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Plans (380) BU P2018 - 00150 STft _ OWNER - LII SHORENSTEIN REALTY SERVICES \- I ROB FABIAN - PROJECT MANAGER - CONSTRUCTION RFABIAN®SHORENSTEIN.COM ` swl.xusaaeet �_, � � - -� ,F 5335 MEADOWS ROAD SUITE 275 1 17-7-7)\- tor'31"'''';6: ' ; ° as 0, I, •.� � o -. ��5�80 (_ _, � iEIr11I1' I Illr ItI14 1- LAKE OSWEGO, OREGON 97035 E -e ,__ O Ar - I I = PHONE: (503)412-4800 Architecture Interiors r^ 11, II�,fl'� 1`.1 I = Ii1141 11111 1IIIIIIIIi1 / _ i`, � ITTTi 1. _a 1 Ar TENANT Pianning Engineering - q9 , _i I ,r..Q` 01 iiiM.H11�� 1�' fl1 Mill ^ tJ .,V71--) ROVEJ\IENT / /7' oc' -- (. _; 7 ( ,.� �, ! s1,IRIIUI I±nP, > ,F _ f GENERAL CONTRACTOR .a f1Tmfl1 ,M PIS / l,i �,,, III11E�lIlf� lllflllf V` :. l 'r 1 / 4 ,= I F �� _� •iI�iI1111I1II� 1113x11 III I� . . 3 LINCOLN RUSSELL CONSTRUCTION RECEIVEDti� d> �- T + li y11IiIi1 111I11tlllll IMO DONN STURDIVANT/ARNE WAYRYNEN � o 1111. 'Uir gLiff832161 _ • - ;; ! DSTURDIVANT@RUSSELLCONSTRUCTION.COM MAY 2418 Portland,OR __ "• � 4 `�%, ,� / 10220SVV GREENBURG R�. TUALATIN, OREGON/ 20915 SW 105TH AVENUE 97062 BUILDING CITY DIVISITiGARDON 503.224.9560 af “pix � DiV151�N WA I f`� `'�� ti: " - S �� _\\ c �r F PHONE: (503)692-9002 Vancouver,360,697879 / �_ ff.,.., . , �y �,� _ ! _ " f TIGARD, OoNSeattle, WA 206.749.9993 ULEGEND v -_ r. /�r, r,, /�/[, �;-_�.._:: , ,f -- •_ -._ i ' 1�/ www.mcknze.com / ii r 7 / . ,_. 0 1� , - N,0111 ;V - - Ifl :==_? F 3 EXISTING CONSTRUCTION TO BE DEMOLISHED l f ‘ ��,...,,.'\ ,, . r 4 0 , . -- fffii / INDEX OF DRAWINGS _ MACKENZIE l 011lICN G�IYLN I CLIENT FOCVf kd i3 _�,, _ s EXISTING WALL TO REMAIN I ' �' � r 1 _In°vLy�, G0.01 TITLE SHEET, SITE PLAN, KEY PLAN, CODE SUMMARY, LEGEND AND NOTES 1 Client 6,.-- -0_1!_ TOWED `�I' A1.70 DEMOLITION AND PARTIAL THIRD FLOOR PLAN, DEMOLITION AND REFLECTED NEW WALL TO UNDERSIDE OF GRID, SEE 7/A5.20 �, OIIli l�III�IIiO � ' III - 1 I - I( 51 H- } I (-9 -' .4 • — `� CEILING PLAN, AND NOTES , . , f k------... `' �` � ' '+1-.10 i I �" A4.10 ELEVATIONS, DETAILS AND SCHEDULES EXISTING 2 HOUR RATED WALL TO REMAIN - .x_ / I I I i ��?�� p _ _= 1� I; !I � , I ,,,,, C' II A5.2O DETAILS � � EXISTING ? HOUR RATED WALL TO REMAIN — -- I IIii1III 'iiIrII (.71.-E. f1HfiIli'llilI .I 1} NEW 1 HOUR RATED WALL, SEE 4/A5.20 SHORE s -r c I r� \ __ 51R1UG1UREDPARK>IEG _ STRUM.ED PARKING` - SCOPE OF WORK / \1 € -` VIII 11l 1 �TT, I (_ - Iillli;l: .11 ii. il`' i k 1 EXISTING DEMISING WALL TO REMAIN ` i k 11111 I ' l i I I I I I I I It 111 THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS '=-_�_�_ FOR AN APPROXIMATELY 6,135 SQUARE FOOT TENANT ON THE THIRD OF SIX FLOORS. = NEW DEMISING WALL TO STRUCTURE, SEE 6/A5.20 ��� swOak'st Street _ WORK TO INCLUDE DEMOLITION, NEW WALLS, DOORS AND RELITES, AND NEW CABINETRY. ® NEW BASE FEED, (1) CIRCUIT PER (4) WORKSTATIONS TENANT APPROVAL: ® NEW BASE FEED, (2) CIRCUITS Project EXISTING QUADRUPLEX OUTLET STERLING DESIGN/CODE DATA TITE 3 1 AREA OF WORK ° NEW DEDICATED QUADRUPLEX OUTLET TENANT!' IMPROVEMENT GOVERNING CODE: 2014 OSSC EXISTING DUPLEX OUTLET 1 SITE PLAN OCCUPANCY: B o431 NEW DEDICATED OUTLET 3 UNCOW CONSTRUCTION TYPE: TYPE I-B GO.f . NTS TENANT AREA (APPROX): APPROX. 6,135 S.F. g a NEW OUTLET AND VOICE/DATA ROUGH IN LOCATION 10220 SW GREENBURG RD. OCCUPANCY LOAD: 62 ARD, OREGON EXISTING COVERPLATE LOCATION TO RECEIVE NEW I I 2 REQUIRED EXITS, 3 EXITS PROVIDED TELEPHONE/DATA ROUGH IN LOCATION TWO EXITS ARE EXISTING, ONE EXIT IS NEW AND ALL WILL HAVE APPROPRIATE EXIT SIGNAGE EXISTING COVERPLATE ' I Ahr BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION ) WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER EXISTING LIGHT SWITCHAj . 4 NEW LIGHT SWITCH WITH OCCUPANCY SENSOR �; SEPARATE PERMIT F ■ (separate 10/ D. l*il i - t.A, 4 CARD READER LOCATION / /-0- ID , / 4 2014 OSSC SECTION 107.3.4.2 (s pa ate permit by others) l 0 + D EGO _ FIRE SPRINKLER FIRE ALARM FIRE STROBE , Ill MECHANICAL FIRE EXTINGUISHER TO BE RELOCATED OF ' rI • 1 _ _ _ 1- ELECTRICAL I I r - �� r, PLUMBINGEXISTING THERMOSTATOMACKENZIE2018 it"- • EXIT ILLUMINATION 0 KEY NOTE FOR REFERENCE ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY +I i + ' + + ►. OF MACKENZIE AND ARE NOT TO BE '' DISTANCE BETWEEN NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN USED OR REPRODUCED IN ANY MANNER, n. __ ► , INTERIOR ELEVATION FOR REFERENCE :I1HOTUHTISPRIOR WRITTEN PERMISSION • EXITS = 48'-2" OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS I 1 ■ �- ._ POI ♦_ ,.♦ = ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT RISIONS: I �I'_ -:°L DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW4. ALIGN FACE OF FINISH WITH FACE OF FINISH ��FI�E C®PY„,1 ___ r k - _ ,I REV1SlON5 REVISION DELTA ■ ■ L i PRIOR TO SUBMITTAL 30oA W w SHEET C ��T�CTD CLOSING DATE ® DOOR NUMBER SYMBOL REVIEWED FOR CODE COMPLIANCE re in I VALUATION EXIT REQUIRED EXIT Approved:_„N elt� 1 \ k �� \ , - VALUATION OF WORK = X55,000 OTC: !� EXISTING CEILING GRID re #: '�P�73 IrY�O rSf� I LONGEST COMMON PATH OF Address: p r I ' PROJECT GENERAL NOTES ,� zrps �__a__ >r EGRESS TRAVEL = 64'-O" Suitc#. 1 ■ @ EXISTING SPEAKER Br w... Date: sc- J C _ I q , ® V A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN INTENT. THE tit PROJECT INTENT IS TO PROVIDE FOR A COMPLETE, WORKING SYSTEM. ' I EXISTING 2'x4' LIGHT FIXTURE TO REMAIN B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO J I i OF THE DIAGONAL = 44'-9" CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. I» C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF I I: : DEMOLISHED 2'x4' LIGHT FIXTURE TO BE RELOCATED SHEET TITLE: CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY CORRECTION WORK TITLE SHEET SITE REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST li I NEW OR RELOCATED 2'x4' LIGHT FIXTURE ' TO THE OWNER. PLAN, KEY PLAN, D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS CODE SUMMARY, OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION -,,r-Asim NEW 24-HR 2'x4' LIGHT FIXTURE OF MACKENZIE. LEGEND AND &P.-41464PN z KEY PLAN E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS EXISTING 2'X2' LIGHT FIXTURE TO REMAIN NOTES TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE PRECEDENCE OVER PLANS. IN THE CASE . 4 . GO•• THIRD FLOOR NTS OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED o EXISTING RECESSED LIGHT FIXTURE TO REMAIN TRUE PLAN OTHERWISE. NORTH NORTH G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FFE) REFER TO FINAL FINISHED FLOOR zX EXISTING SUPPLY/RETURN VENT TO REMAIN I ELEVATION, WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED ACCESS FLOOR. DRAWN BY: CAK H. DO NOT SCALE DRAWINGS. @ EXISTING SMOKE DETECTOR I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE CHECKED BY: MRT, PDK STRUCTURAL ENGINEER OF RECORD. I 1 J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL EXISTING EXIT SIGN CITY OF TIGARD SHEET: BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. ® PROPOSED NEW EXIT SIGN LOCATION Approved by Planning K. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR WORK. THE CONTRACTOR WILLDate: S I -I( COORDINATE CLEAN UP OF ALL AREAS AFFECTED BY DUST OR ANY MATERIALS, BOTH DURING CONSTRUCTION AND + EXISTING SPRINKLER HEAD Sc GO.01 UPON COMPLETION OF THE PROJECT, INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE Initials: - SPACE IS READY FOR OCCUPANCY BY TENANT. .- EXISTING GYPSUM BOARD CEILING L. ALL DESIGN-BUILD ITEMS, SYSTEMS AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY I I M. EXISTING IE. JOB N0MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED AND PROTECTED UNTIL IT PROPOSED EGRESS LIGHTING PATH, 1 FOOT CANDLE TO BE 2150952.22 IS REMOVED FROM THE SITE BY THE OWNER. CONTRACTOR SHALL COORDINATE WITH THE OWNER. f CONFIRMED THROUGH DEFERRED SUBMITTAL I I PERMIT SET: 05/14/2018 215095222\4_DRAWINGS\ARCHITECTURAL\22-00.01.DWG KGB 05/14/18 10:07 1:95.00 ' 10'-4" 4, 1O'-2" 4, 6'-6" jr 10'-4" GENERAL NOTES R FE0 YA. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. O 0``' 40 B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE.CONFERENCO-N:. CONFERENCE COMPUTER Architecture Interiors 310 + ' :r_ 311 ' - as LAB @SERVER FBI C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. ;T., , 312 4 313 314 D. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8`-6"f (EXISTING) AFF, UNLESS NOTED Planning Engineering 0 � • ' ' - ; STORAGE l OTHERWISE. GYPSUM BOARD HEIGHT AT 7'-6"± (EXISTING) AFF. E. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE 310 3f fAsr r 315 DETAILS 3/A5.20. . - �t��. 1�! 4) 0 l x �15A ' Q F. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER I 'ica11'-9 15 —0 5 —4 11 —4 CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. 1'-0" CPT CPTCR CR cPr r�sr G. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT Portland, OR 0 • { i O O 0 ONLY. COORDINATE ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT AND 50 .224.9550 L,. xr5 3o4A PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. Vancouver, WA ® s .. -�- �' +60 H. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON 360.695.7879 a�g El I •+aa + j Mill i�! �ii:� ai T FE — ' " ' ` '� '`" i � �� COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. A 'L' I. ALL INTERIOR WALLS TO CO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. Seattle, WA 11 . � � -=` - 206.749.9993 ..r ; 0 °Clink- a r ;- © OPEN J. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING,:i. 0 : _..., 4, fir, = OFFICE STANDARD UNLESS NOTED OTHERWISE. www.mcknze.com . _ CONFERENCE BREAK`w CONFEREN .�•; 306 K. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS o RECEPTION 1 +60 3. 02 303 HALL 305 + 0 BEEN PERFORMED (ON 01/31/2017, WHILE VACANT) AND OBSERVATON HAS BEEN M AC K E N Z I E • `` 301 302• ' . ; 304 - 305A PERFORMED (ON 05/10/2018) AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS RR1IitN DRIVEN I CLIIHT FOC4tl[R OPEN : : 303A : =P BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTORJ OFFICE • ____\_. __...._ , _ 11) . , . . TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. Client 309ALS © «.r L NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH CPT TILEPRODUCTS. (ALT) © DECK M. ALL DIMENSIONS SHOWN AS PLUS/MINUS (t) ARE FOR GENERAL LAYOUT AND REFERENCE y 20'-10"t ® ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF r d 'I' 1 WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. SHORE STEIN - OPEN N. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO Oiiik 308 OFFICE MATCH EXISTING. - 307 0. ADD SOUND INSULATION IN ALL NEW WALLS. \r, P. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING i LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON +co b OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CONFERENCE\ 4-+- / CEILING. ELECTRICAL CONTRACTOR TO REVIEW ALL REQUIRED LIGHTING LEVELS AND © DISTRIBUTION AND NOTIFY ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR FIXTURE Project PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. CONFIRM NEW LIGHT FIXTURE STERLING \ 7.7 -Tr_ . PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION AND SAT MAIN GRID SUITE 301 ..� LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND APPROVED BY - �' TENANT IMPROVEMENT \ 0 _ LOCAL JURISDICTION THROUGH DEFERRED SUBMITTAL. I3 LINCOLN 10220 SW GREENBURG RD. TIGARD, OREGON \ / \/ KEYNOTES 1. ALIGN NEW WALL WITH EXISTING WALL OR COLUMN. ; I Akt, 1 DEMOLITION AND PARTIAL THIRD FLOOR PLAN 2. CENTER NEW WALL WITH EXISTING MULLION, SEE DETAIL 8/A5.20. MODIFY EXISTING WINDOW COVERINGS AS REQUIRED. 4"1/41.t 1/8"=1'-0" 3. NEW 3'—O" WIDE FRAMED RELITE. MATCH BUILDING STANDARD. SEE DETAIL 11/A5.20. ` �.`/ PAU D. • • 4. NEW 10'-3"± WIDE FRAMED RELITE. ASSUME CONCEALED HEADER ABOVE SAT CEILING TO n TRUE PLAN PROVIDE BRACING, AS REQUIRED. ASSUME (3) EQUAL BUTT GLAZED PANELS WITHIN NORTH NORTH FRAME. PROVIDE CLEAR SILICONE CAULKING WHERE PANELS BUTT TOGETHER. SEE DETAIL ,� ' 11/A5.20. AT : t - .. 5. PROVIDE POWER AND DATA ROUGH—IN LOCATION, AND BLOCKING TO ACCOMMODATE _ TENANT PROVIDED FLAT SCREEN TVS. PROVIDE HDMI CONNECTION FROM TV LOCATION TO OF 0'�' A. mumMIN MEI 1310 : �1 TENANT'S CONFERENCE TABLE. COORDINATE FINAL SPECIFICATIONS AND LOCATIONS WITH i I HIM ITT-T7 mii : ■ :=PETIT 1 TENANT. ' 6. PROVIDE NEW 4X8 PLYWOOD PHONE BOARD WITH (1) DEDICATED QUADRUPLEX OUTLET. I © MACKENZIE 2018 :— : : 101 AA1I! ' 7. NEW P—LAM UPPER AND LOWER CABINETRY, SINK AND DISHWASHER. ALL R[GHTS RESERVED 'www 8. PATCH AND REPAIR EXISTING CORRIDOR AS NEEDED, MATCH EXISTING FINISHES TO DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE • �■ BUILDING STANDARD. USED OR REPRODUCED IN ANY MANNER, ' ■�■■ Mill1:111.4111 9. EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. WITHOUT PRIOR WRITTEN PERMISSION NEI OBSERVATION IS LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES. ANY ;10ri7 �� � VARIATIONS TO BE CONFIRMED ON SITE BY CONTRACTOR. REVISIONS: � ' ' / . ' v • 10. PROVIDE CAGE FENCING TO STRUCTURE ABOVE CEILING TILE AT ALL NEW WALLS AT FBI oROOM ONLY. CONFIRM EXISTING WALLS GO TO STRUCTURE, PROVIDE CAGE FENCING TO _� RESIONS REVISION DELTA �, ��, ..r _1 THIS CLOSING DATE L. ❑ •.■I.■a,�r����■■�■� ■ STRUCTURE AS REQUIRED. ■ I ��'��_ _���■ ��� ■ 12C cs ti'W SHEET ■■■ __Ii___. r- i �� _ ■■■ , , ■u■ : I I 11. RELOCATE EXISTING CEILING COMPONENTS AS REQUIRED PER CONSTRUCTION AND WHERE , ■ ' 1_, ■rr■rr,�■.IL_ _.__. -L • ■■■■ 1 1 - inn■umill , I ■ ���*� I _,_ ■U■ I AFFECTED BY NEW LIGHTING LAYOUT. 7-11111K -= + ■r�■■ �1 ���, X� X, . -4 1111 10 -I; 12. MODIFY CEILING GRID AND TILE TO MATCH AND ALIGN WITH CORRIDOR CEILING. lir MIMI �■■■■ 13. PROVIDE INFRASTRUCTURE FOR TENANT PROVIDED KEYCARD ACCESS SYSTEM.+ -MEMO + �' _ 1:111. �-•�� COORDINATE FINAL SPECIFICATIONS WITH TENANT AND TENANT'S VENDOR. M..I:, ,%%� . • _ ■ -� = 14. CENTER NEW DEMISING WALL WITH COLUMN. _.n uri��.■i�� =�iII ': � b. : _,4 MINE .MI• illi 1 ■ :: •,1110111 �.!, 'MI : _ Y - 1 Aa El111111.1111: ..1 ALTERNATE UPGRADES • • , 11FAS%`I SPAr� 1 Ard re A . . A 4r i DECK HI ��r ■•�rr�lr T�■■■ Ail ■■r..■ ��7./j .■r.■► .■:�■ PROVIDE SEPARATE PRICING FOR THE FOLLOWING: :all. . ■ ��r► r �' ■ ey.//.I2 ►, �s.r■M M ■larr. i r ►a SHEET TITLE: �'►.,i■��� is ' ■ rC� . 111111 ■s'l"�JL��r��, � ,i��r. I _ i i _ -�-- AA. IN LIEU OF CAGE FENCING TO STRUCTURE, EXTEND ALL NEW WALLS AT FBI ROOM ONLY TO DEMOLITION AND STRUCTURE. y: PARTIAL THIRD ��111111� _ !!► ii BB. PROVIDE (1) ADDITIONAL INTERIOR HVAC ZONE FOR COOLING ONLY. CONFIRM FINAL ZONING �;��� ��� �! "� II LOCATION WITH TENANT AND LANDLORD. FLOOR PLAN, _ I �� 1. CC. PROVIDE (1} ADDITIONAL FAN POWERED BOX WITH HEAT AND CIRCUIT AT THE PERIMETER DEMOLITION AND II - I II , =,■■ ® ■ ,� , i i ■ _ 11 CONFERENCE ROOM. CONFIRM FINAL LOCATION WITH TENANT AND LANDLORD. REFLECTED MIME DD. PROVIDE A 1.5 TON WATER SOURCE HEAT PUMP WITH REQUIRED ELECTRICAL. CONFIRM FINAL .- ■■ '■■©.■ .. .-- '©■■r/ LOCATION AND SPECIFICATION WITH TENANT AND LANDLORD. CEILING PLAN AND \IUArUUI M.&. ■■, 1► _ ■ ■,� EE. SEE DOOR SCHEDULE ON A4.10 FOR ADDITIONAL ALTERNATE IMPROVEMENTS. NOTES `�■ •■ �� ®, DRAWN BY: KGB :. Mr MEM IF i',; I a __• ,: d CHECKED BY: MRT, PDK \ ....,..- . .. ..6..:,..-...-..-. ./ A SHEET: \' I a 1 10 • ADEMOLITION AND REFLECTED CEILING PLAN 1.10 1/8"---i'-o" JOB NO.2150952.22 TRUE PLAN PERMIT SET: 05/14/2018 NORTH NORTH 215035222\4I}RAWING5\ARCHITECTURAL\22-A1.10.DWG KGB 05/14/18 10:09 1:9600 NOTES: A. FINISH ENDS, TYP E. SHIM AS REQUIRED M B. CONFIRM REQUIREMENTS AND SIZES F. ALL CABINET FACES AND DOORS, PL-1 FOR ALL EQUIPMENT/APPLIANCES G. ALL EXPOSED EDGES AT DOORS AND PRIOR TO CONSTRUCTION OF SHELVING TO BE P-LAM TO MATCH DOOR SCHEDULE HARDWARE GROUPS CABINETRY ADJACENT VERTICAL SURFACES C. ALL COUNTER TOPS, EDGES, AND DOOR DOOR DOOR FRAME HARDWARE BACKSPLASHES, PL-2 NO. OPENING SIZE MAT'L GROUP RATING COMMENTS D. CONTRACTOR TO PROVIDE DEDICATED THK TYPE MAT'L FINISH MAT L FINISH H-1: PASSAGE OUTLET FOR BLACK GE #GLOT690JBB Architecture ■ Interiors EXIST PR3'-0x8'-2" EXISTING DOOR 1,3 LATCHSET. F75 GRADE 1, ADA DISHWASHER Planning ■ Engineering EXIST 3'-0x8'-2" EXISTING DOOR 1,3 BUTTS, SEAL, STOPS COLUMN 12AIM 302A 3'-0x8'-2" 1-3/4" FL/R SC S HMK FF 11/A5.20 H-1 - A1,B1 H-2: LOCKING ENTRANCE •4.1 LOCKSET F84 GRADE 1, (3) 303A 3'-0x8'-2" 1-3/4" FL SC S HMK FF 10/A5.20 H-1 - - BUTTS, SEAL, STOPS EQ / / (2) EQ / 304A 3-0x$-2" 1-3/4" FL SC S HMK FF 10/A5.20 H-2 20-M1N 2,4 REFRIGERATOR, NIC H-3: STOREROOM/SERVER / // 1,, ," , , `�— Portland,OR 305A 3'-0x8.-2" 1-3/4" FL/R SC S HMK FF 11/A5.20 H-1 - - - ,� —s; ,: _ _.. _,� 503.224.9560,OR LOCKSET, F86 GRADE 1, BUTTS, - —'e = .�'- 308A 3'-0x8'-2" 1-3/4' FL/R SC S HMK FF 11/A5.20 H-1 - A1,B1 SEAL, STOP INSULATED �' ;o ��.;-- -./x� ,/ - �"�• Yineauver,WA / / / EXPOSED PIPES !'� '`! l'/ �`'�! �� �� � 360.695.7879 310A 3'-0x8'-2" 1-3/4" FL/R SC S HMK FT 11/A5.20 H-1 - Al Bi PER ADA CODE S >< H-4 NEW ELECTRIC STRIKE W/CARD � o SOOttla,WA 311A 3'-0x8'-2" 1-3/4" FL/R SC S HMK FF 11/A5.20 H-1 - A1,B1 READER ON ENTRY SIDE l ir_ N\ • 206.749.9993 " COMPLY W/OSSC SECTION PROVIDE _ ,,,, - - mat 312A 3-0x8-2 -- -- -- -- HMK FF -- -- - 7 1008.1.9.8 FOR ACCESS DISHWASHER / Imo. IN., /:1 rN o www mcknze.com 313A 3'-0x8'-2" 1-3/4" FL SC S HMK FF 10/A5.20 H-3/H-4 - 4,5 CONTROL LOCKSET F86 GRADE t F- s'-~'° = - 1, BUTTS, SEALS, STOPS OPEN BELOW PER -----r- =.z �,%�' ' -' ,=` N MACKENZIE. 314A 3'-0x8'-2" 1-3/4" FL SC S HMK FF 10/A5.20 H-4 - 4,8 ADA CODE `" 315A 3'-Ox8'-2" 1-3/4" FL SC S HMK FF 10/A5.20 H-1 - - 1'-2"t' �,2'-0 j 2'-9" 4 - i'-2" (2) EQ Italian Js iv.N I Cum*WOW�( r 1 GENERAL NOTES ABBREVIATIONS / 4'-0" /'- s� 7._2" IEEE Client V.I.F. EX EXISTING 0 A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. FF FACTORY FINISH A.NORTH ELEVATIONLEMILIMATIQN cz B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR WITH MORTISE LOCKSET AS DETERMINED BY LANDLORD. FL FLUSH I s 14 o R a STRIN C. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS. HMK FLUSH WITH HOLLOW METAL TE 4)CABINETRY ELEVATIONpc D. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION.E. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE P PAINT BREAK 303 1/4"=1'-0 w POSSIBLE. S STAIN -J SC SOLID CORE WOOD ,13" CLR. w U.N.O. � 1 COMMENTS (2) ADJ. Project 1. EXISTING DOOR AT EXISTING RATED CORRIDOR. MELAMINE SHELVES STERLING 2. NEW RATED TENANT ENTRY DOOR AT EXISTING RATED CORRIDOR. MATCH BUILDING STANDARD STYLE AND > -�- SUITE 301 CORRIDOR RATING. pe1101.1.°°-- TENANT IMPROVEMENT 3. MODIFY EXISTING DOOR FRAME TO RECEIVE ELECTRIFIED HARDWARE (H-4) TO ACCOMMODATE NEW TENANT w � P-LAM FACES PROVIDED KEYCARD ACCESS SYSTEM. CONFIRM FINAL SPECIFICATIONS WITH TENANT AND TENANT'S w VENDOR. 0 ` ----I I 4. PROVIDE ELECTRIFIED HARDWARE (H-4) FOR TENANT PROVIDED KEYCARD ACCESS SYSTEM. PROVIDE 111 3 LJNCOLN SEPARATE ELECTRIFIED HARDWARE AT FBI AND SERVER ROOMS. FBI ROOM SHOULD HAVE INDEPENDENT ; ' r ` 10220 SW GREENBURG RD. ACCESS FROM OTHER DOORS. COORDINATE FINAL SPECIFICATIONS WITH TENANT AND TENANT'S VENDOR. TIGARD, OREGON 5. PROVIDE LOUVER AT NEW DOOR. I 1 6. PROVIDE SECURITY SIGNAGE ON DOOR. CONFIRM FINAL SIZE, LOCATION, AND AESTHETIC WITH TENANT. w 25" P.L. TOP 7. PROVIDE FRAMED OPENING AT COMPUTER LAB. MATCH SUITE STANDARD. w SIDE SPLASH WHERE w OCCURS 411) • uWi ..-- P-LAM COUNTER TOP AND �j p ALTERNATE DOOR SCHEDULE COMMENTS (PROVIDE SEPARATE PRICING) SPLASH WITH SELF EDGE 1 e,` itA r --------DRAWER AS OCCURS IN •._ Al. (ALTERNATE TO KEYNOTE 3/A1.10) IN LIEU OF 3'-0" WIDE BUILDING STANDARD FRAMED RELITES, PROVIDE ! ELEVATIONr , BUTT GLAZED PANELS TO ALIGN WITH TOP OF DOOR FRAMES, SPANNING FULL WIDTH OF THE WALL WITH 6" (1) ADJ MELAMINE i 1 E . `4 OF GYPSUM BOARD WALL ON EACH SIDE. PROVIDE BUILDING STANDARD U-CHANNEL AT TOP AND BOTTOM > I SHELF, NO DRAWER OR WITH CLEAR STRUCTURAL SILICONE CAULKING AT ADJACENT GYPSUM BOARD SURFACE. PROVIDE CLEAR •W,, 1 I s SHELF AT SINK LOCATION ��r tY STRUCTURAL CAULKING AT BUTT SEAMS. ASSUME CONCEALED HEADER ABOVE SAT CEILING TO PROVIDE w = _ _ _ OF BRACING AS REQUIRED. ASSUME EQUAL BUTT GLAZED PANELS. w - - j , , Bi. (ALTERNATE) IN LIEU OF NEW BUILDING STANDARD DOORS, PROVIDE FULL GLAZED DOORS TO MATCH P-LAM W MACKENZIE 2018 BUILDING STANDARD. ASSUME NO 6" GYPSUM BOARD WALL BETWEEN FULL GLAZED DOOR AND FULL GLAZED a © ALL RIGHTS RESERVED PANELS. FULL GLAZED PANELS TO EXTEND TO FULL GLAZED DOORS. + RUBBER BASE I THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE 51 +i.! USED OR REPRODUCED IN ANY MANNER, FINISH LEGEND � N1, 2' 0 WITHOUT PRIOR WRITTEN PERMISSION / rx 0 REVISIONS: N. WALL E. WALL S. WALL W. WALL CEILING 1-� ROOM ROOM NAME FLOOR MAT'L BASE MAT'L MAT'L MAT'L MAT'L MAT'L MAT'L CEILING COMMENTS 8 CABINET SECTION 0a REVISIONS REVISION DELTA NO. FINISH FINISH FINISH FINISH FINISH FINISH FINISH HEIGHT � ET CLOSING DATE TYPICAL 3/4"=1'-0" m cro 301 RECEPTION CPT RB P GB/P -- GB/P EXIST EXIST 1 4.10 v • • 302 CONFERENCE CPT RB P GB/P GB/P GB/P EXIST EXIST 1 13" CLR. 303 BREAK VCT RB P GB/P GB/P GB/P EXIST EXIST - \ t U.N.O. 304 HALL CPT RB GB/P GB/P --- GB/P EXIST EXIST 11i orpper- (2) ADJACENT MELAMINE SCHEDULE OF INTERIOR FINISHES 305 CONFERENCE CPT RB GB/P GB/P GB/P GB/P EXIST EXIST 1 J _�= SHELVES, TYP 306 OPEN OFFICE CPT RB GB/P P P GB/P EXIST EXIST 1 w CPT-1: BUILDING STANDARD BROADLOOM CARPET, TBD w , 1 307 OPEN OFFICE CPT RB GB/P P P GB/P EXIST EXIST 1 Li0 CPT-2: (ALTERNATE) BUILDING UPGRADED CARPET TILE, TBD - 1 l 308 CONFERENCE CPT RB GB/P GB/P P GB/P EXIST EXIST 1 i , VCT-1: AT BREAK AND STORAGE, TBD 309 OPEN OFFICE CPT RB GB/P GB/P P P EXIST EXIST 1 1 P-LAM FACES SHEET TITLE: 310 CONFERENCE CPT RB P GB/P GB/P P EXIST EXIST 125" ELEVATIONS, AST-1: AT SERVER AND COMPUTER LAB, ASSUME FLEXCO DELANE ESD VINYL > P.L. TOP DETAILS AND TILE 311 CONFERENCE CPT RB P GB/P GB/P GB/P EXIST EXIST 1 w U.N.O. SCHEDULES PL-1: VERTICAL SURFACES AT BREAK, TBD 312 COMPUTER LAB AST RB P GB/P GB/P GB/P EXIST EXIST - 1'-5" MAX 4" BACKSPLASH, RETURN - o /313 SERVER AST RB P GB/P GB/P GB/P EXIST EXIST - -if- AT END WALL CONDITIONS PL-2: COUNTERTOPS AND BACKSPLASH, TBD 314 FBI CPT RB P GB/P GB/P GB/P EXIST EXIST 1 - TO FAUCET CONTROLS P-1: GENERAL PAINT, TBD 315 STORAGE VCT RB P P GB/P GB/P EXIST EXIST - \ - int \ P-2: ACCENT PAINT, TBD FINISH SCHEDULE NOTES: ABBREVIATIONS: WRAP ALL EXPOSED PIPE 1: PER CODEDRAWN BY: KGB RB-1: RUBBER BASE, TBD A. ALL INTERIOR FINISHES BUILDING STANDARD, UNLESS NOTED OTHERWISE. COLORS TO BE CPT CARPET w COa. ORDINATED WITH TENANT. EXIST EXISTING v / % 8" I v o a. CHECKED BY: MRT, PDK B. PATCH AND REPAIR ALL EXISTING WALLS WHERE AFFECTED BY NEW WORK. PAINT NEW AND EXISTING GB GYPSUM BOARD '`�-.-� z WALLS. ASSUME 10% ACCENT PAINT, CONFIRM FINAL LOCATIONS WITH TENANT. P PAINT / 4 7 o C. PROVIDE NEW BUILDING STANDARD BROADLOOM CARPET AND RUBBER BASE THROUGHOUT, UNLESS RB RUBBER BASE g i� zQ SHEET: NOTED OTHERWISE. PROVIDE BUILDING STANDARD VCT AT BREAK AND STORAGE. PROVIDE VCT VINYL COMPOSITION TILE _ J I to ANTI-STATIC VCT AT SERVER AND COMPUTER LAB. CONFIRM FINAL SPECIFICATIONS WITH TENANT. AST ANTI-STATIC VINYL N I OPEN BELOW PER CODE N COMPOSITION TILE 6" ALTERNATE FINISH SCHEDULE COMMENTS; 1 - 1-- A4.10 *PROVIDE SEPARATE PRICING \ 1 \ N. \ w 1. (ALTERNATE) IN LIEU OF BUILDING STANDARD BROADLOOM CARPET, PROVIDE UPGRADED BUILDING " N STANDARD CARPET TILE. 2 -0 v JOB N0. 12 CABINET SECTION 2150952.22 • 4.10 TYPICAL 3/4"=1'-0" PERMIT SEP 05/14/2018 215095222\4_J)RAWING5\ARCHITECTURAL\22-A4.10.DWG KGB 05/14/18 10:10 1:96.00 FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO WALL ANGLE AT 2 BERC 2 AT WALLS INDICATED ONE HOUR RATED ON PLANS ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 CLIP 8" MAX. PROVIDE UL DESIGN #U465 INCLUDING: FIRE SAFING AT RATED SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT WALLS BETWEEN FLUTES, STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER �!� NO FIRE SAFING REQUIRED ,10 STABILIZER BAR AT DEMISING, NON-RATED WALLS ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS 10,4 *-7613�.,. �''` v , Q • WITHIN 8" OF PERIMETER v • DEFLECTION HEAD W/ 0 -LATERAL BRACING WITH APPROVED VERTICAL_illDEFLECTION SPACE (DO NOT FASTEN STUDS ._ COMPRESSION STRUT AT 12'-O" OC EA WAY Y ,4) I 2„ ' • J� 4 `� 1' MIN OR GYP BD TO RUNNER) Architecture ■ Ind@r�Or;� COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB v 4 6 '„� CONT 18 GA METAL R o r— FASTENED TO DECK 0 2'-0" Planning • Engineering 4 �� OC STAGGERED "ATTACHED METAL DECK • ? ? WALL" , 'D. AS OCCURS 1" MIN r ��^�� FJREpAM SPRAY TYP, '+ �� EACH SIDE OF TRACK OR OO t' ► ` FIRE SAFING SEALANT TYP 1 AM CELPIG EDGE AT WALL NTS FASTEN RUNNER TOR SOUND ATTENUATION INSULATION Idir NOTE: FOR UNATTACHED WALLS PROVIDE A ® 2'-O" OC Portland,OR 0 rs a�` qj"� i 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP r�J 5/8" TYPE 'X' GYP. BD. EA. SIDE 503224 9560 -- DO NOT SCREW BERC 2 CLIP TO TRACK ATTACH WITH 1" LONG TYPE S SCREWS Vtncouvtr,WA a METAL STUDS, SEE STUD SPACED 8" OC ALONG EDGES AND 12" 360.695.7879 1. } �-CROSS RUNNERS FIT BETWEEN MAIN RUNNERS TABLE MAX. LENGTH HEIGHT TABLE 0 2'-O" OC7 OC IN THE FIELD OF THE BOARD. " Stl�tttt,WA 1/2" DIA CONDUIT (EMT) 5'-10" s JOINT TAPE AND COMPOUND (2 COATS 206.749.9993 MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 3/4" DIA CONDUIT (EMT) 7-8 • WWW.mcknze.com " TO JOINTS AND SCREW HEADS) • /.�AX� 6'-O" MAX WIRE AT 4'-0' 0C OR WITH , 10 WIRE AT 5'-0" OC EAi WAY 1" DIA CONDUIT (EMT) 9'-9" LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 121-0" OC " BOTTOM TRACK TO FINISH FLOOR -- r- EA WAY. BEGIN BRACING WITHIN 6'-0" SGL 162S125-33 MTL STUD 12 -0 OF PERIMETER AND x '• • WITH POWDER" DRIVEN ANCHORS MACKENZIE. 2 FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF (1-5/8"x20GA) ¢ AT 4t-0 O.C. NO SEALANT MOM Dams 1 CLIENT POCWOO NOTE: BACK TO SECURE ALL HANGERS TO BLDG MTL STUDS (1K 162S125-35/8 z20GA)3 15'-0w N • AT SIM COND Client , ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN STRUCTURE. TRAPEZE DUCT WORK N. •ti CONT ACOUSTIC SEALANT APPROVED TYPE AND HAVE A 1801 CAPACITY. ALL LATERAL BRACING AND OTHER LARGE OBSTRUCTIONS SGL 250S125-33 MTL STUD 13'-6" EACH SIDE AGAINST TRACK k tit- WIRES TO HAVE A 200# CAPACITY. (2-1/2"x2OGA) SUSPENDED CEILING BRACING TO COMPLY WITH ASCE7, ASTMC635, BACK TO BACK 250S125-33 15'-0" I ASTMC636 AND ASTME580 MTL STUDS (2-1/2"x2OGA) CONCRETE SLAB - SHORE S T E I lV SUSPENDED CEILING BRACING1-HOUR4 WALL N NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS TO STRUCTURE —J 3"=1'-O" THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. ca ' 5.2 cri _ 1 1 Project ATTACH STUD TRACK STERUNG • v v PQ METAL DECK AS OCCURS \ ` THROUGH GRID TO �� GYPSUM BOARD PARTITION SUITE 301 BRACE ABOVE � ,::' TENANT IMPROVEMENT •.,-... . . \ SOUND ATTENUATION BATT X" DEFLECTION SPACE SUSPENDED CLG \ AT ALL WALLS, TYP. I . v I 00 NOT FASTEN STUDS ASSEMBLY \ \ Alb •. OR GYP BD TO RUNNER) __1_ • • LINE OF SILL AS OCCURS 3 LINCOLN -i WA' -I' GFEBBIAIG RD. ..� � j , • 10220 SW TIGARD, OREGON `.i �1" MIN. - - 1 1 CONT 18 GA METAL R � METAL STUD BRACING TO FLOOR FASTENED TO DECK AT 2'-O" CUT TILE FOR TIGHT " • •• ALUMINUM TRIM PIECE "CEE" FIT AT WALLS ' I ( ' STRUCTURE AT 8 -0 OC W/ (2) #8 W/ 114" RETURNS, FINISH 14 t� OC STAGGERED I SHEET METAL SCREWS AT EACH END. : F • 11 4 • CASING BEAD ! STUD SIZING PER SPAN TABLE. • '• TO MATCH WINDOW FRAMES FASTEN RUNNER TO R USG 200-A ! ! I BRACING TO BE PROVIDED WHERE ' • (ANODIZED BUILDING GYP BD AT 2'-0" OC ! 1 �•; S DISTANCE BETWEEN PERPENDICULAR t STANDARD) E, �; ,� EA SIDE SOUND ATTENUATION INTERSECTING WALLS OR HORIZONTAL el fir y; SOUND BATT INSULATION AS OCCURS AT ALL NEW WALLS, TYP. .-+ • 'moi TYP AT DEMISING WALL BRACING BETWEEN WALLS EXCEEDS N1 • "NW 8'-0" OC NEOPRENE SEAL / .0. 1! , 0 ' t'7! %•;• METAL STUDS SEE WALL HEIGHT "� 1°' 3 ' 4 TABLE FOR GAUGE AND SPACING �� GYP BD EA SIDE METAL STUDS SEE WALL HEIGHT eir2Z1 :v CONT ACOUSTIC SEALANT •••1 t•• TABLE FOR GAUGE AND SPACING •�' OF O• '� EA SIDE AGAINST TRACKx' STOREFRONT GLAZING ' ' • a all ' .•, CONT ACOUSTIC SEALANT EA:: '; NO SEALANT AT SIM COND SIDE AGAINST TRACK NOI il SYSTEM © MACKENZIE 2418 ALL RIGHTS RESERVED 1 2" MAXI -- "' ` SEALANT AT SIM COND THESE DRAWINGS ARE THE PROPERTY 1/2" MAX `,;, ', / OF MACKENZIE AND ARE NOT TO BE f USED OR REPRODUCED IN ANY MANNER, BOTTOM TRACK TO FINISH - BOTTOM TRACK TO FINISH WITHOUT PRIOR WRITTEN PERMISSION CONCRETECONCRETE SLAB_/ I FLOOR WIPOWDER DRIVEN FLOOR WI POWDER DRIVEN 7 1 I ANCHORS AT 4'-O" OC REVISIONS: cn W NON-BEARING WALL z �� 6 GYP BD PARTITION at METAL DECK WALL AT EXTERIOR MULLION REVISIONS REVISION DELTA J < 6-tad SHEET DATE 5.2 3..1.-0. tg, t AT FLOOR AND SUSPENDED CEILING 3"=1'-0" ¢ 5.2 3"=1'-0" Q cco THISCLOSING z 3 3 * 3 LINCOLN STUD SIZE: 2W" • SOUND ATTENUATION BATT 41w 1 ► :: � AS OCCURS 041 GYP BD WALL AS OCCURS LIMITING WALL HEIGHT TABLE - AOR NON STRUCC:TU AL WALLS L/240 �o 5psf s. SOUND ATTENUATION BATT '� rail DESIGNATION SPACING MAX. WALL HEIGHTW !0AS OCCURS ti 250S125-18 24" 8'-4" 1 1 1111 GYP BD WALL AS OCCURS 11 DOUBLE STUD AT JAMB, TYP 2505125-18 16" 9'-7" SHEET TITLE: _ ____ ii . 1111111rI 250S125-27 24" 9'-10" DETAILS * s w �• '` 2505125-18 16" 11 —3 alii ♦ - all 3625125-18 24" 13'-5" I III METAL DOOR FRAME TO DOUBLE STUD AT JAMB, TYP rm.- � MATCH BUILDING STANDARD 3625125-18 16" 14'-4" 362S162-33 16" 16'-5" co 362S162-43 16" 18'—O" S MATCH BLDG STD III 11 I 6005162-33 16" 24'-6"HTERIOR NON STRUCTURALWALLS DRAWN BY: KGB WITH CERAMIC TiLE FACING L/360 C 5psfN CHECKED BY: MRT, PDK I1 1 DESIGNATION SPACING MAX. WALL HEIGHT Ld m SHEET: 362$125-18 16wWIPE__ SIDE LIGHT AS OCCURS 3625125-33 16" , 14'-3" ~ WITH 1/4" TEMPERED GLASS csII' 11 WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITHs 4 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. ¢ I i :�� i 3 JOB NO. 2150952.22 INTERIOR DOOR TYP INTERIOR DOOR 12 BATT NIGHT TABLE 2� °s�2.22 1. HEAD SIMILAR 3"=1'-0" 0 5.2 HEAD SIMILAR 3"=1'-0" 0 • 5.2 t PERMIT STT: 05/14/2018 0 0 215095222\4_.DRAWINGS\ARCHITECTURAL\22—A5.20.0WG KGB 05/14/18 10:11 1:86.00