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Plans (28) BUP2020 -00246 OFFICE COPY S,L0011111ft" -- RECEIVED ■ I • �• 111111 nI 11 n.- NOV 2 6 2020 11-11-11 IL.11 U. Ili 11 II RHII III IfH" = I CITY OF TIGARD = I a°aw■ .4-L' ;,_, 1r,� E3!.I?LC)iNG DIVISION e rSTRUCTURED PARKING I . N / " 11 I lil 111 !tom SITE VACANCY SPACE PREP Architecture ■ Interiors Planning • Engineering OWN= c ' TENANT IMPROVEMENT 3 LINCOLN : SUITE 101 Portland, OR 503.224.956060 Vancouver,WA '11 90�° 1 G E N B R 360.6957, A ,. FOR � III. 0220 SW RE U G ROAD Seattle, WA %II c`�1-111,1 1 1 1 1 1 I0 206.749.9993 I n TIGARD , OREGON www.mcknze.com _I NN�HD+F-A-R:KiNI G _ STRUCTUREDPIIIIHh I � MACKENZIE. ;, I OFFICE COPY DESIGN DMVEN 1 CLIENT FOCUSED \ I — CITY CIF TIGARD. Client ��--. SW Oak Street --- --. .- REVIEWED 1,70 it (;uDii GOnil'LIA:VCE App zs w'L--+� OTC:ved:�.l 1 VICINITY MAP Permit#: BL - —or� �y 6 S H O R E S T E I N Address: %x^14) ra{J�rY.c_ 0,0 NOT TO SCALE Shite#: 1 �o�l INDEX OF D RAW I N G S Br. =. ---- Dater GENERAL GO.01 TITLE SHEET, CODE SUMMARY, AND GENERAL NOTES Project VACANCY SPACE ARCHITECTURAL PREP A1.10 PARTIAL FIRST FLOOR DEMOLITION PLAN, FLOOR PLAN, REFLECTED CEILING PLANS, LEGEND AND NOTES SUITE 101 a ] WE INS A5.20 INTERIOR DETAILS, ELEVATION, AND SECTIONS TENANT IMPROVEMENT 3 LINCOLN 10220 SW GREENBURG SCOPE OF WORK TIGARD, OREGON • • • THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR LANDLORD IMPROVEMENTS OF ; APPROXIMATELY 3,400 SQUARE FOOT VACANCY ON THE FIRST OF SIX FLOORS. WORK TO INCLUDE DEMOLITION, NEW CABINETRY, AND FINISHES VALUATION: $39,000AUL D. ISLI --� CODE SUMMARY LEGENDy ■ �(� EXIT ACCESS DESIGN/CODE DATA j PORT AND, GON i I f> ILLUMINATED EXIT SIGN GOVERNING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE I ® OCCUPANCY: B 9 , �F 0� DIAGONAL DISTANCE = 83'-6" CONSTRUCTION TYPE: TYPE 1-B 3 DIAGONAL = 27-10" (MIN. DISTANCE ALLOWED) TENANT AREA: APPROXIMATELY 3,400 SQUARE FEET L EXT OCCUPANCY LOAD: 23 MACKENZIE 2020 — — DISTANCE BETWEEN EXITS: 624" © ALL RIGHTS RESERVED 011111 SIEMENS m COMMON PATH OF EGRESS TRAVEL = 42'-5" MAX. 2 REQUIRED EXITS, 2 EXITS PROVIDED. THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED AREA OF WORK BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION WITH ON SITE EMERGENCY OR REPRODUCED IN ANY MANNER, - — — —— — - TRAVEL DISTANCE 300'-0" MAX. (TABLE 1016.2) GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. WITHOUT PRIOR WRITTEN PERMISSION 88'-4" REVISION SCHEDULE Delta Issued As Issue Date SYMBOLS AND REFERENCES SEPARATE PERMIT 2014 OSSC SECTION 106.3.4.2 (BY SEPARATE PERMIT) FIRE SPRINKLER 2 CODE SUMMARY PLAN PROJECT NORTH FIRE ALARM MECHANICAL Q,Q 1 ST FLOOR NTS TRUE NORTH ELECTRICAL EXIT ILLUMINATION KEYNOTE NOTE: DESIGN BUILDERS FOR FP. ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE PROJECT GENE RAL NOTES SPACE NAME SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC OFFIC SPACE # ONLY: THEY ARE NOT INTENDED TO REPRESENT FINALCODE COMPLIANT DESIGN. PROVIDE DESIGN SHEET TITLE: 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. ROOM/SPACE IDENTIFICATION g DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL [EXIST. FLOOR FINISH TITLE SHEET, B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. WALL BASE FINISH CONTACTS CODE SUMMARY C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY WALL FINISH p /� CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. AND GENERAL ±V E N E RAL D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR SPECIFICATIONS SHALL BE DOOR SYMBOL NUMBER 1a1A ARCHITECT CONTRACTOR NOTES CALLED TO THE ATTENTION OF MACKENZIE. MACKENZIE RUSSELL CONSTRUCTION E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE PRECEDENCE 1515 SE WATER AVE, SUITE 100 20915 SW 105TH AVENUE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. PORTLAND, OR 97214 TUALATIN, OREGON 97062 F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. CONTACT: LINDSEY CARPENTER CONTACT: DONN STURDIVANT DRAWN BY: JKH PHONE: 503.224.9560 PHONE: 503.692.9002 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 ACCESS FLOOR. FAX: 503.228.1285 H. DO NOT SCALE DRAWINGS. EMAIL: LCARPENTER@MCKNZE.COM CHECKED BY: MRT, PDK I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. SHEET: OWNER J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. SHORENSTEIN REALTY SERVICES G0m01 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 MATERIALS, BOTH 5335 MEADOWS ROAD, SUITE 275 DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR OCCUPANCY BY TENANT. LAKE OSWEGO, OREGON 97035 L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. CONTACT: ROB FABIAN, PROJECT MANAGER PHONE: 503.412.4800 JOB NO. 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 EMAIL: RFABIAN@SHORENSTEIN.COM 2190952.07 OWNER. PERMIT SET: 11/24/2020 •219095202'\\GRP.MCMPROJECTS\PROJECTS\219095207\DRAWINGSIARCHITECTURAL\G0.01.DWG JKH 11/23/20 11:20 1:96.00 GENERAL PLAN NOTES A. REMOVE EXISTING FLOORING THROUGHOUT. PATCH, REPAIR AND PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES. SEE THIS SHEET FOR FINISHES. OFFICE OFFICE HALL r 15 B. PATCH AND REPAIR WALLS WHERE AFFECTED BY NEW CONSTRUCTION. PAINT NEW AND EXISTING p04 IFI 113 WALLS (P-1). NO V.O.C. PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PT-, CPT-1 CPT-1 PRODUCTS. 1 P-, B-, P-, B-, Architecture - Interiors C. NEW CARPET TILE AND BASE THROUGHOUT. OFFICE IPlanning • Engineering 106 D. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK. ANY 11 m7 7 CPT-1 CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN THE PLANS SHALL BE 2 CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO THAT THE CLARIFICATION CAN BE OFFICE O ISSUED. a 3wp E. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE USE. Portland, OR [P�l -1 2 F. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD 503.224.9560 OFFICE REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. Vancouver, WA 107 360.695.7879 CPT-1 G. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. Seattle, WA P-1 B-, H. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY 206.749.9993 2 OFFICE COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE www.mcknze.com FlPO�2 ARCHITECT/DESIGNER. ' MACKENZIE. B, OPEN OFFICE BREAK I. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE-USE 109 [P1 AB-1 J. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAILS 3/A5.20. o�noe oxrv.e i c uNT.ocosco CPT-1 K. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT ONLY. Client _.. P, B 1 3 G a COORDINATE ELECTRICAUDATA/SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS VOFFICE BY DEFERRED SUBMITTAL. ■ Illim I 101 L. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. CONTRACTOR TO FIELD VERIFY AND "S CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. Q1 f� CPT-1 4 6 H O R 6 S T E I N 11 0 P , B, M. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. 5 ----------------- ------------------- N. REPLACE DAMAGED, MISSING,AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO .,, „-, — OPEN OFFICE MATCH EXISTING. 2 cPr-, O. EXISTING SUSPENDED ACOUSTICAL TILE CEILINGS AT 9'-9"± AFF, UNLESS NOTED OTHERWISE. OFFICE P-, B-, O P. CENTER ALL, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN Project !!I 9p71p?_T01 CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. VACANCY SPACE PREP III Q. ADD SOUND INSULATION IN ALL NEW WALLS. 8 SUITE 101 :: =r'==�==-------;; R. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE = = CPTnLE TENANT LVP PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO IMPROVEMENT 8j t. REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY 3 LINCOLN CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. 10220 SW GREENBURG OPEN OFFICE 5 RECEPTION CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION TIGARD, OREGON C:- LAYOUT TO BE REVIEWED AND APPROVED 112 � � 111 AND SAT MAIN GRID LINES RELOCATE IF REQUIRED FINAL ;+ CPT-1 LVPBY LOCAL JURISDICTION THROUGH DEFERRED SUBMITTAL. i S. PROVIDE METAL REDUCER AT ALL FLOORING TRANSITIONS. ALIGN FLOORING TRANSITIONS WITH CENTER OF DOOR OR OPENING, UNLESS NOTED OTHERWISE. AUL D. ISLI ARCHITECTURAL LEGEND EXISTING CONSTRUCTION TO BE DEMOLISHED PORTLAND, GON o EXISTING WALL TO REMAIN EXISTING 1-HOUR RATED WALL TO REMAIN OF O� EXISTING DEMISING TO REMAIN MACKENZIE 2020 ® NEW WALL TO UNDERSIDE OF GRID, SEE DETAIL 6/A5.20 © ALL RIGHTS RESERVED 1 PARTIAL FIRST FLOOR DEMOLITION PLAN 2 PARTIAL FIRST FLOOR PLAN 3 PARTIAL FIRST FLOOR REFLECTED CEILING PLAN = EXISTING DUPLEX OUTLET TO BE DEMOLISHED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, A1,10 1/8"=1'-0" A1.10 1/8"=1'-0" A1.10 1/8"=I 10 WITHOUT PRIOR WRITTEN PERMISSION EXISTING QUADPLEX OUTLET TO BE DEMOLISHED L: EXISTING DATA/PHONE ROUGH IN LOCATION TO BE DEMOLISHED REVISION SCHEDULE + EXISTING COVERPLATE TO BE DEMOLISHED Delta Issued As Issue Date KEYNOTES SCHEDULE OF INTERIOR FINISHES ;T; EXISTING THERMOSTAT TO BE DEMOLISHED 1. REMOVE AND RELOCATE EXISTING DOOR, FRAME, HARDWARE , IF FEASIBLE. EXISTING LIGHT SWITCH TO BE DEMOLISHED *CONFIRM FINAL SPECIFICATIONS WITH LANDLORD 2. INFILL EXISTING RELITES BETWEEN OFFICES AT ALL LOCATIONS WHERE THIS OCCURS. CPT-1: (CARPET TILE) BUILDING STANDARD, TBD � EXISTING DUPLEX OUTLET 3. MODIFY WALL TO RECEIVE RELOCATED DOOR FRAME, AND HARDWARE. 4. NEW UPPER AND LOWER CABINETRY, SINK, FLOODSTOPPER AND BUILDING STANDARD P-1: (FIELD PAINT) BUILDING STANDARD, TBD + EXISTING QUADPLEX OUTLET DISHWASHER. REUSE EXISTING PLUMBING LOCATION, IF FEASIBLE. 0 EXISTING DATA/PHONE ROUGH IN LOCATION RB-1: (RUBBER BASE) BUILDING STANDARD, COLOR TBD 5. CENTER NEW WALL WITH CENTER OF COLUMN. EXISTING COVERPLATE 6. DEMOLISH EXISTING CAN LIGHT FIXTURES AND PENDANT LIGHTS, WHERE INDICATED IN PL-1: (VERTICALS) BUILDING STANDARD, TBD ® EXISTING THERMOSTAT RECEPTION. PL-2: (COUNTERTOPS) BUILDING STANDARD, COLOR TBD SHEET TITLE: 7. CONTRACTOR TO VERIFY EXISTING SAT MAIN GRIDLINE. EXISTING LIGHT SWITCH PARTIAL FIRST LVP-1: (VINYL PLANK) BUILDING STANDARD, COLOR TBD NEW OCCUPANCY SENSOR SWITCH FLOOR 8. ALIGN FLOORING TRANSITION WITH EDGE OF WALUCOLUMN. TS-1: (CPT TO LVP) FUTURA METAL, LVT NO-LIP RAMP, 402021, '8" (3MM TO 4.5MM), COLOR SILVER NEW DUPLEX OUTLET DEMOLITION PLAN, PAINT NOTE: NEW DEDICATED OUTLET FLOOR PLAN, REFLECTED EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATIN WASHABLE FINISH AT WALLS. SEMI-GLOSS EXISTING CEILING GRID CEILING PLANS, FINISH AT ALL TOILET ROOM WALLS AND CEILINGS. FINISH TO HAVE A MASTER PAINTER INDEX OF 3 WITH A EXISTING SUPPLY/RETURN VENT TO REMAIN LEGEND + NOTES GOOD SCRUB RATING AND SHEEN AT 15%-25%AT 60 DEGREES. ® EXISTING CEILING MOUNTED SMOKE DETECTOR DRAWN BY: JKH o EXISTING SPRINKLER HEAD CHECKED BY: MRT, PDK ® EXISTING OR NEW EXIT SIGN SHEET: ® EXISTING 2'X4' LIGHT FIXTURE TO REMAIN 1 EXISTING 2'X4' LIGHT FIXTURE TO BE RELOCATED A1 .10 ® NEW OR RELOCATED 2'X4' LIGHT FIXTURE ;-r EXISTING CAN LIGHT FIXTURES AND PENDANT LIGHTS TO BE DEMOLISHED JOB NO 2190952.07 ® PROPOSED EGRESS LIGHTING PATH. 1 FOOTCANDLE TO BE CONFIRMED BY SEPARATE PERMIT PERMIT SET: 11/24/2020 `219095202*C:\TEMMACPUBLISH_13976\UNSAVED DRAWING2.DWG JKH 11/23/20 12:24 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. DIRECTLY TO WALL FRAMING CLIP ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS D °, WITHIN 8" OF PERIMETER ' LATERAL BRACING WITH APPROVED VERTICAL ® °. COMPRESSION STRUT AT 12'-0" OC EA WAY 2 0 COUNTERSLOPE HANGERS IF MORE THAN 1: 6 OUT OF PLUMB ` u O Architecture = Interiors "ATTACHED ` �� , Planning * Engineering 00 WALL" a a �10ELT EDGE AT WALL NTS A NOTE: FOR UNATTACHED WALLS PROVIDE A Portland, OR 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP 503.224.9560 7 -- DO NOT SCREW BERC 2 CLIP TO TRACK Vancouver, WA TABLE MAX. LENGTH 360.695.7879 CROSS RUNNERS FIT BETWEEN MAIN RUNNERS MAIN RUNNERS AT 4'-0" OC SUPPORT WITH 12 1 2" DIA CONDUIT (EMT) 5'-10" Seattle, WA A # 206.749.9993 WIRE AT 4'-0" OC OR WITH #10 WIRE AT 5'-0" OC EA WAY 314" DIA CONDUIT EMT 7'-8" 6'-0" MAX LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC 1" DIA CONDUIT EMT 9'-9" www.mcknze.com N. SGL 162SI7-3,3 FROMCROSSBEGINBRACING IN REAS GREATER HARNM1,000 SFETER ETER 2" (1-5/8"x2OGA) 12'-0" MACKENZIE . NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN BACK TO BACK 1625125-33 15'-0" DESIGN DRIVEN I CLIENT FOCUSED APPROVED TYPE AND HAVE A 1801 CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO MTL STUDS 1-5 8"x2OGA Client 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 OTHER LARGE BACK TO BACK 250S125-33 ASTME580 OBSTRUCTIONS 15'-0" MTL STUDS (2-1/2"x2OGA) 0 (a:) SUSPENDED CEILING BRACING l 5.2 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS Z THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. 33 MIL 3-1/2" METAL 3 LINCOLN STUD SIZE: 2 1/2" STUD BRACING TO FLOOR STRUCTURE AT 8'-0" OC Project WITH 2SCREWS AT EACH LIMITING WALL HEIGHT TABLE VACANCY SPACE METAL END. BRACING TO BE INTEW)R NON STRUCTURAL NON—COMPOSITE WALLS L/240 ® 5psf PREP PROVIDED NCEE BETWEEN DESIGNATION SPACING MAX WALL HEIGHT SUITE 01 DISTANCE TENANT PERPENDICULAR 2505125-18 24" 8'-4" IMPROVEMENT INTERSECTING WALLS OR CARPET AS SPECIFIED HORIZONTAL BRACING 2505125-18 16" 9'-7" 3 LINCOLN 4 BETWEEN WALLS EXCEEDS 10220 8'-0" OC 2505125-27 24" 9'-10° BUILDING STANDARD TIGARD, GREENBURG IGAOREGON 3" SOUND ATTENUATION 2505125-18 16" 11'-3" METAL TRANSITION BATT. 4'-0" CENTERED ON 3625125-18 24" 13'-5" SUSPENDED WALL WHERE NOTED. LUXURY VINYL PLANK AS CEILING CUT TILE FOR TIGHT FIT 362S125-18 16" 14'-4" SPECIFIED AT WALLS 3625162-33 16" 16'-5" AUL D. ISLI GYPSUM BOARD CASING BEAD USG 200-A 362S162-43 16" �7 EACH SIDE 18 -0 ATTACH STUD TRACK 6005162-33 16" 24'-6" THROUGH GRID ° EXISTING FLOOR SLAB tJ1 PORTLAND, GON SOUND ATTENUATION INTERIOR NON STRUCTURAL NON—COMPOSITE WALLS °° a. e ' METAL STUDS. INSULATION PER PLAN WITH CERAMIC TLE FACING L/360 ® 5psf SEE 8/A 5.20 FOR BOTTOM TRACK TO FINISH 4 14q ° OF 0� SIZE AND SPACING FLOOR WITH POWDER DESIGNATION SPACING MAX WALL HEIGHT ° D XX DRIVEN ANCHORS AT 3625125-18 16" 12'-4" MACKENZIE 2020 4'-0" 0.C. ESERVED 3625125-33 16" 14'-3' THESE DRAWINGS WINGS ARE ALL RIGHTS THE PROPERTY OF iv CONTINUOUS ACOUSTIC n MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, SEALANT EACH SIDE Q� WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH z WITHOUT PRIOR WRITTEN PERMISSION AGAINST TRACK AB 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. m o� s WALL - TO UNDERSIDE OFGGRIRETE D � WALL HEIGHT TABLE z z REVISION SCHEDULE 8 TRANSITION AT LVP-1 Delta Issued As Issue Date 1'-O"=1'-O" S 2 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" 3 5.2 3 5.2 J NOTES:— 13" CLR. 13" CLR. A. FINISH ENDS, TYP E. SHIM AS REQUIRED U.N.O. U.N.O. B. CONFIRM REQUIREMENTS AND SIZES F. ALL CABINET FACES AND DOORS, PL-1 ADJ. MELAMINE SHELVES ADJ. MELAMINE SHELVES FOR ALL EQUIPMENT/APPLIANCES G. ALL EXPOSED EDGES AT DOORS AND PRIOR TO CONSTRUCTION OF SHELVING TO BE P-LAM TO MATCH CEILING LINE CABINETRY ADJACENT VERTICAL SURFACES w = _ > -_ - - C. ALL COUNTER TOPS, EDGES, AND w I I P-LAM FACES w ( I P-LAM FACES BACKSPLASHES, PL-2 UJ / D. CONTRACTOR TO PROVIDE DEDICATED vwi i= _) U.1 I= OUTLET FOR STAINLESS STEEL GE =I #GDT226SSLSS ADA DISHWASHER SHEET TITLE: / 6" INTERIOR J 25" P.L. TOP DETAILS 10 11 w U.N.O. PLASTIC LAMINATE w 25" P.L. TOP 4" SIDE SPLASH WHERE w 1 w COUNTER AND 4" OCCURS = C 5 2 5 2 BACKSPASH. SIDE 1'- ' MAX SSPLASHLPER ELEVATION w _ ELEVATION, (4) EQ. O FAUCET — P-LAM COUNTER TOP AND a AND SECTION REFRIGERATOR, NIC CONTROLS SPLASH WITH SELF EDGE _ \ I-- 3 m T r r - -- DRAWER AS OCCURS IN INSULATED in — WRAP ALL EXPOSED PIPE EXPOSED PIPES I PER CODE ELEVATION p J PER ADA CODE o K \ Z DRAWN BY: JKH 8„ > ADJ MELAMINE SHELF, NO N o PROVIDE z o I I DRAWER OR SHELF AT M 1 CHECKED BY: MRT, PDK DISHWASHER z P-LAM FACES w _ _ _ _ SINK LOCATION w ATTACHED TOE I SHEET: KICK """' N z I P-LAM FACE a N I ATTACHED TOE-KICK " Y 3'-0" 2'-9" 2'-8"t I= 6' U I I RUBBER BASE I 2 -0 m AFF, WITH RUBBER BASE^ � � A5m2O CLR. . " CLR w o .r 3 8'-6"t w ¢ z 2'-0" 3 2'-O" 0 0 VERIFY s CABINETRY ELEVATION Q to CABINET SECTION r CABINET SECTION wl 12 TYP. MOUNTING HEIGHTS a JOB "0 2190952.07 5.2 @ BREAK 108 1/4"=l'-O'; L' 5.2 ADA SINK WITH ATTACHED TOE KICK 3/4"=1'-0" 0 52 TYPICAL 3/4"=1'-0" ¢ 5.2 1/2"=1'-O" PERMIT SET: 11/24/2020 m Q U '219095202'C:\TEMP\ACPUBLISH 13976\UNSAVED DRAWINGI.DWG JKH 11/23/20 12:24 1:96.00