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Plans (11) BU P2020 -00262 e °"~� I Architecture �, Interiors "' ;� ' ��_ PlanningEngineering l 9 9 , ,.........„,_. .. ..=. - _ DKK - OFFICE:DOE I _ ,- f iDRIVEWAY FINANCE . , . • Y, ___ - J �, �A. '� � 1‘' 1)F. ./) OF�G Portland, OR rr'J, CODE COMPLIANT 503.224.9560 �.., - / r � OTC;Approved; Vancouver,WA p } TENANT IMPROVEMENT 360.695.7879 ` „" - �� ' Permit#: b -- Seattle,WA Address; 206.749.9993 - t ' _Ip,:f ...111� Ti - EMBASSY CENTER . SUITE 301 B . WWW.m�k�,Z�.�om 4 '� ' 1 r r � Daus r. _ � �' MACKENZIE . �• ` -- r 9020 SW WASHINGTON SQUARE ROAD • DESIGN DRIVEN I CLIENT FOCUSED w --L__..imie_ S 1=2:=1113L .MMI 1 `� ` 1�.__ I Client,� _ f �� = - TIGARD , OREGON 97223VALIDITY OF PERMIT :.... THE ISSUANCE OF A PERMIT BASED ON COiVSTREJCTION DOCUMENTS AND OTHER _s t \ i _ : i 1 � �� DATA SHALL NOT PREVENT ala I ; ,.,. ...7=', _ I a.,„ ..= THE CODE QFFfCIAL FROM - A, _._{- . REQUIRING THE CORRECTION =_...„_.... % OF ERRORS. OSSC 105.4LILITHIA e - I Il I t"I I I Ire ` r.--rr i_j 7 MOTORS, INC. jt 1 VICINITY MAP ARCHITECTURAL LEGEND INDEX OF DRAWINGS gli 0.0 NOT TO SCALE GENERAL :7:a F-__, G0.01 TITLE SHEET, CODE SUMMARY, VICINITY MAP, ARCHITECTURAL LEGEND, AND NOTES EXISTING CONSTRUCTION TO BE DEMOLISHED ARCHITECTURAL I A0.01 ARCHITECTURAL GENERAL NOTES AND ADA CLEARANCES W ALIGN FACE OF FINISH WITH FACE OF FINISH A1.01 THIRD FLOOR DEMOLITION PLAN AND NOTES EXISTING WALL TO REMAIN A1.02 REFLECTED CEILING DEMOLITION PLAN AND NOTES A1.10 THIRD FLOOR PLAN AND NOTES ......, EXISTING DEMISING WALL TO REMAIN A1.11 THIRD FLOOR FINISH/DIMENSION PLAN, SCHEDULE OF INTERIOR FINISHES, AND NOTES Project A1.20 REFLECTED CEILING PLAN, LIGHTING SCHEDULE, AND NOTES DRIVEWAY FINANCE t�, ,' t - _ EXISTING WALL TO EXTEND TO STRUCTURE, SEE 6/A5.20 A4.10 ENLARGED PLANS AND INTERIOR ELEVATIONS .IJA4.11 INTERIOR ELEVATIONS SUITE 301 ® NEW WALL TO MATCH EXISTING ADJACENT RATED WALL A5.20 INTERIOR DETAILS TENANT A5.21 INTERIOR DETAILS - NEW WALL TO STRUCTURE, SEE 7/A5.20 A5.22 STRUCTURAL DETAILS IMPROVEMENT A6.10 DOOR SCHEDULE, DOOR ELEVATIONS, AND NOTES ® NEW WALL TO UNDERSIDE OF CEILING, SEE 5/A5.20 9020 SW WASHINGTON P. \ (1_ Ti : 11 ( L — EXISTINGH4: CEILING GRID scoPE oF woRK NEW GYPSUM BOARD CEILING, SEE 3/A5.20 THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS OF TIGARD, OREGON 97223 r:..::-7,:::.'.. APPROXIMATELY 15,652 SQUARE FEET ON THE THIRD FLOOR OF SIX FLOORS TOTAL. WORK TO INCLUDE '�`:ifil \ SOUND ATTENUATION BATT INSULATION CENTERED ON WALL . '21:\11 AM —1.1 1 r------lart 0 NZ 1 EXISTING SUPPLY/RETURN VENT TO REMAIN DEMOLITION, NEW WALLS. DOORS, RECITES, PLUMBING, CABINETRY AND FINISHES. VALUATION: $782,600 . I • IT EXISTING FIRE STROBE LOCATION DESIGN/CODE DATA caj Jar Q EXISTING CEILING MOUNTED SMOKE DETECTOR GOVERNING CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE ® OCCUPANCY: B 1— ' ' ' ' ' �'n yy + EXISTING SPRINKLER HEAD I 4 L •■ I � � _ _ - _ _ .� • T CONSTRUCTION TYPE: TYPE II-A •. 7 1 I EXIT EXIT m r FE TENANT AREA: APPROXIMATELY 15,652 SQUARE FEET _„ i e FIRE EXTINGUISHER CABINET LOCATION I \/\t. `\/\j OCCUPANCY LOAD. 105 �� ® EXISTING EXIT SIGN LOCATION :c" .. ..... . - 1 ®. ® 3 REQUIRED EXITS, 4 EXITS PROVIDED. I n ..---..-----.:::............-...43\--.....-.......:::-.===... . : 0 [�I ® PROPOSED NEW EXIT SIGN LOCATION a- � BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION WITH ON SITE EMERGENCY 0 :....::.. :...... i — .� ftill ID , /`I PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TO BE CONFIRMED THROUGH SEPARATE GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. 0 ......... L�// ' PERMIT LLI c.,,_ ..-:_.. : : . : •� II �U : : LPEECURITYCAMERA A 1 CSEPARATE PERMIT0` :.:.:.:.:.:.:.:.:„. ,.:::::::::..... . . ........„..„..:.:.„:::::::.:::::•• .•••••....•••• ..„:„........ T SEPARATE PERMIT) L,L N _ 2019 OSSC SECTION 107.3 4.1 (BY ,:� '� « ` J EXISTING DUPLEX OUTLET TO BE DEDICATED II 1 0 r� n-� FIRE SPRINKLER _ EXISTING QUADPLEX OUTLET FIRE ALARM '�'' / [] IN LOCATION ELECTRICAL MECHANICAL -.:..-.:: I e EXISTING DATA/PHONE ROUGH PLUMBING .- a - - �� --� . (�"" EXISTING COVERPLATE TO RECEIVE NEW VOICE/DATA EXIT ILLUMINATION II . . . . . ® .� TOT , , EXISTING COVERPLATE NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. • — — — — - - ( EXISTING THERMOSTAT THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT �, °C)',5 j�C s INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN, PROVIDE DESIGN DOCUMENT SUBMITTAL TO $ EXISTING LIGHT SWITCH ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL �� .�� __s, - 'AU D. ISLI G C� t — — i . °I/ ! r� $„ EXISTING LIGHT SWITCH WITH OCCUPANCY SENSOR . 1 / C� k- Y NEW DUPLEX OUTLET CONTACTS ' PORTLAND, 'RE► NEW DEDICATED OUTLET ARCHITECT • '6.. .............-.° ,-- iA ® NEW DEDICATED QUADRUPLEX OUTLET MACKENZIE OFFICE COPY �9 , OF O `� � TeT � �a'. 1515 SE WATER AVE, SUITE 100 TeT • - NEW VOICE/DATA ROUGH IN LOCATION PORTLAND, OR 97214 NEW FLUSH FLOOR ELECTRICAL AND DATA ROUGH IN LOCATION. CONTRACTOR TO CONFIRM © MACKENZIE 2020 • . # LOCATIONS DO NOT INTERFERE WITH EXISTING POST-TENSION SLAB AND INFORM ARCHITECT CONTACT: MORGAN TOTH ALL RIGHTS RESERVED OF ANY CONFLICTS PRIOR TO DRILLING. TEL: 503.224.9560THESE DRAWINGS ARE THE PROPERTY 0 r'Y - ^ MACKENZIE AND ARE NOT TO BE USED FAX: 503.228.1285 C. � , i ,it- BF NEW BASE FEED, (1) CIRCUIT PER (4) WORKSTATIONS TtrV,:!:`:. , _..,-.Ar'LIANCE OR REPRODUCED IN ANY MANNER, \ e��'`''J�' EMAIL: MTOTH@MCKNZE.COM - WITHOUT PRIOR WRITTEN PERMISSION 2 NEW BASE FEED, (2) CIRCUITS Q NEW CARD READER LOCATION LANDLORD/OWNER REPRESENTATIVE i REVISION SCHEDULE ill 111 2 CODE SUMMARY PLAN a>Lr",;tt: y NEW LIGHT SWITCH WITH OCCUPANCY SENSOR WYSE REAL ESTATE INVESTORS Add ,. Delta Issued As Issue Date 411 0.0 NOT TO SCALE 810 SE BELMONT ST SHr fl: - - I I LF-1 NEW 2'X4' LED LIGHT FIXTURE PORTLAND, OR 97214 11): ,:t_,: LF-2 NEW 2X2'LED LIGHT FIXTURE CONTACT: GREG CLOSETEL: 503.595.9685 . 1 PROJECT GENERAL NOTES CODE SUMMARY LEGEND LF-3 NEW HANGING LINEAR LED LIGHT FIXTURE EMAIL: GCLOSE@WYSEREA.COM A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN INTENT. THE PROJECT INTENT IS TO LF-4 NEW HANGING LINEAR LED LIGHT FIXTURE SYMBOLS AND REFERENCES PROVIDE FOR A COMPLETE, WORKING SYSTEM. EXIT EXIT ACCESS B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND ® PROPOSED ILLUMINATED EXIT SIGN LOCATION O LF-5 NEW PENDANT LIGHT FIXTURE PROJECT NORTH SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. • PROPOSED FIRE EXTINGUISHER LOCATION, ASSUME CABINET MOUNTED 40- LF-6 NEW PENDANT LIGHT FIXTURE NORTH ARROW SHEET TITLE: C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE NOT IN SCOPELF 7 NEW HANGING LINEAR LED LIGHT FIXTURE TITLE SHEET, OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCHA FILLED ARROW CODE DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. NOT IN SCOPE, SEE PERMIT BUP2020-00217 FOR SCOPE OF WORK , LF-8 NEW RECESSED LINEAR LED LIGHT FIXTURE DETAIL# INTERIOR ELEVATION SUMMARY, D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. KEY MARKAka INCONSISTENCIES IN THE PLANS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. DIAGONAL DISTANCE = 194'-10" 0 LF-9 NEW RECESSED LED LIGHT FIXTURE 20 SHEET # VICINITY MAP 3 DIAGONAL = 64'-11" (MIN. DISTANCE ALLOWED) SUB CATEGORY E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE PRECEDENCE • LF-10 NEW DECORATIVE PENDANT LIGHT FIXTURE CATEGORY ARCHITECTURAL OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION — — — DISTANCE BETWEEN EXITS: 96'-10" SHOULD BE PRICED. — imm — COMMON PATH OF EGRESS TRAVEL = 100'-0" MAX. . LF-11 NEW HANGING LINEAR LED LIGHT FIXTURE KEYNOTE O LEGEND, AND SPACE NAME NOTES F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. OA 45'-6" OFFICES SPACE # - G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FFE) REFER TO FINAL FINISHED FLOOR ELEVATION, WHETHER ROOM/SPACE IDENTIFICATION 114 EXIST. FLOOR FINISH BUILT-UP SLAB, COMPOSITE DECK, OR RAISED ACCESS FLOOR. P 1 B-1 WALL BASE FINISH H. DO NOT SCALE DRAWINGS. WALL FINISH I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF DRAWN BY: SJR RECORD. 101A DOOR SYMBOL NUMBER J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. CHECKED BY: MRT, PDK COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. SHEET K. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR WORK. THE CONTRACTOR WILL COORDINATE CLEAN UP OF ALL AREAS AFFECTED BY DUST OR ANY MATERIALS, BOTH DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR OCCUPANCY BY TENANT. L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. GO • 01 M. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED AND PROTECTED UNTIL IT IS REMOVED FROM THE SITE BY THE OWNER. CONTRACTOR SHALL COORDINATE WITH THE OWNER. JOB NO. 2190290.06 CONSTRUCTION SET: 12/03/2020 *219029006*C:ITEMPIACPUBLISH 10936/06 G0.01.DWG CAK 12/01/20 15:18 1:96.00 ARCHITECTURAL GENERAL NOTES A. OVERALL FLOOR PLANS ARE INTENDED TO IDENTIFY ENTIRE FLOOR AREA. SEE INDIVIDUAL AREA PLANS FOR SPECIFIC DIMENSIONS, DETAILING, PARTITION TYPES, AND ADDITIONAL INFORMATION. Architecture Interiors B. ALL WALLS ARE TO UNDERSIDE OF CEILING GRID UNLESS OTHERWISE NOTED. Planning Engineering C. REFERENCE DOOR SCHEDULE FOR DOOR TYPE DESIGNATION AND ADDITIONAL INFORMATION. CL EI— _ •` D. SEE CODE ANALYSIS PLANS FOR PROPOSED FIRE EXTINGUISHER LOCATIONS. E. PROVIDE BLOCKING AS REQUIRED ADJACENT TO FIRE EXTINGUISHERS FOR OWNER INSTALLED AED /3 STATIONS Portland, OR 6"/ F. CONTRACTOR TO COORDINATE WALL MOUNTED FURNITURE. INCLUDING BUT NOT LIMITED TO, 503.224.9560 � = CABINETRY, PROJECTION SCREENS, WHITE BOARDS, TELEVISIONS, ETC. AND PROVIDE NECESSARY Vancouver, WA • (� v `� -El-- , BLOCKING AS REQUIRED. 360.695.7879 "� ii 0 ,L co G. CONTRACTOR SHALL COORDINATE DELIVERY AND INSTALLATION OF OWNER FURNISHED EQUIPMENT Seattle, WA w9.9993' I - t-- WITH THE OWNER. 206.749.9993 www.mcknze.com Z = ►- H. ALL RELITES ARE TO MATCH BUILDING STANDARD 4'-0"WIDE, UNLESS NOTED OTHERWISE. 0 . u3 0 I. ALL DIMENSIONS TO FACE OF WALL, CENTERLINE OF COLUMN, UNLESS OTHERWISE NOTED. ALIGN MACKENZIE O w '-� U FINISHES WHERE INDICATED. DESIGN DRIVEN I CLIENT FOCUSED ' I- Q M w NOTE: CONFIRM WITH in m 0 r m = J. WALL THICKNESSES ARE NOMINAL UNLESS OTHERWISE NOTED. Client U ocr co J `: Co ,. - Q --� O ELECTRICAL DRAWINGS K. DIMENSIONS MARKED "CLR" ARE FROM FINISH SURFACE TO FINISH SURFACE. DIMENSIONS WITH cN o I: co U = THIS MARK TAKE PRIORITY OVER ADJACENT DIMENSIONS. DIMENSIONS ADJACENT TO LATCH SIDE d _I F- UI OF DOORS INDICATE REQUIRED CLEARANCES BETWEEN CLEAR DOOR OPENING AND ADJACENT \n SWITCHES AND FINISH. B (50 U T L E T S L. ALL DIMENSIONS SHOWN AS PLUS/MINUS (+1-) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. co M. DOORS NOT DIMENSIONED ARE TO BE LOCATED 4" FROM FACE OF WALL TO OUTSIDE EDGE OF Z Z JAMB. LILITH IA TYP. MOUNTING HEIGHTS0 M N. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY GENERAL � INTENT ONLY. COORDINATE ELECTR �ICALJDATA SWITCHING REQUIREMENTS WITH TENANT AND !moi Li i 1-S. INC. 0.0 1/2 '=1 -O" >- PROVIDE DRAWINGS BY SEPARATE PERMIT. F- Q. ALL ELECTRICAL/DATA OUTLET FACEPLATES TO BE WHITE, UNLESS NOTED OTHERWISE, NOTE: ALL STAINLESS STEEL ACCESSORIES P. COORDINATE AND REFER TO MECHANICAL AND ELECTRICAL DISCIPLINES FOR SPECIFIC TO SE STAIN FINISH, UNO. INFORMATION, LOCATIONS, DIMENSIONS, CONNECTIONS, AND PENETRATIONS. Q. SEE MEP DRAWINGS FOR ADDITIONAL INFORMATION. R. PATCH AND REPAIR EXISTING CONDITIONS DAMAGED BY NEW WORK TO NEW CONDITION. S. ALL EXISTING BUILDING ELEMENTS TO REMAIN UNLESS NOTED OTHERWISE. Project T. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY DRIVEWAY FINANCE COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING. SUITE 301 U. 100% SPRINKLERS TO BE MAINTAINED THROUGHOUT IN ACCORDANCE WITH THE LATEST ADDITION TENANT OF NEPA 13. IMPROVEMENT V. WHERE PLUMBING IS TO BE REMOVED. REMOVE ALL FIXTURES, LINES, ETC. TO SURFACE OF SLAB AND CAP, UNLESS OTHERWISE NOTED. 9020 SW WASHINGTON W. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB UTILITIES AS SQUARE ROAD REQUIRED. TIGARD, OREGON 97223 co X. DO NOT OVERCUT CORNERS AT NEW WALL PANEL/FLOOR SLAB OPENINGS. Lo iz Y. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO OWNER FOR FUTURE USE. l'-7" \ 0 '� '1 U) Z. REMOVE EXISTING FLOOR FINISH AND BASE THROUGHOUT. PATCH, REPAIR AND PREP SUBSTRATE -[H - 0 AS REQUIRED TO RECEIVE NEW FINISHES. SEE SHEET A1.11 FOR SCHEDULE OF INTERIOR FINISHES. U —"-= (� ¢ AA. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. C I I ` I- tq "7I U \ w I N I r- C.0 ''N '. \ ` z SWITCHES AND DRINKING FOUNTAIN z Z OUTLETS O 2 TYPICAL MOUNTING HEIGHTS — ACCESSORIES 0 0.0 3/8„=1,-0” Q I– 54" MIN i / / ! _\ I \,...," `l z aQ� o �t A: 36" MIN - � / N 14.6 a 22" 12" co N z 3: 42" MI4 -' if -i 6 ' Q i' / F BOTH LATCH `� -J I AND CLOSER \ I N z / 2ir 4" ��;R'LliC d MIN A- r� PULL SIDE PUSH SIDE 'AU D. ISLI i t.: • .. HINGE SIDE APPROACH -SWINGING DOORS FRONT APPROACH -SLIDING DOORS SLIDE SIDE APPROACH -SLIDING DOORS LATCH SIDE APPROACH -SLIDING DOORS .4-). PORTLAND, CRE10 OF & U� 3 Z ''0 24„ �n O / �� 24" I (0 m ,•18 I, I 12,.1 © ALLMRIGHTSZRESERVED 4 MIN Ni- �-a_ ffir MIN1 -IF BOTH LATCH THESE DRAWINGS ARE THE PROPERTY O AND CLOSER N MACKENZIE AND ARE NOT TO BE USED \u7 ,I •4- I \ I I ct OR REPRODUCED IN ANY MANNER, O WITHOUT PRIOR WRITTEN PERMISSION PULL SIDE PUSH SIDEJ PULL SIDE PUSH SIDE zl US U REVISION SCHEDULE z LATCH SIDE APPROACH - SWINGING DOORS FRONT APPROACH -SWINGING CLOSEce RDelta Issued As Issue Date w 0 CC 3f ACCESSIBLE DOOR CLEARANCES Q o.o 1/4"-1'-0" Q 0 Q SHEET TITLE: ARCHITECTURAL GENERAL NOTES AND ADA CLEARANCES DRAWN BY: SJR CHECKED BY: MRT, PDK , SHEET AO . O1 JOB NO. 2190290.06 CONSTRUCTION SET: 12/03/2020 *219029006* C:\TEMP\ACPUBLISH_10936106_A0.01.DWG CAK 12/01/20 15:18 1:96.00 GENERAL NOTES IMI • I ( i I I 'I I I I 'S I Y1Y.01 f1 A. SEE ARCHITECTURAL GENERAL NOTES ON A0.01 FOR MORE INFORMATION. - .. .. +14' — .. r-jt ., I, I fl I Y— - +�- +-I-t-+�-�+�- ,� I} •I L1J_L1J_L1J_L1J_ +u'• .14' 11111" 4� 1 .j9 ri �'�� Architecture 1s Interiors C!J) �I�IJ �. , , , , , , , , , , , , I B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK. *,< +74 , ^ -rT1-rT1-ET1-rT I ANY CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN THE PLANS Planning Engineering • 111 Ii D +� rL [1_L1 J_L+-I-L+1-L+-I- • "'� �I I • SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO THAT CLARIFICATION �_ +i4`+, 14' �L1J_L1J_L1J_L1J_L1 _ .,.r �Il! t CAN BE ISSUED. • :;11 z� ' +1''�~�'T+14kb kb C. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD ` I ! TD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS.C-,J i ' `T� r D. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE-USE.J o o � , , Ir~. .�^ ! -. .- Portland OR i _ I[ i II III u",4' •+F4' ` I ' u +aB'€ IT-I- -r-r-`-rT-'-rte-I 7"--_,F) I I II E. PATCH AND REPAIR WALLS, WHERE AFFECTED BY NEW CONSTRUCTION,TO RECEIVE NEW PAINT 503.224.9560 1 j1 ! I-II-+ +_{-L1JE$L1J L1__ Os as \\ O$ �1 If \AIE !/ II €II \! }I 1/ II • +14'• 111 ====.aJ� I1==== i p, �1 I I ii I I I I ! I� ! I I $ �fJ=_�� ____ �L „I!„ ___= UIJ »--_= AND/OR WALLCOVERING. 1y�� C -- ��IIIn I I I , ET— , - -_RC__�---- L��' - --EE_- -- -IVancouver, WA J_+14• �C $ • 1p t�_ I_1J-Ll _L1_� T : 7.1._ � � Q �• J WI 1�-i J -� o ‘,411 o O b-o 4'-2” -_ —�� F. PATCH AND REPAIR EXISTING DOORS TO BE RELOCATED OR REMAIN, TO LIKE NEW CONDITION. 360.695.7879 I I I PROVIDE NEW TO MATCH EXISTING SUITE 350 STANDARD ASREQUIRED. € , T-I-T-I CR 111E1 In WA I--I -r—I f -= -� F- _= ._- t CR IT 1 I I LI I Irk LTi \ II r� - ��hh KEYNOTES206.749.9993 I I I III �� II • -� L� N �-11 fi 1 ry I u1 • 1�! v r =- » `� www.mcknze.com L. ,LJ_LJ I--i I III J yl 1 If / I I I I I ILL- ii_ +'14' +14• 1-r TTI-r'T1-r'T+ I ilr II MACKENZIE 4 lJ_I IJ_L1� ,1 1. REMOVE AND RELOCATE DOOR, FRAME, AND HARDWARE IF FEASIBLE. DOOR TO MATCH EXISTING Q Q t �- --r 'I-i-r� iil � ��G►i' Lg li �p SUITE 350 STANDARD AND BE IN LIKE NEW CONDITION. PROVIDE NEW AS REQUIRED. • j-I-LJ._I-L1_i_L 1-I_L1J I!� + + II-_G DESIGN DRIVEN I CLIENT FOCUSED I I Oc-- ! III �- 1! � u� C D +72• `\ 2. REMOVE EXISTING CHAIR RAIL. ,r LI € y, u1 ••+,�. 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JOB NO. 2190290.06 CONSTRUCTION SET: 12/03/2020 *219029006* C:\TEMP\ACPUBLISH 10936/06 A1.02.DWG CAK 12/01/20 15:18 1:96.00 GENERAL NOTES = . _ - .. ., �� ,r , .0 Y. , , y fl If •1 Y u _ .1 {. 17 LAY `'f �I fl '-- �_ H4P� I❑O0 O•Ai ii i Ira, A. SEE ARCHITECTURAL GENERAL NOTES ON A0.01 FOR MORE INFORMATION. I Architecture Interiors C C D- • B. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD AT Planning ,.. Engineering d +,. EXISTING SUITE 350 UNLESS NOTED OTHERWISE. OFFICE HUDDLE OFFICE - CONFERENCE OFFICE OFFICE Q- OFFICE 319 I +,4 320 I 321 I +� 322 .�, ® 4-60'D I 323 I r,G I 324 I C 13F C� . 1 332 I C. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN C r D • ® +60.4- ® •+�a' = PERFORMED ON 09/21/2020, WHILE VACANT AND PLAN, ELECTRICAL AND CEILING INFORMATION 23 +fi0� +� © rj2if d �'� HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO w •4.110 �' ® FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. Portland,OR ,_,41. • fly D C °S + D. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. 503.224.9560 CONFERENCE OPEN OFFICE C7� Q -014' L 318 Fs� CD • 3 �� 331 T� ® Vancouver,WA 323A 324A E. ADD SOUND INSULATION IN ALL NEW WALLS. © 0360.695.7879® CO Seae, WA 4:1r -- 330A SB 206.749.9993 rl _ '4,,,.:+' 00 Ii IN PHONE O5 Q le. KEYNOTES www.mcknze.com -I • r YYYY _ +,.• Ir 0 325 28A 3288 0 l : L..,,: B O BF BF BF 1. PROVIDE PRIVACY FILM AT EXISTING GLAZING, WF-1. MAC I< E N Z I E - OFFICE © IT C325A © A , I 0 4.11 ❑ " DESIGN DRIVEN I CLIENT FOCUSED 317 I 317A TRAINING 327 ;*+14. �� ,M• 2. NEW 4'-O"WIDE TEMPERED RELITE, TO MATCH EXISTING SUITE 350 STANDARD. TOP OF RELITE TO 328 I -- 4 ••+72' ALIGN WITH TOP OF DOOR. Client •4.11 PHONE COPY 1 1 3. NEW 3'-0"WIDE TEMPERED INTEGRAL RELITE, TO MATCH EXISTING SUITE 350 STANDARD. TOP OF +1+, C •_ 326 330 RELITE TO ALIGN WITH TOP OF DOOR. 7 j Co :C331A> ; SII / - ' C 4. NEW 2'-0"WIDE TEMPERED INTEGRAL RELITE, TO MATCH EXISTING SUITE 350 STANDARD. TOP OF I t Yom, -117F- r' r CR 7.�' ---- --- 1 v T) n RELITE TO ALIGN WITH TOP OF DOOR. QieDA 0 00 0OFFICE - ' - CO ' I ift, BF 5. NEW 1' 6"WIDE TEMPERED RELITE, TO MATCH EXISTING SUITE 350 STANDARD. TOP OF RELITE TO CI OPEN OFFICEI316I ALIGN WITH TOP OF DOOR. CA41 •,.. `/`/`/\/ 5EE PERMIT BUP2020-00217333 - 11111111 I I333A 6. NEW 32'-7"± WIDE NANAWALL. SD-1. PROVIDE PRIVACY FILM AT GLAZING, WF-2. PROVIDE ELITHIAPHA = STRUCTURAL BRACING ABOVE AS REQUIRED. {16R O Ak 1_ j••. - - - - fJ J C �r yl T 11 J 0 0/ ` MOTORS. INC. +" •4'11 ® r 7. FLOOR TO FLOOR COLUMN TO SUPPORT NANAWALL SD-1. ATTACH TO SLAB ABOVE AND BELOW. �� '4.10 ' o�� bo- oiV- 11r7i COLUMN TO BE CONCEALED WITHIN WALL. SEE DETAIL 3/A5.22. OFFICE *"" DO 18 BREAK I `� /� / / 315 -�- ® Q 0A \L , ® � 8. ATTACH BEAM TO (E) COLUMN FACE WITH STEEL SHEER TAB AND PLATE WITH (4) POST INSTALLED fl P 329 I ,-I, 111 i•I - ri ' 1111 $F BF EPDXY ANCHORS. SEE DETAIL 4/A5.22. 15 � odi t.It _ 1L - 21 1).__ -I I I � A:0611 C ® -� Er7 11 IDI 9. PROVIDE (N) PARTITION SUPPORT BEAM. SEE DETAILS 2 & 5/A5.22. V 0n 41.210 A4.10 . `I `: o i �. \« [Or I 10. NEW 27'-3"WIDE TEMPERED CLERESTORY RELITE. RELITE TO BE 5'-4"TO SILL AND ALIGN WITH TOP OF "° 1aA� "' ® E DOOR. RELITE TO BE FRAMED WITH (6) EQUAL BUTT GLAZED PANELS. PROVIDE CLEAR SILICONE TO WELLNESS B •4.10 B II OFFICE OFFICE C C OFFICE - CAULKING WHERE PANELS BUTT TOGETHER. PROVIDE STRUCTURAL BRACING AS REQUIRED. SEE ' �> 0 �� 8 314 I 1SAIdP _ OiI I 337 I I 336 I 335 DETAIL 14/A5.20. Project I P ASE L I` 1 s�eu +I •4.10 0 nn;' .4.10 10 1 �- I - DRIVEWAY FINANCE 11. NEW RECEPTION DESK. I 0 0 A4.10 fa PHONE 1 /14.10 t U, • gF 12. NEW LOWER CABINETRY AND "FLOATING" SHELVES. PROVIDE NEW WATERLINE FOR EQUIPMENT SUITE 301 C39A �-� -�` C.39_ A4.11 343 I k eF- AND/OR TENANT PROVIDED COFFEE MAKER, WHERE INDICATED. TENANT OFFICECED S ' F - 0 Q1- - - co gek �sa� $�rl:\\=_ dosrid L 13. NEW UPPER AND LOWER CABINETRY. PROVIDE NEW WATERLINE FOR EQUIPMENT AND/OR TENANT IMPROVEMENT 313 I •' ��`' '71 ( � '!F • ' ,. u I gip -` 336A '�.__ n 335A PROVIDED COFFEE MACHINE, WHERE INDICATED. '�' I 9020 SW WASHINGTON ■i = - I {fl I L)t . I � I❑ 11� COFFEE _ 4 o � • KITCHEN CONFERENCE a 4�+ 301A OFFICE H 338 I 0 0 14. NEW UPPER CABINETRY. SQUARE ROAD V • I• , �C 4111) I 309 I 6 Q- I 308 I I 3390 15. NEW LOWER CABINETRY. TIGARD, OREGON 97223 rri• r .� 4.10 • 0 +� - - ')- J +sv 310A os f - - - 16. NEW FLOATING COUNTER. + 7)1 lA t11) n l!1] 3D9A $ ••�► +�•: - IP• LOBBY "Yf�� •• ' ` L-,- - +,. +,r 1 301 I 0 ® o OPEN OFFICE 17. NEW BAR HEIGHT COUNTER. II_ HUDDLE -,-.. COPYI +� 334 �� 310 9 I 312 308A I +� __CO_ 0 18. NEW ISLAND. 4.10 • � O OFFICE 0 ® - - - I � � - - 19. NEW BUILT-IN BANQUET SEATING. COORDINATE FINAL OUTLET LOCATIONS WITH TENANT AND I.E. 9•P ,�•�, 311 �- •• «. +s4 +sr 340A BF BF BF BF 4Y0 UP (H) B +++' +�, +�,' +� MAIL B TMP J--=1' TENANT'S FURNITURE VENDOR. COPY 1 1-ii ate' I' +54 340 1 307 I20. EXISTING ELECTRICAL TO BE RELOCATED, WHERE INDICATED. 0 1t U U 307A ® 5 I 0 A i 6 = 21. EXISTING OUTLET TO BE DEDICATED. +av +sa• 306A 4.10 CR 3018 " +u• 4.11 0 - - 171 _ A " J . . L , L - _ - . _ _ - _ . . . 22. NEW FLUSH FLOOR BASEFEED LOCATION. COORDINATE FINAL POWER REQUIREMENTS AND ® _ � lb r T LOCATION WITH TENANT AND TENANT'S FURNITURE VENDOR. CONTRACTOR TO CONFIRM BASEFEED CONFERENCE 9 CO CO 0 Ill!. LOCATIONS DO NOT INTERFERE WITH EXISTING POST-TENSION SLAB AND INFORM ARCHITECT OF • • ,a 306 I 4.1� a 304A 0 0Q3/ 0 © v+ ��.�� 347 © Bf BF ANY CONFLICTS PRIOR TO DRILLING. � C ® ❑ ❑ 61 ' T� 0 +6a •os o• •'o CI os 23. PROVIDE POWER, DATA, AND BLOCKING AS REQUIRED FOR TENANT PROVIDED TV AND WEBEX +�D LOUNGE OFFICE OFFICE OFFICE HUDDLE HUDDLE BOARD. COORDINATE FINAL REQUIREMENTS AND LOCATION WITH TENANT AND TENANT'S VENDOR. I 305 I • I 304 I I 303 I 302 +. I 342 I I 341 I D 1 PROVIDE CONDUIT FROM WALL POWER LOCATION TO FLOOR POWER LOCATION AS OCCURS. D -' " �; + C C I 24. PROVIDE NEW BOTTLE FILLING STATION, BF-1, AT NEW AND EXISTING PLUMBING LOCATIONS. lfl ® f I• 25. NEW 2'-5"WIDETOP i .. .. .. .. ,d ..• I l AND BOTTOM. PROVIDE CLEAR STRUCTURAL CAULKING WHERE PANEL MEETS ADJACENT GYPSUM -- " n --- fir ��i Il I• " r� I' n TiI' �� - SURFACE. 26. NEW 1'-8" WIDE BUTT GLAZED RELITE. TOP OF RELITE TO ALIGN WITH TOP OF DOOR. PROVIDE U-CHANNEL AT TOP AND BOTTOM. PROVIDE CLEAR STRUCTURAL CAULKING WHERE PANEL MEETS ADJACENT GYPSUM SURFACE. THIRDFLOOR PLAN 27. NEW WOOD SLAT SYSTEM, WP-1, TO SPAN WIDTH OF WALL BEHIND RECEPTION DESK. ' ' 1 118" = 1'-0" ...._•.- *.,7001 D. ISLI G / y ALTERNATE UPGRADES -. • PROVIDE SEPARATE PRICING FOR THE FOLLOWING: .(/),i?). • PORTLAND, ►RE ' _ AA. PROVIDE SOUND MASKING SYSTEM AT OPEN OFFICE 331, OPEN OFFICE 333, AND OPEN OFFICE 334. 12)i. Is COORDINATE FINAL SPECIFICATIONS AND LOCATIONS WITH TENANT AND TENANTS VENDOR. OF O� BB. IN LIEU OF THE NANAWALL SYSTEM, PROVIDE FULL BUTT GLAZED PANELS AND (2) BUTT GLAZED DOORS TO ALIGN WITH SUITE 350 EXISTING DOOR HEIGHT. ASSUME (7) EQUAL WIDTH PANELS AT © MACKENZIE 2020 3'-8"± WIDE. PROVIDE U-CHANNEL AT TOP AND BOTTOM. PROVIDE CLEAR STRUCTURAL CAULKING ALL RIGHTS RESERVED WHERE PANELS BUTT TOGETHER. PROVIDE STRUCTURAL BRACING ABOVE AS REQUIRED. THESE DRAWINGS AND ARE NOTTHTOPRBE S 0 MACKENZIE AND ARE TO BE USED COORDINATE FINAL LAYOUT WITH TENANT AND ARCHITECT. OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CC. REMOVE EXISTING GLAZED DOOR AND ADJACENT RELITE AND PROVIDE NEW SUITE 350 STANDARD DOOR WITH FULL GLAZED VISION PANEL AND NEW 4'-10"WIDE TIMELY FRAMED RELITE TO MATCH REVISION SCHEDULE EXISTING. Delta Issued As Issue Date SHEET TITLE: THIRD FLOOR PLAN AND NOTES DRAWN BY: SJR CHECKED BY: MRT, PDK SHEET A1 . 1O JOB NO. 2190290.06 CONSTRUCTION SET: 12/03/2020 *219029006* C:ITEMPIACPUBLISH 10936/06 A1.10.DWG CAK 12/01/20 15:19 1:96.00 KEYNOTES MI ■ -. -� - �- , 1. ALIGN NEW WALLWITH EXISTING WALL. Architecture Interiors C1 ss.' r'• 2. INFILL EXISTING OPENING TO BE FLUSH WITH ADJACENT SURFACE. Planning Engineering HUDDLE ♦♦kt+� ♦, �+� ♦��: ��♦♦� 3. CENTER NEW WALL ON EXISTING BUILDING COLUMN OR EXTERIOR GYPSUM SURFACE. ♦♦ CONFERENCE ♦s�i.�� ♦' �� ►�+� ♦�� •♦• ♦♦♦ ••�� ♦♦ 322 ♦��"O`�� 4 t • * •♦•♦•♦�� L1 �♦♦�� 4. FLOORING TRANSITIONS TO BE CENTERED IN OPENINGS, UNLESS NOTED OTHERWISE. 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ISLI SECTION 06 40 00 -WOOD, CASEWORK, METALS AND PLASTICS SECTION 08 13 73 - SLIDING ALUMINUM DOORS SECTION 09 51 00 -ACOUSTICAL CEILINGS SECTION 09 72 00 -WALLCOVERINGS P-5: EXPOSED CEILING AT BREAK AND TRAINING • '- 1. PLASTICS LAMINATES: 1. SLIDING ALUMINUM DOORS 1. SUSPENDED ACOUSTICAL TREATMENT 1. WALLCOVERING SHERWIN WILLIAMS, CITYSCAPE SW 7067 PORTLAND 1 RE e PL-1: (CABINET FACES) FORMICA, WINTER SKY 8792-58, MATTE FINISH SD-1: NANAWALL, MODEL SL64 ACOUSTICAL,i'THICK GLASS, (10) PANELS AT APPROX. 8'-10" SAT-1 (ALTERNATE): ARMSTRONG, DUNE, SECOND LOOK 2'X4' WC-1: MOMENTUM, CITY LIMITS V, NEW YORK, 50"WIDE X 120"TALL, PATTERN MATCH SEAMS, �� 1-;:r PL-2: (CABINET FACES) WILSONART, TRACELESS, BLACK VELVET 15505-31 TALL X 3'-3" WIDE, 6L-4LJR OUTWARD SWING, FRAME FINISH JET BLACK RAL 9005 *CONTRACTOR TO CONFIRM TEGULAR SIZE REQUIRED FOR EXISTING GRID ASSUME GYPSUM WALL TO BE LEVEL 4 FINISH PRIOR TO INSTALLATION PER SECTION 11 40 00-APPLIANCES (BY CONTRACTOR-FOR REFERENCE ONLY) l ♦ PL-3: (COUNTERTOP & BACKSPLASH) WILSONART, MAGNOLIA 5012K-19, LENO WEAVE FINISH, CONTACT: ROB LARIS MANUFACTURER 1. REFRIGERATOR OF O AEON SCRATCH RESISTANCE 206.391.0842 SECTION 09 62 00- SPECIALTY FLOORING PL-4: (COUNTERTOP) WILSONART, FROSTY WHITE 1573-60, MATTE FINISH ROB@LARISARCHPRODUCTS.COM 1. SEALED CONCRETE SECTION 09 84 1 -ACOUSTIC ROOM COMPONENTS REF-1: TRUE MANUFACTURING INC; T SERIES, REACH-IN GLASS SWING DOOR REFRIGERATOR, 1. ACOUSTIC FABRIC PANELS MODEL T-49GHC--'FGD01, CASTERS SC-1: APPEARANCE TO BE MATTE/SUEDE. HIGH POLISH/SHEEN NOT REQUIRED. © MACKENZIE 2020 AF 1: ACOUFELT, LINEAR ACOUSTIC BAFFLE, 8"TALL X 110"WIDE, GREY, U-CLIP AND ALL RIGHTS RESERVED 2. VENEER REMOVE DIRT, DUST, DEBRIS, OIL, GREASE, EFFLORESCENCE, SEALERS, REF-2: TRUE MANUFACTURING INC; T SERIES, REACH-IN GLASS SWING DOOR DUAL THESE DRAWINGS ARE THE PROPERTY 0 VN-1 MANUFACTURER T.B.D., VENEER TO MATCH STYLE, STAIN AND SPECIES OF TERRAMAI SECTION 08 81 0- GLASS THREADED ROD INSTALLATION METHOD 1. BACK PAINTED GLASS PAINT, COATINGS, ADHESIVES AND OTHER CONTAMINATES BY ANY NECESSARY MEANS MACKENZIE AND ARE NOT TO BE USED TEMPERATURE REFRIGERATOR/FREEZER, MODEL T-23DT-G-HC-FGD01, CASTERS OR IN ANY MANNER, ANGELIQUE (SEE WP-1) PRIOR TO POLISHING THE FLOOR. HONE THE CONCRETE TO A SCRATCH FREE WITHOUT OREPRODUCEDPRIOR I IN ANY MANNER. GL-1: (RECEPTION DESK) MCGRORY, THICK BACK PAINTED GLASS, PAINT TO MATCH SION SURFACE, NO MORE THAN A 100 GRIT LEVEL FINISH AND SEAL. PROVIDE ARCHITECT AF-2: ACOUFELT, LINEAR ACOUSTIC BAFFLE, 8'TALL X CUSTOM WIDTH, GREY, U-CLIP AND 3. DRAWER PULLS SHERWIN WILLIAMS SNOWBOUND SW 7004 SAMPLE OF SEAL AND SHEEN FOR FINAL APPROVAL. THREADED ROD INSTALLATION METHOD. BAFFLE TO BE CUT DOWN FROM 110"WIDE TO REF-3: SUMMIT APPLIANCES; 24"WIDE BUILT-IN ALL-REFRIGERATOR, ADA COMPLIANT, SKU: AL55CSS H-1: RICHELIEU, BP7348160900, METAL, BLACK, 7" LENGTH CONTACT: BRIANNA NASTASI 78"WIDE. REVISION SCHEDULE 856.579.3235 SECTION 09 65 00 - RESILIENT FLOORING BRIANNA@MCGRORY.COM AF-3: ACOUFELT, LINEAR ACOUSTIC BAFFLE, 8"TALL X CUSTOM WIDTH, GREY, U-CLIP AND 2. MICROWAVE Delta Issued As Issue Date 4. MELAMINE: WHITE AT ALL LOCATIONS EXCEPT WHERE PL-2 OCCURS, THEN USE BLACK MELAMINE 1. RUBBER BASE MW 1: GALAXY EQUIPMENT; OFFICE SERIES MICROWAVE WITH DIAL CONTROLS - 120V, 1000W, RB-1: JOHNSONITE, BURNT UMBER 63, 4" HIGH, FLAT PROFILE AT CARPET, COVED PROFILE AT THREADED ROD INSTALLATION METHOD. BAFFLE TO BE CUT DOWN FROM 110" WIDE TO SECTION 08 87 0 - GLAZING SURFACE FILMS 66"WIDE. MW1000PD GROMMET: TBD, WHITE AT RECEPTION DESK CONCRETE AND RESILIENT FLOORING 1. PRIVACY FILM CONTACT: PEGGY SUZIO 5. MDF WF 1: (WELLNESS 314) OPAQUE WINDOW FILM, ASSUME 3M OR SIMILAR, FINAL DESIGN TBD. PEGGYSUZIO@SAF.US.COM CONTACT: TRISHA ALEXANDER NOTE: CONFIRM ALL SPECIFICATIONS WITH TENANT PRIOR TO PROCUREMENT. MDF-1: 4" HIGH PAINTED MDF BASE, SHERWIN WILLIAMS, CITYSCAPE SW 7067 480.385.5045 *MDF-1 TO BE SHERWIN WILLIAMS, IRON ORE SW 7069 AT ALL P-3 LOCATIONS WF 2: (CONFERENCE 306 &TRAINING 328) CUSTOM GRAPHIC WINDOW FILM, ASSUME 3M OR 2. LVP FLOORING TALEXANDER@TECHLITE.COM SECTION 12 62 00 - FURNISHINGS AND UPHOLSTERY I SIMILAR, LOW OPACITY 1. UPHOLSTERY (ALTERNATE IN LIEU OF CONCRETE, CONC-1) PATCRAFT, SET IN CONCRETE, SECTION 06 41 0- CUSTOM CASEWORK *CONTRACTOR TO PROVIDE SAMPLE TO ARCHITECT FOR APPROVAL AGGREGATE 1333V, FRAGMENT 00550, 24"X24", 20 MIL THICKNESS, ASSUME QUARTER SECTION 09 90 0 - PAINTING AND COATINGS UPH-1: (BREAK ROOM BENCH BACK CUSHIONS) DESIGNTEX, PENNANT CELLIANT 3981-401, 1. SOLID SURFACE QUARTZ: TURN GLUE DOWN INSTALLATION 1• INTERIOR PAINT OCEAN, NON-RAILROADED SS 1: CAMBRIA, DELGATIE LUXURY SERIES, 3CM THICK SECTION 09 30 00 TILING CONTACT: AMANDA DAMMARELL UPH-2A: (HUDDLE 310 BENCH BACK CUSHIONS) MAHARAM, ARCHADE 466447, MANDALA 005 * 1. CERAMIC TILE ARCHITECT TO APPROVE IMAGE OF SLAB PRIOR TO PROCUREMENT 347.380.3354 NOTES: , CT-1: BREAK ROOM) STATEMENTS TILE &STONE, SFUMATURE, BIANCO EFFETTI, 2 e"X 13", A. LOW VOC LATEX PAINT TO BE USED UPH-213: HUDDLE 310 BENCH BACK CUSHION) DESIGNTEX, KAMI 3874-401, INDIGO SHEET TITLE: CONTACT: RICHELLE WADDELL { AMANDA.DAMMARELL@PATCRAFT.COM ( 952.944.1676 HORIZONTAL INSTALLATION B. EGGSHELL FINISH ON ALL GYPSUM BOARD WALLS UNLESS OTHERWISE NOTED. THIRD FLOOR RICHELLE.WADDELL@CAMBRIAUSA.COM GROUT: G-1 SECTION 09 68 13 - CARPET TILE C. LOW VOC MILLER ACRYNAMEL PAINT TO BE USED ON METAL TRIMS. PREP SURFACE BY STRIPPING UPH-3: (HUDDLE 310 AND BREAK BENCH SEAT CUSHIONS) AUTHENTEC BY ARCHITEX, RYDER, OLD PAINT. USE DIRECT TO METAL ACRYMETAL PRIMER IF STRIPPING DOWN TO METAL. USE SIM CHIMNEY FINISH/DIMENSION 1. CARPET SS-2: PENTAL QUARTZ, TERRENO POLISHED, 1308791, 2CM THICK 2. PORCELAIN TILE CPT-1: SHAW CONTRACT; BOUNDLESS TILE 5T314, CALM 05580, 9"X36", HERRINGBONE BONDING PRIMER IF STRIPPING DOWN TO ORIGINAL FINISH. UPH 4: (RECEPTION DESK) DESIGNTEX, BASELINE 3126-801, PEARL PLAN, SCHEDULE CONTACT: LIZ TAYLOR INSTALLATION OF INTERIOR 503.445.8603 PT-1: (LOBBY) ARIZONA TILE, VETR1 BIANCO, 4"X12", VERTICAL BRICK INSTALLATION P-1: WALLS LIZT@PENTALONLINE.COM GROUT: G-2 CPT-2: SHAW CONTRACT; BOUNDLESS TILE 5T314, SPRINGS 05440, 9"X36", HERRINGBONE SHERWIN WILLIAMS, SNOWBOUND SW 7004 SECTION 15 40 00 - PLUMBING FIXTURES FINISHES, AND INSTALLATION SEE PLUMBING DRAWING SHEETS FOR PLUMBING FIXTURES INFORMATION. NOTES 3. GROUT P-1A: GYPSUM BOARD CEILING. 1. BOTTLE FILLER SECTION 06 42 00-WOOD PANELING G-1 LATICRETE, 89 SMOKE CPT-3: SHAW CONTRACT; CLEARING TILE 5T381, OPULENT 71555, 9"X36", MONOLITHIC SHERWIN WILLIAMS, SNOWBOUND SW 7004 BF-1: ELKAY ENHANCED EZH2O BOTTLE FILLING STATION W/FILTER, STAINLESS STEEL, 1. WOOD PANELING INSTALLATION MODEL#LZS8WSSP, OR SIM. CONFIRM IF THERE IS CLEARANCE FOR CHILLER. WP-1: TERRAMAI, CUSTOM MODULAR SLAT PANEL SYSTEM, WATER RECLAIMED ANGELIQUE, G-2: LATICRETE, 78 STERLING SILVER P-1 B: ACCENT NATURAL CLEAR OIL FINISH, STANDARD 1 4" WIDE PLANK WITH CUSTOM 2 2"WIDE CPT4: SHAW CONTRACT; PLAINS TILE 5T374, OPULENT 71555, 18"X36", MONOLITHIC SHERWIN WILLIAMS, SNOWBOUND SW 7004, HIGH GLOSS FINISH REVEAL, SUBSRATE TO BE PAINTED IN SHERWIN WILLIAMS IRON ORE SW 7069, NOTE: GROUT JOINTS 1/8" MAXIMUM. INSTALLATION P-2: ACCENT EXPOSED SUBSTRATE EDGES TO HAVE BLACK SCHLUTER TRIM (SIZE AND PROFILE AS 4. TILE EDGING (AT ALL EXPOSED EDGES) SHERWIN WILLIAMS, GREY MATTERS SW 7066 ' RECOMMENDED BY MANUFACTURER), ASSUME ADHESIVE/NAIL INSTALLATION CPT-5: SHAW CONTRACT; LANDING TILE 5T373, OPULENT 71555, 18"X36", MONOLITHIC *BRANDING GRAPHIC AND ANY REQUIRED MOUNTING MATERIAL AND INSTALLATION SCHULTER SCHIENE PROFILE, BLACK, SIZE AS RECOMMENDED BY MANUFACTURER INSTALLATION DRAWN BY: SJR P-3: ACCENT DIRECTIONS TO BE SENT TO TERRAMAI TO APPLY TO SUBSTRATE SHERWIN WILLIAMS, IRON ORE SW 7069 CHECKED BY: MRT, PDK SIGNAGE VENDOR CONTACT: JASON SPEAR TILE NOTES: CPT-6: SHAW CONTRACT; DYE LAB TILE 5T041, SAXON 41462, 24"X24", MONOLITHIC A. -'" GROUT JOINT, IF FEASIBLE. CONFIRM WITH MANUFACTURER IF IS ACHIEVABLE PER PRODUCT. INSTALLATION *WHERE IRON ORE ACCENT WALLS OCCUR, MDF BASE TO BE PAINTED TO MATCH AND ES&A SIGN AND AWNING CO. a a 541.868.1759 CONFIRM WITH A/E OF ANY CONFLICTS. ELECTRICAL FACEPLATES TO BE BLACK SHEET JSPEAR@ESAS1GNS.COM B. SEAL AT GROUT. CONTACT: REBECCA KOTEEN **DESIGN INTENT IS FOR IRON ORE TO OCCUR WHERE TVS ARE MOUNTED WITHIN *ARCHITECT REQUESTS REVIEW OF CUSTOM SHOP DRAWINGS PROVIDED BY TERRAMAI C. INSTALL PER TCA AND MANUFACTURER GUIDELINES FOR LARGE TILE. IMPERFECT AND/OR 503.504.7316 CONFERENCE ROOMS. IF N LOCATIONS CHANGE, CONTACT ARCHITECT. CONTACT: TASHAWNA NASH INCONSISTENT TILE PRODUCT WILL NOT BE ACCEPTABLE. CONTRACTOR TO INSPECT AND NOTIFY REBECCA.KOTEEN@SHAWCONTRACT.COM 206.450.6712 A/E OF ANY CONCERNS PRIOR TO INSTALL. P-4: ACCENT SHERWIN WILLIAMS, PAINT COLOR TO MATCH 'DEEP SEA' BLUE (HEX#124370) FROM A 1 . "I 1 TNASH@TERRAMALCOM TENANT PROVIDED DRIVEWAY BRAND PLAY BOOK J°B NO. ° 2190290.06 CONSTRUCTION SET: 12/03/2020 *2190290064 C:ITEMPIACPUBLISH 10936/06 Al.11.DWG CAK 12/01/20 15:19 1:96.00 GENERAL NOTES 7 ` ■% I` / jr ( 'LI `'rl A. SEE ARCHITECTURAL GENERAL NOTES ON A0.01 FOR MORE INFORMATION. M II Li u l l ' / E - � B. SUSPENDED ACOUSTICAL TILE CEILINGS AT$' 10"± (EXISTING) AFF, UNLESS NOTED OTHERWISE. Architecture Interiors yr- �{s + Planning Engineering o o / / — + — C. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 1/A5.20. I , ',--/ + + — D. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING EQ. EQ + + * PENETRATIONS IN CENTER OF 2x2 PORTION OF 2x4 TILE, UNLESS NOTED OTHERWISE. JI / 0 0 0 E. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT. ALL ELECTRICAL DRAWINGS WILL BE BY �I ` , i .. • SEPARATE PERMIT. Portland, OR J _ /4 '' / .///x//.,/,w / / N_ \ �: _____ illi 503.224.9560 o - ••� �'� f��lllff'fclff� ��.". I I I F. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. Q / 7--- r /riii , jT. I' Vancouver, WA /' %, , I� / , I� 7` / I� , �, ' �i� JJ� Vii% � �, � �, /�T; / �/�_ 'I �1►, E / j' I� CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. 360.695-7$79 %O / 1 111 / / ,// / 1I. /// 'IO // `/ 1■11E/ iWA1■ II/,1�g I' /:/%�c / / / , i // / , /// / �/ AI . G. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH C- \ Le—. (-Z') /�'%�► / / /�1 �� % �� = ' �I _z ��LZ_Z� _LL�_Z �1L/!CZ1�1! �%'/ Seattle, WA C3 BB ��% '/ - 1p — — '"' '� ^' . , . . , V r . . // EXISTING. 206.749.9993 iu ` ' �� ' 1' f X + + / H. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO www.mcknze.com 'v" ° ° ,;(-_----/-, ...N / �,( 1 + + //,/ ,I BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDENT ON OREGON ENERGY CODE "��,� - / / 2 / ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO ,..��✓ A Ilii TYP , /� MACKENZIE . . . ' gee • •-- �- - -• , — REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY • • ' , DESIGN DRIVEN I CLIENT FOCUSED + v� l%//� ; 11 TYF I / CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. :/I AlIS I 1 _ I /\ / + CONFIRM NEW LIGHT PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION AND SAT Client / �� 6 I r — — — — _r + + " • //+ MAIN OCAGRI OHROUGHREQUIRED. E PFINAL ERMIIAYOUT TO BE REVIEWED AND APPROVED BY • N + .... N + T. JURISDICTION IL I 9 iir // + TYP • - 1 iLI �I _ KEYNOTES =:,. ..,-....-...i �E PERMIT BUP20e0 021;' , 11' ]� `-.' 1. EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. OBSERVATION IS L 1 si Ln•HIA 7 T "- — — — — , 5 i --- -- ® + LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES. ANY VARIATIONS TO BE p c___,8 _ — — `� — _1 I° . .. __._ Imo,` // CONFIRMED ON SITE BY CONTRACTOR. MOTORS INC. + + pil0 f LA' , j •+ / / 2. LEVEL EXISTING CEILING GRID. PROVIDE NEW AS REQUIRED. ■ ' - -'` I // a 3. NEW LINEAR ACOUSTIC BAFFLES, AF-1, AT NEW OPEN TO STRUCTURE CEILING. PAINT EXISTING '7 •/ N �� • — — I STRUCTURE, EXPOSED PIPES/EQUIPMENT, WHERE POSSIBLE, P-5. PROVIDE ALL NEW SPIRAL + ./ �� rII + 410° 1 DUCTWORK AT THIS AREA, MODIFY SPRINKLER HEADS AND FINISH WALLS ABOVE EXISTING GRID TO / rP'.r — — I BE REMOVED AS REQUIRED. CLEAN AND REMOVE ANY LEFTOVER WIRES/SUPPORTS FROM GRID AND / 1-'' _ _ _ L'_ TILE REMOVED AND ANY OTHER EXPOSED CABLING, DEBRIS, ETC, INTENT IS TO MINIMIZE • / // r + + + / EQUIPMENT AND MISC. CABLES/WIRES FOR "CLEAN" LOOK. I + - 1 w° © + 4. PROVIDE POWER/SUPPORT TO ACCOMMODATE TENANT PROVIDED SECURITY CAMERAS. CONFIRM -� ') �'P 71 1 r + � / FINAL SPECIFICATIONS AND LOCATIONS WITH TENANT AND TENANT'S VENDOR. Project • ___ _ I I A il0/ 5. PROVIDE GYPSUM SOFFIT TO SUPPORT NANAWALL AT 8'-10"± AFF. SEE DETAIL 19/A5.21. SOFFIT DRIVEWAY FINANCE �,4 • • Q + + 'N9'41' N 111/ WIDTH TO ALIGN WITH EXISTING BUILDING COLUMN. SUITE 301 - ® lel 1 .0" —=4�I • ; — — + o / �I��N + + I + + III + + 1 6. PROVIDE GYPSUM SOFFIT AT TRANSITION BETWEEN SAT AND OPEN TO STRUCTURE CEILING. HEIGHT TENANT - �'� _ I 0 r TO ALIGN WITH EXISTING DOORS. SEE DETAIL 4/A5.20. IMPROVEMENT`�" 7. PROVIDE WOOD SLAT SYSTEM, WP-1. PROVIDE SUPPORT ABOVE AS REQUIRED. O �� U II '/�/�� \ =_� ` ` � • s 9020 SW WASHINGTON - • j /� � � • _;:•,.: : �� + ��'•��_ '11 �e"�` / 8. CENTER PENDANTS OVER ISLAND, HEIGHT TBD. SQUARE ROAD + I ' ' %� o BB o 7 + i�' is + + + 9. NEW LINEAR ACOUSTIC BAFFLES, AF-2, AT NEW OPEN TO STRUCTURE CEILING. PAINT EXISTING TIGARD, OREGON 97223 L_L1...... + 1,!.. /�/� , • '_ •_'• �= 1 I� STRUCTURE, EXPOSED PIPES/EQUIPMENT, WHERE POSSIBLE, P-5. PROVIDE ALL NEW SPIRAL °I' /_ J .. -- _ - r.- _ ....rte I .• I , , , , , , , -- ;1 ; - ; _` + DUCTWORK AT THIS AREA, MODIFY SPRINKLER HEADS AND FINISH WALLS ABOVE EXISTING GRID TO ILS o. . •o. I `4�` ,:I Q /W� BE REMOVED AS REQUIRED. CLEAN AND REMOVE ANY LEFTOVER WIRES/SUPPORTS FROM GRID AND I I rt.. , I',� I '�' � I/1/ o o / 8 10 AF ''I= y_}_ _ �I - TILE REMOVED AND ANY OTHER EXPOSED CABLING, DEBRIS, ETC. INTENT IS TO MINIMIZE r� // / : :. .. .. : ...�..::: ,. 1_!I :I�_ ` /7/ EQUIPMENT AND MISC. CABLE/WIRES FOR "CLEAN" LOOK. '' ` .+; K �► A ��//��2// /Aim , �A) =�= / 10. NEW LINEAR ACOUSTIC BAFFLES, AF-3, AT NEW OPEN TO STRUCTURE CEILING. PAINT EXISTING R� .;ER.} .' EIS:":,.„.: _.-'::- ' :'. - , _ _ . / / 7/// 10 STRUCTURE EXPOSED PIPESIEQUIPMENT, WHERE POSSIBLE P-5. PROVIDE ALL NEW SPIRAL . � irf / /�� li/ '4 ' = '�- .' 4 • ' DUCTWORK AT THIS AREA, MODIFY SPRINKLER HEADS AND FINISH WALLS ABOVE EXISTING GRID TO ��/ � /'� �i/� / � � /�' .� � . o ..:--':� � .- '_'��' ��'•;:�� '�`- _ -11-� - y_� - / / // / � /��If-- / // / / A � �I 41 BE REMOVED AS REQUIRED. CLEAN AND REMOVE ANY LEFTOVER WIRES SUPPORTS FROM GRID AND Y r,I'/��IfLi :.L� • .. _Y' po - 4 y .: ... .�1",.. .�, � � -_ _ - � _� -: � 1 �IP 1V Vfir ; : - : , . . O TILE REMOVED AND ANY OTHER EXPOSED CABLING, DEBRIS, ETC. INTENT IS TO MINIMIZE � �i 0 rC 0 �o (.....(Th 0 4, �- ��_ / �r / / T, T I EQUIPMENT AND MISC. CABLE/WIRES FOR "CLEAN" LOOK. _ 7-T , al (4)---) /' ' 1 l / 0. I 7//#/[y: rDV` QS 11. NEW GYPSUM SOFFIT TO ALIGN WITH TOP OF CLERESTORY WINDOW FRAME. SEE DETAIL 16/A5.20. -� ��, , , 4, 12. CENTER ALL NEW CAN LIGHTS, LF 9, WITHIN A 2X2 PORTION OF THE SAT, TYPICAL, UNLESS NOTED + 4. + a + TYF 11 ' OTHERWISE. ® / � w /; + + 13. NEW PENDANTS TO BE CENTERED OVER NEW TABLE. CONFIRM FINAL LAYOUT WITH ARCHITECT AND TYP 0 0 0 7 ( �TQ — L TENANT'S FURNITURE VENDOR PRIOR TO INSTALLATION, TYPICAL, UNLESS NOTED OTHERWISE. + + I—T. . 1.——1 . —.— Eft. .— . _ D. , . .. ni . , 7 1 I ALTERNATE UPGRADES EQ. EQ. ., PROVIDE SEPARATE PRICING FOR THE FOLLOWING: i. AA. PROVIDE NEW CEILING TILES, SAT-1, THROUGHOUT, UNLESS NOTED OTHERWISE. REFLECTED CEILING PLAN BB. PROVIDE SOUND ATTENUATION BATT ABOVE CEILING TILES, 4'-0" CENTERED ON WALL AT ALL NEW 10AND EXISTING CONFERENCE ROOM WALLS. , NI ' 1 1/8" = 1'-0" 01) '146 LIGHTING SCHEDULE A.--,) -f � AU D. '1SLIN. LF-1: (GENERAL LIGHT) LITHONIA BLT SERIES LED, 2BLT4, 2'X4', DIRECT/INDIRECT, CURVED RIBBED ' DIFFUSER, DIMMING, 40L, 3500K •LF-2: (GENERAL LIGHT) LITHONIA BLT SERIES LED, 2BLT2, 2'X2', DIRECT/INDIRECT, CURVED RIBBED - �, DIFFUSER, DIMMING, 40L, 3500K ' OF Oi LF-3: (CONFERENCE LINEAR PENDANT) FLUXWERX, VIEW, VUI-B, (2) 6' LONG UNITS GANGED TOGETHER, SQUARE PROFILE, BLACK POWDERCOAT FINISH, 20 UP 80 DN MACKENZIE 2020 © ALL RIGHTS RESERVED LF-4: (CONFERENCE LINEAR PENDANT) FLUXWERX, VIEW, VUI-B, 4' LONG, SQUARE PROFILE, BLACK THESE DRAWINGS ARE THE PROPERTY 0 POWDERCOAT FINISH, 20 UP 80 DN MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, LF-5: (FELT PENDANT) EUREKA KNIT, 4274D-20, LED, DIRECT, 3500K, DIMMING, CHARCOAL FELT WITHOUT PRIOR WRITTEN PERMISSION LF-6: (BREAK ISLAND PENDANT) EUREKA TWIN, 4268-10, LED, 3500K, DIMMING, BLACK CANOPY, BLACK FINISH REVISION SCHEDULE LF-7: (BREAK/TRAINING LINEAR PENDANT) NULITE, REGOLO PENDANT, LED, 3500K, DIMMING, Delta Issued As Issue Date BIDIRECTIONAL, 2"WIDE X 8' LONG, FROSTED LENS, LUMINOUS ACRYLIC END DROP LENS, WHITE FINISH LF-8: (LOBBY LINEAR) NULITE, REGOLO2 LED TRIMLESS, RECESSED, 3500K, DIMMING, 2.5"WIDE X 8' LONG, FLUSH FROSTED LENS, WHITE FINISH *TO BE INSTALLED FLUSH WITH WOOD SLATS, WP-1 LF-9: (RECESSED CAN LIGHT) LITHONIA, LED, T.B.D., 4" DIAMETER CONTACT: ROBBIE KENAGY 503.201.7690 RKENAGY@HLSTEARNS.COM LF-10: (PHONE ROOM PENDANT) LIGHTOLOGY, IC LIGHT SUSPENSION, DIMMING, 18.9" HIGH, BLACK SHEET TITLE: FINISH REFLECTED LF-11: (BREAK/TRAINING LINEAR PENDANT) NULITE, REGOLO PENDANT, LED, 3500K, DIMMING, CEILING PLAN, BIDIRECTIONAL, 2"WIDE X 4' LONG, FROSTED LENS, LUMINOUS ACRYLIC END DROP LENS, WHITE FINISH LIGHTING CONTACT: ROBBIE KENAGY SCHEDULE, 503.201.7690 RKENAGY@HLSTEARNS.COM AND NOTES DRAWN BY: SJR CHECKED BY: MRT, PDK SHEET A1 . 20 2 0 JOB NO. 2190290.06 CONSTRUCTION SET: 12/03/2020 `219029006*C:ITEMPIACPUBLISH 10936/06 A1.20.DWG CAK 12/01/20 15:19 1:96.00 MI NOTES: NOTES: A. FINISH ENDS, TYP H. COORDINATE BACK PAINTED GLASS THROUGH A. FINISH ENDS, TYP F. BACKLIT SIGNAGE TO BE MOUNTED ON WOOD \\, B. CONFIRM REQUIREMENTS AND SIZES FOR ALL TENANTS SIGNAGE VENDOR. SIGNAGE VENDOR B. SHIM AS REQUIRED SLAT SUBSTRATE. PROVIDE POWER AS111 'i EQUIPMENT/APPLIANCES PRIOR TO TO COORDINATE FINAL GLASS REQUIREMENTS C. WALL WITH PAINTED GRAPHIC TO BE A LEVEL 4 REQUIRED. i 0 NW W W 1 ' CONSTRUCTION OF CABINETRY AND INSTALLATION WITH BACK-PAINTED GLASS FINISH. • C. SHIM AS REQUIRED CONTACT, SEE GL-1. D. BACKLIT SIGNAGE TO BE FLUSH WITH FACE OF Architecture Interiors D. ALL CABINET FACES AND DOORS,VN-1 WP-1 AND TO BE FACE LIT AND HALO LIT WITH IN E. ALL EXPOSED EDGES AT DOORS AND SHELVING WHITE ACRYLIC FACE. Planning r Engineering • TO BE WOOD VENEER TO MATCH VN-1 E. COORDINATE TERRA MAI WOOD SLAT SYSTEM, F. ALL BOX/BOX/FILE STORAGE TO BE LOCKING. WP-1, WITH TENANT AND TENANT'S SIGNAGE ■ G. LETTERING TO BE ON STANDOFFS. CONTRACTOR VENDOR. TO COORDINATE INSTALLATION ON GLASS. f BACKLIT SIGNAGE, SEE LOGO"MARK" FROM TENANT PROVIDED LOBBY Portland, OR © BRANDING PLAYBOOK.WP-1 TO BE"CUT-OUT"TO ' ACCOMODATE SIGNAGE. 560 3.224. 1 301 I `4.10 a © SOLID SURFACE Ak © © S © 4 WP-1, TYP ALIGN WITH CEILING VanO ouverWA Taar CEILING A5.21 WITH MITERED A5.21 VW �� CEILING PANELING P 1, TYP 360.695.7879 A 1--- WATERFALL EDGE, 4 ^� , I P-1 B,TYP 9'-0" SS-1. MAINTAIN L 4.10 ,� / COUNTER TOP ' +i j \ Nit Seattle, WA N 1i! _ THICKNESS DOWN PLASTIC LAMINATE I ' II 206.749.9993 - - WATERFALL EDGE. WORK SURFACE. PL-4 \ \ , ' 1 $4,04 '` I 11111011100,p. ' WWW.mcknze.COn I I N -0 COMPANY NAME / N / N . • - 1 3 r *� r . A © I I 0 ik 5'-3"± 1i-1/ '�/ OPEN r' EYOND �— SEE TENANT S 0'EN Tb EYO 4D UPH-4 OPEN TO'4EYOND OPIEN TB'BEY D •I , ill r 1 \ - �� G L I G k �. B I `' / PROVIDED BRANDING / } / I T ' DESIGN DRIVEN 1 CLIENT FOCUSED + 4.10 \ I v \ PKG. LETTERS TO BEN —, }�- - \ �� ,f / r ...ZC a APPROX. i0"H AND L1 — 1 i I Client I �- ---- POWDERCOATED _ N I - - I r /,..:X.-- ' ' - -._ T- FN \ D © Q\ C ___- ...._ METAL, COLOR TBD / -- N WOOD BASE TO �. P 1 �'' WTil.- \I ` ' UJ -� - VN-1, I -' A— �, I • BACK PAINTED / �_t, - MATCH TYP I — I _ _ , / J © , 2'-6" \ EQ EQ I GLASS, GL-1. I 4' 10" 1'-fi" 6-S * 2'-4"± f I ,< 4.10 jr 10- 5" 1' 3" 5'-1"± 3'-0" "- ,GLASS TO BE SET K ,� / / / 21-4" , 61-4" �1 fi' 3,_-7,, / o / 9'-0 101-1" // cc MDF-1 c� 9'-0" 15' 10" uJ 'leBACK APPROX. 3 TO WALL (2) EQ PANELS CLR -` wirinnthriarditrifiETO WALL FROM FACE OF Z t- A) ELEVATION QUARTZ, SS-1 B) ELEVATION C) ELEVATION D) ELEVATION O PROVIDE BLACK SCHLUTER TRIM ATLu H ALL EXPOSED EDGES, PROFILE,T.B.D. mLITHIA LED STRIP LIGHTING BEHIND QUARTZ TRANSACTION TOP. ALL w m 1 ENLARGED LOBBY FLOOR PLAN 2 RECEPTION DESK SIDES TO BE LIT, LIGHT SOURCE TO BE HIDDEN IF POSSIBLE cc 3 FEATURE WALL ELEVATIONLMOTORS, INC. ' 4.1 1 1/4" = 1'-0" ' 4.11 @ LOBBY 301 1/4" = V-0" w . 4.1 1 @ LOBBY301 1/4"-V-0" w J J Lu w NOTES: NOTES: NOTES: NOTES: NOTES: A. FINISH ENDS,TYP H. ALL EXPOSED EDGES AT DOORS AND SHELVING A. FINISH ENDS,TYP F. CABINET HARDWARE TO BE H-1, UNLESS NOTED A. FINISH ENDS.TYP G. PROVIDE WATERLINE FOR TENANT PROVIDED A. FINISH ENDS,TYP G. WALLS TO BE PAINTED P-1, UNLESS NOTED A, FINISH ENDS, TYP G. WALLS TO BE PAINTED P-1, UNLESS NOTED B. CONFIRM REQUIREMENTS AND SIZES FOR ALL TO BE P-LAM TO MATCH ADJACENT VERTICAL B. CONFIRM REQUIREMENTS AND SIZES FOR ALL OTHERWISE B. ALL COUNTER TOPS, EDGES AND BACKSPLASH, COFFEE MAKER AND REFRIGERATOR. B. CONFIRM REQUIREMENTS AND SIZES FOR ALL OTHERWISE. B. ALL COUNTER TOPS, EDGES AND BACKSPLASH, OTHERWISE. EQUIPMENT/APPLIANCES PRIOR TO SURFACES EQUIPMENT/APPLIANCES PRIOR TO G. WALLS TO BE PAINTED P-1, UNLESS NOTED SS-2 H. CONTRACTOR TO PROVIDE DEDICATED OUTLET EQUIPMENT/APPLIANCES PRIOR TO PL-3 CONSTRUCTION OF CABINETRY I. PROVIDE WATERLINE FOR TENANT PROVIDED CONSTRUCTION OF CABINETRY OTHERWISE. C. SHIM AS REQUIRED FOR STAINLESS STEEL GE#GDT226SSLSS ADA CONSTRUCTION OF CABINETRY C. SHIM AS REQUIRED C. ALL COUNTER TOPS AND EDGES, SS-1 COFFEE MAKER C. ALL COUNTER TOPS, EDGES AND BACKSPLASH, D. ALL CABINET FACES AND DOORS, PL-1 DISHWASHER C. ALL COUNTER TOPS, EDGES AND BACKSPLASH, D. ALL CABINET FACES AND DOORS, PL-1 D. SHIM AS REQUIRED PL-3 E. ALL EXPOSED EDGES AT DOORS AND SHELVING I. WALLS TO BE PAINTED P-1, UNLESS NOTED PL-3 E. ALL EXPOSED EDGES AT DOORS AND SHELVING E. ALL CABINET FACES AND DOORS, VN-1 D. SHIM AS REQUIRED TO BE P-LAM TO MATCH ADJACENT VERTICAL OTHERWISE. D. SHIM AS REQUIRED TO BE P-LAM TO MATCH ADJACENT VERTICAL ' F. ALL"FLOATING" SHELVES TO BE STAINED WOOD E. ALL EXPOSED EDGES AT DOORS AND SHELVING SURFACES E. ALL EXPOSED EDGES AT DOORS AND SHELVING SURFACES Project TO MATCH VN-1 TO BE P-LAM TO MATCH ADJACENT VERTICAL F. CABINET HARDWARE TO BE H-1, UNLESS NOTED TO BE P-LAM TO MATCH ADJACENT VERTICAL F. CABINET HARDWARE TO BE H-1, UNLESS NOTED DRIVEWAY FINANCE G. CABINET HARDWARE TO BE H-1, UNO SURFACES OTHERWISE SURFACES OTHERWISE F. CABINET HARDWARE TO BE H-1, UNLESS NOTED SUITE 301 ® © © OTHERWISE 8 TENANT %iv IMPROVEMENT 10'-1"-± ® 14'-6" J, ® 10'-9" ® 131-3" AI ' (4) EQUAL 9020 SW WASHINGTON CEILING CEILING (5) EQUAL CEILING CEILING (5) EQUAL ' �� SQUARE ROAD PT 1,TYP4 CEILING SIM �_ TIGARD, OREGON 97223 Ei ' 111 11 � ' I I I - BLACK POWDER COATED STAINLESS _1 TENANT PROVIDED 111-11 111-11 SHRED BIN, FINAL \ / �\ ;-, : - - -I STEEL BRACKETS N ..-Z.-- \ / - DIMENSIONS TO BE �/ - COFFEE MAKER, NIC N / �� _ - _ - - - - TO WRAP AROUND _ ! PL-3,TYP clr ALL SHELVING,TYP T � VERIFIED ^ - INSULATE EXPOSED N`` = � - r_ PL-3,TYP PIPES PER ADA CODE o _ L COFFEE MAKER, NIC o o UNDER COUNTER b PL-2,TYP S N � _ _ _ -1[_....r,--------- _ - SOLID SURFACE WITH cv 0 PL 2,TYP cv r^ I / REFRIGERATOR, REF-3 N 8 0 PL-3,TYP �- MITERED WATERFALL 'r r- I _ _ - - I I �-_ _ ATTACHED TOE KICK, --'� I TENANT PROVIDED EDGE. MAINTAIN = T111 ^� � � '°==�_ .\___ - - - - 0 0 o ,,,r---- RB i o �� SHRED BIN, FINAL o PL-1,TYP T-- — _ - COUNTER TOP r _ = �. _ _ _ , = RB-1 T DIMENSIONS TO BE r -4I iv THICKNESS DOWN N N -_-_ 1 -_ cv '� c� I . I Jo_ I WATERFALL EDGE. 1 1 RB-1 __ �I //,/0 VERIFIED RB i, TYP MDF-1 ^� 2' 2" jr8'-0"-± r 4'-4" 11'-0"± 2' 2" RB-1,TYP b'_2" 4'_9„ Jr 10'-0" w f CLR 1 (3} EQUAL (2) EQUAL / / 2`-0" Jr3' 0" 2'-O" 3'-9"± / '� jr � ,, . ( (9) EQUAL DOORS CLR (2) EQUAL / wCLR (3) EQ DOORS w Q (7) EQ DOORS u_ / 14'-6" / 10'-9" �� 13'-3" U) U / / Z W W OD nr 44 CABINETRY ELEVATION 5 CABINETRY ELEVATION 3CABINETRY ELEVATION UY 7 CABINETRY ELEVATION s CABINETRY ELEVATION _, • 4.11 @ LOBBY 301 114"=1' 0" J ' 4.11 @ COPY 307 114"=1'-0" J @KITCHEN 309 1I4"=1' 0" J ' 4.11 @ COPY 312 1/4"=1'-0" J 4. @WELLNESS 314 114"=1' 0" Lu w w w w NOTES: NOTES: NOTES: J. SIDE PANELS AND OVERHEAD CABINETRY AT A. FINISH ENDS, TYP H. WALLS TO BE PAINTED P-1, UNLESS NOTED A. FINISH ENDS,TYP H. PROVIDE WATERLINES FOR NEW DRINKING A. FINISH ENDS,TYP F. ALL CABINET FACES AND DOORS, PL-1 REFRIGERATORS TO MATCH REFRIGERATOR B. SHIM AS REQUIRED OTHERWISE. B. ALL COUNTER TOPS AND EDGES, SS-2 FOUNTAIN/BOTTLE FILLING COMBINATION UNITY B. CONFIRM REQUIREMENTS AND SIZES FOR ALL G. ALL"FLOATING" SHELVES TO BE SOLID WOOD, DEPTH FOR A BUILT IN APPEARANCE. C. ALL COUNTERTOPS, SS-2 I. PROVIDE WIRE MOLD POWER SYSTEM WITHIN C. SHIM AS REQUIRED AND TENANT PROVIDED COFFEE MAKER EQUIPMENT/APPLIANCES PRIOR TO STAINED TO MATCH VN-1. PROVIDE D. ALL CABINET FACES AND DOORS, VN-1 BENCH BASE, IF FEASIBLE. OUTLET COVERS TO D. ALL CABINET FACES AND DOORS, PL-1 I. WALLS TO BE PAINTED P-1, UNLESS NOTED CONSTRUCTION OF CABINETRY CONCEALED BRACING AS REQUIRED. E. ALL EXPOSED EDGES AT DOORS AND SHELVING BE BLACK. E. ALL"FLOATING" SHELVES TO BE STAINED WOOD OTHERWISE C. ALL COUNTER TOPS AND EDGES, SS-2 H. ALL EXPOSED EDGES AT DOORS AND TO BE VENEER TO MATCH ADJACENT VERTICAL TO MATCH VN-1 D. CONTRACTOR TO PROVIDE DEDICATED OUTLET SHELVING TO BE P-LAM TO MATCH ADJACENT SURFACE F. CABINET HARDWARE TO BE H-1, UNO FOR BLACK GE #GDT225SGLBB ADA VERTICAL SURFACES F. CABINET HARDWARE TO BE H-1, UNLESS NOTED G. ALL EXPOSED EDGES AT DOORS AND SHELVING DISHWASHER I. WALLS TO BE PAINTED P-1, UNLESS NOTED OTHERWISE TO BE P-LAM TO MATCH ADJACENT VERTICAL E. SHIM AS REQUIRED OTHERWISE. G. ALL BANQUET WOOD, PLYWOOD BACKING WITH SURFACES INSULATE EXPOSED VN 1. ® 10 ® PIPES PER ADA CODE AI �. + ��y CEILING P-$ � � ® -- CT 1, TYP P-5 �� 44)C P-5 CEILING P-5 ` PAU D. ISLI �j 6 167 WF 2,TYPViiBLACK POWDER (2) EQUAL ~ r CEILINGViDi , — / COATED STAINLESS /' Sir y /////////////// ��1'��I�I/i��' \ va - .. - _ . \ STEEL BRACKETS \ r .(5-1%PORTLAND, 6REfir7_\7_\ zo .„-- .- i TO WRAP AROUND ALL HELVING, TYP N w r : " 4144 *% 4 i i _ P-1, TYP �� WF 2,TYP cv COFFEE MAKER, NIC - = - ` ,� _ --- ' /-\/-\ �� '' of o�' if i \ ,,, ''., , P-16 TYP y -., \ ' ? t, S SOLID SURFACE WORK r— �u. � �� I �" ■� SOLID SURFACE - UPH-2A o SURFACE WITH o i �, - ), I o 5'-, _-- '� WITH MITERED o I r ' ` MITERED WATERFALL I O MACKENZIE 2020 / / % \ ao cp ao o pC ��m �� Q' Q 1 00 0 ALL RIGHTS RESERVED WATERFALL a0 UPH 3 EDGE. MAINTAIN J REF-1 �! �� : REF-2 VENDING MACHINE VENDING MACHINE \ EDGE. MAINTAIN _ T\ COUNTER TOP ti U ��• f 1 1 N.�.c. N.I.C. THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED COUNTER TOP b tc) [ i I\ THICKNESS DOWN OR REPRODUCED IN ANY MANNER o __ T THICKNESS VN_1 o WATERFALL EDGE. a i iiii WITHOUT PRIOR WRITTEN PERMISSION DOWN - • -_- =---..44, >I I 1 1 N �— — — - _ BF 1WATERFALL }- i \ //N\ // I ____.. \ \ EDGE. \ \ �‘. \ \ • RB-1,TYP \ '. -' •,, .L I 1 I I I I UPH 2B CO 2'-7"± 2'-0" 3'-0" 5'-4"±- 1 ' 4"± 4° \ REVISION SCHEDULE 5-1"-± 17-11"± 5'-0"± MRF 1,TYP 81-10"± �" 8'-10"± �" 8`-10"± Z �. ,� / ,�/ , / / N 8'-3" 61-8" Ai 9'-0" w 4'-8" 14' (2) EQUAL 2'-5'' RB 1, TYP Delta Issued As Issue Date A) ELEVATION (6) EQUAL B) ELEVATION TO WALL (5) EQUAL DOORS TO END OF WALL " / / O Li. CLR 21'-6,. CLR 7' 5" /ATTACHED TOE KICK, RB-1 -f /� T06 —• (2) EQUAL C-9) CABINETRY ELEVATION m 10 CABINETRY ELEVATION m 11 CABINETRY ELEVATIONtrco@ CONFERENCE 306 & HUDDLE 310 1/4"=1'-0" w , 4.1 1 @ BREAK 329 1/4"=1'-0" LU ' 4.11 @ BREAK 329 114"=1' 0"J Lu w w NOTES: NOTES: A. FINISH ENDS. TYP F. CONTRACTOR TO PROVIDE DEDICATED OUTLETS A. FINISH ENDS,TYP F. ALL EXPOSED EDGES AT DOORS AND SHELVING H. WALLS NOTED WITH WALLCOVERING TO BE A B. CONFIRM REQUIREMENTS AND SIZES FOR ALL FOR TENANT PROVIDED MICROWAVES. B. SHIM AS REQUIRED TO BE VENEER TO MATCH ADJACENT VERTICAL LEVEL 4 FINISH PER MANUFACTURER. EQUIPMENT/APPLIANCES PRIOR TO COORDINATE FINAL SPECIFICATION AND C. SEAT CUSHIONS, UPH-3 SURFACE I. PROVIDE WIRE MOLD POWER SYSTEM WITHIN CONSTRUCTION OF CABINETRY REQUIREMENTS WITH TENANT. D. BACK CUSHIONS, UPH-1 G. WALLS TO BE PAINTED P-1, UNLESS NOTED BENCH BASE, IF FEASIBLE. OUTLET COVERS TO C. ALL COUNTER TOPS AND EDGES, SS-2 E. ALL BANQUET WOOD, PLYWOOD BACKING WITH OTHERWISE. BE BLACK, SHEET TITLE: D. SHIM AS REQUIRED VN-1 E. ALL EXPOSED EDGES AT DOORS AND SHELVING ENLARGED TO BE P-LAM TO MATCH ADJACENT VERTICAL SURFACES 16 16 WW 22'-9"± W 17'-4"± PLANS AND 14 14 VERIFY / VERIFY / INTERIOR t 4 CEILING A5.21 ® CEILING l ELEVATIONS P-5 DECORATIVE N P-5 PENDANT LIGHT, \ \ ,� SEE LIGHTING \ / SCHEDULE FOR SPECIFICATION, \ \ / - WC1 \ TYP \Lj 1 OPEN TO OPEN TO 6".„„v„.,./— WC-1 S v S SOLID SURFACE S S VN-1 y S BEYONDS SBEYOND = OPEN O POND WITH MITERED OPEN T EYOND OPEN O BEYOND „ ” co b 2�, 6-6 * �/ 6 6 ± / 6 6 ± / �` 10 2 ± N WATERFALL EDGE. SOLID r VENEER MAINTAIN / \ SURFACE ` EC) \ SEEMS DRAWN BY: SJR _ .� COUNTER TOP 1 i WATERFALL i TO BE l _ �- U Cm C01 F°'� THICKNESS DOWN f EDGE ( �- . f 1 \ - l I l MITERED, ( CHECKED BY: MRT, PDK cn \ - _ WATERFALL EDGE. / r-- I L l J TYP i l WG 1 zo +I p I i HOLD CABINET ISI o w / - - - \ i BACK 2" / -- RB 1,TYP N``N MICROWAVE, -- - -- - \ \ r,, co ; `ii - SHEET MW-1, TYP s! / J� WOOD BASE 11-5" 211-4" 1'-10' l'-10" 11' 0"+ 10' 9" 3' 10" \� 1 7 / / " �' - / H TO MATCH PL 1,TYP I 0 VERIFY 24'-9"± 13'-01"7"-± 3' 0"± 6' 4" (4) EQUAL DRAWERS VN-1z A) ELEVATION RB-1 B) ELEVATION C) ELEVATION �A) ELEVATION // B) ELEVATION / �' I 0 co co A4 . 1O Y Y 12 CABINETRY ELEVATION . 13 BANQUET ELEVATION ' 4.11 @ BREAK 329 1/4"=l'-O" J ' 4.11 @ BREAK 329 1/4"=11-0" J w w JOB NO. ° 2190290.06 CONSTRUCTION SET: 12/03/2020 *219029006* C:ITEMPIACPUBLISH 10936/06 A4.10.DWG CAK 12/01/20 15:19 1:48.00 MI NOTES: NOTES: NOTES: NOTES: A. FINISH ENDS,TYP A. FINISH ENDS,TYP G. WALLS TO BE PAINTED P-1, UNLESS NOTED A. WALLS TO BE A LEVEL 5 FINISH. A. FINISH ENDS,TYP B. SHIM AS REQUIRED B. ALL COUNTER TOPS, EDGES AND BACKSPLASH, OTHERWISE. B. ALL COUNTER TOPS. EDGES AND BACKSPLASH, C. WALLS TO BE PAINTED P-i, UNLESS NOTED SS-2 PL-3 OTHERWISE. C. SHIM AS REQUIRED C. SHIM AS REQUIRED D. ALL CABINET FACES AND DOORS. VN-1 D. ALL EXPOSED EDGES AT DOORS AND SHELVING Architecture • Interiors E. ALL EXPOSED EDGES AT DOORS AND SHELVING TO BE P-LAM TO MATCH ADJACENT VERTICAL TO BE VN-1 TO MATCH ADJACENT VERTICAL SURFACES Planning - Engineering SURFACES E. CABINET HARDWARE TO BE H-1, UNLESS NOTED F. CABINET HARDWARE TO BE H-1, UNLESS NOTED OTHERWISE OTHERWISE F. WALLS TO BE PAINTED P-1, UNLESS NOTED OTHERWISE. P-5 SD-1 n WF-2, TYP CEILING Portland,OR A Ali 503.224.9560 6 CEILING CEILING CEILING /ALIGN WITH LOWERS, Vancouver,WA 360.695.7879 � //// /; / W f'� ' '` Seattle, WA `/ f/ 1'� f� J�" W �` 206.749.9993 � ` PL 3, TYP www.mcknze.com t-- P 1, TYP / _ �.� P IB, TYP N , ` ( lam "/ TENANT PROVIDED O �/ , ,,/ i ;_ \ � MACKENZIE S SHRED BIN, FINAL DESIGN DRIVEN I CLIENT FOCUSED 1 Si\\\\\\\\\\ ,,,, -.>'-:,--'-'--- , DIMENSIONS TO BE /- / `�/. I� `� - VERIFIED Client / ; -%- -- b //N/nN/IN N \ 0 ''''-ri N .\\\ ; ' ' cv RB-1 til N RB-1 NP /VERIFY, (10) EQUAL DOORS ¢ / 11'-8"± / '1115'-8" 'I' Jr 171-4" 61-4" i'. 5' 10" / 2'-11"± �, VERIFY cow / 0 34' 10"± 0 w TO WALL (5) EQUAL DOORS / Q L'ILITHIA / (9) EQUAL DOORS / w A) ELEVATION B) ELEVATION LI Z0 LLw z w 0 1 FOLDING GLASS WALL ELEVATION Lu 2 CABINETRY ELEVATION 3 GRAPHIC WALL ELEVATION o (4CABINETRYELEVATION A @CONFERENCE 322 114"=1' 0" li A @ OPEN OFFICE 331, SIM @ LOBBY 301 114"=1'-0" @ COPY 330 114"-1'-0" w 4.1 °@ BREAK 329 114"=1'-0" w ■ 4.1 J4.1 .., 4.1 w w w w NOTES: NOTES: NOTES: A. FINISH ENDS,TYP G. "FLOATING"SHELVES TO BE SOLID WOOD TO A. FINISH ENDS, TYP A. FINISH ENDS, TYP B. CONFIRM REQUIREMENTS AND SIZES FOR ALL MATCH VN-1. B. CONFIRM REQUIREMENTS AND SIZES FOR ALL B. ALL COUNTER TOPS, EDGES AND BACKSPLASH, EQUIPMENT/APPLIANCES PRIOR TO H. WALL TO BE A LEVEL 5 FINISH. EQUIPMENT/APPLIANCES PRIOR TO PL-3 CONSTRUCTION OF CABINETRY CONSTRUCTION OF CABINETRY C. "FLOATING"COUNTER TO BE SUPPORTED,AS C. ALL COUNTER TOPS AND EDGES, SS-2 C. ALL COUNTER TOPS. EDGES AND BACKSPLASH, REQUIRED, BY IN-WALL BRACKETS D. SHIM AS REQUIRED PL-3 D. SHIM AS REQUIRED E. ALL CABINET FACES AND DOORS, PL-1 D. SHIM AS REQUIRED F. ALL EXPOSED EDGES AT DOORS AND SHELVING E. ALL EXPOSED EDGES AT DOORS AND SHELVING Project TO BE P-LAM TO MATCH ADJACENT VERTICAL TO BE P-LAM TO MATCH ADJACENT VERTICAL DRIVEWAY FINANCE SURFACES BLACK POWDER SURFACES COATED STAINLESS F. WALLS TO BE PAINTED P-1, UNLESS NOTED SUITE 301 STEEL BRACKETS OTHERWISE. TO WRAP AROUND TENANT ® ALL SHELVING,TYP IMPROVEMENT A5.21 COFFEE MAKER, NIC 18 18 Aft 'Jr5 .21 A5.21 9020 SW WASHINGTON CEILING I EQ , 6 0 �� E� y P 1'TYP � CEILING CEILING SQUARE ROAD -7 DECORATIVE � r P 1B,TYP T ' i PENDANT LIGHT, TIGARD, OREGON 97223 •••il: .4"► DECORATIVE SEE LIGHTING `�, �I �► PENDANT LIGHT, �i _/ -J ,`��=� SEE LIGHTING SCHEDULE FOR SPECIFICATION, _�_ SCHEDULE FOR TENANT TYP �! SPECIFICATION, PROVIDED \ ' / ` TYP m mg '. SHRED BIN, \ 3 r.� -74.1:14.810..... ..._ �� ` SIOTLID MSURFACE r FINAL 0 II WC-1 +I _ _ WATERFA RI: EDGE. ` tl� Iic [iDTO BE SIONS +I co 8 cr x it risj �� IA•- MAINTAIN "i'‘'. n VERIFIED `r = �' zi COUNTER TOP 63 RS 1, TYP Z iv �� / �U THICKNESS DOWN w LT RB-1 A �� WATERFALL EDGE. LL w \ \ - 3' 10" �2' 0"± ,� UNDER COUNTER RB-1,TYP p .. 8'-11" '' 91-11"-± , 5,-3" ;� 61-6" r. (3) EQ DOORS CLR / REFRIGERATOR, a /I TO WALL REF-3 EQ 5'-10"± EQ w � �, , / Z A} ELEVATION B} ELEVATION w "' U w J Z 5 CABINETRY ELEVATION 0 6 CABINETRY ELEVATION CABINETRY ELEVATION • 4.1 @ COFFEE 338 1/4"=1'-0" J ■ 4.1 @ MAIL 340 114"=1'-0" w ► 4.1 @ PHONE 342 114"=1' 0" J w w w C•- FD 141'C 44 D. SLIM /- 01, ' y _cp. PORT i D, 0'EGN <� '' of 61 MACKENZIE 2026 L/ ALL RIGHTS RESERVED THESE.DRAWINGS ARE THE PROPERTY 0 MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISION SCHEDULE Delta Issued As Issue Date SHEET TITLE: INTERIOR ELEVATIONS DRAWN BY: SJR CHECKED BY: MRT, PDK SHEET 1 1 A4 . 11 , 1 JOB Nb. 2190290.06 CONSTRUCTION SET: 12/03/2020 *219029006*C:ITEMP\ACPUBLISH 10936/06 A4.11.DWG CAK 12/01/20 15:19 1:48.00 FLOOR OR ROOF STRUCTURE 33 MIL 3-1/2" METAL POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT BERC 2 , I I STUD BRACING TO FLOOR WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS 8" MAX. DIRECTLY TO WALL FRAMING CLIP / STRUCTURE AT T8'-0" OC MI ■ / ,.liw _,. WITH (2) #8 SHEET / WALL TO UNDERSIDE METAL SCREWS AT EACH ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS END. BRACING TO BE Architecture ■ Interiors 1 M OF EXISTING DECK WITHIN 8" OF PERIMETER Cilik \ NOTE; CE1..�IG JOIST MAX SPANS / � �r�� PROVIDED WHERE Planning • Engineering LATERAL BRACING WITH APPROVED VERTICAL -N � � DISTANCE BETWEEN 6005137-33 METAL STUD CEILING JOIST 3625125-18 METAL COMPRESSION STRUT AT 12'-0" OC EA WAY ° ° 0 �� 4 AllikPERPENDICULAR —� COUNTERSLOPE HANGERS IF MORE THAN 1 6 OUT OF PLUMB 2 . � {� 16" oc MAX SPAN 1T-6" W/ ' STUDS ®16" O.C. "Ipd, INTERSECTING WALLS OR 200050-54 U—CHANNEL AT MIDSPAN 3625125-18 METAL STUD CEILING JOISTw t, L S HORIZONTAL BRACING IIr "ATTACHED " .. 8E 0' OC WALLS EXCEEDS ® 16" oc MAX SPAN 7 —9 Portland,OR WALL" ° ° , \ 3625125-30 METAL - I S S a 3625137-33 METAL STUD CEILING JOIST x . ��,� STUD BRACING TO ROOF ; 3" SOUND ATTENUATION 503.224.9560 C� 16" oc MAX SPAN 10 -8 STRUCTURE AT EA STUD , •:'I BATT. 4'-Q" CENTERED ON Vancouver, WA 0� •� ALTERNATING SUSPENDED WALL WHERE NOTED. 360.695.7879 OCELNQ EDGE AT WALL NT$ © OF BRACE — }— ALTS NATI O NOTE: FOR UNATTACHED WALLS PROVIDE A CEILING CUT TILE FOR TIGHT FIT Seattle, WA 3/4 GAP BETWEEN EDGE OF ANGLE AND CLIP ,�,, AT WALLS 206.749.9993 _ GYPSUM BOARD - DO NOT SCREW BERC 2 CLIP TO TRACKCASING BEAD USG 200-A www.manze.com �" EACH SIDEl';77- 1 -jY - , TABLE MAX. LENGTH h W •_�„ \� CROSS RUNNERS FIT BETWEEN MAIN RUNNERS 1/2" DIA CONDUIT (EMT) 5'-10" �© T— , - ,\ 4 MACKENZIE. DESIGN DRIVEN I CLIENT FOCUSER OA MAIN RUNNERS AT 4 -Q OC SUPPORT WITH #12 3 4" DIA CONDUITrMTI 7'-8" I SOUND ATTENUATION WIRE AT 4'-0" OC OR WITH 110 WIRE AT 5'-0" OC EA WAYINSULATION PER PLAN I 6'-0" MAX / LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC 1 DIA CONDUIT MT 9'-9" I METAL STUDS. '� 1; _ Client EA WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND 2" SGL 1615125-33 M SRA)UU 12'_0" SEE 8/A5.20 FOR BOTTOM TRACK TO FINISH FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF (1-5/8"x20GA) 1© B/CEILING \L 1 It i SIZE AND SPACING FLOOR WITH POWDER NOTE ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN BACK TO BACK 1625125-33 15'-0" 8'-10" AFF I w xQ DRIVEN ANCHORS AT APPROVED TYPE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO MTL STUDS 1-5/8"x20GA) 8/GYP BD o 4'-0" O.C. WIRES TO HAVE A 200# CAPACITY. SUSPENDED CEILING BLDG STRUCTURE. SGL 250S125-33 MTL STUD 13'-6" f ALIGN x 2 1•''-' ETRAPEZE DUCT WORK AND w CONTINUOUS ACOUSTIC BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND OTHER LARGE (2-1/2"x2OGA) W/EXISTING OPEN TO STRUCTURE, o ` SEALANT EACH SIDE BACK TO BACK 2505125-33 , . ' DOOR THIS SIDE - AGAINST TRACK 15 -0" HEIGHT o I CONCRETE SLAB igLITHIA ASTME580 OBSTRUCTIONS MTL STUDS (2-1/2"x20GA) � o SUSPENDED CEILING CEILING JOIST FRAMING4 -S I I CEILING TRANSITION WALL TO UNDERSIDE OF GRID ITINC. NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATERii? NTS Z # METAL STUDS WITH MIDSPAN SUPPORT AND BLOCKING NTS z . 5.2. 1 1/2"=11-0" wo . f AT FLOOR AND SUSPENDED CEILING 3 =1 -0 THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. S v C) • EXISTING METAL DECK v WALL PER PLAN v v4 v CONTINUOUS 18 GAUGE ° v v EXISTING METAL DECK I .1141 +� - - ' . - . METAL PLATE FASTENED ,. . ' . LIMITING WALL HEIGHT TABLE NEW GYPSUM • - TO DECK AT 2'-0" O.C., . GYPSUM BOARD WALL AS BOARD • STAGGERED _ )_ 4 INTERIOR NON STRUCTURAL COMPOSITE WALLS L/240 0 5psf �. OCCURS ABOVE j:// • CONTINUOUS ACOUSTIC v CONTINUOUS ACOUSTIC �- \ -:'i SEALANT, EACH SIDE DESIGNATION SPACING MAX. WALL- HEIGHT CEILING EACH . . SEALANT, EACH SIDE SOUND ATTENUATION .<---S..1-„•,•,1 l'. . STUD AT JAMB, SIDE Alj . 2" DEEP TOP TRACK TO 3625125-18 24" 13'-5" BATT AS OCCURS , y TYPICAL Project � �-4 2" DEEP TOP TRACK TO I ' :i EXISTING STRUCTURE 3625125-18 16" 14'-4" GYPSUM BOARD WALL AS DRIVEWAY FINANCE EXISTING STRUCTURE .T 1 \ f 1/2" DEFLECTION SPACE \) .,:, 3625762-33 16" 16'-5" ` I% : OCCURS SUITE 301 kk (DO NOT FASTEN STUDS - 1 2" DEFLECTION SPACE - t �'4._ // TENANT IJ` / it:.. I d + t 3625162-43 16" 18'-0'� \I. ri OR GYPSUM 70 RUNNER .:I :��, "� 1,, METAL STUDS. SEE I•', :: 1 4 6005162-33 16" 24'-6" 4ill MATCH BUILDING IMPROVEMENT S _ _i STANDARD `':, � : 1 8/A5.20 FOR SIZE AND 1 T 9020 SW WASHINGTON A '.-- _ , �.. SPACING 1 ;, 4'-0" WIDE 3" SOUND NON WALLS L/360 ® 5 sf z SQUARE ROAD , r. ' •°` ATTENUATION BATT. WITH CERAMIC TILE FACING p 1 1 ;`"- , I 1 1 NEW BOTTOM TRACK i E ;;', 111 .. .:.. dll. ATTACHED TO EXISTINGW._ WHERE NOTED DOUBLE STUD AT JAMB, a i • , TIGARD, OREGON 97223 AND/OR NEWISTING TOP TRACK WITH #10 DESIGNATION SPAS MAX, WALL HEIGHT rA TYPICAL w BRACING AT SCREWS t� 1'-0" O.C. 3625125-18 16" 12'-4" y; MATCH BLDG STD Li-) — is , i—_ SUSPENDED CEILING = ,,,.,, 8 -0 O.C. SUSPENDED CEILING '_� 3625125-33 16" 14'-3" 1 �� „— .- 1/4" TEMPERED RELITE GYPSUM BOARD Z _ EXISTING TOP TRACK EACH SIDE Li � AS OCCURS, PROVIDE I I �-., SOUND ATTENUATION a -'7 "C" CHANNEL AT TOP `, - I.`'rj, � INSULATION AS OCCURS w I AND BOTTOM METAL STUDS. ,...; _' A� w � SEE 8/A5.2Q FOR � (wn ? SIZE AND ,I WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH -4IA . EXISTING WALL h SPACING CONTINUOUS ACOUSTIC _— SEALANT EACH SIDE ' GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12'-0 O.C. MAX. Li AGAINST TRACK iii.v.- 4 �- i „ 1 1/2 MAX..__,,1' T -, >- - CONCRETE SLAB m w s WALL — EXTEND TO STRUCTURE WALL — TO STRUCTURE s WALL HEIGHT TABLE 9 DOOR r_ 1 o DOOR — ADJACENT RECITE I OVER EXISTING WALL AT METAL DECK 3"=1'-O" 0 cL • rJ,2 i ¢ AT FLOOR AND DECK 3 =1 -0 Q 5.2 ¢ A 5.20HEAD SIMILAR 3"=1'-0" o A 5.20HEAD SIMILAR 3"=1'-0" o c 0 ti GYPSUM BOARD WALL AS GYP 8D WALL AS OCCURS L 2x2x18 GA ( X STUD WIDTH -1") w/ (2) #10 SMS EA ,. • OCCURS iw \ LEG `•:1 --- -r r /. TYP STEEL STUDS GYPSUM BOARD WALL A5 SOUND ATTENUATION ` SOUND ATTENUATION 16" O.C. PER SCHEDULE / 3 OCCURS BATT AS OCCURS / l.` =� '� BATT AS OCCURS _" -T- U.N.O. I DBL STUD JAMB, TYP , .� DOUBLE STUD AT JAMB, \ TYPICAL °. SEAL PERIMETER -i',: ' \ / ' � y/)/45. ..,. TYPICAL CLEAR SILICONE T 8/CCN G L_� 8'-10" AFF #10 SMS EA SIDE OVjD APC (--y, MATCH BUILDING 4- BOX HEADER, AS (` © EA STUD I D. ISLI G STANDARD BOTTOM RAIL OF FULLY REQUIRED PER HEADER 1 / SCHEDULE AND �_ SOUND ATTENUATION .� y GLAZED DOOR, BLACK Al FINISH ¢ MATCH BLDG STD DETAILS r I.' BATT AS OCCURS WEB STUD PER g, jar. BUILDING STANDARD _, SCHEDULE ' . I ti e PORT .ND, +REQ: 7 RBLACK ... '� Oil DOOR HARDWARE, �, > � -f2) , r. < OF O� FINISH � ti . _,�. - (w s <.:, B/GYP BD TYP #10 SMS z 1A/s4'0' TEMPERED RECITE � FULLY GLAZED DOOR, Inf V 8 -0" AFF 1 O.C. -. `'iii - CCURS, PROVIDE TEMPERED GLASS � 2 ® -- a _ w w f "C' CHANNEL AT TOP CV O MACKENZIE 2020 dImo' AND BOTTOM MATCH BLDG STD. AA � C ALL RIGHTS RESERVED .. ,. . _ „. I:t - - BUTT GLAZED RECITE411 1/4" TEMPERED FULL A THESE DRAWINGS ARE THE PROPERTY 0 PER PLAN HEIGHT RELITE AS 1' CONT TRACK 7&B w/ 1 1: MACKENZIE AND ARE NOT TO BE USED OCCURS W/ MFR'S I 1/2" DEEP LEG, GAUGE OR REPRODUCED IN ANY MANNER, ' '' WITHOUT PRIOR WRITTEN PERMISSION STANDARD GLAZING STOP "� 1/4" TEMPERED RELITE TO MATCH STUDS (43 WALL PER PLAN � • • i MIL MIN} (2) #10 SMS EA SIpE SCHEDULE c. REVISION CHEDU E : j' ---1 \ GYPSUM BOARD WALL, LH_ (r): l • PER PLANS m31] 1SECTfON A-A JAMB STUD PER SCHEDULE p Delta issued As issue Date A _ ¢ = CUT TRACK FLANGE & x -' . ♦ _ - TURN DOWN x w -- 12 FULLY GLAZED DOOR 13 RECITE JAMB w 14 RECITE — TYP. HEAD/S1LL W 1511 DOOR INTEGRAL RECITE R ,� I-- TYP. BOX HEADER HEAD SIMILAR 3"=1'-0" • . FRAMELESS 3"=1'-0" o A HEAD IS SIMILAR 3"=1'-O" :-.J • 55.20 3"=l'-Q" w • 5.2. 1"=1'-O" o0 • 5.20cri 0 5.21 05.2� 0 0 a a a TOP OF WALL DETAIL PER 5/A5.20 3625125-43 STUD JAMB SCHEDULE BRACING TO UNDERSIDE SHEET TITLE: OF EXISTING FLOOR/ OPENING SIZE # OF JAMB STUDS INTERIOR ROOF ® 6'-Q oc 4'-0" TO 8'-0" 2 ALTERNATING W/ (2) #8 I \. \�\ SMS AT EA END WALL BEYOND CARPET AS OCCURS 8'-Q" TO 12'_O" 3 DETAILS • \ \ 3" TEMPERED 12'-0" TO 22'-0" 3 \ GLAZING \ \ uliuulil: BTM OF SAT \\ BLACK CHANNEL, 1 16 n � SCHLUTER TRIM, PROFILE NOTES STUDS TO MATCH SIZE & GAUGE OF TYP STUDS. _'- ,_. : SAT CEILING 8'-10" AFF V \ 362S125-18 ® 16" oc ATTACH TO FLOOR TBD, FINISH TBD 45'( \ STD. FASTENERS F EM W/MANU . <-,:',. �45' CONCRETE/LVP BTM OF SOFFIT ..\. . .../../. AS OCCURS F 8'- 0" AFF SAT OR GYPSUM CEILING PER PLANS o RESILIENT SPACER HEADER SCHEDULE TO ALIGN WITH w ATTACHMENT TOP OF �r 1 8/CEILING / il ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 4 FINISH FLOOR ELEVATION MAX OPENING WIDTH HEADER SIZE TRACK SIZE CLERESTORY �, SEE CEILING PLAN / r 8'-10" AFF FINISHED FLOOR a FRAME (2) #10 SMS ® EA STUD B/GYP BD 4 < 6 -0 (2) 3625162-43 (2) 3621125-43 8'-O" AFF TO ALIGN WITH TOP OF DOOR 6'-0" — 10'-0" (2) 800S162-43 (2) 6001125-43 DRAWN BY: SJR #10 SMS TOP AND a 10'-0" - 14'--0" (2) 10005162-54 (2) 6001125-54 BOTTOM © EA STUD GYP BD I ' / 14'-0" - 22'-0" (2) 1200S162-68 (2) 600T125-68 CHECKED BY: MRT, PDK f , NEW WALL PER PLAN BLACK GLAZING CHANNEL S 1 FLOOR SLAB NOTES: �__ SHEET Q 1. FOLLOW HEADER SCHEDULE PER MAX OPENING WIDTH, U.N.O. 3" TEMPERED GLAZING - Q ON PLAN �` o .Z 2. SEE 15/A5.20 FOR HEADER ASSEMBLY DETAILS WALL BEYOND = TI o 1 FLOOR SYSTEM I- F- U A5 . 20 I-- F- � m m F- � 16 CEILING TRANSITION ' 17 RECITE — BUTT GLAZE, HEAD 1 s RECITE — BUTT GLAZE SILL AT FLR 19 FLOOR FINISH TRANSITION 20 JAMB AND HEADER SCHEDULE • 5.20 1 1/2"=1'-O" o . 5.2• 1 1/2"=1'-0" w A 5.20 1 1/2"=1'-O" A 5.20 1'-0"=1'-0" a A 5.20 1 1'-o"g (n IT a U JOB NO. ° 2190290.06 I CONSTRUCTION SET: 12/03/2020 *219029006*C:ITEMP\ACPUBLISH 10936/06 A5.20.DWG CAK 12/01/20 15:20 1:96.00 13" CLR. (2) ADJUSTABLE / U.N.°. t MELAMINE SHELVES sl SOLID SURFACE SOLID SURFACET ; Ill TRANSACTION TOP TRANSACTION TOP WOOD VENEER FACE WOOD VENEER FACE PLASTIC LAMINATE FACE I I Architecture ■ Interiors BACK PAINTED GLASS BACK PAINTED GLASS w PANEL PANEL w I Planning ■ Engineering PLASTIC LAMINATE PLASTIC LAMINATE f I 1'-3" 1'-3" COUNTER TOP W/SELF COUNTER TOP W/SELF LA, I ! BLACK FABRIC-WRAPPED i' BLACK FABRIC-WRAPPED EDGE EDGE v' TACK BOARD TACK BOARD ,- `� `� WHITE MELAMINE INTERIOR I _ 4 PLASTIC LAMINATE ,�� PLASTIC LAMINATE 2'-6" 2'-6" =� ' '' COUNTER TOP W/SELF '�' COUNTER TOP W/SELF / / / / PLASTIC LAMINATE Portland,OR L F Q. EQ. EDGE jr E•Q• EQ. EDGE COUNTER TOP WITH 4" 503.224.9560 / 2'-5 " WHITE MELAMINE INTERIOR / 2'-5 BACK SPLASH ' Z 25 TOP Vancouver,WA /. w / / 360.695.7879 LA, U.N.O. SIDE SPLASH WHERE \ - WA \ = �, S Seattle, ,.s \ , . .._ I I - ,(I ,� I \ -�,t / cn OCCUR rL' \ w r / �� 44 20 49. �, LOCKING BOX, BOX, FILE _ / LOCKING BOX, BOX, FILE 1 www.mcknze.com ip ; \ PEDESTAL, PROVIDE SUPPORT BRACKET 1_:.••....-----;-: PEDESTAL, �! •7 SUPPORT BRACKET �� -- � PROVIDE d DRAWER PER ELEVATION HARDWARE X SUSPENDED "'R i r I - HARDWARE FOR M AC K E N Z I E. Lo PEND LE - PENDAFLEX SUSPENDED I I_ i L 1 ADJUSTABLE DESIGN DRIVEN I CLIENT FOCUSED ;n - ` FILING SYSTEM. CONFIRM n f FILING SYSTEM. CONFIRM ;o ( ) I LEGAL OR LETTER FILE I I = - LEGAL OR LETTER FILE I > I MELAMINE SHELF Client `N o REQ. W/ TENANT `� METAL LETTERING N o REQ. W/ TENANT w ¢ ¢ I cn WOOD VENEER BASE w T PLASTIC LAMINATE ` cr �- METAL LETTERING oix i5Z ' Z cwn FACE w IZ MDF BASE a , WOOD VENEER BASE ¢ �"� • MDF BASE w I I j a_ cr 1 �. I-o I- _ l� * o mt o RUBBER BASE I .. , r\---"7`-. WOOD VENEER BASE z \ \ 41 z ., 1 cc s_ ` '-• LED STRIP LIGHTING, ALg LED STRIP LIGHTING, AL 2'-O" c '3 SIDES SIDES ~I --1 I o Uin Limuk U U U I 9 RECEPTION DESK SECTION RECEPTION DESK SECTION RECEPTION DESK SECTION 4 RECEPTION DESK SECTION CABINET SECTIONTO , INC. 1„_1,-0” W . 1"=1'-0" W . 1 =1 -0 Cl) ' 5.2 1"=1'-0" W , TYPICAL 3/4"=1'-0" CO o 0 o U U /13" CLR./ (2) ADJUSTABLE 1,13" CLR. / (2) ADJUSTABLE INAL DEPTH TO BE U.N.O. MELAMINE SHELVES .. I U.N.O. MELAMINE SHELVES COORDINA TED \ - FLOATING SHELVES, WITH REF-1 & 2 PLASTIC LAMINATE FACE PLASTIC LAMINATE FACE DEPTH I I > =--_-__ -N , T/y/// PROVIDE CONCEALED w ! w w SHELF SUPPORT, _, I I ,, SIMILAR TO HAFELE, 1 P-LAM FACES , W I Li _ �' 283.33.941, CONCEALED w Project Li 1 cn Li LI coNTRACEL 00TORM O w DRIVEWAY FINANCE . ) I I „ -•••1/4— - i,f'/////1 CONFIRM WEIGHT LA, — — — SUITE 301 4” SOLID SURFACE BACK REQUIREMENT 0 TENANT \ PLASTIC LAMINATE > / 25" TOP SPLASH, WHERE OCCURS > 25" TOP 4" BACK SPLASH AND > COUNTER TOP WITH 4" w / U.N.O. / ; U.N.O. / FIXED MELAMINE SHELF IMPROVEMENT 25" TOP Li 25" TOP BACK SPLASH SOLID SURFACE COUNTER SIDE SPLASH WHERE -iw w 9020 SW WASHINGTON LU / w SOLID SURFACE COUNTER w U.N.O. OCCURS W U.N.O. SIDE SPLASH WHERE //' TO-FAUCET / 1' 5 MAX TOP, RETURN AT END I 1'-5" MAX TOP, RETURN AT END SQUARE ROAD SOLID SURFACE COUNTER OCCURS WALL CONDITIONS /TO FAUCET / WALL CONDITIONS TIGARD, OREGON 97223 TOP CONTROLS CONTROLS ` _ A \ \ \ rc (1) ADJUSTABLE .--- r . it MELAMINE SHELF in WRAP ALL EXPOSED PIPE in WRAP ALL EXPOSED PIPEcn > ' � PER CODE '�� PER CODE FIXED PLASTIC0 > -J I I SOLID SURFACE 0 LAMINATE SHELF w LLI U) LU > WATERFALL EDGE AS > I IU o I W W = _ - _ = OCCURS W ,� a / 8" Z z o Y / 8 v, Z ? o Y v7 Li I PLASTIC LAMINATE W I I PLASTIC LAMINATE a T 0 L`' OR VENEER FACE, v FACE ! ;,� in `� PLASTIC LAMINATE Y in "� PLASTIC LAMINATE v) PER ELEVATION w I I I _I FACE o I _I FACE o RB-1 BASE PER ELEVATION RUBBER BASE 6" I 6" _ i z LA,_ ,_ ,�. a, gy ATTACHED TOE-KICK 4 Z �, a, • ATTACHED TOE-KICK 4 A H ,� ,� cn AFF, WITH RUBBER BASE AFF, WITH RUBBER BASE �I 2'-O" r �3 �• 2'-0" f•3h z w o 2 -0 o Jr, X w , ., 0 2'-0" o � . a_ / ¢ Jr / s COUNTER SECTION W CABINET SECTION WI s CABINET SECTION I 9 CABINET SECTION wI 1 o UPPER CABINET SECTION0 w . .55.2 TYPICAL 3/4"=1'-O" Q TYPICAL 3/4"=1'-0" m ' 5.2 ADA SINK WITH ATTACHED TOE KICK 3/4"=1'-O" Q . .55.2 ADA SINK WITH ATTACHED TOE KICK 3/4"=1'-0" m , 5.2 TYPICAL 3/4"=1'-0" a U U U U U 25" CLR. U.N.0. / Si> _�, _..,_ L_ //// �_ ////////// " FLOATING SHELVES, LJ > > PROVIDE STEEL SHELF -J W Li FLOATING SHELVES, w LA, PROVIDE CONCEALED w SUPPORT. STEEL TO BE W w SHELF SUPPORT, SIMILAR WRAPPED AROUND ALL 1: cin 1 /y////// - FLOATING SHELVES, W W PROVIDE STEEL SHELF cn TO HAFELE, 283.33.941, SHELVING. BLACK D. > SUPPORT. STEEL TO BE 's----- /// CONCEALED STEEL 100 �.— %/////////f CPONTRADER CTOR T LA, > MM. CONTRACTOR TO > CONTRACTOR TO • _, WRAPPED AROUND ALL Li W CONFIRM WEIGHT AND P-LAM FACES Lii SHELVING. BLACK W CONFIRM w STEEL GAUGE w W REQUIREMENT WEIGHT REQUIREMENT POWDERCOATED. A� �� t Li /�y///// CONTRACTOR 70 W w T CONFIRM WEIGHT AND �---- f�///// ///////// Cl) 4 BACK SPLASH AND \ ~' ' 1 i D. /SLING f' 1) fh > STEEL GAUGE SIDE SPLASH WHERE4......_ 3 -10 S.S. TOP H REQUIREMENT > 25 TOP ,* OCCURS / SOLID SURFACE > 25 TOP • / y 1 UJ -I LI, w P-LAM AT ALL 2 -3 1'-7" w ' LA, 25" TOP -J U.N.O. MICROWAVE » / COUNTERTOP w U.N.O. P NEL �/ PORT D, 'E I / / SOLID SURFACE COUNTER CUBBY FACES T --- --- t LA, SOLID SURFACE COUNTER .(*)PORT �.1�" U.N.O. SOLID SURFACE COUNTER TOP TOP �� TOP °'- CANTILEVERED II-- '1" OF Qg , ,, MICROWAVE \ w (1) ADJUSTABLE DRAWER PER ELEVATION COUNTERTOP DRAWER PER ELEVATION --,--� �-- -- - SHELF 0 MELAMINE SHELF cn > FOR BAR w I HEIGHT ISLAND SOLID SURFACE Q s (1) ADJUSTABLE C (1) ADJUSTABLE CO MACKENZIE 2020 w I_,I 1 WOOD MELAMINE SHELF = © ALL RIGHTS RESERVED -J > WATERFALL EDGE AS m > I - MELAMINE SHELF w VENEER > I I- W W LA, HARDWARE AS u) w THESE DRAWINGS ARE THE PROPERTY O _, , 4 _,_ _ , = L OCCURS = _I _, SOLID SURFACE k. MACKENZIE AND ARE NOT TO BE USED Lu w w _ _ _ _ OCCURS IN • SOLID w _ __ _ __ Ly, �- - — — WATERFALL EDGE OR REPRODUCED IN ANY MANNER, v) W I I PLASTIC LAMINATE w W ELEVATION SURFACE w - W WITHOUT PRIOR WRITTEN PERMISSION Li cW,y OR VENEER FACE, cv) PLASTIC LAMINATE J P-LAM • WATERFALL PLASTIC LAMINATE RB-1 CO I I PER ELEVATION LA, F I FACE ILL' DRAWERS '''F I EDGE z I I FACE _ 0 BASE PER ELEVATION w RUBBER BASE I RUBBER BASE WOOD a RUBBER BASE REVISION SCHEDULE - 1 VENEER BASE o Ir cr T H NI T me_._._::______---------_ \�h ,` I © ^� H 3 Delta Issued As Issue Date LA, 2'-0" `3� 0 2'-0„ 1ph 3 - 4, 2 -O" '� `3 ct 0 - I I I I 11 UPPER CABINET SECTION w 12 COUNTER SECTION W 13 CABINET SECTION W 14 CABINET SECTION W 15 CABINET SECTION Li A 5.2 TYPICAL 3/4"=1'-0 m . 5.2 TYPICAL 3/4f -O m A 5.2 TYPICAL 3/4"=1'-0 m ► 5.2 TYPICAL 3/4"=1 -0 m‘tr A 5.2 TYPICAL 3/4"=1'-0CO 0 0 U 0 0 I I NOTES: NOTES: S A. WRAP ALL EXPOSED EDGES WITH PLASTIC A. WRAP ALL EXPOSED EDGES WITH PLASTIC , I 3„ PLYWOOD BACKING LAMINATE. LAMINATE. 1 IVIA j I i WWI I I SHEET TITLE: WITH VN-1, BUTT B. SCRIBE TO FIT CASEWORK AT ALL WALLS. B. SCRIBE TO FIT CASEWORK AT ALL WALLS. INTERIOR / MATCH PANEL JOINTSit 2" THICK HIGH I DETAILS DENSITY COMMERCIAL GRADE FOAM CUSHION, WALL PER PLAN WALL PER PLAN STRUCTURAL SUPPORT UPHOLSTERED PER OPEN TO fes` BEAM PER 2 & 5/A5.22 ELEVATION —__,/,__- — STRUCTURE \ -:: • 6005162-43 24" CEILING, BOTH • 0.C. SIDES OF 4005162-43 BLOCKING 2' 0" / SIDE SPLASH, AS OCCURS _ 2,_0» 'r SIDE SPLASH, AS OCCURS SOFFIT ; , .-1 • BETWEEN FRAMES - PLASTIC LAMINATE PLASTIC LAMINATE S• 43 MIL MIN TRACK COUNTER TOP WITH SELF COUNTER TOP WITH SELF BTM OF SOFFIT ' L . :....., .. ,.,. . , r _../:-Ni JUNCTION BOX FOR I EDGE AND 4" BACK SPLASH EDGE AND 4" BACK 8'-10"f AFF ` ` \ SPLASH TO ALIGN WITH 4POWER OUTLET N, TOP OF ' SEE CEILING PL N PLYWOOD BACKING 1'-g.. 256 ,� „ PROVIDE ANGLE SUPPORTS NANA WALL / ,' II_._ _4 ..__11 WITH VN-1, BUTT _I . . ANGLE 2X2X4 ® 24 O.C. AS REQUIRED, PAINT TO (2) #10 SMS ® EA STUD DRAWN BY: SJR MATCH PANEL JOINTS > ATTACH TO STUD WITH > MATCH P-1 Cal '_1-- L_ 400.5162-43 ® 24" w � - (4) #12 TEK SCREWS _J #10 SMS TOP AND :� . •/ O.C., MIN (3) #10 SMS BOTTOM ® EA STUDCHECKED BY: MRT, PDK -� ":,..0,27- W LU I EA END V) BASE, PER PLAN cwn BASE, PER PLAN 1- 4005162-43 BLOCKING o SHEET no 60 O f• BETWEEN FRAMES za (E) SLAB tI) \ ' 4005162-43 ® 8" MAX • FASTEN TO (E) SLAB ( \ Lu 24" 0.C., (3) #10 MAX 2'-2" / W/ PDPA W/ 3/4" Z A5 • 21 SMS EA END I' / EMBED m ¢ W 16 — SEATING �I 17 COUNTER SECTION W s COUNTER SECTION ,:r 19 CEILING TRANSITION o SECTION BOOTH I ' 5.2 1„=1'-0” co A 5.2 C� PHONE 342 3/4"=1'-0" 0 5.2 co MAIL 340 3/4"=1'-O" o A 5.2 1 1/2"=1'-O" o U 0 0 Cl) JOB NO. 2190290.06 CONSTRUCTION SET: 12/03/2020 *219029006*C:ITEMPIACPUBLISH 10936/06 A5.21.DWG CAK 12/01/20 15:20 1:96.00 M . DESIGN CRITERIA STRUCTURAL STEEL POST-INSTALLED ANCHORS 1.GOVERNING BUILDING CODE:2019 OREGON STRUCTURAL SPECIALTY CODE 1. ALL W-SECTION SHAPES SHALL CONFORM TO ASTM A992.CHANNEL SHAPES AND PLATES SHALL CONFORM TO 1. POST-INSTALLED ANCHOR SYSTEMS SHALL COMPLY WITH THE LATEST REVISION OF ICC-ES ACCEPTANCE Architecture . Interiors ASTM A36.(UNLESS OTHERWISE NOTED ON THE DWG). CRITERIA AND HAVE A VALID ICC-ES REPORT(OR APPROVED EQUIVALENT)IN ACCORDANCE WITH THE SPECIAL INSPECTION 2. STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A53,GRADE B(Fy=35 KSI). MILL TEST REPORTS FOR APPLICABLE BUILDING CODE. Planning ' Engineering IN ACCORDANCE WITH IBC CHAPTER 17,THE FOLLOWING TYPES OF WORK REQUIRE SPECIAL STEEL PIPE SHALL BE SUBMITTED FOR APPROVAL. 2. UNLESS OTHERWISE NOTED ON THE DRAWINGS USE ANCHORS LISTED BELOW: INSPECTION.SEE THE SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL REQUIREMENTS FOR 3. HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500,GRADE C(Fy=50 KSI RECTANGULAR,Fy= • EXPANSION ANCHORS IN CONCRETE SHALL BE ONE OF THE FOLLOWING: INSPECTION AND TESTING.SPECIAL INSPECTION SHALL BE PAID FOR AND PROVIDED BY THE OWNER. 46 KSI ROUND). • HILTI HSL-3 CARBON STEEL HEAVY DUTY EXPANSION ANCHOR(ICC-ES REPORT SR-1545) 4. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 GR 36,UNLESS NOTED OTHERWISE. • HILTI HDA CARBON AND STAINLESS STEEL UNDERCUT ANCHOR(ICC-ES REPORT ESR-1546) FREQUENCY 5. STRUCTURAL STEEL DETAILING,FABRICATION AND ERECTION SHALL CONFORM TO THE LATEST EDITION OF • HILTI KWIK BOLT TZ CARBON AND STAINLESS STEEL ANCHORS(ICC-ES REPORT ESR-1917) Ln AISC"SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"WITH AMENDMENTS,AND THE AISC"CODE OF • DeWALT POWER-STUD+SD2 ANCHOR(ICC-ES REPORT ESR-2502) D• 0 STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES,"WITH AMENDMENTS. • SIMPSON STRONG-TIE STRONG-BOLT 2 ANCHOR(ICC-ES REPORT ESR-3037) z• 0 6. BUCKLING-RESTRAINED BRACED FRAMES SHALL CONFORM TO THE REQUIREMENTS OF AISC 341,SEISMIC • ADHESIVE ANCHORS IN CONCRETE SHALL BE ONE OF THE FOLLOWING: Portland, OR z• E PROVISIONS FOR STRUCTURAL STEEL BUILDINGS AS WELL AS THE DESIGN PARAMETERS SET FORTH IN THE •• HILTI H1T-RE 500 V3 ADHESIVE ANCHOR(ICC-ES REPORT ESR-3814) 503.224.9560 MATERIAL TASK ov a RESPONSIBLE FIRM DRAWINGS.STRUCTURAL CALCULATIONS AND DETAILS FOR THE BRB CONNECTIONS SHALL BE PROVIDED BY • HILTI HIT-HY 200 ADHESIVE ANCHOR(ICC-ES REPORT ESR-3187) A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THE PROJECTS TO ARCHITECT/ENGINEER BEFORE • DeWALT PURE 110+EPDXY ADHESIVE ANCHOR(ICC-ES REPORT ESR-3298) `` `` Vancouver, WA CAST-IN-PLACE BOLTS INSTALLED IN CONCRETE INSP - SPECIAL INSPECTOR SUBMITTING TO JURISDICTION FOR REVIEW AND PERMITTING. • DeWALT AC200+ADHESIVE ANCHOR(ICC-ES REPORT ESR-4027) `Rv C T UR 360.695.7879 7. BOLTS 3/4"0 AND GREATER TO BE ASTM A325 OR ASTM F1852,TYPE 1 (TWIST-OFF TENSION CONTROL BOLTS) • SIMPSON STRONG-TIE SET-XP EPDXY ADHESIVE ANCHOR(ICC-ES REPORT ESR-2508) Gj • •. �� CONCRETE ADHESIVE ANCHORS INSP - SPECIAL INSPECTOR WITH THREADS INCLUDED IN SHEAR PLANE,INSTALLED PER SECTION 8.FOR BOLTS INDICATED AS SLIP • SIMPSON STRONG-TIE AT-XP EPDXY ADHESIVE ANCHOR(IAPMO UES ER-263) � I Iv Seattle, WA EXPANSION ANCHORS - INSP SPECIAL INSPECTOR CRITICAL ON THE DRAWING MINIMUM PRETENSION AS STATED IN TABLE 8.1 AND INSPECTED PER SECTION 9 • SCREW ANCHORS IN CONCRETE SHALL BE ONE OF THE FOLLOWING: ,\r�� , G I N � O/ 206.749.9993 SHOP FABRICATION - - NOTE 1 OF THE RCSC SPECIFICATION.FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS.PROVIDE ASTM A490 • DeWALT SCREW-BOLT+SCREW ANCHOR(ICC-ES REPORT ESR-3889) � 4' 53,087 1�y I i!f i i 1 1 1 1 i 1 1 i i 1 1 i i 1 1 1 1 1 1! 1 i l 1! I Wu� f 1 1 1 f 1 l 1 1.: • ■ SHOP WELDING - - NOTE 1 BOLTS OR ASTM F2280 TWIST-OFF TENSION CONTROL BOLTS WHERE ASTM A490 BOLTS ARE INDICATED ON • HILTI KWIK HUS-EZ SCREW ANCHOR(ICC-ES REPORT ESR-3027) = r �' ,,, . WWW.mcknze.com STEEL FRAME FOR PLANS OR DETAILS.BOLTS NOTED AS TYPE SC(SLIP-CRITICAL)IN DETAILS SHALL BE INSTALLED AS SLIP- • SIMPSON STRONG-TIE TITEN HD SCREW ANCHOR(ICC-ES REPORT ESR-2713) - CONFORMANCE WITH - INSP SPECIAL INSPECTOR CRITICAL WITH FRYING SURFACES PREPARED AS CLASS A SURFACE PER AISC 360.FOR BOLTS LESS THAN • ANCHORS IN CONCRETE OVER STEEL DECK SHALL BE ONE OF THE FOLLOWING: +60" • CONSTRUCTION DOCUMENTS 314"0 USE A307.FOR BOLTS NOT INDICATED AS SLIP CRITICAL SNUG TIGHT CONNECTIONS ARE ACCEPTABLE. • HILTI KWIK BOLT TZ CARBON AND STAINLESS STEEL ANCHORS(ICC-ES REPORT ESR-1917) OR'• ON +60' MACKENZIE. 8. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED ON THE CONTRACT DOCUMENTS IS • HILTI HIT-RE 500 V3 ADHESIVE ANCHORS(ICC-ES REPORT ESR-3814 v " v - ■ STRUCTURAL STEEL, FIELD WELDED CONNECTIONS ) � � � V STEEL DECK,& SINGLE-PASS FILLET WELDS PROHIBITED WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER AS TO LOCATION,TYPE OF • DeWALT POWER-STUD+SD2 EXPANSION ANCHOR(ICC-ES REPORT ESR-2502) �y 08, / !1 1 1 1 I f' DESIGN DRIVEN I CLIENT FOCUSED PRECAST CONCRETE EQUAL TO OR LESS THAN INSP SPECIAL INSPECTOR SPLICE AND CONNECTION TO BE MADE. • DeWALT POWER-STUD+SDI EXPANSION ANCHOR(ISS-ES REPORT ESR-2818) DO j (328 � - 5/16" 9. HEADED SHEAR CONNECTORS STUDS ON COMPOSITE STEEL BEAMS SHALL BE UNIFORMLY SPACED U.O.N. • DeWALT SCREW-BOLT+SCREW ANCHOR(ICC-ES REPORT ESR-3889) ` = Client HIGH-STRENGTH BOLT [NSP SPECIAL INSPECTOR DO NOT USE MORE THAN ONE STUD PER RIB WHERE THE NUMBER OF STUDS REQUIRED IS LESS THAN OR • SIMPSON STRONG-TIE STRONG-BOLT 2 WEDGE ANCHOR(ICC-ES REPORT ESR-3037) EXPI ti-�� : 12/31/201 INSTALLATION(BEARING TYPE) - TEST TESTING LAB EQUAL TO THE NUMBER OF RIBS AVAILABLE.PLACE A MINIMUM OF ONE STUD PER RIB FULL LENGTH OF THE • SIMPSON STRONG-TIE TITEN HD SCREW ANCHOR(ICC-ES REPORT ESR-2713) BEAM. PLACE ADDED STUDS IN EACH RIB BEGINNING AT THE SUPPORTS AT EACH AND MOVING TOWARDS • EXPANSION ANCHORS IN MASONRY SHALL BE ONE OF THE FOLLOWING: HIGH-STRENGTH BOLT NSP SPECIAL INSPECTOR THE MID-SPAN UNTIL REQUIRED NUMBER OF STUDS IS SUPPLIED. FOR MULTIPLE STUDS TRANSVERSE TO THE • HILTI KWIK BOLT 3(KB3)ANCHORS(ICC-ES ESR-1385) INSTALLATION(SLIP-CRITICAL) - TEST TESTING LAB LONGITUDINAL AXIS OF THE BEAM.,THE MINIMUM STUD SPACING TO BE 3'OC AND 1"MINIMUM CLEAR FROM • DeWALT POWER-STUD+SD1 (ICC-ES ESR-2818) r SPECIAL CASES THE FLANGE EDGE.SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO THE INSTALLATION OF THE HEADED •• SIMPSON STRONG-TIE WEDGE-ALL ANCHOR(ICC-ES REPORT ESR-1396} FT-RAINING NOTES- STUDS. SIMPSON STRONG-TIE STRONG-BOLT 2 WEDGE ANCHOR(IAPMO UES ER-240) L SPECIAL INSPECTION OF SHOP FABRICATION AND SHOP WELDING SHALL MATCH THE 10. HEADED CONCRETE ANCHORS SHALL BE NELSON HEADED CONCRETE ANCHORS(OR APPROVED EQUAL), • ADHESIVE ANCHORS IN MASONRY SHALL BE ONE OF THE FOLLOWING: REQUIREMENTS FOR FIELD FABRICATION AND FIELD WELDING UNLESS SHOP CERTIFICATION AND SHALL CONFORM TO ASTM A108.ANCHORS SHALL BE AUTOMATICALLY END WELDED WITH SUITABLE • HILTI HIT-HY 270 ADHESIVE ANCHOR(ICC-ES REPORT ESR 4143&4144) ------- - '- 00 r DOCUMENTS ARE REVIEWED AND ACCEPTED BY THE OWNER.IF APPROVED BY THE OWNER, STUD WELDING EQUIPMENT IN THE SHOP OR IN THE FIELD- WELDING SHALL BE IN ACCORDANCE WITH THE • DeWALT AC100+GOLD ADHESIVE ANCHOR(ICC-ES REPORT ESR-3200 FOR CMU&ICC-ES REPORT �� '��`` SPECIAL INSPECTION OF SHOP FABRICATION AND SHOP WELDING SHALL NOT BE REQUIRED RECOMMENDATIONS OF THE NELSON STUD WELDING COMPANY. ESR-4105 FOR UNREINFORCED MASONRY) C FOR CERTIFIED FABRICATORS AS REQUIRED BY THE STRUCTURAL STEEL SECTiDN OF THE 11- DEFORMED BAR ANCHORS(DBA)SHALL BE NELSON DEFORMED BAR ANCHORS(OR APPROVED EQUAL),AND • SIMPSON STRONG-TIE SET EPDXY ADHESIVE ANCHOR(ICC-ES REPORT ESR-1772) L ELITHIA GENERAL STRUCTURAL NOTES.EXCEPTIONS:ALL COMPLETE-PENETRATION WELDS ARE SHALL BE MADE FROM LOW CARBON STEEL CONFORMING TO ASTM A496. ANCHORS SHALL BE • SIMPSON STRONG-TIE SET-XP EPDXY ADHESIVE ANCHOR(IAPMO UES ER-265) REQUIRED TO BE ULTRASONICALLY TESTED BY AN INDEPENDENT TESTING LAB. AUTOMATICALLY END-WELDED WITH SUITABLE WELDING EQUIPMENT IN THE SHOP OR IN THE FIELD.WELDING • SIMPSON STRONG-TIE AT-XP EPDXY ADHESIVE ANCHOR(IAPMO UES ER-281) 0 SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE NELSON STUD WELDING COMPANY. • SCREW ANCHORS IN MASONRY SHALL BE ONE OF THE FOLLOWING: 1'I Li TORSINC• 2_ CONTINUOUS INSPECTION REQUIRED FOR WELDING OF REINFORCING STEEL RESISTING 12. WELDS USED IN MEMBERS&CONNECTIONS DESIGNATED IN THE DRAWINGS AS SEISMIC FORCE REISSTING • HILTI KWIK HUS-EZ SCREW ANCHOR(ICC-ES REPORT ESR-3056) (E) CONCRETE COLUMN. (N) FULL HEIGHT HSS5X5X3/16 COLUMN, , FLEXURAL&AXIAL FORCES IN INTERMEDIATE&SPECIAL MOMENT FRAMES, BOUNDARY SYSTEM(SFRS)SHALL BE MADE WITH FILLER METALS MEETING THE REQUIREMENTS IN AWS D1.8 SECTION 6.3 • DeWALT SCREW-BOLT+SCREW ANCHOR(ICC-ES REPORT ESR-4042) ELEMENTS OF SPECIAL STRUCTURAL WALL OF CONCRETE,&SHEAR REINFORCEMENT_ (AISC341-10 SECTIONS A3.4a&b). WELDS USED IN MEMBERS&CONNECTIONS DESIGNATED IN THE DRAWINGS • SIMPSON STRONG-TIE TITEN HD SCREW ANCHOR(ICC-ES REPORT ESR-1056) SEE SK3 FOR COLUMN TO CENTER I N WALL. SEE SK2 FOR PERIODIC INSPECTION IS ACCEPTABLE FOR WELDING OF OTHER REINFORCING STEEL. AS DEMAND CRITICAL(DC)SHALL BE MADE WITH FILLER METALS MEETING THE REQUIREMENTS IN AWS D1.8 3. ANCHORS INSTALLED IN THE BOTTOM OF CONCRETE OVER STEEL DECK SHALL BE INSTALLED IN THE BOTTOM BEAM ATTACHMENT ATTACHMENT TO FLOOR ABV & BELOW SECTION 6.3,INCLUDING SUB-CLAUSES 6.3.5,6.3.6,6.3.7,&6.3.8 FLUTE ONLY. 1 , 13. SUBMIT A WELDING PROCEDURE IN ACCORDANCE WITH LATEST EDITION OF AWS D1.1.WHERE WELDS ARE 4. ANCHORS ARE NOT TO BE INSTALLED UNTIL CONCRETE HAS REACHED ITS DESIGN STRENGTH. RU C TUR FOR MEMBERS DESIGNATED PART OF THE SFRS OR LABELED DEMAND CRITICAL,WELDING PROCEDURES 5. FOR ANCHOR EMBEDMENT,SEE DRAWINGS OR TYPICAL DETAIL.USE EMBEDMENT RECOMMENDED BY �D ; r r 'Q� SHALL CONFORM TO AWS D1.8 AND MANUFACTURER'S RECOMMENDATIONS(WHERE APPLICABLE).APPROVED MANUFACTURER WHERE NO EMBEDMENT IS SHOWN. e � F�' PROCEDURES TO BE SUBMITTED TO SPECIAL INSPECTOR FOR REVIEW AND APPROVAL THEN TO THE 6. MANUFACTURER'S INSTALLATION TRAINING AND CERTIFICATION IS REQUIRED ON ALL POST-INSTALLED SK4 _,4 ,-,-, G 1 N , c�'/ ENGINEER FOR REVIEW. ANCHORS FOR ANCHOR INSTALLER. ' 53,087 15 �Y 14. WELDS SHALL CONFORM TO AWS SPECIFICATIONS. WELDERS SHALL BE CERTIFIED UNDER AWS 7. CONTRACTOR COORDINATE ANCHOR AND REINFORCING LOCATION.IT IS UNACCEPTABLE TO CUT REBAR FOR ,r SPECIFICATIONS. E70xx ELECTRODES SHALL BE USED FOR ALL WELDS. POST INSTALLED ANCHORS WITHOUT PRIOR APPROVAL FROM A&E. 15. SEE FRAME ELEVATIONS FOR LOCATION OF PROTECTED ZONES FOR LATERAL RESISTIVE FRAMES.NO (N) W 14X22 "\\\ CONNECTIONS OR ATTACHMENTS ARE PERMITTED WITHIN PROTECTED ZONES. Project 16. LOWEST ANTICIPATED SERVICE TEMPERATURE(LAST)SHALL BE 50°F FOR INDOOR CONDITIONED ." ., , 0 -' / • 0 e v STRUCTURES&0°F FOR OUTDOOR/UNCONDITIONED STRUCTURES DRIVEWAY FINANCE S b 08, 2 , 17. ALL EXTERIOR STEEL TO BE GALVANIZED.PLUG GALV HOLES WI ALUMINUM PLUGS. \ . or D MCP 32'-9" MAX SUITE 301 .,, PER ARCH, 'EXPIRES: 12/31/20 / ‘, N, TENANT . 1-11111 IMPROVEMENT 9020 SW WASHINGTON STRUCTURAL GENERAL NOTES SQUARE ROAD SKO PARTITION FRAMING PLAN TIGARD, OREGON 97223 914" = 1'-0" STRUCTURAL GENERAL NOTES PARTITION FRAMING PLAN NTS ' NTS T UR ' UCTUR ,��Q,ED PRO .�` �`L9 'Race s s. C. �G 1 NES /� \5� �G 1 �/O w QED PROFF, 53,087 - _ w 53,08 eP f r ! r� PL }I Z}� lfJ X \ ��G 1 N 4,4, /O I (2) €/z" -HIt..7k �. 53,087 * 14 ` Zt1 0." 1 O --a , . •KW(K-4I t�S 0 S �" A-z) ` vir, O Nv �!r}Os, F• 0• 2p� v�' I` O2�� :' c� OR •► vl I'f Z r'C�` 2,CJ ILA r to a"-h B I,.:° s , �, �'I j� ► • MCa , _ MCC) Ory Fe, r3-°"' " M!N �• - 3 .� it IE SES: 12/31/201 ' - - � SIRES: 12/31/201 ' OC • - - - - 1 SSC I ,a I y k� `��; /14)C4',.... (E) P1- 9t.AC Al \I 1 . PLA, (UN L 4 , IE IVs: 12/31/201 - I �� ,� ! 1- L.I______ . Icalf K t D. #SLiN 0,1) ,..._.__._.------"----------------)t - 4-1,112 I • - ./16.1(). . 11 I 7/: 5�t PORTL, D, t RE* I - 7/ ______, f -3 I - _ s I D w/ , ,.. o r , i1;44.1:2 , 1 vtCE`s �c�LE r< �2 �''�-- 1 ' � ' OF og z MSN Mlltif FL. / q I r2 II I /� (Q ` f� Zr 1 U� �, �5� © ALL RIGHTS RESERVED Pt- // .J �,p '1•r f L7/ 1C- (A PDQ THESE DRAWINGS ARE THE PROPERTY 0 E51(RSD I G�G tnQ�1 wI E MACKENZIE AND ARE NOT TO BE USED . ` i iuA.YS h I � f 74 �M g�� WIOTHOU REPRODUCED PRIQR WRITTEN PERMISSION LJ I I /��f7j )".4/8?'' f (�{r �Ay r 1 F+ 3l$ x I0x Co Wi (4) � .I t' �Oc-'rS 3" �' �{tLT 1k IfvS :/!, , ,E,yoew �3 '� f� 4 3 I REVISION SCHEDULE t' I Kw 1 / I r/ ,' �' I Delta Issued As Issue Date 1Z , 1 i t v f � I D Pz atr ►. S -O I r 111). "ix' I 3 0 m n1 E or r otr c.dit rJ 011. :40°1/. �` T I .. . 1\j D-: Ll/11 V , e - ace / \\/' , • 'k r �x I 1\�ciTE: 1''-r 5��1 e,S t'� C o vi-•• / r f 13ee L1ti1\.i t,-4 'to = 2 t Z.'542.( tit t�`' 1 11 `�I I L x� _� I 1t h�atc- 44d t� ((� (DNC C�Lt//YIN P� lz - - kvvtn *�a rN PT ,� 00LUrYIN Kgs. w/ �.2'�I(zif i I 1 TCt••1L�o tl I Li., k,A.Nc- (u5 p 8- -0 4,A -1‘,_ !Ei._ s/(6,.V \ 1 ' � ,5h � I� Mtn (!_r------"<- `-1LES pT s�A 3R�� >s��L -�a tr n k�it1 i�'. SHEET TITLE:6 Cb }� �� C ONS C O ,t�1� 1STRU CTU RAL SKS - • _ DETAILS 0 OA) 1-12 COw i I By By --. ,-. . -„ .-. •. , By eCEARPortland,OR Portland,OR Portland,OR S 503.224.9560 MACKENZIE ■ Date YEARS 503.224.9560 MACKENZIE ■ Date YEARS 503.224.9560 M I< E Z E Date Vancouver,WA ARCHITECTURE • INTERIORS • STRUCTURAL Vancouver, WA ARCHITECTURE • INTERIORS • STRUCTURAL Vancouver,WA ARCHITECTURE • INTERIORS STRUCTURAL 360.695.7879 ENGINEERING • CIVIL ENGINEERING LAND Job# 360.695.7679 ENGINEERING • CIVIL ENGINEERING LAND Job# -_--_ 360.695.7879 ENGINEERING CIVIL ENGINEERING LAND Jobtt IISeattle,WA USE PLANNING TRANSPORTATION PLANNING Sht. of M II Seattle,WA USE PLANNING - TRANSPORTATION PLANNING Sht of M . Seattle,WA USE PLANNING • TRANSPORTATION PLANNING Silt. of www.mcknze.com 206.749.9993 LANDSCAPE ARCHITECTURE "2020 Mackenzie,All rights reserved. WWW.mcknze.com 206.749.9993 LANDSCAPE ARCHITECTURE :2O20 Mackenzie.All rights reserved. WW w.mCknze.corn 206.749,9993 LANDSCAPE ARCHITECTURE '2020 Mackenzie.All rights reserved. DRAWN BY: SJR 0 HSS COLUMN DETAIL 4 CONNECTION TO (E) COLUMN DETAIL BEAM BRACE DETAIL CHECKED BY: MRT, PDK NTS A 5.2 NTS ' NTS SHEET A5 . 22 , , JOB NO. 2190290.06 CONSTRUCTION SET: 12103/2020 *219029006* C:\TEMPIACPUBLISH_10936106_A5.22.DWG CAK 12/01/20 15:20 1:96.00 DOOR SCHEDULE HARDWARE GROUPS IVII 1111 DOOR DOOR OPENING DOOR FRAME HARDWARE Architecture i Interiors NOTES: NO. SIZEDETAILS GROUP RATING COMMENTS H-1: CARD READER LOCKSET F86 GRADE A. ALL DOORS ARE SOLID WOOD THK TYPE I MATL FINISH MAIL FINISH 1, BUTTS SEAL, STOPS, ELECTRIC Planning Engineering CORE, FLUSH DOORS UNLESS 301A 3'-0x8'-6" EXISTING DOOR H-2 - 1 STRIKE, & REQUEST TO EXIT ON NOTED OTHERWISE. SIDE WITHOUT CARD READER B. SIZE OF VISION PANELS ARE 301E 3'-0x8'-10" - GUR GL GL - - 1 C/A6.10 H-2 - - STANDARD TO DOOR MFR. 302A 3'-0x8'-2" 1-3/4" FUR SC S EX P 1D/A6.10 H-3 - H-2: NEW MAGLOCK W/ CARD READER UNLESS NOTED OTHERWISE. 9 9 AI SIM 303A 3' 0x8'-2" 1-3/4" FUR SC S HMK P 1 DIA6.10 H 3 PUSH/PULL ON PIVOTS, & •5.20 A 5.20 •5.20 +5.20 REQUEST TO EXIT ON SIDE Portland,OR 304A 3'-0x8'-2" 1-3/4" FUR SC S HMK P 1D/A6.10 H-3 - - WITHOUT CARD READER 503.224.9560 Vancouver,WA 306A 3'-0x8'-2` 1-3/4" FUR SC S HMK P 1 EIA6.10 H-3 H-3: PASSAGE 360.695.7879 a'TEMPERED GLASS 307A 3'-0x8'-2" 1-3/4° FL SC S HMK P 1A/A6.10 H-3 - _ LATCHSET F75 GRADE 1, BUTTS, Seattle WA a"TEMPERED SEAL, STOPS 206.749.9993 GLASS VISION PANEL / // 308A 3'-0x8'-2" 1-3/4" FG SC S HMK P 1B/A6.10 H-3 - - / 309A 3' 0x8'-2" 1 314" SVFG SC S 1F/A6.10 H-4 H-4: SLIDING "BARN" DOOR PROVIDE PULL HARDWARE TO WWW.mcknze.GOm 310A 3'-0x8'-10" - GL/R GL G - - 1C/A6.10 H-2 - - MATCH BUILDING STANDARD M AC I< E N Z I E . J / BUILDING STANDARD 311A 3'-0x8'-2" 1-3/4" FG SC S HMK P 1B/A6.10 H-3 FINISH. SLIDER HARDWARE TO BEPEMKO POLISHED STAINLESS DESkON DRIVEN I CLIENT FOCUSED HARDWARE 312A 3'-0x8'-0" 1-3/4" FL SC S HMK P 1A/A6.10 H-3 - - STEEL W6OP/6. Client < cc J ( CC wJ O p O p 313A 3'-0x8'-0" EXISTING DOOR O p O ❑ H-5: PRIVACY LOCK, LOCKSET F76 pw = w 2 314A 3' 0x8'-0" EXISTING DOOR H 5 4 W/OCCUPANCY INDICATOR, GRADE LU U w v 1, LATCHBOLT RETACTED BY 3 • ,_ • 315A 3'-0x8'-0" EXISTING DOOR - LEVER FROM EITHER SIDE UNLESS c..-5.20 5.20 9 9 \ //// 12 \ // 316A 3'-0x8'-0" EXISTING DOOR EXISTING DOOR OUTSIDE IS LOCKED BY INSIDE THUMBTURN. TURNING INSIDE •5.20 317A 3'-0x8'-0" LEVER OR CLOSING DOOR \ \ 318A 3'-0x8'-0" EXISTING DOOR UNLOCKS OUTSIDE LEVER, BUTTS, \ \ STOP, CLOSER. 319A 3' OxB'-0" EXISTING DOOR . . . \ \ o \ 321A 3'-0x8'-0" EXISTING DOOR - MOTORS. INC. FIN FLR ,\ FIN FLR FIN FLR 322A 3'-0x8'-0" EXISTING DOOR - J5EE DOOR I SEE DOOR SEE DOOR SEE PLAN 323A 3'-0x8'-0" EXISTING DOOR - SCHEDULE �r SCHEDULE rr -I SCHEDULE 324A 3'-0x8'-0" EXISTING DOOR 0 FLUSH 0 FULL VISION PANEL 0 FULLY GLAZED WITH BUTT GLAZED RELITE 325A 3'-0x8'-0" EXISTING DOOR 2, 3 1$ N�5T 2� 326A 3'-0x8'-0" 1-3/4" FG SC S HMK P 1B/A6.10 H-3 - - 4"TEMPERED 328A 3'-0x8'-0" EXISTING DOOR 2 GLASS VISION 9 14 SIM 9 14 3286 3'-0x8'-0" EXISTING DOOR 2 PANEL, AS OCCURS 5.20 (5.20 +5.20 •5.20 Project 329A 3'-0x8'-0" 1-3/4" FL SC S HMK P 1A/A6.10 H-1 f 1 HR 5 DRIVEWAY FINANCE SUITE 301 /'� 330A 3'-0x8'-0" EXISTING DOOR 2, 3 4'TEMPERED GLASS a'TEMPERED GLASS 331A 3'-0x8'-6" EXISTING DOOR H-2 1 TENANT 7/ 3316 3'-0x8'-2" 1-3/4" FG SC S HMK 1 P 1A/A6.10 H-1 - IMPROVEMENT 332A 3`-0x8'-2" 1-3/4" FUR SC S EXISTING 1D/A6.10 H-3 . - - 9020 SW WASHINGTON 10 11 , • /� 333A 3'-0x8'-6" EXISTING DOOR 1 5.20 5.20 SQUARE ROAD 334A 3'-0x8'-2" 1-3/4" FG SC S HMK P 1A/A6.10 H-1 - - TIGARD, OREGON 97223 • 335A 3"-0x8'-2" 1-3/4" FUR SC S HMK P 1 GIA6.10 H-3 - - i w CC w 00 0-1 < /// o0 0 336A 3'-0x8'-2" 1-3/4" FUR SC S EXISTING 1D/A6.10 H-3 - - 0 =Lu o I 337A 3`-0x8'-2" 1-3/4" FG SC S HMK P 1B/A6.10 H-3 - - UJ U w U - ' 338A 3'-0x8'-2" 1-3/4" SL SC S - - 1F/A6.10 H-4 - - '\)d)(/ 339A 3'-0x8'-2" 1-3/4" FUR SC S EX P 1 B/A6.10 H-3 - - // 340A 3'-0x8'-2" 1 314" FURSC S EX P 1 B/A6.10 H-1 \ 341 A 3'-0x8'-2" 1-314" FUR SC S EX P 1D/A6.10 H-3 - _ b \ 342A 3'-0x8'-2" 1-3/4" FUR SC S HMK P 1D/A6.10 H-3 343A 3'-0x8'-0" 1-3/4" FG SC S HMK P 1B/A6.10 H-1 1 HR 5 , \ FIN FLR \ • FIN FUR , SEE DOOR 1'-0" / SEE PLAN ISEE DOOR I ik SEE PLAN ( GENERAL NOTES ABBREVIATIONS SCHEDULE I SCHEDULE I� A. ALL DOORS ASSUMED TO BE EXISTING, UNLESS NOTED OTHERWISE ABOVE. B. ALL FRAMES TO BE PAINTED BLACK TO MATCH BUILDING STANDARD. EX EXISTING 10 RELITE 0 INTEGRAL RELITE C. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. FG FULL GLAZED VISION PANEL D. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR WITH MORTISE LOCKSET AS DETERMINED BY LANDLORD. FL FLUSH E. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE. FUR FLUSH WITH ADJACENT RELITE a'TEMPERED F. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS. GL TEMPERED GLASS GLASS VISION 9 14 G. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. GL/R TEMPERED GLASS WITH ADJACENT PANEL, AS OCCURS `5.20 A 5.20 SIM H. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE POSSIBLE. RELITE 0 I. DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 36"TO 38"ABOVE THE FLOOR. PANIC HARDWARE SHALL BE HMK HOLLOW METAL KNOCKDOWN ,1 I. I , BETWEEN 36"TO 42". P PAINT \ J. MAINTAIN MINIMUM CLEAR WIDTH AT STRICK SIDE 18"AT PULL SIDE, 12"AT PUSH SIDE. S STAIN it 0 TEMPERED GLASS SC SOLID CORE WOOD K. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING: !I of EXTERIOR DOORS 8.5 LBS SL SLIDING BARN DOOR /7// INTERIOR DOORS 5 LBS / EIRE DOORS 15 LBS L. EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY, SPECIAL EFFORT OR SPECIAL KNOWLEDGE. NO 11 LATCH OR LOCKING DEVICE EXCEPT PANIC HARDWARE PERMITTED. 5.20 / M. DOOR OPENING HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT AND SHALL NOT REQUIRE TIGHT GRASPING OR �� C�l� PROFILE, TBD TWISTING OF THE WRIST. ~" 'AU' D. ISLI G N. EXIT DOORS SHALL NOT BE LESS THAN 3'-0" IN WIDTH AND 6'-8" IN HEIGHT. PROJECTIONS, INCLUDING PANIC HARDWARE, SHALL / CC LU p LU NOT REDUCE THE OPENING TO LESS THAN 32" CLEAR WIDTH. O• p O p O. ALL GLAZING IN DOORS, ALL GLAZING LESS THAN 18" FROM FINISHED FLOOR, AND GLAZING WITHIN 24" OF DOORS AND LESS �� LU• _ 0 = THAN 60" FROM FINISH FLOOR SHALL COMPLY WITH ALL LOCAL BUILDING CODE REQUIREMENTS FOR SAFETY GLAZING. (USE 1/2" PORT ,ND, IRE ' w 0 TEMPERED GLASS MINIMUM, UNO.) P. HANDLES, PULLS, LATCHES, LOCKS,AND OTHER OPERATING DEVICES ON DOORS, CABINETS, PLUMBING FIXTURES AND UTILITY • FACILITIES SHALL HAVE LEVER OR OTHER SHAPE PERMITTING OPERATION BY WRIST OR ARM PRESSURE AND NOT REQUIRING OF Og /// TIGHT GRASPING PINCHING OR TWISTING TO OPERATE, THE FORCE REQUIRED TO ACTIVATE SUCH EQUIPMENT, OTHER THAN EXTERIOR DOORS, SHALL BE NO GREATER THAN 5 POUNDS FORCE. , o 020 © RIGHTS ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY 0 \ COMMENTS MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, FIN FLR \ FIN FLR WITHOUT PRIOR WRITTEN PERMISSION Jl SEE DOOR r r SEE DOOR JI I SEE PLAN / 1. EXISTING DOOR TO RECEIVE ELECTRIFIED KEY CARD SYSTEM. CONFIRM FINAL �I SPECIFICATION AND REQUIREMENTS WITH TENANT AND TENANT'S VENDOR. SCHEDULE SCHEDULE 2. RELOCATED DOOR, FRAME, AND HARDWARE. REVISION SCHEDULE 3. EXISTING DOOR TO RECEIVE NEW STANDARD FULL VISION PANEL, SEE 1 B/A6.10. I1Ei0 SLIDER O INTEGRAL RELITE 4. EXISTING DOOR TO RECEIVE PRIVACY LOCK AND OCCUPANCY INDICATOR. Delta Issued As Issue Date 5. CONTRACTOR TO CONFIRM REQUIRED DOOR RATING PRIOR TO PROCUREMENT.. u) Lu 1 DOOR TYPES 6.1 S 1/2"=1'-0" 0 0 SHEET TITLE: DOOR SCHEDULE, DOOR ELEVATIONS, AND NOTES DRAWN BY: SJR CHECKED BY: MRT, PDK SHEET 1 0 A6 . 1O 1 , JOB NO. O 2190290.06 CONSTRUCTION SET: 12/03/2020 *219029006* C;ITEMPIACPUBLISH 10936/06 A6.10.DWG CAK 12/01/20 15:20 1:96.00