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Plans (19) BU P2019-00050 . . . . . . + • . + . . . ... OWNER — _ _ SHORENSTEIN REALTY SERVICES SW Locust Street ROB FABIAN - PROJECT MANAGER NAGER - CONSTRUCTION Architecture Interiors�` - eRFABIAN®SHORENSTEIN.COM Planning Engineering/! ' ~ 00 �..Cp �0�= o _ ! I 1 1 5335 MEADOWS ROAD, SUITE 275 VACANCY SPACE i; O -ti , i { i I I I I I /.go C 0© C Q p } LAKE OSWEGO, OREGON 97035 PHONE: (503)412-4844 I 'o 4> b3 LEEICIIM - ifi I 11i'iiiH Ii i ' ..i o-: CO 1Ii,Il,L,�i'f il.[ .a .1T •,�... /�/�,• a■■� r STRUCTURED PARKING i I I I c VI1 • al MASz�� Portland, OR PREP ¢., 00 503.224.9560 J �: 1n, c -- ---7 • -- GENERAL CONTRACTOR Bu��o�NG CITY OF r1GAR0 Vancouver,WA IvrsrpN 360.695.7879 J` o1J a _ \ � I I lli � �� , , � 1 I ;� RUSSELL CONSTRUCTION Seattle, WA a Li\ DONN STURDIVANT/ARNE WAYRYNEN 2 LINCOLN 206.749.9993 ) s f 11 '1t7 ( 3 I -� \ / DSTURDIVANT@RUSSELLCONSTRUCTION,COM www.mcknze.com : - O,G� 4: r t 20915 SW 105TH AVENUE v LOBSTER • _� - TUALATI ( OREGON 97062 10220 SW GREENBURG RD. C7 °i cSi — ..`'':= B� _ PHONE. (503)692-9002 MACKENZIE 6ESIGN DRIVEN I ENT FOCUSED I 61 O i ; ' ',,, ,c v i. 7 TIGARD, OREGON Client _ �., , l 4 iii o, _ _ LEGEND (ki\-\\\\\\\\\\%\\V-P q-1 .-t _` ,r•° f za - ; ==?; EXISTING CONSTRUCTION TO BE DEMOLISHED 1 r�I. .r r : N, 0 rte ' f!� `�"fes . . G © Q C C 9 ',.:11,,\-' i s ..- S h A ,iS ' .- fl fSYYI•:.l fVl t' C • LYIhA"J�".CYlJ F '� !-' �JCJu ;3 l EXISTING WALL TO REMAIN SHORE STEIN • , �� ....,� NEW WALL TO UNDERSIDE OF GRID, SEE 4/A5.20 �= .,: d ---• I AREA OF WORK ._c 1 , Yr] EXISTING 2 HOUR RATED WALL TO REMAIN INDEX OF DRAWINGS Li U _ EXISTING 1 HOUR RATED WALL TO REMAIN G0.01 TITLE SHEET, SITE PLAN, KEY PLAN, CODE SUMMARY, LEGEND AND NOTES ' _ STRUCTURED STRUCTURED PARKING STRUCTURED PARKING Al.10 DEMOLITION PLAN, PARTIAL FIFTH FLOOR PLAN AND NOTES �. . . NEW 1 HOUR RATED WALL, SEE 3/A5.20 Project ijilli A1.20 DEMOLITION REFLECTED CEILING PLAN, REFLECTED CEILING PLAN AND NOTES VACANCY SPACE I I i EXISTING DEMISING WALL TO REMAIN A5.20 DETAILS AND SCHEDULES — -- - PREP SW Oak Street _ _ -- EXISTING QUADRUPLEX OUTLET SCOPE OF WORK SUITE 570 °mtg) NEW DEDICATED OUTLET D 2s 100' 200' THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR LANDLORD IMPROVEMENTS EXISTING OUTLET AND TELEPHONE/DATA ROUGH IN LOCATION FOR AN APPROXIMATELY 7,790 SQUARE FOOT VACANCY ON THE FIFTH OF SIX FLOORS. ri b EXISTING COVERPLATE WORK TO INCLUDE DEMOLITION, NEW WALLS, DOORS AND RECITES, LIGHT FIXTURES, AND 10220 SW GREENBURG RD 1 SITE PLAN FINISHES. TIGARD, OREGON GQ.O 4, EXISTING LIGHT SWITCH I. NEW LIGHT SWITCH WITH OCCUPANCY SENSOR LANDLORD APPROVAL.• D A� TRUE PLAN ���'` `�C NORTH NORTH ,t EXISTING FIRE EXTINGUISHER EXISTING FIRE STROBE DESIGN/CODE DATA , PAUL C) EXISTING THERMOSTAT GOVERNING CODE: 2014 OSSC /� / /r// OF THE DIAGONAL = 44'-3" AREA OF WORK DISTANCE BETWEEN EXITS = 56'-1O" OCCUPANCY: B CITY OF TIGARD '4R D, OR ON O KEY NOTE FOR REFERENCE CONSTRUCTION TYPE: TYPE I-8 h��t TOTAL DIAGONAL = 133'-O" REVIEWED FOR CODE COMPLIANCE TENANT AREA (APPROX): APPROX. 7,790 S.F. ,�•a / 50QA DOOR NUMBER SYMBOL OCCUPANCY LOAD: 78 A. . .., , . . . / '-: pproved: [ç, OF . Ille INTERIOR ELEVATION FOR REFERENCE 2 REQUIRED EXITS, 2 EXITS PROVIDED Permit #: rMP'pR�_-OQ 7G Q 1 ® ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE Address: o2-) ,., SLL1 6D1.,,.►,A.,ino MACKENZIE 2019 _74-\_F)ir 1 AI ALL RIGHTS RESERVED BUILDING IS FULLY SPRINKLED AND HAS NEPA SMOKE DETECTION Suite #: ..-7rj ?:46---1 HESE DRAWINGS ARE THE PROPERTY EXIT REQUIRED EXIT OF MACKENZIE AND ARE NOT TO BE - WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWs. ,f Date: „. 1 3C� �R REPRODUCED IN ANY MANNER, 1/ - WITHOUT PRIOR WRITTEN PERMISSION EXISTING 2X2 CEILING GRID , SEPARATE PERMIT REVISIONS: EXISTING SUPPLY/RETURN VENT TO REMAIN 2014 0550 SECTION 107.3.4.2 (separate permit by others o �� REV[S[ONS REVISION DELTA L FIRE SPRINKLER �1DE1nkERRED ww SHEET ., ,,. • �� EXISTING EXIT SIGN FIRE ALARM x sJ THIS CLOSING DATE �a EEXIT MECHANICAL Fire Alarm /�� Mechanical ..3-F I EXISTING SPEAKER ELECTRICAL p;u,�h;,Tg EXISTING SPRINKLER HEAD PLUMBING Electrical __ I I • - 7-1--i EXIT ILLUMINATION Truss E.ngiineering NEW LITHONIA 2ALL4 2X4 LED LIGHT FIXTURE Shop Drawings ' - 0 ,) NOTE: DESIGN BUILDERS FOR FP. ARE FULLY RESPONSIBLE FOR THE DESIGN OF THEIN _ X11 • r - SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE 41 NEW 24-HR LITHONIA 2ALL4 2X4 LED LIGHT FIXTURE , SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT ' ' "pi~ DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW , ' ` ! ! Q Q Q \ ‘ a PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TO BE PRIOR TO SUBMITTAL • • ., 1 , CONFIRMED BY SEPARATE PERMIT , ' I VALUATION SHEET TITLE: EXIT CITY-OF-TIGARD I I I LE SHEET, SITE VALUATION OF WORK = $100,000 Approved by Planning CODESUMMARY, PLAN, KEY , Date: �--s-I I PROJECT GENERAL NOTES 'nitials SL LEGEND AND NOTES A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN INTENT. THE PROJECT INTENT IS TO PROVIDE FOR A COMPLETE, WORKING SYSTEM. _ B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. " -1) C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY , L.2 CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. I D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR SPECIFICATIONS SHALL BE DRAWN BY: KGB, CAK • s s s • E CALLED TO THE ATTENTION OF MACKENZIE. E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE PRECEDENCE CHECKED BY: MRT, PDK LONGEST COMMON PATH OF OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. ' F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. SHEET: EGRESS TRAVEL = 48'-0" G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FFE) REFER TO FINAL FINISHED FLOOR ELEVATION, WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED ACCESS FLOOR. H. DO NOT SCALE DRAWINGS. 4PV KEY PLAN I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR G0.01FIFTH FLOOR NTS RECYCLING/RE-USE OF DEMOLITION DEBRIS. 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. TRUE PLAN L. ALL DESIGN-BUILD ITEMS, SYSTEMS AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. JOB NO. NORTH NORTH 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 21909'51.04 OWNER. PERMIT SET: 02/28/2019 219095104\DRAWINGS\ARCHITECTURAL\04-00.01.DWG CAK 02/28/19 11:23 +1:96.00 OFFICE COPY f • LI ,� if • • If M—Z- ., ` OFFICE OFFICE OFFICE OFFICE 1505 I 1 504 1 1503 1 1 502 1 DECK DECK111) 505A7 ID I I Architecture Interiors ;r" {--tt fi, ,., .. . ' Planning Engineering TLI 11 , 411 ,k-fi• ,,,,,„.. ; 1 s,.. ,,a);(2 e' ' ,. :: Fr, „-T\ ; 47,1.4:_, __,,, : ,A- i-t-, , _,..„; . 1 , ; ., 1 0 _-(-..,ti -,-._ 444 Portland, OR DECK . +64 � ' . • +I +d4; � 4 .l DECK 503.224,9560 +44 �; � Vancouver, WA O ,_ t • a— OPEN OFFICE - 3fi0.695.7879 fit, Seattle, WA �, t'�# ?rasa 501 206.749,9993 P� `� i - ; www.mcknze.com 4-- 4i, I \ T" , -=Y MACKENZIE ,r; r •; t 1. ; *-{ sem .-JL� • C 501A 1 I \ DESIGN DRIVEN I CLIENT FOCUSED / I I \ 1J .fit J/ I I L ON I "c~ CP LE ,_= ,! d SFE,\+5,� -- — .�. -- - - __ Client et . jii °_ - CPT TILE E ST EXIST „ C F SHOREci. ii STEIN k! fi I[__ I- rµ 1, 1;1- , li4 Project SA VACANCY SPACE ;ta k OPEN OFFICE PREP J y r, 1 506 1 SUITE 570 --C-40 eta AAIlk er---'---.-- c +, 10220 SW GREENBURG RD .o. iLbl LVP o vw TIGARD, OREGON 111 , °' _ iiii 1 I Y.T" 1 fTI 4 Pi I- 011) 4111)CP. �, 9 -9 ± / © CPT TILE O I% , BREAK sT F ==� 1 507 0 Li -� =___ 1 Liat) P F litix - u :neg. D ,._ .1/ 'Tr i y, s s� C) 1 120v1 0V t;,�1� GPT TILE Mr / a ! 0 i mar` k O / P4R-• r D, OR ON 4 TVP. �� „ f} + h� - t-,-4_c, • i; ��. g , I rS FS EL* V (5 v © MACKENZIE 2019 S� 5J ALL RIGHTS RESERVED ,-a t OPEN OFFICE THESE DRAWINGS ARE THE PROPERTY DB -S _ 1 I 513 I OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, � j� WITHOUT PRIOR WRITTEN PERMISSION ' r-11) �' REVISIONS: • 1[ • I 1 l CD I I ZIP oQ OFFICE `� a 1 508 1 � REVISIONS CLOSING DELTA j_1 THIS CLOSING DATE CE OFFICE LU wo SHEET �_3 ~ � 15019 1 1 510 1 1 5111 I 1512 I . i 1 I I4 .N I 1 DEMOLITION PLAN 2 PARTIAL FIFTH FLOOR PLAN I I A1.10 1/8„=1'—O” A1.10 1/8„_1'-0” 1 . SHEET TITLE: TRUE PLAN TRUE PLAN DEMOLITION PLAN, NORTH NORTH NORTH NORTH PARTIAL FIFTH GENERAL DEMOLITION NOTES GENERAL NOTES KEYNOTES FLOOR PLAN AND • NOTES A. REMOVE EXISTING FLOOR FINISH AND RUBBER BASE THROUGHOUT. PATCH, REPAIR AND A. ALL EXISTING CONDITIONS TO REMAIN, EXCEPT NOTED BELOW. 1. ALIGN NEW WALL WITH EXISTING WALL. PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES. SEE SHEET A5.20 FOR B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. 2. ALIGN NEW WALL WITH EXISTING MULLION. FINISHES. C. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. 3. NEW 4'-0"± WIDE FRAMED TEMPERED RELITE TO MATCH SUITE BUILDING STANDARD, SEE B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE D. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. DETAIL 8/A5.20. WORK. ANY CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN E. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING 4. PATCH AND REPAIR EXISTING CORRIDOR AS NEEDED, MATCH EXISTING FINISHES TO THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO STANDARD, UNLESS NOTED OTHERWISE. BUILDING STANDARD. DRAWN BY: CAK THAT THE CLARIFICATION CAN BE ISSUED. F. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS 5. EXISTING SINK AND CABINETRY TO REMAIN. C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR BEEN PERFORMED (ON 01/07/2019, WHILE OCCUPIED) AND PLAN,. ELECTRICAL AND 6. CAP EXISTING PLUMBING. FUTURE USE. CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO 7. RELOCATE EXISTING ELECTRICAL PANEL, IF FEASIBLE. COORDINATE RELOCATION WITH CHECKED BY: MRT, PDK D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL LANDLORD. TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. SHEET: E. GAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB REQUIREMENTS WITH TENANT. 8. REMOVE EXISTING WATER SOURCE HEAT PUMP. CONFIRM LOCATION WITH LANDLORD. UTILITIES AS REQUIRED. G. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY 9. CAP EXISTING FLOOR POWER AND DATA. ENSURE FLUSH FINISH FOR NEW FLOORING F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA SWITCHING REQUIREMENTS WITH INSTALLATION. G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. 10. ALIGN NEW FLOORING TRANSITION WITH EDGE OF WALL. THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN H. NO DOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH i\i .ic APPROVAL OF THE ARCHITECT/DESIGNER. PRODUCTS. H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE-USE. I. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE , ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. JOB NO. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. 2190951.04 PERMIT SET: 02/28/2019 .219095104. C:\TEMP\ACPUBLISH_5836\04--Al.10.DWG CAK 02/28/19 12:52 1:96.00 41 • . • 0 • • • • • • • • • • • • •• ___... -11 _,.,.._,_,:., _4_._,—___.._. 14.1. V"Hff. r- -- . 1—..— .,. , -...... ____ . —, . __ ..... __ . 1----- 1 11 —1Ia i ' . 4 =7—H.._ .. Araiite�ture Interiors ° Planning Engineering L— j '°' =. , . U - O DECK `j// `i\/ DECK _1000 .0. a JJJ 11101] . 1-1"" . -- 0 . . , , , ; i , , . ; •. ....... . ,1 ---- Portland,OR ,- - -: 503,224,9560 _ ' �® ,( ' ,—. •- Vancouver, WA ( DECK I. .. -: DECK f/ TYP. �— � /� 360.695.7879 - ......1 1 Seattle, WA . _ ; 1404 t is 9993- _. 00 . 4 . ._ _ __ _ Tom_ www.mcknze.com ' ! / / j / i , • /7 //, 2,.,/ / MACKENZIE _ `; 0000 . 0000 1111 ; - ; y , , 1r DRIVEN I CLIENT FOCUSED 1 .-1—i1 1111 1111 -- Client • / �. 000:_0 - _0000 0001 1111 . . . —. __ . . - p --i s „ � III 01111111===I Mw��i I I orifi 111 11 R1 I 1 I ! i i > f' 1 1 I I 7 �, ,• /,moi / -- ' ♦- ..... ..... - •1 • / � SHORE STEIN -- g 1 • . . - ....... — rYF'. • t :r, I�,. Project • • U • • � / VACANCY SPACE , PREP 000 :_ `" : ,• • TYP.0 ��,, �`f '" SUITE 570 _� ,'//, // 10220 SW GREENBURG RD 0 : .._. • I TIGARD, OREGON i i!li .X ��/7,//7 X I .: <SY'.) C X PAUL •.4'! , ei/t.; . ' • + ` 1111 1111 1000 �--� • 1110 tg) au ® ` - - - - - - �. .w 0000 'h 1 I U �p M I � . 5 • ..--•-- -4:7' • • 7 .'% /SXI • / i '�R D, OR ON Ir - Ali �- - of 11 • A i • ♦//, * • • / •. . . . . . . . . 0.100: ,.. . 1 1 • 1111•_A--• .....' -4-+P .....• \/ .....•4--.-• .-,'--t _ _ ; . . . • w,•, n4/,/, ,, F. :__-.i -,xx//y4.. 7,?///?/./x/////x//w ,/ /� /// I�J/�/ .♦/`��///� o�/ f� © MACKENZIE 2019 /0///.//////.////' ,��//` / ALL RIGHTS RESERVED • ice \ , X; • ;-- >I , _ THESE DRAWINGS ARE THE PROPERTY ( .. • • • • • • • • • • • • • • • • • OF MACKENZIE AND ARE NOT TO BE _ USED OR REPRODUCED IN ANY MANNER, —' �F WITHOUT PRIOR WRITTEN PERMISSION r -.-,- --'--' '- -- IX .....'4 4,j r 1 , : FLOOR OR ROOF STRUCTUREFIRE SAFING AT RATED =_- - _ POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT BERC 2 8 WALLS BETWEEN FLUTES, NO ' 33 MIL 3-1/2" METAL STUD BRACING •' WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS 8' MAX. FIRE SAFING REQUIRED AT ' TO FLOOR STRUCTURE AT 8'-0" OC DIRECTLY TO WALL FRAMING CLIP DEMISING, NON-RATED WALLS W/ (2) #8 SHEET METAL SCREWS AT = DEFLECTION HEAD W/ 1/2" ` EACH END. BRACING TO BE PROVIDED = . - ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS • v DEFLECTION SPACE (DO NOT WHERE DISTANCE BETWEEN ° vFASTEN STUDS OR GYP BD l' ' PERPENDICULAR INTERSECTING WALLSWITHIN 8 OF PERIMETER rik%,_, .o _ ° TO RUNNER) ,N '�, OR HORIZONTAL BRACING BETWEEN LATERAL BRACING WITH APPROVED VERTICAL ® �— ` �� , „ —� _.- � CONT 18 GA METAL PL WALLS EXCEEDS 8'-0" OC _� COMPRESSION STRUT AT 12'—O" OC EA WAY 2, / J yLi* I 1' MIN FASTENED TO DECK 2'—O" L' r �4 �_ _ , o . COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB a ; OC STAGGERED ___2 .._ j � 3" SOUND ATTENUATION BATT. 4' 0" _ _ 4rr,hit..ct.�re Interiors I 6 ; T — CENTERED ON WALL WHERE NOTED. plannin ■ En ineerin// • SIREDAM SPRAY TYP, EACH g g "ATTACHED SIDE OF TRACK OR FIRE \? ? WALL" �o� METAL DECK 1MIN CUT TILE FOR TIGHT FIT AT WALLS AS OCCURS SAFING SEALANT TYP SUSPENDED — 00 • fl�� • SOUND ATTENUATION CEILING — • ' INSULATION AS OCCURS CASING BEAD USG 200-A EDGE AT WALL NTS /. 5/8" TYPE 'X' GYP. BD. EA. SIDE GYP BDOCEUNG NOTE: FOR UNATTACHED WALLS PROVIDE A FASTEN RUNNER IPortland, Q .. W/1" TYPE S DRYWALL SCREWS EA SIDE ATTACH STUD TRACK THROUGH GRID OR TO PL 2 -0 OCA SOUND ATTENUATION INSULATION 503.224.9560 3/4' GAP BETWEEN EDGE OF ANGLE AND CLIP '' / 8" OC AT VERTICAL JOINTS AND _ _ __ ` -- DO NOT SCREW BERC 2 CLIP TO TRACK ' 12" OC FLR AND INTERMEDIATE METAL STUDS '� AS OCCURS -- SEE PLAN Vancouver,WA 1 a STUDS (GA FILE NO. WP 1200) SEE WALL HT. BOTTOM TRACK TO FINISH FLOOR 360.695.7879 TABLE MAX. LENGTH .• Seattle,WA �., �� CROSS RUNNERS FIT BETWEEN MAIN RUNNERS f I / - 20 GA x3 1/2" METAL TABLE FOR WITH POWDER DRIVEN ANCHORS 206.749.9993 $ MAIN RUNNERS AT 4'-O" OC SUPPORT WITH #12 1/2"„ DIA CONDUIT (EMT) 5'-10” STUDS © 2'-0" OC, UNO SIZEANDAT 4'-0" OC }IA/ WIRE AT 4'-0" OC OR WITH #10 WIRE AT 5'-0" OC EA WAY 3 4 DIA CONDUIT (EMT) 7'-8" ? www.mcknze.com � � BOTTOM TRACK TO FINISH SPACING CONT ACOUSTIC SEALANT EACH • 6'-0" MAX LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC 1' DIA CONDUIT (EMT' 9'-9' ` " SGL 162S125-33 MIL STUD -- • FLOOR WITH POWDER DRIVEN >< ''' SIDE AGAINST TRACK NO SEALANT --I;- EA WAY. BEGIN BRACING WITHIN 6-0 OF PERIMETER AND 212 0 X1 ANCHORS AT 4'-O" 0.C. M AT SIM COND MACKENZIE. FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF (1-5/8'x20GA) ¢ ��� CONT ACOUSTIC SEALANT EA. DESIGN DRIVEN I CLIENT FOCUSED NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN BACK TO BACK 1625125-33 15'-0" `� CONCRETE SLAB N SIDE AGAINST TRACK NO / Client APPROVED TYPE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO MTL STUDS (1-5/8 x20GA) ' SEALANT AT SIM COND ,� f WIRES TO HAVE A 200# CAPACITY. SUSPENDED CEILING BLDG STRUCTURE. SGL 250S125-33 MTL STUD 13'-6" I• ,� BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND TRAPEZE DUCT WORK AND (2-1/2"x20GA) OTHER LARGE I BACK TO BACK 250S125-33 15'-0" CD ASTME580 OBSTRUCTIONS CONCRETE SLAB MTL STUDS (2-1/2"x2OGA) I 0: SHORE STEIN SUSPENDED CEILING BRACINGcp WALL J 4 WALL — TO UNDERSIDE OF GRIDcr . NOTE. PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER01 NTS 2 I TO STRUCTURE 3 =1 —0 . 5.2. AT FLOOR AND SUPENDED CEILING 3 =1 -0 3 THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. 1 GYPSUM BOARD WALL AS SOUND ATTENUATION 410°- OCCURS BATT AS OCCURS , Project 1111 SOUND ATTENUATION • ! • GYPSUM BOARD WALL AS VACANCY SPACE DOOR SCHEDULE HARDWARE GROUPS BATT AS OCCURS — _ DOUBLEOCCURS PREP �j ' . DOUBLE STUD AT JAMB, SUITE 570 DOOR DOOR DOOR FRAME HARDWARE- �+ �4 - TYPICAL DETAILS RATING COMMENTS H-1: PASSAGE NO. OPENING SIZE THK I TYPE I MAT'L FINISH MAT'L I FINISH GROUP LATCHSET. F75 GRADE 1, 501A 3'-0x8'-4" EXISTING DOOR 2 BUTTS, SEAL, STOPS 505A 3'-0x8'-4" 1-3/4" FL/R I SC S HMK FF I 8/A5.20 H-1 ( - - SEAL © PERIMETER 10220 SW GREENBURG RD H-2: GLASS ENTRY TYPICAL CLEAR SILICONE TIGARD, OREGON 506A 3'-0x8'-4" EXISTING DOOR 2 CLOSER AND DEADBOLT _ 513A 3'-0x8'-2"± -- GL I GL GL -- -- 7/A5.20 H-2 - 1 BOTTOMT DOOR RAIL,H THUMBTURN T FULL GLAZED RECITE �._ • MATCH BLDG STD A � PUSH/PULL HARDWARE �' w �� `�"C 4 BOTTOM RAIL OF FULLY 0 iv GLAZED DOOR = . GENERAL NOTES `� rs� '• ABBREVIATIONS 2z or" .� fi L BUILDING STANDARD o a �, / / A. ALL DOORS CLOSURES TO BE CHECKED, ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. ( L i J- DOOR HARDWARE Q cn / / • B. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, INSTALL COVERPLATES OR CHANGE DOORS AS EX EXISTING M PSR D, OR ON ► 4, AVAILABLE. FF FACTORY FINISH FULLY GLAZED DOOR, Ai FLTEMPERED GLASS `� t. C. ALL DOORS, FRAMES AND HARDWARE TO MATCH EXISTING BUILDING STANDARDS. /R FLUSH WITH ADJACENT RECITE l ‘.' D. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. GL TEMPERED GLASS 4 OF E. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE HMK HOLLOW METAL KNOCKDOWN • FULL GLAZED RECITE POSSIBLE. S STAIN Al, SC SOLID CORE WOOD 1/4" TEMPERED RECITE © MACKENZIE 2019 / ALL RIGHTS RESERVED COMMENTS • ' AS OCCURS THESE DRAWINGS ARE THE PROPERTY >.< GYPSUM BOARD WALL, .1.11-----11H •> OF MACKENZIE AND ARE NOT TO BE 1. FULL GLAZED TENANT ENTRY DOOR WITH (2) ADJACENT 3'-0"± WIDE FULL GLAZED RELITES. DESIGN INTENT PER PLANS -•�, USED OR REPRODUCED IN ANY MANNER, N WITHOUT PRIOR WRITTEN PERMISSION IS TO ALIGN AND MATCH TENANT ENTRY DOOR/RECITE ASSEMBLY AT SUITE 530. PROVIDE BUILDING w , STANDARD U-CHANNEL AT TOP AND BOTTOM WITH CLEAR STRUCTURAL SILICONE CAULKING AT ADJACENT /1 �, 1- GYPSUM REVISIONS: GYPSUM BOARD SURFACE. PROVIDE ADDITIONAL SUPPORT AS REQUIRED. CONTRACTOR TO MAINTAIN -J' EXISTING CORRIDOR RATING AS REQUIRED. FULLY GLAZED DOOR I 8 DOOR WITH RELITE0 ina s REVISIONS REVISION DELTA 2. EXISTING DOOR AT EXISTING RATED CORRIDOR. cc 5J THIS CLOSING DATE • FRAMELESS 3"=1'-O" o . 5.2. HEAD SBulLAR 3"=1'-O" o cco SHEET 0 0 • . FINISH LEGEND 1 * 2 LINCOLN STUD SIZE: 23" 1 1 N. WALL E. WALL S. WALL W. WALL CEILING ROOM FLOOR MAT'L BASE MAT'L 1 , , , , CEILING LIMITING WALL HEIGHT TABLE NO. ROOM NAME FINISH FINISH MAT'L MAT'L MAT'L MAT'L MAT'L HEIGHT COMMENTS FINISH FINISH FINISH FINISH FINISH 1 501 OPEN OFFICE CPT I RB GB/P P P P EXIST EXIST - INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 0 5psf 1 502 I OFFICE CPT RB P P P P EXIST EXIST - DESIGNATION SPACING MAX. WALL HEIGHT 1 503 OFFICE CPT RB P P P P EXIST I EXIST - 25OS125-18 24" 8'-4" • • 504 OFFICE CPT RB P P P P EXIST EXIST - 250S125-18 16" 9'-7" SHEET TITLE: 505 I OFFICE CPT RB P P GB/P P EXIST EXIST - 250S125-27 24" 9'-10" DETAILS AND /506 I OPEN OFFICE CPT RB P P P P EXIST EXIST - EXISTING BUILDING COLUMN SCHEDULES 250S125-18 16" 11'-3" 507 I BREAK LVP RB P P -- -- EXIST EXIST ( - _s CEILING - r 362S125-18 24" 13'-5" 508 OFFICE CPT I RB P P P P I EXIST EXIST - / / / , 362S125-18 16" 14'-4" 509 OFFICE CPT RB P P P P EXIST EXIST - / 362S162-33 16" 16'-5" 510 OFFICE CPT RB P P P P EXIST EXIST - 362S162-43 16" • 18'-0" 511 OFFICE CPT RB P P P P EXIST EXIST - / S / .% 0 Sc I I 600S162-33 16" 24'-6" 512 OFFICE CPT RB P P P P EXIST EXIST - \. ."/ °p 0° INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS DRAWN BY: CAK 513 OPEN OFFICE CPT RB GB/P P P P EXIST EXIST - \ WITH CERAMIC TILE FACING L/360 © 5psf CHECKED BY: MRT, PDK FINISH SCHEDULE NOTES: ABBREVIATIONS: cn A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS TO BE COORDINATED CPT CARPET TILE \ DESIGNATION SPACING MAX. WALL HEIGHT x SHEET: WITH LANDLORD. EXIST EXISTING I) B. PATCH AND REPAIR ALL EXISTING WALLS WHERE AFFECTED BY NEW WORK. GB GYPSUM BOARD 362S125-18 16 12 -4' m PAINT NEW AND EXISTING WALLS THROUGHOUT. P PAINT 362S125-33 16" 14'-3" /\520~ C. PROVIDE NEW FLOOR FINISH AND RUBBER BASE THROUGHOUT. RB RUBBER BASE LVP LUXURY VINYL PLANK cn = a_ >- WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH J 1/2I- " GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. 3 L.LiJ JOB NO. 2190951.04 FULL GLAZED DOOR + RELITES w 12 WALL HEIGHT TABLE . . o REFER TO SCHEDULE FOR DETAILS 1/4"=1'-0" o . 5.2, f 1HMI I 51 I : 02/28/2019 0 .219095104. C:\TEMP\ACPUBLISH_5836\04-A5.20.DWG CAK 02/28/19 12:52 1:96.00