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Plans (22) BU P2018-00074 AREA OF WORK HULL AND COMPANY OWNER SHORENSTEIN REALTY SERVICES 3`"1=408_ ROB FABIAN -- PROJECT MANAGER — CONSTRUCTION Archltectur! ■ Interiors J` GyT, 4�O -s.-n l G�-t-��T ; 6 RFABIANOSHORENSTEIN.COM '1 /.!'I IIIL li�l I, li ,i 1 I_�-� ._25,-.4.,...)--80 --� '`. i I 1 i I - TENANT IMPROVEMENT 5335 MEADOWS ROAD, SUITE 275 Plenninp ■ Enylneerinp /p 1 1,�; V I , • ,: �i I�I I I I I I I I Ft�l l l l l��tl ll = LAKE OSWEGO, OREGON 97035 �:h _ �- � �1e REcEIvED D t •r I I i M5i`.f. 8( r.1 fr ,' - _T. 1 i i i [I I I I - PHONE: (503)412-4844 �'' • !t1 `'f'' &TWUGTUFEQ PI�RNI,1G f ' 1 I it ------=-An I c, .`� / / 2 LINCOLN MAR �� --, - ,+ o it I I I I ,; ( -� ` / / �� PortI.nd,OR �``�'- - I. �� 1, - _,, , I I I I OF TIGARD 503.224.9560 �_ a a F. __, 10220 SW GREENBURG RD. GENERAL CONTRACTOR �IVs�o�] Vancouver, WA -, i f eA ` �;Y�.�;: r - I C� a� RUSSELL CONSTRUCTION36 .695.7W9 L ` N.°- •• / ,, TIGARD OREcN DONN STURDIVANT/ARNE WAYRYNEN OFFICE COPY 206.749.9 93 ; � N.,..,.::: � _, r a • _�, _ _ _ DSTURDIVANTCRUSSELLCONSTRUCTION.COM CITY OF TIGARD ‘.. te l__ A / www.mCknzl.com > , } •I rt ` 1 20915 SW 105TH AVENUE REVir.w��r FOR CODE COMPLIANCE Q r TUALATIN OREGON 97062 ; o —� _.i- - _- PHONE: (503)692-9002 Approved: MACKENZIE / ,� . I - INDEX OF DRAWINGS ,: , � t ' OTC: o■�IeH e�ov■11 I CLIENT roe��■o ;`'r ___ ' '� Tj G0.01 TITLE SHEET, SITE PLAN, KEY PLAN, CODE SUMMARY, LEGEND AND NOTES Permit #: 4Z2e,y..--' Client �` Il��������1���� uSCIA.:i r . ' Address:a-L'.nc5� Ir., 1 n �10 �r�� r' — 1.f17 A1.10 DEMOLITION PLAN, PARTIAL SIXTH FLOOR PLAN AND NOTES .� n b v r.5 �'� _ A1.20 REFLECTED CEILING PLAN, ALTERNATE REFLECTED CEILING PLAN AND NOTES Suite #: ( � +l 7II h`'--' �� ��`� A4.10 ENLARGED RECEPTION DESK, ELEVATIONS, SCHEDULES AND DETAILS By: Date: 3- y _ `'' .:lzR' -� _r_+ 1, � i i1 I I ; F', . - 1 II I = A5.20 DETAILS _ LEGEND \.� STRLCTU�IPkgKING = $ CTUREG PARKING 1r I I I I - __ 4+mtt II I II I► l fi - SCOPE OF WORK 'I .! III I — ��11 I it I I i SHORE S t E i N CI '=-:4; F ' EXISTING CONSTRUCTION TO BE DEMOLISHED -- THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS FOR , SWOak$troet -- AN APPROXIMATELY 4,628 SQUARE FOOT TENANT ON THE SIXTH OF SIX FLOORS. WORK _...,./ '' TO INCLUDE DEMOLITION, NEW WALLS, DOORS AND RELITES, NEW CASEWORK AND NEW , EXISTING WALL TO REMAIN 25* 60• 1J0' .co LIGHT FIXTURES. NEW WALL TO 5'-6" AFF, SEE 7/A5.20 , ■ NEW WALL TO UNDERSIDE OF GRID, SEE 4/A5.20 Project SITE PLAN TENANT APPROVAL HULL AND COMPANY EXISTING 2 HOUR RATED WALL TO REMAIN SUITE 600 GO.. DESIGN/CODE DATA , , - TENANT IMPROVEMENT EXISTING 1 HOUR RATED WALL TO REMAIN GOVERNING CODE: 2014 OSSC EXISTING DEMISING WALL TO REMAIN OCCUPANCY: B NEW DEMISING WALL TO STRUCTURE, SEE 6/A5.20 2 LINCOLN REMAINING VACANCY = 2,923 SF DISTANCE BETWEEN EXITS = 40'-10" — CONSTRUCTION TYPE: TYPE I-B NEW BASE FEED, (2) CIRCUITS 10124 SW GREENBURG RD. TENANT AREA (APPROX): APPROX. 4,628 S.F. El LONGEST COMMON PATH OF EGRESS OF THE DIAGONAL = 36'-9" TIGARD, OREGON TRAVEL = 81'-6" OCCUPANCY LOAD: 47 # ,NEW FLUSH FLOOR ELECTRICAL AND DATA ROUGH IN LOCATION, ALT. , ` ■ 2 REQUIRED EXITS, 2 EXITS PROVIDED • ° NEW DEDICATED QUADRUPLEX OUTLET �j ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE `+�L AREA OF WORK BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION IND NEW DEDICATED OUTLET ;$ WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER �� _ /r � EXISTING OUTLET ��� / � � SEPARATE PERMIT �p EXISTING DEDICATED OUTLET / r . � NEW OUT ET AN rid ', �2014 OSSC SECTION 107.3.4.2 (separate permit by others) L D VOICE/DATA ROUGH IN LOCATIONtpl P4'' D { 'EGON .C.1) //rr/v__ FIRE SPRINKLER '!, / FIRE ALARM EXISTING COVERPLATE LOCATION TO RECEIVE NEW VOICE/DATA ',V d. ROUGH IN LOCATION • MECHANICAL O Ijz,4 "V . 1� EXIT ILLUMINATION EXISTING COVERPLATEI O� II ELECTRICAL /A../ ` I O MACKENZIE 2■ irr, �� _- ■ PLUMBING EXISTING LIGHT SWITCH ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY EXR NOTE: DESIGN BUILDERS FOR FP. ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE NEW LIGHT SWITCH WITH OCCUPANCY SENSOR OF MACKENZIE AND ARE NOT TO BE - , 1 —1.- i ii USED OR REPRODUCED IN ANY MANNER, SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE Kp WITHOUT PRIOR WRITTEN PERMISSION AL Xi } �� SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT Q KEYPAD LOCATION I I i. ■ DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW REVISIONS: ■ �_ 4 X 1 PRIOR TO SUBMITTAL TO EXISTING THERMOSTAT Z OKEY NOTE FOR REFERENCE N� REVISIONSREVISION DELTA ~tel. I 1 VALUATION THIS CLOSING DATE Cr a SHEET INTERIOR ELEVATION FOR REFERENCE --� I , VALUATION OF WORK = $58,000 ■ V — 600 • • l'INI: DOOR NUMBER SYMBOL • - -- c PROJECT GENERAL NOTES 1112 _ ��_ ■ EXIT REQUIRED EXIT Sillj 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. EXISTING CEILING GRID I i ■ B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO .. 1 C. VERIFYDLONS AND AND CONFIRM CIFICATIONS OF ALL ALL CONDITIONS, DIMENSIONS,GANDTHORITIES.LAYOUT INFORMATION PRIOR TO START OF I I I i ' i rdi NEW CEILING GRID AND TILE, SEE 2/A5.20 �,� CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY CORRECTION WORKSHEET TITLE: REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST EXISTING 2'X4' LIGHT FIXTURE TO THE OWNER. TIME SHEET, SITE ■■■■■ NEW OR RELOCATED 2'X4' LIGHT FIXTURE D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS ■■■■■ PLAN, KEY PLAN, U r, OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION DEMOLISHED 2'x4' LIGHT FIXTURE, (ALT.)• CODE SUMMARY, OF MACKENZIE. LEGEND AND +� E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS GRP:__ ___ DEMOLISHED TRACK LIGHT FIXTURE ■ • TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE PRECEDENCE OVER PLANS. IN THE CASE NOTES OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. 0 NEW RECESSED CAN LIGHT FIXTURE F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED LONGEST COMMON PATH OF EGRESS TRAVEL = 41'-5" OTHERWISE. I ® EXISTING SUPPLY/RETURN VENT TO REMAIN 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. ® EXISTING EXIT SIGN DRAWN BY: KGB H. DO NOT SCALE DRAWINGS. 2 KEY PLAN I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE PROPOSED NEW EXIT SIGN LOCATION STRUCTURAL ENGINEER OF RECORD. CHECKED BY: MRT, PDK GO.. SIXTH FLOOR NTS J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL �' DEMOLISHED EXIT SIGN BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION n EXISTING SPRINKLER HEAD SHEET: DEBRIS. ; GENERAL DEMOLITION NOTES 1%1 A. REMOVE EXISTING FLOORING THROUGHOUT. PATCH. REPAIR AND PREP SUBSTRATE AS Architecture interiors REQUIRED TO RECEIVE NEW FINISHES. SEE SHEET A4.10 FOR FINISHES. Planning Engineering B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK. ANY CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO THAT THE CLARIFICATION CAN BE ISSUED. C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR __ FUTURE USE. Portland,OR L! TT_ . in ■ D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF 503224.9560 TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. a E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB Vancouver, WA ' UTILITIES AS REQUIRED. 360.695.7879 0xIs F RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. Seattle, WA - 4r;; L�k + .. OFFICE G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION 206.749.9993 +0.W 1603 Ie THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN www.mcknze,com CONFERENCE `j Iac APPROVAL OF THE ARCHITECT/DESIGNER. li nis3'-6" I °� 41 4,1 I 602 I -,{ H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE-USE. MACKENZIE PUIIIN OtfVIN I CLIENT FOCWEd Lii� �� ` GENERAL NOTES Client ;: o ' o EXECUTIVE A. ALL EXISTING CONDITIONS TO REMAIN, EXCEPT NOTED BELOW. OFFICE B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. 1605 I C. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. - • 0 i D. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. SHORE S T E M t:- 5'-4"f 6'-7" ' 420 E ALLSTAINTERIOR RD UNLESS BE SOLID ISE.CORE FLUSH WOOD DOORS TO MATCH BUILDING .'s. :I. . ( OPEN OFFICE W— ' . __ F. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS .__�_,;,___*_...,__._* ,,r ,�, BEEN PERFORMED (ON 10/26/2017, WHILE VACANT) AND PLAN, ELECTRICAL AND CEILING ,;; w� ii 604 INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE illR CEPTION ii 0 I AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH J ;- _ 601 � II ' / TENANT. Project +,�' ' +!� �' G. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY HULL AND COMPANY ■ I. �� - - ■ GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA SWITCHING REQUIREMENTS WITH SUITE 600 TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. TENANT IMPROVEMENT H0 - 4 . NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH 'so1A PRODUCTS. Ewsr XT-10 I. ALL DIMENSIONS SHOWN AS PLUS/MINUS (t) ARE FOR GENERAL LAYOUT AND REFERENCE ,� I �P . I 1 I ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. 2 L.NVCOLN i` .L-_ _ \ NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. X0224 sw NRG RD. �, a B J. ADD SOUND INSULATION IN ALL NEW WALLS, EXCLUDING PARTIAL HEIGHT WALLS. TIGARD, OREGONEN i A 10 , v,cr-1 r-t l-\ . ; E BBaA Illi10 U KEYNOTESC +� BREAK4, c0°D �� 607 = 1 -!{ i NEWWALL WITH EXISTING COLUMN. p, K .Uu - OPEN6006FBICE UI WALL TO ACCOMMODATE NEW ELECTRICAL. IPROVIDE BUILDING STANDARD MINI >, ;;I; = -_ 3. NEW BUILDING STANDARD 2 -0 WIDE FRAMED RECITE. U ..� �_ I '"' 1� ! SERVER 608 0 I BLINDS. CONFIRM FINAL SPECIFICATIONS WITH LANDLORD AND TENANT. SEE DETAIL _ 010/A5.20. I I ° / , ;.,!,'0 - ,` 4. NEW BUILDING STANDARD 16'-0" WIDE FRAMED RELITE, ALIGN WITH TOP OF DOOR. POR D, GON ?' ' ' HEADER ABOVE SAT CEILING TO PROVIDE BRACING AS REQUIRED. r=--� I �,, ASSUME CONCEALED E ` iir C `} as ASSUME (4) EQUAL BUTT GLAZED PANELS WITHIN FRAME. PROVIDE CLEAR SILICONE O I * 0 1BUTT TOGETHER. SEE DETAIL 10 A5.20. OF 'V STORAGE CAULKING WHERE PANELS / °' `� 609 la 5. NEW BUILDING STANDARD 5'-O" WIDE FRAMED WINDOW. ASSUME INSTALL HEIGHT OF 48"�08 . T-1 AFF FROM BOTTOM OF SILL. ALIGN TOP OF WINDOW FRAME WITH TOP OF SUITE DOOR MACKENZIE 2018 * I O r -w� C ALL RIGHTS RESERVED * - R IF FRAMES. SEE DETAIL 11/A5.20. • 0 •7. 6. NEW 4X8 PLYWOOD PHONE BOARD WITH (1) DEDICATED QUADRUPLEX OUTLET. THESE DRAWINGS ARE THE PROPERTY • 606 y.44 r-i E. 7. PROVIDE POWER, OF MACKENZIE AND ARE NOT ANE DATA ROUGH-IN LOCATION AND BLOCKING TO ACCOMMODATE TENANT USED OR REPRODUCED IN ANY MANNER, PROVIDED FLAT SCREEN TV. WITHOUT PRIOR WRITTEN PERMISSION T 4 z 0 8. CONFIRM EXISTING OUTLET IS DEDICATED. CONVERT TO DEDICATED AS REQUIRED. I ,� 5'_10" /� 9. ALIGN NEW WALL WITH EXISTING WALL. REVISIONS: 10. EXISTING CABINETRY, SINK AND FLOODSTOPPER TO REMAIN AT BREAK. MODIFY oQ REVISION DELTa 4 * O ■ CABINETRY TO ACCOMMODATE NEW BUILDING STANDARD DISHWASHER. PROVIDE NEW �� REVIS[ONSCLOSING DATE P-LAM CABINETRY TO CREATE L--SHAPE LAYOUT. PROVIDE NEW P-LAM COUNTERTOP. La-' THIS Law SHEET i ,I, COMPONENTS AND FINISHES TO MATCH EXISTING. 61 0 A o ALTERNATE UPGRADES • per' I , WELLNESS. E OMS. I 610 : M GENERAL NOTES Architecture Interiors A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-7"± (EXISTING) AFF, UNLESS NOTED Planning Engineering OTHERWISE. B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 2/A5.20. __- . Eno— - C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER 111 III , 1111CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. .,ilk_ II ,__J : D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS WILL BE Portland, OR BY DEFERRED SUBMITTAL. 503.224,9560 1ff J11._i ,g, - - —�� —� E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. Vincouvr, WA CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. 360.695.7879 I ° • ° II F. REPLACE DAMAGED AND 50ILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO SUM, WA 1I MATCH EXISTING. 206.749.9993 DECKI. DECK G. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON www.mcknze.com { it \ _ ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. 7 ELECTRICAL CONTRACTOR TO REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION M AC K E N Z I E AND NOTIFY ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR FIXTURE Data" DRIVEN e�l.»r Foe>.0■a ,� __ i PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. CONFIRM NEW LIGHT FIXTURE I[E. , Eff, 7-7 <7 A ` . . �� �.. PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION AND SAT MAIN GRID Client ��' �� = f LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND APPROVED BY LOCAL Dd! _ �� l Arv7, JURISDICTION THROUGH DEFERRED SUBMITTAL. D I I EE Et _ // ► I X' `/. ` �1 I SHORE STEIN ____E---_ _ , . , _ _ . ii ° -. . o KEYNOTES �' '� ° ° k ' ° ° — 1. EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. Elmmum 14 I _ .yi //, 11■■■11■ OBSERVATION IS LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES. 0 - - �t '' ' ZEE 'Efflff ° �/// \BB" /i/A i ° ANY VARIATIONS TO BE CONFIRMED ON SITE BY CONTRACTOR. - 1 - �/ ��T� 2. PROVIDE (2) NEW BUILDING STANDARD RECESSED CANS ON DIMMER SWITCH. CONFIRM `• _I I 4%+ /� / FINAL SPECIFICATIONS WITH LANDLORD AND TENANT. Project TEL _ I .F AI '/ ri, I HULL AND COMPANY _� 3. REMOVE TRACK LIGHT FIXTURE. PATCH AND REPAIR CEILING AS REQUIRED TO MATCHaEXISTING. SUITE 600 ri "�,'r f;l'' i'%�: _��• 4. PROVIDE HIGH LIMIT EXHAUST FAN. TENANT IMPROVEMENT t --• TIE ° ,X ° .f-. 1 I II _ • 1 ALTERNATE UPGRADES I . 2 LINCOLN _4 .•1 „ HIE _ I la �I MOW 1111 PROVIDE SEPARATE PRICING FOR THE FOLLOWING: 10220 SW �� �. /4,:::-::". 4A) AA. REMOVE EXISTING NON--STANDARD CEILING LID, IF FEASIBLE. ARD, OREGON . EgT1 .1 I� BB. PROVIDE NEW GRID AND TILE TO MATCH AND ALIGN WITH EXISTING GRID AND TILE. ° ° 0ff ° It :■I uoIx! OV A a I CC. PROVIDE NEW LITHONIA 2ALL4 2X4 LED LIGHT FIXTURES WITH DIMMERS THROUGHOUT. Lf-- ----.:-- EE i _ . BE) DD. RELOCATE EXISTING CEILING COMPONENTS AS REQUIRED AND WHERE AFFECTED BY ,�A NEW LIGHTING LAYOUT, SEE 2/A1.20 FOR NEW LIGHTING LOCATIONS IF ALTERNATE `�6 3 I I_I = TYP. //I MOVES FORWARD. RELOCATION NOT REQUIRED IF NEW LIGHTING IS NOT PROVIDED. 'r o _1 -' 7 rrr�rrr ` ! i + I ° �— � � Ii _ •. tv HH I I I �I . 3 -___V//i L__. in• I ■■ -14. - r 0 - I� _• : M.••=1 0 . G‘77am_— f A . •0•T p, 'R7. 0,1 1 , : .■..■■ mil.. .mum. _ : NOTES: A. FINISH ENDS, TYP B. CONFIRM REQUIREMENTS AND SIZES FOR ALL EQUIPMENT PRIOR TO CONSTRUCTION OF CASEWORK C. P-LAM WORKSURFACES AND TRANSACTION TOP, PL-3, © WITH WOOD TRIM, WD-1 r D• BOX/BOX/FILE, PL-4 Min D E. CASEWORK VERTICAL SURFACES, PL-4 B F. SHIM AS REQUIRED Architecture • Interiors �' SCHEDULE OF INTERIOR FINISHES _ 2, ,0" 7COLUMN/WALL COLUMN/WALL Planning ■ Engineering CPT-1: SHAW, 5A037, TERRA, 37761, SEQUOIA Iv_a '� //// N CPT-2: (ALTERNATE) CARPET TILE, TBD °� 6 8 6ak ©_ A 2'-6" , ^ C ©�+ r �,� 4,1 r BLACK FABRIC Portland,OR VCT-1: ARMSTRONG, IMPERIAL TEXTURE, 51877, EARTH GREEN `Wi `iii► �, �, : 4''-8" ,-PAINTED BOARD Vancouver, TACK IM. M. 503.224.9560 PL-1: MATCH EXISTING o 6 / HALF Vancouver,WA I I S WALL, TYP. . S 360.695.7879 PL-2: MATCH EXISTING co �� ♦ Seattle,WA o ,l l PL-3: WILSONART, 7949K-18, ASIAN NIGHT I . : I 04 = -- _ e \,� 306.749.9993 LL in I _ �, I �, I www.mcknza.com PL-4: TBD I M - l I "� y s'—s" N. "� "•, MACKENZIE. PL-5: (ALTERNATE) TBD 3'-6" 6'-6" -6 2'_0" 0.11114oRmiN 1 CUM'F091/110PL-6: (ALTERNATE) TBD z ' r o Client WD-1: MATCH BUILDING STANDARD WOOD SPECIES AND STAIN v > w P-1: (GENERAL) MILLER, 0231 DESERT MIRAGE o A. ELEVATION B. ELEVATION C. ELEVATION o CD P-2: (ACCENT) MILLER, 0380, MIRRORED WILLOW 2 ENLARGED RECEPTION DESK zri. RECEPTION DESK ELEVATIONS . SHORE B T E 1 N Li RB-1: FLEXCO, 071, BLACK/BROWN . 4,10 ® RECEPTION 601 1/4"=1'-O" N 4.10 ® RECEPTION 601 1/4"=1'-0" I V _ M DOOR SCHEDULE P-LAM TRANSACTION Project TOP HULL AND COMPANY DOOR DOOR DOOR FRAME HDWR SUITE 600 DOOR OPENING SIZE THK ITYPEI MAT'L FINISH MAT'L FINISH DETAILS GROUP RATING COMMENTS WOOD FINISH ENDS TO TENANT IMPROVEMENT EXIST 3'-0"x8'-3"± EXISTING DOOR -- MATCH BUILDING STD 601A 3'-0"x8'-3"± EXISTING DOOR -• H-4 -- 2 4, 1'-O" 606A 3'-0"x8'-3"t EXISTING DOOR = H-4 -- 2 " BLACK REVEAL, TYP 2 UNCOLN 608A 3'-0"x8'-3"t 134" FL SC S HMK FF 8/A5.20 H-2 -- 1 \ 1%1-_ - •BLACK FABRIC-WRAPPED 10220 SW GREENBURG RD. 609A 3'-0"x8'-3"± Or FL SC S HMK FF 8/A5.20 H-1 -- -- 414 ! TACK BOARD P-LAM COUNTER TOP TIG ARD, OREGON 610A 3'-o"x8'-3"f 1 (" FL SC S HMK FF 8/A5.20 H-3 -- 3 W/ SOLID WOOD EDGES 611A 3'-0"x8'-3"t 1X" FG SC S HMK FF 8/A5.20 H-1 -- 4 ,c PAINT GRADE MDF WALL, ' D a- " FINISH PAINT " X" BLACK REVEAL, TYP � �' e ,. 1 -6 2 -102'-0" �, _ HARDWARE GROUPS: ABBREVIATIONS: C BLACK H-1: PASSAGE EXIST EXISTING 1 ,� P-LAM COUNTER TOP _ , P-LAM COUNTER TOP MELAMINE INTERIOR L�a • IG �� LATCHSET F75 GRADE 1, WIWOOD FINISH ENDS --\----tW WOOD FINISH ENDS -J PA IS BUTTS, SEAL, STOPS FF FACTORY FINISH j / : �`� - �- / H-2: STOREROOM/SERVER FG FULL GLAZED VISION PANEL CO ! -il..... SUPPORT BRACKET SUPPORT BRACKET `� FL FLUSH I =^ = ---,I BOX, BOX, FILE PEDESTAL4 : • �" LOCKSET F86 GRADE 1, • BUTTS, SEAL, STOPS HMK HOLLOW METAL KNOCKDOWN 41 ELECTRICAL CHASE, TYP14 i ELECTRICAL CHASE, TYP PROVIDE HARDWARE ND *GON H-3: LOCKING OFFICE P PAINT LO in IticNi i FOR PENDAFLEX SUSPENDED --------.1-___Z;---\-- 16 LOCKSET F82 GRADE 1, S STAIN I n Ix _ • PAINT GRADE MDF WALL, I "n — PAINT GRADE MDF WALL, FILING SYSTEM. CONFIRM ■ I 4 BUTTS, SEAL, STOPS IN SC SOLID CORE WOOD I v _ - FINISH PAINT N N v % FINISH PAINTO 'J LEGAL OR LETTER FILE 0 N OF H-4: NEW ELECTRIC STRIKE WI CARD '_ =�� REQ. W/ TENANT •I READER ON ENTRY SIDE COMPLY W/ OSSC SECTION 1008.1.9.8 FOR = C 2018 ' ACCESS CONTROL LOCKSET F86 DOOR SCHEDULE NOTES: _ _� O MACKENZIESSER RUBBER BASE ALL RIGHTS RESERVED GRADE 1, BUTTS, SEAL, STOPS A. ALL DOORS/CLOSURES TO BE CHECKED, ; THESE DRAWINGS ARE THE PROPERTY ADJUSTED, AND/OR REPLACED TO BE IN •RUBBER BASE =• RUBBER BASE OF MACKENZIE AND ARE NOT TO BE COMPLIANCE WITH ADA. N Ct , USED OR REPRODUCED IN ANY MANNER, DOOR SCHEDULE COMMENTS: o: V) B. ALL DOORS, FRAMES AND HARDWARE TO N I WITHOUT PRIOR WRITTEN PERMISSION 1. PROVIDE LOUVER AT NEW DOOR. MATCH TENANT SUITE STANDARDS. I a , 2. MODIFY EXISTING DOOR FRAME TO RECEIVE C. VERIFY DOOR HEIGHT DIMENSIONS. Q I Q m REVISIONS: ELECTRIFIED HARDWARE (H-4) TO ACCOMMODATE APPROXIMATE MEASUREMENTS BASED ON FIELD NEW TENANT PROVIDED KEYPAD SYSTEM. OBSERVATION. © RECEPTION DESK SECTION RECEPTION DESK SECTION N 8 RECEPTION DESK SECTION N ��3. PROVIDE OCCUPANCY INDICATOR ON DOOR. CONFIRM D. NEW DOORS MAY BE PULLED FROM EXISTINGW w w in QREVISIONSREVISION DELTA FINAL SPECIFICATIONS WITH TENANT AND LANDLORD. BUILDING INVENTORY OR RELOCATED WITHIN Y "_ " Y " N Y ww THIS CLOSING DATE 4. PROVIDE BUILDING STANDARD MINI BLINDS. CONFIRM SUITE WHERE POSSIBLE. 111=f-Cr w ' 4.10 1 -1 -0 w • 4.10 1 =1 -0 w o o SHEET FINAL SPECIFICATIONS WITH TENANT AND LANDLORD. 0 0 0 - ,13" CLR. 13" CLR. I NOTES: a ,, ROOM FINISH SCHEDULE A. FINISH ENDS, TYP E. SHIM AS REQUIRED F. ALL CABINET FACES AND DOORS, PL-1, AT NEW ONLY B. CONFIRM REQUIREMENTS FOR ALL G. ALL EXPOSED EDGES AT DOORS AND SHELVING TO t (2) ADJ. 1 I I EQUIPMENT/APPLIANCES PRIOR TO BE P-LAM TO MATCH ADJACENT VERTICAL i —(2) ADJACENT MELAMINE FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING I I MELAMINE SHELVES ROOM CEILING CONSTRUCTION OF CABINETRY SURFACES I ) = SHELVES, TYP ROOM NAME MAT'L MATI. MAT'L MATI. MAT L MAT'L FINISH C. ALL COUNTER TOPS, EDGES AND LU NO HT. H. IN LIEU OF MODIFYING EXISTING CABINETRY PROVIDE > _ _ _ FINISH FINISH FINISH FINISH FINISH FINISH MAT'L COMMENTS BACKSPLASHES, PL-2 NEW P-LAM UPPER AND LOWER CABINETRY, AND J I IW 601 RECEPTION CPT RB -- GB/P P GB/P EXIST EXIST 1 D. CONTRACTOR TO PROVIDE DEDICATED BUILDING STANDARD DISHWASHER AT L-SHAPE w 'P-LAM FACES w _ _ _.1' 602 CONFERENCE CPT RB P P P GB/P EXIST EXIST 1 OUTLETS FOR BLACK GE #GLDA690JBB LAYOUT AT EXISTING PLUMBING LOCATION. REUSE W _ 1in ADA DISHWASHER EXISTING SINK, PLUMBING AND FLOODSTOPPER. ALL N =1=—1— �.-- 603 OSCE CPT RB P P P P EXIST EXIST 1 COUNTER TOPS, EDGES AND BACKSPLASHES, PL-5. 604 OPEN OFFICE CPT RB P P P GB/P EXIST EXIST 1 ALL CABINET FACES AND DOORS, PL-6 I I [ UPPER CABINETS, DEPTH SHEET TITLE: 605 EXEC. OFFICE CPT RB P P P P EXIST EXIST 1 -_ — - 1. MAY VARY AS REQ'D, ENLARGED SEE CASEWORK ELEVATIONS 606 OPEN OFFICE CPT RB P P GB/P GBPExrsr Exlsr 1 EXPANSION MODIFY EXISTING ® w 25" P.L. TOP �� w 25" P.L. TOP / RECEPTION DESK, 607 BREAK VCT RB P GB/P GB/P GB/P EXIST EXIST m LINE CASEWORK TO ELEVATIONS, 608 SERVER VCT RB GB/P GB/P P GB/P EXIST EXIST ► .� L SIDE SPLASH WHERE VCT RB GB/P P P GB/P EXIST EXIST ` ACC DISHWASHER W OCCURS 1'-5" MAX 4" BACKSPLASH, RETURN SCHEDULES AND 609 STORAGE CEILING w ,. . AT END WALL CONDITIONS DETAILS 610 WELLNESS RM. CPT RB GB/P GB/P P P EXIST EXIST 1 611 OFFICE CPT RB P P P P EXIST EXIST 1 'y LOWERS �,(-1-j r0 I 2'-5" XIS I U H MAIN v) • P-LAM COUNTER TOP AND TO FAUCET 1 \, _ _ = SPLASH WITH SELF EDGE CONTROLS FINISH SCHEDULE NOTES: /\ T.*." 'f' :�- • � _ , , 7 --'�- T— C' — `- ' DRAWER AS OCCURS INA. ALL INTERIOR FINISHES BUILDING STANDARD. SEE SCHEDULE OF ABBREVIATIONS: r ( - �.- .- --�- - ; - - ELEVATION �. 6%, WRAP ALL EXPOSED PIPE INTERIOR FINISHES. `l NT-V. `L! 1,11 �l� r B. PATCH AND REPAIR ALL EXISTING WALLS WHERE AFFECTED BY CPT CARPET I --T1-5- 0 i (1) ADJ MELAMINE 2 r;. PER CODEw DRAWN BY: KGB NEW WORK. PAINT NEW AND EXISTING WALLS THROUGHOUT. EXIST EXISTING I o > I I ; SHELF, NO DRAWER OR , 20X OF WALLS TO RECEIVE ACCENT PAINT, P-2. '""°` I iv I ! SHELF AT SINK LOCATION 8" le-- ASSUME v CHECKED BY: MRN, PDKG8 GYPSUM BOARD ,C. PROVIDE NEW BUILDING.STANDARD BROADLOOM CARPET AND _ -` f —,- W ? o o , RUBBER BASE THROUGHOUT, UNLESS NOTED OTHERWISE. NEW P PAINT 1 _ ��l\ °� 21:7_22. -- o w = = / ' z I o BUILDING STANDARD VCT AT BREAK, STORAGE AND SERVER. RB RUBBER BASE l�- L . _ ��_ _ !/ \ - W I 1 . N as SHEET: \ / r-- �°\. i i I P-LAM w ALTERNATE FINISH SCHEDULE NOTES: VCT VINYL COMPOSITION TILE \ N., -/ / I -._<_____• ______.,z_ �y I I a _ ,� rl �n Y *PROVIDE SEPARATE PRICING FOR THE FOLLOWING: I 1 r \ j N N I OPEN BELOW PER CODE •? 1. IN LIEU OF BUILDING STANDARD BROADLOOM CARPET, PROVIDE " RUBBER BASE I _ 6 I N cn UPGRADED BUILDING STANDARD CARPET TILE, CPT-2. 1'-0"tn ��2 -'° ,-5 , EXIST TO REMAIN '-0"� ;�1'_4"t 1 .°', 1.- A410 10 -0 CLR. t� A ', 1.I A. ELEVATION B. ELEVATION 2'—°" '� �3� 2'-0" m ' 0 �� - �, JOB 140. 2150951.32 10 CABINETRY ELEVATION cr m 11 CABINET SECTION W cn 12 CABINET SECTION A 4.10 ® BREAK 607 (ALT. FOR NEW CABINETRY AT LAYOUT SHOWN) 1/4"=V-0"-0 w • 4.10 TYPICAL 3/4m= -On1 Q . 4.10 ALTERNATE 3/4"=V-0"-0 �bHMI I Sb I • 0310//2018 wU 215095132\4_DRAWINGS\ARCHITECTURAL\32J,4.10.DWG KGB 03/07/18 09:35 1:96.00 FLOOR OR ROOF STRUCTURE [ . .� POP RIVET RUNNER TO WALL ANGLE AT 2 BERC 2 8" MAX. • ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 CLIP SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT A STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER STABILIZER BAR ATTACH STUD TRACK ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS it,44� \ / / THROUGH GRID TO WITHIN 8" 3 OF PERIMETER .o \ / BRACE ABOVE -LATERAL BRACING WITH APPROVED VERTICAL COMPRESSION STRUT AT 12'-0" OC EA WAY �I SUSPENDED CLG \ \ \ / / �I� y2" / % % %:! ;‘ ASSEMBLY \ / / COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB / • � s 6 � f2j_r_X /, / Architectureinteriors I "ATTACHED �45' i Planning • Engineering 1r I WALL" ^. _:,: - 1 x - — + I ! Y �I l' P CUT TILE FOR TIGHT METAL STUD BRACING TO FLOOR CO FIT AT WALLS . 1 STRUCTURE AT 8'-0" OC W/ (2) #8 ØcBJ°EDATWALL NT$ SHEET METAL SCREWS AT EACH END. NOTE: FOR UNATTACHED WALLS PROVIDE A CASING BEAD ▪ STUD SIZING PER SPAN TABLE. O USG 200-A Portland,OR r` '" " -i 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP BRACING TO BE PROVIDED WHERE 503.224.9560 > �� -- DO NOT SCREW BERC 2 CLIP TO TRACK DISTANCE BETWEEN PERPENDICULAR SOUND ATTENUATION • Vancouver;WA INTERSECTING WALLS OR HORIZONTAL TABLE MAX. LENGTH AT ALL NEW WALLS, TYP. BRACING BETWEEN WALLS EXCEEDS 360.695.7879 �.$ —CROSS RUNNERS FIT BETWEEN MAIN RUNNERS 1/2" DIA CONDUIT (EMT) 5'-10" Sian%WA MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 w » � 8'-0" OC 206.749.9993 I • i_ OA » WIRE AT 4'-0" OC OR WITH 110 WIRE AT 5'-0" OC EA WAY 3(4 DIA CONDUIT (EMT) 7!8" , www.MCknze.COm 6'-0" MAX w 1 DIA CONDUIT (EMT) 91-9" METAL STUDS SEE WALL HEIGHT / / LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC GYP BD EA SIDE EA WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND SGL 162S125-33 MTL STUD 12'-0" . TABLE FOR GAUGE AND SPACING (1-5/8"x2OGA) M AC K E N Z I E■ 2 FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF BACK TO BACK 1625125-33 15'-0" � CONT ACOUSTIC SEALANT EA O.JION DRIVEN I CLIENT FOCW�C NOI .: SIDE AGAINST TRACK NO ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN SECURE ALL HANGERS TO BLDG— MTL STUDS (1-5/8"x2OGA) ":I SEALANT AT SIM COND Client APPROVED TYPE AND HAVE A 1801 CAPACITY. ALL LATERAL BRACING STRUCTURE. TRAPEZE DUCT WORK SGL 250S125-33 MTL STUD 13'-6" 1/2" MAX;� �_ - WIRES TO HAVE A 200# CAPACITY. AND OTHER LARGE OBSTRUCTIONS (2-1/2"x2OGA) " Y 1 I ! •BOTTOM TRACK TO FINISH SUSPENDED CEILING BRACING TO COMPLY WITH ASCE7, ASTMC635, BACK TO BACK 250S125-33 15'-0" CONCRETE SLAB FLOOR W/ POWDER DRIVEN ASTMC636 AND ASTME580 MTL STUDS (2-1/2"x2OGA) ANCHORS AT 4'-0" OC 3 0 SUSPENDED CEILING BRACING 4 NON-BEARING WALL SHORE STE 1 N 49 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS • 5.2• AT FLOOR AND SUSPENDED CEILING 3"=1'-0" THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. v 3 Project HULL AND COMPANY v 9.5 ; 4 METAL DECK AS OCCURS SUITE 600 . . TENANT IMPROVEMENT )�" DEFLECTION SPACE � SOUND ATTENUATION BATT . v (DO NOT FASTEN STUDS AS OCCURS "4 OR GYP BD TO RUNNER) PARTIAL WALL ® 5'-6" A.F.F. . GYP BD WALL AS OCCURS 2 UN OLN �l -- 10220 SW CIBURG RD. J, ---} - 'I'IQARD, OREGON \ -:`70 1. \t't 3625125-33 METAL STUDS grip \1" MIN. _ , ��--_ - : CONT 18 GA METAL R , ® 24" o.c. `}' . ? =y. -N FASTENED TO DECK AT 2'-0" -� L • ,oaD ,[�A Z = OC STAGGERED (2).145" 0 PDA � 16 ;�. a r: EI::::::zz:.;.: 0 TOP OF HSS DOUBLE STUD AT JAMB, TYP �`�( FASTEN RUNNER TOR + HSS3"x 3"x " POST 0 • .4 �� GYP BD AT 2'-O" OC (2).145" 0 PDA I ; UNSUPPORTED END OF WALLS L! PAU D SU EA SIDEAND T _ SOUND BATT INSULATION AS OCCURS ® 12" STAGGERED I I 4-0 OC MATCH BLDG STD al w _ TYP AT DEMISING WALL PAINTED . + sR 3L"x3"x9" 1METAL STUDS SEE WALL HEIGHT GYP BD " " " " : W 'ORT ND GON .A ? TABLE FOR GAUGE AND SPACING (2) W 0 BOLTS W/ W X4 X4 : eh 1111.:.. I PLATE WASHER ON t BASE +y ° - 6 CONT ACOUSTIC SEALANT BOTTOM SIDE. OF tv. EA SIDE AGAINST TRACK ' : ;• NO SEALANT AT SIM COND .I, • :0a ;, L RIGH ALTSIRESERVED THE P 1/2" MAX-;k--- ;y _ _ — CONC SLAB ON METAL� OF MACKENZNE AND E ARE NOT ORBE �_ USED OR REPRODUCED IN ANY MANNER, IBOTTOM TRACK TO FINISH DECK AS OCCURS WITHOUT PRIOR WRITTEN PERMISSION CONCRETE FLOOR W/ POWDER DRIVENor ' ~ REVISIONS: 6 GYP BD PARTITION at METAL DECK W PARTIAL HEIGHT WALL a 8 TYP INTERIOR DOOR N� REVfSIONSREVISION DELTA I IY 5l THIS CLOSING DATE A 5.2. 3"=1'-O" METAL ELEVATED DECK 1"=1'-O" Q . 52, HEAD SIMILAR 3"=1'-O" o cco SHEET Z 3 0 * 2 LINCOLN STUD SIZE: 2X" SOUND ATTENUATION BATT WAS OCCURS , . .:... AO ,----- - GYP BD WALL AS OCCURS LIMITING WALL HEIGHT TABLE 1 1 • _ _ _ _ ., __. .. w . INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 0 5psf jSOUND ATTENUATION BATT DESIGNATION SPACING MAX. WALL I-EIGHT 1 I w / AS OCCURS 250S125-18 24" 8'-4" . • DOUBLE STUD AT JAMB, TYP 250S125-18 16" 9'-7" SHEET TITLE: ' 250S125-27 24" 9s w-10 DETAILS MITI .: •Iii 2505125-18 16" 11'-3" 362S125-18 24" 13'-5" METAL DOOR FRAME TO L .• DOUBLE STUD AT JAMB, TYP 3625125-18 16" 14'-4" Z :: S MATCH BUILDING STANDARD 362S162-33 16" 16'-5" L_1 •• 3625162-43 16" 18'-0" Iw MATCH BLDG STD 16" " vi 4,. : . 6005162-33 24-6 , Tiii‘ DRAWN BY: INTERIOR NON WALLS KGB -`— 'i WITH CERAMIC TLE FACING L/360 0 5psf tx N CHECKED BY: MAT, PDK ti • • ;. DESIGNATION SPACING MAX. WALL HEIGHT m SHEET: • • • 3625125-18• 16" 12 -4 SIDE LIGHT AS OCCURSW • 3625125-33 16" 14'-3" �' ' , 1--hi"--"----- WITH 1/4" TEMPERED GLASS + o..• 3 i-LI A5 a 20 WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH I •__IL-__JM-- y�Jp`( La 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. ¢ , 0 0 3 JOB NO. 2150951.32 -O TYP INTERIOR RELITE/DOOR I TYP INTERIOR WINDOW 12 WALL HEIGHT TABLE HEAD SIMILAR 3" ' " o =1 -0HEAD SIMILAR .3"=1'-0" 5.2 o5.2 l'bHMI 15L I U.3 U/12018 0 Z 215095132 V_DRAWINGS\AR GHITECTURANZ.A5.20.DWG KGB 03/07/18 09:35 1:96.00