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Plans (385) BU P2018 - 00117 OFFICE COPY r 7 \,_ TRUE PRIVATE ' SW Locust Street $0 - ( — - �� 1,-p, :.a��ai$ LZ7(�TiiOl1 ��Q I'1!,1I111.IIIHI . .,,,1,,,,.,1i _ I InFo Illi l Illi ;#tlII�_I - Architecture Interiors / .,..„ �.a4 �3E11�7 O -�1'- � 1�III� ��I���If+iIi \jillli9 Planning � Engineering 1 /0 OG 1:7:&o- I LI' 1 �' WEALTH ADVISORS _ STRUCTURED PARKING — __ �• - G: ® Il- '-�'1<1<I, tiI I II��f'l�l Wr1�� I 4 I; ! i ' t f a �!111,'Illlill31111!IIIIlIIIII!\; LEGEND L\=1---71/ a� hi.r 'I� ❑ �JTENANT IMPROVEMENT EXISTING CONSTRUCTION TO BE DEMOLISHED -:�,v s� a - - �IiIII III II;� .�_:� VFD Portland, OR APR 2018 503.224.9564 no '=r. .. a `.'— . a_ Vrncouvsr, WA 1111 ( �„� __ 1�� { O � — � ;; ' f EXISTING WALL TO REMAIN CIS OF i i , HD ' IN le 0 I lf cEE 'it _ LINCOLNTOVVERBt�� �"� �� , 0 / e LST R 0 • �� EzEmEm NEW WALL TO UNDERSIDE OF GRID, SEE 6/A5.20 ` Smiths, WA = ' 206.749.9993 y { _ . a nam -- = 1 EXISTING 1 HOUR RATED WALL TO REMAIN . : M L _ -L 10260 SVV GREENBURG RED. www.mcknze.cem liKaISNA I.. t EXISTING DEMISING WALL TO REMAIN D ; 111\1\ ' � �.,�" + oma = - TI, MACKENZIE. �__ �� 1 TIGARD OREGON NEW DEMISING WALL TO STRUCTURE, SEE 4/A5.20 x° f I ORION otilv><N Cum'roawNo DF-` - -0--,, . Q- 0., i! 4 m 1 ']hl4l -- EXISTING QUADRUPLEX OUTLET Client • ''`k- Jl l l l l l l rr al 0II►I►IIIIII---{ % I I H - INDEX OF DRAWINGS NEW DEDICATED QUADRUPLEX OUTLET (1 eggta r 1. i.i SII liI IIl!III ) 'i, ' " -0 I , b��S - EXISTING DUPLEX OUTLET _ 1 II I I , I!1 00.01 TITLE SHEET, SITE PLAN, KEY PLAN, CODE SUMMARY, LEGEND AND NOTES EXISTING DUPLEX OUTLET CONVERTED TO A DEDICATED CIRCUIT PLAZA - Til L I I H I dt[i l'. -= A1.10 DEMOLITION PLAN, PARTIAL TENTH FLOOR PLAN, REFLECTED CEILING PLAN AND SHORE s T E I N a - � UCEIIbllPlRING 'STRUCTU'ED PARKINNOTES e�` NEW DEDICATED OUTLET _ IIIH {} HH; HH - II I-ltI IIfiIl - A4.10 ELEVATIONS, DETAILS AND SCHEDULES 0 NEW OUTLET AND VOICE/DATA ROUGH IN LOCATION - 1 1 111111111111{111111111 �a7 1 1 1 I III II !I ■ [1 A5.20 DETAILS 1 SCOPE of WORK EXISTING COVERPLATE LOCATION TO RECEIVE NEW TELEPHONE/DATA ROUGH IN LOCATION SW Oak Street 2 ,_ EXISTING COVERPLATE ° THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS 25 50' 100 200' 2,561 SQUARE FOOT TENANT ON THE TENTH OF TWELVE FLOORS. EXISTING LIGHT SWITCH Project FOR AN APPROXIMATELY TRUE PRIVATE WORK TO INCLUDE DEMOLITION, NEW WALLS, DOORS AND RELITES, AND NEW CABINETRY. , NEW LIGHT SWITCH WITH OCCUPANCY SENSOR WEALTFI ADVISORS AREA OF WORK TENANT APPROVAL: SUITE 1055 FIRE EXTINGUISHER TENANT IMPROVEMENT 1 SITE PLAN DESIGN/CODE DATA Ip KEY NOTE FOR REFERENCE GO.I NTs LINCOLN TOWER INTERIOR ELEVATION FOR REFERENCE 10260 RD. © GOVERNING CODE: 2014 OSSC ® TIGARD, OREGON OCCUPANCY: B L- - 1 CONSTRUCTION TYPE: TYPE I-B o9.1DOOR NUMBER SYMBOL TENANT AREA (APPROX): APPROX. 2,561 S.F. OCCUPANCY LOAD: 26 EXIT REQUIRED EXIT 4)‘IjD AtSe LONGEST COMMON PATH 1 REQUIRED EXIT, 1 EXIT PROVIDED ill EXISTING CEILING GRID / • KN I' IA OF EGRESS TRAVEL = 84'-10” ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE ;3 'E' BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER I EXISTING 2'x4' LIGHT FIXTURE TO REMAIN 0' • 1 CC 0 ■ ■ ■ / SEPARATE PERMIT prolEXISTING 2'x4' 24 HR. LIGHT FIXTURE TO REMAIN OF o 101,04 2014 OSSC SECTION 107.3.4.2 (separate permit by others) EXISTING LIGHT FIXTURE TO REMAIN ` ' MACKENZIE 2018 VI FIRE SPRINKLER ALL RIGHTS RESERVED -_I `J ITILtiill • FIRE ALARM , , ,-, , , • , ,-, DEMOLISHED LIGHT FIXTURE TO BE RELOCATED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND j NOT TO BE MECHANICAL ■r.+ USED OR REPRODUCEDA INE ANY MANNER, al .„ "la NEW OR RELOCATED LIGHT FIXTURE —m ELECTRICAL ••U WITHOUT PRIOR WRITTEN PERMISSION • PLUMBING I 1 11111111 of I ® EXISTING SUPPLY/RETURN VENT TO REMAIN OFFICE COPY REVISIONS: I 0z • IIIIIIIIt REVISIONS REVISION DELTA R1. NOTE DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN CITY OF TIGARD N� ® EXISTING SPEAKER 5_1 THIS CLOSING DATE ' OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS REVIEWED FOR CODE COMPLIANCE �o SHEET I— ,T L i ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT Approved: ] rili ® EXISTING EXIT SIGN ,'E. ' Ili r o DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW OTC: } GSC C� l v \ �� 1 " '= PRIOR TO SUBMITTAL 0 EXISTING SPRINKLER HEAD . Permit#: (10/0, jiY-OCA 11 7 I�� r � PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TO BEAddress: 1Q L _Er t.:. "' �'� r g Rd- ; IF VALUATION[1 [T] I= .4itCONFIRMED THROUGH SEPARATE PERMIT VALUATION OF WORK = $71,400 ALIGN FACE OF FINISH WITH FACE OF FINISH By: Date: i . ]9 . ] Cr 1 1 ! GENERAL NOTES OWNER S WORK H T T AREA OF EE ITLE: A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN INTENT. THE PROJECT INTENT IS TO SHORENSTEIN REALTY SERVICES TITLE SHEET, ■ ■ I I ■ ■ PROVIDE FOR A COMPLETE, WORKING SYSTEM. ROB FABIAN - PROJECT MANAGER - CONSTRUCTION SITE PLAN, KEY B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND RFABIANOSHORENSTEIN.COM SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. 5335 MEADOWS ROAD SUITE 275 PLAN, CODE C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE LAKE OSWEGO, OREGON 97035 SUMMARY, LEGEND 2 KEY PLAN OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH PHONE: (503)412-4800 AND NOTES DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. GO.. TENTH FLOOR NTS D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONTRUE PLAN E. REFERSTOTENCIES IN THE PLANS ENLARGED PLANS AND ELEVATIONSATIONS SHALL BE WHE E INDICATED FORED TO THE ATTENTION OF ADDI ADDITIONAL INFORMATION.M ENLARGED+ PLANS TAKE PRECEDENCE GENERAL CONTRACTOR NORTH NORTH OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST I ' OPTION SHOULD BE PRICED. RUSSELL CONSTRUCTION DRAWN BY: CAK F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. DONN STURDIVANT/ARNE WAYRYNEN G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FFE) REFER TO FINAL FINISHED FLOOR ELEVATION, WHETHER DSTURDIVANT@RUSSELLCONSTRUCTION.COM CHECKED BY: MRT. PDK BUILT-UP SLAB, COMPOSITE DECK, OR RAISED ACCESS FLOOR. 20915 SW 105TH AVENUE I H. DO NOT SCALE DRAWINGS. TUALATIN, OREGON 97062 SHEET: I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF PHONE: (503)692-9002 RECORD. J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. ‘.;I1Y OF TIGARD COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. Approved Planning K. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR WORK. THE CONTRACTOR WILL COORDINATE CLEAN UP OF G0,01 ALL AREAS AFFECTED BY DUST OR ANY MATERIALS, BOTH DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, INCLUDING ❑�tB: m n SET: 04/11/2018 THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR OCCUPANCY BY TENANT. initials I 1 L. ALL DESIGN-BUILD ITEMS, SYSTEMS AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. JOB N0. M. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED AND PROTECTED UNTIL IT IS REMOVED FROM THE 2150954.74 SITE BY THE OWNER. CONTRACTOR SHALL COORDINATE WITH THE OWNER. 1 1 PERMIT 215095474\4_DRAW ENCS\ARCHITECTURAL\74-G0.01.DWG CAK 04/11/18 09:57 1:96.00 GENERAL DEMOLITION NOTES A. REMOVE EXISTING FLOOR FINISH AND RUBBER BASE THROUGHOUT. PATCH, REPAIR AND 11'-6" PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES. SEE SHEET A4.1O FORt t FINISHES. B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE ]��L `` :::'` ', : ''d {�� ��,,� -.. O8- WORK. ANY CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN J . . TYP. THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO o RECEPTION THAT THE CLARIFICATION CAN BE ISSUED. Architecture Interior BB 10010 001 • C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR Planning Engineering OFFIC0 7 �� LVT "$�Mk` FUTURE USE. P. I. o �� D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF - - i ?002 O E. TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB %••,4 , ,, •, \• ••r TILE — CEP UTILITIES AS REQUIRED. ,�':"., (ALT.) CDO F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. ‘C3)5' G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION Portland, OR '5)2' vm '� O +a� 503.224.9560 %- •� � THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN / ''" �% � �' -;,1'2i:° '� P� : CONFERENC 1012 +°o•' APPROVAL OF THE ARCHITECT/DESIGNER. Vancouver, WA H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE-USE. 360.695.7879 +...z•< <� OPEN : 4) ® Seattle, WA / .T. :,fes / ® OW OFFICE GENERAL NOTES 206.749.9993 -•* 1003Co • • -� 5 —8 www.mcknze.com / '�•. .NM / OFFICE , ... • _ - - ''" A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. • •;-.. .•.• ,4-L, 4 1004 `��i ��;;� i1 � B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. M AC K E N Z I E \ •:',;:' i.,„:_. �E it *I 4-1�' t �T !� 1Y.-,.I +1• C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. CPr TILEPL. ' ” G.liOrt DII,vaN I CLIt�iT rOCUi:O >i.; ' D. SUSPENDED ACOUSTICAL TILE CEILINGS AT $ -i0 f (EXISTING) AFF, UNLESS NOTED %,.• {nEr,) ALT.) BREAK © � CO o OTHERWISE. Client ��,,. •;;; f .5e„ \ . 1 01 1 ► �� 111W I E. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE -,,,.:.., \"\t-- •x \ .. , `iiia-. J - # , 4. DETAILS 3/A5.20. .,.. �. �, �� OFFICE -� Dill r 111; ip� r .-' F. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER '/:: `� 0\ 1005 •► CEILING PENETRATIONS IN CENTER OF 2x2 TILE UNLESS NOTED OTHERWISE. .,\.... \ 4. !! \:,•:, fa +6. -r OW_- G. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT N '•'• 7, \ +a• ,` — ONLY. COORDINATE ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT AND s H O R s •r e � �; ����. ;; r006• \ © � Q � PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. OFFICE I H. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON \ z 10100 I COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. O OFFICE N \ 10060 I. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. \ ����� O J. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING f 0) II.,,•,o° +c•r0 STANDARD UNLESS NOTED OTHERWISE. I cv " ' ;� ""W' K. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS Project e t ill ® BEEN PERFORMED (ON 04/05/2018, WHILE VACANT) AND PLAN, ELECTRICAL AND CEILING TRUE PRIVATE Yto _ , +U i =0 ,. INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE WEALTH ADVISORS °' ° a. , , + r_o• OFFICE OFFICE o AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH o, ® OFFICE 1008 1009 '.'=� ! TENANT. SUITE 1055 1007 _ .-. L NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH TENANT IMPROVEMENT 1110 tir-' I I I , M. ALLPODUCTS. • DIMENSIONS SHOWN AS PLUS MINUS (t) ARE FOR GENERAL LAYOUT AND REFERENCE' \ ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF LINCOLN TOWER �I 11 L iL !! Ii [ .kf !1 3L 31 I! ' WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. 10260 SW G EENBURG RD. N. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO TIGARD, OREGON 1 DEMOLITION PLAN 2 PARTIAL TENTH FLOOR PLAN MATCH UNISTING. I 0. ADD SOUND INSULATION IN ALL NEW WALLS. P. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING A1.10 1/8"=1'-O" A1.10 1/8"=1'-0" LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON • I ilko OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE INGl CEILING. ELECTRICAL CONTRACTOR TO REVIEW ALL REQUIRED LIGHTING LEVELS AND �'? • YJf. DISTRIBUTION AND NOTIFY ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR FIXTURE ~� AUL D .0 . 4 II �. � PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. CONFIRM NEW LIGHT FIXTURE '� V ■■�■■■■■■■ PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION AND SAT MAIN GRID ill ■■' ` ' LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND APPROVED BY l ■■u ■�■■; iii; .�IA0• � ,, i,.E.,.�N _■ ■BEFA EO,A�gl LOCAL JURISDICTION THROUGH DEFERRED SUBMITTAL. • ■■ /�, �,� KEYNOTES OF o I >/510 ■FI1II■ 1 iii■■■1' '� 11. _ r 1. ALIGN NEW WALL WITH EXISTING WALL. ■■I■■■,M_%'■■r ■l�■■. MACKENZIE 2018 ��� , 2. CENTER NEW WALL ON BUILDING COLUMN. © ALL RIGHTS RESERVED P!I■■ ■::u:van0 J 1 •r 3. EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. THESE DRAWINGS ARE THE PROPERTY Ilr_ ■■_■_■■■_r, r ■o■� . Ei OBSERVATION IS LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES. ANY OF MACKENZIE AND ARE NOT TO BE •:?`t_ , ,/ I /' o VARIATIONS TO BE CONFIRMED ON SITE BY CONTRACTOR. USED OR REPRODUCED IN ANY MANNER, Q 4. NEW 3'-O" WIDE FRAMED RECITE TO MATCH EXISTING SUITE STANDARD, SEE DETAIL WITHOUT PRIOR WRITTEN PERMISSION �i/ ■ � 10/A5.20. . /4. �■, ■Ii,!■ 5. NEW 30 t WIDE FRAMED RECITE TO MATCH EXISTING SUITE STANDARD, SEE DETAILREVISIONS.ll 1 i �■EN ■■ EINE ■ _ 10/A5.20. ALIGN FLOOR TRANSITION WITH FRAME. ALSO SEE NOTE "16". z �,� REVISIONS REVISION DELTA /A.i . ■ ngam ■■ Priam �I 6. RELOCATE EXISTING RELITE ASSEMBLY, IF FEASIBLE. PROVIDE NEW AS REQUIRED. -- THIS CLOSING DATE ■■■!. ■11.■I „' ' wm: 7. RELOCATED RECITE ASSEMBLY. SHEET rr#■■■ ii IA inimm■rr■ ■` 8. PATCH AND REPAIR EXISTING CORRIDOR AS NEEDED, MATCH EXISTING FINISHES TO .,■ ■ ■,M ■ OVIIIIMMOINE BUILDING STANDARD. , ■ \ I EPKI. ■ 9. NEW PAINTED PLYWOOD PHONE BOARD WITH (1) DEDICATED QUADRAPLEX OUTLET. \ ■ i�.'�\ ,I► _I ■■1•■■�■'®'`■ ■ • ■ 10. NEW 18” DEEP P-LAM SERVER CABINET. ASSUME NEW PHONE BOARD, AND OUTLET, ' 01M■„ I!!■■ ,, ., ? ■ NOTED ABOVE, TO OCCUR WITHIN CABINET. PROVIDE REQUIRED VENTING AT TOP OF i �lir MINIMS S` I ii■ CABINET. COORDINATE FINAL SPECIFICATIONS AND INSTALLATION HEIGHT WITH TENANT. 11. EXTEND WALLS TO STRUCTURE, WHERE EXISTING WALLS BECOME NEW DEMISING '',, � ���■�■ _■.I�11.147,1111111:111•11111•111 ,�,IIrJ���;■■■■■■■ ■ LOCATIONS. I ♦ ii r 12. CONVERT EXISTING OUTLET TO DEDICATED. \\U\UU- ' ► � �■� •■■■■■■ • 13. PROVIDE POWER, DATA ROUGH---IN LOCATION AND BLOCKING TO ACCOMMODATE TENANT '' �. ' ` 4/I��■�� ■M■■ PROVIDEDFLATSCREENTV. ' 1\III , .�■ ■■�■■. ii 14. CENTER NEW WALL ON EXTERIOR MULLION. SEE DETAIL 7/A5.20. won ��� . 015. NEW P-LAM UPPER AND LOWER CABINETRY, PLUMBING AND FLOODSTOPPER. SHEET TITLE: ■ TYP. 16. ALIGN FLOORING TRANSITION WITH EDGE OF WALL. PROVIDE TRANSITION STRIP AS DEMO PLAN \ VANE REQUIRED. !�.:■ �� PARTIAL TENTH /■Ili■■ Mi■ FLOOR PLAN, ALTERNATE UPGRADES • ��! Em■■■ ■■■ REFLECTED INEN ■OU I. :: PROVIDE SEPARATE PRICING FOR THE FOLLOWING: CEILING PLAN I_ ■_� ■I■ • ■ AA. IN LIEU OF EXISTING SUITE STANDARD FRAMED RELITES, PROVIDE NEW FULL GLAZED AND NOTES I ■■ ,•• ■ I. ■■. V-0" WIDE BUTT GLAZING. PROVIDE BUILDING STANDARD U-CHANNEL AT TOP AND I FII r11 BOTTOM WITH CLEAR STRUCTURAL SILICONE CAULKING AT ADJACENT GYPSUM BOARD —� I SURFACE. ASSUME CONCEALED HEADER ABOVE SAT CEILING TO PROVIDE BRACING AS i 1 I I _I,._ I , FI REQUIRED, FOR FULL HEIGHT GLAZING. DRAWN BY: CAK BB. IN LIEU OF EXISTING SUITE STANDARD FRAMED RELITE, PROVIDE NEW BUTT GLAZED PANELS TO CEILING, SPANNING FULL WIDTH OF THE WALL, WITH 6" OF GYPSUM BOARD CHECKED BY: MRT, PDK WALL ON EACH SIDE. PROVIDE BUILDING STANDARD U-CHANNEL AT TOP AND BOTTOM C REFLECTED CEILING PLAN WITH CLEAR STRUCTURAL SILICONE CAULKING AT ADJACENT GYPSUM BOARD SURFACE. SHEET: PROVIDE CLEAR SILICONE CAULKING AT BUTT SEAMS. ASSUME CONCEALED HEADER ABOVE SAT CEILING TO PROVIDE BRACING AS REQUIRED. ASSUME EQUAL BUTT GLAZED A110 1/8"--11-0" PANELS. SEE ELEVATION 11/A4.10. CC. PROVIDE NEW 3'-O" WIDE SLIDING PANE WINDOW WHERE INDICATED. ASSUME INSTALL 10 HEIGHT AT 48" AFF FROM THE TOP OF SILL. ALIGN TOP OF FRAME WITH TOP OF SUITE ' DOOR FRAMES. CONFIRM FINAL SPECIFICATIONS AND LOCATION WITH TENANT. SEE DETAIL 9/A5.20. ' DD. PROVIDE (4) COAT HOOKS. CONFIRM COLOR, MOUNTING HEIGHT AND PLACEMENT WITH JOB NO. TENANT. 12♦50954 74 PERMIT SET: 04/11/2018 215095474\4JDRAWINGS\ARCHITECTURAL\74-A1.10.DWG CAK 04/11/18 10:02 1.96.00 NOTES: NOTES: DOOR SCHEDULE HARDWARE GROUPS A. PROVIDE FINISH ENDS, TYP E. SHIM AS REQUIRED A. PROVIDE FINISH ENDS, TYP D. SHIM AS REQUIRED B. CONFIRM REQUIREMENTS AND SIZES F. ALL CABINET FACES AND DOORS, PL-i DOOR DOOR DOOR FRAME HARDWARE B. ALL COUNTER TOPS, EDGES AND E. ALL CABINET FACES AND DOORS PL-1 THK TYPE MAT'L FINISH MAT'L FINISH DETAILS RATING COMMENTS H-1: PASSAGE FOR ALL EQUIPMENT/APPLIANCES G. ALL EXPOSED EDGES AT DOORS AND SHELVING BACKSPLASHES, PL-2 F. ALL EXPOSED EDGES AT DOORS AND SHELVINGtvi ,:, NO, OPENING SIZEGROUP LATCHSET. F75 GRADE 1, PRIOR TO CONSTRUCTION OF TO BE P-LAM TO MATCH ADJACENT C. PROVIDE VENTING AT TOP OF TO BE P-LAM TO MATCH ADJACENT EXIST 3'-0x8'-9" EXISTING DOOR 1,2 BUTTS, SEAL, STOPS CABINETRY VERTICAL SURFACES. EDGES AND ALL COUNTER TOPS, CABINET. CONFIRM REQUIREMENTS VERTICAL SURFACES 1001A 3'-0x8'-9" 1-3/4" FG SC S HMK FF 8/A5.20 H-3 20 MIN 3,AA H-2: LOCKING OFFICE C. AND SIZE FOR SERVER CABINET 1002A 3'-0x8'-9" EXISTING DOOR H-2 - 1 LOCKSET F82 GRADE 1, BACKSPLASHES, PL-2 PRIOR TO CONSTRUCTION OF BUTTS, SEAL, STOP D. CONTRACTOR TO PROVIDE DEDICATED CABINETRY Architecture tointeriors 1004A 3'-0x8'-9" EXISTING DOOR H-2 - 1 OUTLET FOR BLACK GE #GLDT690JBB Planning . Engineering H-3: CORRIDOR 3' ADA DISHWASHER BUILDING COLUMN 1005A -0x8'-9" EXISTING DOOR H-2 - 1 LOCKSET F84 GRADE 1, 1 + 1006A 3'-0x8'-9" EXISTING DOOR H-2 - 1 BUTTS, SEAL, STOP, CLOSER 8 +CEILING 1007A 3'-0x8'-9" EXISTING DOOR H-2 - 1 CEILING + 4.i '-D" 4(EQ.) 1010A 3'-0x8'-9" - GL GL GL - - 11/A5.20 H-2 - 4 1' .�' k . il' Portland,Oa ALIG W/ LOWERS �- / ,r\, VN,, 503.224.9560 GENERAL NOTES ABBREVIATIONS / ,�. SERVER CABINET= �� --C _ 7. � v�ncouver,WA A. ALL DOORS CLOSURES TO BE CHECKED, ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. n ''� / / �-- `j I '�/' '�/� 360.695.7879 B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR WITH MORTISE LOCKSET AS DETERMINED BY LANDLORD. EX EXISTING ---- DK. X -- - - r- - d• \- o_\ C. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS. FF FACTORY FINISH REFRIGERATOR, NIC ,tl' `k `U' Jr. I \ sum',WA D. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. `'S E o 206.749.9993 FG FULL GLAZED VISION PANEL i �-- , =-\ N E. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY. ASSUME TO BE RELOCATED WITHIN SUITE GL TEMPERED GLASS C""' l O www.mcknze.com 1055 OR 1050 WHERE POSSIBLE. INSULATE EXPOSED - � N I -LTX:—.>1' o HMK HOLLOW METAL KNOCKDOWN h S STAIN PIPES PER ADA CODE - ,,,,•• on ,I.1,. 7 = o <-1-HX-1. + - SC SOLID CORE WOOD u) T U N MACKENZIE. OPEN BELOW PER (" _) I N " ' 6(EQ.) , \ \ I CiltON dlltViN I OItiNT FOCUhO 1 COMMENTS ADA CODE I '' I I 1 �'' -f- Client ) ' 1. ASSUME DOOR TO BE RELOCATED WITHIN SUITE 1055, WHERE FEASIBLE, OR RE-USED FROM SUITE 1050. /2 (EQ.) 2'-9" i'-6"f 3'-O" 8'-2"/ / ! / / / CONFIRM FINAL DOOR SELECTIONS WITH LANDLORD AND TENANT. PROVIDE NEW AS REQUIRED. CLR. CLR. 2. ASSUME HARDWARE H-1. 8'-6" 3. NEW RATED DOOR AT EXISTING RATED CORRIDOR. -7, V I.F. 4. PROVIDE BUILDING STANDARD LOCKING HARDWARE FOR INTERIOR FULL GLAZED DOOR. a SHORE STEIN 3 CABINETRY ELEVATION m 4 CABINETRY ELEVATION 0 ALTERNATE COMMENTS " W' 0 BREAK 1011 1/4"=1'-O" LJ . 4,10 0 BREAK 1011 1/4"=1'-0" *PROVIDE SEPARATE PRICING FOR THE FOLLOWING: » W » W AA. IN LIEU OF NEW TENANT ENTRY WITH FULL GLAZED VISION PANEL, PROVIDE BUILDING STANDARD FULL X13 CLR. 13 CLR. GLAZED TENANT ENTRY DOOR AND ADJACENT BUTT GLAZING TO WALL, TO ALIGN WITH TOP OF DOOR. U.N.O. _ U.N.O. , , PROVIDE BRACING ABOVE CEILING AS REQUIRED PER NEW ASSEMBLY. PATCH AND REPAIR CORRIDOR, TO \ (2) ADJ L Project MATCH EXISTING, WHERE AFFECTED BY NEW CONSTRUCTION, AS REQUIRED. MAINTAIN CORRIDOR RATING. ' I 1 I MELAMINE SHELVES =r�....--------i (2) ADJACENT SHELVES, TYP MELAMINE 'TRUE PRIVATE FINISH LEGEND = ' WEALTH ADVISORS `�- iP-LAM FACES W 3 SUITE 1055 N. WALL E. WALL S. WALL W. WALL CEILING W I W _ _ TE:NANT IMPROVEMENT ROOM FLOOR MAT'L BASE MAT'L CEILING W Cl) -- NO, ROOM NAME FINISH FINISH MAT'L MAT'L MAT L MAT'L MAT'L HEIGHT COMMENTS (f) =I. _1_._, FINISH FINISH FINISH FINISH FINISH 1001 RECEPTION LVT RB P P GB/P GB/P EXIST EXIST 1,00 ' UPPER CABINETS, DEPTH LAICOi.N TOWER r. MAY VARY AS REQ'D, 10260 SW GREENBLFIG RD. 1002 OFFICE CPT RB P GB/P GB/P -- EXIST EXIST AA,CC T CARD OREGON 27" P.L TOP SEE CASEWORK ELEVATIONS 1003 OPEN OFFICE CPT RB GB/P GB/P P GB/P EXIST EXIST AA,CC 27" P.L. TOP LU U.N.O. 1004 OFFICE CPT RB P P GB/P P EXIST EXIST AA,CC W W W 4" BACKSPLASH • I LU • af) / " 1005 OFFICE CPT RB GB/P P P P EXIST EXIST AA,CC 1,-5 MAX / . . . P-LAM COUNTER TOP AND TO FAUCET le 1006 OFFICE CPT RB P P P P EXIST EXIST AA,CC 111111111.101111.111.1111 — SPLASH WITH SELF EDGE CONTROLS "( 4 U y el fft 1007 OFFICE CPT RB P P P P EXIST EXIST AA,CC II \ i- " \ 1 -DRAWER AS OCCURS IN '� i .`'� iv Iy 1008 OFFICE CPT RB GB/P P P P EXIST EXIST AA,CC ELEVATION T `� WRAP ALL EXPOSED PIPE 1009 OFFICE CPT RB GB/PGB/PP P EXIST EXIST AA,CC ( ) �I 1 ADJ MELAMINE •\ _rte"" PER CODE t•IkP0 +, •a�=+N y SHELF, NO DRAWER OR " m 'r,� 1010 OFFICE CPT RB GB/P GB/P GB/P GB/P EXIST EXIST AA,CC SHELF AT SINK LOCATION �`-,,/ 8 z o •14 W _ — _ 4 Z o OF 0 1011 BREAK VCT RB GB/P GB/P GB/P GB/P EXIST EXIST BB,DD W �, i 1012 CONFERENCE CPT RB GB/P P GB/P GB/P EXIST EXIST AA,CC iLU n _ - ` w / i* N w I FINISH SCHEDULE NOTES: P-LAM Q. _ f,� i a © MACKENZIE 2SER ABBREVIATIONS: » N -1 OPEN BELOW PER CODE ALL RIGHTS RESERVED A. ALL INTERIOR FINISHES BUILDING STANDARD, UNLESS NOTED OTHERWISE. CONFIRM FINAL CPT CARPET RUBBER BASE I 8 #1,,b) ca THESE DRAWINGS ARE THE PROPERTY + LtCOF MACKENZIE AND ARE NOT TO BE SPECIFICATIONS WITH TENANT AND TENANT'S DESIGNER. EXIST EXISTING 1 alr „ - d USED OR REPRODUCED IN ANY MANNER, B. PATCH AND REPAIR ALL EXISTING WALLS WHERE AFFECTED BY NEW WORK. PAINT NEW AND GB GYPSUM BOARD \ ti '� '� WITHOUT PRIOR WRITTEN PERMISSION EXISTING WALLS THROUGHOUT. P PAINT 2'-2~ 02'-2" z ' ' C. PROVIDE NEW FLOOR FINISH AND RUBBER BASE THROUGHOUT. RB RUBBER BASE / REVISIONS: VINYL COMPOSITION TILE CABINET SECTION LVT LUXURY VINYL TILE Wl 8 CABINET SECTION ~l N� FINISH SCHEDULE COMMENTS: v w "d REVISIONS REVISION DELTA 1. PROVIDE (1) ACCENT WALL CONFIRM FINAL LOCATION AND cn sJ THIS CLOSING DATE SPECIFICATIONS WITH TENANT. COTYPICAL 3/4"=1'-0" U . 4.10 / ~ Ww SHEET TYPICAL 3 4 =1 -O a «o FINISH SCHEDULE ALTERNATE COMMENTS: *PROVIDE SEPARATE PRICING FOR THE FOLLOWING: PROVIDE + + AA. IN LIEU OF BUILDING STANDARD BROADLOOM CARPET, PROVIDE UPGRADED 4110 U-CHANNEL-----\ CONCEALED 13" + + BUILDING STANDARD CARPET TILE, CPT-2. HEADER . + + BB. IN LIEU OF VCT, PROVIDE BUILDING STANDARD UPGRADED LVT, LVT-1. CEILING (2) ADJ. CC. IN LIEU OF UPGRADED BUILDING STANDARD CARPET TILE, PROVIDE NEW IMELAMINE SHELF I ' CARPET TILE, CPT-3. + + DD. IN LIEU OF BUILDING UPGRADED LVT, PROVIDE NEW LVT, LVT-2. - -1ooK W 1 I SCHEDULE OF INTERIOR FINISHES N = ....i .., . , P-LAM FACES SHEET TITLE: CPT-1: BUILDING STANDARD BROADLOOM CARPET: TBD _,�_ : ELEVATIONS, CPT-2: UPGRADED BUILDING STANDARD CARPET TILE: TBD 25" P.L. TOP 4" SCHEDULES BACKSPLASH DETAILS AND ///// / / > (ALT.) Li w CPT-3: CARPET TILE: SHAW, PLACES 5T172, URBAN 72557, 24"X24", ASHLAR (ALT.) INSTALLATION {w t/ P-LAM BACK SPLASH AND *CONFIRM FINAL SPECIFICATION WITH TENANT /// // COUNTERTOP WITH SELF VCT-1: VINYL COMPOSITE TILE: TBD �c.____er -' EDGE LVT-1: UPGRADED BUILDING STANDARD LUXURY VINYL TILE: TBD ' (1) ADJ MELAMINE DRAWN BY: CAK SHELF (ALT.) % CHECKED BY: MRT, PMLVT-2: LUXURY VINYL TILE: SHAW, TERRAIN 20 MIL, 0517V, SHADE 00548, _ _ cn t , - ===== = -- (ALT.) 5.96"X48" + U-CHANNEL W _=== _y - cr W LW. SHEET: a. PL-1: VERTICAL SURFACE PLASTIC LAMINATE: WILSONART, GREY ELM 8201K-12, SOFT __ FIN RR. P-LAM GRAIN FINISH 6~, (3) EQUAL PANELS ~ PL-2: COUNTERTOP AND BACKSPLASH PLASTIC LAMINATE: WILSONART, GREY MESH " 46 / RUBBER BASE N A4.1O 4877-38, FINE VELVET FINISH / 10 -10 / a A " � v P-1: GENERAL PAINT: MILLER PAINT, SUGAR DUST 0011, EGGSHELL FINISH 2 -0 �' !3 JOB N0.21 54.74 P-2: ACCENT PAINT: BENJAMIN MOORE, ALMOST BLACK 2130-30, EGGSHELL FINISH 11 ALTERNATE BUTT GLAZING °° qi)COUNTERUSECTION t t . 410 0 RECEPTION 1001 i/2"=1'-0" w TYPICAL 3/4"=1'-0" PERMIT SET: 04/11/2018 RB-1: RUBBER BASE: 4", TBD LU 215095474\4JRAWING5\ARCHITECTURAL\74–A4.10-DWG CAI( 04/11/18 10:03 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 .1 362S125-43 STUD STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER 'A STABILIZER BAR BRACING TO UNDERSIDE ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS OF EXISTING FLOOR 0 �3,, ,� • v • v • •p 4 • METAL DECK AS OCCURS GLASS JAMBS AND STRIKE WITHIN 8" OF PERIMETER 4 .I 0 W/ (2) #8 SMS AT EA —LATERAL BRACING WITH APPROVED VERTICAL Y ., ' *4 '` , ` ;II "� . • .-�. " DEFLECTION SPACE END �- COMPRESSION STRUT AT 12'-0" OC EA WAY 2 JDO NOT FASTEN STUDS COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB ( ' ! I' Architecture ■ Interiors \ / � a � 4` ° / -. OR GYP BD TO RUNNER) Planning ■ Engineering / "ATTACHED `� .. T ° ' 4' \ \ / / ° j f ' WALL" ` .0 (` ,�' .t �1" MIN. / ..0.�, -1; - ',�!- CONT 18 GA METAL le \ \ / / A O , FASTENED TO OC STAGGERED DECK A T 2'-O" • Oil Oc9J4° DQE AT WALL NTS `' 503.2 4.95601 \X45 ��4 x NOTE: FOR UNATTACHED WALLS PROVIDE A -- -�'"�� ;; Portland,OR �� o `x `u" 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP GYP BD L: FASTEN RUNNER TO le BOX HEADER WITH (2)10" / BOX HEADER (2) -AL -- DO NOT SCREW BERC 2 CLIP TO TRACK EA SIDE .•; -ow ''' AT 2'-0" OC Vancouver,WA 360.695.7879 STUDS, MIN 20 GAUGE 1 - TABLE MAX. LENGTH J `� �� �» CROSS RUNNERS FIT BETWEEN MAIN RUNNERS •" NNT. • SOUND BATT INSULATION AS OCCURS 8 " 1/2" DIA CONDUIT (EMT) 5 -10 - TYP AT DEMISING WALL Seattle,WA 206.749.9993 MAIN RUNNERS AT 4 -0 OC SUPPORT WITH #12 , " �' METAL STUDS SEE WALL HEIGHT IL Jr oil SAT CEILING PER PLAN AX 3/4" DIA CONDUIT (EMT) 7'-8" �, ,' www.mcknze.COm 6'-0" MAX WIRE AT 4'-0" OC OR WITH #10 WIRE AT 5'-0" OC EAS WAY 1" DIA CONDUIT (EMT) 9'-9" c, r,. TABLE FOR GAUGE AND SPACING SAT CEILING / LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12-0 OC SGL 162S125-33 MTL STUD 12'-O" ".+ GLAZING CHANNEL --4"-- NOTE: — EA WAY. BEGIN BRACING WITHIN 6'-O" OF PERIMETER AND y. CONT ACOUSTIC SEALANT MACKENZIE. (1-5/$"x2QGA) �'::. EA SIDE AGAINST TRACK CM,�N DNIV*N Ou=n7�4QY��C 2 FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF BACK TO BACK 162S125-33 15'-O" i'4: NO SEALANT AT SIM COND NOTE: SECURE ALL HANGERS TO BLDG MTL STUDS (1-5/8"x2OGA) "' ;,; CUent ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN SAT TEMPERED GLAZING APPROVED TWE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING STRUCTURE. TRAPEZE DUCT WORK SGL 250S125-33 MTL STUD 13'-6" 1/2" MAX. , fd.'' CEILING 11\— WIRES TO HAVE A 200# CAPACITY. AND OTHER LARGE OBSTRUCTIONS (2-1/2 x20GA) » BOTTOM TRACK TO FINISH o BACK TO BACK 250S125-33 15 -0 CONCRETE WALL BEYOND = SUSPENDED CEILING BRACING TO COMPLY WITH ASCE7, ASTMC635, " 7FLOOR W/ POWDER DRIVEN I- ASTMC636 AND ASTME580 MTL STUDS (2-1/2 x20GA) 4S H a R E STEIN 4? BUTT GLAZING HEAD CONDITION :,?,*( SUSPENDED CEILING BRACING 4 GYP BD PARTITION at METAL DECK w 1 1/2"=1'-0" I NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS , 5.29 3"=1'-O" gi 0 THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. Ca z I , Project TE ATTACH STUD TRACK ` WWEEALTHNADVIVISORS Alle/ THROUGH GRID TO '�► :: GYPSUM BOARD PARTITION BRACE ABOVE SUITE 1055 LG \ / '' SOUND ATTENUATION BATT SOUND ATTENUATION BATT TENANT IMPROVEMENT SUSPENDEDC ALL WALLS, EYP. WALL BEYOND ASSEMBLY \ \ _ .: " :; AS OCCURS 1, GYP BD WALL AS OCCURS TOWER Y ��1� Tom"' LINE OF SILL AS OCCURS ..- �,� _ "`` : 10260 SW RD. TEMPERED GLAZING PER Will1166.11KIIIALLS ` / ""� T � ���SPECIFICATION = '�".�� _ lfr' , , CUT TILE FOR TIGHT �'� i� METAL STUD BRACING TO FLOOR ALUMINUM TRIM PIECE "GEE" �FIT AT Wj STRUCTURE AT 8'-O" OC W/ (2) #8 W. W/ 1}�" RETURNS, FINISH i/ BRUSHED ALUMINUM CASING BEAD SHEET METAL SCREWS AT EACH END. 4i) TO MATCH WINDOW FRAMES DOUBLE STUD AT JAMB, TYP � � CHANNEL USG 200-A i STUD SIZING PER SPAN TABLE. • a BRACING TO BE PROVIDED WHERE (ANODIZED BUILDING ` Oj �` N r'� RESILIENT SPACER DISTANCE BETWEEN PERPENDICULAR STANDARD) ,.t SOUND ATTENUATION INTERSECTING WALLS OR HORIZONTAL TIMELY . .- / ATTACHMENT AT ALL NEW WALLS, EYP. j FRAME; o BRACING BETWEEN WALLS EXCEEDS l NEOPREN AMATGH BLDG STD ` �,, or .,, it, 8-0 OC ESE L / x FLOOR FINISH ...2 1 rr- , ; D N ��„ w nod "1 I. , if l METAL STUDS SEE WALL HEIGHTII �� •�` GYP BD EA SIDE �, `"�. OF (� TABLE FOR GAUGE AND SPACING '`► '"� iti STOREFRONT GLAZING�,, 2 .. �' CONT ACOUSTIC SEALANT EASIDE AGAINST TRACK NO SYSTEM a MACKENZIE 2018 • SEALANT AT SIM COND ALL RIGHTS RESERVED 1/2" MAX t THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE FLOOR SYSTEM r USED OR REPRODUCED IN ANY MANNER, BOTTOM TRACK TO FINISH WITHOUT PRIOR WRITTEN PERMISSION CONCRETE SLAB J FLOOR W/ POWDER DRIVEN ANCHORS AT 4'-O" OC REVISIONS: �` w z 5) RELITE SILL DETAIL AT FLOOR m WALL ? AT EXTERIOR MULLION 8 TYP INTERIOR DOOR S REVISIONS REVISION DELTA ALTERNATE 1 1/2 =1 -0 J (i) NON-BEARING . AT FLOOR AND SUSPENDED CEILING 3 =1 -0 d C)WALL " » ¢ 5 2 " 0 W W THIS CLOSING DATE " » N " " -� 3 =1 -0 • HEAD SIMILAR 3 =1 -O o �o SHEET 0• _ o r SEE 6/A5.20 FOR STANDARD * LINCOLN TOWER STUD SIZE: 23 " CEILING ATTACHMENT SOUND ATTENUATION BATT • AS OCCURS EXISTING WALL ABOVE '`, GYP BD WALL AS OCCURS LIMITING WALL HEIGHT TABLE NEW BOX BEAM HEADER -— INTERIOR NON STRUCTURAL WALLS L/240 0 5psf , _ EFCI DEsIGIVATION SPACING MAX. WALL HEIGHT ' �— 0.1*-11.91 2505125 18 24" 8' 4"SOUND ATTENUATION I 1. •- •• 1 SLIDING GLASS WINDOW, DOUBLE STUD AT JAMB, TYP BATT AS OCCURS 2505125-18 16" 9'-7" SHEET TITLE: CONCEAL TRACK IN FRAME tail 250$125-27 24" 9'-10" DETAILS t I maisimmommonsu 250S125-18 16" 11'-3" t = 1 3625125-18 24" 13'-5" 0 �� METAL DOOR FRAME TO —CLEAR SILICONE SEAL 0 w 1 F ] 362S125-18 16" 14'-4" ,� MATCH BUILDING STANDARD 4 AT PERIMETER, TYP. 0 0 IS v) .< 362S162-33 16" 16'-5" 0 362S162-43 16" 18'-0" '. I FULL GLAZED DOOR 6005162-33 16" 24'-6" - - BOTTOM RAIL OF FULL OIT FRIAR NON WAILS (/) DRAWN BY: CAK GLAZED DOOR vvrTH CERAMIC TT FACING L/360 0 5psf .• . _ - CHECKED BY: MRL, PDK ! . , Lu , EXISTING PARTIAL HEIGHT WALL• BUILDING STANDARD LOCKING DESIGNATION '3PACINQ WALL ITKa�I'IT Q SHEET: �. _ DOOR HARDWARE 3625125-18 16" 12'-4" I"•"" - I-- S=�� SIDE LIGHT AS OCCURS 362S125-33 16" 14'-3" z I_z=- ,------- ___ i' WITH 1/4" TEMPERED GLASS Iril zA5.20 cr LL WALL TABLES ARE BASED QN WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH ,rw1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-O" 0.C. MAX. q , , 1,:�`J a JOB N0. 9ALTERNATE SLIDING PANE WINDOW 0 10 TYP INTERIOR DOOR ± RELITE tI GLAZED DOOR a BATT HEIGHT TATTY 74 _ o 3"=1'-0" ; HEAD SIMILAR 3"=1'-0" D~ 3"=1'-0" C' 15.2+ ' S.2 0 5.2 8 \ .5.29, PERMIT STT: 04/11/2018 0215095474\4._ARAWINGS\ARCHITECTURAL\74-A5.20.DWG CAK 04/11/18 10:04 1:96.00