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BUP2020 -00242 VALIDITY OF PERMIT RECEIVED OFFICE COPY THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION NOV 2 5 2020 / • �• TS AND OTHER DAOTA SHALL NOT PREVENT O CITY OF TIGARD u uLLu11 ♦} )1 _ THE CODE OFFICIAL REQUIRING THE CORRECTION OF BUILDING DIVISION RRm1 otsaaa _ OF ERRORS. OSSC 105.4 � • Y1I W I� _ ■ • Tr � Architecture s Interiors 0°®0� �� Planning IS Engineering SITE o v ate•rm TENANT IMPROVEMENT SUITE 275 Portland, OR 60 503.224.9560 o ea�m Vancouver, WA - LINCOLN CENTER 36°Seattle,E -; OFFICE COPY Seattle, WA 206.749.9993 Ram 10300 SW GREENBURG RD OF � 0=4 � _REVIEWED ORCUDE TIGARD., WWWmcknze.com '..oPaRNIN A oTc�� [Jj MACKENZIE . SW Oak Street _ _ TIGARD ,G/ �R D , OREGON permit#F, DESIGN DRIVEN 1 CLIENT FOCUSED ' j3r,�a� 2- �o a y X ° zs�1 2w Address: ncp In 1 n3 aJ EcrPD.y b�! Suite #: �7� $ 1 VICINITY MAP PROJECT LEGEND INDEX OF DRAWINGS Bre - - Date' Ia=E =2P GENERAL S H O RE S T E I N 0,0 NOT TO SCALE GO.01 TITLE SHEET, VICINTY MAP, CODE SUMMARY, LEGEND AND GENERAL NOTES EXISTING CONSTRUCTION TO BE DEMOLISHED ARCHITECTURAL o EXISTING WALL TO REMAIN A1.10 DEMOLITION PLAN, PARTIAL SECOND FLOOR PLAN, FINISH SCHEDULE AND NOTES ••® EXISTING 1-HOUR RATED WALL A1.20 DEMOLITION REFLECTED CEILING PLAN, REFLECTED CEILING PLAN, AND NOTES A5.20 INTERIOR DETAILS AND ELEVATIONS ® o EXISTING 2-HOUR RATED WALL _ J Project _ o EXISTING DEMISING WALL VACANCY SPACE PREP SUITE 275 ® NEW WALL TO UNDERSIDE OF CEILING, SEE 4/A5.20 SCOPE OF WORK TENANT E O NEW 1-HOUR RATED WALL, SEE IO/A5.20 IMPROVEMENT THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS OF EXISTING DUPLEX OUTLET APPROXIMATELY 4,985 SQUARE FEET ON THE SECOND OF FIVE FLOORS TOTAL. WORK TO INCLUDE 10300 ONE LINCOLN DEMOLITION, NEW WALLS, DOORS, RELITES, CASEWORK, AND FINISHES. EXISTING QUADPLEX OUTLET TIGARD, OREGON 1 • EXISTING COVERPLATE VALUATION: $58,000 O EXISTING THERMOSTAT EXISTING LIGHT SWITCH F EXISTING FIRE STROBE TO REMAIN UL DFE K �j EXISTING FIRE EXTINGUISHER TO REMAIN NEW DUPLEX OUTLET DESIGN/CODE DATA ,n PO LAND EG NEW DEDICATED OUTLET GOVERNING CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE NEW LIGHT SWITCH WITH OCCUPANCY SENSOR OCCUPANCY: B OF O CONSTRUCTION TYPE: TYPE I-B LINEAR DIRECTION FLOOR TILE LENGTH TENANT AREA: APPROXIMATELY 4,985 SQUARE FEET OCCUPANCY LOAD: 34 MACKENZIE 2020 ® o ®� EXISTING SUPPLY/RETURN VENT TO REMAIN © ALL RIGHTS RESERVED 10 ■ 2 REQUIRED EXITS, 3 EXITS PROVIDED. THESE DRAWINGS ARE THE PROPERTY OF ® EXISTING 2X4 LIGHT FIXTURE TO REMAIN. HATCH INDICATES FIXTURE TO BE ON 24-HR BATTERY MACKENZIE AND ARE NOT TO BE USED BACK-UP IF NOT CURRENTLY BUILDING HAS NFPA SMOKE DETECTION WITH ON SITE EMERGENCY GENERATOR FOR OR REPRODUCED IN ANY MANNER, J FIRE/LIFE/SAFETY BACKUP POWER. WITHOUT PRIOR WRITTEN PERMISSION ® EXISTING 2'X2' LIGHT FIXTURE TO REMAIN. ® EXISTING EXIT SIGN TO REMAIN REVISION SCHEDULE SE SE Delta Issued As Issue Date EXISTING CEILING GRID DEFERRED SUBMITTAL 2 CODE SUMMARY PLAN PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TO BE CONFIRMED THROUGH SEPARATE 2019 OSSC SECTION 107.3.4.1 (BY SEPARATE PERMIT) PERMIT MECHANICAL 0.0 2ND FLOOR NTS ® NEW OR RELOCATED 2'X4' LIGHT FIXTURE. HATCH INDICATES FIXTURE ON 24-HOUR BATTERY ELECTRICAL BACK-UP. PLUMBING e NEW EXIT SIGN EXIT ILLUMINATION PROJECT GENERAL NOTES NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. 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. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT CODE SUMMARY LEGEND INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL SHEET TITLE: C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF DIAGONAL DISTANCE = 103'-8" TITLE SHEET, WORK. ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. J DIAGONAL = 51'-10" (MIN. DISTANCE ALLOWED) CONTACTS VICINITY MAP, D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR — — DISTANCE BETWEEN EXITS: 77'-3" CODE SUMMARY, SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. COMMON PATH OF EGRESS TRAVEL = 32'-8" (75'-0"MAX.) ARCHITECT CONTRACTOR LEGEND AND E. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. EXIT EXIT ACCESS MACKENZIE F. 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 ® ILLUMINATED EXIT SIGN 1515 SE WATER AVE, SUITE 100 RUSSELL CONSTRUCTION GENERAL NOTES 20915 SW 105TH AVE ACCESS FLOOR. PORTLAND, OR 97214 TUALATIN, OR 97062 13. DQ NOT SALE DRAWINGS. SYMBOLS AND REFERENCES CONTACT: LINDSEY CARPENTER CONTACT: DONN STURDIVANT TEL: 503.224.9560 TEL: 503.692.9002 DRAWN BY: TJO H. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. FAX: 503.228.1285 EMAIL: DSTURDIVANT@RUSSELLCONSTRUCTION.COM 1. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD PROJECT NORTH EMAIL: LCARPENTER@MCKNZE.com CCB: 58918 CHECKED BY: LJC, PDK REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. NORTH ARROW TRUE NORTH SHEET: LANDLORD/OWNER J. 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 SHOMATERIALS, BOTH DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR 5335 MEADOWTEINS REALTY SERVICES G0m01 KEYNOTE � 5335 MEADOWS ROAD, SUITE 275 OCCUPANCY BY TENANT. LAKE OSWEGO, OREGON 97035 K. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. SPACE NAME CONTACT: ROB FABIAN L. 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 OFFIC SPACE # TEL: 503.412.4844 JOB NO. ROOM/SPACE IDENTIFICATION 114 EMAIL: RFABIAN@SHORENSTEIN.COM 2190955.20 COORDINATE WITH THE OWNER. EXIST. FLOOR FINISH WALL BASE FINISH PERMIT SET: 11/24/2020 WALL FINISH 219095520\DRAWINGSWRCHITECTURAL\GO.OI.DWG TJO 11/24/20 08:17 1:96.00 GENERAL NOTES DEMOLITION: A. REMOVE EXISTING FLOORING THROUGHOUT. CONTRACTOR TO INSPECT FLOOR CONDITIONS PRIOR t' I TO LEVELING CONCRETE. NOTIFY A/E AND OWNER OF ALL RECOMMENDED IMPROVEMENTS. SKIM _•=�1 ii i i? FLOOR AS REQUIRED TO PREP FOR NEW FLOOR COVERINGS. SEE SHEET A1.10 FOR FINISHES. B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK. ANY Architecture • Interiors :;+ ;;p _= :1 `• CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN THE PLANS SHALL BE Planning Engineering I`---"--"; a �____-____= CALLED TO THE ATTENTION OF THE 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. +411 E. CAP ALL ABANDONED PLUMBLING, ELECTRICAL CONDUIT AND OTHER UNDER SLAB UTILITIES AS +4�- Portland, OR REQUIRED. 503.224.9560 of F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY Vancouver, WA 360.695.7879 COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/DESIGNER. Seattle, WA H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE-USE. 206.749.9993 www.mcknze.com Jill FLOOR PLAN : -== r.=i= A. NEW BUILDING STANDARD CARPET TILE, CPT-1, AND RUBBER BASE, B-1, THROUGHOUT. NEW MACKENZIE. +so" BUILDING STANDARD LVP, LVP-1, AT BREAK CABINETRY, WHERE INDICATED ON PLAN. DESIGN DRIVEN I CLIENT FOCUSED •, B. PATCH AND REPAIR WALLS WHERE AFFECTED BY CONSTRUCTION. PAINT NEW AND EXISTING WALLS THROUGHOUT, P-1, UNLESS NOTED OTHERWISE. C. ALL EXISTING CONDITIONS TO REMAIN, EXCEPT NOTED BELOW. D. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. I '---------------------------- E. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. s F; o rt e s r e t N F. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. S`t'IL_. '""""" '"""""" G. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD '"s, UNLESS NOTED OTHERWISE. #F;* ;m° H. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS NOT BEEN PERFORMED AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS NOT BEEN UPDATED. CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. Project VACANCY SPACE PREP I. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY GENERAL SUITE 275 INTENT ONLY. COORDINATE ELECTRICAUDATA SWITCHING REQUIREMENTS WITH TENANT AND DCK TENANT EPROVIDE DRAWINGS BY DEFERRED SUBMITTAL. K. NO VOC PAINT SYSTEMS TO BE UTILIZED,TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. IMPROVEMENT L. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. 10300 ONE LINCOLN VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY TIGARD, OREGON ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. 1 DEMOLITION PLAN M. ADD SOUND INSULATION IN ALL NEW WALLS. KEYNOTES `� K�c�f� L D 1. PATCH AND REPAIR EXISTING CORRIDOR AS NEEDED, MATCH EXISTING FINISHES TO BUILDING L1 Li Li STANDARD. 2. ALIGN NEW WALL WITH EXISTING WALL. PO LAND EG OFFICE OFFICE OFFICE CONFERENCE OFFICE OFFICE gc�PTT 202 203 204 205 206 3. PROVIDE NEW S-0"WIDE DOOR TO MATCH SUITE STANDARD HEIGHT, SOLID CORE FLUSH WOOD 1 CPT-i CPT-t CPT-1 CPT-1 CPT-1 DOOR WITH NEW 7'-8"WIDE TEMPERED RECITE TO MATCH TENANT BUILDING STANDARD, SEE DETAIL OF -1 P-1 B-1 P-1 B-1 T P-1 B-1 .62+ P-1 B-1 P-1 B-1 6/A5.20. DOOR FRAME TO MATCH ADJACENT/BUILDING STANDARD FRAME, STYLE AND FINISH. HARDWARE TO BE PASSAGE LOCKSET F75 GRADE 1, BUTTS, SEAL, STOPS. RELITE TO BE (3) EQUAL MACKENZIE 2020 PANELS WITHIN FRAME. PROVIDE CLEAR SILICONE CAULKING WHERE GLAZING BUTTS, MAX 8" SPACE © ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF 9 BREAK BETWEEN PANELS. MACKENZIE AND ARE NOT TO BE USED T`*_ 6 5.20 208 Y- 5 2 4. NEW UPPER AND LOWER CABINETRY, BUILDING STANDARD SINK, DISHWASHER, PLUMBING AND OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION LVP-1 3 FLOODSTOPPER. 5. PROVIDE FURRING AT EXISTING RATED WALL, SEE DETAIL 5/A5.20, AS REQUIRED FOR NEW PLUMBING. CREVISION SCHEDULE T — LOFFICE 6. ALIGN FLOORING TRANSITION WITH FINISHED FACE/EDGE OF WALL. 0 0 0 g�07d a Delta Issued As Issue Date 7. PROVIDE 3'-0"WIDE DOOR TO MATCH BUILDING STANDARD CORRIDOR HEIGHT, SOLID CORE FLUSH WOOD DOOR, SEE DETAIL 12/A5.20. DOOR FRAME TO MATCH BUILDING STANDARD CORRIDOR OPEN OFFICE FRAME, STYLE AND FINISH, HARDWARE TO BE CORRIDOR LOCKSET F84 GRADE I, BUTTS, SEAL, STOP, 209 CLOSER. CPT-1 7" P-1 B-1 { 'y T CPT-1 CPid r": � 5'CpT-� E7(IST +60' 60' POST ILJI EXIST S 06 2 SCHEDULE OF INTERIOR FINISHES 7 PL-1: (CABINET FACES) WILSONART, 8216 FAWN CYPRESS, CASUAL RUSTIC W/AEON SHEET TITLE: SERVER DEMOLITION 210 PL-2: (COUNTERTOP) WILSONART, 4879-38 STEEL MESH, FINE VELVET-1 CPLAN PARTIAL PT RB-1: FLEXCO, 092 GRAYSTONE P-1 B-1 JSECOND FLOOR SHAW, 0515V SURFACE, 15114 CASHMERE, 18"X36" INSTALLATION: STAGGER, RANDOM PLAN AND a CPT-1: BENTLEY, 4CIT6 COIN-OP, 401379 AVATAR NOTES INSTALLATION: ASHLAR TS-1: TRANSITION BETWEEN CPT AND LVP-1 ONLY: FUTURA METAL, LVT NO-LIP RAMP, 402021,-1" (3MM DRAWN BY: TJO TO 4.5111 COLOR SILVER, SEE DETAIL 11/A5.20 P-1: (GENERAL PAINT) BENJAMIN MOORE, OC-65 CHANTILLY LACE CHECKED BY: LJ C, PDK DEGK P-2: (ACCENT PAINT) BENJAMIN MOORE, 1594 SHAKER GRAY SHEET: P-3: (ACCENT PAINT) BENJAMIN MOORE, 2144-30 ROSEMARY SPRIG PAINT NOTE: EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATIN WASHABLE FINISH AT A1m10 WALLS. SEMI-GLOSS FINISH AT ALL TOILET ROOM WALLS AND CEILINGS. 2 PARTIAL SECOND FLOOR PLAN FINISH TO HAVE A MASTER PAINTER INDEX OF 3 WITH A GOOD SCRUB RATING AND SHEEN AT 15%-25%AT 60 DEGREES. A1.10 /4"=�'-o" JOB NO. 2190955.20 PERMIT SET: 11/24/2020 219095520\DRAWINGSWRCHITECTURAL\A1.10.DWG TJO 11/24/20 08:23 1:96.00 �- GENERAL NOTES A. EXISTING SAT AND GRID TO REMAIN. CONTRACTOR TO CONFIRM MAIN GRIDLINE THROUGHOUT SUITE. IF PROPOSED LIGHTING LAYOUT DISRUPTS MAIN GRIDLINE, CONTRACTOR TO PROVIDE ■ T\ I S r\ I S\ \ ALTERNATE LIGHTING LAYOUT FOR LANDLORD APPROVAL. B. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-6":t (EXISTING) AFF, UNLESS NOTED OTHERWISE. C. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 1/A5.20. Architecture IN Interiors ® D. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING Planning • Engineering PENETRATIONS IN CENTER OF 2x2 PORTION OF 2x4 TILE, UNLESS NOTED OTHERWISE. E. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS WILL BE BY DEFERRED SUBMITTAL. I TYP F. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. FS \ / \ / I FS CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. e G. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH Portland,OR $ c c c a0 0 EXISTING. 503.224.9560 F H. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO Vancouver, WA To BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE 360.695.7879 ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR ` TO REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY Seattle, WA n CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE 206.749.9993 SPACE. CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL www.mcknze.com CONSTRUCTION AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND APPROVED BY LOCAL JURISDICTION THROUGH DEFERRED SUBMITTAL. MACKENZIE. KEYNOTES DESIGN DRIVEN I CLIENT FOCUSED F � 1. EXISTING GRID AND SAT TO REMAIN. 2. NEW OR RELOCATED LIGHT FIXTURE. RELOCATED IF FEASIBLE AND PROVIDE NEW AS REQUIRED. IL I NEW LIGHT FIXTURES MATCH EXISTING SUITE 271 STANDARD 2X4. CONFIRM WITH SPECIFICATION WITH LANDLORD. S H O R E S T E I N 3. PATCH AND REPAIR EXISTING CORRIDOR AS NEEDED, EXTEND EXISTING CEILING GRID AS REQUIRED BY CONSTRUCTION. CONTRACTOR TO CONFIRM ALIGNMENT IN THE FIELD. 4. PROVIDE NEW EXIT SIGN AS REQUIRED BY NEW EXIT PATH. T ? TT FS Project VACANCY SPACE PREP / SUITE 275 DEGK TENANT IMPROVEMENT 10300 ONE LINCOLN TIGARD, OREGON 1 DEMOLITION REFLECTED CEILING PLAN ULD K C� ��PO LAND EG X, V xx OF 0 C MACKENZIE 2020 O ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED 4 ® OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 4/ REVISION SCHEDULE zsb S Delta Issued As Issue Date IZZA 3 F F SHEET TITLE: DEMOLITION REFLECTED CEILING PLAN, 2 TYP REFLECTED CEILING PLAN AND NOTES DRAWN BY: TJO DEGK CHECKED BY: LJC, PDK SHEET: 2 REFLECTED CEILING PLAN A1 . 20 1 JOB NO. 2190955.20 PERMIT SET: 11/24/2020 219095520\DRAWINGS\ARCHITECTURALVA1.20.DWG TJO 11/24/20 08:19 1:96.00 FLOOR OR ROOF STRUCTURE * 1 LINCOLN STUD SIZE: 2'¢" 33 MIL 3-1/2" METAL POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT WALLS, FASTEN STUD BRACING TO FLOOR CLOSURE ANGLE W/ #6 SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUCTURE AT 8'-0" OC STRUT STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER BERC 2WALL ANGLE LIMITING WALL HEIGHT TABLE WITH (2) #8 SHEET CLIP 8" MAX. METAL SCREWS AT EACH ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS WITHIN 8" OF INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 ® 5psf END. BRACING TO BE PERIMETER PROVIDED WHERE LATERAL BRACING WITH APPROVED VERTICAL COMPRESSION STRUT AT D DESIGNATION SPACING MAX WALL HEIGHT DISTANCE BETWEEN 12'-0" OC EA WAY ° MAIN RUNNER PERPENDICULAR COUNTERSLOPE HANGERS IF MORE THAN 1: 6 OUT OF PLUMB250SI25-18 24" 8'-4" Q .D` INTERSECTING WALLS OR e 250S125-18 16" 9'-7" HORIZONTAL BRACING Architecture ■ Interiors �" 2" 4 BETWEEN WALLS EXCEEDS Planning ■ Engineering ao 250SI25-27 24" 9'-10" 8'-0" OC 9 9 9 250S125-18 16" 11'-3" 3" SOUND ATTENUATION OO "ATTACHED 3625125-18 24" 13'-5" BATT. 4'-0" CENTERED ON WALL" °, WALL WHERE NOTED. 362S125-18 16" 14'-4" SUSPENDED SECURE ALL HANGERS TO BLDG O CEILING CUT TILE FOR TIGHT FIT Portland, OR STRUCTURE. TRAPEZE DUCT 3625162-33 16" 16'-5" AT WALLS WORK AND OTHER LARGE A CELM EDGE AT WALL GYPSUM BOARD CASING BEAD USG 200-A 503.224.9560 NOTE: FOR UNATTACHED WALLS PROVIDE A 3625162-43 16" 18'-0" Vancouver, WA r OBSTRUCTIONS _ EACH SIDE 3 4" GAP BETWEEN EDGE OF ANGLE AND CLIP 360.695.7879 CROSS RUNNERS FIT BETWEEN MAIN RUNNERS / 600S162-33 16" 24'-6" $ -- DO NOT SCREW BERC 2 CLIP TO TRACK Seattle, WA INTERIOR NON STRUCTURAL NON—COMPOSITE WALLS SOUND ATTENUATION 206.749.9993 A MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 WIRE AT 4'-0" OC WITH CERAMIC *nLE FACING L/360 @ 5psf INSULATION PER PLAN www.mcknze.com 6'-0" MAX OR WITH 110 WIRE AT 5'-0" OC EA WAY METAL STUDS. LENGTH SEE 3/A5.20 FOR BOTTOM TRACK TO FINISH LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC EA TABLE MAX. DESIGNATION SPACING MAX WALL HEIGHT SIZE AND SPACING FLOOR WITH POWDER M AC K E N Z I E . WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND 2" FROM 112" DIA CONDUIT EMT 5'-10" 362S125-18 16" 12'-4" x DRIVEN ANCHORS AT DftIQM DRIVEN I CLIENT FOCUSED CROSS MEMBER IN AREAS GREATER THAN 1,000 SF 3 4" DIA CONDUIT EMT 7'-8" 4'-0" O.C. 1" DIA CONDUIT EMT 9'-9" 3625125-33 16" 14'-3" NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN APPROVED TYPE AND SGL 162S125-33 MTL STUD 1-5 8"X20GA 12'-0" v CONTINUOUS ACOUSTIC HAVE A 180# CAPACITY. ALL LATERAL BRACING WIRES TO HAVE A 200# CAPACITY. SEALANT EACH SIDE ACK TO BACK 1 5-33 MIL STUDS -5 8"X20GA) 15'-0" WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH SUSPENDED CEILING BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. m AGAINST TRACK ASTME580 ACK TO BACK 50 1 5-33 MTL STUDS -1 GA 15'-0" o CONCRETE SLAB 0 1 SUSPENDED CEILING BRACING 3 WALL HEIGHT TABLE _ S H O R E S T E I N I 4 WALL - TO UNDERSIDE OF GRID A5.20 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER 1'-0"=1'-0" z A5.20 Q A5.20 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. 13" CLR. (2) ADJUSTABLE 13" CLR. (2) ADJUSTABLE U.N.0.7 MELAMINE SHELVES U.N.O. MELAMINE SHELVES Project GYPSUM BOARD WALL AS PLASTIC LAMINATE FACE PLASTIC LAMINATE FACE VACANCY SPACE PREP — — — — — — OCCURS > -- -� [STANDARD WIRE PULL], > ( I SUITE 275 EXISTING DOUBLE STUD AT JAMB, L`' TYPICAL TENANT FACE OF WALL TO w w [STANDARD WIRE PULL], MATCH EXISTING 4 TYPICAL w TYPICAL IMPROVEMENT w r I 10300 ONE LINCOLN TIGARD, OREGON EXISTING WALL ASSEMBLY HOLLOW METAL FRAME > 25" TOP PLASTIC LAMINATE x LU w COUNTER TOP WITH 4" U.N.O. Lu25" TOP BACK SPLASH ' 1/4" MAX AIR SPACE bi 1'-5" MAX PLASTIC LAMINATE 4" w U.N.O. D BACKSPLASH, RETURN AT w SIDE SPLASH WHERE TO FAUCET END WALL CONDITIONS cwn OCCURS ftLANDEG CONTROLS -METAL STUDS. REFER TO z - DRAWER PER ELEVATION 5/A5.20 FOR SIZE AND J 1/4" TEMPERED RELITE i0 WRAP ALL EXPOSED PIPE SPACING a AS OCCURS, PROVIDE ixa PER CODEw w "C" CHANNEL AT TOP (1) ADJUSTABLEALAND BOTTOM 8» > I MELAMINE SHELF, NO5/8" GYPSUM BOARD z Z o Y w — DRAWER OR SHELF AT j SINK LOCATION PLASTIC LAMINATE Y w WALL PER PLAN FACE wo PLASTIC LAMINATE © MACKENZIE2020 L I I FACE N ATTACHED TOE-KICK " I ALL RIGHTS RESERVED 6" RUBBER BASE THESE DRAWINGS ARE THE PROPERTY OF m AFF, WITH RUBBER BASE Z MACKENZIE AND ARE NOT TO BE USED ` — d. OR REPRODUCED IN ANY MANNER, s WITHOUT PRIOR WRITTEN PERMISSION c� 3 a 2'-0" 3 a O ¢I . I REVISION SCHEDULE 5 WALL - FURRING u,- 6 DOOR - HOLLOW METAL SIDELIGHT ' 7 CABINET SECTION w s CABINET SECTION w Delta Issued As Issue Date A5.20 3 =1 -D a A5.20 HEAD SIMILAR 3"=1'-0" a A5.20 ADA SINK WITH ATTACHED TOE KICK 3/4"=1'-0" a A5.20 TYPICAL 3/4"=1'-0" � U U NOTES: I D. CONTRACTOR TO PROVIDE DEDICATED FIRE SAFING AT RATED A. FINISH ENDS, TYP OUTLET FOR STAINLESS STEEL GE WALLS BETWEEN FLUTES, B. CONFIRM REQUIREMENTS AND SIZES FOR ALL #GDT226SSLSS ADA DISHWASHER NO FIRE SAFING EQUIPMENT/APPLIANCES PRIOR TO E. SHIM AS REQUIRED REQUIRED AT DEMISING, CONSTRUCTION OF CABINETRY F. ALL CABINET FACES AND DOORS, PL-1 ° 4 NON—RATED WALLS SOUND ATTENUATION C. ALL COUNTER TOPS, EDGES, AND G. ALL EXPOSED EDGES AT DOORS AND ° ° ° BATT AS OCCURS BACKSPLASHES, PL-2 SHELVING TO BE P-LAM TO MATCH ADJACENT METAL DECK VERTICAL SURFACES GYPSUM BOARD WALL AS I CONTINUOUS 18 GAUGE OCCURS METAL PLATE FASTENED 7 8 5 8" TYPE 'X' TO DECK @ 2'-0" O.C., CARPET AS SPECIFIED - / ,,, SHEET TITLE: 5.20 5.20 GYPSUM BOARD z STAGGERED `* MIN INTERIOR EACH SIDE WITH FIREDAM SPRAY OR FIRE TANDUS/CENTIVA DOUBLE STUD AT JAMB, ALIGNW/ LOWERS i" TYPE 'S' SAFING SEALANT EACH METAL EDGE TRANSITION TYPICAL DETAILS AND 5'-0" 7_g ± REFRIGERATOR, NIC DRYWALL SCREWS SIDE OF TRACK CEILING (2) EQ (3) Eq VERTICAL 8" O.C. AT DEFLECTION HEAD WITH LUXURY VINYL TILE AS AL JOINTS 1/2" DEFLECTION SPACE SPECIFIED HOLLOW METAL FRAME ELEVATIONS AND 12" O.C. AT (DO NOT FASTEN STUDS FLOOR AND OR GYPSUM BOARD TO INTERMEDIATE RUNNER) — STUDS (GAUGE — — — lit 11/111111)tf INSULATE EXPOSED PIPES FILE NO. WP SOUND ATTENUATION PER ADA CODE 1200) INSULATION AS OCCURS EXISTING FLOOR SLAB a DRAWN BY: TJO q BOTTOM TRACK TO FINISH °aa N PROVIDE DISHWASHER FLOOR WITH POWDER a ' ,a ° :77, CHECKED BY: IJC, PDK 20 GAUGE DRIVE AN HORS AT INTEGRATED TOE KICK / N Cx3 1 2 ' METAL 4'-0" O.C. STUDS ® 2'-0" ° ° ° SHEET: I O.C, UNLESS CONTINUOUS ACOUSTIC NOTED SEALANT EACH SIDE 5'-0" 2'-9" Z-0" 3'-0"± 3'-4" OTHERWISE AGAINST TRACK NO o w A5 . 2 (2) EQ CLR CLR SEALANT AT SIMILARCr 16 1•+ Y 1/2" MAXCONCONDCRETE SLAB ITION ~ 12 DOOR HOLLOW METAL I VIF ¢ � JOB NO. � = F- A5.20 HEAD SIMILAR 3"=1'-0" 0 2190955.20 A5.20 CABINETRY ELEVATION ,/4»=,._Q» ml A5.20 10 HOUR WALL 3"=,'_D' A6 20 TRANSITION AT LVT-1 _D„=,,-D o @BREAK 208 DECK PERMIT SET. 11/24/2020 w 3 0 219095520\DRAWINGSWRCHITECTURALVA5.20.DWG TJO 11/24/20 08:19 1:1.00