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Plans (26) BUP2020 -00245 OFFICE COPY - — --- VACANCY SPACE PREP RECEIVED - .w�.•...0 t. ...�.. .. _ . _ NOV 2 5 2020 ��������� CITY OF TIGARD � 0 emucnaEDvumRxi BUILDING DIVISIC [IMLLWI - - = TENANT IMPROVEMENT VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT Architecture • Interiors BASED ON CONSTRUCTION Planning • Engineering • 6�0 a {�{ i( � SUITE 650 DAOTASHALLNOTPREVE TS AND OTHERT i p l THE CODE OFFICIAL FROM LINCOLN TOWER REOFIERRORS.O SC CORRECTIONRING THE 5.4 spm Portland, OR 503.224.9560 SITE 10260 SW GREENBURG RD , Vancouver, WA�. OFFICE COPY 95.7879 TIGARD OREGON Seattle, WA l CIT'1' QF TIGARD., 206.749,9993 YW• REVIEWED FOR CODE COMPLIANCE www.mcknze.com Approved: ] �11 111111111144111111111 . iwiCTURED RWM [ ] m ARCHITECTURAL LEGEND OTC: MACKENZIE. t#• • DESIGN DRIVEN I CLIENT FOCUSED ° _ - c -, EXISTING CONSTRUCTION TO BE DEMOLISHED Address: O /� Mir Client evi uY< SW Oak Sh M Suite #: l r� o EXISTING WALL TO REMAIN By: Date: — ° 26 �o'o-ibv -. •cL—.Lid.) o EXISTING 1-HOUR RATED WALL TO REMAIN 1 VICINITY MAP EXISTING 2-HOUR RATED WALL TO REMAIN INDEX OF D RAW I N G S S H O R E s T E I N ® EXISTING DEMISING TO REMAIN GENERAL Q,Q NOT TO SCALE AREA OF WORK CODE SUMMARY LEGENDNEW WALL TO UNDERSIDE OF CEILING, SEE 4/A5.20 G0.01 TITLE SHEET, SITE PLAN, CODE SUMMARY, LEGEND,AND NOTES ® FUA EXISTING FLUSH FLOOR POWER AND DATA LOCATION ARCHITECTURAL A1.10 DEMOLITION PLAN AND NOTES EXIT EXIT ACCESS EXISTING DUPLEX OUTLET A1.11 PARTIAL SIXTH FLOOR PLAN, FINISH SCHEDULE AND NOTES Project ® ILLUMINATED EXIT SIGN A1.12 DEMOLITION REFLECTED CEILING PLAN, REFLECTED CEILING PLAN AND NOTES VACANCY SPACE PREP EXISTING OUADPLEX OUTLET A5.20 INTERIOR ELEVATIONS AND DETAILS SUITE 650 ® � FIRE EXTINGUISHER LOCATION IL EXISTING DATA/PHONE ROUGH IN LOCATION TENANT AREA OF WORK EXISTING COVERPLATE SCOPE OF WORK IMPROVEMENT• ® � DIAGONAL DISTANCE = 171'-0" (D T THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS OF EXISTING THERMOSTAT LINCOLN TOWER APPROXIMATELY 7,447 SQUARE FEET ON THE SIXTH OF TWELVE FLOORS TOTAL.WORKTO INCLUDE 10260 SW GREENBURG RD. ® 1 DIAGONAL = 57'-0" $ EXISTING LIGHT SWITCH DEMOLITION, NEW WALLS, UPGRADED RELITES, LIGHT FIXTURES,AND FINISHES. TIGARD, OREGON EXIT — — DISTANCE BETWEEN EXITS:65'-9" PTE EXISTING PUSH TO EXIT VALUATION: $100,000 COMMON PATH OF EGRESS TRAVEL= 86-6" 4 4 EXISTING CARD READER DESIGN/CODE DATA ��� Ake Nr7; EXISTING BASE FEED GOVERNING CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE FE EXISTING FIRE EXTINGUISHER OCCUPANCY: B ~ P LKWRD., LIG \ a CONSTRUCTION TYPE: TYPE 1-B FS EXISTING FIRE STROBE TENANT AREA: APPROXIMATELY 7,447 SQUARE FEET OCCUPANCY LOAD: 50 NEW DUPLEX OUTLET NEW DEDICATED OUTLET 2 REQUIRED EXITS, 2 EXITS PROVIDED. r BUILDING IS FULLY SPRINKLED AND HAS NEPA SMOKE DETECTION WITH ON SITE EMERGENCY OF O�- L_rt_ I NEW LIGHT SWITCH WITH OCCUPANCY SENSOR GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. EXISTING CEILING GRID DEFERRED SUBMITTAL C MACKENZIE 2020 NEW CEILING GRID AND TILE, SEE 1/A5.20 � ALL RIGHTS RESERVED Z CODE SUMMARY 2019 OSSC SECTION 107.3.4.1 BY SEPARATE PERMI THESE DRAWINGS ARE THE PROPERTY OF o EXISTING SUPPLY/RETURN VENT TO REMAfN T)( MACKENZIE AND ARE NOT TO BE USED FIRE SPRINKLER OR REPRODUCED IN ANY MANNER, FIRE ALARM WITHOUT PRIOR 0,0 6TH FLOOR NTS ° EXISTING SPRINKLER HEAD TO REMAIN MECHANICAL WRITTEN PERMISSION ® EXISTING SPEAKER ELECTRICAL PLUMBING REVISION SCHEDULE e EXISTING EXIT SIGN EXIT ILLUMINATION Delta Issued As Issue Date EXISTING 2X4 LIGHT FIXTURE TO BE REMOVED PROJECT GENERAL NOTES - - NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. EXISTING SPRINKLER HEAD TO BE RELOCATED THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO 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. O EXISTING CAN LIGHT FIXTURE TO BE REMOVED ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION,AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. EXISTING 2X2 LIGHT FIXTURE TO BE REMOVED CONTACTS C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF ® ® 24-HR BATTERY BACKUP ARCHITECT CONTRACTOR NEW BUILDING STANDARD LITHONIA 2ALL4 2X4 LIGHT FIXTURE. HATCH INDICATES FIXTURE ON WORK. ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR e NEW EXIT SIGN MACKENZIE RUSSELL CONSTRUCTION PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TO BE CONFIRMED BY ELECTRICAL 1515 SE WATER AVE, SUITE 100 20915 SW 105TH AVE SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. ENGINEER THROUGH SEPARATE PERMIT PORTLAND, OR 97214 TUALATIN, OR 97062 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 SYMBOLS AND REFERENCES CONTACT: LINDSEY CARPENTER CONTACT: DONN STURDIVANT TITLE SHEET, TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT,THE HIGHEST COST OPTION SHOULD BE PRICED. TEL: 503.224.9560 TEL: 503.692.9002 SITE PLAN, FAX: 503.228.1285 EMAIL: DSTURDIVANT@RUSSELLCONSTRUCTION.COM F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. PROJECT NORTH EMAIL: LCARPENTER@MCKNZE.COM CCB: 58918 CODE G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FIFE) REFER TO FINAL FINISHED FLOOR ELEVATION, WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED NORTH ARROW TRUE NORTH LANDLORD/OWNER SUMMARY, ACCESS FLOOR. LEGEND AND FILLED ARROW SHORENSTEIN REALTY SERVICES H. DO NOT SCALE DRAWINGS. CDETAIL# 5335 MEADOWS ROAD, SUITE 275 NOTES INTERIOR ELEVATION LAKE OSWEGO, OREGON 97035 I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. KEY MARK ET# CONTACT: ROB FABIAN DRAWN BY: KGB J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD -CATEGORY TEL: 503.412.4844 REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. GORY EMAIL: RFASIAN@SHORENSTEIN.COM CHECKED BY: MRT, PDK 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 ANYKEYNOTE 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 SPACE NAME OCCUPANCY BY TENANT. OFFIC SPACE # G0m01 ROOM/SPACE IDENTIFICATION p L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. EFLOOR FINISH WALL BASE FINISH 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 WALL FINISH JOB NO. COORDINATE WITH THE OWNER. ALIGN FACE OF FINISH WITH 2190954.26 FACE OF FINISH FLOOR FINISH LINEAR SIZE PERMIT SET: 11/24/2020 INSTALL DIRECTION 219095426\DRAWINGS\ARCHITECTURAL\26-G0.01.DWG KGB 11/24120 07:43 1:96.00 I im Architecture IS Interiors Planning ■ Engineering Portland, OR 503.224.9560 Vancouver, WA 360.695.7879 Seattle, WA 206.749.9993 • www.mcknze.com +44 T T T T X04 .5� MACKENZIE. sz DESIGN DRIVEN I CLIENT FOCUSED e A e R T g A a Client -------4------------ ---•-------b-------t==== TYR TYP. SHORE STE t N _._____.______ ------------ , ._____________________________________. _ I %$jl jyll L 'y .i 1: +y - a !ti , !S t,56 p, ✓; A -52 k�-'A;,5I ,to b T F°i +a4: J I _ t� 1 • J�- 's'44: __ Ds:' as rl i� T Project ___ PACE PREP __________________ _______________ __ tl _ ,, ';�r ' SUITE 650 _ __________ _ 3 TENANT I; II IMPROVEMENT I, T • _ B; ;- , LINCOLN TOWER Is, 10260 SW GREENBURG RD. ITIGARD, OREGON P' 44 • T P L . KI LIG C'1 1 DEMOLITION PLAN 1 .1 1/8"=1'-0" POR D, 0 G OF0"i C MACKENZIE 2020 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISION SCHEDULE Delta Issued As Issue Date GENERAL DEMOLITION NOTES A. REMOVE EXISTING FLOORING THROUGHOUT. PATCH, REPAIR AND PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES. SEE SHEET A1.11 FOR FINISHES. B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR 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 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. SHEET TITLE: E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB UTILITIES AS REQUIRED. DEMOLITION F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. PLAN AND G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE NOTES ARCHITECT/DESIGNER. H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE-USE. KEYNOTES 1. REPLACE ALL EXISTING THREE-PANELED RELITES. MAINTAIN EXISTING DOOR, IF FEASIBLE. DRAWN BY: KGB CHECKED BY: III PDK SHEET: A1 . 10 JOB NO. 2190954.26 PERMIT SET: 11/24/2020 219095426\DRAWINGSWARCHITECTURAL\26 A1.10.DWG KGB 11/23/20 16:37 1:96.00 Architecture • Interiors Planning • Engineering tat T T TF OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE ICE OFFICE OFFICE OFFICE 605 606 pfi 608 +52 � �� 610 P611 612 613 614 615 616 CPT-1 CPT-1 CPT-1 52 L =i'-'I • PT-1 -1 • CPT-1 CPT-i CPT-iCPT-1 CPT-1 POrtlanCl, OR P RB g d P RB 8 A P RB P RB RB P RB A P RB A P RB P RB tl P RB 503.224.9560 -64 CONFERENCE Vancouver, WA / 1 609 360.695.7879 O CPT-11170 C RB Seattle, WA -R sd 206,749 9993 2 0 2 OFFICE TYP. I TYP. OFFICE www.mcknze.com pP RB PT_ 617 MACKENZIE . PT-1 CPT-1 P RB 3 DESIGN DRIVEN I CLIENT FOCUSED D OPENO FFICEOPEN OFFICE Client 1 p22 1 OFFICE T P-2 5 PT-1 I , pTRB V 2 618 T • RB I/ p PT-1TYP. RB BREAK d P-2 =LVP21 �J 6 ° S H O R E S T E I N OPEN OFFICE OFFICE GPT-' 620 PPR 7 &NTRY ; T- A5.2047 117 ® CpT-1 4 ® P Re OPEN OFFICE P23 tHALL -. Project • T-1 T VACANCY SPACE PREP RB SUITE 650 TENANT CPT-1 IMPROVEMENT 1 PARTIAL SIXTH FLOOR PLAN E oisr GPT-'exlsr LINCOLN TOWER 10260 SW GREENBURG RD. 1 .1 1/8"=1'-0" TIGARD, OREGON Pvr . KIIUG GENERAL NOTES FINISH GENERAL NOTES A. ALL EXISTING CONDITIONS TO REMAIN, EXCEPT NOTED BELOW. A. NEW BUILDING STANDARD CARPET TILE AND RUBBER BASE THROUGHOUT. NEW BUILDINGS STANDARD LVP AT ENTRY AND BREAK. t fl P 0 R D. 1 G B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. B. PATCH AND REPAIR EXISTING WALLS WHERE AFFECTED BY NEW CONSTRUCTION. PAINT NEW AND EXISTING WALLS THROUGHOUT. f� C. PAINT NOTE: LOW VOC LATEX PAINT TO BE USED. EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATIN WASHABLE FINISH AT C. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. WALLS. SEMI-GLOSS FINISH AT ALL TOILET ROOM WALLS AND CEILINGS. FINISH TO HAVE A MASTER PAINTER INDEX OF 3 WITH A GOOD OF SCRUB RATING AND SHEEN AT 15%-25%AT 60 DEGREES. D. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. E. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD © MACKENZIE 2020 ALL RIGHTS RESERVED UNLESS NOTED OTHERWISE. THESE DRAWINGS ARE THE PROPERTY OF F. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, PERFORMED (ON 05/07/2019, WHILE OCCUPIED) AND PLAN, ELECTRICAL AND CEILING INFORMATION WITHOUT PRIOR WRITTEN PERMISSION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO SCHEDULE O F INTERIOR FINISHES FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. REVISION SCHEDULE G. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA SWITCHING REQUIREMENTS WITH TENANT AND PL-1: (CABINET FACES) WILSONART, 8211 K-28 PHANTOM PEARL, GLOSS LINE W/AEON Delta Issued As Issue Date PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. PL-2: (COUNTERTOP) FORMICA, 961-58 FOG, MATTE K. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. RB-1: FLEXCO, 01 BLACK DAHLIA L. ALL DIMENSIONS SHOWN AS PLUS/MINUS (t) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY LVP-1: PATCRAFT, 1420V TIMBER GROVE II, 07005 COURTYARD, V2, 6"X48", INSTALLATION: ASHLAR ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. M. ADD SOUND INSULATION IN ALL NEW WALLS. CPT-1: GENERAL CARPET, Bentley, 4CIT6 COIN-OP, 401378 GHOST NINJA, INSTALLATION: ASHLAR TS-1: TRANSITION BETWEEN CPT AND LVP ONLY: FUTURA METAL, LVT NO-LIP RAMP, 402021,B" (3MM TO 4.5MM), COLOR SILVER P-1: BENJAMIN MOORE, OC-65, CHANTILLY LACE CARPET AS SPECIFIED P-2" MILLER PAINT, 0506 OCEAN STORMS SHEET TITLE: KEYNOTES TANDUS/CENTIVA PARTIAL SIXTH METAL EDGE TRANSITION FLOOR PLAN , 1. ALIGN NEW WALL WITH EXISTING WALL. 2. PROVIDE NEW BUILDING STANDARD INTEGRAL FRAMED 2'-0"WIDE RELITES. CONFIRM FINAL LUXURY VINYL TILE AS FINISH SPECIFICATION WITH LANDLORD. MAINTAIN EXISTING DOOR, IF FEASIBLE. PROVIDE NEW AS SPECIFIED SCHEDULE AND REQUIRED. SEE DETAIL 3/A5.20. 3. PROVIDE NEW BUILDING STANDARD FULL GLAZED DOOR, HARDWARE AND 16'-0"± WIDE BUTT NOTES GLAZED RELITE. ASSUME (5) EQUAL PANELS. PROVIDE CLEAR STRUCTURAL SILICONE CAULKING WHERE GLAZING BUTTS TOGETHER AND AT ADJACENT GYPSUM WALL. PROVIDE BRACING AS EXISTING FLOOR SLAB REQUIRED. SEE DETAILS 5,6,9,10/A5.20. 4° ea.a. e v DRAWN BY: KGB 4'a a 4. NEW UPPER AND LOWER CABINETRY, BUILDING STANDARD DISHWASHER, SINK, FLOODSTOPPER AND a < n PLUMBING. FUR OUT WALL IF REQUIRED TO ACCOMMODATE NEW PLUMBING. CHECKED BY: MRT, PDK ° 5. ALIGN EDGE OF LVP WITH EDGE OF WALL/COLUMN. SEE DETAIL 2/A1.11. a e < < SHEET: 6. EXISTING ELECTRICAL PANEL TO REMAIN. PREP TO RECEIVE NEW PAINT, PAINT P-1 TO MATCH ADJACENT WALL. Almll z TRANSITION AT LVT-1 JOB No. 2190954.26 1 .1 ''-0"=l'-P1ERMIT SET: 11/24/2020 219095426\DRAWINGSWRCHIfECTURAL\26 A1.11.DWG KGB 11/23/20 16:37 1:96.00 -------------------- Architecture mInteriors Planning Engineering Portland, OR 503.224.9560 Vancouver, WA 360.6957879 Seattle, WA 206.749 9993 VVVVw.NMckOze.cC>A0 �� � �� �� � �U �� � � N�'Q���ww^ N�� ��. N�� ��� � N�. " , DESIGN DRIVEN / CLIENT FOCUSED Client 1217 FFFFN Rolm 2 sxom s IS Ts x m DEMOLITION REFLECTED CEILING PLAN p/ui««t VACANCY SPACE PREP SUITE 650 TENANT IMPROVEMENT LINCOLN TOWER �T < ,Vr)JOReD, 14413, mACKENDE2020 "' ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY op mACxENZ|EAND ARE NOT T08EUSED �71 7-7ORREPRODUCED|wANY MANNER,m/|THOUTPR|URVVR|TTENPERM|88|0N FF REVISION SCHEDULE A) 6e' 4! Delta Issued As Issue Date X I REFLECTED CEILING PLAN //» = / '« SHEET TITLE: DEMOLITION REFLECTED CEILING PLAN, �*�~o�~no`�v�p n- u~��n`�, GENERAL NOTES KEYNOTES REFLECTED CEILING PLAN A. SUSPENDED A(�OUST|CALTILE (�E|L|NGSAT8'-11"�� (E0ST|NG) AFF, UNLESS NOTED OTHERVV|GE. ����Uu�no�m�� n- u�*�V�N B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL I/A5.20. 1. EXISTING SAT MAIN GRIDLINE, TYPICAL, ASIDENTIFIED DURING SITE OBSERVATION. OBSERVATION |S � ���� ��o���� C. (�ENTERALL DOVVNLIGHTS, FIRE SPRINKLER HEADS, 8��OKEDETECTORS AND ALL OTHER {�E|L|NG L|K�|TEDTOVISIBLE |DENT|F|CAT0NOFCONSISTENT ��A|NUNES. /\NYVARIATIONS TOBE ��U�N�� U�N�� � ���� PENETRATIONS |NCENTER OF2x2TILE, UNLESS NOTED OTHERWISE. CONFIRMED ONSITE BYCONTRACTOR. DRAWN BY: KGB D COORDINATE � D. ' 2 REk�OVEGYP8Uk� SOFF|TANDPREPFORNEVYGR|OANDT|LE� DEFERHEDSU8��|TTAL � E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. 3. REMOVE ALL LIGHT FIXTURES THROUGHOUT. REPLACE CEILING TILES TOMATCH SUITE STANDARD CHECKED BY: MRT. PD& CONTRACTOR |SRESPONSIBLE TOPROGRAM THE OVERRIDE HVAC BUTTON. AS REQUIRED. F. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH SHEET- EXISTING. 4 PROVIDE NEYVGRID/\NDTILE TO ��AJCHSUITE STANDARD VVHEHESOFFIT HAS BEEN RE��OVED ALIGN VV|THEXISTING ADJACENT GR|[�AND T|LE� NOTIFY DVYNER |FEXISTING CON0T0NSPROHIBIT G. L|GHT|NG �0Y]UT |SSHO�NFORPREL|��|NARYDES|GN |NTENTONLY� F|NALL|GHT|NGLAYOUTTO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE THE NEW GRID AND TILE TDBEFLUSH AND ALIGN WITH EXISTING. «� ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE |NCE|UNGELECTR|CALCONTRACTOR UN U0 � 5� PROVIDE A °" UN .� TOREV|EVVALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OFANY THROUGHOUT. � SPACE. CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL 6. RELOCATE EXISTING CEILING COMPONENTS, AS REQUIRED AND WHERE AFFECTED BY NEW JOB NO. CONSTRUCTION AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE LIGHTING LAYOUT. ��^0��������»M ���� REV|EYVED/\NDAPPR0VEDBYLOC/\LJUR|SD|CT|ONTHROUGHDEFEHREDSU8K�|lTAL °� " `~"~`~~, ""="~° PERMIT SET: 11/24/2020 u10000426\onxvv|masu\po*|TscTu*ALuo-A1.1e.ovvoKGB ,1/x3/2o `o:3o1:o60o FLOOR OR ROOF STRUCTURE 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 GYPSUM BOARD WALL AS WITH (2) #8 SHEET CLIP 8" MAX. METAL SCREWS AT EACH ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS WITHIN 8" OF OCCURS \ / END. BRACING TO BE PERIMETER DOUBLE STUD AT JAMB, PROVIDED WHERE Imm LATERAL BRACING WITH APPROVED VERTICAL COMPRESSION STRUT AT , °, MAIN RUNNER TYPICAL DISTANCE BETWEEN 12'-0" OC EA WAY 0PERPENDICULAR COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB p o� INTERSECTING WALLS OR Architecture IS Interiors HORIZONTAL BRACING �2" 4 BETWEEN WALLS EXCEEDS Planning ■ Engineering 8'-0" OC 0 MATCH BUILDING 3" SOUND ATTENUATION OO "ATTACHED ` �� . STANDARD BATT. 4'-0" CENTERED ON WALL" 0 WALL WHERE NOTED. SUSPENDED a CEILING CUT TILE FOR TIGHT FIT Portland, OR A SECURE ALL HANGERS TO BLDG STRUCTURE. TRAPEZE DUCT AT WALLS 503.224.9560 C13NNG EDGE AT WALL WORK AND OTHER LARGE A GYPSUM BOARD CASING BEAD USG 200-A Vancouver,WA NOTE: FOR UNATTACHED WALLS PROVIDE A OBSTRUCTIONS Z EACH SIDE 360.695.7879 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP W a 1/4" TEMPERED RELITE CROSS RUNNERS FIT BETWEEN MAIN RUNNERS I- -1 Seattle,WA •��� -- DO NOT SCREW SERC 2 CLIP TO TRACK J a AS OCCURS, PROVIDE 206.749.9993 W W "C" CHANNEL AT TOP SOUND ATTENUATION A MAIN RUNNERS AT 4'=0" OC SUPPORT WITH #12 WIRE AT 4-0 OC U) AND BOTTOM INSULATION PER PLAN www.mcknze.com 6'-0" MAX OR WITH #10 WIRE AT 5'-0" OC EA WAY METAL STUDS. LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC EA TABLE MAX. LENGTH SEE 12/A5.20 FOR BOTTOM TRACK TO FINISH M AC K E N Z 1 E. WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND 2" FROM 1/2" DIA CONDUIT EMT 5'-10" SIZE AND SPACING FLOOR WITH POWDER I'- DESIGN DRIVEN I CLIENT tOCUffiD CROSS MEMBER IN AREAS GREATER THAN 1,000 SF x DRIVEN ANCHORS AT 3 4" DIA CONDUIT EMT 7'-8" WALL PER PLAN 4'-O" 0.C. Client NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN APPROVED TYPE AND DIA CONDUIT EMT 9'-9" SGL 162S125-33 MTL STUD 1-5 8"X20GA 12'-0" N CONTINUOUS ACOUSTIC HAVE A 180# CAPACITY. ALL LATERAL BRACING WIRES TO HAVE A 200# CAPACITY. _ _ _ 11 BACK TO BACK I- SEALANT EACH SIDE SUSPENDED CEILING BRACING TO COMPLY WITH ASCET ASTMC635, ASTMC636 AND _33 MTL STUD _ _ AGAINST TRACK .. ASTME580 CK - - 5'- o w CONCRETE SLAB 1 SUSPENDED CEILING BRACING s N G R C 9 T C I N s DOOR — TIMELY SIDELIGHT 4 WALL — TO UNDERSIDE OF GRID I 5.2 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER 1'-0"=1'-0" J 5 2 HEAD SIMILAR 3"=1'-0" 0 5.2 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" a THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. �' 13" CLR. 3 GYPSUM BOARD WALL AS NOTES: OCCURS A. FINISH ENDS, TYP E. SHIM AS REQUIRED U.N.O. ADJ. MELAMINE SHELVES B. CONFIRM REQUIREMENTS AND SIZES F. ALL CABINET FACES AND DOORS, PL-1 Project SOUND ATTENUATION FOR ALL EQUIPMENT/APPLIANCES G. ALL EXPOSED EDGES AT DOORS AND VACANCY SPACE PREP BATT AS OCCURS PRIOR TO CONSTRUCTION OF SHELVING TO BE P-LAM TO MATCH J = PLASTIC LAMINATE FACES SUITE 650 CABINETRY ADJACENT VERTICAL SURFACES \ / C. ALL COUNTER TOPS, EDGES, AND W — TENANT BRACE FRAME BACKSPLASHES, PL-2 W PER 4/A5.20 D. CONTRACTOR TO PROVIDE DEDICATED IMPROVEMENT 45• OUTLET FOR STAINLESS STEEL GE LINCOLN TOWER B CLNG #GDT226SSLSS ADA DISHWASHER UPPER CABINETS, DEPTH SEAL ® PERIMETER �—� MAY VARY AS REQ'D, SEE 10260 SW GREENBURG RD. TYPICAL CLEAR SILICONE 8'-11't AFF TIGARD, OREGON " TEMPERED GLAZING CORNER w 25" P.L. TOP CASEWORK ELEVATIONS ® DOORS & SIDELIGHTS, SOUND ATTENUATION 8 11 _J U.N.O. TYP. BATT AS OCCURS BOX HEADER PER GING 5.2 5.2 1'-5" MAX 4" BACKSPLASH, RETURN t� BOTTOM RAIL OF FULLY B GYP BD SCHEDULE 6 EQL TO FAUCET AT END WALL CONDITIONS ��� f� GLAZED DOOR 8'-9" AFF REFRIGERATOR, NIC CONTROLS P L . K U G ALIGN W/ FINISHED WALL �� �r _ �r - BUILDING STANDARD ADJACENT BEYOND INSULATED - -/� 1� - G� - Lo 0 DOOR HARDWARE GLAZED DOOR " TEMPERED EXPOSED PIPES WRAP ALL EXPOSED PIPE GLAZING, TYP. PER ADA CODE I o PER CODE PO D, G FULLY GLAZED DOOR, I I I o TEMPERED GLASS BUILDING STANDARD PROVIDE I `� N 8 v OF Q w U-CHANNEL DISHWASHER - - - - - - - - - - o 11 z U) RESILIENT SPACER I - - - - j / , `'4 Cr a ATTACHMENT I i1 I ;o a MACKENZIE 2020 FINISHED FLOOR 3'-3" (2) EQ 1-011 2'-9" (3) EQ 6" N cv ATTACHED TOE-KICK J" = THESE O ALL RIGHTS RESERVED DRAWINGS ARE THE PROPERTY OF GYPSUM B ARD WALL, CLR. CLR. ° AFF, WITH RUBBER BASEa PERMACKENZIE AND ARE NOT TO BE USED 15'-8"f OR REPRODUCED IN ANY MANNER, JWITHOUT PRIOR WRITTEN PERMISSION � = 2'-0" z 5 FULLY GLAZED DOOR 6 BUTT GLAZING HD./FLR. CONDITION CABINETRY ELEVATION m $ CABINET SECTION U REVISION SCHEDULE � Delta Issued As Issue Date 5.2 FRAMELESS 3"=1'-0" 0 5.2 1 1/2 =1 -0 0 5.2 ® BREAK 603 1/4"=1'-0" J 5.2 TYPICAL 3/4"=1'-0" Im W U L 2x2x18 GA ( X STUD WIDTH -1") w/ (2) #10 SMS EA 13" CLR. .LINCOLN TOWER STUD SIZE: 2J/" LEG U.N.O. TYP STEEL STUDS ® ADJ. MELAMINE SHELVES LIMITING WALL HEIGHT TABLE JAMB SCHEDULE 16" O.C. PER SCHEDULE ( I U.N.O. > _ = INTERIOR NON STRUCTURAL. NON-COMPOSITE WALLS L/240 ® 5psf LJ OPENING SIZE # OF JAMB STUDS w I I P-LAM FACES DESIGNATION SPACING MAX WALL HETI 4'-0" TO 8'-0" 2 W I= =I 8'-0" TO 12'-0" 3 vwi 2505125-18 24" 8'-4" > I I 2505125-18 16" 9'-7" SHEET TITLE: 12'-0" TO 22'-0" 3 1ca #10 SMS EA SIDE < 2505125-27 24" 9'-10" INTERIOR (VOTES: 0 a ® EA STUD I- > 25" SS TOP 4" SIDE SPLASH WHERE 250SI25-18 16" 11'-3" ELEVATIONS 1. JAMB STUDS TO MATCH SIZE & GAUGE OF TYP STUDS. A U' AND DETAILS Z w OCCURS 362S125-18 24" 13'-5" WEB STUD PERmi- 4al, ® w 3625125-18 16" 14'-4" SCHEDULE U) P-LAM COUNTERTOP AND 362S162-33 16" 16'-5" HEADER SCHEDULE FLAT PLATE ® SPLASH WITH SELF EDGE 362S162-43 16" 1g'-p" TYP #10 SMS @ SIM CONDITION MAX OPENING WIDTH HEADER SIZE TRACK SIZE 12" 0.C. DRAWER AS OCCURS IN 6005162-33 16" 24'-6" ELEVATION < 6'-0" 2 362S162-43 2 362T125-43 6'-0" - 10'-0" (2) 800S162-43 (2) 600T125-43 A DRAWN BY: KGB > I I ADJ MELAMINE SHELF, NO MERIOR �� ��� WALLS VIRiH CERAMC TILE FACING L/360 ® 5psf 10'-0" - 14'-0" (2) 1000S162-54 (2) 60OT125-54 CONT TRACK T&B w/ 1 w DRAWER OR SHELF AT CHECKED BY: MRT, PDK 14'-0" - 22'-0" (2) 120OS162-68 (2) 60OT125-68 1/2" DEEP LEG, GAUGE W _ _ _ _ SINK LOCATION DESIWTION SPACING MAX. WALL FEKIFIT cn TO MATCH STUDS (43 w SHEET: NOTES: MIL MIN) (2) #10 SMS EA SIDE I I P-LAM FACE a 3625125-18 16" 12'-4" J 1. FOLLOW HEADER SCHEDULE PER MAX OPENING WIDTH, U.N.O. 362S125-33 16" t4'-3" m A5 . 20 ON PLAN SECTION A-A JAMB STUD PER SCHEDULE RUBBER BASE I- 2. SEE 10/A5.20 FOR HEADER ASSEMBLY DETAILS � � = CUT TRACK FLANGE & X WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH J 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. vvi TURN DOWN I 11� 2'-0" o a s m ,o 11 CABINET SECTION ,2 WALL HEIGHT TABLE 3 Job No.2190954.26 5.2 r'=, —o Q 5.2 SIM. ,"=,'—o"0 5.2 TYPICAL 3/4°=1'—0 Q PERMIT SET: 11/24/2020 � o U 219095426\DRAWINGSWRCHITECTURAL\26_A5.20.DWG KGS 11/23/20 16:37 1:96.00