW HOT WATER / ,' PIPE OR CONDUIT BELOW GRADE P0.2 SCHEDULES PLUMBING PLUMBING : SANITARY VENT PIPING P2.1 FIRST FLOOR PLAN- PLUMBING o HWFU HOT WATER FIXTURE UNIT CONTINUATION LL l SANITARY WASTE OR SOIL PIPING ABOVE GRADE OR FINISHED P5.1 DETAILS PLUMBING HWR HOT WATER RETURN FLOOR g XX-X / EQUIPMENT IDENTIFICATION) DRAWN BY: KJ _ 2 HZ HERTZ SANITARY WASTE OR SOIL PIPING BELOW GRADE OR FINISHED LOCATION � � FLOOR DATE ISSUED: 4.28.2020 2 IN, " INCHES EXTENT OF DEMOLITION REVIEW SET 05.01.20 SD STORM DRAIN PIPING ABOVE GRADE OR FINISHED FLOOR INV INVERT ELEVATION PERMIT SET 05.08.20 y FIXTURE TAG (LEVEL BELOW FIXTURE) CONSTRUCTION SET XX.XX.XX 1W INDIRECT WASTE — —so— -.. STORM DRAIN PIPING BELOW GRADE OR FINISHED FLOOR x o L LAVATORY O KEYED NOTE K TP TRAP PRIMER PIPING t E 1 Not part of this �} L SHEET: P011 LR5 Architects,Inc.®2020 0 0 Z O FILE: P01 SYMBOLS LIST AND GENERAL NOTES — PLUMBING.DWG — P0.1 I EDIT: 5/6/2020 4: 30 PM BY RAYMONDC I PLOT: 5/8/2020 1:26 PM BY RAYMOND CAMPOS LrwS PLUMBING FIXTURE SCHEDULE ARCHITECTS BASIS OF DESIGN CONNECTION 720 NW Davis 503.221.1121 4� SYMBOL FIXTURE TYPE DESCRIPTION MFR MODEL ACCESSORIES W V CW HW NOTES Suite 300 503 221.2077 D L-1 LAVATORY COUNTER MOUNTED,VITREOUS AMERICAN 0475.047.020 FAUCET (SINGLE LEVER HANDLE): DELTA 1-112" 1-112" 1/2" 1/2" Portland OR 97209 www.lrsarchitects.com CHINA, CENTER-HOLE, OVAL, FRONT STANDARD 534L-PP OVERFLOW MS-1 MOP SINK FLOOR MOUNTED, ONE PIECE MUSTEE 63M FAUCET (MOP SINK): DELTA C 28C2383 WITH 3" 2" 1/2" 1/2" MOLDED STRUCTURAL FIBERGLASS, INTEGRAL CHECKS 24-INCHES X 24-INCHES X 10-INCHES MOP HANGER BUMPER GUARDS WALL GUARDS ��ED PROOFS ��GINE � S S-1 SINK COUNTERTOP, SINGLE BOWL, ELKAY GE12521 KITCHEN FAUCET(SINGLE LEVER HANDLE): 2" 1-1/2" 1/2" 1/2" PROVIDE WITH 1 I 6 9 Z STAINLESS STEEL, 25-INCHES X AMERICAN STANDARD 7074 CHROMITE I .,-,, 21-114-INCHES X 5-3/8-INCHES DEEP, INSTANT-FLOW •- N 3-HOLE PUNCH SR y t./„<*) . . ]1 2ooh�D-141 . . O S-2 SINK COUNTERTOP, SINGLE BOWL, ELKAY GE12521 KITCHEN FAUCET (SINGLE LEVER HANDLE): 2" 1-1/2" 1/2" 1/2" EXPIRES 12-31-21 STAINLESS STEEL, 25-INCHES X AMERICAN STANDARD 7074 21-1/4-INCHES X 5-318-INCHES DEEP, 3-HOLE PUNCH SH-1 SHOWER BARRIER FREE, ONE PIECE, COMFORT XS38 BFLPAC SHOWER VALVE (ADA, SINGLE HANDLE, 1.5 2" 1-1/2" 1/2" 1/2" PROVIDE WITH CONSULTANT: 38-INCHES X 41-112-INCHES X DESIGNS GPM, INTEGRAL CHECKS): ZURN OPTIONS AS 80-112-INCHES, SLIP RESISTANT Z7301-SS-MT-DV2P-HW-H9-S9 LISTED IN TEXTURED BOTTOM, CURTAIN ROD, DESCRIPTION HORIZONTAL L-SHAPED GRAB BAR, 0 I N T E R F A C E E N GINE E R I N G L-SHAPED FOLD UP SEAT, 5/8-INCH THRESHOLD PROJECT 2020-0157 CONTACT Matthew Shaw NOTES: 100 SW Main Street,Suite 1600 Portland,OR 97204 1 SEE ARCHITECTURAL DRAWINGS FOR ALL FIXTURE MOUNTING HEIGHTS AND LOCATIONS. TEL 503.382.2266 * UNLESS NOTED OTHERWISE ON DRAWINGS www.interfaceengineering.com PROJECT NUMBER: 220104 State of Oregon - Employment Department Ti. Park 217 Business Center 11950 SW Garden Place Suite 100 Tigard, Oregon 97223 SHEET TITLE: I SCHEDULES — om 0 PLUMBING V) uJ J 0 0 w U Cn N O d L� U DRAWN BY: KJ 3 DATE ISSUED: 4.28.2020 2 REVIEW SET 05.01.20 O PERMIT SET 05.08.20 N CONSTRUCTION SET XX.XX.XX 2 s x 0 o_ 0 n X etre fiy. 2 Not SHEET: POur uDN u • � is permit LRS Architects,Inc.C 2020 U O 2 O FILE: P02 SCHEDULES — PLUMBING.DWG — P0.2 I EDIT: 5/6/2020 4: 30 PM BY RAYMONDC I PLOT: 5/8/2020 1: 26 PM BY RAYMOND CAMPOS GENERAL SHEET NOTES 0 SHEET KEYNOTES LnS A. SEE PLUMBING FIXTURE SCHEDULE ON P001 FOR FIXTURE INFORMATION. 1. EXISTING 4"WASTE LINE, CONTRACTOR TO VERIFY EXACT LOCATION & DIRECTION PRIOR TO BEGINNING WORK. 6. CONNECT NEW SHOWER (SH-1) TO EXISTING ROUGH-IN. ARCHITECTS B. PLUMBING PLAN IS PREPARED BASED ON THE AVAILABLE INFORMATION. CONTRACTOR SHALL FLUSH EXISTING SANITARY LINE TO CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF THE EXISTING ENSURE THE REMOVAL OF ANY BLOCKAGES IN THE LINE. 7. EXTEND 2"VENT, 112" CW& 112" HW TO TIE INTO EXISTING 720 NW Davis 503.221.1121 1w! WATER, SEWER AND GAS LINES IN THE TENANT SPACE AND MAKE PIPING ABOVE RESTROOM CEILING. EXTEND 3" SANITARY Suite 300 503 221.2077 ADJUSTMENTS IN THE PLUMBING LAYOUT SHOWN TO SUIT THE FIELD 2. CONTRACTOR TO RE-HANG THE WATER CLOSET IN THE FIRST BELOW FLOOR TO EXISTING SANITARY OUTSIDE THE CONDITIONS. STALL OF THE MEN'S ROOM. BUILDING. Portland OR 97209 www.Irsarchitects.com C. ALL WASTE PIPING SHALL BE INSTALLED AT 114" PER FOOT SLOPE UNLESS 3. EXTEND 2"VENT, 1/2" CW& 1/2" HW TO TIE INTO EXISTING 8. DIRECT CONDENSATE DRAIN LINES FROM MECHANICAL UNIT BY GRAVITY OTHERWISE NOTED ON THE DRAWINGS. INSTALL ALL PIPING CONCEALED PIPING ABOVE RESTROOM CEILING. EXTEND 2" SANITARY AT 1%TO EXISTING FLOOR DRAIN IN UTILITY ROOM,ELSE ROUTE TO IN FURRED WALL AND CEILING UNLESS OTHERWISE NOTED. BELOW FLOOR TO EXISTING SANITARY LINE OUTSIDE THE ONSITE LANDSCAPING OR PERVIOUS AREAS TO EVAPORATE OR BE BUILDING. ABSORBED BY THE SOIL WITHOUT RUNOFF OR EROSION. D. VENTS ARE SHOWN OUTSIDE OF WALL FOR CLARITY REASONS ONLY. PROAk. 4. 112" CW DOWN TO COFFEE MAKER, PROVIDE WITH (-0 G1 NESSE. HOT AND COLD WATER LINES ARE RUN ABOVE CEILING UNLESS SHUT-OFF VALVE AND BACKFLOW PREVENTER � AOTHERWISE NOTED. 6 9 Z.5. CONNECT NEW LAVATORY (L-1) TO EXISTING ROUGH-IN. � F. PROVIDE CLEANOUTS ON ALL HORIZONTAL DRAINS AND SINKS PER UPC. 110 v'lN71 21 .'D e 9Mc C AR�- EXPIRES 12-31-21 .\ (E) GAS METER - CONSULTANT: AREA OF WORK (E) COTG 14130 p 0 INTERFA E N GT I N E E RAI CN E G ....4-- •P u ---- � - PROJECT 2020-0157 n •r _.ter..,....... .fir—._...—..-r ..__......rl �r—_r—_r— U Ir t I - u u rte-_ _ I * I I I V-c. CONTACT Matthew Shaw TV iI AN TOR IFC.F}- PoOrtla d OR 97204 Suite?1600 `-/ MOTHER'S. � � - T TEL 503.382.2266 L 0.�,1 i� MS-1 I S 1 �� www.interfaceengineering.com Zi 0 1 O - j j-i 1 O 7 MEN'S -, I 118 f L at 1 '0 ry- 0 c — J1� 101I �z\ F� 11010 0 L_1 (TYP 8) Imonn S-2 �� °e J La ® Q op 10 (E) DF 0 - I I'C'J ii:,. Yr� 11 In -,ge) Z 0 Oy ®I � u� u® 1 � P\51 BREAK -- Y ZI °:' I I s I (� 5 _i__ pj ROOM -;o "L — O �7 / O 121 ■ OPEN OFFICE J r-- 113 - 117 _ �j 113 r I (E) WATER HEATER ,L J, COPIER,: 00 '- ' ..511 F 7 CONFERENCE L J A cULITY / FLEE 1L9L es.TFLOOR LZAIN LLCLr RE F LAJ 1+(NM) _ ■ ■ ■ • r • MANAGER OFFICE 111 , .... m...... ...J MANAGER OFFICE MANAGER OFFICE ;; 1114 115 COMP-1 0 L CO IFR r."-- (SEE MECH) PROJECT NUMBER: 220104 r-, r L_J, ..-\\______ j ' - -_ _ II I II I I I I ILiii _ _ _ II II IRE I II LL-J, • SER State of Oregon - COMPUTER Employment CONFERENCE a S TORA o 9 ROOM Department El. Park 217 Business Center COMPUTER LAB INTERVIEW INTERVIEW INTERVIEW INTERVIEW 11950 SW Garden Place 103 104 105 106 107 Suite 100 1 L._ OPEN OFFICE ■ Tigard, Oregon 97223 I I ;;COPIER , r ,1 ,,ii) -----, L_J —1 ill ii . r • • • • TRAINING ROOM 102N TRAINING ROOM TRAINING ROOM 101A 101E I WAITING ROOM/ INFO/GREETER 106 i SHEET TITLE: 7 0 z D I FIRST FLOOR -J 5 _ PLAN 0 [ �� L� �� PLUMBING 0 ,...r J Ll. L_ JJ r r—� Cr jim___ , — --i n �I iI I' u u 4 U �{ .r �� n l Lr., .. .__.___ _ _-'r V __-'r_____ _-'r. _ rl __-_.__. o' ___-� �� " 'l �� _-_'r-._ " ._._ L.'.. __--.. 'r _-- - ' _- - I 9, i . 11 DRAWN BY: KJ o i DATE ISSUED: 5.1.2020 In g REVIEW SET 05.01.20 0 0 0 PERMIT SET 05.08.20 N P. CONSTRUCTION SET XXXX.XX 0 *0 1 FIRST FLOOR PLAN - PLUMBING 0 4' 8' 16' I: gT i N SCALE: 118"=1-0" Fence .only E otparil1 Spermit, SHEET: P2. I n r, LRS Architects,Inc.©2020 0 0 2 O 0 FILE: P21 FIRST FLOOR PLAN — PLUMBING.DWG — P2.1 I EDIT: 5/8/2020 1:21 PM BY RAYMONDC I PLOT: 5/8/2020 1:26 PM BY RAYMOND CAMPOS LimminS ARCHITECTS 720 NW Davis 503.221.1121 9R Suite 300 503 221.2077 C Portland OR 97209 www.Irsarchitec ts.com 2" V ,��0 PROs.. .,III , 66:51.'° •' 5 90 1N 11I, 2°° �0 94/ C. C ARS EXPIRES 12-31-21 CONSULTANT: INTERFACE ENGINEERING \41/4 - 0 PROJECT 2020-0157 CONTACT Matthew Shaw 100 SW Main Street, Suite 1600 Portland,OR 97204 TEL 503.382.2266 SINK/FAUCET www.interfaceengineenng.com )ri I 1 o0 112" HW ITT.... 1/2" CW I \— 3/4" DISHWASHER 1 O DISCHARGE LINE O 112" HW '1/4.....) ".., T DISHWASHER PROJECT NUMBER: 220104 \- 2" SAN State of Oregon - Employment Department T.1. Park 217 Business Center 1 BREAK ROOM PIPING ELEVATION 11950 SW Garden Place Suite 100 NO SCALE Tigard, Oregon 97223 SHEET TITLE: DIAGRAMS - I m PLUMBING n a `-§, DRAWN BY: KJ RDATE ISSUED: 4.23.2020 U �n gREVIEW SET 05.01.20 0 PERMIT SET 05.08.20 CONSTRUCTION SET XX XX.XX E s a` x 0 0 M a a 1- 5 i AeQt part of this'erence on1rme Y SHEET: P5M 1e n LRS ArchrtBdS,Inc.0 2020 LI O z 0 F FILE: P51 DETAILS - PLUMBING.DWG - P5.1 I EDIT: 5/1/2020 12:06 PM BY RAYMONDC I PLOT: 5/8/2020 1:26 PM BY RAYMOND CAMPOS