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Plans (24) BU P2019-003 18 OFFICE COPY CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE Approved ] sW Locust Street_ OTC: N ] 71--1 ,r,,liffilii. 7� L =iiiiiiiiiIiiiil I IIIIIl iiiiii, Permit #: .446f2saLC42-t• m ,p,. - flIIIIII4 IIIIIII IIIHIIIIIB Address: j 000 o Crrrr.�► irr'S >f'� III .,,ted " "�`�g611 - - - ' 9II�ti�11tlI1ti��i��IIIti�I��1119-..w.4 -__ _ �i�� - lI ISI JTIRIUCTURJE1DiPARJIQJNIG`I' _ By. Date: j )_�-ig, Architecture Interiors "i 1 o w' �Illlll�lllf'�IIIiI�II� i 1 :,., VARIANT Planning = Engineering • iiiiiiiii m i iii m liiiiii. ... 1 ::—_i� I _ `� a �.IIIIIII1II�II� r 4CII �°�sr� I • � 4.- M�' t,. .qp SITE \ ��.�s�%" _ _ �/ Portland,OR cf . : i ' 4 LOBSTER .. O 503.224.9560 q r'o II - - ' TENANT IMPROVEMENT RECEIVED Vancouver, WA 0/17/04 1u NOV 2 1 2019 360.695.7879 __ _ ' 1 LIN00LKI . SUITE 308 CITY OF TIGARD Seattle, WA IrIIC: .. *# ' IE BUILDING DIVISION 206.749.9993 a �� L . ° Igoe, ,>� R ' 9 _= •' °. ARCHITECTURAL LEGEND 10300GREENBURGRD . www.mcknze.com ►? 0IIIIIIIIIIIIIII1i Ernm1iI{I {I {'j I ° w,- 1111111111 MACKENZIE E . QIII11'111111111 • TIGARD DESIGN DRIVEN I CLIENT FOCl15ED�__ } _JI IIII lil *��� cREccFj = I I I1�1 I I I I t itll I I I I li _ - :::j t___, EXISTING CONSTRUCTION TO BE DEMOLISHED :- _- IIIIII��IIII'III IIliilllfil = = 11111111111111111111111111111 E I rL 4 = 8TRUCTU O PARK IG — _ s u, O P = Client \ = I I II l 1111111 I I I t l l d-ill = = 111 H I I I I -1 11111 I {11111 - v4 EXISTING WALL TO REMAIN 7 �-1 11 111141111 11111111 t 1111 r -111 1l 1111 111111 11 11111111111 1111111111 Ej EXISTING DEMISING WALL TO REMAIN sw Oak Street 1 I EXISTING 2-HOUR RATED WALL TO REMAIN SHORE STE I N I � VICINITYMAP n 25 50' 200• - EXISTING 1-HOUR RATED WALL TO REMAIN I 1 IMICOXII NEW WALL TO UNDERSIDE OF CEILING, SEE 3/A5.20 4111 0.0 NOT TO SCALEi LII i i INDEX OF DRAWINGS .@ EXISTING DUPLEX OUTLET rfV1 ii III 1 in I EXISTING BASE FEED GENERAL r —11 BF G0.01 TITLE SHEET, SITE PLAN, KEY PLAN, CODE SUMMARY, LEGEND AND GENERAL NOTES Project ifs e EXISTING COVERPLATE ARCHITECTURAL VARIANT ''` yA1.10 DEMOLITION PLAN, PARTIAL THIRD FLOOR PLAN, DEMO RCP, REFLECTED CEILING PLAN AND NOTES nl xrlli I EXISTING COVERPLATE TO RECEIVE NEW VOICE/DATA SUITE 308 1111{111 I - _ r ,111 f� ,---,�fes; A5,20 DETAILS AND ELEVATIONS �' L 0T EXISTING THERMOSTAT A6.10 SCHEDULES TENANT �� � '-i ,111,1 .1, IMRPOVEMENT ', : 111naC i EXISTING LIGHT SWITCH.I-J_ i I T _. -1 - - V1111111i1 = �, �'. SCOPE17— OF WORK 10300 SW GREENBURG RD. r NEW DUPLEX OUTLET Q TIGARD, OREGON r " u u r J A NEW VOICE/DATA ROUGH IN LOCATION THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS OF —I—. 1 frA _i_ ...__.J.4_. I NEW FLUSH FLOOR ELECTRICAL AND DATA ROUGH IN LOCATION, CONFIRM FINAL LOCATION APPROXIMATELY 2,071 SQUARE FEET ON THE THIRD FLOOR OF FIVE FLOORS TOTAL. WORK TO INCLUDE tI 1 WITH TENANT AND TENANTS FURNITURE VENDOR DEMOLITION, NEW WALLS, DOORS, RELITES, CASEWORK AND FINISHES. $os NEW LIGHT SWITCH WITH OCCUPANCY SENSOR AND DIMMER VALUATION: $29,000 ' l ` R _I EXISTING 2X2 CEILING GRID I i'?NA ® EXISTING EXIT SIGNAGE f�47�� ' �"l I .1 _ EXISTING FIRE STROBE TO REMAIN DESIGN/CODE DATA :, /retii. ®� EXISTING SUPPLY/RETURN VENT TO REMAIN GOVERNING CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE oll ' 7 XXX E EXISTING 2X4 LIGHT FIXTURE TO BE RELOCATED OCCUPANCY: B O r v ; CONSTRUCTION TYPE: TYPE 1-B OF Illllllli "�� ���� EXISTING 2X4 LIGHT FIXTURE TENANT AREA: APPROXIMATELY 2,071 SQUARE FEET , ;�� OCCUPANCY LOAD: 21 11 - MACKENZIE 2019 U A - - ,� i:. F...,,,, L/ EXISTING 24-HR 2X4 LIGHT FIXTURE O ALL RIGHTS RESERVED 111111111' 1 REQUIRED EXIT, 1 EXIT PROVIDED. THESE DRAWINGS ARE THE PROPERTY OF C1!R rl RELOCATED OR NEW 2X4 LIGHT FIXTURE MACKENZIE AND ARE NOT TO BE USED I I. BUILDING IS NOT SPRINKLED AND HAS NEPA SMOKE DETECTION WITH ON SITE EMERGENCY OR REPRODUCED IN ANY MANNER, PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TO BE CONFIRMED THROUGH SEPARATEGENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. WITHOUT PRIOR WRITTEN PERMISSION ■ :r.-r,�_'J, f I VZI PERMIT , A SOUND ATTENUATION BATT INSULATION CENTERED ON WALL REVISION SCHEDULE ALIGN FACE OF FINISH WITH FACE OF FINISH Delta Issued As Issue Date SEPARATE PERMIT ,® 2 CODE SUMMARY PLAN 411 0.0 3RD FLOOR NTS 2019 OSSC SECTION 107.3.4.2 VALIDITY OF PERMIT BY SEPARATE PERMIT) FIRE ALARM THE ISSUANCE OF A PERMIT PROJECT GENERAL NOTES CODE SUMMARY LEGEND MECHANICAL ELECTRICAL BASED ON CONSTRUCTION DOCUMENTS AND OTHER PLUMBING DATA SHALL NOT PREVENT EXIT ILLUMINATION THE CODE OFFICIAL FROM 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. EXIT EXIT ACCESS REQUIRING THE CORRECTION B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. ® ILLUMINATED EXIT SIGN OF ERRORS. OSSC 105.4 C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. AREA OF WORK THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT , WORK. ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO SHEET TITLE: D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR — — COMMON PATH OF EGRESS TRAVEL = <75'-0" ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL TITLE SHEET, SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. CONTACTS SITE PLAN, KEY E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS PLAN, CODE TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. SYMBOLS AND REFERENCES ARCHITECT CONTRACTOR SUMMARY, F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. PROJECT NORTH MACKENZIE RUSSELL CONSTRUCTION LEGEND AND 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 1515 SE WATER AVE, SUITE 100 20915 SW 105TH AVE NORTH ARROW TRUE NORTH PORTLAND, OR 97214 TUALATIN, OR 97062 GENERAL NOTES ACCESS FLOOR. \� H. DO NOT SCALE DRAWINGS. CONTACT: LINDSEY CARPENTER CONTACT: DONN STURDIVANT DRAWN BY: CAK TEL: 503.224.9560 TEL: 503.692.9002 I. 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 KEYNOTE 0 EMAIL: LCARPENTER@MCKNZE.COM CCB: 58918 CHECKED BY: MRT, PDK J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD SPACE NAME ' OFFICE— SPACE # SHEET: REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. ROOM/SPACE IDENTIFICATION 114 LANDLORD/OWNER 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 EXIST. FLOOR FINISH P-1 B-1 WALL BASE FINISH SHORENSTEIN REALTY SERVICES CITY OF TIGARD 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 5335 MEADOWS ROAD, SUITE 275Approved byPlanning OCCUPANCY BY TENANT. WALL FINISH LAKE OSWEGO, OREGON 97035 GO . 01 Date: - 11:-/Al y L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. 101A CONTACT: ROB FABIAN Initials: .. �� - DOOR SYMBOL NUMBER TEL: 503.412.4844 �' 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 EMAIL: RFABIAN@SHORENSTEIN.COM 2190955.07 COORDINATE WITH THE OWNER. PERMIT SET: 11/20/2019 *219095507*C:ITEMPACPUBLISH 5912107 i-0.01.DWG CAK 11/20/19 13:22 1:96.00 II L • .1111.11: OFFICE L I, -+II CONFERENCE CONFERENCE R 304 GENERAL NOTES CPT-1 DECK ■ i" _WIII 303 o-e 6 P-1 B-1 © A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE.CPT-1� 7-- Q P-1 B-1 T— • • - - B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. n' _ �_ I -�MI�� } Q CPT TILE LVPc3;1Architecture . Interiors Us I L_ 0 3o3A ,-- C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. l'� n I © Planning = Engineering 5'-6" a k ,` : �`� OD. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAILS 1/A5.20. . 'S �, O BREAK E. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT ONLY. 0 302A O ++ 305 COORDINATE ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS RECEPTION II 0 LVP-1 BY SEPARATE PERMIT. -� kl —I, V---tt �-� 0 II :.=I- !' J P1�B1 iiill I °�� t 5s 301 +�6 , F. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. Portland, OR Fig-ill O CPT-1 111 c 1 _ 503.224.9560 III /3.___44r= �-4 ONFERENCE • P-1 B-1 0 _ CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. O � '[II G 302 : "� E $ S OFFICE Vancouver, WA III s 1 CPT-1 • � O 306 G. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. 360.695.7879 iii ° P_1 B-10 WORK µ CPT-1 H. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD Seattle, WA 307 306A P-1 B-1 UNLESS NOTED OTHERWISE. 206.749.9993 11 , • 414 �J - - - - CPT-1 P-1 e-1 in_ ,O y .T CPT TILE I. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN www.mcknze.com . . jIo 3o1A I �'-g" O PERFORMED (ON 11/18/2019, WHILE VACANT) AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS .' �e Q ,� I `f �� p 0 BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD M ACK E N Z I E. +'-- e s PHONE • O PHONE - VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. DESIGN DRIVEN E CLIENT FOCUSED 309 I 308 J. MODIFY EXISTING PLUMBING ROUGH-IN LOCATIONS AND/OR BLOCKING AS REQUIRED TO MEET ADA Client NI- C • I • '• p-P T® : ; P-P B-1 MOUNTING HEIGHTS AND REQUIREMENTS. CO �09A ; 308A O K. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. _ ,—, , , 4 VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY SHORE STEIN le 6,-4" / 6'-4" �e O ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. TYP. ® COM. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH 7 r EXISTING. OPEN OFFICE N. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-6"± (EXISTING) AFF, UNLESS NOTED OTHERWISE. 1 310 etor g 0. CENTER ALL DOWN LIGHTS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER ' s # CPT-1 p_i)B_1 OF 2x2 TILE, UNLESS NOTED OTHERWISE. Project P. ADD SOUND INSULATION IN ALL NEW WALLS. VARIANT Q. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE SUITE 308 I. 1 Q PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE TENANT ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO IMRPOVEMENT REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY r AI "0 r I CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. 10300 SW GREENBURG RD. CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION TIGARD, OREGON AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND APPROVED ,, DEMOLITION PLAN PARTIAL THIRD FLOOR PLAN BY LOCAL JURISDICTION THROUGH SEPARATE PERMIT. ' '® ii? 1/8"=1'-0" ' / 1/8"=1'-0" KEYNOTES t ' AR 1. ALIGN NEW WALL WITH EXISTING WALL. /,r —. - — i L . PAUL IS ��j1 2. ALIGN NEW WALL WITH EXISTING BUILDING MULLION. .,•,. , y X —! , - x • - 3. CENTER NEW WALL WITH EXISTING MULLION, SEE DETAIL 4/A5.20. MODIFY EXISTING WINDOW I \ • . NX\ _,1 \X\ t� 'I ► ,r , COVERINGS AS REQUIRED. N E , A ."A 4. NEW 2'-0"WIDE TEMPERED RELITE TO MATCH TENANT BUILDING STANDARD, SEE DETAIL 6/A5.20. / 15/ I H (15 EMI5. NEW UPPER AND LOWER CABINETRY, SEE ELEVATION 7/A5.20. 4:1OF 0'. G P3 j�/ llw- F9 6. EXISTING PLUMBING LOCATION TO REMAIN FOR RE-USE, MODIFY IF REQUIRED. NEW UPPER AND Q r ...",:'-;1.— i �/ " MACKENZIE 2019 /--- i r / LOWER CABINETRY, SINK, FLOODSTOPPER, DISHWASHER, CHILLER AND FILTER. SEE ELEVATION �; ALL RIGHTS RESERVED 8/A5.20. :H. / THESE DRAWINGS ARE THE PROPERTY OF • —': 7. PROVIDE NEW 3'WIDE X 4' HIGH PAINTED PHONE BOARD WITH 1 DEDICATED QUADRUPLEX OUTLET. MACKENZIE AND ARE NOT TO BE USED ( ) OR REPRODUCED IN ANY MANNER, � i I WITHOUT PRIOR WRITTEN PERMISSION ' x 8. PROVIDE POWER, DATA AND BLOCKING FOR TENANT PROVIDED T.V., AS REQUIRED. CONFIRM FINAL . N F j NX : \___ \ ` I,// LOCATIONS WITH TENANT. v 9. PROVIDE BLOCKING FOR TENANT PROVIDED WHITEBOARD, AS REQUIRED. CONFIRM FINAL REVISION SCHEDULE Xi l j p LOCATIONS WITH TENANT. Delta Issued As Issue Date - \ . / x ' ` / � 10. PROVIDE BLOCKING FOR TENANT PROVIDED SIGNAGE, AS REQUIRED. CONFIRM FINAL LOCATION ILF5 : / ;/ I Ai - i. WITH TENANT. HAI\I---MI N' / \ / 11. ADD RESILIENT CHANNEL TO THIS SIDE OF WALL, SEE DETAIL 5/A5.20. M. - — -- 12. NEW CARPET TILE AND RUBBER BASE THROUGHOUT, TO MATCH SUITE 215 AT 4 LINCOLN, UNLESS NOTED OTHERWISE. . ;� /-/ii 13. NEW LVP AND RUBBER BASE AT BREAK TO MATCH SUITE 215 AT 4 LINCOLN. \: \—...� 1 \ I1 ' -\---/ 1\---/////'. / 14. PATCH AND REPAIR WALLS WHERE AFFECTED BY NEW CONSTRUCTION. PAINT NEW AND EXISTING ��;� X Ade 'irA9jWALLS THROUGHOUT, TO MATCH SUITE 215 AT 4 LINCOLN. / / 15. PROVIDE SOUND ATTENUATION BATT ABOVE CEILING TILES, 4'-0"CENTERED ON WALL. V L / SHEET TITLE: \ 1 : i I. ; I 16. EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. OBSERVATION IS DEMOLITION A �� LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES. ANY VARIATIONS TO BE 1 7 CONFIRMED ON SITE BY CONTRACTOR. PLAN, PARTIAL I=S FS I YP.\ /-'- O TYP. 17. LIGHT FIXTURES TO MATCH EXISTING LIGHT FIXTURES AT SUITE 215 AT 4 LINCOLN. REPLACE AS THIRD FLOOR \_\__... REQUIRED. PLAN, DEMO RCP, i18. RELOCATE EXISTING DOOR, FRAME, HARDWARE AND RELITE, IF FEASIBLE. PROVIDE NEW IF REFLECTED IREQUIRED. CEILING PLAN I — 19. RELOCATE EXISTING DOOR AND HARDWARE. AND NOTES \ X\ )\ I'I \ xi\ \ ' DRAWN BY: CAK r 0 — . CHECKED BY: MRT, PDK SHEET: DEMO RCP 4 REFLECTED CEILING PLAN Al' 1 1/8"=i'-0" ' 1 ,1 1 1/8"=1'-0" ■ 1 0 JOB NO. 2190955.07 PERMIT SET: 11/20/2019 *219095507*C:ITEMPIACPUBLISH 5912107 Al.10.DWG CAK 11/20/19 13:22 1:96.00 FLOOR OR ROOF STRUCTURE ",. 33 MIL 3-1/2" METAL POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT BERC 28 MAX. STUD BRACING TO FLOOR WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS STRUCTURE AT 8*-0" OC DIRECTLY TO WALL FRAMING CLIP :T: B(2R • ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS GYPSUM BOARD PARTITION • VVITHIN 8" OF PERIMETER &All* )A c#I8N GS HTE:TB E METAL SCREWS AT EACH PROVIDED WHERE ' ------------------------- - LATERAL BRACING WITH APPROVED VERTICAL DISTANCE BETWEEN W VI. 0 SOUND ATTENUATION -4- COMPRESSION STRUT AT 12'-0" OC EA WAY COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB N,>' 4411111° . :4 .44 2" )\N't° % PERPENDICULAR INTERSECTING WALLS OR BATT WHERE OCCURS ' . 4 ,4 'X & HORIZONTAL BRACING / BETWEEN WALLS EXCEEDS .- LINE OF SILL AS OCCURS Architecture • Interiors 0 Planning • Engineering J "ATTACHED 4) %()% ,A 11 sL WALL" .. .. 0 ' ' ' 3" SOUND ATTENUATION 00/ , ..; BATT. 4'-0" CENTERED ON ALUMINUM TRIM PIECE , WALL VVHERE NOTED. 1101°' ..--,- it CELJNG EDGE AT WALL NTS SUSPENDED • "CEE" W/ 1-1/2" , 1-.:. .e/T,,,,,,,„.„777'777 RETURNS, FINISH TO Portland,OR 0 , ri:' • ' ', %IF NOTE: FOR UNATTACHED WALLS PROVIDE A CEILING — ,- I' CUT TILE FOR TIGHT FIT AT WALLS MATCH WINDOW FRAMES 503.224.9560 .) 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP /i:.--- ,-, GYPSUM BOARD r . Vancouver,WA -- DO NOT SCREW BERC 2 CLIP TO TRACK CASING BEAD USG 200-A k ---1 TABLE MAX. LENGTH _-• -r _f•-• ATTACH STUD TRACK Seattle,WA V •-•7*-- CROSS RUNNERS FIT BETWEEN MAIN RUNNERS THROUGH GRID i -- NEOPRENE SEAL 206.749.9993 1/2" DIA CONDUIT (EMT) 5'-10" itiiiiii4k MAIN RUNNERS AT 4'-O" OC SUPPORT WITH #12 SOUND ATTENUATION WIRE AT 41-0" OC OR WITH #10 WIRE AT 5'-0" OC EA WAY 3(4" DIA CONDUIT 1EMT) 7-8" www.mcknze.com INSULATION PER PLAN : C-0" MAX LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC 1 ' DIA CONDUIT EMT) 9'--9" METAL STUDS. L- i I N: .--N- I .e., 1 EA WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND 2* SGL 1625125-33 MIL SIUL) 12'-0" SEE 12/A5.20 FOR .-- _ ' BOTTOM TRACK TO FINISH MACI< ENZIE. FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF (1-5/8"x2OGA) SIZE AND SPACING --N ,' _. FLOOR WITH POWDER ... DRIVEN ANCHORS AT I t I BUILDING GLAZING DESIGN DRIVEN I CLIENT FOCUSED NOTE ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN BACK TO BACK 162S125-33 15'-0" x .,, • 4'-0" 0.C. -1 SYSTEM Client APPROVED TYPE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO MTL STUDS (1-5/8"x20GA) BLDG STRUCTURE. SGL 250S125-33 MTL STUD 2 ,','1 WIRES TO HAVE A 200# CAPACITY. SUSPENDED CEILING 13'-6" (Ni ',1 . CONTINUOUS ACOUSTIC TRAPEZE DUCT WORK AND " BRACING x2OGA) -" .- 1, :+ SEALANT EACH SIDE 58 BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND OTHER LARGE ' " ASTME0 OBSTRUCTIONS BACK TO BACK 250S125 33 15 ....0AGAINST TRACK MTL STUDS (2-1/2"x2OGA) " I ''''..."--.— CONCRETE SLAB o _i SHORE S T E I N • Gi --I SUSPENDED CEILING BRACING cx 0 1 WALL — TO UNDERSIDE OF GRID tx . 1. 4 WALL AT EXTERIOR MULLION • D M I . NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS 2 A 1 AT FLOOR AND SUSPENDED CEILING 3"=V-0" 7.,1.. A 5.21 3"=1'-0" ---I THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. .._i (3 33 MIL 3-1/2" METAL NOTES: NOTES:. STUD BRACING TO FLOOR _.r 1 A. FINISH ENDS, TYP D. SHIM AS REQUIRED A. FINISH ENDS, TYP E SHIM AS REQUIRED STRUCTURE AT 8'-O" OC fl -- ''' '': . GYPSUM BOARD WALL AS B. CONFIRM REQUIREMENTS AND SIZES E. ALL CABINET FACES AND DOORS, PL-1 B. CONFIRM REQUIREMENTS FOR Aft EQUIPMENT/APPLIANCES FG.. ALL CABINET FACES AND DOORS, PL-1 Project VARIANT : - ' 1..- OCCURS FOR ALL EQUIPMENT PRIOR TO E ALL EXPOSED EDGES AT DOORS AND SHELVING PRIOR TO CONSTRUCTION OF ALL EXPOSED EDGES AT DOORS AND SHELVING - \ 4411k# WITH (2) #8 SHEET METAL SCREWS AT EACH END. BRACING TO BE PROVIDED WHERE :'.i 'I. : -410,1,:.! DOUBLE STUD AT JAMB, ,. CONSTRUCTION OF CABINETRY C. ALL COUNTER TOPS, EDGES AND TO BE P-LAM TO MATCH ADJACENT VERTICAL SURFACES. CABINETRY C. ALL COUNTER TOPS, EDGES AND TO BE P-LAM TO MATCH ADJACENT VERTICAL SURFACES. SUITE 308 TENANT i TYPICAL H. CONTRACTOR TO PROVIDE BUILDING STANDARD BACKSPLASHES, PL-2 BACKSPLASHES, PL-2 IMRPOVEMENT , IN Nplivp DISTANCE BETWEEN PERPENDICULAR 4 ':. , ... ....--/-17:: D. CONTRACTOR TO PROVIDE DEDICATED CHILLER AND FILTER. /To PHONE BOARD 10300 SW GREENBURG RD. 11 / w AL INTERSECTING WALLS OR -\-- 1 . ,..: :-, OUTLET FOR 18" WIDE ADA DISHWASHER. I N HORIZONTAL BRACING .: . , TIGARD, OREGON \ Adaft BETWEEN WALLS EXCEEDS 1.... 9 CONFIRM FINAL SPECI ICATION WITH 8'-O" OC I ) ' - / TENANT. ilk 10 ,,, 3" SOUND ATTENUATION .2.„.. :,_ MATCH BUILDING 141W 'Wig VW 14M14 .4 - sTANDARD _is CEILING CEILING CEILING•-: .., - --] BATT. 4'-O" CENTERED ON , . SUSPENDED -: \11/.-- ._:', WALL WHERE NOTED. 1, (2) EQ. " i (2) EQ. (2) EQ. , ALIGN W/ l'70'; t I tik CEILING — --, * A' 4- ,1' ,1' 7 LOWERS dr 1 .---; 71 CUT TILE FOR TIGHT FIT / ,r , ' /N... /-\,.. \ \ /-N / -. ,/--. ,,,-\, \ . GYPSUM BOARD --.0", AT WALLS 7' — — -77` — '7 7'— "7,7' -7_7-— ---7 - -- -, — il'" EACH SIDE - :-'! „401P' ,-.:. CASING BEAD USG 200-A \ 0'7' - I - ..z-- • - - ',-.•- - — -1 •,— — —-../ . IS ,,, , , . : , N,,, -,,,. \\_, 'SLY "1 Jr Nt Ntti "I,,1/ T. -V, .,i .--.---\-- --\- ... .k fi i . RESILIENT SOUND i . I ATTACH STUD TRACK LILJ .f5 I ,..__._ ______,------ 1/4"0CTCEUMRPSEREPDRORvIEDLIETE -o - • CD REFRIGERATM INSULATE b - ISOLATION CLIPS . 1 1 THROUGH GRID 11 a- i "I ii C" CHANNEL AT TOP ' - I b I 1 "c\ -,,, b l I 1.4 1-. --\----- ' Air„, EXPOSED PIPES PER ADA l b •___c__`si .._ -I Vr•erittlif (.. (RSIC-1) AS SOUND ATTENUATION LJ Lu EC LU AND BOTTOM — - I - - 7 - - NN, V - - z 2=2.. - - - , . N 111 REQ. BY MANUF. INSULATION PER PLAN v) 4 4 -fIN 4 IN 0 0 ,n 'L. I _--i-- OPEN BELOW l's ' ID t•19k) ,‘ / N , < X > OPEN <- -.21\-„4- -> 7 T i / T -•`.' OF 0‘‘ ii" HAT CHANNEL -.--:Lib._ 1 ,...., BOTTOM TRACK TO FINISH . -1) : L. _.•4111 \:,. METAL STUDS. „_ w • . FLOOR WITH POWDER DRIVEN ANCHORS AT - r, s. = '. (2) EQ. Jr 4'-O" (2) EQ. 3"i61.2'.-6" ,r_3" (2) EQ. ' • . \ fr--_,) MACKENZIE 2019 SEE 12/A5.20 FOR -- --..-- -lb•-•-.44 ; ., - E.' i WALL PER PLAN • ,, , -. 4'-0" O.C.0C / 1CLR1 CLR. ,---, ALL RIGHTS RESERVED , %i CLR. "' SIZE AND SPACING ---,- .. 40111V Ir- _ CONTINUOUS ACOUSTIC - .1 . . '-. i 151-5" / 6'-7" T-2" THESE DRAWINGS ARE THE PROPERTY OF r. x ..,, / --:' .' MACKENZIE AND ARE NOT TO BE USED 1 I\ AGAINST TRACK '- " 0 -0" " OR REPRODUCED IN ANY MANNER,m : i ''`.. SEALANT EACH SIDE -1 . -, 1.-', I-- , / ' / / / WIN V.I.F. i -4 rr I ..,,,,, CONCRETE SLAB z x c) I 0 Z1 Lu ,' 159 V.1.F. 1 V.I.F. WEST WALL SOUTH WALL (f) a cr < iu REVISION SCHEDULE WALL — SOUND ISOLATION CLIPS A I AT FLOOR AND SUSPENDED CEILING 0 Lu , .._, , 6 DOOR — SIDELIGHT 3"=1'--0" -1 k 5.2/ HEAD SIMILAR < rfi I 3".1'-0" c6 A $ o ca Co 1/411:0kRfE(313117ETRY ELEVATION . I 1/4"=1'-0" LI A 5.21 © BREAK 305 -1 LU 8 CASEWORK ELEVATION . 1/4".--f-O" LU-J Deita issued As issue Date 13" CLR. " 12" CLR. - , ' ,13CLR. ' -,, / * 1 LINCOLN STUD SIZE: 2j " U.N.O. ' U.N.O. U.N.O. (2) ADJUSTABLE \ -. --\—. ADJ. MELAMINE SHELVES L MELAMINE SHELVES, ._ . . 1 1 > = --, -= TYPCIAL LIMITING WALL HEIGHT TABLE Lu • • PLASTIC LAMINATE FACES > 1 - • INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 © 5psf Ld Lu iu • • -.J CABINETRY BEYOND -J I I P LAM FACES • • Lu LLI Lu • • DESIGNATION SPACING MAX. WALL HEIGHT Lu LI LLI (J) =:= -=:=• Lu coLl 1, =I_ I 250S125-18 24" u) • ' I I 1 . 1 ,, t 250S125-18 16" 9'-7" SHEET TITLE: -, --\--- 250S125-27 24" 9'-10" DETAILS AND Lu , > / , 25" P.L. TOP 25" P.L. TOP > 25" P.L. TOP -J ,• PLASTIC LAMINATE 250S125-18 16" 11'-3" ELEVATIONS LJ _, • -Jj COUNTER AND 4 362S125-18 24" 13'-5" Li] LU lu LUBACKSPLASH. SIDE ,Lu Lu Lu v) l'7-541AX SPLASH PER ELEVATION 362S125-18 16" 14'-4"Lu , v) (r) , f, 1 --- — P-LAM COUNTER TOP AND SPLASH WITH SELF EDGE I 1 __-.- P-LAM COUNTER TOP AND 0 FAUCET, SPLASH WITH SELF EDGE CONTROLS 362S162-33 16" 16'-5" 1 - L. -1...,- . „ 362S162-43 16” 18'-0" , - - id I - i:i . DRAWER AS OCCURS IN ---c---% J - i . ix) • N. WRAP ALL EXPOSED PIPE 600S162-33 16" 24'-6" CABINETRY BEYOND ...-= ELEVATION , PER CODE . , • - . INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS DRAWN BY: CAK > OPEN BELOW, SUPPORT > II I ADJ MELAMINE SHELF, NO 8" cr -J WITH CERAMIC 11LE FACING L/360 @ 5psf 1.1.1 AS REQUIRED LAJ DRAWER OR SHELF AT / --z (-) *4o CHECKED BY: MRT,PDK -J J LU LU SINK LOCATION P-LAM FACES Lu La = 1 = = - = t= / ....f____;x_, .,. ___I------' 0 DESIGNATION SPACING MAX WALL HEIGHT SHEET: LU LU Ct C\I . P-LAM FACE • _i ._,__ I to Lu 362S125-18 16" 12'-4" _ (r) cc I Q. r.,-) 'c\I " o ' RUBBER BASE o __I ' ' RUBBER BASE I 6" ,1, to) IN ATTACHED TOE-KICK 4 1-- 362S125-33 16" 14'-3" 1 -J Li Cr AFF, WITH RUBBER BASE 02 . _ I Cia xl W-lir Lu 1 . (7) \— WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH z < I-- Lacc 2 -01/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12" "-0O.C. MAX. = < a. 2'-O" 'i/ " L ' " . , 0 / < I o J( 1 -J JOB NO. T 2190955.07 9 CABINET SECTION ._ 0 LL., 1 a CABINET SECTION „ . . 1 1 CABINET SECTION ,._ . Lii WALL HEIGHT TABLE < , ..) 0., A 5,21 TYPICAL 3/4"=1'-0" a) A 5.21 TYPICAL 3/4"=V-0" co A 5.21 ADA SINK WITH ATTACHED TOE KICK 3/4-" ' =1 -0" A co i PERMIT SET: 11/20/2019 0 o 0 *21909550r CATEMPNACPUBLISH_5912107_A5.20.DWG CAK 11/20119 13:22 1:98.00 Architecture • Interiors DOOR SCHEDULE Planning • Engineering DOOR NO. ROOM NAME DOOR OPENING DOOR FRAME DETAILS HARDWARE RATING COMMENTS SIZE THK TYPE MAIL FINISH MAIL FINISH GROUP P301A RECEPTION 3'-0"X8'-4" EXISTING VISION PANEL DOOR - 1 2 60 5003.23.2244.9.9 560 302A CONFERENCE 3'-0"X8'-4" 1-3/4" FL/R SC S HMK FF 6/A5.20 H-1 - 2 Vancouver,WA 360.695.7879 303A CONFERENCE 3'-0"X8'-4" EXISTING DOOR AND RELITE - - Seattle,WA 206.749.9993 304A OFFICE 3'-0"X8'-4" RELOCATED DOOR AND RELITE 6/A5.20 EXIST - 3 www.mcknze.com 306A OFFICE 3'-0"X8'-4" RELOCATED DOOR W/NEW REUTE HMK FF 6/A5,20 EXIST - 4,5 MACKENZIE. 308A PHONE 3'-0"X8'-4" 1-3/4" I FL/R SC S HMK FF 6/A5.20 H-1 - 2 DESIGN DRIVEN I CLIENT FOCUSED 309A PHONE 3'-0"X8'-4" RELOCATED DOOR AND RECITE 6/A5.20 EXIST - 3,5 Client ABBREVIATIONS COMMENTS HARDWARE GROUPS EXIST EXISTING 1. EXISTING DOOR AT EXISTING RATED CORRIDOR. H-i: PASSAGE FF FACTORY FINISH NEW DOOR AND 2'-0"WIDE RELITE TO MATCH LATCHSET. F75 GRADE 1, s H a R E s T E I N FUR FLUSH WITH INTEGRAL RELITE SUITE STANDARD. BUTTS,SEAL, STOPS HMK HOLLOW METAL KNOCKDOWN 3. RELOCATE EXISTING DOOR, FRAME, HARDWARE S STAIN AND RELITE, IF FEASIBLE. PROVIDE NEW TO SC SOLID CORE WOOD MATCH SUITE STANDARD AS REQUIRED. GL GLASS 4. RELOCATE EXISTING DOOR AND HARDWARE. PROVIDE NEW FRAME TO ACCOMMODATE NEW SUITE STANDARD 2'-0"WIDE REUTE. PROVIDE NEW IF REQUIRED. Project 5. CONTRACTOR TO CONFIRM IF TENANT WANTS VARIANT EXISTING LOCKING HARDWARE RE-USED AT SUITE 308 THIS LOCATION. TENANT DOOR GENERAL NOTES IMRPOVEMENT 10300 SW GREENBURG RD. 1. DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 36"TO 38"ABOVE THE FLOOR. TIGARD, OREGON 2. MAINTAIN MINIMUM CLEAR WIDTH AT STRIKE SIDE 18"AT PULL SIDE, 12"AT PUSH SIDE. 3. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING: EXTERIOR DOORS 8.5 LBS INTERIOR DOORS 5 LBS FIRE DOORS 15 LBS t ! ` k 4, EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY, SPECIAL EFFORT OR SPECIAL KNOWLEDGE. NO LATCH OR LOCKING. DEVIDE EXCEPT PANIC HARDWARE PERMITTED. �,f 5. DOOR OPENING HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT AND SHALL NOT REQUIRE TIGHT GRASPING OR TWISTING OF THE , PAUL IS WRIST. 11, 6. EXIT DOORS SHALL NOT BE LESS THAN 3'-0"IN WIDTH AND 6'-8" IN HEIGHT. PROJECTIONS, INCLUDING PANIC HARDWARE, SHALL NOT REDUCE ` • r THE OPENING TO LESS THAN 32"CLEAR WIDTH. '/ • 7. HANDLES, PULLS, LATCHES, LOCKS,AND OTHER OPERATING DEVICES ON DOORS, CABINETS, PLUMBING FIXTURES AND UTILITY FACILITIES •a11, ► , SHALL HAVE LEVER OR OTHER SHAPE PERMITTING OPERATION BY WRIST OR ARM PRESSURE AND NOT REQUIRING TIGHT GRASPING PINCHING OR TWISTING TO OPERATE,THE FORCE REQUIRED TO ACTIVATE SUCH EQUIPMENT, OTHER THAN EXTERIOR DOORS,SHALL BE NO GREATER 'i9kj THAN 5 POUNDS-FORCE. LL OF • MACKENZIE 2019 O ALL RIGHTS RESERVED SCHEDULE OF INTERIOR FINISHES THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRI I I EN PERMISSION PL-1: VERTICAL PLASTIC LAMINATE;TBD REVISION SCHEDULE PL-2: COUNTERTOP AND BACKSPLASH PLASTIC LAMINATE;TBD Delta Issued As Issue Date RB-1: RUBBER BASE; MATCH SUITE 215 AT 4 LINCOLN LVP-1: LUXURY VINYL TILE; MATCH SUITE 215 AT 4 LINCOLN CPT-1: CARPET TILE; MATCH SUITE 215 AT 4 LINCOLN P-1: (GENERAL PAINT) MATCH SUITE 215 AT 4 LINCOLN PAINT NOTE: EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATIN WASHABLE FINISH AT WALLS. FINISH TO HAVE A MASTER PAINTER INDEX OF 3 WITH A GOOD SCRUB RATING AND SHEEN AT 15%-25%AT 60 DEGREES. SHEET TITLE: SCHEDULES DRAWN BY: CAK CHECKED BY: MRT, PDK SHEET: 1 0 A6 . 1O • JOB No.2190955.07 I = PERMIT SET: 11/20/2019 219095507\DRAWINGSIARCHITECTURAL107 A6.10.DWG CAK 11/20/19 13:18 1:96.00