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Plans (36) BU P2017 - 00223 s I SUMMIT FuND1 ,, ,:,-„ G INC. OFFICE COPY SW Locust Steel . -••• r, • - , a 0.- ,c,,,,..4,-.080 ,J L-', ., :_, -::, i I '' i t ,I! L i I I_ i— E-,,-_, Architecture a Interiors , ' +.tet::,„.. .` ,i,: l �:„, _ I * ' o G ja '# L e p 1 Planning Engineering fv77,..-,ov.„ , OWNER !,1 !," 61i_.6. 1.0!----,,--,6—„:07:114,9 i t }STRUGT13RE0 PARKfNLs' _:i r �� �,,, SHORENSTEIN REALTY SERVICES = ,Ls1' 1 LINCOLN �, I� _,, _� p �.� ROB FABIAN - PROJECT MANAGER - CONSTRUCTION � ,:` c: � - �� "� '� tom= i � � -- r; RFABIANC�SHORENSTEIN.COM ti fit l VJ-..... VL`IWJIAlAI t 3 -S ta 1 , !/ i • 5335 MEADOWS ROAD, SUITE 275 Portland, OR ' ..,:,7--:-- _,� � -,.,�;,, .` '.1 �Y ,�„ < � 97035;fLAE OSGOREGt+• 10300 Sw GREENBURG RD. , ' �I)�r>rt', '-,,„,,,,_;„_,,.,,k, <_ '�,:,,, PHONE: (503}412-4844 Vancouver WA ,' C� :.• LOBST0N3ER :, .\':_ 2 J =5, Sly RECEIVED 360.695.7879 =� a- � �� TIGARD OREGON GENERAL CONTRACTOR Seattle,WA 4 t',, r .r _ ) ,,, - :.,2 ., Y _ Y ;_ :. -3�- :17. AUG 2017 2(36.749.9993 f ' , = ., 'ti k CITY OFwww.mcknze.com RUSSELL CONSTRUCTION INDEX OF DRAWINGS DONN STURDIVANT/ARNE WAYRYNEN TJGAR, i, 1 t t E ;e - n - � w f Fes: w. , � � ,' 1� �� ` `.'::' r.. ` CODSTURDIVANT@RUSSELLCONSTRUCTION.COM BUILDING DIVIS1r PV1 AC K E N Z I E. �� P w Yom' .. �k 3' r r aha T I ` 20915 SW 105TH AVENUE -£ �” G0.01 TITLE SHEET, SITE PLAN, KEY PLAN, CODE SUMMARY, LEGEND, AND NOTES DESIGN DRIVEN I CLIENT FOCUSED . le ' f TUALATIN, OREGON 97062 r T } �� A1.10 PARTIAL FIRST FLOOR PLAN, FINISH SCHEDULE, DETAILS, AND NOTES PHONE: (503)692-9002 Client t` _.. t� E , Ij (i; P {yl�lAA{yI/f' - _..: SCOPE OF WORK ORK �, , -, STRUCTURED PARKING - STRUCTURED PARKING, — =tilt) THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS �'' ;.i 1 FOR AN APPROXIMATELY 913 SQUARE FOOT TENANT ON THE FIRST OF FIVE FLOORS. SNORE STEIN �. tet:-�_ .„ `---.. SW Oak Stift WORK TO INCLUDE MINOR DEMOLITION AND A NEW WALL.. LEGEND amit_.r , TENANT APPROVAL: =- :A - -.LL, EXISTING CONSTRUCTION TO BE DEMOLISHED 25' 50 109 200' SITE PLAN AREA OF WORK DESIGN CGDE DATA EXISTING WALL TO REMAIN Project �0.0 NTS wwmxiciiitz NEW WALL TO UNDERSIDE OF GRID, SEE 10/A1.10 SUMMIT FUNDING, INC. GOVERNING CODE: 2014 OSSC EXISTING 1 HOUR RATED WALL TO REMAIN SUITE 130 OCCUPANCY: B TENANT IMPROVEMENT CONSTRUCTION TYPE: TYPE I---B iwi“ .,U..'zt:-. EXISTING DEMISING WALL TO REMAIN TENANT AREA (APPROX): APPROX. 913 S.F. NEW DEMISING WALL TO STRUCTURE, SEE 11/A1.10 OCCUPANCY LOAD: 9 1 LINCOLN :, EXISTING QUADRUPLEX OUTLET 10300 SW GREENBURG RD. 1 REQUIRED EXIT, 1 EXIT PROVIDED Atc° NEW DEDICATED QUADRUPLEX OUTLET TIGARD, OREGON I _ ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE i aBUILDING IS NOT SPRINKLED AND HAS NEPA SMOKE DETECTION � ; � �' � �° EXISTING OUTLET AND TELEPHONE/DATA ROUGH IN LOCATION i WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER � � _ t 1 �d NEW OUTLET AND VOICE/DATA ROUGH IN LOCATION A • Li EXISTING COVERPLATE LOCATION TO RECEIVE NEW VOICE/DATA ROUGH IN LOCATION ii DEFERRED SUBMITTAL c. ' � r EXISTING COVERPLATE `- 2014 OSSC SECTION 107.3.4.2 (by separate permit) - or. 1-3 .11 1E /4/1\P mo`- ' FIRE ALARM EXISTING LIGHT SWITCH • ,�i , • • ypt� r MECHANICAL s PORT in ■ ■ • �- - r KEY NOTE FOR REFERENCE i, + + ,% ELECTRICAL 410 _J' ��J EXIT ILLUMINATION 0 to M * ID EXISTING DOOR TO REMAIN MMI 0 NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN I Imo a--r EXIT REQUIRED EXIT 1111 OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS Q MACKENZIE 2017 ■ M ALL RIGHTS RESERVED ti o c� ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT 1111161 CI Mill' DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW OF MACKENZIE AND THESE DRAWINGS ARE THE PROPERTY E ,i ■ I USED OR REPRODUCEDINE ANY MAT NNER, WITHOUT !Er +C+%�lr � PRIOR TO SUBMITTAL WITHOUT PRIOR WRITTEN PERMISSION VALUATION II REVISIONS: 6 VALUATION OF WORK = $9,000 o REVISIONS REVISION DELTA THIS CLOSING DATE W L SHEET GENERAL NOTES , 1 AREA OF WORK i A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN I 1 i LONGEST COMMON INTENT. THE PROJECT INTENT IS TO PROVIDE FOR A COMPLETE, WORKING SYSTEM. PATH OF EGRESS B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE I TRAVEL = 61 -5 EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. s ■ �_ r L . _, C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START i 1 OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY ' I F . , } CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE I z } ■ PERFORMED AT NO ADDITIONAL COST TO THE OWNER. f i , j Y„,,,,4-"1-s,%• - -.', _ - D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE 1 j � � � � CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR1 - Mir_ ION �� x SHEET TITLE: �T WIN`'�� �' ' SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. E.} c '_�__ �_ — — - E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. TITLE SHEET, SITE�— ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE CITY OF TIGARD PLAN, KEY PLAN, .7 ■ — — w ——T II— PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE REVIE FOR CODE COMPLIANCE II : � PRICED. CODE SUMMARY, �� ` _ ■ - F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS Approve I c`0 i S \c*. LEGEND, AND OTC: G r J/ OCCUR, UNLESS NOTED OTHERWISE. NOTES II r -----�` r, 1 G. THE TERMS "ABOVE FINISH FLOOR” (AFT) AND "FINISH FLOOR ELEVATION" (FFE) REFER TO FINAL Permit#: �p /] —(,t',i�ot3 .2I `- - I FINISHED FLOOR ELEVATION, WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED ACCESS . -7 I FLOOR. Address: iQ,-Ince 1rs_r_e,v.,11_01.6 rd ilidittH. DO NOT SCALE DRAWINGS. I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN By:Suite#: Date: �� . PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. L. DRAWN BY: CAK 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 OFFICE COPY CHECKED BY: SBH, PDK PLAN OF DEMOLITION DEBRIS. 1 (triN 2 KEY PLAN K. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR WORK. THE SHEET: CONTRACTOR WILL COORDINATE CLEAN UP OF ALL AREAS AFFECTED BY DUST OR ANY GOD FIRST FLOOR NTS 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 CITY OF TIGARD TRUE PLAN BY TENANT. Approved by Planning NORTH NORTH L. ALL DESIGN-BUILD ITEMS, SYSTEMS AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND Date: Jo / , GO .01 • APPROVED BY MACKENZIE. m Q M. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED AND Initials: r - ' PROTECTED UNTIL IT IS REMOVED FROM THE SITE BY THE OWNER. CONTRACTOR SHALL JOB NO. COORDINATE WITH THE OWNER. 2150955.45 r 1 PERMIT SET: 08/01/2017 215095545\4_DI1AWINGS\ARCHITECTURAL\45—C0.01.0wG CAK 07/31/17 13:27 1:96.00 EEtt,I, i13:3' -' r GENERA' NOTEc- IMI I ; ; D-44 +44 -8 A. ALL EXISTING CONDITIONS TO REMAIN, EXCEPT NOTED BELOW. 'h 041) B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. BREAK OFFICE - OFFICE " C. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. Architecture Interiors 1`a 102 103 104 BB D. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. Planning L Engineering 0E. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING 4; xIscT (xis xis STANDARD UNLESS NOTED OTHERWISE. ( F. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN PERFORMED (ON 02/16/2017, WHILE VACANT) AND PLAN, ELECTRICAL AND CEILING "':d CPT 4- _ r`I. INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH -i":4. I ) Portland, OR • 1 jOPEN TENANT. 503.224.9560 N ' OOFFICE ` ' 1-7----- g_=- 1 G. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY (IN 105 Vancouver, WA GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA SWITCHING REQUIREMENTS WITH - RECEPTION O 360.695.7879 101 = . -' TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. H. FURNITURE IS SHOWN FOR SCHEMATIC PURPOSES ONLY. TENANT OR TENANT'S VENDOR TO Seattle,WA xis 'a © CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL LAYOUTS. 206.749.9993 (---CP © I TYP. I. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH www.mcknze.com 1 ,dli VA( -. * . a . PRODUCTS. J. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE AC K 1 1 F ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. I DESIGN DRIVEN I CLIENT FOCUSED ' K. ADD SOUND INSULATION IN ALL NEW WALLS. Client . (T\ PA .TIAL RS`: F _OOR PLAN L. ALL EXISTING INTERIOR DOORS TO REMAIN. A1.19 1/8"=1'-0" KEYNOTES 1 S H O R E 'j.. S T E I N 1. ALIGN NEW WALL WITH EXISTING WALL. 2. REMOVE EXISTING PHONEBOARD AND ELECTRICAL OUTLET. PATCH AND REPAIR WALL AS ¢ REQUIRED. PROVIDE NEW PHONE BOARD WITH (1) DEDICATED 20 AMP QUADRUPLEX . OUTLET. PHONE BOARD TO BE FIRE RATED PLYWOOD AND INSTALLED TO WITHSTAND 250 LBS. PROVIDE ROUGH-IN LOCATION FOR (2) NETWORK "RING & STRING" LOCATIONS FOR 19 0 0 Vi FINISH SCH E D ULE TENANT'S STRUCTURED CABLING VENDOR. CONFIRM FINAL LOCATION WITH TENANT AND 1 1 TENANT'S VENDOR. Project FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING CEILING 3. EXISTING CABINETRY TO REMAIN. SUMMIT FUNDING, INC. SUITE 130 ROOM ROOM NAME MAT'L MAT'L MAT'L MAT'L MAT'L MAT'L FINISH 4. WORKSTATIONS BY OTHERS. COORDINATE FINAL POWER SPECIFICATIONS AND LOCATIONS NO FINISH FINISH FINISH FINISH FINISH FINISH HT. S MAT'L COMMENTS WITH TENANT AND TENANT'S VENDOR. TENANT IMPROVEMENT 101 RECEPTION CPT RB P GB/P P P EXIST EXIST 5. NO LIGHT FIXTURE ADJUSTMENTS TO OCCUR AT CEILING PER NEW SUITE LAYOUT. 102 BREAK VCT RB P P P P EXIST EXIST CONTRACTOR TO CONFIRM MAIN SAT GRID LINES IF REQUIRED. 103 OFFICE CPT RB P P P P EXIST EXIST 6. CONTRACTOR TO COORDINATE ALL REQUIRED EMERGENCY LIGHTING REQUIREMENTS WITH ELECTRICAL CONTRACTOR AND TO BE REVIEWED AND APPROVED THROUGH DEFERRED 104 OFFICE CPT RB P P P P EXIST EXIST SUBMITTAL. 1 1 UNCOLN SW GREENBURG RD. 105 OPEN OFFICE CPT RB P GB/P P GB/P EXIST EXIST NC -� - �fi; 1 -� TIGARD, OREGON r i1 i_- ,AA . LI IL D %T ; i FINISH SCHEDULE NOTES: ABBREVIATIONS: A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS • CPT CARPET PROVIDE SEPARATE PRICING FOR THE FOLLOWING: OD � TO BE COORDINATED WITH TENANT. EXIST EXISTING AA. PROVIDE NEW DEMISING WALL LOCATION. B. PATCH AND REPAIR ALL EXISTING WALLS WHERE GB GYPSUM BOARD BB. CONFIRM EXISTING WALL CONDITION ABOVE SAT. EXTEND TO STRUCTURE AS REQUIRED TO .- / / AFFECTED BY NEW WORK. PAINT NEW AND EXISTING P PAINT MEET NEW DEMISING WALL SPECIFICATIONS. ,r, PA L D.A( LI�e WALLS THROUGHOUT. ASSUME 20% OF WALLS TO RB RUBBER BASE '.r RECEIVE ACCENT PAINT, CONFIRM FINAL LOCATION(S) WITH TENANT. VCT VINYL COMPOSITION TILE C. REMOVE EXISTING FLOORING AND BASE THROUGHOUT. ;! PORT •NI, +'EGM CONTRACTOR TO INSPECT FLOOR CONDITIONS PRIORi4, TO LEVELING CONCRETE, NOTIFY ARCHITECT/ENGINEER •{{�� AND OWNER OF ALL RECOMMENDED IMPROVEMENTS. OF , e SKIM FLOOR AS REQUIRED TO PREP FOR NEW FLOOR COVERINGS. PROVIDE NEW BUILDING STANDARD I 1 BROADLOOM CARPET AND RUBBER BASE THROUGHOUT, © MACKENZIE 2017 UNLESS NOTED OTHERWISE. NEW VCT AT BREAK, ALL RIGHTS RESERVED ASSUME TWO COLORS. COORDINATE FINAL VCT THESE DRAWINGS ARE THE PROPERTY INSTALLATION PATTERN WITH TENANT. OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: z 0 -F REVISIONS REVISION DELTA > THIS CLOSING DATE cr 0 SHEET * 1 LINCOLN STUD SIZE: 21" I ' ATTACH STUD TRACK I�._,� [1. .�II G �' 1 ---- LE I , THROUGH GRID TO ° • • ° • p METAL DECK AS OCCURS INTERIORNON STRUCTURAL NON-COMPOSITE WALLS L/240 ® 5psf BRACE ABOVE ° DESIGNATION SPACINGMAX. WALL HEIGHT SUSPENDED CLG \ p.;. X" DEFLECTION SPACE ASSEMBLY (DO NOT FASTEN STUDS 250S125-18 24" 8'-4" __r AlitleI ° • • OR GYP BD TO RUNNER) „ - � •.x- 250S125-18 16 9'-7" -45' n>r - ■Ic SHEET TITLE: _, .f' 250S125-27 24" 9'-10" PARTIAL FIRST Emmy �' __ ` - �1" MIN. 250S125-18 16" 11'-3" FLOOR PLAN, Ir METAL STUD BRACING TO FLOOR -� - CONT 18 GA METAL R CUT TILE FOR TIGHTZ FASTENED TO DECK AT 2'-0" " FINISH SCHEDULE, FIT AT WALLS 1 I 1 STRUCTURE AT 8'-0OC W/ (2) #8 362S125-18 24" 13 -5 SHEET METAL SCREWS AT EACH END. • . OC STAGGERED 362S125-18 16" 14'-4" DETAILS, AND CASING BEAD I I I 1 STUD SIZING PER SPAN TABLE. ._- �'' NOTES USG 200-A I l BRACING TO BE PROVIDED WHERE GYP BD FASTEN AT O�R oC ER TO IL 362S162-33 16" 16'-5" SOUND ATTENUATION II I ( DISTANCE BETWEEN PERPENDICULAR EA SIDE 362S162-43 16" 18'-0" AT ALL NEW WALLS, TYP. 1 INTERSECTING WALLS OR HORIZONTAL SOUND BATT INSULATION AS OCCURS E I I I BRACING BETWEEN WALLS EXCEEDS >;.- I I 8'-0" OC �� '•' TYP AT DEMISING WALL 600S162-33 16" 24'-6" DRAWNA �Ii .. METAL STUDS SEE WALL HEIGHT INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS/ BY: CAK . TABLE FOR GAUGE AND SPACING CERAMIC TILE FACING L 360 © 5psf METAL STUDS SEE WALL HEIGHT `:� -� CHECKED BY: SBH, PDK GYP B D E A SIDE I I r "-t cc I I I TABLE FOR GAUGE AND SPACING :r. CONT ACOUSTIC SEALANT DESIGNATION SPACINGMAX. WALL HEIGHT SHEET: I ( CONT ACOUSTIC SEALANT EA :--- EA SIDE AGAINST TRACK LL, SIDE AGAINST TRACK NO NO SEALANT AT SIM COND 362S125-18 _ 16" 12'-4" m 1/21' MAX . I ; SEALANT AT SIM COND r:'• • : 362S125-33 16" 14'-3" „P: - t«~t 1/2" MAX BOTTOM TRACK TO FINISH BOTTOM TRACK TO FINISH WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH W CONCRETE SLAB FLOOR W/ POWDER DRIVEN CONCRETE FLOOR W/ POWDER DRIVEN 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. _ , , ANCHORS AT 4'-0" OC -moi JOB NO. 1® — o � ' LL z 11 � � ' I �► A v�� �� N � v ;�� AL w 12 } r �_.� EIGHT � L 2150955.45 A1.10 AT FLOOR AND SUSPENDED CEILING 3"=1'-O" ¢ A1.10 3"=1'-O" w A1.1 SET: 2017 Z 215095545\4_DRAWINGS\ARCHITECTURAL\45-A1.10.DWG CAK 07/31/17 13:28 1:96.00