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Plans (16) BU P2019-00044 ,, OWNER VACANCY SPACE MI SHORENSTEIN REALTY SERVICES ROB FABIAN - PROJECT MANAGER - CONSTRUCTION Architecture interiors RFABIAN®SHORENSTEIN.COM Planning • Engineering SW Lccusl Street 5335 MEADOWS ROAD, SUITE 275 �` LAKE OSWEGO, OREGON 97035 �' h .I- . :I of �._ �� ® a - } I ill PHONE: (503)412-4844 PREP ," // = = .t . il ill = = , i 1., 1„,„ . , , „ . , ._. f' I I - " :: al Yrr�l�, - ll�,1 1.�! 1.1_'1 I 1` I I I II = i R EC C. `r Portland,OR e Fo Ilii I �l'1 �1i1i _ -- :�f ,,; I• - _ ; 503,224.9580 s. . r.- C1� - STRUCTURED PARKING FEB 2 $ 219 J I 2 LINCOLN Voncouvir, WA f �; I _�'�J1�4 r� � � STRUC (aPPA-' E Q ��, k!'f�� � Ili I .& 'IMP ,, o; GENERAL CONTRACTOR ! ' CITY Ur .I iU-v—i3 360.695.7879 BUIL� R'{ ;I�,'e $HIl, WA f41 li � - - . ,� �/'1'illillll=l;1 lliflllllli�` RUSSELL CONSTRUCTION—:' \ k---- z. .. .� �� ECJI aTI T I 1f1II(I+ I I,IT,ITIT l //� ; 10220 SW GREENBURG 206.749.9993 -�--� � DONN STURDIVANT/ARNE WAYRYNEN� "� _ - -! I µ / DSTURDIVANTORUSSELLCONSTRUCTION.COM www.mcktlze.corn a o _ 20915 SW 105TH AVENUE `� "'` J" : ' 7 �` 1:% TUALATIN, OREGON 97062 TIGARD OREGON :=, s, X11 < _ �� ` _ _. 0 , `, ' - — —� L\ �'' -;.,/- ` ;f PHONE (503)692-9002 1 MACKENZIE n i G� ,ti / -. ti. • 4_-. -r- R, <.// a■llion ollrvon i Cti/NT roa+s,lo �` //... CSB TER * •t — --_ = �" Cllerlt ? r ro If —jr;`,,_:,--- 4,---- `Q 80.0Dsw i` _ 1 r / /� , - :2_i . . :-.-,-- - - ,� ,� INDEX OF DRAWINGS SITE PLAN KEY PLAN %OERJ4 (NrEgisj %LI.-- �N.,6, .. . � lf ` "I `5 j,, `� ,( ' �a -:-.- I =d- ° LEGEND A1.10 DEMOLITION PLAN, PARTIAL SECOND FLPLAN, REFLECTED CEILING PLAN, 1 —f ` `� _ Q d 1 SHORE STE IN { ,,,, //, �, DETAIL, FINISH SCHEDULE, AND NOTES �l licx rid / . i [ _ 1, `' < C - �'? --- ; F j EXISTING CONSTRUCTION TO BE DEMOLISHED ' i l l l 4 .: _ • -' ' WORK SCOPE OF WORK , AREA OF _ EXISTING WALL TO REMAIN ` I1� l �� . .-- !i i I 1 I11 I I �� THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR LANDLORD IMPROVEMENTS ' I _ _ I'l i I I °°-'" _' 2,142 SQUARE FOOT VACANCY ON THE SECOND OF SIX FLOORS. 7_, ``- III Iilliiii'Ull°III� - EXISTING 1 HOUR RATED WALL TO REMAIN FOR AN APPROXIMATELY :_ _ _ - i i II j tj J k !' - WORK TO INCLUDE DEMOLITION AND NEW FINISHES. Project = I I I I I I I I,l I I I I ff °°°° ' EXISTING DEMISING WALL TO REMAIN VACANCY SPACE PREP H; --,- I .11 _- :�I HHIHI I!I f'FI1 , IHt - EXISTING QUADRUPLEX OUTLET LANDLORD APPROVAL sun 200 -----\ ,,„ , �� --.�_ 11!I I l l l i l l l l l ,l.' I!, r_ ,,, . l l l l l l i I i 11 , I I I111 1 i l l l l l l f—� EXISTING DEDICATED OUTLET - -_ _ _ : � , DESIGN/CODE DATA �.-,�_ SW Oak Street- A EXISTING OUTLET AND TELEPHONE DATA ROUGH IN LOCATION `r, ''f Y • EXISTING COVERPLATE GOVERNING CODE: 2014 OSSC 10220 SW C�REENBUFi4 RD 25 50' 1OO 200' $ EXISTING LIGHT SWITCH OCCUPANCY: B TIGARD, OREGON FS FIRE STROBE CONSTRUCTION TYPE: TYPE 1-B 8 TENANT AREA (APPROX): APPROX. 2,142 S.F. �,�E� 1 SITE PLAN EXISTING THERMOSTAT OCCUPANCY LOAD: 22 �41 0 r 4 KEY NOTE FOR REFERENCE � ,� . 1 REQUIRED EXIT, 1 EXIT PROVIDED D 4 • ' 4 ALIGN FACE OF FINISH WITH FACE OF FINISH ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE i.% I. C7 TRUE PLAN BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION '• �/� 7 NORTH NORTH EXIT REQUIRED EXIT WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER POR ,D, '. DO el EXISTING CEILING GRID SEPARATE PERMIT `11 ' OF O' 2014 OSSC SECTION 107.3.4.2 (separate permit by others) CITY OFTIGARD i • s EXISTING 2'x4' LIGHT FIXTURE TO REMAIN ELECTRICAL REVIEWED FOR CODE COMPLIANCE MACKENZIE zots '" MECHANICAL Approved: r © ALL R€GHTS RESERVED AREA OF WORK EXISTING RECESSED CAN LIGHT TO REMAIN OTC: _ 1 . _ THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE / 2 EXISTING 2'x4' LIGHT FIXTURE TO BE RELOCATED NOTE: DESIGN BUILDERS FOR FP. ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE Permit #: 244 SLP)t q -Gv 7L / USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION rifI LONGEST COMMON SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE Address: up )5-e., yQ, z� PATH OF EGRESS TO REPRESENT TRAVEL = 72'-5" I I RELOCATED 2'x4' LIGHT FIXTURE DESIGN.SCHEMATIC DESIGN DOCUMENT SUBMIDTTAL TO ARCHITECTFINAL/CODE ORECORD FOR FOR COMPLIANT Suite#: REVISIONS: PRIOR TO SUBMITTAL Y' M,�,/ Date: _ �,-IL a B®IZ EXISTING SUPPLY/RETURN VENT TO REMAIN a REVISIONS REVISION DELTA , I » SHEET \` ® EXISTING FAN VALUATION % ■ ® EXISTING EXIT SIGN s - O EXISTING SPRINKLER HEAD VALUATION OF WORK = $16,000 CITE OF TIGARD �� Approved by Planning I ,. , 1 `� EXISTING EMERGENCY LIGHT TEST SWITCH Date: 2-_12_5S11� I pl: EXIT -� HPX / PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TO BEInttiai5: ,� '. � CONFIRMED THROUGH SEPARATE PERMIT PROJECT GENERAL NOTES `1 , � • � r A. THE DRAWINGS LOCATE PRODUCTS, AND MATERIALS AND THE NOTES CONVEY DESIGN INTENT. THE PROJECT SURFACES, • III• a ' 11 INTENT IS TO PROVIDE FOR A COMPLETE, WORKING SYSTEM. II �� J w B ALL WORKMANSHIP SPECMATERIALS SHALL IFICATIONS CA IONS OF ALL GOVERNING TO HE LATEST ADOPTED BUILDING CODE EDITION, AND TO SHEET TITLE: i n J C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. TRLE SHEET, SITE ■ ,, NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY CORRECTION WORK REQUIRED AS A RESULT PLAN, KEY PLAN, T 1 - .. OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. CODE SUMMARY D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE AND NOTES —.,.. ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE 77E9PRECEDENCE OVER PLANS DF SMALLER SCALE, AND DETAILS TAKE PRECEDENCE 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. , V I V V V - G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FFE) REFER TO FINAL FINISHED FLOOR DRAWN BY: KGB ELEVATION, WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED ACCESS FLOOR. H. DO NOT SCALE DRAWINGS. CHECKED BY: LJC, PDK I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. SHEET: PIN 2 KEY PLAN 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 RECYCLING/RE-USE OF DEMOLITION DEBRIS. GO.I SECOND FLOOR NTS 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 TRUE PLAN OF THE PROJECT, INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR G0.01 NORTH NORTH OCCUPANCY BY TENANT. L. ALL DESIGN-BUILD ITEMS, SYSTEMS AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. . M. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED AND PROTECTED UNTIL IT IS JOB NO. r��^ REMOVED FROM THE SITE BY THE OWNER. CONTRACTOR SHALL COORDINATE WITH THE OWNER. 2150951.46 PERMIT SET: 02/27/2019 215095146\4_DRAW1NG5\ARCHrTECTURAL\46_GO.01.DWG KGB 02/27/19 08:56 1:96.00 OFFICE COPY ---fr--- 0 kk, • I t ,I -------s.I .�. o .. , I� k` i, 111 r_ ii \. �' s OFFICE __ —T 8 IIII Tiv---- a \ 205 \ .____. fE �__.—. th r \ ° I ° \\ , . 1 t"--- N - Architecture Interiorsrdi) (ill \ P t______>,, 411) \ 4 r/,% i /. Planning Engineering IIPM I%irl� Mdil. \\ 71 1) ,,,:.„1", \ TYP \ ..�. . r�i•� OFFICE e f.21 u ff_ ..... ' .. I 204 I ! sC T_ .■ � ■ . P. p Portland,OR _� ■■0 __. -:___--_- 503.224.9560 6_, �� vancouvsr, WA `AFF AFF ;;AFT +:t} _ `. 360.695.7879 --"fE _ r i ° 1 f ________ , sum, WA ..�D \� OPEN OFFICE ; :� 206.749.9993 , , ,. I 203 I 4� www.mcknze.Com \ .. . . ,__. — ri►.v � — ,. . . . �%:[ �� 1 MACKENZIE ` i d�o/r rA DOWN DRi YIN I CLRNT rOC�iIEP • lit VAi Client rr'. si ■ f'. / [,,,, / 0.-- 0 /4, 0 , ___..e. . . . Are ' 777 . / , L c�'r Ar / AnrI S r 1 / .�,•�" _ / / r SHORE STE I N 1, FS ! ` Fs LSP crr /// ` ���J ___, T f L ,,c R CEP TI N - / 4 co i " — " 1 = " +6a".=- 201 BREAK • 1—. a G a , --I ;04+32. +60t; O �x sT 202 —, Iff I F y'=+32" I l V _ Project \:: 4" `f VACANCY SPACE . . T 'f.V.� .:�Lt," 'I� I Pi.; I"I . ,.. ` . .. .,.�d •..f, . .,.............................. ..i, . . ?..yhr.—,19t4 �\ �,,; ,,, .y.,.. ,.. Trite SUFTE 200 OC1 DEMOLITION PLAN n 2 PARTIAL SECOND FLOOR 3 REFLECTED CEILING PLAN A1.10 1/8"=v-ow A1,10 1/s"-�'_o" A1.10 1/8"=l'-o" 10220 SW GREENBURG RD TRUE PLAN TRUE PLANT1GARD, OREGON NORTH NORTH NORTH NORTH TRUE PLAN NORTH NORTH 1,4 GENERAL DEMOLITION NOTES GENERAL NOTES KEYNOTES0°13D r ., , A. REMOVE EXISTING FLOOR FINISH AND RUBBER BASE THROUGHOUT. PATCH, REPAIR AND PREP SUBSTRATE AS REQUIRED TO RECEIVE A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. r'� C-1 B. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. 2. ALIGNING SINK AND CABINETRY TO REMAIN. NEW FINISHES. SEE SHEET A1,10 FOR FINISHES. ''' g B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK. ANY CONFLICTS, INCLUDING BUT NO7 ALIGN FLOORING TRANSITION WITH EDGE OF COLUMN. .cC. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAILS 4/A1.10. 3. PROVIDE BRUSHED STAINLESS LEVER HARDWARE AND ppR' . ,Ia „• Gp LIMITED TO BUILT CONDITIONS OF M.E.P. IN THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO THAT D. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE HINGES TO MATCH NEW BUILDING STANDARD AT INTERIOR THE CLARIFICATION CAN BE ISSUED. OVERRIDE HVAC BUTTON. DOORS THROUGHOUT SUITE. CONTRACTOR TO CONFIRM C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE USE. E. ALL INTERIOR DOORS TO BE EXISTING. HARDWARE FINISH AT TENANT ENTRY. OF 0` (07 D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING F. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN PERFORMED (ON 04/27/2018, WHILE OCCUPIED) 4. EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DEMOLITION DEBRIS. AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). DURING SITE OBSERVATION. OBSERVATION IS LIMITED TO E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB UTILITIES AS REQUIRED. CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH LANDLORD. VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES. ANY F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. KENZIE01G. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. VARIATIONS TO BE CONFIRMED ON SITE BY CONTRACTOR. ALL MACRIGHTS RES2ERVED9 G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/DESIGNER. H. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. 5. CAP DEMOLISHED FLOOR POWER. ENSURE FLUSH FINISH THESE DRAWINGS ARE THE PROPERTY I. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-6"± (EXISTING) AFF, UNLESS NOTED OTHERWISE. FOR NEW CARPET TILE TRANSITION. OF MACKENZIE AND ARE NOT TO BE H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE—USE. IN ANY MANNER. J. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UWITHOUT OR RPRIOR WRIDTTEN PERMISSION UNLESS NOTED OTHERWISE. REVISIONS: Z 0 Q REVISIONS REVISION DELTA j_1 THIS CLOSING DATE Lu Lu SHEET cro • FLOOR OR ROOF STRUCTURE .� I POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT C • WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS 2 8" MAX. DIRECTLY TO WALL FRAMING CLIP � I 406, ------ I I ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS ` '� WITHIN 8" OF PERIMETER ( if34 — LCOMATERALPRESSIBRACONINGSTR()WIT WIT THAT APPROVED VERTEAIWI ' I 2„ • , 1 FINISH LEGEND • `COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB a N. WALL E. WALL S. WALL W. WALL CEILING SHEET TITLE: IROOM ROOM NAME FLOOR MAT'L BASE MAT'L MAT'L MAT'L MAT'L MAT'L MAT'L CEILING COMMENTS // \ "ATTACHED NO. FINISH FINISH FINISH FINISH FINISH FINISH FINISH HEIGHT DEMOLITION PLAN, WALL" �` .4. 2O1 RECEPTION LVP RB P -- P P EXIST EXIST 1 PARTIAL SECOND CO/ I}' 202 BREAK EXIST RB P P P P EXIST EXIST -- FLOOR PLAN, REFLECTED CEILING 1 GCEL340 EDGE AT WALL NT$ 203 OPEN OFFICE CPT RB P P P P EXIST EXIST 1 NOTE: FOR UNATTACHED WALLS PROVIDE A -- PLAN, DETAIL, 0 r W 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP 204 OFFICE CPT RB P P P P EXIST EXIST FINISH SCHEDULE, -- DO NOT SCREW BERC 2 CLIP TO TRACK 205 OFFICE CPT RB P P P P EXIST EXIST -- AND NOTES `'' TABLE MAX. LENGTH 4`�,,� . .. .._. . .. .._ . ice.. _... _ _ ... ... .... _.. .. . ... ... .. , CROSS RUNNERS FIT BETWEEN MAIN RUNNERS FINISH SCHEDULE NOTES: ABBREVIATIONS: DRAWN BY: KGB $" MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 1/2" DIA CONDUIT EMT 5'-10" A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS TO BE COORDINATED WITH LANDLORD. CPT CARPET TILE OA WIRE AT 4'-0" OC OR WITH #10 WIRE AT 5'-0" OC EA WAY 3(4" DIA CONDUIT EMT) 7'-8" B. PATCH AND REPAIR ALL EXISTING WALLS WHERE AFFECTED BY NEW WORK. PAINT EXISTING WALLS EXIST EXISTING 6'-0" MAX LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC 1� DIA CONDUIT EMT g'—g" THROUGHOUT. P PAINT CHECKED BY: LJC, PDK " 2" SUL 1b2SI2 —.33 M L S� '— " C. PROVIDE NEW FLOOR FINISH AND RUBBER BASE THROUGHOUT. EXISTING LVP TO REMAIN AT BREAK. RB RUBBER BASE , -�.�— EA WAY. BEGIN BRACING WITHIN 6—0 OF PERIMETER AND 12 O FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF (1-5(8"x2OGA) LVP LUXURY VINYL PLANK SHEET: NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN BACK TO BACK 162$125-33 15'-0" FINISJ-t SCHEDULE COMMENTS: APPROVED TYPE AND HAW A 180# CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO MTL STUDS (1-5/8"x20GAI 1. SEE 2/A1.10 FOR FLOOR FINISH TRANSITION LOCATIONS. WIRES TO HAVE A 200# CAPACITY. SUSPENDED CEILING BLDG STRUCTURE. SGL 2505125-33 MTL ST 13'-6" A1 .10 BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND TRAPEZE DUCT WORK AND (2-1/2"x20GA) ASTME580 OTHER LARGE BACK TO BACK 250S125-33 OBSTRUCTIONS15'-0" , MTL STUDS (2-1/2"x2OGA) a JOB NO. 215�5�° 4CEILING BRACING Ix( \ SUSPENDED 1.10 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS z PERMIT SET: 02/27/2019 THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. v 215095146\4_DRAWING5\ARCHITECTURALM-6_,41 10 DWG KGB 02/27/19 08:55 1:96.00