Loading...
Plans (137) BUP2016 00069 EXIT 901A 5 I wry 4 OFFICE ` �` A8.1 902 � _ } � �\� `'�� �' � Architecture � Interiors � ENTRY 901 IGEI MPIPI" Planning Engineering 3 1 4'OVEMEN MAR 2 2016 L = , CITY OF T;GAA1r.) RULIN C"OLN TOWERILI�fi\lla CIVISiE�I� OPEN Portland, OR OFFICE f ;.artz 2 903 _ _ 503.224.9560 a+.t:t f1zSam% Vancouver, WA 60.695.7879 'm"" U hu ERmlo� L. L N ^6 DE K il 10 S 30 2 6 0 R E E 10NJB U" Se Seattle, WA wr '� EXITT lu"A P 206J49.9993 R" r UO" 9 www.mcknze.com i, T C T <J- MACKENZIE. DESIGN DRIVEN I CLIENT FOCUSED XIS XIS �< INDEX OF DRAWINGS A2.1 PARTIAL NINTH FLOOR PLAN, REFLECTED CEILING PLAN, SITE PLAN, KEY PLAN, +Y OFFICE OFFICE x, ¢ ' SCHEDULES AND NOTES 1z 904 905 - - CTS A8.1 DETAILS AND ELEVATIONS T2 _.. ...,.__ _....... ......_._ AREA OF WORK s H o R E s T E I N SCOPE OF K P /` RTIAL NINTH 1 �Lo®� PL /+ K`2� REFLECTED CEILING LA � 3 KEY L THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS /y /y FOR AN APPROXIMATELY 947 SQUARE FOOT TENANT ON THE NINTH OF TWELVE FLOORS. �2. 1/8"=1'-0" A2.1 1/8"=1'-0" A2.1 NINTH FLOOR - LINCOLN TOWER NTS WORK TO INCLUDE NEW WALLS, DOORS, RELITE AND CABINETRY. Project TRUE PLAN TENANT APPROVAL: DECKERT JILLIONS LEGEND NORTH NORTH SUITE 960 TENANT IMPROVEMENT EXISTING WALL TO REMAIN I :;3 EXISTING THERMOSTAT DOOR SCHEDULE DESIGN/CODE T NEW WALL TO UNDERSIDE OF GRID, SEE 3/A8.1 O1 KEY NOTE FOR REFERENCE DOOR DOOR DOOR FRAME HDWRUNCOLIN TOWER OPENING SIZE THK TYPE MAT'L FINISH MAT'L FINISH DOOR GROUP DETAILS RATING COMMENTS GOVERNING CODE: 2014 OSSC 10260 GREENBURG RD - -- EXISTING 2 HOUR RATED WALL TO REMAIN XIS EXISTING DOOR TO REMAIN EXIST 3'-0"x8'-9"f EXISTING DOOR OCCUPANCY. B TIGARD, OREGON EXISTING 1 HOUR RATED WALL TO REMAIN 901A 3'-0"x8'-9"t I FG SC S HMK FF 4/A8.1 H-2 20 MIN. 1 CONSTRUCTION TYPE: TYPE I . ED DOOR NUMBER SYMBOL 902A 3'-0"x8'-9"f 1%" FL/R SC S HMK FF 5/A8.1 H-1 -- __ TENANT AREA (APPROX): APPROX. 947 S.F. EXISTING DEMISING WALL TO REMAIN OCCUPANCY LOAD: 10 �.���'" �Cy HARDWARE GROUPS: ABBREVIATIONS: 1,�' NEW DUPLEX OUTLET EXIT REQUIRED EXIT H-1: PASSAGE EXIST EXISTING 1 REQUIRED EXIT, 1 EXIT PROVIDED P . KIS G �'�' BUTTS, S L, GRADE 1, FF FACTORY FINISH EXIT IS EXISTING AND WILL HAVE APPROPRIATE EXIT SIGNAGE y� EXISTING DUPLEX OUTLET BUTTS, SEAL, STOPS � EXISTING CEILING GRID FG FULL GLAZED VISION PANEL BUILDING IS FULLY SPRINKLE? AND HAS NFPA SMOKE DETECTION EXISTING COVERPLATE LOCATION TO RECEIVE H-2: CORRIDOR FL/R FLUSH WITH NON-INTERGRAL ADJACENT RELITE WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER LOCKSET F84 GRADE I, HMK HOLLOW METAL KNOCKDOWN PORTLAM , OR GO EXISTING SPRINKLER HEAD NEW VOICE/DATA ROUGH IN LOCATION BUTTS, SEAL, STOP, CLOSER S STAIN p � I L of EXISTING COVERPLATEDEFERRED � EXISTING LIGHT SWITCH TO REMAIN ,�.� EXISTING 2'x4' LIGHT FIXTURE TO REMAIN SC SOLID CORE WOOD �J 2014 OSSC SECTION 107.3.4.2 (by separate permit) EXISTING LIGHT SWITCH TO BE DEMOLISHED ® NEW OR RELOCATED 2'x4' LIGHT FIXTURE DOOR SCHEDULE COMMENTS: DOOR SCHEDULE NOTES: FIRE SPRINKLER MACKENZIE 2016 1. NEW RATED DOOR AT A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, FIRE ALARM 0 ALL RIGHTS RESERVED NEW LIGHT SWITCH WITH OCCUPANCY SENSOR EXISTING RATED CORRIDOR. AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. MECHANICAL THESE DRAWINGS ARE THE PROPERTY =--:,-Y: �� EXISTING SUPPLY/RETURN VENT TO REMAIN / FULL GLAZED VISION PANEL B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR ELECTRICAL OF MACKENZIE AND ARE NOT TO BE FS _ USED OR REPRODUCED IN ANY MANNER, L15 EXISTING FIRE STROBE ® PROPOSED NEW EXIT SIGN LOCATION - DESIGN BUILDER TO BE TEMPERED GLASS. WITH MORTISE LOCKSET AS DETERMINED BY LANDLORD. EXIT ILLUMINATION WITHOUT PRIOR WRITTEN PERMISSION TO PROVIDE DEFERRED SUBMITTAL C. ALL DOORS, FRAMES AND HARDWARE TO MATCH SUITE STANDARDS. D. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE REVISIONS: x INTERIOR ELEVATION FOR REFERENCE MEASUREMENTS BASED ON FIELD OBSERVATION. NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN o NUM E. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS �� REVISIONS REVISION DELTA �( j-i THIS CLOSING DATE KEYNOTES INVENTORY OR RELOCATED WITHIN SUITE WHERE ARE SCHEMATIC ONLY. THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT -o SHEET POSSIBLE. DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF CJJy?%ftfIffi PRIOR TO SUBMITTAL REVIEWED FOR CO E COMPLYANCE 1. ALIGN NEW WALL WITH EXISTING COLUMN. 2. ALIGN NEW WALL WITH EXISTING WALL. ROOM FINI SH SCHEDULE •Approvedt 3. NEW 3'-O"f WIDE TEMPERED RELITE TO MATCH SUITE STANDARD, SEE DETAIL 5/A8.1. FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILINGOTC: I L4-- 4. PROVIDE BLOCKING ABOVE LOWER CABINETRY AS REQUIRED TO ACCOMMODATE TENANT PROVIDED WALL MOUNTED SHELVING. COORDINATE FINAL ROOM ROOM NAME MAT'L MAT'L MAT'L MAT'L MAT'L MAT'L CEILING FINISH "VALUATIk"ONPertnit e o BLOCKING INSTALLATION HEIGHT AND SPECIFICATIONS WITH TENANT. NO FINISH FINISH FINISH FINISH FINISH FINISH HT. MAT'L COMMENTS Address: OZ� 5. CAP EXISTING COVERPLATE LOCATION AND RAISE EXISTING OUTLET TO HEIGHT INDICATED. VALUATION OF WORK = $15,314 901 ENTRY LVT WB P GB/P P P EXIST EXIST Suite#; 902 OFFICE CPT WB P P GB/P GB/P EXIST EXIST $y: Date: 903 OPEN OFFICE LVT WB GB/P P P P EXIST EXIST S" °`"s:&OW GENERAL NOTES 904 OFFICE CPT WB P P P P EXIST EXIST r I alc, qk 905 CPT WB P P P P EXIST EXIST SHEET TITLE: A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. OFFICE ` ' �J ��/y j�`' PARTIAL NINTH `_7�., . 7 STRUCTURED PARKING {�� COPY O r Y B. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. FINISH SCHEDULE NOTES: s i j ABBREVIATIONS: FLOOR PLAN, C. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-11-± (EXISTING) AFF, UNLESS NOTED OTHERWISE. A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS CPT CARPET r �� REFLECTS® D. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAILS 1/A8.1. E. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS TO BE COORDINATED WITH OWNER. EXIST EXISTING �r CEILING PLAN, NOTED OTHERWISE. B. PATCH AND REPAIR ALL EXISTING WALLS WHERE GB GYPSUM BOARD SITE PLAN, KEY AFFECTED BY NEW WORK. PAINT NEW AND EXISTING P PAINT < ':. �„ `fy F. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA/SWITCHING WALLS. ys. REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTALC. NEW FLOOR FINISH AND BASE THROUGHOUT. REFER TO WB WOOD BASE 7 fll±.rif PLAN, SCHEDULES G. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE 1/A2.1 FOR FINISH TRANSITION LOCATIONS. LVT LUXURY VINYL TILE r= �, \r I: AND NOTES HVAC BUTTON. f H. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. - REA OF WORK A 1. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH SUITE STANDARD UNLESS NOTED OTHERWISE. DRAWN BY: ALC J. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN PERFORMED (ON 02/25/2016 WHILE VACANT) AND SCHED-ULE OF INTERIOR FINISHES PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD ( CHECKED BY: SBH, PDK VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. CPT-1: TBD, BUILDING STANDARD BROADLOOM = Ci i, F i 1GA17D K. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. STRUCTURED PARKING STRUCTUREOFPRKWG ApproF,r:::.; by Planning SHEET: L. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR LVT-1: TBD, UPGRADED BUILDING STANDARD, PROVIDE MATCHING LVT 1; AND IS DEPENDANT ON OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. TRANSITION STRIPS AS REQUIRED WHERE LVT MEETS CPT ;-j Date: M. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. SWOaRslraet..._- Initials: v-i G N. ADD SOUND INSULATION IN ALL NEW WALLS. PL-1: TBD, BUILDING STANDARD 25- .3' .....20U A/..l PL-2: TBD, BUILDING STANDARD P-1: TBD, BUILDING STANDARD, EGGSHELL FINISH (GENERAL WALL COLOR) 4 SITE PLAN JOB NO. A2.1 NTS 2150954.14 WB-1: 4" HIGH X 3/4" THICK WITH EASED EDGE, MATCH EXISTING SUITE STANDARD WOOD DOOR SPECIES, STYLE, STAIN AND FINISH TRUE PERMIT SET: 03/01/16 NORTH 215095414\4_DRAWINGS\ARCHITECTURAL\A2.1.DWG ALC 02/29/16 14:09 1:96.00 FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2 BERC 2 ~ LINCOLN TOWER STUD SIZE: 2j6" CLIP ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 8" MAX. SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT LI ITII V ALL HERO-IT TALE STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER a ATTACH STUD TRACK ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 @ 5psf � � THROUGH GRID TO WITHIN 8" OF PERIMETER r BRACE ABOVE LATERAL BRACING WITH APPROVED VERTICAL ® m DESIGNATION SPACING MAX. WALL HEIGHT COMPRESSION STRUT AT 12'-0" OC EA WAY �$ ° 250S125-18 24" g'-4" SUSPENDED CLG ASSEMBLY Architecture/ / Interiors COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB ~ ° ° 250S125-18 16" 9'-7" \ / Planning w Engineering "ATTACHED t, ° 250S125-27 24" 9'-10" /, / 45' WALL" ° _�._. OO °@ 250S125-18 16" 11'-3" CUT TILE FOR TIGHT METAL STUD BRACING 362S125-18 24" 13'-5" FIT AT WALLS TO FLOOR STRUCTURE AT 8'-0" �CEILJNG EDC AT WALL NTS 362S125-18 16" 14'-4" OC W/ (2) #8 SHEET METAL NOTE: FOR UNATTACHED WALLS PROVIDE A 1/2" CASING BEAD Portland, OR A '° 362S162-33 16" 16'-5" USG 200-A SCREWS AT EACH END. STUD SIZING 503.224.9560 TO 3/4 GAP BETWEEN EDGE OF ANGLE AND CLIP _ PER SPAN TABLE. BRACING TO BE Vancouver, WA - DO NOT SCREW BERC 2 CLIP TO TRACK 362S162-43 16" 18'-0" SOUND ATTENUATION PROVIDED WHERE DISTANCE BETWEEN .` 360.695.7879 AT ALL NEW WALLS, TYP. PERPENDICULAR INTERSECTING WALLS TABLE MAX. LENGTH 600S162-33 16" 24'-6" Seattle, WA CROSS RUNNERS FIT BETWEEN MAIN RUNNERSOR HORIZONTAL BRACING BETWEEN 206.749.9993 MAIN RUNNERS AT 4'-0" OC 1/2" DIA CONDUIT (EMT) 5'-10" INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS WALLS EXCEEDS 8'-0" OC 6'-O" MAX SUPPORT WITH #12 WIRE AT 4'-0" OC OR 3/4" DIA CONDUIT EMT 70-8,p WITH CERAMIC TILE FACING L/360 ® 5psf www.mcknze.com WITH #10 WIRE AT 5'-0" OC EA WAY 1 DIA CONDUIT EMT 9 9 GYP BD EA SIDE METAL STUDS SEE WALL HEIGHT -17 _F SGL 162SI25-33 MTL STUD 12P—Opo TABLE FOR GAUGE AND SPACING AC K E Z I E" DESIGNATION SPACING MAX. MALL HEIGHT LATERALLY BRACE MAIN RUNNER TO 1-5 8"x20GA CONT ACOUSTIC SEALANT DESIGN DRIVEN 1 CLIENT FOCUSED NOTE: STRUCTURE AT 12'-0" OC EA WAY. BACK TO BACK 162S125-33 15'-0" 362S125-18 16" 12'-4" EA SIDE AGAINST TRACK ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0" OF MTL STUDS 1-5 8"x2OGA 362S125-33 16" 14'-3" �j NO SEALANT AT SIM COND CONNECTION DEVICES TO BE OF ANPERIMETER AND 2" FROM CROSS MEMBER SGL 250S125-33 MTL STUD 13'-6" J 1/2" MAX APPROVED TYPE AND HAVE A 180# IN AREAS GREATER THAN 1,000 SF (2-1/2"x20GA Q CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO BLDG WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH I- BOTTOM TRACK TO FINISH BACK TO BACK 250S125-33 15'-0" " CONCRETE SLAB FLOOR W/ POWDER DRIVEN WIRES TO HAVE A 200 CAPACITY. STRUCTURE. TRAPEZE DUCT WORK 1/2 GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. ►- „ # MTL STUDS (2-1/2"x2OGA) z ANCHORS AT 4'-0" OC AND OTHER LARGE OBSTRUCTIONS 3 s H o R E s Y e N 1 SUSPENDED CEILING SFIACIN z 2 WALL HEIGHT TABLE �� "Ok '-P%EARIO`G LIJ ALL z I AS1 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS Z A8.1 Q A .1 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. v SOUND ATTENUATION BATT AS OCCURS Project GYP BD WALL AS OCCURS DECKERT JILLIONS SUITE 960 - - - TENANT IMPROVEMENT �-- SOUND ATTENUATION BATT AS OCCURS GYP BD WALL AS OCCURS DOUBLE STUD AT JAMB, TYP LINCOLIN TOWER 10260 GREENBURG RD TIGARD, OREGON DOOR FRAME; DOUBLE STUD AT JAMB, TYP w o MATCH SUITE STANDARD L cc 1J . KI cn a � DOOR FRAME; ¢ ® � MATCH SUITE STD ¢ U) PORTL9 0 EG OF V 2016 © ALM RIGHTSi RESERVED SIDE LIGHT AS OCCURS THESE DRAWINGS ARE THE PROPERTY 4" TEMPERED GLASS OF MACKENZIE AND ARE NOT TO BE WITH 1/4" USED OR REPRODUCED IN ANY MANNER, (Y WITHOUT PRIOR WRITTEN PERMISSION I REVISIONS: J z P 1 <0 ('_�`TYPP5 I T I o_J THIS ONS REVISION DELTA >� THIS CLOSING DATE ' w SHEET NOTES: �8_ HEAD SIMILAR 3"=1'-0" o A�.1 HEAD SIMILAR 3"=1'-0" a �� 0 0 A. FINISH ENDS, TYP D. ALL CABINET FACES AND DOORS, PL-2 B. CONFIRM CLEARANCE REQUIREMENTS AND E. ALL EXPOSED EDGES AT DOORS AND SHELVING SIZES FOR ALL EQUIPMENT/APPLIANCES TO BE P-LAM TO MATCH ADJACENT VERTICAL AND REQUIRED CABINETRY DEPTHS WITH SURFACES. TENANT, PRIOR TO CONSTRUCTION OF F. SHIM AS REQUIRED CABINETRY G. ALL DIMENTIONS SHOWN AS PLUS/MIUS (f) C. ALL COUNTER TOPS, EDGES AND ARE FOR GENERAL LAYOUT AND REFERENCE BACKSPLASHES, PL-1 ONLY. VERIFY AND CONFIRM ALL DIMENTIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY ARCHITECT/ENGINEER OF ANY SHEET TITLE: DISCREPANCIES PRIOR TO START OF WORK. DETAILS AND r7 2'_1" ELEVATIONS A8.1 P-LAM COUNTERTOP EXIST. W/ P-LAM BACKSPLASH AND SIDE SPLASH AS OCCURS 1 1 (1) ADJ MELAMINE V SHELF 1 f� 18" w CLR. --� DRAWN BY: ALC w k I o LU i o CHECKED BY: SBH, PDK P-LAM FACES o SHEET: N j BASE r'I 5'-8"f w (4) EQ. co 3 EVA N �7C_"OUNTER% TI w� ri'N� CABINETRY EL IO T AW @ ENTRY 901 .1 TYPICAL 3/4"=1'-0" (2) JOB NO. UJ 0 2150954.14 PERMIT SET: 03/01/16 215095414\4-DRAWINGS\ARCHITECTURAL\A8.1.DWG ALC 02/29/16 14:12 1:96.00