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Plans (5) BUP2020 -00017 OFFICr- COPS OFpIrp r[1PY c D � 6L.. Y•,i,iti '1c S ,. ISI Wav _ F�m�■ JAN 7 2 q 9 •'�8"ts{ k� �� f c � - E '•,. i i t �T .. ,) i > s EVVED t �� � 020 OF TIGARD "np — ■ P _ - BUIL NG ON10-"Gtr fl Road i < ]J Architecture ■ Interiors BANNER BANK o=" =t SITE Planning • Engineering d SDvNwast DaMam Rid ,I ► . TENANT IMPROVEMENT ♦- 9 s nee; �� � � � BRIDGEPORT CENTER - SUITE 3002249560 100 Vancouver, WA 11` - 7632 SW DURHAM RD , 35ert�, WA I 206.749.9993 . Ou+hnm P '. `I""D,K TIGARD , OREGON www.mcknze.com 1 , . } . 0 MACKENZIE . tt:lmlov. _ / DESIGN DRIVEN I CLIENT FOCUSED Last�mrx, t' Client ti seo j VICINITY MAP 2 SITE MAP PROJECT GENERAL NOTES INDEX OF DRAWINGS 0.0 NOT TO SCALE 0.0 NOT TO SCALE A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES GENERAL NN ER GO.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 SUMMARY LEGEND AO.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 EXIT EXIT ACCESS A1.10 FLOOR PLAN AND NOTES BANNER BANK C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION A1.11 FINISH FLOOR PLAN, FINISH SCHEDULE AND NOTES ® ILLUMINATED EXIT SIGN PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES A1.20 REFLECTED CEILING PLAN AND NOTES TENANT IMPROVEMENT FIRE EXTINGUISHER LOCATION PRIOR TO START OF WORK. ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT A5.20 INTERIOR ELEVATIONS SUITE 3OO REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST A5.21 INTERIOR ELEVATIONS NOT IN SCOPE TO THE OWNER. A5.22 INTERIOR CASEWORK DETAILS BRIDGEPORT CENTER A5.23 INTERIOR DETAILS ® D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND A5.24 INTERIOR DETAILS 7632 3W DURHAM RD. SUGGESTED PATH OF EGRESS ILLUMINATION THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE A6.10 DOOR SCHEDULE AND NOTES TIGARD, OREGON 97224 EXISTING WALL TO REMAIN PLANS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. _ - o E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL ® EXISTING DEMISING WALL TO REMAIN INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER T; ® NEW WALL TO UNDERSIDE OF CEILING,SEE 2/A5.23 SCALE, AND DETAILS TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, SCOPE O F WORK ~��� 04C�f� ® NEW PARTIAL HEIGHT WALL, SEE 6/A5.22 THE HIGHEST COST OPTION SHOULD BE PRICED. PETER P. ALTO F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS y OF APPROXIMATELY 11,204 SQUARE FEET ON THE THIRD FLOOR OF THREE FLOORS —` �I G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR TOTAL. WORK TO INCLUDE DEMOLITION, NEW WALLS, NEW DOORS AND GLAZING, NEW ,n ORTLAND, OREGON „� p ___ ELEVATION" (FIFE) REFER TO FINAL FINISHED FLOOR ELEVATION, WHETHER BUILT-UP ELECTRICAL, NEW SINK, NEW CASEWORK, AND RECONFIGURATION/ADDITION OF ?i T SLAB, COMPOSITE DECK, OR RAISED ACCESS FLOOR. LIGHTING & MECHANICAL DISTRIBUTION. H. DO NOT SCALE DRAWINGS. VALUATION: $280,100 OF C I I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE I WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. TENANT APPROVAL. © ALM IGHTS CKENZIRESOEIRVED iI J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR THESE DRAWINGS ARE THE PROPERTY LONOM OOMJON PATH OF EOE ■ W-2R REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, OF TIGARD REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. WITHOUT PRIOR WRITTEN PERMISSION O _ K. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR WORK. THE CONTRACTOR WILL COORDINATE CLEAN UP OF ALL AREAS AFFECTED BY DESIGN/CODE DATA REVISIONS: 1 DUST OR ANY MATERIALS, BOTH DURING CONSTRUCTION AND UPON COMPLETION OF 0Q REVISIONS REVISION DELTA ___ THE PROJECT, INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE GOVERNING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE » THIS CLOSING DATE _ O - a I SPACE IS READY FOR OCCUPANCY BY TENANT. OCCUPANCY: B �o SHEET CONSTRUCTION TYPE: TYPE II-B ------ 0I I--- '�-__� I L. ALL DESIGN-BUILD ITEMS, SYSTEMS,AND ELEMENTS ARE TO BE SUBMITTED FOR TENANT AREA: APPROXIMATELY 11,204 SQUARE FEET - 'I L- —— — — REVIEW AND APPROVED BY MACKENZIE. OCCUPANCY LOAD: 113 �I M. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY - �-j;�; � �® '. STORED AND PROTECTED UNTIL IT IS REMOVED FROM THE SITE BY THE OWNER. 2 REQUIRED EXITS, 3 EXITS PROVIDED. CONTRACTOR SHALL COORDINATE WITH THE OWNER. ALL EXITS ARE EXISTING AND WILL HAVE APPROPRIATE EXIT SIGNAGE BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION - �5` - -- - CONTACTS DEFERRED SUBMITTAL - ------- -- 2014 OSSC SECTION 107.3.4.2 (BY SEPARATE PERMIT) SHEET TITLE: i FIRE SPRINKLER MECHANICAL PROJECT ARCHITECT OWNER INFORMATION, C FIRE ALARM ELECTRICAL MACKENZIE FELTON PROPERTIES 1515 SE WATER AVE, SUITE 100 EXIT ILLUMINATION PLUMBING CODE PLAN PORTLAND, OR 97214 CONTACT: JEFF BORLAUG + SITE 111 TEL: 503.227.5799 NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE MAP, VICINITY MAP, ''I���r CONTACT: ALEXIS BAUER EMAIL: JEFF@FELTONPROP.COM AND NOTES I x �-•- m m SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE TEL: 503.224.9560 SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT EMAIL: ABAUER@MCKNZE.COM TENANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR BANNER BANK REVIEW PRIOR TO SUBMITTAL < CONTRACTOR 6149 N MEERKER PLACE #200 --� y✓� , �� COMMERCIAL CONTRACTORS, INC BOISE, ID 83713 DRAWN BY: HEZ, ALS 5573 SOUTH 1ST CIRCLE RIDGEFIELD WA 98642 CONTACT: SHAWN METIER IITEL: 208.424.2824 CHECKED BY: ADB, PPA CONTACT: JAKE MONEY EMAIL: SHAWN.METIER@BANNERBANK.COM Ij TEL: 360-887-7234 SHEET: EMAIL: JAKE@CCIGC.COM CCB #: 123729 �g G0.01 TnS 3 CODE SUMMARY PLAN L 7oe - :# lrw,a, O.O THIRD FLOOR I SCALE: 1/16"=1'-0" tr1� ::)10 JOB N0. t r1�,P;)„waad 2180241.07 aoxviwivoo q- aoa mo�aaamaieax PERMIT SET 08/07/2019 ��^�O '^�� 218024107\DRAWINGS\ARCHITECTURAL\GO.01.DWG ALS 08/05/19 08:39 1:96.00 AdOO 331ddO SYMBOLS AND REFERENCES ARCHITECTURAL GENERAL NOTES T PROJECT NORTH A. OVERALL FLOOR PLANS ARE INTENDED TO IDENTIFY ENTIRE FLOOR AREA. SEE INDIVIDUAL AREA PLANS FOR SPECIFIC DIMENSIONS, DETAILING, PARTITION TYPES,AND ADDITIONAL INFORMATION.PROJECT NORTH B. SEE SPAN TABLE ON SHEET A5.23 FOR STUD SPACING C. PROVIDE T0"CLEAR MINIMUM TO BOTTOM OF STRUCTURE, MECHANICAL El BRAILLE A FILLED ARROW DUCTS, LIGHTING, SPRINKLERS, ETC. HC SIGNAGE__1*, SIGNAGE INTERIOR ELEVATION 12 DETAIL# D. ALL WALLS ARE TO UNDERSIDE OF CEILING GRID UNLESS OTHERWISE NOTED. Architecture m Interiors SHEET# SWITCHES AND FH C, FVC, HANDLE KEY MARK =A E. ADD SOUND INSULATION IN ALL NEW WALLS, EXCLUDING PARTIAL HEIGHT WALLS. Planning m Engineering T 'L SHE SUB CATEGORY ENVIRONMENTAL OR FEC SUB CATEGORY CONTROLS CATEGORY F. REFERENCE DOOR SCHEDULE FOR DOOR TYPE DESIGNATION AND ADDITIONAL INFORMATION. (00 G. SEE CODE ANALYSIS PLANS FOR FIRE EXTINGUISHER LOCATIONS. (0 I OUTLETS KEYNOTE 0 H. PROVIDE BLOCKING AS REQUIRED ADJACENT TO FIRE EXTINGUISHERS FOR OWNER INSTALLED AED m: — 00 % CE 0 = OFFIC 0 STATIONS Portland,OR E­*� SPACE NAME co SPACE # 503.224.9560 114 ROOM/SPACE IDENTIFICATION kW 1. CONTRACTOR TO COORDINATE WALL MOUNTED FURNITURE, INCLUDING BUT NOT LIMITED TO, Vancouver,WA z EXIS FLOOR FINISH CABINETRY, PROJECTION SCREENS,WHITE BOARDS,TELEVISIONS, ETC.AND PROVIDE NECESSARY 360.695.7879 P RB W LL S NOTE: CONFIRM WITH ELECTRICAL DRAWINGS z WALL BASE FINISH BLOCKING AS REQUIRED. W LL I IS Seattle,WA 0 WALL FINISH J. CONTRACTOR SHALL COORDINATE DELIVERY AND INSTALLATION OF OWNER FURNISHED EQUIPMENT 206.749.9993 SWITCHES AND FIRE HOSE CABINET / m WITH THE OWNER. www.mcknze.com A ADA SIGNAGE BI & OUTLETS FIRE EXT. CABINET < F F Fc] 1& 0 < DOOR SYMBOL NUMBER 901A K. ALL DIMENSIONS TO FACE OF FINISH, UNLESS OTHERWISE NOTED.ALIGN FINISHES WHERE K�1_ ADA MOUNTING HEIGHTSINDICATED. MACKENZIE. REVISION #REVISION MARK L. WALL THICKNESSES ARE NOMINAL UNLESS OTHERWISE NOTED. DESIGN DRIVEN I CLIENT FOCUSED \60.01) 1/4"=V-0-1 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 F REVISION CLOUD OF DOORS INDICATE REQUIRED CLEARANCES BETWEEN CLEAR DOOR OPENING AND ADJACENT FINISH. F_ z N. ALL DIMENSIONS SHOWN AS PLUS/MINUS (+/-)ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. 0 (0 z N 12NER ' MIN BOTH LATCH JAMB.O. DOORS NOT DIMENSIONED ARE TO BE LOCATED 4" FROM FACE OF WALL TO OUTSIDE EDGE OF BANK MIN AND CLOSER P. ELECTRICALIDATA 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 FRONT APPROACH-SWINGING DOORS ELECTRICIAN TO CONFIRM ALL LOCATIONS AND REQUIREMENTS PRIOR TO START OF BANNER BANK CONSTRUCTION.] TENANT IMPROVEMENT F_ Q. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN SUITE 300 54" MIN PERFORMED ON 06/24/2019,WHILE VACANT AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS z z o Z 11 BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD BRIDGEPORT CENTER % MI 4:36" MI VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. 7632 SW DURHAM RD. (0 to 22" 12p#1 F_ _21 CN TGARD, C*E<M 97224 6d 3:42" MIq _�"_�F BOTH LATCH R. ALL ELECTRICAL OUTLETS TO BE WHITE, UNLESS NOTED OTHERWISE. Z I I I _J AND CLOSER CO - z 04 S. ALL ELECTRICAL OUTLETS TO MATCH BUILDING STANDARD, UNLESS NOTED OTHERWISE. T. COORDINATE AND REFER TO MECHANICAL AND ELECTRICAL DISCIPLINES FOR SPECIFIC INFORMATION, LOCATIONS., DIMENSIONS, CONNECTIONS, AND PENETRATIONS. 61� � , U. SEE PERMIT DRAWINGS FOR ADDITIONAL INFORMATION. C� 3041 - HINGE SIDE APPROACH PETER P. ALTO SWINGING DOORS FRONT APPROACH-SLIDING DOORS SLIDE SIDE APPROACH-SLIDING DOORS V. PATCH AND REPAIR EXISTING CONDITIONS DAMAGED BY NEW WORK TO NEW CONDITION. h 0-3 W. ALL EXISTING BUILDING ELEMENTS TO REMAIN UNLESS NOTED OTHERWISE. W1 - C� * X. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY ORTLAND, OREGON 4j�� 1�% 0 0 UJ COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING. J0 _J a Q 0 cc) 5 24- 5 24" U_0 CN U_0 Y. 100%SPRINKLERS TO BE MAINTAINED THROUGHOUT IN ACCORDANCE WITH THE LATEST ADDITION OF OF NFPA 13. 2410 MIN co z Z. WHERE PLUMBING IS TO BE REMOVED, REMOVE ALL FIXTURES, LINES, ETC.TO SURFACE OF SLAB MIN AND CAP, UNLESS OTHERWISE NOTED. MACKENZIE 2019 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY AA. 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 LATCH SIDE APPROACH -SWINGING DOORS LATCH SIDE APPROACH -SLIDING DOORS AB. DO NOT OVERCUT CORNERS AT NEW WALL PANEL/FLOOR SLAB OPENINGS. r— I AC. RE-USE ALL DEMOLISHED COMPONENTS (DOORS,WINDOWS, LIGHTS, ETC)WHERE REVISIONS: z 0"" K ADA DOOR CLEARANCES POSSIBLE. SERVICE OR REPAIR TO PROVIDE LIKE NEWOPERATION AND APPEARANCE. < REVISIONS REVISION DELTA o< REVISIONS 5; THIS CLOSING DATE AD. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO OWNER FOR FUTURE USE. SHEET \,A0.01/ 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. E SHEET TITLE: ARCHITECTURAL PLAN SYMBOLS AND 2F-0" REFERENCES, ABBREVIATIONS, ADA REOUIREMENTS, AND NOTES DRAWN BY: HEZ, ALS X CHECKED BY: ADB, PPA 0 -1 < NOTE: COORDINATE to LOCATION OF CABINET wl SHEET: AIE TO ENSURE NO CONFLICT wl DOOR SWINGS. FIN. FLR. AO,01 ELEVA11ON K _ FIRE EXTINGUISHER CABINET JOB NO. 2180241.07 3 � \�ko.OV SEMI—RECESSED IN METAL STUD WALL 1 1j2"=1'-0" PERMIT SET 08/07/2019 LL 218024107\DRAWINGS\ARCHITECTURAL\A0.01.DWG ALS 08/05/19 08:39 1:96.00 Architecture IS Interiors Planning IS Engineering Portland, OR 503.224.9560 Vancouver,WA 360.695.7879 Seattle,WA 206.749.9993 www.mcknze.com ® MACKENZI E. '448 DESIGN DRIVEN I CLIENT FOCUSED Client +40 x` +SE KEYNOTES NN1 BANK 1. DISASSEMBLE EXISTING CABINETRY AND RETURN TO BUILDING OWNER.SALVAGE PLUMBING FIXTURES AND APPLIANCES FOR REUSE. --==';a 6 • :77-1 ____ ------------ 1 G WALL COVERING. PATCH AND REPAIR WALL AS REQUIRED. __.,,,,,,__ ___,,,,__._. . ; 2 REMOVE EXISTIN • SJ — rrh `• ---- 1 " d 3. REMOVE EXISTING FIRE EXTINGUISHER CABINET AND SALVAGE FOR REUSE. " 4. EXISTING THERMOSTAT TO BE RELOCATED PER NEW CONSTRUCTION. r 2 5. REMOVE EXISTING DOORS,SAVE FOR RELOCATION. Project j D„�za 6. DEMOLISH CARPET WHERE INDICATED, PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES BANNER BANK 7. REMOVE EXISTING DOOR, EXISTING FRAME TO REMAIN. TENANT IMPROVEMENT SUITE 300 ----------------------------------------------------------I LEGEND BRIDGEPORT CENTER 7632 SW DURHAM RD. TIGARD, OREGON 97224 M y 07 =+ 9= EXISTING CONSTRUCTION TO BE DEMOLISHED N m 1,►7 7 o EXISTING WALL TO REMAIN AA � s ® EXISTING DEMISING WALL TO REMAIN i9 A EXISTING OUTLET AND TELEPHONE/DATA TO REMAIN ��� 3041 fj u PETER P. ALTO r' rr '- 05 + EXISTING QUADPLEX OUTLET �J y DEMOLISHED OUTLET AND TELEPHONE/DATA �n ORTLAND, OREGON • 5 3 q:', FE EXISTING THERMOSTAT TO REMAIN ,GO OF ”' J -- Q 1; DEMOLISHED THERMOSTAT Q EXISTING BASE FEED LOCATION TO REMAIN yj i•iP ! ___, 411 gF DEMOLISHED BASE FEED LOCATION © ALL RIGHTSIRESERVED all I • THESE DRAWINGS ARE THE PROPERTY • EXISTING COVERPLATE OF MACKENZIE AND ARE NOT TO BE FE DEMOLISHED FIRE EXTINGUISHER LOCATION USED OR REPRODUCED IN ANY MANNER, "' •-• WITHOUT PRIOR WRITTEN PERMISSION ffh REVISIONS: Z W, REVISIONS REVISION DELTA `» THIS CLOSING DATE �p SHEET 1 DEMOLITION FLOOR PLAN 1 I I 1 1 SHEET TITLE: DEMOLITION FLOOR PLAN AND NOTES DRAWN BY: HEZ, ALS CHECKED BY: ADB, PPA SHEET: A1 .01 ,JOB NO. 2180241.07 PERMIT SET 08/07/2019 218024107\DRAWINGS\ARCHITECTURAL\A1.01.DWG ALS 08/05/19 08:39 1:96.00 I Architecture - Interiors Planning • Engineering ---------- + Portland, OR 503.224.9560 ® Vancouver, WA :_::::---- I 360.695.7879 REMOVE EXISTING CEILING TILE, EXISTING GRID TO REMAIN EXISTING CEILING GRID AND TILE TO REMAIN + + + Seattle, WA + 206.749.9993 KEYNOTES www.mcknze.com a•"".........?----------!---------- `--------- --------- _______ __ + ---------- (D ---- M ----------- ----------- ------------ TO BUILDING OWNER KEN Z I 1 REMOVE EXISTING CEILING TILE FROM EXISTING CEILING GRID AND RETURN AC ,_ 2. DEMOLISH EXISTING GRID AND TILE AND PREPARE AREA FOR NEW WORK. __--_-- DESIGN oarvse I CLIENT rocusso ® 3. REMOVE PENDANT FIXTURES AND RETURN TO BUILDING OWNER. ----------'----------'-----------i------------L Client --------- ---- --- ----- -------- a= .........x son 'i O R� Y i i ' ::__.... + + + + R + NNE BANK LEGEND -----i--- ® - 1""""""""""' t"" " I T"""' { I --' EXISTING CONSTRUCTION TO BE DEMOLISHED Project `--------- ' ---------- r - ---------- o EXISTING WALL TO REMAIN IMPROVEMENT BANNER BANK I NA + + + + + ® EXISTING DEMISING WALL TO REMAIN SUITE 3W is =-----------+-----------+-----------+-----------+--------- r- - CEILING GRID TO BE DEMOLISHED ------- BRIDGEPORT CENTER + I I I I EXISTING CEILING GRID 7 ` 2 sW SIAM Imo' iitrtr TN3ARD, OREQON 97224 + + + ® EXISTING 2'X4' LIGHT FIXTURE TO REMAIN DEMOLISHED 2X4 LIGHT FIXTURE - - --' ,,,,,,,,,, � _' DEMOLISHED RECESSED CAN LIGHT FIXTURE - - �� 304, r� PETER P. ALTO � DEMOLISHED PENDANT LIGHT FIXTURE ® EXISTING SUPPLY/RETURN VENT TO REMAIN a EXISTING RECESSED CAN LIGHT FIXTURE TO REMAIN f jyVAdiRND, OEGON • + + + + + 9 + + + + :::::::::: :::::::::: + + EXISTING EXIT SIGN OF O + FS EXISTING FIRE STROBE r + + + © MACKENZIE 2019 ALL RIGHTS RESERVED 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 mREVISIONS REVISION DELTA 5-1 THIS CLOSING DATE Wo SHEET 1 .0 1/8"=V-0" 4 SHEET TITLE: DEMOLITION REFLECTED CEILING PLAN AND NOTES DRAWN BY: HEZ, ALS CHECKED BY: ADB, PPA SHEET: A1 .02 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"t 1 II I) II I� II CONFERENCE / 142 II II II II OFFICE ■ u _ � 141 1A �� 5 ''�J Architecture Interiors Ulj uLll1 Planning • Engineering 141A OPEN OFFICE 146 2 a ,42A GENERAL NOTES HALL y 3,$" 4 M OFFICE Portland,OR 144 � 6 U 139 A. SEE A1.11 FOR INTERIOR FINISHES AND ACOUSTICAL PANEL LOCATIONS, Portland,OR BF g� 60 Z A5.20 139A B. NO VOC PAINT SYSTEMS TO BE UTILIZED,TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. Vancouver, WA C. CONTRACTOR TO REUSE EXISTING APPLIANCES, PROVIDE NEW REFRIGERATOR AND MICROWAVE TO 360.695.7879 18 10'-0" 10'-0" 10'-0" 9- " 13 13 Paan A5.21 2 f38A MATCH EXISTING. Seattle, WA 145A OPEN OFFICE D. INTERIOR ALL GLASS DOORS AND SIDELITES TO BE ALUMINUM FRAMED SYSTEM AS MANUFACTURERED 206.749.9993 IT w+„ • OFFICE 138 1 BY CR LAURENCE TO INCLUDE THE FOLLOWING: WWW.mcknze.com 4 f,se 120 ELEC 14 140 1. WU1 BSA BRUSHED ANODIZED ALUMINUM GLAZING CHANNELS AT HEAD. 1p-0" OC OFFICE OFFICEffFFICE OFFICE M AC K E N Z I E. 9121 2. WUSBSA BRUSHED ALUMINUM BOTTOM CHANNEL AT SIDELITES. DESIGN DRIVEN I CLIENT FOCUSED 3. "CLEAR TEMPERED GLASS WITH FLAT POLISHED EDGES AT DOORS AND SIDELITES. 120A 121A N Client +� D E. COORDINATE FINAL FLOOR MONUMENT AND BASE FEED LOCATIONS WITH TENANT/TENANTS 8 13 �� OFFICE FURNITURE VENDOR PRIOR TO BEGINNING CONSTRUCTION. e IBJ 113A 114A 115A 116A BREAK ` 5102• • 2 137A _2 103B Q -, -1 I 119C 13'-0" 122A NNE R ac. 10 A5.21 2 2 BF 136A BANK 'w"ILL • OFFICE 4 13 • 5 x x CONFERENCE 8'-0" ,r7B REF 11 3 136 1 T RECEPTION103 4 T VI ;l 7 OFFICE OFFICE OFFICE OFFICE 101 ONFERENCE OPEN 131 132 133 134Le QV OFFICE fo,a 3 fo3A e 12 117 +118 11 Project [ ] o rn 10 0 ,35A BANNER BANK A5.20 7 8 A5.20 OFFICE 14w TENANT IMPROVEMENT A5.20 A5.20 135 5 4 119A131A ,32A i33A 234A KEYNOTES SUITE 300 8'-0" D D 10'-2" 10'-0" 10'-0" 10'-11 5,-0" 15'-0" • 2 + 1f7A CEJ 5' 1. CENTER NEW WALL AT EXISTING MULLION.SEE DETAIL 4/A5.24 REMOVE EXISTING WALL COVERING. BRIDGEPORT CENTER GR - O COPY/WORK 18"CLR _ ___ PATCH AND REPAIR WALL AS REQUIRED. 22'-3}" = 123 U T 2. ALIGN FACE OF NEW WALL WITH FACE OF EXISTING WALL OR COLUMN. 7632 SW DURHAM RD. • 22 4 "" 3. 58"AFF PARTIAL HEIGHT WALL WITH SOLID SURFACE(SS-1).SEE DETAIL 6/A5.22 Tom. OREGON 97224 L) AS 21 o U 2'-5" CONFEREN E 4. PROVIDE ONE LAYER OF GYPSUM FURRING (SEE ELEVATION B/A5.20) RE 4 A5.21 A5 20 7 A5.21 7 BF OPEN 130 5. OWNER FURNISHED CONTRACTOR INSTALLED TV WITH RECESS CABLE BOX.CONFIRM FINAL MOUNTING OFFICE 2 WELCOME BF O14 BF 124 A5 20 e HEIGHT WITH TENANT. 3 102 iv In 6 6. CLERESTORY WINDOW,SEE ELEVATIONS ON SHEET A5.21 6 m 17'-2" OPEN OFFICE "` 7. PROVIDE DUAL HEIGHT DOUBLE BASIN UNDERMOUNT STAINLESS SINK. ELKAY ELUHAD312055RPD(OR 3041 `f 105 ,,,A „2A SIMILAR) PROVIDE 30"CLEAR FLOOR SPACE FOR SIDE APPROACH. ~ PETER P. ALTO ,3oa 8. PROVIDE 15 GALLON WATER HEATER AT STORAGE 122. C� fosA 6 ,25A 4 2 2 9. PROVIDE COOLING/EXHAUST AT IT 120.CONFIRM FINAL REQUIREMENTS WITH TENANT. y 6 107a ,osA ,osA f,oA 126A 127A 1zeA 129A 10. FUTURE WALLS/DOORS SHOWN AS HALF TONE AND DASHED FOR REFERENCE ONLY. , VORTLAND, OREGON �1 OFFICE OFFICE OFFICE C O 11. PROVIDE WATER LINE FOR TENANT PROVIDED COFFEE MAKER. 111 112 125 12. PROVIDE ELECTRICAL ROUGH IN FOR TENANT PROVIDED SECURITY SYSTEM MONITORS. COORDINATE 7 OFFICE FINAL PLACEMENT AND REQUIREMENTS WITH TENANT. OF Og 106 OFFICE OFFICE ^ OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE 13. NEW CARD READER LOCATION. COORDINATE REQUIREMENTS WITH TENANT. 107 108 109 110126 127 128 129 14. PROVIDE UNDERCOUNTER LIGHTING. MOUNTED AT FRONT OF CABINET.SEE ELEVATIONS FOR MORE as INFORMATION. C MACKENZIE 2019 2 2 @ ALL RIGHTS RESERVED THEDRAWINGS_ PERTY Q_ _4 '' Q 1 UUV h OF MACCKENZE AND RARE NOTE THE TOBE LEGEND USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 1 1 1 o EXISTING WALL REVISIONS: ® EXISTING DEMISING WALL Z 0 N,< REVISIONS REVISION DELTA ® NEW PARTIAL HEIGHT WALL 5-1 THIS CLOSING DATE Iwo SHEET 1 FLOOR P LAN NEW WALL TO UNDERSIDE OF GRID(SEE DETAIL 2/A5.23) e EXISTING COVER PLATE I I V EXISTING OUTLET AND TELEPHONE/DATA O EXISTING THERMOSTAT I I EXISTING QUADRUPLEX OUTLET I I FLUSH FLOOR MONUMENT (CONFIRM FINAL PLACEMENT WITH TENANTlTENANT'S FURNITURE VENDOR) NEW OUTLET AND TELEPHONE/DATA SHEET TITLE: Alf NEW DEDICATED OUTLET FLOOR PLAN, lr 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/AO.01 O 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\A7.10.DWG ALS 08/05/19 08:39 1:96.00 CONFERENCE OFFICE ■ 143 141 F ��� CPTArchitectureCPT Architecture ■ Interiors � { P RB W11 -� L(J1... . JL tJl: Planning ■ Engineering GENERAL NOTES HALL 4 OFFICE A. PATCH AND REPAIR ALL EXISTING WALLS WHERE AFFECTED BY NEW WORK. Portland, OR 144 140 503.224.9560 GPT CPT B. PAINT NEW AND EXISTING WALLS. NO V.O.C. PAINT SYSTEMS TO BE UTILIZED,TO INCLUDE PRIMERS AS Vancouver,WA P RB P RB WELL AS FINISH PRODUCTS. 360.695.7879 2 v 2 d G. ALL WALLS TO BE PAINTED P-1 UNLESS OTHERWISE NOTED. Seattle, WA 206.749.9993 OFFICE H. EXISTING CARPET TILE TO REMAIN, UNLESS NOTED OTHERWISE. PROVIDE NEW WALL BASE(RB-1) OPEN 139 THROUGHOUT www.mcknze.com OFFICE micipT CpP I. CENTER FLOORING TRANSITIONS AT CENTER OF DOOR JAMBS, UNLESS OTHERWISE NOTED. ♦ �/ r \ 1 7 ' C OFFICE OFFICE OFFICE OFFICE `' IT ELEC p Rg MACKENZIE. G N L G . 120 PP 21 OFFICEJ. PROVIDE SCHLUTER METAL MT-1 FINISHING EDGE AT ALL FLOORING MATERIAL TRANSITIONS, UNLESS ossiae o.rveR cuenr rocusso 113 114 115 116 EXIST XIST 45 B ( ) CPT CPT CPT CP7 P X EX GpT OTHERWISE NOTED. Client P RB FP RB P RB P RB [�pl RB K. INSTALL CARPET INSETS AT ALL ELECTRICAL FLOOR MONUMENT LOCATIONS, CARPET TO MATCH OFFICE 137 ADJACENT FLOORING MATERIAL. STOR. CPT 1 AISI P RBPX KEYNOTES NNER 1. PAINT DOOR AND FRAME TO MATCH WALL COLOR. USE SEMI-GLOSS PAINT BANK OFFICE 2. PAINT INTERIOR PUSH SIDE OF DOOR AND FRAME TO MATCH WALL COLOR(USE SEMI-GLOSS PAINT). P-5 CONFERENCE 7 3 136 103 cPT EXISTING FINISH ON CORRIDOR SIDE TO REMAIN. cpT OFFICE OFFICE OFFICE OFFICE P RB p Rg 131 132 133 134 3. ALIGN FLOOR TRANSITION WITH FACE OF WALL. CONFERENCE OPEN - CPT CP7 —CPT CPT 4. PROVIDE FILM (WF-1)AT DOOR AND GLAZING TO a8'A F.F. Project RECEPTION 1.17 5 OFFICE P RB P RB P RB p RB 5. PROVIDE FILM (WF-1)AT DOOR AND GLAZING, ENTIRE HEIGHT OF GLASS. BANNER BANK 101 GpT _ _ TENANT IMPROVEMENT CPT p R� cP$ O 136E 6. ALIGN FLOORING TRANSITION W/EDGE AT BOTTOM OF CASEWORK. SUITE 300 7 WHITE BOARD/TACK PANEL LOCATIONS FOR REFERENCE ON CONTRACTOR P 4 , A TOR TO COORDINATE ... ` . 1 . . _ INSTALLATION WITH TENANTO BRIDGEPORT CENTER CPT ONLY, C COPY./WORK '. T SCHEDULE OF INTERIOR FINISHES ' , OREWN9 224 6 5 HALL CG G-1 123 CG 1 G 1 1Q4 Gpf _ _ ^VMREBOARO/IAC. PANELS CpT' P RB _ OPEN FERE .7 CEILING CG. CONFERENCE WELCOME P RB OFFICE 130 G1 CG G1 102 SAT-1: ROCKFON; ALASKA SQUARE TEGULAR, NARROW, SIZE: 2'-0"X4'-0". 12qRB 4 RR P - CPT - � CP � � � P RB. P RB OPEN OFFICE P WD-1 (WOOD WALL PANEL) ARMSTRONG; WOODWORKS LINEAR VENEERED PANELS; CONSTANTS 105 WALNUT; NOMINAL 6"WIDE PANELS; PLANKS TO RUN HORIZONTAL; INSIDE ANGLE USED FOR PETER RIALTO r� .cPT EDGE PROTECTION, WITH 4"WOODWORKS ALUMINUM SUBSTRATE TRIM P RB REP CONTACT ZACH THON 801-388-1990 y WALLS ,�y ORTLAND, OREGON �1 OFFICE OFFICE OFFICE AP-1: (ACOUSTIC PANEL) 3FORM; SOLA FELT; HUSH CLOUD; COLOR: NICKEL; PATTERN: PLAIN; ri PP1 RB PPR PP2RB JOINTS: BUTT JOINED; 44"X 96" PANELS; PROVIDE CLEAN SEAMSOl O�OFFICE" .. T PT pp ARB OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICECG-1: (CORNER GUARD) CS ACROVYN, FS-20N, FULL HEIGHT OF WALL #262107 108 109 pp 10 PPRB PP 28 129 P-1: (GENERAL PAINT) SHERWIN WILLIAMS; SW7015 REPOSE GRAY; SATIN/EGGSHELL FINISH MACKENZIE 2019 CFF RB PCPR6 - PCPRB _ PRB FPWRI3 PRB P PRB ALL RIGHTS RESERVED 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, 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 of REVISIONS REVISION DELTA FINISH FLOOR PLAN SJ THIS CLOSING DATE SHEET WF-1 (WINDOW FILM) 3M LINEN 1Q.yi MILLWORK PL-1: WILSONART; STANDARD HPL; NEO WALNUT# 7991-38; FINE VELVET FINISH; DIRECTION: WOOD GRAIN TO RUN VERTICALLY; EDGEBAND: COLOR TO MATCH PL-2: WILSONART; PREMIUM HPL; MAGNOLIA#5012-K19 LENO WEAVE FINISH; AEON SCRATCH RESISTANCE; PATTERN TO RUN VERTICALLY; EDGEBAND: COLOR TO MATCH FINISH LEGEND SS-1 COSENTINO; SILESTONE; MIAMI WHITE 17 D EXIST EXISTING FLOORING TO REMAIN FLOORING SHEET TITLE: FINISH FLOOR PLAN CPT-1: BENTLEY; 4TUT0 TAGLINE STRIPE; 408110 GOOD AS GOLD; AFFIX BACKING; SIZE: 18"X36"; BRICK FINISH SCHEDULE, CPT-1 CARPET TILE (EXISTING TO REMAIN) INSTALLATION AND NOTES LVT-1: MOHAWK; SECOYA C009#936 CONVERSE BASIN; SIZE: 9"X 59"X 5MM; REFER TO FINISH PLAN ® 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 – — — — — – WB-1 WHITE BOARD FINISHING EDGE PROFILE; FINISH: POLISHED ALUMINUM DRAWN BY: HEZ, ALS ACCENT PAINT LOCATION CHECKED BY: ADB. PPA SHEET: A1 .11 JOB NO. 2180241.07 PERMIT SET 08/07/2019 218024107\DRAWINGS\ARCHITECTURAL\A1.11.DWG ALS 08/05/19 08:39 1:96.00 4 ■ CON 42 141 Architecture ■ Interiors Planning ■ Engineering =4 — GENERAL GENERAL NOTES HALL OFFI E Portland,OR A. SUSPENDED ACOUSTICAL CEILING GRID AT 9'-0"AFF, UNLESS OTHERWISE NOTED. 503.224.9560 U 144 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 CEILING/WALL TRANSITION. CUT/TRIM ALL CEILING TILES TO ALLOW TILES TO Seattle,WA EQ. 10'-0" EQ. 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CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS,SMOKE DETECTORS AND ALL OTHER CEILING N BRE Oon googol PENETRATIONS IN CENTER OF 2X2 PORTION OF 2X4 TILE, UNLESS OTHERWISE NOTED. 119 G. LIGHTING FIXTURES, MECHANICAL GRILLS,SECURITY DEVICES AND CEILING DEVICES SHOWN FOR N NE PRELIMINARY DESIGN INTENT ONLY. DESIGN-BUILD ELECTRICIAN, MECHANICAL DESIGNER NK ON ER N E RESPONSIBLE FOR FINAL LAYOUT AND CONFIRMATION OF COMPLIANCE WITH OREGON ENERGY CODE. O 11 a 13 OFFICE OF I OFFIC OF ICE H. ALL EXISTING LIGHTING TO REMAIN, RELOCATE AND/OR PROVIDE NEW AS REQUIRED. 131 1 I. ALL DEVICES TO BE WHITE. A 4 O O J. PROVIDE ROUGH IN FOR TENANT PROVIDED AND INSTALLED SECURITY CAMERAS AT CONFERENCE 103. Project COORDINATE PLACEMENT AND REQUIREMENTS WITH TENANT. BANNER BANK O O OPEN r' OFFICE K. PROVIDE SEPERATE DIMMABLE CIRCUITS FOR L-1 PENDANT LIGHTS AND RECESSED CAN LIGHT TENANT IMPROVEMENT 11 B FIXTURES AT CONFERENCE 103& 117. SUITE 3W :A.: Eq Q �Q .''...0:' : O O L. SEE PLAN 3/GO.01 FOR SUGGESTED PATH OF EGRESS ILLUMINATION BRIDGEPORT CENTER � r KEYNOTES ��2 sw °u�AM 14D. _� ---- HALL I 1 K3ARD, OREGON 97224 1. ALIGN EDGE OF GYPSUM WALL FURRING WITH EDGE OF SOFFIT. ILu CAPYANO O WELCOME OF ICE 2. HEADER ABOVE.SEE DETAIL 8/A5.24 0 123 =1',4 CONF RENC 3. RELOCATE HVAC SUPPLY/RETURN, LIGHTING,AND CEILING DEVICES AS REQUIRED FOR FUTURE S ^T OFFICES AS INDICATED ON PLAN. ,Q`�1'1") w 4. CONFIRM FINAL MOUNTING HEIGHT AND PLACEMENT WITH TENANT PRIOR TO INSTALLATION. ��� 3041f� w OPEN OFFICE 1 5 t C h ETER P. 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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 ® EXISTING HVAC SUPPLY/RETURN DRAWN BY: HEZ, ALS CHECKED BY: ADB, PPA FS EXISTING FIRE STROBE 6 SHEET: ® EXISTING LIGHTED EXIT SIGN EXISTING LIGHT SWITCH LOCATION A1 . 20 Os OCCUPANCY SENSOR JOB NO. 2180241.07 PERMIT SET 08/07/2019 218024107\DRAWINGSWRCHITECTURALW1.20.DWG ALS 08/05/19 11: 1 1:96.00 BOX BEAM BOX BEAM ■ HEADER PER HEADER PER BOX BEAM 8/A5.23& 11/A5.23 10 8/A5.23& 11/A5.23 HEADER PER 5.2 10 8/A5.23& 11/A5.23 1 O Architecture ■ Interiors PROVIDE JAMB STUDS PROVIDE JAMB STUDS 5.2 5.2 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 9'-0� Planning ■ Engineering 8/A5.23 FOR DETAILS 8/A5.23 FOR DETAILS TO STRUCTURE. SEE - - - - - - II I 8/A5.23 FOR DETAILS II 7 I I j j I I s 6 Portland, OR P 1 I) Ll WD-1 0503.224.9560 WF-1 @ WF-1 @ � WD_1 (I m Vancouver, WA INTERIOR SIDE INTERIOR SIDEWF1360.695.7879 OF GLASS OF GLASS - II Seattle, WA RB_1 206.749.9993 www.mcknze.com (3) EQ � 2'-3"± � 12' MACKENZIE. 12-9" 2'-2" EQ. 6'-0" EQ. 2'-3"± (4) EQ DFf10N DRIVEN I CLIENT FOCUSED 13'-4" 1- w Client J J 3 3 0 0 2 CONF. WALL ELEVATION s RECEPTION EAST WALL ELEVATION 3 4 WOOD WALL ELEVATION 3 NNER rJ 2 ® CONFERENCE 130 1/4"=1'-0" 0 5.2 ® RECEPTION 101 1/4"=1 -0" 0 5 2 ® WELCOME 102 1/4"=1'-0" 0 BANK U U U NOTES: A. RECESSED WALL MOUNTED TV SUPPLIED BY OWNER. VERIFY SIZE BEFORE CONSTRUCTION. POWER OUTLETS, DATA PORTS @ 64"A.F.F. Project B. AP-1 STANDARD PANEL SIZE 96"X44" BANNER BANK TENANT IMPROVEMENT SUITE 300 BOX BEAM BRIDGEPORT CENTER HEADER PER 7632 3W DURHAM RD 8/A5.23&11/A5.23 10 ALIGN AP-1 SEAMS WITH TIGARD, OREGON 97224 5.2 GLASS PANELS,TYP GYP. 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M w ' P—LAM FACES w , co -- �w — — — --� P—LAM, ALL EXPOSED F FACES I SHEET TITLE: 4" SIDE SPLASH, WHERE w I I INTERIOR » 'w 25" TOP ocGURs W L _ = CASEWORK w 25 TOP 4 SIDE SPLASH WHERE w U.N.O. COUNTER TOP PER w MICROWAVE w OCCURS w ELEVATION — _ I DETAILS LU w17 1 25" TqP COUNTER TOP AND )/ COUNTER TOP AND SPLASH SPLASH PER ELEVATION UNDERMOUNT STAINLESS STEEL SINK. PER ELEVATION DRAWER AS OCCURS INDRAWER AS OCCURS IN I ELEVATION to ELEVATION DRAWN BY: HEZ, ALS v I ADJ MELAMINE SHELF, TYP ��.-- MELAMINE INTERIOR WITH > UJ (1) ADJ. MELAMINE SHELF 8 o WRAP ALL EXPOSED PIPE W w — — — z PER CODE x __ __ — __ CHECKED BY. ADB, PPA LU — t �v �c SHEET: cn w - w P—LAM FACES -- P-LAM FACE j 6,f Q, N to P—LAM FACES RUBBER BASE �l �6 I RUBBER BASEA522 ....................... . ....... ............... 3 LL� MELAMINE INTERIOR •d • V 2'-0" o �— RB-1 Q m JOB N0. F� � 0 CABINET SECTION W6_1`� CABINET SECTION W , 2 CASEWORK SECTION 2180z4�.0� 5.2 TYPICAL 3/4"=1#-0'f ¢ 5.2 ADA SINK WITH ATTACHED TOE KICK 3/4 =1 —0 co 5.2 0 MICROWAVE SHELVES 3/4 =1 —0 PERMfT SET 08/C)7/2019 O O 218024107\DRAWINGS\ARCHITECTURAL\A5.22.DWG 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 / SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT CLIP WITH (2) #8 SHEET / STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER o STABILIZER BAR METAL SCREWS AT EACH \ / / ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS o END. BRACING TO BE WITHIN 8" OF PERIMETER \ / PROVIDED WHERE / / BRACE FRAME PER LATERAL BRACING WITH APPROVED VERTICAL ® o. DISTANCE BETWEEN / 2/A5.23 ■ PERPENDICULAR COMPRESSION STRUT AT 12'-0" OC EA WAYy2„ INTERSECTING WALLS OR / / / 45' F;;,COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB HORIZONTAL BRACING _ __ __ __ __ B/CLNG Architecture ■ Interiors al o` BETWEEN WALLS EXCEEDS �— "ATTACHED �� 4 8'-0" OC 9'-0" AFF Planning Engineering BOX HEADER W/ (2) CUT TILE TO FIT WALL" , � °. 3" SOUND ATTENUATION 362T200-54 & (2) 8" TIGHT AT WALLS OO as BATT. 4 -0 CENTERED ON STUDS, MIN 20 GA. SOUND ATTENUATION SUSPENDED WALL WHERE NOTED. BATT AS OCCURS G CELM ®GE AT WALL CEILING CUT TILE FOR TIGHT FIT A NOTE: FOR UNATTACHED WALLS PROVIDE A AT WALLS Portland, OR 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP GYPSUM BOARD CASING BEAD USG 200-A 503.224.9560 -- DO NOT SCREW BERC 2 CLIP TO TRACK EACH SIDEV.5 ham— ATTACH S-T�UiD$TRACK B/ � BD Vancouver,WA 879 CROSS RUNNERS FIT BETWEEN MAIN RUNNERS TABLE MAX. LENGTH l 8'-0"AFF 360.695.7WA 8 112" DIA CONDUIT EMT 5'-10" SOUND ATTENUATION Seattle,WA A MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 (EMT) INSULATION AS OCCURS 206.749.9993 3 4" DIA CONDUIT EMT 7'-8" METAL STUDS. WIRE A7 4'-0" OC OR WITH #10 WIRE AT 5'-0" OC EA WAY BOTTOM TRACK TO FINISH www.mcknze.com 6'-0" MAX 1" DIA CONDUIT EMT 9'-9" SEE WALL HEIGHT LATERALLY BRACE MAIN RUNNER 70 STRUCTURE A7 12'-0 OC FLOOR WITH POWDER EA WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND SGL 162S125-33 MTL STUD 12'-0" TABLE FOR SIZE DRIVEN ANCHORS AT " 1-5 8"x20GA AND SPACING 2 FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF 4'-O" 0.C. MACKENZIE. x 1/4" TEMPERED RELITE NOTE, IBACK TO BACK 162S125-33 15'-O" a CONTINUOUS ACOUSTIC DESIGN DRIVEN CLIENT FOCUSED GYP BD ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN SECURE ALL HANGERS TO BLDG MTL STUDS 1-5 8"x2OGA SEALANT EACH SIDE �T/ Client STRUCTURE. TRAPEZE DUCT WORK o AGAINST TRACK NO 7'-0" AFF APPROVED TYPE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING SGL 2505125-33 MTL STUD 13'-6" cv = AND OTHER LARGE OBSTRUCTIONS \ SEALANT AT SIMILAR WIRES TO HAVE A 200# CAPACITY. 2-1 2"x20GA x SUSPENDED CEILING BRACING 70 COMPLY WITH ASCE7, ASTMC635, BACK TO BACK 250S125-33 15'-0" CONDITION m RETE SLAB AS1MC63SUSPENDED CEILING BRACING MTL STUDS (2-1/2"x20GA) 2 WALL — TO UNDERSIDE OFGGRID 4 CLERESTORY — TYP. HEAD SILL fNNER II5 Z NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS z 5 2 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" Q b.2 3"=1'-0" ANK THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. 3 LLJ L 2x2x18 GA ( X STUD WIDTH -1") w/ (2) #10 SMS EA LEG TYP STEEL STUDS ® Project 16" O.C. PER SCHEDULE BANNER BANK SOUND ATTENUATION BATT SOUND ATTENUATION BATT U.N.O. TENANT IMPROVEMENT WALL PER PLANS, WALL PER PLANS, SUITE 300 SEE JAMB SCHEDULE SEE JAMB SCHEDULE BRIDGEPORT CENTER CLEAR SILICONE SEAL CLEAR SILICONE SEAL AT PERIMETER, TYP. AT PERIMETER, TYP. 7632 SW DURHAM RD. #10 SMS EA SIDE 11GARD, OREGON 97224 TEMPERED GLAZING PER TEMPERED GLAZING PER ® EA STUD SPECIFICATION SPECIFICATION A 'J WEB STUD PER SCHEDULE ® 3041 f PETER P. ALTO Cc TYP #10 SMS ® C) y GLAZING CHANNEL BELOW GLAZING CHANNEL BELOW 12" O.C. I F J • • ® 1� ORTLAND, OREGON ,� A !' WOOD TRIM, STAIN TO MATCH WOOD TRIM, STAIN TO MATCH �� OF Q� CONT TRACK T&B w/ 1 1/2" DEEP LEG, GAUGE WOOD PANEL (WD-1) WOOD PANEL (WD-1) TO MATCH STUDS (43 MIL MIN) 2 10 SMS EA SIDE © MACKENZIE 2019 ( ) # ALL RIGHTS RESERVED SECTION A-A THESE DRAWINGS ARE THE PROPERTY X OF MACKENZIE AND ARE NOT TO BE JAMB STUD PER SCHEDULE m USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION N CUT TRACK FLANGE & J TURN DOWN I REVISIONS: Or 6 BUTT GLAZING AT JAMB BUTT GLAZING JAMB TYP 1 s =1'-0" o REVISIONS REVISION DELTA rJ 2 ® CONF 103 3"=1'-O" a 5 2 3'=1'-0 0 5 2 SIM. ® COLUMN �o SHEET o I JAMB SCHEDULE CE FRAME PER OPENING SIZE # OF JAMB STUDS BRA WALL BEYOND \ / 2/ACE 4'-0" TO 8'-0" 2 SPAN TABLE FOR METAL STUDS ae• 8'-0" TO 12'-O" 3 TEMPERED GLAZING 9$ oNA� DESIGNATION STUD CONDITIONS - INTERIOR PARITTIONS SHEET TITLE: CALCULATED USING 5 PSF AND L/240 INTERIOR PER SPECIFICATION CUT TILE TO FIT OTE TIGHT AT WALLS ' - DETAILS SOUND ATTENUATION 1. JAMB STUDS TO MATCH SIZE & GAUGE OF TYP STUDS. 3625125-18 ALL WALLS 11'-0" TO 12'-0" IN HEIGHT - 16" OC BATT AS OCCURS 362S125-18 ALL WALLS UNDER 11'-0" IN HEIGHT - 24" OC BRUSHED ALUMINUM BOX HEADER PER B/GYP BD SCHEDULE CHANNEL WOOD PANEL (WD-1) HEADER SCHEDULE ALL WALLS 12'-0" TO 16'-0" IN HEIGHT - 16" OC 8'-0 AFF RESILIENT SPACER WOOD TRIM STAINED TO 36 251 6 2-43 ALL WALLS WITH TILE FINISH ATTACHMENT U) MATCH WD-1 MAX OPENING WIDTH HEADER SIZE TRACK SIZE ALL MIRRORED WALLS IN TOILET ROOMS FINISHED FLOOR X TEMPERED GLAZING PER < 6'-0" 2 3625162-432 362T125-43 DRAWN BY: HEZ, ALS SPECIFICATION 362S162-68 ALL WALLS 16'-0" TO 24'-0" IN HEIGHT - 12' OC USHED 6'-0" - 10'-0" (2) 80051 6 2-43 (2) 60OT125-43 ALUMINUM M 10'-0" - 14'-0" (2) 1 00051 6 2-54 (2) 60OT125-54 CHECKED BY: ADB, PPA CHANNEL RESILIENT 14'-0" - 22'-0" (2) 120OS162-68 (2) 600T125-68 SHEET: SPACER W ATTACHMENT NOTES: 1. FOLLOW HEADER SCHEDULE PER MAX OPENING WIDTH, U.N.O. CO A5,23 FINISHED FLOOR ON PLAN = F2. SEE 8/A5.23 FOR HEADER ASSEMBLY DETAILS N FLOOR SYSTEM F o a s RELITE — BUTT GLAZE SILL AT FLR m io BUTT GLAZING HEAD CONDITION 11 1"=1'-O"Q 12 SPAN TABLE FOR METAL STUDS JOB No. 2180241.07 5 2 ALTERNATE 1 1/2"=1'-0" w 5.2 1 112'=I'-O" 0 5.2 5.2 NTS PERMIT SET 08/07/2019 a' 0 218024107\DRAWINGS\ARCHITECTURAL\A5.23.DWG ALS 08/05/19 08:36 1:96.00 GYPSUM BOARD PARTITION SOUND ATTENUATION BATT AS OCCURS SOUND ATTENUATION BATT OWN AT ALL WALLS, TYP. GYPSUM BOARD WALL AS OCCURS LINE OF SILL AS OCCURS Architecture • Interiors Planning ■ Engineering s ALUMINUM TRIM PIECE "CEE" W/ 13J" RETURNS, FINISH DOUBLE STUD AT JAMB, TO MATCH WINDOW FRAMES Portland,OR ``~-- (ANODIZED BUILDING r TYPICAL 503.224.9560 STANDARD) DOOR FRAME: Vancouver,WA MATCH BLDG STD 360.695.7879 NEOPRENE SEAL Seattle,WA 206.749.9993 www.mcknze.com STOREFRONT GLAZING MACKENZIE■ SYSTE{� DESIGN DRIVEN I CLIENT FOCUSED SYSTEClient r3DOOR -- TIMELY FRAME 4 WALL AT EXTERIOR MULLION —_ NNER BANK 5.2 HEAD SIMILAR 3"=1'-0" a cJ.2 3"=I'-0.. ¢ - c� 3 Project / BANNER BANK / TENANT IMPROVEMENT NOTE: CEIUNG JOIST MAX SPANS ''J i SUITE 300 600S137-33 METAL STUD CEILING JOIST 77 0 16" oc MAX SPAN 17'-6" w/ BRIDGEPORT CENTER 200050-54 U–CHANNEL AT MIDSPAN ( I I 7632 SW DURHAM RD. 3625125-18 METAL STUD CEILING JOIST wIV- '6-w TICaARD, OTGON 97224 0 16" oc MAX SPAN 7'-9" 362SI37-33 METAL STUD CEILING JOIST® 16" oc MAX SPAN 10'-8" OD OFBRACE '- 3041 C PETER P. ALTO a a x w w ORTLAND, OREGON OF x B jCEILINGI B/CEILING 9'-0" AFF 9'-0" AFF aMACKENZIE 2019 B/GYP BD - ALL RIGHTS RESERVED -78'-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: z 7 OTILfNt JOLT FRAMING �; s OEITfNG TRANSITION a� REVISIONS REVISION DELTA 5-1 THIS CLOSING DATE r5.2 METAL STUDS WITH MIDSPAN SUPPORT AND BLOCKING NTS rj.2 @GYP SOFFIT 1 1/2"=1'-0" o �o SHEET ca � STRUCTURE AS OCCURS WALL PER PLANS SHEET TITLE: p INTERIOR BTM OF SAT . DETAILS SAT 9'-0" AFF BTM OF S,�AT 8'-6" AFF Y SEE CEILING PLAN DRAWN BY: HEZ, ALS CHECKED BY: ADB, PPA SHEET: A5,24 JOB N�. 2180241.07 r1--1'*�CA"1"PSUM SOFFIT l 5.241 PERMIT SET 08/07/2019 (/) 218024107\DRAWINGS\ARCHITECTURAL\A5.24.DWG ALS 08/05/19 08:40 1:98.00 DOOR SCHEDULE HARDWARE DOOR OPENING DOOR FRAME HARDWARE H-1: PASSAGE LEVER LOCKSET WITH GLASS KEEPER DOOR NO. ROOM NAME DETAIL COMMENTS CR LAURENCE El SIZE THK MAIL FINISH MAIL FINISH GROUP LHK1 BS 101A RECEPTION 31-0"X8'4" (PAIR) EXISTING DOOR H-2 6 LH15BS Architecture ■ Interiors PH21 ABS 103A CONFERENCE 3'-0"X8'-0" (PAIR) Y" GL CT AL FF 3/A/A5.20 H-1A 2,4 CRL380HBS Planning ■ Engineering PH34BS 103B CONFERENCE 3'-0'x8'-0" Y" SC P HMK P 11/A/A5.20 H-4 PH60BS 106A OFFICE 3'-o"x81-0" Y" GL CT AL FF 11/A/A5.20 H-1 H-1 A: PASSAGE LEVER LOCKSET WITH GLASS KEEPER CR LAURENCE 107A OFFICE 31-011X8'-0" Y" GL CT AL FF 11/A/A5.20 H-1 SIMILAR, MODIFIED FOR PAIR Portland,OR 108A OFFICE 3'-0"X8'-0" Y" 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"X6-0" Y" GL CT AL FF 11/A/A5.20 H-1 1-1/2 PAIR BUTTS 360.695.7879 110,0 OFFICE 31-0"X8'-0" Y 1 STOP Seattle,WA" GL CT AL FF 11/,0/,05.20 H-1 ELECTRIC STRIKE AND REQUEST TO 206.749.9993 111A OFFICE 3'-0'x8'-o" Y" GL CT AL FF 11/A/A5.20 H-1 EXIT ON SIDE WITHOUT CARD READER www.mcknze.com CLOSER 112,0 OFFICE 3`-0'X8'-0" Y" GL CT AL FF 11/,0/,05.20 H-1 H-3: ENTRY W/CARD READER MACKENZIE. 113A OFFICE 3'-0"X8'-0" Y2" GL CT AL FF 11/A/A5.20 H-1 F86 GRADE DESIGN DRIVEN 1 CLIENT FOCUSED 1-1/2 PAIR BUTTS 114A OFFICE 3'-0"X81-01' Y" GL CT AL FF 11/A/A5.20 H-1 1 STOP Client ELECTRIC STRIKE AND REQUEST TO 115A OFFICE 3'-0"X8'-0" Y" GL CT AL FF 11/A/A5.20 H-1 EXIT ON SIDE WITHOUT CARD READER CLOSER 116A OFFICE 3'-0"X8'-0" Y" GL CT AL FF 11/A/A5.20 H-1 __- H-4: PASSAGE LOCKSET _ 117A CONFERENCE 31-01x8'-0" Y" GL CT AL FF 1O/A5.20 H-1 2,4 F75 GRADE _ NNER 1-1/2 PAIR BUTTS 117B CONFERENCE 3'-0"X8'-0" Y" GL CT AL FF 10/A5.20 H-1 2,4 1 STOP - - BANK 119A BREAK 31-01IX8'-0" 1-3/4" SC P HMK P 11/C/A5.20 H-2 CLOSER 119B BREAK 31-011X81-0" 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 120,0 IT 3'-0"X8'-0" EX. EX. 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 31-0"X8'-011 EX. EX. P EX. P - H-4 1 AL ALUMINUM BRIDGEPORT CENTER 125A OFFICE 3-0'x8'-0" Y" GL CT AL FF 11/B/A5.20 H-1 CT CLEAR TEMPERED 7632 SW DURHAM RD. EX/EXIST EXISTING MARD, OREGON 97224 126A OFFICE 31-011X8'-01' Y" GL CT AL FF 11/B/A5.20 H-1 FF FACTORY FINISH FL FLUSH 127A OFFICE 3-0"X8'-011 Y2" GL CT AL FF 11/B/A5.20 H-1 GL GLASS HMK HOLLOW METAL KNOCKDOWN 128A OFFICE 3'41X8'-011 Y" GL CT AL FF 11/B/A5.20 H-1 P PAINTED Sc SOLID CORE WOOD �� 3041 tf� 129,0 OFFICE 3'-0"x8'-0" Y" GL CT AL FF 11/B/A5.20 H-1 SS STAINLESS STEEL PETER P. ALTO 130A CONFERENCE 3'-0"X8'-0" Y" GL CT AL FF 2/A5.20 H-1 2,5 COMMENTS y 131A OFFICE 3'-0"X8'-0" Y2" GL CT AL FF 11/B/A5.20 H-1 • • ORTLAND, OREGON 132A OFFICE 3'-0'x8'-0" Y" GL CT AL FF i 1/B/A5.20 H-1 1. RELOCATED DOOR, EXISTING FRAME TO REMAIN. PAINT DOOR AND FRAME TO MATCH WALL COLOR. SEE 133A OFFICE 3'-0"X8'-0" Yn" GL CT AL FF 11/B/A5.20 H-1 INTERIOR FINISH SCHEDULE ON SHEET A1.11 FOR PAINT F FINISH 134A OFFICE 3'-0"X8'-0" Y" 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" Y" 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"XS'-0" Y" 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 137A OFFICE 3'-0"X8'-0" Y" GL CT AL FF 11/B/A5.20 H-1 5. PROVIDE FILM (WF-1)TO 4811 AFF AT GLASS DOOR. USED OR REPRODUCED IN ANY MANNER, 6. RE-KEY NEW AND EXISTING DOOR HARDWARE. WITHOUT PRIOR 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"XS'-0" Y" GL CT AL FF 11/B/A5.20 H-1 z 0 u2�< REVISIONS REVISION DELTA 141A OFFICE 3'-0"X81-0" Y2" GL CT AL FF 11/B/A5.20 H-1 » THIS CLOSING DATE iw Ld SHEET 142A CONFERENCE 3'41X8'-0" Y" GL CT AL FF 6/A5.20 H-1 2,5 144A HALL 3'-0'X8'-0" EX. EX. P EX. P - H-3 3,6 145A OFFICE 3'-0"X8'-0" 777 GL CT AL FF 11/B/A5.20 H-1 6 DOOR SCHEDULE GENERAL NOTES A. DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 36"TO 38"ABOVE THE FLOOR. PANIC HARDWARE SHALL BE BETWEEN 36"TO 421. B. MAINTAIN MINIMUM CLEAR WIDTH AT STRICK SIDE 18"AT PULL SIDE, 1211 AT PUSH SIDE. C. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING: SHEET TITLE: D. EXTERIOR DOORS 8.5 LBS DOOR SCHEDULE E. INTERIOR DOORS 5 LBS 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. 1. 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 32"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. A6,10 JOB No. 2180241.07 PERMIT SET 08/07/2019 218024107\DRAWINGS\ARCHITECTURAL\A6.10.DWG ALS 08/05/19 08:40 1:96,00