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BUP2020 -00264 RECEIVED � _ c vOF TIGARD C3 2020 ' •�• lit I uiinniui BUILDING DIVISION t O - 11TRI'ITITIrttRrr • Architecture • Interiors LINCOLN Planning c Engineering 1Zu / O N01103d O O3HI`ON1811l038 TENANT IMPROVEMENT YVO8=1 IVIG 330 3000 3H1 SITE 1N3A38d ION-nVHS ViVa CORVEL: SUITE 150 tI3ion8IS OS-LNOG( IS0 NOI10f1!l1SN00 NO 03Stl8 Portland, OR O lIWF13d tl d0 3ownSSI 3Hl 503.224.9560 an m J IWa3d d0 A11oIltfA Vancouver,360.695.7879 10200 SW GREENBURG RD . Seattle, WA Im /•z -4. • 1 206.749.9993 www.mcknze.com TIGARD , OREGON ¢�l�r a'eC3T:ssa pygq (iiT��iii�Ti7?iiiTiT� a SiRIlC711HED PMgNO STRIICTUREDPARK ING ..........�JB4" MACKENZIE . I i.................................. Ilow :off 1a b�,�i;i 'my1 /�M�jr�"� D• h7e 00 - C / Sf ONm an DESIGN DRIVEN CLIENT FOCUSED ,yy py,y.,l :uI paqTiosap se >'liom aay) Aluo job Client / I i............................. P0A0AddV Alleuoi ............................................ 001, panaddy zs sa I ULbJIi JU ,uiD 1 VICINITY MAP S H O RE S T El N 0.0 NOT TO SCALE OFFICE COP INDEX OF DRAWINGS AREA OF WORK GENERAL 60.01 TITLE SHEET, KEY PLAN, CODE SUMMARY,VICINITY MAP AND GENERAL NOTES Project ARCHITECTURAL CORVEL TI ® A1.01 DEMOLITION PLANS, LEGEND AND NOTES SUITE 150 EXIT \ g Oil* A1.10 FLOOR PLAN, REFLECTED CEILING PLAN, LEGEND AND NOTES j A5.20 INTERIOR ELEVATIONS, DETAILS, AND SCHEDULE OF INTERIOR FINISHES 5 LINCOLN A I SCOPE OF WORK 10200 SW GREENBUIRG RD. TIGARD, OR 97223 THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS OF APPROXIMATELY 7,072 SQUARE FEET ON THE FIRST FLOOR OF SEVEN FLOORS TOTAL. WORK TO INCLUDE DEMOLITION, NEW WALLS, CASEWORK, LIGHTING AND FINISHES. FX Exrr � 'C' CODE SUMMARY LEGEND VALUATION: r� ,fir DESIGN/CODE DATA UL D. IS EXIT EXIT EXIT ACCESS �] GOVERNING CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE ® ILLUMINATED EXIT SIGN OCCUPANCY: B PORTLA 0 0 CONSTRUCTION TYPE: TYPE 1- 7 �4�' FIRE EXTINGUISHER LOCATION B TENANT AREA: APPROXIMATELY 7,072 SQUARE FEET :•> OCCUPANCY LOAD: 48 OF AREA OF WORK 2 REQUIRED EXITS, 3 EXITS PROVIDED. ACCESSIBLE MEANS OF EGRESS MACKENZIE 2020 t4BUILDING IS FULLY SPRINKLED AND HAS NEPA SMOKE DETECTION WITH ON SITE EMERGENCY © ALL RIGHTS RESERVED DIAGONAL DISTANCE = 121'-8" GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED 2 KEY PLAN 3 DIAGONAL = 40'-7" (MIN. DISTANCE ALLOWED) OCCUPANCY CALCULATION OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 0.0 1 ST FLOOR NTS — — DISTANCE BETWEEN EXITS: 88'-2" OCCUPANCY LOAD FACTOR FLOOR AREA OCCUPANT LOAD COMMON PATH OF EGRESS TRAVEL = 100-0"MAX. FIRST FLOOR REVISION SCHEDULE OA 30'-5" BUSINESS 1:150 7,072 SQUARE FEET 48 Delta Issued As Issue Date TOTAL OCCUPANTS 48 PROJECT GENERAL NOTES SYMBOLS AND REFERENCES DEFERRED SUBMITTAL A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN INTENT. THE PROJECT INTENT IS TO PROVIDE FOR A COMPLETE, WORKING SYSTEM. PROJECT NORTH 2019 OSSC SECTION 107.3.4.1 (BY SEPARATE PERMIT) B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. FIRE SPRINKLER C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF NORTH ARROW TRUE NORTH FIRE ALARM \ MECHANICAL WORK.ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. ELECTRICAL FILLED ARROW D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR A NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN A THESE SYSTEMS/COMPONENTS. DETAIL# THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT INTERIOR ELEVATION INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. KEY MARK 2SHEET# SHEET TITLE: E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS SUB-CATEGORY ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL TITLE SHEET TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. CATEGORY CONTACTS KEY PLAN, CODE KEYNOTE �J F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. �,1- SUMMARY, ' G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FFE) REFER TO FINAL FINISHED FLOOR ELEVATION, WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED SPACE NAME ARCHITECT CONTRACTOR VICINITY MAP GEEK SPACE # MACKENZIE RUSSELL CONSTRUCTION AND GENERAL ACCESS FLOOR. ROOM/SPACE IDENTIFICATION 114 05TH AVE H. DO NOT SCALE DRAWINGS. EXIST.B.1 FLOOR FINISH 1515 SE WTER PORTLAND,OR 972E4SUITE 100 TUALAT N,15 SW OR 97062 NOTES WALL BASE FINISH L CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. WALL FINISH CONTACT: LINDSEY CARPENTER CONTACT: DONN STURDIVANT DRAWN BY: ALS J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE.ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD TEL: 503.224.9560 TEL: 503.692.9002 FAX: 503.228.1285 EMAIL: DSTURDIVANT@RUSSELLCONSTRUCTION.COM CHECKED BY: MRT, PDK REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. DOOR SYMBOL NUMBER 101, EMAIL: LCARPENTER@MCKNZE.COM CCB: 58918 ----- K. __K. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR WORK. THE CONTRACTOR WILL COORDINATE CLEAN UP OF ALL AREAS AFFECTED BY DUST OR ANY SHEET: MATERIALS, BOTH DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR LANDLORD/OWNER OCCUPANCY BY TENANT. SHORENSTEIN REALTY SERVICES i TY 0r 'i L;Af�D GOsOl 2 2 L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. 5335 MEADOWS ROAD, SUITE 275 Approved 2- Planning LAKE OSWEGO, OR 97035 Date: 3 Zo M. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED AND PROTECTED UNTIL IT IS REMOVED FROM THE SITE BY THE OWNER. CONTRACTOR SHALL _ COORDINATE WITH THE OWNER. CONTACT: 5o . 12. 48 4 Initials: JOB NO. EMAIL: RFABIAN@SHORENSTEIN.COM 2190950.07 PERMIT SET 12/22/2020 219095007\DRAWINGS\ARCHITECTURAL\G0.01.DWG ALS 12/21/20 17:12 1:96.00 GENERAL NOTES A. REMOVE EXISTING FLOORING AND RUBBER BASE EXCEPT WHERE NOTED. PATCH, REPAIR AND PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES. SEE SHEET A5.20 FOR FINISHES. B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR Architecture IS Interiors THE WORK.ANY CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE Planning IS Engineering ARCHITECT/DESIGNER, SO THAT THE CLARIFICATION CAN BE ISSUED. C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE USE. D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB Portland, OR UTILITIES AS REQUIRED. 503.224.9560 F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE, Vancouver, WA G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO 360.695.7879 DEMOLITION THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING Seattle, WA WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/DESIGNER. 206.749.9993 H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE-USE. WWWmCk�2B.COtII I. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. CONTRACTOR TO CONFIRMFIELD VERIFY AND ADDITIONAL J. EXISTING S SPEND DACOUSTICALILE CEIL INGS AT 8' I -8 "AFF UNTH LESS SS NOTED M AC K E N Z I E. OTHERWISE. DESIGN D■IVEN I CLIENT FOCUSED K. EXISTING LIGHT FIXTURES TO REMAIN UNLESS NOTED OTHERWISE. Client KEYNOTES =TF IT 1. REMOVE EXISTING BASE FEED WHERE INDICATED. PATCH TO RECEIVE NEW FINISHES. S H o R E S T E I N +s 2. EXISTING RESILIENT FLOORING TO REMAIN THIS ROOM. CONTRACTOR TO CONFIRM +6060 IS ' ' ° ° ' IF NEW BASE IS REQUIRED AT EXISTING RESILIENT FLOORING LOCATIONS. °d 3. MODIFY EXISTING CASEWORK AS NEEDED PER NEW CONSTRUCTION. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO WORK. EXISTING DISHWASHER TO • r r H Project T.T. REMAIN. CORVEL TI !__ 4. REMOVE EXISTING 2X4 LIGHT FIXTURES. PATCH AND REPAIR CEILING TILE AS IS _T7 SUITE 150 `;;;` ,f•. 4 T ■ REQUIRED TO MATCH EXISTING. 5 LINCOLN +60 ® TFX■ ■ ■ LEGEND 10200 SW GREENBURG RD. BF - ® TIGARD, OR 97223 : ■ ■ I NOT IN SCOPE 3JT — i?!+60 I 1 EXISTING CONSTRUCTION TO BE DEMOLISHED j .1i1; ■ ■ ■ i u ■ ■ ■ o O D 3 O III o EXISTING WALL TO REMAIN --- ■ ■ ■ UL D. IS l o ■� EXISTING 2-HOUR RATED WALL TO REMAIN D ;t, + F======= ----- m EXISTING 1-HOUR RATED WALL TO REMAIN PO BF r 1:;^;.J RT LA 0 0 EXISTING DUPLEX OUTLET TO REMAIN � .. EXISTING VOICE/DATA/DATA ROUGH INTO REMAIN u 2 OF ..... E 0 ■ O . . ... ::::::.:::.:.:::.:. •:.......::..::.:::.:::..:... „ BF EXISTING BASE FEED LOCATION TO REMAIN EXISTING FLOOR �'----------- FC G 00 CORE LOCATION TO REMAIN ....... .... ....._....._. ----- --______ -._. MACKENZIE 2020 :.-: :.-::.:::::.::.:: L; ------------- i >i. „ ALL RIGHTS RESERVED ■ • EXISTING COVER PLATE TO REMAIN THESE DRAWINGS ARE THE PROPERTY OF KENZI MA C E AND ARE NOT TO EB E nr " ca US D .........%%..% I .. . . .. .. .. ]z EXISTING CARD READER LOCATION OR REPRODUCED IN ANY MANNER WITHOUT PRIOR WRITTEN PERMISSION E MISSION O OFE ® 9 EXISTING FIRE EXTINGUISHER LOCATION ...:... ;, � I T ■ ■ v ■ i� FS LSI EX S ING FIRE HORN LOCATION REVISION SCHEDULE . . . ..... ® EXISTING THERMOSTAT TO REMAIN Delta Issued As Issue Date . ::.. . ... ■ Q — - - J ■ ■ ■ EXISTING SWITCH TO REMAIN : ., ..::. CR ?: FS .. . ... a EXISTING FIRE STROBE LOCATION . . .... ■ F: ■ ■ EXISTING CEILING GRID TO REMAIN ® EXISTING 2X4 LIGHT FIXTURE TO REMAIN ■ EXISTING SPRINKLER HEAD LOCATION ■ ■ ■ ®� EXISTING AIR SUPPLY/RETURN VENT BF ' ° ]Tx F7 I ® EXISTING EXIT SIGN TO REMAIN qpklSHEET TITLE: G ® ■ E�� EXISTING EXIT SIGN TO BE RELOCATED DEMOLITION ITPLANS, LEGEND FC FC FG ■ ■ ■ IS AND NOTES T? ___-- -___ ____ _ _ ■ CT IS DRAWN BY: ALS e ^ti, y ■ IS yi ■ TF IS ■ CHECKED BY: MRT, PDK 1-71 1 SHEET: A1 . 01 1 PARTIAL FIRST FLOOR DEMOLITION PLAN 2 PARTIAL FIRST FLOOR DEMOLITION RCP 1 .01 1/8"=1'-0" 1 .01 1!8"=1'-0" JOB NO. 2190950.07 PERMIT SET 12/22/2020 219095007\DRAWINGSVARCHITECTURALW1.01.DWG ALS 12/21/20 17:12 1:96.00 KEYNOTES GENERAL NOTES 1. INFILL EXISTING OPENING WITH WALL TO UNDERSIDE OF GRID, TO RECEIVE NEW PAINT. A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. ■ 2. PROVIDE NEW UPPER AND LOWER P-LAM CASEWORK TO MATCH EXISTING. MODIFY EXISTING CASEWORK AS REQUIRED. B. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. 3. CONVERT EXISTING OUTLET TO DEDICATED. C. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE Architecture IS Interiors 4. PROVIDE BACKING AS REQUIRED FOR TENANT PROVIDED WALL MOUNT TV. CONTRACTOR TO CONFIRM FINAL DETAILS 2/A5.20. Planning • Engineering REQUIREMENTS WITH TENANT. D. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT ONLY. COORDINATE ELECTRICAUDATA/SWITCHING REQUIREMENTS WITH 5. RELOCATE EXISTING ELECTRICAL PANEL WITHIN 50' OF EXISTING LOCATION. PATCH, REPAIR AND PAINT WALL AS TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. REQUIRED. E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON 6. EXISTING ELECTRICAL PANEL TO REMAIN. PAINT TO MATCH ADJACENT WALL. COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC Portland, OR 7. REUSE EXISTING BASE FEED/ FLOOR CORE LOCATIONS. TENANT AND TENANTS FURNITURE VENDOR TO CONFIRM. BUTTON. 503.224.9560 F. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. Vancouver, WA 8. NEW BUILDING STANDARD CAN LIGHT FIXTURES.ASSUME (8) LIGHTS THROUGHOUT. CONFIRM FINAL LOCATIONS WITH 360.695.7879 TENANT. G. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. Seattle, WA 206.749.9993 ALTERNATE KEYNOTES H. MODIFY EXISTING PLUMBING ROUGH-IN LOCATIONS AND/OR BLOCKING AS www.mcknze.com REQUIRED TO MEET ADA MOUNTING HEIGHTS AND REQUIREMENTS. AA. PROVIDE VPI FLOOR TRANSITION STRIPS AT CHANGE IN FLOORING MATERIALS, COLOR TO MATCH RUBBER BASE. I. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH MACKENZIE. PRODUCTS. DESIGN DRIVEN I CLIENT FOCUSED BB. PROVIDE NEW WALLCOVERING AS INDICATED, WC-1. J. ALL DOORS ARE EXISTING, UNLESS NOTED OTHERWISE. Client K. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. BIF L. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-8"AFF, UNLESS NOTED OTHERWISE. 7 M. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL s H o R E S T E I N CONFERENCE P. Z TYP OTHER CEILING PENETRATIONS IN CENTER OF 2x2 PORTION OF 2x4 TILE, UNLESS 102 k NOTED OTHERWISE. CPT-1 +60 ° ° ° • ° ■ ° Cp4 P 1 B 1 BB N. ADD SOUND INSULATION IN ALL NEW WALLS. 0. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL OPEN OFFICE LIGHTING LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS n M313 DEPENDANT ON OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING Project O O O INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO REVIEW ALL REQUIRED CORVEL TI BB i CONFE ENCE LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY CONCERNS SUITE 150 RECEPTION M16 • • • ° ° OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE 5 LINCOLN 101 ■ SPACE. CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH CPT-1 p-1 B-1 O O $ T NEW WALL CONSTRUCTION AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. i + +so ■ ■ ■ FINAL LAYOUT TO BE REVIEWED AND APPROVED BY LOCAL JURISDICTION THROUGH 0200 SW GREENBURG RD. QI)yydb DEFERRED SUBMITTAL. °� BF TIGARD, OR 97223 ' T � LEGEND 33 SERVE BREAK ■ ■ ■ 104 1. &XI ■ ■ NOT IN SCOPE EXIST D 5.20 5 2 AA TYP o EX EX ■ ■ ■ o EXISTING WALL TO REMAIN UL D. IS + _ + + m EXISTING 1-HOUR RATED WALL TO REMAIN --] s — — BF EXISTING 2-HOUR RATED WALL TO REMAIN FUH I LA 0 0 9 13 ■ ® NEW WALL TO UNDERSIDE OF GRID. SEE DETAIL 8/A5.20 WORK OPEN OFFICE EXISTING DUPLEX OUTLET TO REMAIN �F REXOIS�Td 107 . .. .. O ... �I CPT-11i EXISTING VOICE/DATA ROUGH IN TO REMAIN / t 1 .... .. ..... ..:. MACKENZIE 2020 ' ° BF EXISTING BASE FEED LOCATION TO REMAIN © ALL RIGHTS RESERVED ■ O THESE DRAWINGS ARE THE PROPERTY OF FC EXISTING FLOOR CORE LOCATION TO REMAIN MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, Iif WITHOUT PRIOR WRITTEN PERMISSION I :. ■ ■ ■ • EXISTING COVER PLATE TO REMAIN SCAN WORK 110 gS�T °R . 4 EXISTING CARD READER LOCATION REVISION SCHEDULE EXIST FE - p-1 Ex � LE EXISTING FIRE EXTINGUISHER LOCATION CATION Delta Issued As Issue Date ■ O EXISTING FIRE HORN LOCATION J ■ G ■ QR IJ EXIST Cvr GR D D (D EXISTING THERMOSTAT TO REMAIN 3 ° e EXISTING FIRE STROBE LOCATION ■ ■ - NEW DUPLEX OUTLET > NEW QUADPLEX OUTLET if H NEW VOICE/DATA ROUGH IN LOCATION t IS ■ BF NEW DEDICATED DUPLEX OUTLET ' ■ BF NEW BASE FEED, (1) CIRCUIT PER (4) WORKSTATIONS SHEET TITLE: AFd ' FLOOR PLAN 4 6 BF NEW BASE FEED, (2) CIRCUITS p 7 OPEN OFFICE V T� CONFERENCE REFLECTED EXISTING CEILING GRID TO REMAIN FC C T11 g12 1 • • ■ CEILING PLAN, P-1 B 1 -1 EXISTING 2X4 LIGHT FIXTURE TO REMAINMA LEGEND AND ■ EXISTING SPRINKLER HEAD LOCATION NOTES so IS EXISTING AIR SUPPLY/RETURN VENT +fio ¢ r II�LLVVV I/I�GGJJJ CONFERENCE HUDDLE OFFICE ® EXISTING EXIT SIGN TO REMAIN E15 T 114 113 ° ® DRAWN BY: ALS CPT-1CPT-1 ■ ■ ■ ■ RELOCATED EXIT SIGN P-1 B-t P-1 B-1 O NEW BUILDING STANDARD RECESSED CAN LIGHT FIXTURE CHECKED BY: MRT, PDK BBF rSUGGESTED PATH OF EGRESS ILLUMINATION SHEET: A1 . 10 1 PARTIAL FIRST FLOOR PLAN 2 PARTIAL FIRST FLOOR REFLECTED CEILING PLAN JOB NO.2190950.07 PERMIT SET 12/22/2020 219095007\DRAWINGSIARCHITECTURALA1.10.DWG ALS 12/21/20 17:12 1:96.00 FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT BERC 2 WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS 8" MAX. CLIP DIRECTLY TO WALL FRAMING 0 ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS u WITHIN 8" OF PERIMETER LATERAL BRACING WITH APPROVED VERTICAL © �v ■ SCHEDULE OF INTERIOR FINISHES F,COMPRESSION STRUT AT 12'-0" OC EA WAY �„ COUNTERSLOPE HANGERS IF MORE THAN 1: 6 OUT OF PLUMB 2 Architecture . Interiors PL-1: (BREAK) MATCH EXISTING VERTICAL LAMINATE Planning ISEngineering "ATTACHED PL-2: (BREAK) MATCH EXISTING COUNTERTOP LAMINATE WALL" , m RB-1: TBD, BUILDING STANDARD t A CE LNG EDGE AT WALL OR RB-1A: (ALTERNATE) JOHNSONITE, 4", STRAIGHT, COLOR TBD NOTE: FOR UNATTACHED WALLS PROVIDE A Portland, 60 A 503.224.9560 CPT-1: TBD, BUILDING STANDARD 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP Vancouver, WA -- DO NOT SCREW BERC 2 CLIP TO TRACK 360.695.7879 CPT-1A: (ALTERNATE) SHAW, STIPPLE TILE 5T1 16, CHARCOAL 13557, ASHLAR INSTALLATION TABLE MAX. LENGTH Seattle, WA CROSS RUNNERS FIT BETWEEN MAIN RUNNERS 1 2 DIA CONDUIT (EMT) 5'-10" 206.749.9993 REP CONTACT: DOUG JAGERMAN, SHAW FLOORING, DOUG.JAGERMAN@SHAWINC.COM FOR A MAIN RUNNERS AT 4'-O" OC SUPPORT WITH #12 / WIRE AT 4'-0" OC OR W17H #10 WIRE AT 5'-0" OC EA WAY 3/4" DIA CONDUIT EMT 7'-8" www.mcknze.com PREFERRED PRICING 6'-0" MAX LATERALLY BRACE MAIN RUNNER 70 STRUCTURE A7 12'-0" OC 1" DIA CONDUIT EMT g'-g" WC-1: (ALTERNATE) KOROSEAL, PATTY MADDEN BRIGNAC, CENTURY LXC-BRI-11, REVERSIBLE MATCH EA WAY. BEGIN BRACING WITHIN 6'—O" OF PERIMETER AND 2" 6 — 12'-0" M AC K E N Z I E. FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF (1-5/8"x2OGA) DESIGN DRIVEN I CLIENT RDCD.ED REP CONTACT: KONNI BROOKSHER #714-904-7478 FOR SPECIAL PRICING NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN BACK TO BACK 1625125-33 15'-0" APPROVED TYPE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO MTL STUDS 1-5 8"x2OGA Client P-1: (GENERAL PAINT) BENJAMIN MOORE, WHITE WISP, OC-54, SEMI-GLOSS WIRES TO HAVE A 200# CAPACITY. SUSPENDED CEILING BLDG STRUCTURE. SGL 250S125-33 MTL STUD 13'-6" BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND TRAPEZE DUCT WORK AND 2-1 2"x2OGA P-3A: (ACCENT PAINT) DUNN EDWARDS, HAMILTON BLUE, DE6333, LRV29, SEMI-GLOSS OTHER LARGE BACK TO BACK 250SI25-33 CONFIRM LOCATIONS OF ACCENT WALLS WITH TENANT ASTME580 OBSTRUCTIONS 15 -0 MTL STUDS (2-1/2"x20GA) O S H O R E S T E I N PAINT NOTE: FINISH SHEEN A°T 15%-25%1AT 60 DEGREES.INDEX OF 3 WITH A GOOD SCRUB RATING AND 2 SUSPENDED CEILING BRACING I rJ 2 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS Z THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. ► 5 LINCOLN STUD SIZE: 2 1/2" 33 MIL 3-1/2" METAL STUD BRACING TO FLOOR STRUCTURE AT 8'-0" OC Project LIMITING WALL HEIGHT TABLE WITH (2) #8 SHEET TI INTER NON STRUCTURAL NON-COMPOSITE WALLS L1240 @ 5psf ENDMET• SCREWS EACH SUITE BRACING BE UITE 1 150 RIO PROVIDED WHERE 5 LINCOLN DESIGNATION SPACING MAX. WALL HEIGHT DISTANCE BETWEEN 250S125-18 24" 8'-4" PERPENDICULAR INTERSECTING WALLS OR 10200 SW GREENBURG RD. 250S125-18 16" 9'-7" HORIZONTAL BRACING TIGARD, OR 97223 2505125-27 24" 9'-10" ¢ BETWEEN WALLS EXCEEDS 8'-0" OC 2505125-18 16" 11'-3" 7 3" SOUND ATTENUATION 362SI25-18 24" 13'-5" BATT. 4'-0" CENTERED ON �,t�RTI jC�J SUSPENDED WALL WHERE NOTED. 'I 362S125-18 16" 14'-4" f CEILING CUT TILE FOR TIGHT FIT �� UL D. IS 362S162-33 16" 16'-5" AT WALLS � GYPSUM BOARD CASING BEAD USG 200-A 362S162-43 16" 18'-O" EACH SIDE 60OS162-33 16" 24'-6" �PORTLA 0 0 INTEFIOR NON STRUCTURAL NON-COMPOSITE WALLS SOUND ATTENUATION WITH CERAMIC TILE FACING L/360 @ 5psf A INSULATION PER PLAN OF METAL STUDS. DESIGNATION SPACING MAX WALL HEK#�T SEE 4/A5.20 FOR BOTTOM TRACK TO FINISH SIZE AND SPACING FLOOR WITH POWDER 2020 3625125-18 16" 12'-4" x DRIVEN ANCHORS AT © MnGE ALL RIGHHTSTS RESERVED Q 362S125-33 16" 14'-3'* 4 -O D.C. THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED (n N CONTINUOUS ACOUSTIC OR REPRODUCED IN ANY MANNER, ALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH U SEALANT EACH SIDE WITHOUT PRIOR WRITTEN PERMISSION J AGAINST TRACK 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. WALL F CONCRETE SLAB p REVISION SCHEDULE WALL HEIGHT TABLE a WALL — TO UNDERSIDE OF GRID Delta Issued As ssue Date 5.2 ¢ 6 2 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" 3 13" CLR. 3 NOTES: U.N.0. A. FINISH ENDS, TYP. ADJ. MELAMINE SHELVES B. ALL CABINET FACES AND DOORS, PL-1. C. ALL COUNTERTOPS, EDGES, AND BACKSPLASHES, PL-2. D. ALL EXPOSED EDGES AT DOORS AND SHELVING TO BE P-LAM TO >Li MATCH ADJACENT VERTICAL SURFACES. w I I P-LAM FACES E. SHIM AS REQUIRED. w F. ALIGN NEW CASEWORK WITH EXISTING. CONTRACTOR TO FIELD VERIFY w k =1 EXISTING CONDITIONS PRIOR TO FABRICATION. ISHEET TITLE: INTERIOR 12 w 25" P.L. TOP 4" SIDE SPLASH WHERE ELEVATIONS, 5.2 w occuRs DETAILS, AND CEILING— ALIGN W/ LOWER 1'-p" Ld SCHEDULE OF P-LAM COUNTER TOP AND SPLASH WITH SELF EDGE INTERIOR I DRAWER AS OCCURS IN FINISHES �+ ELEVATION EXISTING CASEWORK o DRAWN BY: ALS I o ADJ MELAMINE SHELF, NO _ _ _ _ _ _ N ?. w I I DRAWER OR SHELF AT � CHECKED BY: MRT, PDK o 4J SINK LOCATION a— - - - - - — — w _ _ _SHEET: N I ( P-LAM FACE �I w 8'-10"f RUBBER BASE Q A5 20 3 EQ o ■ ^I 2'-0" v 11 CABINETRY ELEVATION m 12 CABINET SECTION Q JOB NO.2190950.07 52 @BREAK105 1/4"=V-0" W 5.2 TYPICAL 3/4"=1'—O" PERMIT SET 12/22/2020 w 2190950071DRAWINGS\ARCHITECTURALVA5.20.DWG ALS 12/21/20 17:08 1:96.00