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Plans (10) BU P2019 -00189 RECEIVED • SITE JUL 31 2019 CITY OF TIGARD `.. — BUILDING DIVISION ,,!'-1• „FI... �II II k411 rrfr , - J g, - I II'Iy, .11_ � Ir iii- 1. M1ADONNA C) FFICE , ...:,.„:, /:! ° , 47 I- I I-1. I 1 I.-II I',10, 1 = I I Architecture . Interiors �, / I I �I I�.[ �,�-e r� v`�� ,•:,: - S7Fd.ICitt 13 t1Mltlf1f31 S - I 1 �', � - 1111lI , -. , i c y, '11114 I1 Li1y11111`i11_,l Planning . Engineering .7 !!, . . Al •! O - '(� `� �-' lIII I1111111'Ij1111 ij II :� A .!: 1- . {II ~ f_.,• ,,/ 1--II'1 ''lift ! lf11 . 1...-,.; mum= _- TT „..., li I.!,!7,.„...;;=, / TENANT IMPROVEMENT ,, ::,,„ --„,... , � AID � "--{.„,.,,,, ,-:...„ �- x'31 I ,, I :;111![7 � � ,k$ ® - Portland, OR ,-/ ' t -,---- _ - 503.224.9560 y `� : -__- �: ; s 4 : : :_� _ 4 LINCOLN . SUITE 110 i., t%i:'>E :-. =`r' `` ice; �" .. Vancouver, WA ,_- . __-� i ; PROJECT LEGEND 360.695.7879 ' .' : 4 -.. _. T 1> ,.. 10250 SW G R E E N B U R G R D . Seattle, WA rL7- II I 9'Imam ¢ a _=� F:::' EXISTING CONSTRUCTION TO BE DEMOLISHED 206.749.9993 4 I e www.mcknze.com ', I `I� I - '`y ��ITTf !I'T = �� EXISTING WALL TO REMAIN T I GAR D OREGON /t .„ , _ L ILI I I I '\ `�,� ,� _ I;i Ij IIII its _ .+I,I I I,I 1.1 1, m NEW WALL TO UNDERSIDE OF GRID, SEE 4/A5.20 MACKENZIE S - I � 'I � k I I I DE/ION DRIVEN 1 CLIENT FCCIJEED 4 -_ TRUc1fJP,PARKN6 1 r = p NG -�\a. = = is I ,� , III IIS _= Iii li 1 ., , II I11.9 - EXISTING DEMISING WALL \ _ OPHGE COPY Client ` , �`-ji I I Li 1-111 l.111 I '7. 1 1 1 1 II 1''11 111111111 1 1 1 1fl I • EXISTING 2-HOUR RATED WALL TO REMAIN CITY OF TIGARD w swasksaeet _ --- REVIEWED FOR CODE COMPLIANCE i` Z� + EXISTING QUADRUPLEX OUTLET 25 50' 100' 200 OTC:C `{-J I SNORE STE I N L EXISTING POWER AND DATA 1 VICINITY MAP Permit#: � - 't (\c2q ,� EXISTING COVERPLATE 0.0 NOT TO SCALE Address: 15,E rr, - .- „,fJ r4. go $ EXISTING LIGHT SWITCH Suite#i 1) C) CODE SUMMARY LEGEND INDEX OF DRAWINGS By: Date: 3i, �� � Q EXISTING THERMOSTAT - - - - - - - ., . w ,. _ GENERAL I Clk0 AO ADA ACTUATOR BUTTON G0.01 TITLE SHEET, CODE SUMMARY, VICINITY MAP, KEY PLAN, LEGEND AND GENERAL NOTES Pro ect _i_Lji ` EXIT EXIT ACCESS �` ARCHITECTURAL MIADONNA OFFICE I€ 1 I "-d ' _ j ® ILLUMINATED EXIT SIGN 6 EXISTING FIRE STROBE A1.10 DEMOLITION PLAN, PARTIAL FIRST FLOOR PLAN AND NOTES SUITE '! 10 t • PROPOSED FIRE EXTINGUISHER LOCATION EXISTING SPEAKER A1.11 DEMOLITION REFLECTED CEILING PLAN, REFLECTED CEILING PLAN,ALTERNATE DEMOLITION i_r i' L n OF ` •AI ■ �� t S REFLECTED CEILING PLAN, ALTERNATE REFLECTED CEILING PLAN AND NOTES TENANT } AREA OF WORK NEW OUTLET AND VOICE/DATA ROUGH IN LOCATION A4.10 SCHEDULES, INTERIOR ELEVATIONS AND NOTES IMPROVEMENT I� A5.20 INTERIOR DETAILS l Ir�� 5 �� i. NEW OCCUPANCY SENSOR LIGHT SWITCH LINCOLN f st r�� DIAGONAL DISTANCE = 77-8° SCOPE OF WORK 10250 SW GREENBURG RD. • -- _________-___- ,I ® NEW BASEFEED, (1) CIRCUIT PER (4) WORKSTATIONS TIGARD, OREGON r I • # 4 DIAGONAL = 25-10" (MIN. DISTANCE ALLOWED) sTHE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS OF ■ — — — DISTANCE BETWEEN EXITS:38'-7' ® NEW BASEFEED, (2) CIRCUITS APPROXIMATELY 2,799 SQUARE FEET ON THE FIRST FLOOR OF THREE FLOORS TOTAL.WORK TO INCLUDE r - DEMOLITION, NEW WALLS, DOORS, RELITES, CABINETRY AND FINISHES.1� ��� � �.I m COMMON PATH OF EGRESS TRAVEL =43-9"(100'-0" MAX.) S/1[H NEW SECURITY ACCESS LOCATION I i , '�' �. 1. VALUATION: $55,000 3041 I, • 'Oil n ��'�' : REMOVED/RELOCATED LIGHT FIXTURES ETER P. ALTO J EXISTING LIGHT FIXTURE mi. - 1 I LEI - _ II I 1 _ DESIGN/CODE DATA PORTLAND, OR GO i,j o EXISTING SURFACE MOUNT LIGHT FIXTURE r I0, 4 EXISTING SUPPLY/RETURN VENT GOVERNING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE .4.9)b O ' ciLOCCUPANCY: B OF O* _ � ' EXISTING SPRINKLER CONSTRUCTION TYPE: TYPE 1-B II TENANT AREA: APPROXIMATELY 2,799 SQUARE FEET I 1` EXISTING EXIT SIGNAGE OCCUPANCY LOAD: 27 C MACKENZIE 2019 O ALL RIGHTS RESERVED >< _ 1 REQUIRED EXIT, 2 EXITS PROVIDED. THESE DRAWINGS ARE THE PROPERTY OF All 2 KEY PLAN EXISTING CEILING GRID MACKENZIE AND ARE NOT TO BE USED BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION WITH ON SITE EMERGENCY OR REPRODUCED IN ANY MANNER, III0.0 1ST FLOOR NTS GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. WITHOUT PRIOR WRITTEN PERMISSION EXISTING GYPSUM BOARD CEILING REVISION SCHEDULE NEW SUITE STANDARD LIGHT FIXTURE Delta Issued As Issue Date NEW BUILDING STANDARD LED LIGHT FIXTURE (ALT.) DEFERRED SUBMITTAL PROJECT GENERAL NOTES 2014 OSSC SECTION 107.3.4.2 \ PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TO BE >r (BY SEPARATE PERMIT)CONFIRMED THROUGH DEFERRED SUBMITTAL FIRE SPRINKLER VALi�I TY OF F ,u:�.. 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. .b FIRE ALARM THE ISSUANCE OFA PERMIT MECHANICAL BASED ON CONSTRUCTION B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION,AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. I ELECTRICAL DOCUMENTS AND OTHER I ALIGN FACE OF FINISH WITH FACE OF FINISH PLUMBING DATA SHAH NOT PREVENT 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 EXIT ILLUMINATION THE CODE OFFICIAL FROM CORRECTION WORK REQUIRED ASA RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. HEOUIR��INppGppTHE CORRECTION 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 SYMBOLS AND REFERENCES NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGNO�FTHE E9 l'I CORRECTION ENTS. CALLED TO THE ATTENTION OF MACKENZIE. PROJECT NORTH THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT 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 INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO SHEET TITLE: OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. TRUE NORTH ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL TITLE SHEET, CODE F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. FILLED ARROW CONTSUMMARY, VICINITY T ACTS MAP, KEY PLAN, LEGEND 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. A AND GENERAL NOTES DETAIL# H. DO NOT SCALE DRAWINGS. INTERIOR ELEVATION KEY MARK ARCHITECT CONTRACTOR I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. W SHEET# vim► SUB-CATEGORY MACKENZIE RUSSELL CONSTRUCTION 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 CATEGORY 1515 SE WATER AVE, SUITE 100 20915 SW 105TH AVE RECYCLING/RE-USE OF DEMOLITION DEBRIS. PORTLAND, OR 97214 TUALATIN, OR 97062 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 KEYNOTE 0 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. SPACE NAME CONTACT: LINDSEY CARPENTER CONTACT:TEL: 503.224.9560 TEL: 5D0STURDIVANT DRAWN BY: KGB, SW 03.692.9002 L. ALL DESIGN BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. OFFICES SPACE # FAX: 503.228.1285 EMAIL: DSTURDIVANT@RUSSELLCONSTRUCTION.COM ROOM/SPACE IDENTIFICATION 114 EMAIL: LCARPENTER@mcknze.com CCB: 58918 CHECKED BY: MRT, PPA 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 EXIST. FLOOR FINISH ' OWNER. P RB WALL BASE FINISH SHEET: WALL FINISH LANDLORD/OWNER SHORENSTEIN REALTY SERVICES CITY OF TIGARD 1oA 5335 MEADOWS ROAD, SUITE 275 DOOR SYMBOL NUMBER 01 LAKE OSWEGO, OREGON 97035 Approved b Planning G0U . Date: CONTACT: ROB FABIAN TEL: 503.412A844 Initials: _____Al!___ --- JOB NO. EMAIL: RFABIAN@SHORENSTEIN.COM 2190953.03 PERMIT SET: 07/25/2019 2190953031DRAW1NGS\ARCHITECTURAL103 G0.01.DWG KGB 07/25/19 13:24 1:96.00 • • • . B iI. • NI • • • , e GENERAL NOTES II OFFICE CONFERENCE °L •TYP II 101 102 D OFFICE A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. 5gg i ,�8= _ — CPT TILE [CPTTILE! CPT TILE B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. �� P [RB P IRB P IRB ,�; AA DD BB AA C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. M . �________________ i____.__.z_. 7 O O D. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAILS 1/A5.20. r 0 4:4 i__I__. _T-714 I ,� C01/) i E. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT ONLY. COORDINATE Architecture • Interiors •<0 OPEN OFFICE C ELECTRICAL./DATA/SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. Planning Engineering a g ■ 114A 104 103A F. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. CONTRACTOR IS --__' r-t — - -i- ' 6 v • A LVP RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. I .= I � i _- r P RB �i� CLOSET CLOSET G. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. .as :448L _ _ ; =_.ti 114105 H. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD UNLESS NOTED 44T LVP LVP rr .,, ,; O P I RB P RBOTHERWISE. Portland, OR `°' I STAIR;;L_�; 503.224.9560 `---�tl___, rr s �. 105A I. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN PERFORMED (ON T, .- rr ! �___. Vancouver, WA 1.' 07/24/2019, WHILE OCCUPIED) AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION __,, .-- �- a 740 �= 360.695.7879 -- ? PHOTO ROOM IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS _ _ . . ...„1, c::t4 Seattle, WA n113 WITH TENANT. 1V„ ,� .1--i-i. •:' 206.749.9993 i_ �; X21' _. _ or, ^-'' `+�" CPT J. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. -` ?t =-; P ]RB www.mcknze.com 104A Ilk _ 3i� STORAGE K. PATCH AND REPAIR WALLS WHERE AFFECTED BY NEW CONSTRUCTION. PAINT NEW AND EXISTING WALLS O - 1r- Q , 106jg` :: THROUGHOUT. MACKENZIE . ;iH H r «44 «4a L_ l_J�44 y P IRB DESIGN DRIVEN I CLIENT FOCUSED «Is •, .• D : ; , 106A L. EXISTING FLOOR FINISH TO REMAIN, WHERE INDICATED. NEW BUILDING STANDARD CARPET TILE AT OFFICES, O .- f '� 1 li CONFERENCE AND PHOTO ROOM. NEW LVP AT OPEN OFFICE, STORAGE, CLOSETS AND BREAK. SEE 2/A1.10 FOR Client M t4 1 _Y r4 `='56 TYP U U PAKAGING LOCATIONS _-•--�_-1 107 M. ALL DIMENSIONS SHOWN AS PLUS/MENUS {±} ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. VERIFY AND CONFIRM'ti szm . { I CPT B II ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES 0 r `i: • PRIOR TO START OF WORK. SHORE STEIN i __. ! c 5 I E{i''r { N. ADD SOUND INSULATION IN ALL NEW WALLS. I 64 r - BREAK :, 7- .. ., .. 112 O' • FICE LVP ANA 108 KEYNOTES Eli— Al - P ]RB 4111) C4 CPT1 111 P IRB LJ 5 TOIL T AA 1. CAP ABANDONED PLUMBING WHERE FIXTURES ARE REMOVED. Project 7:::!.: '4 ,_ CC •1.10 t; 4,_6,� EQ I 111 108A O 2. RE USE EXISTING PLUMBING LOCATION FOR NEW LAYOUT. MIADONNA OFFICE �. �, _ -- I '= = `�`�-, I EXIST , • - � I I�1 I I T, `� C BB A , - P I EX. ML 41/dal 3. DEMOLISH WASHER/DRYER HOOK UPS AND VENTILATION, CAP AREAS AS REQUIRED. SUITE 11 D ��_ I= m _ --- © LOBBY TENANT �* AO 109 O 4. PATCH, REPAIR AND INFILL WALL WHERE EQUIPMENT IS BEING REMOVED. _ A4.10 I OILET� LVP , 5. EXISTING SINK AND CABINETRY TO REMAIN. PATCH AND REPAIR CASEWORK AS REQUIRED BY REMOVAL OF IMPROVEMENT + © I 110 P I RB BB + Q I EXIST 1104 EQUIPMENT. ' l 4 LINCOLN p G• 4 _1 ;II P 1 EX. 109A I ; �7 'Y j 6. EXISTING SHELVING TO REMAIN. 10250 SW GREENBURG RD. ` — ——— TIGARD, OREGON II �— m 7. ALIGN NEW WALL WITH EXISTING WALL 4 8. NEW UPPER AND LOWER CABINETRY, SINK, BUILDING STANDARD DISHWASHER, FLOODSTOPPER AND PLUMBING AT DEMOLITION PLAN PARTIAL FIRST FLOOR PLAN BREAK. PROVIDE COPPER LINE FOR TENANT PROVIDED REFRIGERATOR. RE-USE AND MODIFY EXISTING PLUMBING jti ' 1 118"=1' 0" ' 118„=1' 0” LOCATION IF FEASIBLE. ��� 3041 C � 9. PROVIDE DEDICATED THREE PRONG OUTLET AND DRYER HOOK UP FOR TENANT PROVIDED STACKING WASHER AND PETER P. ALTO DRYER. CONFIRM FINAL SPECIFICATION REQUIREMENTS AND EQUIPMENT SIZE WITH TENANT. PROVIDE APPROPRIATE y VENTILATION AS REQUIRED. 10. LOWER EXISTING POWER AND DATA, WHERE INDICATED, TO STANDARD HEIGHT. {R PORTLAND, OREGON L' OF ° ALTERNATE UPGRADES BREAK 112 I PROVIDE SEPARATE PRICING FOR THE FOLLOWING: MACKENZIE 2019 LVP O ALL RIGHTS RESERVED P I RB AA. IN LIEU OF BUILDING STANDARD CARPET TILE, PROVIDE NEW BUILDING STANDARD LVP AT OFFICES AND CONFERENCE THESE DRAWINGS ARE THE PROPERTY OF - _ _ ROOM, WHERE INDICATED. MACKENZIE AND ARE NOT TO BE USED BB. IN LIEU OF BUILDING STANDARD LVP, CLEAN CONCRETE FREE OF DEBRIS AND ADHESIVES. PROVIDE SEALED CONCRETE OR REPRODUCED IN ANY MANNER, 1,S1/4'-6" EQ AT OPEN OFFICE, CONFERENCE, STORAGE, CLOSETS AND BREAK. CONFIRM FINAL SPECIFICATIONS WITH LANDLORD WITHOUT PRIOR WRITTEN PERMISSION �� a AND TENANT. 01 B 4—. oar' - Co CC. PROVIDE ELECTRIFIED HARDWARE FOR TENANT PROVIDED ACCESS SYSTEM AT ENTRY DOOR AND PACKAGING ROOM, 0 WHERE INDICATED. ASSUME AT MAIN ENTRY TO RE-USE EXISTING COVERPLATE LOCATION, IF FEASIBLE. DO NOT ALTER I REVISION SCHEDULE r...--1BRICK FACADE WITH NEW TENANT PROVIDED EQUIPMENT LOCATION, ASSUME HARDWARE TO RUN THROUGH DOOR A4.10 2 kg Delta Issued As Issue Date FRAME AT MAIN ENTRY ONLY. CONFIRM FEASIBILITY WITH EXISTING ENTRY DOOR AND MODIFY AS REQUIRED. PROVIDE NEW DOOR IF REQUIRED TO ACCOMMODATE ELECTRIFIED HARDWARE. MATCH BUILDING STANDARD. tDD. RAISE EXISTING POWER AND DATA TO 60"AFF FOR TENANT PROVIDED FLAT SCREEN. PROVIDE NEW POWER AND DATA AT —= 60"AFF,AS REQUIRED. PROVIDE BLOCKING AS REQUIRED FOR SUPPORT. CONFIRM FINAL LOCATION WITH TENANT. II EE. PROVIDE NEW FRAMED RELITE TO MATCH EXISTING SUITE STANDARD WIDTH AND STYLE, WHERE INDICATED AT OFFICE. FF. DEMOLISH EXISTING PHONE BOARD. 1111 ALTER NATE BREAK ROOM PLAN GG. RETRACT SCOPE OF WORK FOR PORTION OF NEW UPPER AND LOWER CABINETRY AT BREAK TO ALTERNATE PLAN, SEE A II 5/A1.10 HH. RETRACT SCOPE OF WORK FOR NEW DISHWASHER AND INSTALLATION AS SPECIFIED IN KEYNOTE #7 AND RE-USE EXISTING DISHWASHER. SEE 5/A1.10 II. RETRACT SCOPE OF WORK FOR DEDICATED THREE PRONG OUTLET, DRYER HOOK UP, VENTILATION AND INSTALLATION FOR STACKING WASHER AND DRYER AS SPECIFIED IN KEYNOTE #8. SEE 51A1.10 SHEET TITLE: DEMOLITION PLAN, PARTIAL FIRST FLOOR PLAN , ALTERNATE PLAN AND NOTES DRAWN BY: KGB, SW CHECKED BY: MRT, PPA SHEET: 1 0 A1 . 1O JOB NO. 2190953.03 PERMIT SET: 07/25/2019 2190953031DRAWINGSIARCHITECTURAL103 A1.10.DWG SW 07/25/19 16:03 1:96.00 J` * —J` ` I ` "��`— 7- g--- --P-r- -` "—" GENERAL NOTES X E g-, X x A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 81-111'± (EXISTING) AFF, UNLESS NOTED OTHERWISE. B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 1/A5.20. ® o X ° ® o ® ° ° C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER -- — OF 2x5 TILE, UNLESS NOTED OTHERWISE. I 7./ / / ' D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS WILL BE BY DEFERRED SUBMITTAL.B / / 4LL� E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. CONTRACTOR IS RESPONSIBLE TO Architecture ■ Interiors ° @ ):( ° @ X PROGRAM THE OVERRIDE HVAC SUTTON. ,� Xl/ N I- Z PlanningEngineering ® ��� / J 9 ® F. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. • ° G. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE PROVIDED BY THE 4 . I ® - -. ••-•- ® C / ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING ° _ ° INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND • NOTIFY ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. �� „ w, /1ilio CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION AND SAT MAIN GRID LINES,• F , r--a v' I �� • ° • A ° Portland, OR / RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND APPROVED BY LOCAL JURISDICTION THRO H UG DEFERRED° �1 _ ° 503.224.9560 I�-� �_� i� ® x SUBMITTAL. ®i;� - � �� / Vancouver,360.695.7879 ® v \ ll L-_•, rul,__I �� ° I` , � � Seattle, WA 206.749.9993 X ,1 FT443.. KEYNOTES{ X XI, . .�: www.mcknze.com , x ° r--, ,�_7 �y _.49 - 1. PATCH AND REPAIR CEILING GRID AND TILE WHERE MEDICAL EQUIPMENT IS REMOVED, TO MATCH EXISTING. MACKENZIE . I, ii ., ,1 0 @ ° I ;� .° @ ° ° �O 3` 2. EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. OBSERVATION IS LIMITED TO DESIGN DRIVEN I CLIENT FOCUSED VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES. ANY VARIATIONS TO BE CONFIRMED ON SITE BY CONTRACTOR. Client ill • ,- I Illi 1116 -II - mil , 111 l,liift • I � iii , 1,,1 ,, SP i� ALTERNATE -�- _ _ UPGRADES I\ ' 1\ / @ A • ® PROVIDE SEPARATE PRICING FOR THE FOLLOWING: SHORE STE I N 10 ® 0 0 ® 0 0 co 1, , �i�_ 1 - ® JJ. PROVIDE NEW BUILDING UPGRADED LITHONIA 2ALL4 2X4 LED LIGHT FIXTURES WITH DIMMERS THROUGHOUT. ' - KK. RELOCATE EXISTING CEILING COMPONENTS IF REQUIRED AND WHERE AFFECTED BY NEW LIGHTING LAYOUT. • 0 fp, 1 0 g A , ° 1t11T27 iWii ALTERNATE LANDLORD P 1 O UPGRADES c`` ° ® a ® ° Project i � +' ,. . . 1.. ... .i.. .] PROVIDE SEPARATE PRICING FOR THE FOLLOWING: MIADONNA OFFICE _ ,,,/,, F . . J-ko ° ® ° ® ii - / AAA. PROVIDE NEW BLACK FABRIC AWNING AT EXISTING AWNING STRUCTURE. ASSUME NO LOGO OR BRANDING. SUITE 110 ° _ ._. _..„., . . I . __. 1. I / , ° TENANT ° L X ° • f— "� / ° , IMPROVEMENT . A If @Z ® •• ® © ® ® II' A / 1® 4 LINCOLN _ NM 10250 SW GREENBURG RD. II lir M —1111 IIIII TIGARD, OREGON i 121 1 1 DEMOLITION REFLECTED CEILING PLAN REFLECTED CEILING PLAN0c......ts.0) jiiit' 3041 �r ' 1/8"=1'-0” 1/8"=11-011 ~ ETER P. ALTO ‘, ,..fe t—I L _L ii_ �_� --- _` ar ,• ORTLAND, OR GO0 .L, -1 �., t.>:_1 .----1 • L__,_J • .....� - ' OF pg ]: - @ . cof r r MACKENZIE 2019 ,�, r/l. O ALL RIGHTS RESERVED 7 4 } } I � o �'',' THESE DRAWINGS ARE THE PROPERTY OF AV / MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, 1 _ FOr i,-.._...-. •0 •0 0 0 7 .' 1 _"'�_ ° ° REVISION SCHEDULE r r- r-�--, r----7 r ____ ` ;�� o TY (, /f/ ° Delta Issued As Issue Date 6) ,�I 1 , I • X @ A .._ , 1 t 7.7.... ___70._ . _ _ I —.1 _ 1 _ i ,..,,J0 . ____ ____ __., L_Jr ' ; ; € 11,j)KK 1 Cf l Trrl 1 I \ % ; ,. 1 SHEET TITLE: Tr'z' ' DEMOLITION REFLECTED t- �- '` - -'x `� ', I CEILING PLAN, ® r ® ® t REFLECTED CEILING ® ° • ° ° • PLAN, ALT. DEMOLITION ® 1,• III . ' Y REFLECTED CEILING F5f r r .r _ 0 ® �F, -�, - ;�;" ///// //:///7,41.0 r PLAN, ALT. REFLECTED v= .. a ;>� x t-_`', c_ FS'. 1_2, __-. _ I / CEILING PLAN AND II / NOTES > —`3—,fes.�•_�- f ° ° I I I - I i i===-= = �� I DRAWN BY: KGB, SW CHECKED BY: MRT, PPA 0 : , 0 jft L---J 0 ° IISHEET: i •• ; % • `„` , /7 so (5) I ;_ —________ •t II M I II •, A Al • 11 1 1 ID , JOB NO. ALT. DEMOLITION REFLECTED CEILING PLAN 4 ALT. REFLECTED CEILING PLAN 2190953.03 1 ' 11$11=1'_0" ' 1 .1 1/811=11.01! PERMIT SET: 07/25/2019 2190953031DRAWINGSIARCHITECTURAL103 Al.11.DWG SW 07/25/19 13:31 1:96.00 DOOR SCHEDULE HARDWARE GROUPS DOOR DOOR OPENING DOOR FRAME DETAILS I HARDWARE RATING COMMENTS H-1: STOREROOM/SERVER NOTES: H. IF ALTERNATE HH MOVES FORWARD, PROVIDE LOWER CABINET IN LIEU OF NO. SIZE THK TYPE MAIL FINISH MAIL I FINISHGROUP 1 LOCKSET, F86 GRADE 1, BUTTS, A. FINISH ENDS, TYP DISHWASHER OPENING 101A 31-0"x8'-0" EXISTING DOOR 4,5,6 SEAL, STOP, CLOSER B. CONFIRM REQUIREMENTS AND SIZES FOR ALL EQUIPMENT/APPLIANCES PRIOR TO I. IF ALTERNATE GG MOVES FORWARD, DISREGARD ELEVATION B AND ADJ. CABINETRY H-2 PASSAGE CONSTRUCTION OF CABINETRY LAYOUT, AS REQUIRED. SEE 2/A4.10 FOR ALTERNATE LAYOUT 103A 3-0"x8'-0" EXISTING DOOR 4,5 LATCHSET F75 GRADE 1, C. ALL COUNTER TOPS, EDGES, AND BACKSPLASHES, PL-2 104A 3'-0"x8'-0" EXISTING DOOR 1,3,4 BUTTS, SEAL, STOPS Architecture • Interiors D. CONTRACTOR TO PROVIDE DEDICATED OUTLET FOR BLACK GE #GDT225GLBB ADA DISHWASHER 105A 3'-0"x8'-0" EXISTING DOOR 4.5 Planning = Engineering E. SHIM AS REQUIRED 106A 3'-0"x8'-0E' EXISTING DOOR 4,5 F. ALL CABINET FACES AND DOORS, PL-1 G. ALL EXPOSED EDGES AT DOORS AND SHELVING TO BE P-LAM TO MATCH ADJACENT 107A 3'-0"x8'-0" EXISTING DOOR H-1 - 2,4,5 VERTICAL SURFACES 108A 3'-0"x8'-0" 1314" FL SC S HMK P 6/A5.20 H-2 - 4,5 8 abi CEILING `ai `___ TYP 109A 3'-0"x8'-0" EXISTING DOOR 5,7 Portland, OR 110A 3'-0"x8'-0" EXISTING DOOR 4,5 503.224.9560 ALIGN IJ LOWERS 1'-0'. 1'-0" ALIGN W/ LOWERS Vancouver, WA ,k /I. 4. ,k ,+' / 111A 3'-0"x8'-0" EXISTING DOOR 4,5 360.695.7879 EQUIPMENT, NIC -\ 7\ v '" \ \ " N. i� n ? - - _.7` _ _�_ -\-- � T.- _ � - ,_ -.,� 113A 3'-0"x8'-0° EXISTING DOOR 4,5 Seattle, WA INSULA TED f a. _ — — �- -/- L — — \.— — 114A 3' 0"x8' 0" EXISTING DOOR 4 5 206.749.9993 EXPOSED PIPES I \\y. Y : \ A `U' `UU ' ` ' www.mcknze.com PER ADA CODE I I 0 - _ _ _ I I GENERAL NOTES ABBREVIATIONS il - - 1, - \. -. MACKENZIE . PROVIDE -- _ - - - - - - A. ALL DOORS/CLOSURES TO BE CHECKED,ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. DESIGN DRIVEN I CLIENT FOCUSED ... _,, r DISHWASHER �. o 'n`- �` 41 I I N,i \ I (—-- X- - -X --) B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR WITH MORTISE LOCKSET AS DETERMINED BY LANDLORD. FL FLUSH Client OPEN BELOW PER N. I C.C. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE. ADA CODE I I �`' `/ IN u v u SC SOLID CORE WOOD IIII .` \ j D. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS. j, 3'-0" 2' 0'f 2'-9" 1'--1?' &) EQ E. VERIFY DOOR HEIGHT DIMENSIONS.APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. S STAIN F. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE POSSIBLE. CLR. • 1. DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 36"TO 38"ABOVE THE FLOOR. PANIC HARDWARE SHALL BE HMK HOLLOW METAL KNOCKDOWN 8'-9"f / 9'-8"± BETWEEN 36"TO 42". P PAINT SHORE STE i N VERIFY VERIFY 2. MAINTAIN MINIMUM CLEAR WIDTH AT STRICK SIDE 18"AT PULL SIDE, 12"AT PUSH SIDE. 3. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING: ELEVATION A ELEVATION B. EXTERIOR DOORS 8.5 LBS cn INTERIOR DOORS 5 LBS I FIRE DOORS 15 LBS 1 CABINETRY ELEVATION4. EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY, SPECIAL EFFORT OR SPECIAL KNOWLEDGE. NO I LATCH OR LOCKING DEVICE EXCEPT PANIC HARDWARE PERMITTED. • 4.11 BREAK 112 1/¢"-1'-0" Lij> 5. DOOR OPENING HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT AND SHALL NOT REQUIRE TIGHT GRASPING OR Project �, TWISTING OF THE WRIST. MIADONNA OFFICE NOTES: 6. EXIT DOORS SHALL NOT BE LESS THAN 3'-0" IN WIDTH AND 6-8" IN HEIGHT. PROJECTIONS, INCLUDING PANIC HARDWARE, SHALL SUITE 110 NOT REDUCE THE OPENING TO LESS THAN 32" CLEAR WIDTH. A. FINISH ENDS, TYP 7. ALL GLAZING IN DOORS,ALL GLAZING LESS THAN 18" FROM FINISHED FLOOR, AND GLAZING WITHIN 24" OF DOORS AND LESS TENANT B. CONFIRM REQUIREMENTS AND SIZES FOR ALL EQUIPMENT/APPLIANCES PRIOR TO THAN 60" FROM FINISH FLOOR SHALL COMPLY WITH ALL LOCAL BUILDING CODE REQUIREMENTS FOR SAFETY GLAZING. (USE 1/2" CONSTRUCTION OF CABINETRY TEMPERED GLASS MINIMUM, UNO.) IMPROVEMENT C. ALL COUNTER TOPS, EDGES, AND BACKSPLASHES, PL-2 8. HANDLES, PULLS, LATCHES, LOCKS,AND OTHER OPERATING DEVICES ON DOORS, CABINETS, PLUMBING FIXTURES AND UTILITY 4 LINCOLN D. CONTRACTOR TO PROVIDE DEDICATED OUTLET FOR BLACK GE #GDT225GLBB ADA FACILITIES SHALL HAVE LEVER OR OTHER SHAPE PERMITTING OPERATION BY WRIST OR ARM PRESSURE AND NOT REQUIRING DISHWASHER TIGHT GRASPING PINCHING OR TWISTING TO OPERATE, THE FORCE REQUIRED TO ACTIVATE SUCH EQUIPMENT, OTHER THAN 10250 SW GREENBURG RD. E. SHIM AS REQUIRED EXTERIOR DOORS, SHALL BE NO GREATER THAN 5 POUNDS-FORCE. TIGARD, OREGON F. ALL CABINET FACES AND DOORS, PL-1 G. ALL EXPOSED EDGES AT DOORS AND SHELVING TO BE P-LAM TO MATCH ADJACENT VERTICAL SURFACES COMMENTS `S.D AkC) 1. EXISTING DOOR AT EXISTING RATED STAIRWELL. 3041 Ark 2. PROVIDE LOCKING HARDWARE AND CLOSER AT PACKAGING DOOR. PE4TER P. ALTOIWar* lilW y 8TYP CEILING ALIGN / LOWE RS ALTERNATE COMMENTS (PROVIDE SEPARATE PRICING FOR THE FOLLOWING) f fl, 'ORTLAN', ORE IN EQUIPMENT, NIC -N y n /N z•\ N \ 3. PROVIDE NEW LOCKING HARDWARE AT STAIRWELL DOOR.ASSUME STOREROOM, F84, ON INTERIOR SIDE OF SUITE AND -/.1Z) • c-e T- -7.2"" - —77---- -"\- SECURE PLATE ON STAIRWELL SIDE, ALLOWING NO ACCESS INTO SUITE. CONFIRM FINAL SPECIFICATIONS WITH LANDLORD OF 0 INSULA TED .\ i - ,,z" .. - _, *\_._ _�- AND TENANT. EXPOSED PIPES `L.l' •k ii y 4. PREP DOORS AND FRAMES TO RECEIVE NEW PAINT THROUGHOUT SUITE AT INTERIOR ONLY. ASSUME TO MATCH GENERAL PER ADA CODE I b - WALL COLOR, CONFIRM FINAL SPECIFICATIONS WITH LANDLORD AND TENANT. O MACKENZIE 2019 i \ c\I I 5. PROVIDE NEW BRUSHED STAINLESS DOOR LEVER HARDWARE AND HINGES AT INTERIOR DOORS THROUGHOUT SUITE. C ALL RIGHTS RESERVED PROVIDE _ ,� - -- - � \ N 6. PROVIDE BUILDING STANDARD VISION PANEL AT EXISTING DOOR, IF FEASIBLE. THESE DRAWINGS ARE THE PROPERTY OF DISHWASHER �► n V 0 7. PROVIDE ELECTRIFIED HARDWARE FOR TENANT PROVIDED KEYCARD ACCESS SYSTEM. CONFIRM FINAL SPECIFICATION WITH MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, �� " — TENANT. WITHOUT PRIOR WRITTEN PERMISSION OPEN BELOW PER E- .` , N/ N. N ADA CODE - \ \ �/ 3'-0" 2'-O", 2'-9" jr (3) EQ. cn r ' FINISH GENERAL NOTES REVISION SCHEDULE CLR. v) Delta Issued As Issue Date 8'-9"± I • /VERIFY cr m A. EXISTING FLOOR FINISH TO REMAIN, UNLESS NOTED OTHERWISE. I B. PATCH AND REPAIR EXISTING WALLS WHERE AFFECTED BY NEW CONSTRUCTION. PAINT NEW AND EXISTING WALLS THROUGHOUT. 2 ALTERNATE CABINETRY ELEVATION w C. PAINT NOTE: LOW VOC LATEX PAINT TO BE USED. EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATIN WASHABLE FINISH AT WALLS. SEMI-GLOSS FINISH AT ALL TOILET ROOM WALLS AND CEILINGS. FINISH TO HAVE A MASTER PAINTER INDEX OF 3 WITH A GOOD A 4.11 o BREAK 112 (IN LIEU OF 1/A4.10) 1/4"=1'-0" I-I- SCRUB RATING AND SHEEN AT 15%-25%AT 60 DEGREES. _j D. CONCRETE NOTE: REMOVE DIRT, DUST, DEBRIS, OIL, GREASE, EFFLORESCENCE, SEALERS, PAINT, COATINGS, ADHESIVES AND OTHER CONTAMINANTS BY ANY NECESSARY MEANS PRIOR TO POLISHING THE FLOOR. HONE THE CONCRETE TO A SCRATCH FREE SURFACE. NO MORE THAN A 100 GRIT LEVEL FINISH. SCHEDULE OF INTERIOR FINISHES , SHEET TITLE: CPT-1: TBD, BUILDING STANDARD SCHEDULE, INTERIOR ELEVATIONS AND NOTES LVP-1 TBD, BUILDING STANDARD RB-1: TBD, BUILDING STANDARD SC-1: (ALTERNATE) SEALED CONCRETE, POLISH:TBD PL-1: (CABINET FACES) TBD, BUILDING STANDARD PL-2: (COUNTERTOP) TBD, BUILDING STANDARD DRAWN BY: KGB, SW P-1: (GENERAL PAINT) TBD, BUILDING STANDARD CHECKED BY: MRT, PPA SHEET: 1 0 A4 . 1O JOB NO. 2190953.03 PERMIT SET: 07/25/2019 219095303\DRAWINGSIARCHITECTURAL103 A4.10.DWG SW 07/25/19 15:55 1:96.00 FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT * "4 LINCOLN" STUD SIZE: 2X" 33 MIL 3-1/2" METAL WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS BERC 2 8" MAX. STUD BRACING TO FLOOR DIRECTLY TO WALL FRAMING CLIP STRUCTURE AT 8'-0" OC LIMITING WALL HEIGHT TABLE WITH (2) #8 SHEET METAL SCREWS AT EACH ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS 0_,N. INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 © 5psf \ END. BRACING TO BE WITHIN 8" OF PERIMETER PROVIDED WHERE --- LATERAL BRACING WITH APPROVED VERTICAL © . ° ° DESIGNATION SPACING MAX. WALL HEIGHT \ DISTANCE BETWEEN M . COMPRESSION STRUT AT 12'-O" OC EA WAY ° J 2505125-18 24" 8'-4" ` PERPENDICULAR -� COUNTERSLOPE HANGERS IF MORE THAN 1: 6 OUT OF PLUMB 2„ / lrAt* INTERSECTING WALLS OR Architecture • Interiors • ° 2505125-18 16" 9'-7" �_' . �� / HORIZONTAL BRACING '0° ®� - I `4�. BETWEEN WALLS EXCEEDS Planning ■ Engineering // "ATTACHED ° ° 2505125-27 24" 9'-10" ` ` � 8'—O" OC WALL" �° e . 2505125-18 16" 11'-3" Q. 3" SOUND ATTENUATION ,„„,..2 ` oa BATT. 4'-O" CENTERED ON • ' 3625125-18 24" 13'-5" 1 `" C�IVQ AT WALL NTS SUSPENDED �; WALL WHERE NOTED. A 3625125-18 16" 14'-4" CEILING CUT TILE FOR TIGHT FIT Portland, OR O NOTE: FOR UNATTACHED WALLS PROVIDE A rte. . „ ., i� 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP 3625162-33 16" 16'-5" I AT WALLS 503.224.9560 / '; CASING BEAD USG 200-A N -- DO NOT SCREW BERC 2 CLIP TO TRACK 3625162-43 16" 18`_0" GYPSUM BOARD i� • ATTACH STUD TRACK Vancouver, WA �" EACH SIDE 360.695.7879 1 �� TABLE MAX. LENGTH 6003162-33 16" 24'-6" — Seattle, WA E' I;" THROUGH GRID ..,.,!„ \� CROSS RUNNERS FIT BETWEEN MAIN RUNNERS 1/2" DIA CONDUIT (EMT) 5'-10" SOUND ATTENUATION 206.749.9993 / MAIN RUNNERS AT 4'-O" OC SUPPORT WITH #12 INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS INSULATION AS OCCURS ;IAj WIRE AT 4'-O" OC OR WITH #10 WIRE AT 5'-0" OC EA WAY 3 4 ' DIA CONDUIT EMT 7'-8" METAL STUDS. www.mcknze.com WITH CERAMIC TILE FACING L/360 © 5psf �+ BOTTOM TRACK TO FINISH 6'-0" MAX �. FLOOR WITH POWDER / LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12-0 OC 1 ' DIA CONDUIT EMT 9'-9" SEE WALL HEIGHT -_ S&L 1625115- S I M L 5 UL) TABLE FOR SIZE -- EA WAY. BEGIN BRACING WITHIN 6'-O" OF PERIMETER AND 2" 12'-0" DESIGNATION SPACING MAX. WALL HEIGHT '. DRIVEN ANCHORS AT MACKENZIE . FROM CROSS MEMBER 1N AREAS GREATER THAN 1,000 SF (1-5/8"x20GA) AND SPACING ;9 (' ",'� '.;,� 4'_0" 0.C. DESIGN DRIVEN I CLIENT FOCUSED 33 5 6 TO BACK 12312 - NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN BACK15'-0" 362S125-18 16" 12'-4" x Q CONTINUOUS ACOUSTIC APPROVED TYPE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO MTL STUDS 1-5/8"x2OGA 362S125-33 16" 14'-3" '_` SEALANT EACH SIDE Client WIRES TO HAVE A 200# CAPACITY. SUSPENDED CEILING BLDG STRUCTURE. SGL 2505125-33 MTL STUD 13'_6'° N ,..� AGAINST TRACK NO TRAPEZE DUCT WORK AND (2-1/2"x2OGA) cc \ :y SEALANT AT SIMILAR BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND OTHER LARGEWALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH I `� !�« CONDITION ASTME58Q BACK TO BACK 2505125-33 OBSTRUCTIONS 15'-o" 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. m MTL STUDS (2-1/2"x2QGA) o `` CONCRETE SLAB o SHORE STE SUSPENDED CEILING BRACING WALL HEIGHT TABLE 4 WALL - TO UNDERSIDE OF GRID 8 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER01 NTS Z 411) ¢ , 5.21 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" 7-1 THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. X13" CLR.1' X13" CLR. U.N.O. 1 U.N.O. ADJ. MELAMINE SHELVES ,, ADJ. MELAMINE SHELVES L Project I ` MIADONNA OFFICE > W PLASTIC LAMINATE FACES Lu SUITE 110 SOUND ATTENUATION -J I I P-LAM FACES BATT AS OCCURS w _4 TENANT W ^I= --I �' IMPROVEMENT :i. Wvo — GYPSUM BOARD WALL AS u) 111WOCCURS I I 1 UPPER CABINETS, DEPTH 4 LINCOLN _ �- J MAY VARY AS REQ'D, SEE 10250 SW GREENBURG RD. ` �— w 25" P.L. TOP CASEWORK ELEVATIONS TIGARD, OREGON 1, .• > 25" P.L. TOP �� 4" SIDE SPLASH WHERE , U.N.O. \_._ L _ _, OCCURS Lu Lu 4" BACKSPLASH, RETURN 4y !D{wcn � 1 -5 MAXAT END WALL CONDITIONS C, 341 C�f DOUBLE STUD AT JAMB, �n - • P-LAM COUNTER TOP AND TO FAUCETETER P. ALTO `� Ll�j TYPICAL - L SPLASH WITH SELF EDGE CONTROLS . : TIMELY FRAME: ` — ) gy `-3 S MATCH BLDG STD _ DRAWER AS OCCURS IN rFT . • _� ELEVATION l Z WRAP ALL EXPOSED PIPE PORTLAND, OR GO . � ,f PER CODE �i > ADJ MELAMINE SHELF, NO Lu DRAWER OR SHELF AT r 8,. ,i v '(:) OF 0 Lu _ _ _ _ - SINK LOCATION . z Lu Lu cc W P-LAM FACE I O MACKENZIE 2019 .: W ' u) I I I ^I a- ALL RIGHTS RESERVED RUBBER BASE I 6„ I. - THESE DRAWINGS ARE THE PROPERTY OF �( o� OPEN BELOW PER 0 MACKENZIE AND ARE NOT TO BE USED Lu CODE Q OR REPRODUCED IN ANY MANNER, �- 4 \ Q • ,I• WITHOUT PRIOR WRITTEN PERMISSION -J 2'-0" 0 2'-O" Y z Zli M QI / �-I REVISION SCHEDULE 6 DOOR - TIMELY FRAME CABINET SECTION LU 8 CABINET SECTION W Delta Issued As Issue Date A 55.2 i HEAD SIMILAR 3"=1'-0 0 , 4 TYPICAL 3/4"=1'-0 Q A 5.2i TYPICAL 3/4"=1'-0" m Q U U SHEET TITLE: INTERIOR DETAILS DRAWN BY: KGB, SW CHECKED BY: MRT, PPA SHEET: A5 . 20 JOB NO. 2190953.03 PERMIT SET: 07/25/2019 2190953031DRAWINGSIARCHITECTURAL103 A5.20.DWG SW 07!25119 13:37 1:96.00