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Plans (27) BU P2019-00195 OFFICE COP'S Ism A,C ' r sale. • -: al ' 'H.R. ( i ' pmr •N 6 ,• [ 1 ,�., - P now i t at� i� c#t� ••� • - 'L R-��. ' �. s 9 MIS * + aq c.i: w k N E snl1r .1 �7 ! 1 7 �i r.. . � v � y' ry nal lig.' i "6. "11, '. 's at y FT Y! .WIBAN N E R BAN FK a>•. i s Q I1A.4 1 u `1 ' N �j .44 `. 'q .f7., 4 .0lk . 1 ilk' •' • ' •' • • . t 1 , �V I��� � a...�l Y 151 Q�1 IN"! ■ "'R"sw. R , . e P x t...... "-,—. `...-.. ..1_ , ' mow w �' . ; 1...p = ti� ( � �, . COPY Architecture ri Interiors �..,I ': amu,„ 5 Oftgan > a� �g ,.� 1C1 Planning . Engineering '+3 y-• . r'urh tit ..,„..” A: Ii' . I rlE�7-,�'1 r. t SITE : ai �Rv 1. - E .MI Sd!My.Ft 8nritlR.. '�4 . ,�,I . .. � ,11:-: , 1- \ 4:;': jil ..._ ,_. -I - . • 44400 st 1a1+dm Road'---- I - TENANT IMPROVEMENT CITY OF TIGARD g, . , ' . : r +� REVIE ED FOR CODE COMPLIANCE rr;; c 1, Ores-r F J rr. tqE � ry....: F? E A r aR ��rs .. 1 at I'I� ] Portland, OR Clean Water Dui :pti.��- - - - ._- • BRIDGEPORT CENTER — SUITE 300 OTC: I 503.224.9560 5etwce5 Nuemes` 1 lis tree, °lrrrlQrp 7a;A 1 l - - Permit #; ` trD-t�t- ( (11 � Vancouver, WA F:.�t:r� •• k : :„ � ' 360.695.7879 �- 7632 SVV DURHAM RD . ` ti`«y; -,�32 �� rh �suit. .. , Seattle, WA --- '� two E , i I +fit T 206.749.9993 • Durham :. p �' Date: �- 7•• 1 City , fR, TI ARD OREGOF\I www.mcknze.com 0� .4 r 4o,o.D.r _ _ - ,r r 4 _ y j,i ilt- I I J f, 1 MACKENZIE. 1n�� r.,_ ,, z,''.. 1O I a ► i l_l .1... a - , , k �{ ' N r ', ._ ",y .,'r DESIGN DRIVEN I CLIENT FOCUSED VCI:5zowneg.4 c L'' Client Iii } / Ai 1 VICINITY MAP Ai 2 SITE MAP PROJECT GENERAL NOTES INDEX OF DRAWINGS Ili/ 0.0 NOT TO SCALE ' 0.0 NOT TO SCALE GENERAL NNER A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES G0.01 PROJECT INFORMATION, CODE PLAN, SITE MAP,VICINITY MAP,AND NOTES BANK CONVEY DESIGN INTENT. THE PROJECT INTENT IS TO PROVIDE FOR A COMPLETE, WORKING SYSTEM. ARCHITECTURAL CODE SUM MARY LEGENDA0.01 ARCHITECTURAL SYMBOLS AND REFERENCES,ABBREVIATIONS,ADA B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED REQUIREMENTS AND NOTES BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL A1.01 DEMOLITION FLOOR PLAN AND NOTES GOVERNING AUTHORITIES. A1.02 DEMOLITION REFLECTED CEILING PLAN AND NOTES Project !:•-:• ExrrEXIT ACCESS .01.10 FLOOR PLAN AND NOTES BANNER BANK C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS,AND LAYOUT INFORMATION Al:11 FINISH FLOOR PLAN, FINISH SCHEDULE AND NOTES TENANT IMPROVEMENT • ILLUMINATED EXIT SIGN PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PLAN AND NOTES ® A1.20 REFLECTED CEILING TWORK REQUIRED AS A RESULT OF NOT .05.20 INTERIOR ELEVATIONS SUITE 300 LOCATION PRIOR TO START OF WORK. ANY CORRECTION Q FIRE EXTINGUISHER4 REPORTING SUCH DISCREPANCIES SHALL BE PE INTERIOR ELEVATIONS PERFORMED AT NOADDITIONAL COST .05.21 0 R CASEWORK DETAILS .05.22 INTERIO BRIDGEPORTCENTER :� �:::.::::::..:.-:•:::.�::::::.:�:.::•. :::. ::::::.:�:::::.: ::::: :::.�::.:�:::::.: ::. .� : TO THE OWNER NOT IN SCOPE .05,23 INTERIOR DETAILS EXAMINE THE SITE AND 7632 SW DURHAM RD, CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLYDETAILS D .05.24 INTERIOR ."'::"..v::':":":::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::.:.:.:.:.:.:.-„:.:.:.:.:.:.::..„,„.„.„„„,„... /7/7. SUGGESTED PATH OF EGRESS ILLUMINATION THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES THE .06.10 DOOR SCHEDULE AND NOTES TIGARD, OREGON 97224 PLANS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION 0 OF MACKENZIE. EXISTING WALL TO REMAIN '"""'"`r"`'" "" ELEVATIONSFOR ADDITIONAL •: :;: :...............................:......:......... . ..� :.:::.�::.�::::::::::::::::..:::::::.::... E. REFER TO ENLARGED PLANS AND WHERE :_ C::::;•:==::::_;;=::_;i;rriii:' :; : ::: Mir ir: •:. .A,. _.....,..�..,. EXISTING DEMISING WALL TO REMAIN INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER A a OF FILING SEE 2.05.23 �� C ....•....•.•......y.-.7.-.7.,=.-,-,.....-.-.•.•.•: .:�::-:: :- ;::;:•:: ;::•::;;:':•• ' :'::•:•:;::::�•::•:•::::: � :: .::::::::•:: ::: ::::• :::•::.. .. � NEW WALL TO UNDERSIDE C 1 :: . , SCALE AND DETAILS TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT ........................ . ............. ........................ ............................. — • � HEIGHT ALLSEE 6.05.22 THE HIGHEST COST OPTION SHOULD BE PRICED, SC 0 P E 'CIF WOIRK 3041 NEW PARTIAL WALL, 1 '`r PETER P. ALTO 'C.., I -_ :-::•:::;;:::;•�;:::::� ;:::;�::;::::•; ::::�:.�:::�::::::::::: ::: ::. :: :::: :::�:::-::::� a-= ... ._ ! ;;:;-_�;; ; :::: APPLIED TOALLINSTANCES WHERE THE SAME �, F. DETAIL REFERENCES SHALL BE LED C� :: ....: :.:::•::•::•:::•::::::: THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS1-3 :::.: ::::. : . . . ::::::•:::::::::::: CONDITIONS CUR UNLESS NOTED OTHERWISE. CONDI ON OC L OF APPROXIMATELY 11,204 SQUARE FEET ON THE THIRD FLOOR OF THREE FLOORS : :: .::::::::::::::-:;:::::•:::::::�;;•�::::�;:•:•::•:• ::•::::•�•:-::::::•:::•::::::-.:�:•:::::�:::::::�:::::: r, IND NEW • :::-: :::.:::::.:::::::: ::-:-::: :::: :: :::::::::�: :;;;•::-:::=•:'::•:;•::•::•:::::::;�:;•::::':::::-::::::::: :.......--- ... • - -::::•::•::•:;::::.::: L- WORK INCLUDE DEMOLITION NEW WALLS NEW DOORS AND GLAZING, :- � n. G. THE TERMS ABOVE FINISH FLOOR (AFF) AND FINISH FLOOR IOTA .3. ORTLANR, OREGON :::•:-:•::':::: ::•:::•::�:•::'::-::•::::-:::-::::;�:-:::�:::-:::-::::::::::::::::-:::-::;:::::-:;;•:•::•::;•::•::;•::;•::•: :•::•::::•::•::•:.::. _ � ELECTRICAL, NEW SINK, NEW CASEWORK AND RECONFIGURATION ADDITION OF ), - ELEC L, RECONFIGURATION/ ADDITION(FFE) REFER TO FINAL FINISHED FLOOR ELEVATION WHETHER BUILT-UP : :.::.:-::::::::::.-:: ::. . :. .-: : : :: ........... :: : : ;:'::; ::'::: LIGHTING &MECHANICAL DISTRIBUTION. $64. . : SLAB, COMPOSITE DECK, OR RAISED ACCESS FLOOR, OF 0g r H. DO NOT SCALE DRAWINGS. VALUATION: 280 100 I CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE U WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. c MACKENZIE 2019 TENANT APPROVAL: 0 ALL RIGHTS RESERVED PROPERTY 'DEBRIS APPLICABLE. A L DEMOLISHED OR THESE DRAWINGS ARE THE r J. SAVE AND RECYCLE DEMOLITION ASL OF MACKENZIE AND ARE NOTTO BE ................................ .... $ -2 SHALLLEGALLY DISPOSED. COORDINATE WITH CITY LONQEST COMMON PATH OF EGRESS 2 REMOVED EXISTING MATERIAL S A BE EG LLY IN ANY MANNER, USED OR REPRODUCED ' 1-r: : :.i :;� 1C1;; ,ii. i .r:::;;; ;;; ;;; ;;;;; � r:-:::�.i:?.:,:.t:.rrr{ti'r:ti:;:�:�'�.: ��� OF TIGARD REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. WITHOUT PRIOR WRITTEN PERMISSION f CS -- -- K. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR : REVISIONS. ... ... ......... ...................... ..................... DESIGN CODE DATA ............................. WORK. THE CONTRACTOR WILL COORDINATE CLEAN UP OF ALL AREAS AFFECTED BY z V" - o :: _: : ::::::::::::::: ::::::•: :::: ::'::::'':::::: :::::::::::: ::::::: :: : :': ::: : ::....: ..: : DUST OR ANY MATERIALS BOTH DURING CONSTRUCTION AND UPON COMPLETION OF _................._-............:.......:• ::••:.:•::•::•::•::::::.::.�:::::::.: ::::::::::::. ; •:::::•:::•:.-::.-:::.-:::::: : :::::•:::•:..:.:........................................-----............... 11 - _ � � REVISIONS REVISION DELTA • • ••• I II GOVERNING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE S THIS CLOSING DATE .. � THE PROJECT INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE :::::: ... . .. ....................... .. ................... . .• �--, . ...::::::: : :: OCCUPANCY: B �, SHEET .:::� :;::•::•::;'::':::;•::: ::•::-::-:::•:::::�:::-:::�:::::;;•: ::•::. I ...... ........:::•:::•:............. ..:-::::.-::::::::::::::::::.�.:.::.::: -•---.--� IlU1 �� SPACE IS READY FOR OCCUPANCY BY TENANT. „ sem :::::: :::::: :::: :::- :::::::::::. �'� i � CONSTRUCTION TYPE. TYPE II B ........ . -:::: 12- . ........-................ ........................... :- ::::: :' ............ .... ................. ........ ....::• :: :: ::-: ::.-::: : : ::::::.:.:......................... DESIGN-BUILD ITE 5SYSTEMS, AND ELEMENTSARE T BE EMITTED FOR TENANT AREA: APPROXIMATELY 11 204 SQUARE FEET 2-o :...::::::::.-:::::.- : 1 .... . ................ ..................... ...... .... L. ALL M , 0 U 1 1 ••• :::::-:.-::.:-::::::. :-::::.:-::-:: :::•-..:........ ........... /I► f/ /' 1/_ I J/� REVIEW AND APPROVED BY MACKENZIE. OCCUPANCY LOAD: 113 - - �. : •::•::::::::::::: 1111 ......... M. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY .............................................................. ............... .... ...... .::. : :::: . .... . ...... ...-.............. I .... _...................................................... .... --- ....---................................................................-....... ' / STORED AND PROTECTED UNTIL IT IS REMOVED FROM TI-IE SITE BY TI-IE OWNER. 2 REQUIRED EXITS 3 EXITS PROVIDED. .................................................�t...................--......--::-: :-:.:-::::: :::.-:'::::�::-:::::::.......... ............ -- ........... CONTRACTOR SHALL COORDINATE WITH THE OWNER. ALL EXITS ARE EXISTING AND WILL HAVE APPROPRIATE EXIT SIGNAGE I :: : ..::: : >m .. .-.....--- ::::::;: / BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION , I I I ................................................................................. .............. / d I 1 r. Y77:!l.. •--- ,.. . � �::::::......:: :......:::::::::�::::::�: : ::::::... I �_.� :::::: I .. : CONTACTS DEFERRED SUBMITTAL f :.. g9�SiItR99 20141 / / I. /3/i SECTION 107.3.4.2 (BY SEPARATE PERMIT) SHEET TITLE. OSSC :: ::::::: :: :: ::;:; ::::::: :: ::: ::: :::::::::::::::::::;:::..::.: 1. ` ARCHITECT OWNER FIRE SPRINKLER MECHANICAL PROJECT I ALARM A 1 MACKENZIE FELTON PROPERTIES FREELECTRICAL INFORMATION I :.:.. .:-::.:. ' :':•::.::::.::::::.:.::.:.:-•:;•::•: ::::::•:;-:•:::::.:.: -:-:::•:•:.m -:•:....„::::� ::•::::::: I ...... EXIT ILLUMINATION PLUMB G f :: 1515 SE WATER AVE, SUITE 100 i :::::: ::1: :::::::;:: CODE PLAN, SITE ::: :.,-,::.. :.:.. . ............-:: -:.-::::: :: ::• •::•:...-•:-:.::. :::::-:;::•:-:• :•:::: . • .. ::::: :.::.::..... CONTACT. JEFF BORLAUG :: :: :•: - ::: :::::: : :.. . . ... .......... ...................:::.:•--:':•:::•. F � :•::.-:::::.-.:�::::: � � , : 1PORTLAND, OR 97214 1 , / ED _Er 1 TEL: 7.57 9 MAP, VICINITY k TEL 503 22 9 MAP, DESIGNBUILDERS ARE FULLY RESPONSIBLE FOR THE DI=SIGN OF THESE � NOTE: 1 / 1 CONTACT: ALEXIS BAUER • EMAIL: JEFF FELTONPROP.COM •••-• 131 �I @SYSTEMS/COMPONENTS. THESE SYSTEMS COMPONENTS SHOWN ON DOCUMENTS ARE • L ----ialm + 1 -::;.�:;:;: ::::::::::::: ::::1: 1::1:;; :::; ::�:::�:: :: :� ::; :::�:111:�:`: 1:.-:�::: � :•::..........: : AND NOTES _ TEL: 503.224.9560 SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRI=SENT FINALICODE COMPLIANT ////�////! /// �//I �1 �////��//// EMAIL. ABAUE @MC z CODESIGN. PROVIDE DESIGN DOCUMI=NT SUBMITTAL TO ARCHITECT OF RECORD FOR TENANT ........... ... .. .... e- I BANNER BANK REVIEW PRIOR TO SUBMITTAL 6149 N MEERKER PLACE #200 CONTRACTOR -::::: ::: --- •••-•••••••••••••••:-:::-::- F- ::: :. .:-:.:-: .;: : : ::::::: :: :' r COMMERCIAL CONTRACTORS, INC BOISE, ID 83713 VALIDITY OF RER DRAWN BY: HEZ, ALS :::: % :::::::::: ::::::: ::::;::::::::: — 5573 SOUTH 1 ST CIRCLE �` THE ISSUANCE OF A FERMI T HAWN METIER RIDGEFIELD WA 98642 CONTACT: S BAS ED O NC ON ST RU ADB, PPA CTI CHECKED BY: O _ TEL 208.424.2824 DO CU N ME NT I N RANK. M SA OT HE • A I CONTACT: JAKE MONEY EMAIL: SHAWN.MET ER BAN E B CO DATA SHALL NO 7 4 T PREVEN SHEET: TEL 360 $87 23 TH 1 E { CO i D EOF .................. ..................... — — ICI , LF 0 M : . . . .......,,,' :: : ._..�•:::-: EMAIL: JAKE@CCIGC.COM REQUIRING THE CORRECTION —__..........----- .. OF ERRORS. OSSC 105.4#: 123729 4 G0■ 01 ill , 3 CODE SUMMARY PLAN , � CITY0.0 THIRD FLOOR I SCALE: 1116"=11-0” JOB NO. OF TIGARD 2180241.07 Approve b Planning PERMIT SET 08/07/2019 Date' .... _ 218024107\DRAWINGS\ARCHITECTURAL\G0.01.DWG ALS 08/05/19 08:39 1:96.00 Initials' - - S SYMBOLS AND REFERENCES ARCHITECTURAL GENERAL NOTES _- PROJECT NORTH4 40_,_ A. OVERALL FLOOR PLANS ARE INTENDED TO IDENTIFY ENTIRE FLOOR AREA. SEE INDIVIDUAL AREA VI* PLANS FOR SPECIFIC DIMENSIONS, DETAILING, PARTITION TYPES,AND ADDITIONAL INFORMATION. TRUE NORTH B. SEE SPAN TABLE ON SHEET A5.23 FOR STUD SPACING FILLED ARROW C. PROVIDE 7'0"CLEAR MINIMUM TO BOTTOM OF STRUCTURE, MECHANICAL BRAILLE DUCTS, LIGHTING, SPRINKLERS, ETC. SIGNAGE A DETAIL# Architecture • Interiors HC SIGNAGE-N3INTERIOR ELEVATION Ato D. ALL WALLS ARE TO UNDERSIDE OF CEILING GRID UNLESS OTHERWISE NOTED. SWITCHES AND FHC, FVC, KEY MARK ` SHEET# E. ADD SOUND INSULATION IN ALL NEW WALLS, EXCLUDING PARTIAL HEIGHT WALLS. Planning ■ Engineering ENVIRONMENTAL OR FEC HANDLE �'' W3-CATEGORY F. REFERENCE DOOR SCHEDULE FOR DOOR TYPE DESIGNATION AND ADDITIONAL INFORMATION. CONTROLS _ CATEGORY � G. SEE CODE ANALYSIS PLANS FOR FIRE EXTINGUISHER LOCATIONS. o �\ cn cI OUTLETS _ = KEYNOTE 0 H. PROVIDE BLOCKING AS REQUIRED ADJACENT TO FIRE EXTINGUISHERS FOR OWNER INSTALLED AED v SPACE NAME STATIONS o Portland,OR ..4- = = OFFICES SPACE# 503.224.9560 °p ROOM/SPACE IDENTIFICATION 114 I. CONTRACTOR TO COORDINATE WALL MOUNTED FURNITURE, INCLUDING BUT NOT LIMITED TO, C� Vancouver,WA Z EXIST. FLOOR FINISH CABINETRY, PROJECTION SCREENS,WHITE BOARDS,TELEVISIONS, ETC.AND PROVIDE NECESSARY 360.695.7879 WALL BASE FINISH BLOCKING AS REQUIRED. NOTE: CONFIRM WITH ELECTRICAL DRAWINGS Z RBsSeattle,WA o WALL FINISH J. CONTRACTOR SHALL COORDINATE DELIVERY AND INSTALLATION OF OWNER FURNISHED EQUIPMENT 206.749.9993 A ADA SIGNAGE B OUTLETSS AND C ' FIRE EXT.FIRE E CABINET CABINET / o WITH THE OWNER. www.mcknze.com DOOR SYMBOL NUMBER 1�1A K. ALL DIMENSIONS TO FACE OF FINISH, UNLESS OTHERWISE NOTED.ALIGN FINISHES WHERE 1 ADA MOUNTING HEIGHTS INDICATED. MACKENZIE. REVISION # DESIGN DRIVEN I CLIENT FOCUSED REVISION MARK ( L. WALL THICKNESSES ARE NOMINAL UNLESS OTHERWISE NOTED. ' 0.0A 1/4"=1'-0" / Client M. DIMENSIONS MARKED "CLR"ARE FROM FINISH SURFACE TO FINISH SURFACE. DIMENSIONS WITH THIS MARK TAKE PRIORITY OVER ADJACENT DIMENSIONS. DIMENSIONS ADJACENT TO LATCH SIDE r REVISION CLOUD OF DOORS INDICATE REQUIRED CLEARANCES BETWEEN CLEAR DOOR OPENING AND ADJACENT I I FINISH. O .. 18„ I I I N. ALL DIMENSIONS SHOWN AS PLUS/MINUS (+/-)ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. -licfNNER c° 12" 0. DOORS NOT DIMENSIONED ARE TO BE LOCATED 4" FROM FACE OF WALL TO OUTSIDE EDGE OF - _- BAN K MIN I -F BOTH LATCH JAMB. I AND CLOSER I P. ELECTRICAL/DATA OUTLETS SHOWN FOR REFERENCE ONLY. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS BY ' DEFERRED SUBMITTAL. [SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION/DESIGN-BUILD Project .---) ELECTRICIAN TO CONFIRM ALL LOCATIONS AND REQUIREMENTS PRIOR TO START OF BANNER BANK FRONT APPROACH -SWINGING DOORS CONSTRUCTION.] TENANT IMPROVEMENT — — — — -1 Q. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN SUITE 300 z z 54" MIN PERFORMED ON 06/24/2019,WHILE VACANT AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS I I `o z cr f— — — — -1 BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS).CONTRACTOR TO FIELD BRIDGEPORT CENTER o �t ,A: 36" MN co¢W — VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. 7632 3W DURHAM RD. to i „, 6 0 ( 22" 12") T -\ r — — — 7 TIGARD, OREGON 97224 3:42" Miff Nr I.-d i(< I t F BOTH LATCH I I R. ALL ELECTRICAL OUTLETS TO BE WHITE, UNLESS NOTED OTHERWISE. Q m --1 I AND CLOSER .03.J . Z Z I I I I s I I �, I I I I S. ALL ELECTRICAL OUTLETS TO MATCH BUILDING STANDARD, UNLESS NOTED OTHERWISE. , • T. COORDINATE AND REFER TO MECHANICAL AND ELECTRICAL DISCIPLINES FOR SPECIFIC ARC' I I INFORMATION, LOCATIONS, DIMENSIONS, CONNECTIONS,AND PENETRATIONS. `�6 � U. SEE PERMIT DRAWINGS FOR ADDITIONAL INFORMATION. ,�� 3041 �, PETER P. ALTO t HINGE SIDE APPROACH -SWINGING DOORS FRONT APPROACH -SLIDING DOORS SLIDE SIDE APPROACH -SLIDING DOORS V. PATCH AND REPAIR EXISTING CONDITIONS DAMAGED BY NEW WORK TO NEW CONDITION. n -)1 1-3 W. ALL EXISTING BUILDING ELEMENTS TO REMAIN UNLESS NOTED OTHERWISE. • • \(Y� — — — Q — — — X. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY 9PORTLAND, OREGON • f COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING. �Y 05 24" I w asQ� `. 0 / MIN 0 o ( 24" I -ate n — — — ---] Y. 100%SPRINKLERS TO BE MAINTAINED THROUGHOUT IN ACCORDANCE WITH THE LATEST ADDITION OF t a a I 24.. OF NFPA 13. z I L ,�0 I 1 (N- I , MIN 1 Z. WHERE PLUMBING IS TO BE REMOVED, REMOVE ALL FIXTURES, LINES, ETC.TO SURFACE OF SLAB O MACKENZIE 2019 AND CAP, UNLESS OTHERWISE NOTED. G ALL RIGHTS RESERVED I THESE DRAWINGS ARE THE PROPERTY M. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT,AND OTHER UNDER SLAB UTILITIES AS OF MACKENZIE AND ARE NOT TO BE REQUIRED. USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION .J LATCH SIDE APPROACH-SWINGING DOORS LATCH SIDE APPROACH -SLIDING DOORS AB. DO NOT OVERCUT CORNERS AT NEW WALL PANEL/FLOOR SLAB OPENINGS. , AC. RE-USE ALL DEMOLISHED COMPONENTS (DOORS,WINDOWS, LIGHTS, ETC)WHERE REVISIONS: 2 ADA DOOR CLEARANCES Z o� REVISIONS REVISION DELTA THIS CLOSING DATE 0,� 1/4"=1'-0" AD. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE.POSSIBLE. SERVICE OR REPAIR TO PROVIDE"LIKE NEW"OPERATION AND APPEARANCE.RETURN TO OWNER FOR FUTURE USE. �o SHEET AE. REMOVE EXISTING FLOORING [THROUGHOUT/AT AREAS OF WORK ONLY]. PATCH, REPAIR AND PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES. WALL PER PLANS AF. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. I / I I I E �1 SHEET TITLE: ARCHITECTURAL SYMBOLS AND PLAN REFERENCES, y 2'-O" • ABBREVIATIONS,ADA REQUIREMENTS, AND NOTES • DRAWN BY: HEZ, ALS 0 \ — R CHECKED BY: ADB, PPA I L.L. NOTE: COORDINATE In LOCATION OF CABINET w/ SHEET: A/E TO ENSURE NO CONFLICT w/ DOOR SWINGS. FI L AO.01 • ELEVATION - JOB N0. 3 FIRE EXTINGUISHER CABINET 2180241.07 A 0.0 SEMI-RECESSED IN METAL STUD WALL 1 1/2"=1'-0" W PERMIT SET 08/07/2019 ,L 218024107\DRAWINGS\ARCHITECTURAL\A0.01.DWG ALS 08/05/19 08:39 1:96.00 M 111 Architecture • Interiors Planning • Engineering r Portland, OR 503.224.9560 Vancouver, WA 11ii 360.695.7879 Vclll Seattle, WA 206.749.9993 www.mcknze.com • :13 MIri ® MACKENZIE. +:._F48 I u +4< DESIGN DRIVEN I CLIENT FOCUSED Client I r 0 _ t48 . i A....„ 14, Q+4e Ell \IFI= NNER ani = KEYNOTES BANK 1. DISASSEMBLE EXIb_ _ STING CABINETRY AND RETURN TO BUILDING OWNER. SALVAGE PLUMBING FIXTURES CO .-. 4 AND APPLIANCES FOR REUSE. �\ �, }• ;;,r,_ ___x,;_�____ - t .;; 1 2. REMOVE EXISTING WALL COVERING. PATCH AND REPAIR WALL AS REQUIRED. 00, ` 1 S3 �" i;' '4izsi ' * icr_U 1 D#'i 3. REMOVE EXISTING FIRE EXTINGUISHER CABINET AND SALVAGE FOR REUSE. .0._ O 4. EXISTING THERMOSTAT TO BE RELOCATED PER NEW CONSTRUCTION. Project . ) 0 5. REMOVE EXISTING DOORS, SAVE FOR RELOCATION. BANNER BANK 9.p:246. DEMOLISH CARPET WHERE INDICATED, PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES 7. REMOVE EXISTING DOOR, EXISTING FRAME TO REMAIN. TENANT IMPROVEMENT SUITE 300 LEGEND BRIDGEPORT CENTER 7632 SW DURHAM RD. 5- fiA• TIGARD, OREGON 97224 ��; ® o ;`T • 4 1 EXISTING CONSTRUCTION TO BE DEMOLISHED N, _ I Le Q I EXISTING WALL TO REMAIN An 1 ' I CO :T. mimammui..i EXISTING DEMISING WALL TO REMAIN [. `. a °f r1 L EXISTING OUTLET AND TELEPHONE/DATA TO REMAIN F; • 3041 gS PETER P. ALTO ;_{mos EXISTING QUADPLEX OUTLET A° DEMOLISHED OUTLET AND TELEPHONE/DATA • ORTLAND, OREGON 0 0 `rj FE - Q EXISTING THERMOSTAT TO REMAIN 1` V: ,-t-- -+--G `11 , -----v OF pg T, Q r' DEMOLISHED THERMOSTAT i.?7 a'49 u y BF EXISTING BASE FEED LOCATION TO REMAIN . =''I - +4� = [ 1 DEMOLISHED BASE FEED LOCATION MACKENZIEGHTSSER 019 - - ALL RIGHTS RESERVED I EXISTING COVERPLATE THESE DRAWINGS ARE THE PROPERTY :• OF MACKENZIE AND ARE NOT TO BE FE USED OR REPRODUCED IN ANY MANNER, 44x4' - Y, DEMOLISHED FIRE EXTINGUISHER LOCATION WITHOUT PRIOR WRITTEN PERMISSION ld6 -1 I REVISIONS: z 0_, inREVISIONS REVISION DELTA THIS CLOSING DATE p SHEET 1 DEMOLITION FLOOR PLAN A1 .0 1/8"=1'-0" 1 , SHEET TITLE: DEMOLITION FLOOR PLAN AND NOTES I DRAWN BY: HEZ, ALS CHECKED BY: ADB, PPA SHEET: A1 .01 . 1 JOB NO. 2180241.07 PERMIT SET 08/07/2019 218024107\DRAWINGS\ARCHITECTURAL\A1.01.DWG ALS 08/05/19 08:39 1:95.00 1 f ... 1 Ltt. t• y. yJ'} 1 - • 1 1 1- >4 D< _ X X X X IX IX h — + + + :. + + i. J + L -- L ,..... ... ...0s M III Architecture Interiors L___________ I Planning :, Engineering _ 1 + (�/L + 1. - + + 1 + + t. ' + --j—DA -.r X IX ,..... .. I/�sj Portland, OR r, 503.224.9560 1- 1 WA ® f T 4 5 Vancouver, .... 360.695.7879 itREMOVE EXISTING CEILING TILE, EXISTINGGRID TO REMAIN . --). EXISTING CEILING GRID AND TILE TO REMAIN - + + + Seattle, WA + 206.749.9993 KEYNOTES www.mcknze.com I 1 I 1 w .__. , + MACKENZIE . k ► i _ I 1. REMOVE EXISTING CEILING TILE FROM EXISTING CEILING GRID AND RETURN TO BUILDING OWNER. Z E w + + + + + 2. DEMOLISH EXISTING GRID AND TILE AND PREPARE AREA FOR NEW WORK. DESIGN DRIVEN I CLIENT FOCUSED _ 3. REMOVE PENDANT FIXTURES AND RETURN TO BUILDING OWNER. 1 i �� -- Client L 1 1 -A _ - _ `IIp ; }HI jr 4 IN' l '0 4 - r 4 - BANK I" " 1 1 ? 1 + + + + ' + _ / 11 - _ - \vim L 1 + I LEGEND1 � " i""'-"" �,5 `-{ �--J EXISTING CONSTRUCTION TO BE DEMOLISHED Project - �-1. BANNER BANK EXISTING WALL TO REMAIN IMPROVEMENT DC I TENANT _ i *+••••••••• EXISTING DEMISING WALL TO REMAIN SUITE 300 I I f5 + I X. + -- + i- I - I 00 ® _ ® 1 i 1 CEILING GRID TO BE DEMOLISHED BRIDGEPORT CENTER r fLfw , + -" I --- 1 7632 SW DURHAM RD. .......,. , ` EXISTING CEILING GRID TIGARD, OREGON 97224 + .-- + + EXISTING 2'X4' LIGHT FIXTURE TO REMAIN + ` i + + + + + ----------4, DEMOLISHED 2'X4' LIGHT FIXTURE l; 1 1 >CIc.,. .013 °C1 XI X DEMOLISHED RECESSED CAN LIGHT FIXTURE .i .‘i PETER P. ALTO ,� --------------------- DEMOLISHED PENDANT LIGHT FIXTURE • 4 ' y T yi I i ® EXISTING SUPPLY/RETURN VENT TO REMAIN • • IF S' J ORTLAND, OREGON , + + + + + 0 EXISTING RECESSED CAN LIGHT FIXTURE TO REMAIN . + + + + __ L. + + EXISTING EXIT SIGN OF og .I 5 EXISTING FIRE STROBE 1, t + _ X L F5 ;l 1 r ...__..__.._ ii ' + + + � , ..._- J E 2019 L I- - •I ALL RIGHTS[RESERVED 1 1 I I I I I 1 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, REMOVE EXISTING CEILING TILE, EXISTING GRID TO REMAIN (—--) EXISTING CEILING GRID AND TILE TO REMAIN WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: z DEMOLITION REFLECTED CEILING PLAN L'ILLIof SHEEST IONS REVISION DELTA THIS CLOSING DATE THI 1 .0 1/8"=1'-0" SHEET TITLE: DEMOLITION REFLECTED CEILING PLAN AND NOTES DRAWN BY: HEZ, ALS CHECKED BY: ADB, PPA SHEET: A1 .0 2 1 1 JOB NO. 2180241.07 PERMIT SET 08/07/2019 218024107\DRAWINGS\ARCHITECTURAL\A1.02.DWG ALS 08/05/19 08:39 1;96.00 { 15'-7"± / O / II - CONFERENCE 11 I II • _ 1142 � � � (at M M . II11 I • ,_•: 4 OFFICE il II :.+54'.. ogn 141 Architecture ■ interiors f 1 J� F �J ___IL = ( : - Planning ■ Engineering -___1 CD Il) OPEN OFFICE :I ---- I 0 1 - I I 146 ; a..: e GENERAL NOTES HALL > 3,-8" o OFFICE �' Portland, OR 144 6 t �, t, UI 139 I A. SEE A1.11 FOR INTERIOR FINISHES AND ACOUSTICAL PANEL LOCATIONS. 503.224.9560 zA5.20 • �I� B. NO VOC PAINT SYSTEMS TO BE UTILIZED,TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. WA BF BF �� 139A Vancouver, M : C. CONTRACTOR TO REUSE EXISTING APPLIANCES, PROVIDE NEW REFRIGERATOR AND MICROWAVE TO 360.695.7879 18'-8i" 9.-94" g mow. Seattle, WA , 10 0• f, 10'-0" 10'0' �y,1: © MATCH EXISTING. 206.749.9993 0 0 -. 1 I 1 L t •.F OFFICE D. INTERIOR ALL GLASS DOORS AND SIDELITES TO BE ALUMINUM FRAMED SYSTEM AS MANUFACTUREREDt I WW,m knze.com +4.4 Al OFFICE I 138 I O BY CR LAURENCE TO INCLUDE THE FOLLOWING: W C 0 +�' 19g I 120 I ELEC 0 : I 140 I 1. WU1 BSA BRUSHED ANODIZED ALUMINUM GLAZING CHANNELS AT HEAD. MACKENZIE. / 10'-0" 9 OFFICE OFFICE OFFICE FFCE a 5 9 I 121 I OFFICE ,_,�, ® 2. WUSBSA BRUSHED ALUMINUM BOTTOM CHANNEL AT SIDELITES. I113 I L 114 I • I 115 I 116 I © 145 I1 DESIGN DRIVEN i WENT FOCUSED 4� I I _• 3. CLEAR TEMPERED GLASS WITH FLAT POLISHED EDGES AT DOORS AND 51DELITES. Client iEN N 120A re) _ N 4a d $ w ® 0 �,_• OFFICE E. COORDINATE FINAL FLOOR MONUMENT AND BASE FEED LOCATIONS WITH TENANT/TENANTS 4+48 ,, A5.20 O � 137 I FURNITURE VENDOR PRIOR TO BEGINNING CONSTRUCTION. 4+4. p C!Z] - a- a - BREAK II( STOR. • 0 m 1C- 115A E116� Ix o o `' 1EI�'", 119 I 122 I iiiII 1038 13'-0"2 rn U v 122A III NNE R /� -� : 1 D A5.21 40 .!1 ' ..11=1 C136A BAN K ` i A �, _-5-:-s • �0 Ad O0 ► lit OFFICE Ix) CONFERENCE I 8'-0' 1176 1 ;• - I 136 I 0 (ID CO RECEPTI N I 1 p3 I �' �!n `�, "• _ © : OFFICE pp OFFICEflgc OFFICE _ OFFICE _ 101 w : zQONFERE OPEN M :� - O ; I 131 I I 132 I C0=0 I 133 I 134 I ;. I OFFICE w • 1o1A 1o3A a x41) ( 117 I 11 - :-t4z =_: iP Y----1 Project C� © n lL� o I e ( --. o 1 BANNER BANK A5.20 o : a �l0 8 rm A5.20 F �l,►,�; i7 III • ; C35A� pt TENANT IMPROVEMENT • OFFICE A5.20 2 - E2 A5.20 • ,1i. • I 135 J SUITE 300 • NEE 411 ■ 4P 11111111■ , 4 , KEYNOTES 008,0: 00 „ 10-111 „ - S_ !0 __• r+ :iso �• , �� 10'-2" 10'0' 10-0 f CLR 15' 0" 1. CENTER NEW WALL AT EXISTING MULLION. SEE DETAIL 41A5.24 REMOVE EXISTING WALL COVERING. BRIDGEPORT CENTER •L ` y ` PATCH AND REPAIR WALLAS REQUIRED. 117A II E. . . .• ' ��' ; 1• COPYNVORK �': 18"CLR �� �`' NAPSW 22'-3i" I U 2. ALIGN FACE OF NEW WALL WITH FACE OF EXISTING WALL OR COLUMN. 7632 D, R GON 72 ® � . , . 1123 I �I► TiCp1RD OREGON 97224 ,' 0 bcr 41 o WNITEBQARD, x+ss N«5 •a 3. 58"AFF PARTIAL HEIGHT WALL WITH SOLID SURFACE(SS-1). SEE DETAIL 6/A5.22 ' s 144: 4n U Naw © to U 2 5" 2'-5" � CONFERENCE 4. PROVIDE ONE LAYER OF GYPSUM FURRING (SEE ELEVATION 8/A5.20) r 4 A5.21 A5.20 © �. 7 A5 21 7 BF OPEN I 130 I = 5. OWNER FURNISHED CONTRACTOR INSTALLED TV WITH RECESS CABLE BOX. CONFIRM FINAL MOUNTING OFFICE q:p 4 © WELCOME : 14 • BF I 124 All A5.20 �I� HEIGHT WITH TENANT. �� � 3 I 102 I iv a� 6. CLERESTORY WINDOW, SEE ELEVATIONS ON SHEET A5.21 O kr___ 17-2" OPEN OFFICE : �+ 411 /� iii 6 w • : 7. PROVIDE DUAL HEIGHT DOUBLE BASIN UNDERMOUNT STAINLESS SINK. ELKAY ELUHAD312055RPD (OR ra ,1� 3041 �� v SIMILAR) PROVIDE 30"CLEAR FLOOR SPACE FOR SIDE APPROACH. PETER P. ALTO .c. -.---- ■ \ � 1 105 1 �- - c T )l) i3,,-7,,-,---- 0 30A 8. PROVIDE 15 GALLON WATER HEATER AT STORAGE 122. 106A O m 0 CO d 9. PROVIDE COOLING/EXHAUST AT IT 120.CONFIRM FINAL REQUIREMENTS WITH TENANT. • • O 10A 108A� 109A 110A l• • • y 126A � � 10. FUTURE WALLS/DOORS SHOWN AS HALF TONE AND DASHED FOR REFERENCE ONLY. VilICk: " LAND, OREGON ,. __ . OFFICE OFFICE OFFICE -- _ _)--. 11, PROVIDE WATER LINE FOR TENANT PROVIDED COFFEE MAKER. 111 I I 112 I _ : I 125 ; 12. PROVIDE ELECTRICAL ROUGH IN FOR TENANT PROVIDED SECURITY SYSTEM MONITORS.COORDINATE l 'i-7) 0 OFFICE _• • FINAL PLACEMENT AND REQUIREMENTS WITH TENANT. OF 0 • I 106 I OFFICE OFFICE , OFFICE OFFICE •__- • : OFFICE OFFICE OFFICE OFFICE 13. NEW CARD READER LOCATION. COORDINATE REQUIREMENTS WITH TENANT. I 107 I 108 N I 109 I I 110 •'~ • 126 127 128 129 14. PROVIDE UNDERCOUNTER LIGHTING. MOUNTED AT FRONT OF CABINET. SEE ELEVATIONS FOR MORE w o� Qv - .-= u U I 1 I I Iia Ii''° .... P INFORMATION. © MACKENZIE 2019 Q © © ALL RIGHTS RESERVED D 4I v 0 �d► 0 0 OF MACKENZTHESE IE EO AND ARE NOS ARE THE T 0 BE PERTY �� � �� LEGEND [ 1 [ - ,,. 1 [ --1 1 [ USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 0 0 0 EXISTING WALL REVISIONS: - EXISTING DEMISING WALL zz �F REVISIONS REVISION DELTA ® NEW PARTIAL HEIGHT WALL 5-j THIS CLOSING DATE U wa SHEET FLOORPLAN ®Im NEW WALL TO UNDERSIDE OF GRID (SEE DETAIL 2/A5.23) 1/8"=1'-0" 1 • EXISTING COVER PLATE Ov EXISTING OUTLET AND TELEPHONE/DATA 1 OT EXISTING THERMOSTAT ' EXISTING QUADRUPLEX OUTLET I CIE1 FLUSH FLOOR MONUMENT(CONFIRM FINAL PLACEMENT WITH TENANT/TENANT'S FURNITURE VENDOR) . [ QV NEW OUTLET AND TELEPHONE/DATA SHEET TITLE: o FLOOR PLAN, 9 NEW DEDICATED OUTLET AND NOTES BF NEW BASE FEED (1 PER EVERY 4 WORKSTATIONS) FE NEW FIRE EXTINGUISHER CABINET. CONFIRM FINAL LOCATION WITH FIRE MARSHAL. SEE DETAIL 3/A0.01 d 0 SUGGESTED LOCATION FOR RELOCATED THERMOSTAT DRAWN BY: HEZ, ALS CHECKED BY: ADB, PPA SHEET: A1 ,10 , , JOB NO. 2180241.07 , PERMIT SET 08/07/2019 218024107\DRAWINGS\ARCHITECTURAL\A1.10.DWG ALS 08/05/19 08:38 1:96.00 --_ ... .- ..-:.:.11 - ,- - ,....- - ---,: 1i:- --- - I-1 - • --:. • • - -• - • • - - • • • • - . . •• - • • M. frl II . Ill :I r • ii • =• II , . CONFERENCE . • OFFICE 4 . 143 - 141 . k I • • • 4' Architecture Interiors h• j : �I f i�. + ' I h• . : .Q CPT GPT • r.. ..-6-. .. P IRB P RB Planning , Engineering I .. 1 m • ...- . HALL GENERAL NOTES OFFICE Portland, OR f44' 140 A. PATCH AND REPAIR ALL EXISTING WALLS WHERE AFFECTED BY NEW WORK. 503.224.9560 CPT CPT B. PAINT NEW AND EXISTING WALLS. NO V.O.C. PAINT SYSTEMS TO BE UTILIZED,TO INCLUDE PRIMERS AS Vancouver, WA i; .P �tiB `r .P IRB WELL AS FINISH PRODUCTS. 360.695.7879 © _ .. . G. ALL WALLS TO BE PAINTED P-1 UNLESS OTHERWISE NOTED. Seattle, WA 206.749.9993 so X • " • . ,l eOFFICE H. EXISTING CARPET TILE TO REMAIN, UNLESS NOTED OTHERWISE. PROVIDE NEW WALL BASE (RB-1) OPEN www.mcknze.corn • - .. . ' . . . _ _ „ I _ . • .. OFFICE . ' 139 THROUGHOUT - - '� • • 142 CIT I. CENTER FLOORING TRANSITIONS AT CENTER OF DOOR JAMBS, UNLESS OTHERWISE NOTED. MACKENZIE. • - "."OFFICE OFFICE OFFICE-. .. . OFFICE - _ -_ - _ -_ - �1 1 11 0 ELECT 121CPT P RB • _ _ _ OFFICE P RB J. PROVIDE SCHLUTER METAL(MT-1) FINISHING EDGE AT ALL FLOORING MATERIAL TRANSITIONS, UNLESS DESIGN DRIVEN I CLIENT FOCUSED • :�.. 113... . 114 - 115. . 116 I . CPT CPT -- • CPT EXIST EXIST 145 •I - - --- - I P I�x P �Ex cPT . ': . OTHERWISE NOTED. Client l • .-P la : . . •.LI RBit_ .P RB . ",• • K INSTALL CARPET INSETS AT ALL ELECTRICAL FLOOR MONUMENT LOCATIONS,CARPET TO MATCH III ±'!i OFFICE - _ - - = 13 ADJACENT FLOORING MATERIAL. o , - - -•• 0 •--- • •_ - .. - _ .. - II II illi ISTOR. _ - CPT - - J P :IRB h 122 '� - j EXIST - KEYNOTES NNER _ L1�•t _ li 4li1 P I EX s • - -- •P I(- . - - - 1 1. PAINT DOOR AND FRAME TO MATCH WALL COLOR. USE SEMI-GLOSS PAINT BAN K • • • I • OFFICE 2. PAINT INTERIOR PUSH SIDE OF DOOR AND FRAME TO MATCH WALL COLOR (USE SEMI GLOSS PAINT). . P-5 CONFERENCE • ®. _ -- _--_ -- --j I • 136 • - 103 •'1. • • • • • • _ ' •► I 01=FICE' `• OFFICE - OFFICE OFFICE • EXISTING FINISH ON CORRIDOR SIDE TO REMAIN. • • • :I - �� CPT - 131 132 • • i 33 134 RB 3. ALIGN FLOOR TRANSITION WITH FACE OF WALL.. _ •a _ •. .- CONFERENCE -..`' .'. - OPEN • _ - - - _ CPT - CPT • CPT _• CPT 4. PROVIDE FILM (WF-1)AT DOOR AND GLAZING TO 48"A.F.F. Project . • U = 117 OFFICE - P RB . ..: P I RB P �RB '' P I RB BANNER BANK RECEPTION: . 5. PROVIDE FILM (WF 1)A7 DOOR AND GLAZING, ENTIRE HEIGHT OF GLASS.101 _ CPT 1 18 I , I ,, , . , I oF�lc>r TENANT IMPROVEMENT " . '•: I " - 6. ALIGN FLOORING TRANSITION W/EDGE AT BOTTOM OF CASEWORK. R 1 : P RB CPT .■1�. 135 � SUITE 300 P I RB • .-. CPT 7. WHITE BOARD/TACK PANEL LOCATIONS FOR REFERENCE ONLY, CONTRACTOR TO COORDINATE :. • •il P-4 . - : INSTALLATION WITH TENANT. A�-r '� : BRIDGEPORT CENTER . . . . . . � DURHAM RD. . . . COPY -ORK . . 7632 sw . :'® '� ® �� SCHEDULE OF INTERIOR FINISHES CG- G-1" 123 CG-1' . G•1. :. .. .. TIGARD, OREGON 97224 HALL II' CPT II . t WN176@OgRp/TACK-PANELS 104 Y- • : CPT - • CG-•• i •I ' G-4: P RB CG- : I j G-1 OPEN .' : . CONFERENCE O CEILING • WELCOME P •I RB .. . . - OFFICE 130 • 102 . . • 124 ® CPT SAT 1. ROCKFON; ALASKA SQUARE TEGULAR, NARROW, SIZE: 2'-0"X4'-0". CPT ARe • P I RB �� P IRB - OPEN OFFICE - P-4 pCI RB - WD-1 (WOOD WALL PANEL) ARMSTRONG; WOODWORKS LINEAR VENEERED PANELS; CONSTANTS �• ? 3041 105 WALNUT; NOMINAL 6"WIDE PANELS; PLANKS TO RUN HORIZONTAL; INSIDE ANGLE USED FOR �' PETER P. ALTO ` C EDGE PROTECTION, WITH 4"WOODWORKS ALUMINUM SUBSTRATE TRIM T • RB • • • • • REP CONTACT: ZACH THON 801-388-1990 II ' 1 ____f WALLS (f)�,'ORTLAND, OREGON .OFFICE • .OFFICE. . OFFICE : r7iiAP-1: (ACOUSTIC PANEL) 3FORM; SOLA FELT; HUSH CLOUD; COLOR: NICKEL; PATTERN: PLAIN; r' . 111 1 i2 125 ; JOINTS: BUTT JOINED; 4411 X 96" PANELS; PROVIDE CLEAN SEAMS .0.. . _ OFFICE '•-.••' . . - _ - . . . . - CPT CPT _ .' CPT . . - . . - . OF i& 106 PP CG-1: (CORNER GUARD) CS ACROVYN, FS-20N, FULL HEIGHT OF WALL#262 • IRS IRB ., - � RB . OFFICE . OFFICE. . : : OFFICE ' OFFICE : ' , ' OFFICE - . OFFICE OFFICE " OFFICE: CPT 107 108 .. 109 1.10 - 126 . 127. 1. 128 129 . -' - I _, P I RB P-1: (GENERAL PAINT) SHERWIN WILLIAMS; SW7015 REPOSE GRAY; SATIN/EGGSHELL FINISH �� E 2019 - P I B . J RB PCI RB : P PRB .. - : . PG1-RB • . . IJ RB P�I RB PPT 1 CP RB (9 ALT M RIGHTS IRESERVED I P-2: (HM DOORS AND FRAMES) SHERWIN WILLIAMS; COLOR TO MATCH ADJACENT WALL;• THESE DRAWINGS ARE THE PROPERTY • ' = - • . .. SEMI-GLOSS FINISH OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, � - , r � � • �� i .• I �I I I P-3 (GYPSUM CEILINGS) SHERWIN WILLIAMS; SW7005 PURE WHITE; SATIN/EGGSHELL FINISH WITHOUT PRIOR WRITTEN PERMISSION P-4: (ACCENT) SHERWIN WILLIAMS; SW9149 INKY BLUE; EGGSHELL FINISH REVISIONS: z P-5: (ACCENT) SHERWIN WILLIAMS; SW7068 GRIZZLE GRAY; SATIN/EGGSHELL FINISH o� REVISIONS REVISION DADELTTEA S� FINISH FLOOR PLAN �� SHEET WF-1 (WINDOW FILM) 3M LINEN ' 1 1/8"=1'-0" MILLWORK PL-1: WILSONART; STANDARD HPL; NEO WALNUT# 7991-38; FINE VELVET FINISH; DIRECTION: WOOD GRAIN TO RUN VERTICALLY; EDGEBAND: COLOR TO MATCH I I PL-2: WILSONART; PREMIUM HPL; MAGNOLIA#5012-K19 LENO WEAVE FINISH; AEON SCRATCH I FINISH LEGEND RESISTANCE; PATTERN TO RUN VERTICALLY; EDGEBAND: COLOR TO MATCH SS-1 COSENTINO; SILESTONE; MIAMI WHITE 17 EXIST EXISTING FLOORING TO REMAINFLOORING SHEET TITLE: FINISH FLOOR PLAN CPT-1: BENTLEY; 4TUTO TAGLINE STRIPE; 408110 GOOD AS GOLD; AFFIX BACKING; SIZE: 18"X36"; BRICK FINISH SCHEDULE, Y *• INSTALLATION CPT-1 CARPET TILE (EXISTING TO REMAIN) AND NOTES LVT-1: MOHAWK; SECOYA C009 #936 CONVERSE BASIN; SIZE: 9"X 59"X 5MM; REFER TO FINISH PLAN I-1 jilt] ftl hi LVT-1 LUXURY VINYL TILE FOR INSTALLATION DIRECTION. RB-1: FLEXCO; COVER BASE 4"; COLOR: UMBER #078 — — AP-1 ACOUSTIC PANEL MT-1 SCHLUTER; FINISHING EDGE PROTECTION FOR FLOORING TRANSITIONS; STYLE: JOLLY FINISHING EDGE PROFILE; FINISH: POLISHED ALUMINUM - — — — — - WB-1 WHITE BOARD DRAWN BY: HEZ, ALS P-X ACCENT PAINT LOCATION CHECKED BY: ADB. PPA 1 I SHEET: A1 .11 , , JOB NO. 2180241.07 PERMIT SET 08/07/2019 218024107\DRAWINGS\ARCHITECTURAL\A1.11.DWG ALS 08/05/I9 08:39 1:96.00 H— I —: _nr :1 � ,,, n x11 DC .1 '_ 1____ 0 I I �..ONF l�tl�l�t F HI 11 H�. 1142 I I 141 MI • L+I I l l -11 Architecture , Interiors _L u = ----IL , — Planning . Engineering I • i— I . 46 I 1 OPEN OFFICE • IX _ GENERAL NOTES x! 1 HALL 1= —___ I OFFI' E A. SUSPENDED ACOUSTICAL CEILING GRID AT 9'-0"AFF, UNLESS OTHERWISE NOTED. Portland, OR - 503.224.9560 144 I B. EXISTING CEILING GRID AND TILE TO REMAIN UNLESS NOTED OTHERWISE. Vancouver, WA - C. ALL NEW AND EXISTING WALLS TO UNDERSIDE OF GRID TO BE BUILT UP TO CEILING TILES TO 360.695.7879 ELIMINATE REVEAL AT CEILINGIWALL TRANSITION. CUT/TRIM ALL CEILING TILES TO ALLOW TILES TO Seattle, WA EQ. 10'-0" EQ. PROVIDE NEW CEILING TILE (SAT-1)AT EXISTING CEILING GRID < ) EXISTING CEILING GRID AND TILE TO REMAIN - 206.749.9993 ,r }( ¶ t _ _ c/7 I 1 OFFI I E _ LAY FLUSH WITH TOP OF WALL ASSEMBLY, SEE DETAIL 2/A5.23 ,� 1 OE • '1. 3t_____1 D. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 1/A5.23 WWWmC�(nze.COn1 ! ELEC Lii Q - •.' I I ' I 12,0 121 140�I iE. PROVIDE HOLE FOR PENETRATION THROUGH SUSPENDED ACOUSTICAL TILE FOR ELEMENTS : a _ �: . :o� L I IMACKENZIE. .•' lb : r 1fj OFFI INCLUDING, BUT NOT LIMITED TO, SPRINKLER HEADS,CONDUITS, ETC., OF SUFFICIENT SIZE TO DESIGN DRIVEN 1 CLIENT FOCUSED - •-1. i• /I, OFFICE ;, OFFICE OFFICE OFF CE - ACCOMMODATE ONE (1) INCH OF LATERAL MOVEMENT IN EVERY DIRECTION OF ASSEMBLY Client �:�%' ! 11; I ;; I 114 I 115 I 116 I '� PENETRATING CEILING PLANE. PROVIDE ESCUTCHEON TO CONCEAL GAP BETWEEN CEILING TILE AND - - CONFERENCE .. .9 mur ....0-: :.-.:: I 4 .• STOFf. • I 13 PENETRATING ELEMENT. 1.1= I 103 I " �'l'' ;, I 2 I i - F. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING is r!5 - I PENETRATIONS IN CENTER OF 2X2 PORTION OF 2X4 TILE, UNLESS OTHERWISE NOTED. -6" '-6" I O.. • �� .�. ... ...:.:. 41. BREAK i ::.,. : 1 G. LIGHTING FIXTURES, MECHANICAL GRILLS, SECURITY DEVICES AND CEILING DEVICES SHOWN FOR NNE R I 119 ) III- ■. ARS , PRELIMINARY DESIGN INTENT ONLY. DESIGN-BUILD ELECTRICIAN, MECHANICAL DESIGNER BANK • CONFER=NGE _ • `` RESPONSIBLE FOR FINAL LAYOUT AND CONFIRMATION OF COMPLIANCE WITH OREGON ENERGY CODE. • �r ': '' a� O 117 O I • -.. I 13• c ,� •:..O : trII Q . L • H. ALL EXISTING LIGHTING TO REMAIN, RELOCATE AND/OR PROVIDE NEW AS REQUIRED. .�. ti;. {-�}0 (4) 0 OFFICE OFF OFFIC: OF=ICE 131 1;�2 HI 133 I I 1 34 1 I. ALL DEVICES TO BE WHITE. `A •-� L-'• ao • • J. PROVIDE ROUGH IN FOR TENANT PROVIDED AND INSTALLED SECURITY CAMERAS AT CONFERENCE 103. Project u : I 1 _ BANNER BANK / : -O' ! , d,',• : COORDINATE PLACEMENT AND REQUIREMENTS WITH TENANT. ;',• : ' `: �� O / ,}, y O rIF OPEN : OFFI E K. PROVIDE SEPERATE DIMMABLE CIRCUITS FOR L-1 PENDANT LIGHTS AND RECESSED CAN LIGHT TENANT IMPROVEMENT 13 /1. I 101 I •'':r::REGPTION •: �' 1 I 118 I " FIXTURES AT CONFERENCE 103&117. S�� 3� CE ! 0 :.,•rt? : Q•. . p:',.: - • L. SEE PLAN 31GOA1 FOR SUGGESTED PATH OF EGRESS ILLUMINATION BRIDGEPORT CENTER ' _ . . 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NEW GYPSUM CEILING © ALL RIGHTS RESERVED i • THESE DRAWINGS ARE THE PROPERTY 1 NOT TO E • I hIUSED OR REPRODUCMACKENZIE ED AINE ANY MANNER, I EXISTING CEILING GRID WITHOUT PRIOR WRITTEN PERMISSION , PROVIDE NEW CEILING TILE (SAT-1)AT EXISTING CEILING GRID (-) EXISTING CEILING GRID AND TILE TO REMAIN REVISIONS: NEW CEILING GRID 1-1. z 0 rn� REVISIONS REVISION DELTA THIS CLOSING DATE qp 11 =E1. -0CEILING PLAN 118" EXISTING 2X4 LIGHT FIXTURE TO REMAINIlliKi o SHEET " I I EXISTING 2X4 LIGHT FIXTURE WITH 24 HOUR EMERGENCY BACKUP • I I NEW 2X4 LIGHT FIXTURE , MATCH EXISTING SUITE STANDARD I I `�' NEW 2X2 LIGHT FIXTURE, MATCH EXISTING SUITE STANDARD I L-1 LIGHT ART ECHO 35-8 PENDANT LIGHT FIXTURE COLOR: SOLA FELT NICKEL INSTALLATION:8'2"AFF TO TOP OF FIXTURE REP CONTACT: JESSICA SATO SHEET TITLE: T 801.994.8184 M 206.418.9548 REFLECTED E JESSICA.SATO@LIGHTART.COM CEILING PLAN, 4770 OHIO AVE S., SUITE A,SEATTLE,WA 98134 AND NOTES , 1 L-2 LINEAR LIGHT FIXTURE: LITE CONTROL, SAE104. INSTALLATION: 8'-0"AFF TO BOTTOM OF FIXTURE + L-3 TECH LIGHTING ECHO MONOPOINT MINI PENDANT, SATIN NICKEL HARDWARE AND STEEL BLUE GLASS SHADE. INSTALLATION: 64"AFF TO BOTTOM OF FIXTURE O NEW RECESSED LED CAN LIGHT FIXTURE WITH WHITE BAFFLED TRIM , DRAWN BY: HEZ, ALS EXISTING HVAC SUPPLY/RETURN CHECKED BY: ADB, PPA Es EXISTING FIRE STROBE 8 SHEET: ® EXISTING LIGHTED EXIT SIGN i EXISTING LIGHT SWITCH LOCATION A1 .20 os OCCUPANCY SENSOR JOB NO. 2180241.07 PERMTSET 08/07/2019 2180241071DRAWINGSIAI0810 BOX BEAM BOX BEAM III PER HEADER PER BOX BEAM 8/A5.23&11/A5.23 ` 0 8/A5.23&11/A5.23 10 HEADER AAD 3& E A5.23 10 PROVIDE JAMB STUDS PROVIDE JAMB STUDS 7IMF Architecture - Interiors PER 8/11/A5.23, EXTEND PER 8/11/A5.23, EXTEND PROVIDE JAMB STUDS TO STRUCTURE. SEE 9'-0" TO STRUCTURE. SEE PER 8/11/A5.23, EXTEND g-}p Planning : Engineering 8/A5.23 FOR DETAILS - II 8/A5.23 FOR DETAILS VI _ TO STRUCTURE. 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MELAMINE SHELF o �— WRAP ALL EXPOSED PIPE —J I I CHECKED BY: ADB, PPA —i _ i �J M z PER CODE v w �� Lu N Y w SHEET: Lu = 1 _ _ _ t = _ _ _ - P-LAM FACE cn w w = P-LAM FACES (._] I I o_ _ __/ 1 Lo -LAM FACES o I I w 6"_ `�� I RUBBER BASE v) ' RUBBER BASE al \ I , 4 Dril'"- N't. , 14--). --„----,------- MELAMINE INTERIOR •-•\---- ki —til'1" M A5. 22 1_...______ 2 -0 'r a �, 2 -0 F- c) � RB-1 � ' m JOB N0. �8024�.07 10 CABINET SECTION 0 CABINET SECTION W 12 CASEWORK SECTION „ , „ , „ . 5.2 TYPICAL 3/4"=1'-0" Q ADA SINK WITH ATTACHED TOE KICK 3/4"=V-0"-0 Q . 5.2 © MICROWAVE SHELVES 3/4 =1 -0 PERMIT SET 08/07/2019 3 3 218024107\DRAWINGS\ARCHITECTURAL\A5.22.0WG ALS 08/05/19 08:40 1:96.00 FLOOR OR ROOF STRUCTURE 33 MIL 3-1/2" METAL POP RIVET RUNNER TO WALL ANGLE AT 2 STUD BRACING TO FLOOR _ ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 BERC 2 8" MAX. STRUCTURE AT 8'-0" OC \ / / VVI SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT CLIP WITH (2) #8 SHEET METAL SCREWS AT EACHSTABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER o' • STABILIZER BAR END. BRACING TO BEBRACE FRAME PER �APROVIDED WHERE \ / 2/A5.23ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS �oi" � WITHIN 8" OF PERIMETER J DISTANCE BETWEEN LATERAL BRACING WITH APPROVED VERTICAL © .oma ,AO* PERPENDICULAR !I x ()WTI T 12'-0" OC EA WAY • Nip ' INTERSECTING WALLS OR \.. / / ,�45. G Architecture ■ Interiors COMPRESSION STR T A --�r— 2" \ , HORIZONTAL BRACING __iJ_�— - + + — B/CLNG HANGERS IF MORE THAN 1:6 OUT OF PLUMB a I > 5 BETWEEN WALLS EXCEEDSi 8/ . IN/ i9'-0" AFF Planning • Engineering \ ATTACHED - 7 - + — — BOX HEADER W/ (2) CUT TILE TO FITS WALL" .o� i 3 SOUND ATTENUATION 362T200-54 & (2) 8" — - TIGHT AT WALL `4 BATT. 4'-0" CENTERED ON STUDS, MIN 20 GA. SOUND ATTENUATION 00/ SUSPENDED ; WALL WHERE NOTED. �y' BATT AS OCCURS A CELNQ EDGE AT WALL NTS CUT TILE FOR TIGHT FIT CEILING — '• � ''" AT WALLS �' �' Portland,OR . „ , , O NOTE: FOR UNATTACHED WALLS PROVIDE A O3/4" `, ../----\.. ��t� CASING BEAD USG 200-A � � 503.224.9560 3 4" GAP BETWEEN EDGE OF ANGLE AND CLIP �. ;I <; B GYP BD Vancouver,WA / GYPSUM BOARD P.• ATTACH STUD TRACK B/ GYP DO NOT SCREW BERC 2 CLIP TO TRACK EACH SIDE -� -S . " 360.695.7879 �,— '>: !``:, 8 -0 AFF THROUGH GRID 1r ' TABLE MAX. LENGTH ' ' �''' ; "�-- CROSS RUNNERS FIT BETWEEN MAIN RUNNERS f ' 1 SOUND ATTENUATION Seattle,WA 1:3, MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 1/2" DIA CONDUIT (EMT) 5'-10" INSULATION AS OCCURS 206.749.9993 3r4" DIA CONDUIT (EMT) 7'-8" METAL STUDS. f BOTTOM TRACK TO FINISH 1 www.mcknze.com AA/X 6'-0" MAX WIRE AT 4'-0" OC OR WITH #10 WIRE AT 5'-0" OC EA WAY 1 ' DIA CONDUIT (EMT) 9'-9" SEE WALL HEIGHT - \`,.. FLOOR WITH POWDER LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC ;` M AC I< E N Z I E E. .4_. 4r- EA WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND SGL 162S125-33 MTL STUD 12'-O" TABLE FOR SIZE DRIVEN ANCHORS AT (1-5/8"x2OGA) AND SPACING ---� 4'-0" O.C. �� 1/4" TEMPERED RELITE 2" FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF BACK TO BACK 162S125-33 15'-0" Q CONTINUOUS ACOUSTIC i-j DESIGN DRIVEN I CLIENT FOCUSED NOTE: _ ` SEALANT EACH SIDE T/GYP BD SECURE ALL HANGERS TO BLDG— MTL STUDS (1-5/8 x2OGA) Client ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN AGAINST TRACK NO • ' STRUCTURE. TRAPEZE DUCT WORK SGL • 250S125-33 MTL STUD 13'-6" w � 7 -0 AFF o APPROVED TYPE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING SEALANT AT SIMILAR I x AND OTHER LARGE OBSTRUCTIONS (2-1/2"x2OGA) T- + 1...:' CONDITION I�- 0 WIRES TO HAVE A 200# CAPACITY. b BACK TO BACK 250S125-33 15'-0" e m SUSPENDED CEILING BRACING TO COMPLY WITH ASCE7, ASTMC635, MTL STUDS (2-1/2"x2OGA) a. , 0 1 �- CONCRETE SLAB o >- ASTMC636 AND ASTME580 SUSPENDED CEILING BRACING I ix - TO UNDERSIDE OF GRID 4 CLERESTORY - TYP. HEAD/SILL g:''N' K IP NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS J @WALL AT FLOOR AND SUSPENDED CEILING 3"=1'-O" . 5.2 3"=V-0"-0 w THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. c_ cc L 2x2x18 GA ( X STUD WIDTH -1") w/ (2) #10 SMS EA LEG 1 TYP STEEL STUDS © Project 16" O.C. PER SCHEDULE BANNER BANK U.N.O. TENANT IMPROVEMENT SOUND ATTENUATION BATT SOUND ATTENUATION BATT SUITE 300 WALL PER PLANS, WALL PER PLANS, /� SEE JAMB SCHEDULE SEE JAMB SCHEDULE �/ 1/\1/4 BRIDGEPORT CENTER CLEAR SILICONE SEAL CLEAR SILICONE SEAL / 7632 SW DURHAM RD. AT PERIMETER, TYP. AT PERIMETER, TYP. TIGARD, OREGON 97224 #10 SMS EA SIDE TEMPERED GLAZING PER TEMPERED GLAZING PER © EA STUD SPECIFICATION SPECIFICATION A \. . ._! . .. i. WEB STUD PER * ] ® �� ) SCHEDULE 9 3041 � It -. _4 ( PETER P. ALTO ,� - #10 SMS © Iy TYP �.• /� GLAZING CHANNEL BELOW /. . GLAZING CHANNEL BELOW 12" O.C. "� ® • tik Vithicf,k LAND, OREGON 11\ 11/ CN WOOD TRIM, STAIN TO MATCH WOOD TRIM, STAIN TO MATCH AA / N:ThOF 0 Vr CONT TRACK T&B w/ 1 1/2" DEEP LEG, GAUGE Ni- WOOD WOOD PANEL (WD-1) WOOD PANEL (WD-1) TO MATCH STUDS (43 MACKENZIE 2ols / ' ' MIL MIN) (2) #10 SMS EA SIDE © ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY SECTION A-A m OF MACKENZIE AND ARE NOT TO BE JAMB STUD PER SCHEDULE I USED OR REPRODUCED IN ANY MANNER, N CUT TRACK FLANGE & � , WITHOUT PRIOR WRITTEN PERMISSION m J TURN DOWN cI REVISIONS: BUTT GLAZING JAMB, TYP 8 TYP_ BOX HEADER 1"= p o� REVISIONS CLOISION DELTA 6 BUTT GLAZING AT JAMB I » THIS CLOSING DATE . 5.2 © CONE 103 3"=1'-Q" J 3"=1'-0" o . 5.2 SIM. © COLUMN Lao SHEET C: 1 1 JAMB SCHEDULE OPENING SIZE # OF JAMB STUDS SPAN TABLE FOR METAL STUDS \ / BRACE FRAME PER I ! 2/ACE 4'—Q" TO 8'-�" 2 WALL BEYOND 45, 8' 0" TO 12'-0" 3 DESIGNATION I STUD CONDITIONS - INTERIOR PARTI11ON3 SHEET TITLE: .� -4 B/CLNG /_ 12'-0" TO 22'-O" 3 TEMPERED GLAZING 9'-0" AFF 4 CALCULATED USING 5 PSF AND L/240 INTERIOR PER SPECIFICATION CUT TILE TO FIT NOTES: DETAILS k' . TIGHT AT WALLS SOUND ATTENUATION 1. JAMB STUDS TO MATCH SIZE & GAUGE OF TYP STUDS. 362S125-18 ALL WALLS 11'-0" TO 12'-0" IN HEIGHT - 16" OC BATT AS OCCURS ., i 362S125-18 ALL WALLS UNDER 1V-0" IN HEIGHT - 24" OC BRUSHED ALUMINUM BOX HEADER PER l SCHEDULE ALL WALLS 12'-O" TO 16'-O" IN HEIGHT - 16" OC CHANNEL ` B/GYP BD . ' R WOOD PANEL (WD-1) 8 o AFF HEADER SCHEDULE 362S162-43 ALL WALLS WITH TILE FINISH RESILIENT SPACER � WOOD TRIM STAINED TO ATTACHMENT MATCH WD-1 MAX OPENING WIDTH HEADER SIZE TRACK SIZE ALL MIRRORED WALLS IN TOILET ROOMS Lux0 TEMPERED GLAZING PER FINISHED FLOOR a- < 6'-0" (2) 362S162-43 (2) 362T125-43 DRAWN BY: HEZ, ALS SPECIFICATION 6'-O" - 1 O'-O" (2) 800S162-43 (2) 600T125-43 362S162-68 ALL WALLS 16 -0 TO 24-0 IN HEIGHT - 12" OC BRUSHED 10'-0" - 14'-0" (2) 1000S162-54 (2) 6001125-54 CHECKED BY: ADB, PPA \:::\\ II �J a ALUMINUM Li CHANNEL 1¢'-O" - 22'-O" (2) 1200S162-68 (2) 600T125-68 SHEET: p RESIDENT 1 SPACER �' , X ATTACHMENT NOTES: Li L 1. FOLLOW HEADER SCHEDULE PER MAX OPENING WIDTH, U.N.O. CO FINISHED FLOOR ON PLAN a Q 2 1-- �— 2. SEE 8/A5.23 FOR HEADER ASSEMBLY DETAILS . , I L.L. :,FLOOR SYSTEM t- o a U , „ „co� JOB N0. 2180241.07 - IGLAZING HEAD CONDITION 11 TYP_ OX HEADER 12 SPAN TABLE FOR METAL STUDSRELITE BUTT GLAZE SILL AT FLRNTS PERMIT SET 08/07/2019 L 1 o BUTT • 5.2 ALTERNATE / W 5.2 o 1 1 2"=1'-0" 1 1/2".1'-o- 0 5.2 5.2 218024107\DRAWINGS\ARCHITECTURAL\A5.23.DWG ALS 08/05/19 08:36 1:96.00 GYPSUM BOARD PARTITION SOUND ATTENUATION WSOUND -BATT AS OCCURS ATTENUATION BATT = V . D / AT ALL WALLS, TYP. W =• GYPSUM BOARD WALL AS _ OCCURS _./ L N ILL A S Architecture • Interiors -�40 AD Planning • Engineering 2-4-\ ,..10- "' liw. ALUMINUM TRIM PIECE "CEE" ._...____ W. L W/ 1W' RETURNS, FINISH DOUBLE STUD AT JAMB, TO MATCH WINDOW FRAMES l TYPICAL (ANODIZED BUILDING Portland,OR L'! • STANDARD) 503.224.9560 DOOR FRAME: Vancouver,WA ��f MATCH BLDG STD ip 360.695.7879 VIII 1 •NEOPRENE SEAL Seattle,WA 11W IIIIHIIHIIII. 206.749.9993 www.mcknze.com T 'I: MACKENZIE. STOREFRONT GLAZING IW . II I SYSTEM DESIGN DRIVEN I CLIENT FOCUSED Client W -I J DOOR - TIMELY e. 4. FRAME _ 4)WALL AT EXTERIOR MULLIONHEAD SIMILAR 3"=1'-0" 3"=1'-0" BANK 3 / Project / \► 4 BANNER BANK TENANT NOTE: CEIUNG JOIST MAX SPANS / 1 1 h W 'aLU SUITE 300 IMPROVEMENT 600S137-33 METAL STUD CEILING JOIST A I 1---7 ® 16" oc MAX SPAN 17'-6" W/ BRIDGEPORT CENTER 200U50-54 U-CHANNEL AT MIDSPAN I 7632 SW DURHAM RD. 362S125-18 METAL STUD CEILING JOIST w TIGp►RD, OREGON 97224 • 16" oc MAX SPAN 7-9" I 362S137-33 METAL STUD CEILING JOIST © 16" oc MAX SPAN 10'-8" 1 \\ " © OF BRACE -_—_—_ 2145. 44t1) >K 3041 �� x / I ~ PETER P. ALTO l� / w0 w - .3 �© I ,n ORTLAND, OREGON , . to ' "i4) OF fig' I© 46 B/CEILING •i . +, B/CEILING, I 9 '-O" AFF 9'-0" AFF © MACKENZIE 2019 J---1 _k B/GYP BD ALL RIGHTS RESERVED 8'-10" AFF THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, . WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: CEILING JOIST FRAMING 8 CEILING TRANSITION N� REVISIONS REVISION DELTA 09THIS CLOSING DATE METAL STUDS WITH MIDSPAN SUPPORT AND BLOCKING NTS J a 5.2. @ GYP SOFFIT 1 1/2"=1'-O" T �o SHEET U to . I I I I STRUCTURE AS I I OCCURS I WALL PER PLANS ')._.:c___ 1 1 I ! LIL______,. SHEET TITLE: -�/`— - . INTERIOR BTM OF SAT DETAILS SAQ��GI 9'-0" AFF V . T . . r •' --I Y- SS • ..[ ....-. . '.1,.,:.,: ;�, BTM OF SAT 8'-6" AFF SEE CEILING PLAN I ." .' DRAWN BY: HEZ, ALS CHECKED BY: ADB, PPA f SHEET: A5.24 . , JOB NO. 11 GYPSUM SOFFIT0 2180241D7U 5.2 1 1/2"=1'-O" o PERMIT SET 08/07/2019 (n 218024107\DRAWINGS\ARCHITECTURAL\A5.24.DWG ALS 08/05/19 08:40 1:96.00 DOOR SCHEDULE HARDWAREVt. DOOR OPENING DOOR FRAME HARDWARE H-1: PASSAGE LEVER LOCKSET WITH GLASS KEEPER Q DOOR NO. ROOM NAME DETAIL COMMENTS CR LAURENCE SIZE THK I MATL I FINISH MAIL I FINISH GROUP LHK1 BS • 101A RECEPTION 3'-0"X8'-0" (PAIR) EXISTING DOOR H-2 6 LH15BS Architecture • Interiors PH21ABS 103A CONFERENCE 3'-0"X8'-0" (PAIR) " GL CT AL FF 3/A/A5.20 H-1A 2,4 CRL380HBS Planning • Engineering y PH34BS 103B CONFERENCE 3'-0"X8'-0" y2" SC P HMK P 11/A/A5.20 H-4 PH6OBS 106A OFFICE 3'-0"X8'-0" y" GL CT AL FF 11/A/A5.20 H-1 H-1A: PASSAGE LEVER LOCKSET WITH GLASS KEEPER CR LAURENCE 107A OFFICE 3'-01X8'-0" y" GL CT AL FF 11/A/A5.20 H-1 SIMILAR, MODIFIED FOR PAIR Portland,OR 108A OFFICE 3'-0"X8'-0" Y2" GL CT AL FF 11/A/A5.20 H-1 H-2: ENTRY W/CARD READER 503.224.9560 F86 GRADE Vancouver,WA 109A OFFICE 3'-0"X8'-0" y" GL CT AL FF 11/A/A5.20 H-1 1-1/2 PAIR BUTTS 360.695.7879 110A OFFICE 3'-0"X8'-0" y2' GL CT AL FF 11/A/A5.20 H_1 1 STOP Seattle,WA ELECTRIC STRIKE AND REQUEST TO 206.749.9993 111A OFFICE ( 3'-01X8'-0" y" GL , CT AL FF 11/A/A5.20 H-1 EXIT ON SIDE WITHOUT CARD READER www.mcknze.com CLOSER 112A OFFICE 3'-0"X8'-0" Y" GL I CT AL FF 11/A/A5.20 H-1 H-3: ENTRY W/CARD READER MACKENZIE. 113A OFFICE 3'-0X8'-0" Y2" GL I CT AL FF 11/A/A5.20 H-1 F86 GRADE DESIGN DRIVEN I CLIENT FOCUSED 1-1/2 PAIR BUTTS 114A OFFICE 3'-0'X8'-0" )'" GL I CT AL FF 11/A/A5.20 H-1 1 STOP Client ELECTRIC STRIKE AND REQUEST TO 115A OFFICE ( 3'-0"X8'-0" y2" GL CT AL FF 11/A/A5.20 H-1 EXIT ON SIDE WITHOUT CARD READER CLOSER 116A OFFICE 3'-0"X8'-0" y2' GL CT AL FF 11/A/A5.20 H-1 H-4: PASSAGE LOCKSET 117A CONFERENCE 3'-0"X8'-0" y2" GL CT AL FF 10/A5.20 H-1 2,4 F75 GRADE 701ER 117B CONFERENCE 3'-0"X8'-0" y2" GL I CT AL FF 10/A5.20 H-1 2,4 1-1/2 PAIR BUTTS K 1 STOP 119A BREAK 3'-0"X8'-0" 1-3/4" SC I P HMK P 11/C/A5.20 H-2 CLOSER 1198 BREAK ( 3'-0"X8'-0" EX. EX. P EX. P - H-3 3,6 H-5: BARN DOOR HARDWARE LADDER STYLE PULL , 119C BREAK 4'-4"X8'-2" 1-3/4" SC P SS FF - H-5 7 TOP MOUNT, FLAT TRACK BARN DOOR Project HARDWARE STAINLESS FINISH BANNER BANK 120A IT 3'-0"X8'-0" EX. EX. I P EX. ( P - H-3 i TENANT IMPROVEMENT 121A ELEC 3'-0"X8'-0" EX. EX. P EX. P - H-4 ABBREVIATIONS SUITE 300 122A STORAGE 3'-0"X8'-0" EX. EX. P EX. P - H-4 1 AL ALUMINUM BRIDGEPORT CENTER 125A OFFICE 3'-01X8'-0" y2' GL CT AL FF 11/B/A5.20 H-1 CT CLEAR TEMPERED 7632 SW DURHAM RD. EX/EXIST EXISTING TIGARD, OREGON 97224 126A OFFICE 3'-0"X8'-0" y2' GL CT AL ( FF 11/B/A5.20 H-1 FF FACTORY FINISH FL FLUSH 127A OFFICE 3'-0"X8'-0" y2" GL CT AL FF 11/B/A5.20 H-1 GL GLASS HMK HOLLOW METAL KNOCKDOWN OYji) C 128A OFFICE 3'-0"X8'-0" Y2' GL CT AL FF 11/B/A5.20 H-1 P PAINTED `�L 129A• OFFICE 3'-0"X8'-0" y2' GL CT AL FF 11/B/A5.20 H-1 SC SOLID CORE WOOD ., , 3041 SS STAINLESS STEEL PETER P. ALTO 130A CONFERENCE 3'-0"X8'-0" y2' GL CT AL FF 2/A5.20 H-1 2,5 COMMENTS 1 I '� , '3 131A OFFICE 3'-0"X8'-0" y2" GL CT AL FF 11/B/A5.20 H-1 • • 9ORTLAND, OREGON , . 132A OFFICE 3'-0"X8'-0" y" GL CT AL FF 11/B/A5.20 H-1 1. RELOCATED DOOR, EXISTING DOOR AND FRAME TO MATCH WALL REMAIN. PAINT . 133A OFFICE 3'-0"X8'-0" y2" GL CT AL FF 11/B/A5.20 H-1 INTERIOR FINISH SCHEDULE ON SHEET A1.11 FOR PAINT 'L' OF Qg FINISH 134A OFFICE 3'-01X8'-0" y2" GL CT AL FF 11/B/A5.20 H-1 2. PROVIDE 90 DEGREE HOLD OPEN FUNCTION. 3. EXISTING DOOR AND FRAME TO REMAIN. PAINT INTERIOR 135A OFFICE 3'-0"X8'-0" y2" GL CT AL FF 11/B/A5.20 H-1 (TENANT SIDE) OF DOOR AND FRAME TO MATCH WALL © MACKENZIE 2019 COLOR. ALL RIGHTS RESERVED 136A OFFICE 3'-0"X8'-0" y2" GL CT AL FF 11/B/A5.20 H-1 4. PROVIDE FILM (WF-1)AT GLASS DOOR TO FULL HEIGHT. THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE 5. PROVIDE (WF-1)TO 48IN ANY MANNER 137A OFFICE 3'-0"X8'-0" y" GL CT AL FF 11/B/A5.20 H-1 ( 6. RE-KEY NFEW AND EXISTIING"DOOR HARDWARE.AFF AT GLASS DOOR. UWITDHOUTORRPRIORD UCED WRITTEN PERMISSION ' 138A OFFICE 3'-0"X8'-0" y" GL CT AL FF 11/B/A5.20 H-1 COORDINATE WITH CLIENT. . 7. BARN DOOR REVISIONS: 139A OFFICE 3'-0"X8'-0" ( Y" GL CT AL FF 11/B/A5.20 H-1 z 141A OFFICE 3'-01X8'-0" y2" GL CT AL FF 11/B/A5.20 H-1 0� REVISIONS REVISIONODELTA THISE CLOSING DATE it o SHEET 142A CONFERENCE 3'-0"X8'-0" X" GL CT AL FF 6/A5.20 H-1 I 2,5 • 144A HALL 3'-0"X8'-O" f EX. EX. P EX. I P I - H-3 I 3,6 •1 I 145A OFFICE 3'-0"X8'-0" y2" GL CT I AL I FF 11/B/A5.20 H-1 ( 6 I I • DOOR SCHEDULE GENERAL NOTES I I A. DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 36"TO 38"ABOVE THE FLOOR. PANIC HARDWARE SHALL BE BETWEEN 36"TO 42". • • B. MAINTAIN MINIMUM CLEAR WIDTH AT STRICK SIDE 18"AT PULL SIDE, 12"AT PUSH SIDE. , C. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING: SHEET TITLE: D. EXTERIOR DOORS 8.5 LBS E. INTERIOR DOORS 5 LBS DOOR SCHEDULE F. FIRE DOORS 15 LBS AND NOTES G. EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY, SPECIAL EFFORT OR SPECIAL KNOWLEDGE. NO LATCH OR LOCKING DEVIDE EXCEPT PANIC HARDWARE PERMITTED. H. DOOR OPENING HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT AND SHALL NOT REQUIRE TIGHT GRASPING OR TWISTING OF THE WRIST. I. EXIT DOORS SHALL NOT BE LESS THAN 3'-0"IN WIDTH AND 6'-8"IN HEIGHT. PROJECTIONS, INCLUDING PANIC HARDWARE, SHALL NOT REDUCE THE OPENING TO LESS THAN 320 CLEAR WIDTH. J. ALL GLAZING IN DOORS,ALL GLAZING LESS THAN 18"FROM FINISHED FLOOR,AND GLAZING WITHIN 24"OF DOORS AND LESS THAN 60"FROM FINISH FLOOR SHALL COMPLY WITH ALL LOCAL BUILDING CODE REQUIREMENTS FOR SAFETY GLAZING. (USE 1/2"TEMPERED GLASS MINIMUM, UNO.) K. HANDLES, PULLS, LATCHES, LOCKS,AND OTHER OPERATING DEVICES ON DOORS, CABINETS, PLUMBING FIXTURES AND UTILITY FACILITIES DRAWN BY: HEZ, ALS SHALL HAVE LEVER OR OTHER SHAPE PERMITTING OPERATION BY WRIST OR ARM PRESSURE AND NOT REQUIRING TIGHT GRASPING PINCHING OR TWISTING TO OPERATE,THE FORCE REQUIRED TO ACTIVATE SUCH EQUIPMENT, OTHER THAN EXTERIOR DOORS, SHALL BE NO GREATER CHECKED BY: ADB, PPA THAN 5 POUNDS-FORCE. , L. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION ON DOORS AND DOOR HARDWARE. SHEET: M. COORDINATE WITH TENANT SECURITY VENDOR FOR SECURITY REQUIREMENTS. A6•1O , JOB NO. 2180241.07 PERMIT SET 08/07/2019 218024107\DRAWINGS\ARCHITECTURAL\A6.10.DWG ALS 08/05/19 08:40 1:96.00