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Plans BUP2015 - 00062 EXIT A 5 r-r - iSp, 101A u t= 3 TYP. = +B - 2 TYR ' .,. •- ----• TYR 15 se 14 _ BIKE Architecture Interiors STORAGE 1111 t r Planning © Engineering I L I T"'Y" .. FAU Stir.', ir 13 RECEIVE r , oar 2015 TYP. yMAR 12 m �' LANDLORD IMPRUVEMEI'N'T CITY OF TIGARD Portland, OR BUILDING DIVI CQ032249560 18 6A �1 Sl Vancouver, WA 10 e A8.1 7 12 � - 360.695.7879 Seattle,WA " ? 19 12 9 11 4 LINCOLN 206.749.9993 : 10250 SIN GREENBURG ROAD 'ACKENZIcE D n, 5 �1 www.mclnze.com \1J8 LONGEST COMMON A8.1 r` 12 - 12 -I 102A CHANGING E :HW P sP / ROOM PATH OF EGRESS: • ', 20 102 15'-7" TIGARD OREGON DESIGN OpIVEHICLIENT FOCUSED - 6 AA CR tole 4'-0" 6'-1" 9 EXIT AREA OF WORK Client MIN. 21 DEMO PLAN 2 PARTIAL FIRST FLOOR PLAN3 KEY PLAN INDEX OF DRAWINGS S H O R E S T E I N A2.1 1/8"=1'-0" A2.1 FIRST FLOOR - NTS A2.1 DEMO PLAN, PARTIAL FIRST FLOOR PLAN, KEY PLAN, DEMO REFLECTED CEILING (14) FULL TILES TRUE PLAN CITY OF TIGARD PLAN, REFLECTED CEILING PLAN, SITE PLAN AND NOTES Approved b Planning A8.1 DETAILS AND ELEVATIONS NORTH NORTH A pp Y g A8.2 SCHEDULES c� Date: 3/ l 2/ I ® Initials: � Project LEGEND THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR IMPROVEMENTS FOR AN BIKE STORAGE APPROXIMATELY 2 SQUARE FOOT SPACE ON THE FIRST OF THREE FLOORS. WORK TOFACILITY SUITE ==? =_-= EXISTING CONSTRUCTION TO BE DEMOLISHED 101 z ; INCLUDE DEMOLITION, NEW WALLS, DOOR, CABINETRY AND FIXTURES. 4 n" it _ LANDLORD °• i 16 T _ EXISTING WALL TO REMAIN 4 LINCOLNIMPROVEMENT : w 18 1 �_ DESIGN CODE DATA 10250 SW GREENBURG RD r---- -------:- ------ -----'r-•------ -------------- =-----------v.nnn,kuee ® NEW WALL TO UNDERSIDE OF GRID, SEE 3/A8.1 IIIA TIGARD, OR i F ! ODE i ® NEW CORRIDOR WALL B (AC ORY STORAGE) C OCES GO C OCCUPANCY. S ------ -- - -------- I ' o EXISTING 2 HOUR RATED WALL TO REMAIN CONSTRUCTION TYPE: TYPE I-B ° EXISTING 1 HOUR RATED WALL TO REMAIN ROX): APPROX. 862 S.F. 18 TENANT AREA (APP OCCUPANCY LOAD. 8 ----+-----r--------', +---- ------ ----+------- EXISTING DEMISING WALL TO REMAIN PA 17 TY . 1 REQUIRED EXIT, 2 EXITS PROVIDED :# €j EXISTING DUPLEX OUTLET AT BASE D ALL EXITS ARE EXISTING AND WILL HAVE APPROPRIATE EXIT SIGNAGE BB TY . PORT PGON z -------1 EXISTING DUPLEX OUTLET BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION 1 --- ---- - - -- 18 WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER NEW DUPLEX OUTLET OF off' DEMOLISHED OUTLET AND TELEPHONE/DATA DEFERRED SUBMITTAL DEMOLISHED OUTLET AT BASE /'1 MACKENZIE 2015 2014 OSSC SECTION 107.3.4.2 (by separate permit) ALL RIGHTS RESERVED FIRE SPRINKLER 4 DEMO REFLECTED CEILING PLAN 5 REFLECTED CEILING PLAN EXISTING COVERPLATE THESE DRAWINGS ARE THE PROPERTY FIRE ALARM OF MACKENZIE AND ARE NOT TO BE A2.1 1/811=1'-0" A2.1 1/8"=1'-0" * EXISTING COVERPLATE TO BE DEMOLISHED MECHANICAL USED OR REPRODUCED IN ANY MANNER, ELECTRICAL WITHOUT PRIOR WRITTEN PERMISSION s EXISTING LIGHT SWITCH TO BE REMOVED PLUMBING REVISIONS: GENERAL NOTES KEYNOTES NEW LIGHT SWITCH WITH OCCUPANCY SENSOR EXIT ILLUMINATION oM'< REVISIONS REVISION DELTA THIS CLOSING DATE CR CARD READER LOCATION NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN Xr SHEET A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. 1. CAP EXISTING PLUMBING LINE. 4 OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED 2. REMOVE EXISTING WINDOW DECALS AT EXTERIOR GLAZING. PREP GLAZING TO RECEIVE NEW WINDOW FILM. ADA ADA ACTUATOR LOCATION ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT OTHERWISE. 3. PROVIDE NEW WINDOW FILM, WF-1, AT PERIMETER GLAZING. DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. 4. RAISE/LOWER EXISTING OUTLET TO HEIGHT INDICATED. ?- EXISTING THERMOSTAT TO BE REMOVED/RELOCATED PRIOR TO SUBMITTAL D. SUSPENDED ACOUSTICAL TILE CEILINGS AT 9'-O"f (EXISTING) AFF, 5. PROVIDE ELECTRIFIED HARDWARE TO ACCOMMODATE NEW ADA DOOR ACTUATOR BUTTON AND CARD UNLESS NOTED OTHERWISE. READER ACCESS. ;sP: EXISTING SPEAKER TO BE REMOVED E. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL 6. NEW SEMI-RECESSED AUTOMATIC PAPER TOWEL DISPENSER AND TRASH RECEPTACLE UNIT. SEE 9/A8.1. EQUIPMENT SEE DETAILS 1/A8.1• MATCH BUILDING STANDARD. PROVIDE BLOCKING AS REQUIRED. lwrt EXISTING WATER HEATER TO BE REMOVED y F. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS 7• NEW 4'-2"t WIDE x I'-9"± DEEP BUILT-IN BENCH WITH WOOD TOP, SEE DETAIL 8/A8.1. DEPTH OF ---------------_ VALUATION AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 PORTION OF 2x4 TILE, UNLESS NOTED OTHERWISE. BENCH TO ALIGN WITH DEPTH OF LOCKERS. PROVIDE BLOCKING AS REQUIRED. j EXISTING CEILING GRID TO BE DEMOLISHED VALUATION OF WORK = $22,022 G. ELECTRICAL DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY 8. NEW 3'-O"t WIDE x 1'-9"t DEEP BUILT-IN BENCH WITH WOOD TOP, SEE DETAIL 8/A8.1. PROVIDE *BUILDING IS COMPLIANT BLOCKING AS REQUIRED. NEW 2'x4' BUILDING STANDARD CEILING GRID GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA/SWITCHING •• SHEET TITLE: REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS BY DEFERRED 9. NEW 4 -0 WIDE x 2 -0 DEEP BUILT-!N BENCH WITH WOOD TOP, SEE DETAIL 8/A8.1. DEPTH OF BENCH SUBMITTAL. TO ALIGN WITH DEPTH OF CABINETRY. PROVIDE BLOCKING AS REQUIRED. . DEMO PLAN, PARTIAL H. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED 10. PROVIDE UNFRAMED TEMPERED MIRROR. BOTTOM OF MIRROR TO BEGIN AT 3'-0" AFF. TOP OF MIRROR EXISTING 2'x4' LIGHT FIXTURE TO BE RELOCATED FIRST FLOOR PLAN, UPON COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE TO ALIGN WITH TOP OF LOCKERS. PROVIDE BLOCKING AS REQUIRED FOR (4) MIRROR CLIPS. N1tr _ °r` t - it KEY PLAN, DEMO 11. PROVIDE 2'-9"f WIDE UNFRAMED TEMPERED MIRROR. BOTTOM OF MIRROR TO BEGIN AT TOP OF RUBBER ""�"> '" EXISTING TRACK LIGHTING TO BE DEMOLISHED I : L OVERRIDE HVAC BUTTON. ----- AREA OF WORK '11�'" BASE. TOP OF MIRROR TO TERMINATE AT 7'-O" AFF. PROVIDE BLOCKING AS REQUIRED FOR (4) MIRROR � "� "tea 3 REFLECTED CEILING I. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED � s.,. , a"" , � y �'�� o•�� OTHERWISE. CLIPS. - ' ( OPTIGARD PLAN, REFLECTED oIE. ,oII ev000 :,;;;. EXISTING SUPPLY/RETURN VENT TO BE DEMOLISHED' OR CODE COMPLIANCE CEILING PLAN SITE J. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH 12. PROVIDE NEW COAT HOOK, CH-1, MOUNTED AT ADA HEIGHT. REFER TO DETAIL 9/A8.1. BUILDING STANDARD UNLESS NOTED OTHERWISE. 13. PROVIDE NEW STEEL LOCKERS, SL-1. PROVIDE BLOCKING AS REQUIRED. EXISTING SPRINKLER HEAD TO BE REMOVED/RELOCATED 1 > r, " = rb K. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE 14. PROVIDE NEW BIKE RACK, BR-1. RACKS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. a app Vii' t -Y PLAN AND NOTES VERIFICATION HAS BEEN PERFORMED (ON 9/5/2014, WHILE OCCUPIED) 15. PROVIDE NEW BIKE REPAIR STATION, BRS-1. REPAIR STATION TO BE INSTALLED PER MANUFACTURER'S ` � � t t EXISTING SPRINKLER HEAD TO REMAIN, IF FEASIBLE ncC.1 AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED RECOMMENDATIONS. c � rv `x 1'emniE c� (S Ct�c)�o DRAWN BY: LER (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR 16. PROVIDE NEW BUILDING STANDARD SAT TILES AND GRID THROUGHOUT. ® \ + Id TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. NEW OR RELOCATED BUILDING STANDARD 2'x4' LIGHT FIXTURE Adore 17. PROVIDE NEW BUILDING STANDARD LIGHTS THROUGHOUT. CONFIRM FINAL FIXTURE COUNT AND LAYOUT w ,<< 9� L. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL WITH OWNER. ` m ' ` 'te#: D CHECKED BY: SBH, PDK AS FINISH PRODUCTS. 18. RELOCATE EXISTING SPRINKLER HEAD AS REQUIRED TO ACCOMMODATE NEW CEILING GRID, TILES AND ® PROPOSED NEW EXIT SIGN LOCATION ' t, zs ,I rI IT y1;� Date: M. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. LIGHTING. �� .;, ,1 / /�HEET: FINAL LIGHTING LAYOUT TO BE PROVIDED BY THE ELECTRICAL 19. RE-DIRECT EXISTING PLUMBING AS REQUIRED TO ACCOMMODATE NEW SINK AT NEW CABINETRY. nj KEY NOTE FOR REFERENCE • i�'T - '" ��� l� /i�(! CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE ALLOWANCES 20• RE-DIRECTED PLUMBING. AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. 21. INFILL EXISITNG CORRIDOR WALL WHERE DOOR IS REMOVED. MAINTAIN EXISTING RATING AS REQUIRED TO - °"°"°" OFFICE COPY MATCH EXISTING RATING AT ADJACENT WALLS. x �` " N. ALL DIMENSIONS SHOWN AS PLUS/MINUS (t) ARE FOR GENERAL LAYOUT � INTERIOR ELEVATION FOR REFERENCE A2,1 AND REFERENCE ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY ARCHITECT/ENGINEER OF ALTERNATES SITE PLAN ANY DISCREPANCIES PRIOR TO START OF WORK. tOOA DOOR NUMBER SYMBOLA2,1 NTS JOB NO. 0. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY PROVIDE SEPARATE PRICING FOR THE FOLLOWING: 2110953.12 CONSTRUCTION TO MATCH EXISTING. AA. PROVIDE ELECTRIFIED HARDWARE TO ACCOMMODATE CARD READER AT CORRIDOR SIDE OF DOOR 1016. EXIT REQUIRED EXIT TRUE P. ADD SOUND INSULATION IN ALL NEW WALLS. BB. PROVIDE AVANTE LIGHT FIXTURES THROUGHOUT IN LIEU OF BUILDING STANDARD LIGHT FIXTURES. CONFIRM FINAL FIXTURE COUNT WITH LANDLORD. NORTH PERMIT SET 03/12/15 .211095312. C:\TEMP\ACPUBLISH_5640\13_A2.1.DW0 LER 03/11/15 16:06 1:96.00 FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2 4 LINCOLN STUD SIZE: 2}¢" ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 BERG 2 g" MAX. CLIP SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT LIMITING WALL HEIGHT TABLE STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER a ATTACH STUD TRACK ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERSt4 ? INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 ® 5psf THROUGH GRID TO WITHIN 8" OF PERIMETER BRACE ABOVE LATERAL BRACING WITH APPROVED VERTICAL \ ® m DESIGNATION SPACING MAX WALL HEIGHT 'z COMPRESSION STRUT AT 12'-0" OC EA WAY Yr ' " SUSPENDED CLG /8 250S125-18 24 8'-4- ASSEMBLY Architecture a Interiors COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB ` a p 250S125-18 16" 9'-7" 45, Planning a Engineering "ATTACHED °0. 1 2505125-27 24" 9'-10" WALL" ° 250S125-18 16" 11'-3" OO 4a CUT TILE FOR TIGHT 25 GA 3 1/2" METAL STUD BRACING 362S125-18 24" 13'-5" FIT AT WALLS TO FLOOR STRUCTURE AT 8'-0" A CBJN' ®GE AT WALL 362S125-18 16" 14'-4" OC W/ (2) #8 SHEET METAL Portland,OR NOTE: FOR UNATTACHED WALLS PROVIDE A 1 2" CASING BEAD USG 200—A A / 362S162-33 16" 16'-5" GYP BD EA SIDE SCREWS AT EACH END. BRACING 503.224.9560 TO 3/4 GAP BETWEEN EDGE OF ANGLE AND CLIP TO BE PROVIDED WHERE DISTANCE Vancouver, WA -- DO NOT SCREW BERC 2 CLIP TO TRACK 362S162-43 16" 18'-0" SOUND ATTENUATION BETWEEN PERPENDICULAR INTERSECTING 360.695.7879 ` AT ALL NEW. WALLS, TYP. WALLS OR HORIZONTAL BRACING TABLE MAX. LENGTH 6005162-33 16" 24'-6" Seattle,WA CROSS RUNNERS FIT BETWEEN MAIN RUNNERS BETWEEN WALLS EXCEEDS 8'-0" OC 206.749.9993 1/2" DIA CONDUIT (EMT) 5'-10" MAIN RUNNERS AT 4'-0" OC „ INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS METAL STUDS www.mcknze.com „ 3/4- DIA CONDUIT EMT 7 8 I(yRH CERAMIC TILE FACING L/360 @ 5psf METAL STUDS SEE WALL HEIGHT 4 6'-0' MAX SUPPORT WITH #12 WIRE AT 4'-0- OC OR 1 DIA CONDUIT EMT 9 -9 WITH #10 WIRE AT 5'-0" OC EA WAY SGL 1 IA CO-33 MTL STUD 12'-0" GYP BD EA SIDE TABLE FOR GAUGE AND SPACING LATERALLY BRACE MAIN RUNNER TO 1-5 8"SI25- DESIGNATION SPACING MAX WALL HEIGHT CONT ACOUSTIC SEALANT MACKENZIE, EA SIDE AGAINST TRACK DESIGN DRIVEN I CLIENT FOCUSED STRUCTURE AT 12'-0" OC EA WAY. BACK TO BACK 162S125-33 15'-0" 362S125-18 16" 12'-4" NO SEALANT AT SIM COND " N fA / I Client ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0" OF MTL STUDS 1-5 8 x20GA 362S125-33 16" 14'-3" I CONNECTION DEVICES TO BE OF AN PERIMETER 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 SF2-1 2"x2OGA m BOTTOM TRACK TO FINISH SECURE ALL HANGERS TO BLDGWALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH 1¢ CAPACITY. ALL LATERAL BRACING BACK TO BACK 250S125-33 15'-0" CONCRETE SLAB FLOOR W/ POWDER DRIVEN STRUCTURE. TRAPEZE DUCT WORK 1/2 GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX H „ WIRES TO HAVE A 200# CAPACITY. MTL STUDS (2-1/2"x20GA) x ANCHORS AT 4'-0" OC AND OTHER LARGE OBSTRUCTIONS 3 c� s H o R E 6 T E I N 1 SUSPENDED CEILING BRACING 2 WALL HEIGHT TABLE = 3 NON-BEARING WALL j q81 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS z A8.1 Q A81 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. v 3 z NOTES: NOTES: RUBBER A. FINISH ENDS, TYP D. SHIM AS REQUIRED G. PROVIDE NEW BUILDING STANDARD A. PROVIDE TRIM, FILLERS, MISCELLANEOUS BASE, RB-144 B. CONFIRM REQUIREMENTS E. ALL CABINET FACES AND DOORS, PL-1 AUTOMATIC FAUCET AND AUTOMATIC COMPONENTS, ETC. AT LOCKERS AS Project FOR ALL EQUIPMENT/APPLIANCES F. ALL EXPOSED EDGES AT DOORS AND SOAP DISPENSER. RECOMMENDED BY MANUFACTURER AS PRESSURE PRIOR TO CONSTRUCTION OF SHELVING TO BE P-LAM TO MATCH H. PROVIDE NEW WATER FILTER UNDER APPROPRIATE FOR CONFIGURATION. TREATED BIKE STORAGE CABINETRY ADJACENT VERTICAL SURFACES. COUNTER AND (1) NEW BOTTLE WOOD BASFACILITY SUITE 101 C. ALL COUNTER TOPS, EDGES AND SOUND ATTENUATION BATT BACKSPLASHES, PL-2 FILLING FAUCET, IN ADDITION TO IMPROVEMENT LANDLORD AS OCCURS AUTOMATIC FAUCET. IMPROVEMENT GYP BD WALL AS OCCURS 34'-6"t 68 C 1/2' = 1'-0" 4 LINCOLN 0250 SW GREENBURG RD STEEL LOCKERS, A8 1 COAT HOOKS, ACCENT WALL COLOR, P-2 STEE CH-1 TIGARD, OREGON L-IR 25" P.L. TOP v U.N.O. 6" BACKSPLASH DOUBLE STUD AT JAMB, TYP COAT HOOKS, 1 —5 MAX CH-1 �� TO FAUCET ~ AU D � CONTROLS C'1 DOOR FRAME, FINISHED ENDS MATCH BLDG STD T� WRAP ALL EXPOSED PIPE PORT EGON JPER CODE 8. OF � Z � P—LAM FACES 7 $ WOOD BENCH BIKE RACKS $ MIRROR 6C i M MACKENZIE 2015 A8.1 A8.1 -RUBBER BASE, BR-1 A8.1 WOOD BENCH N I THESE DRAWINGS ALL HARE TS RTHE RPROPERTY A8.1 6„ N OPEN BELOW PER CODE OF MACKENZIE AND ARE NOT TO BE RB-1 - USED OR REPRODUCED IN ANY MANNER, 2'-9" 4'-0" SPACING AS RECOMMENDED B n O RUBBER BASE BEYOND WITHOUT PRIOR WRITTEN PERMISSION BIKE RACK MANUFACTURER2'-0" REVISIONS: UO'1a REVISIONS REVISION DELTA 4 TYP INTERIOR DOOR 5 WEST ELEVATION W s EAST ELEVATION � CABINET SECTION SJ THIS CLOSING DATE L''I w W SHEET A81 HEAD SIMILAR 3"=1'-O" o A81 1/4"=1'-0" q8.1 1/4"=1'-0" w q81 TYPICAL 3/4"=1'-0" v �� 1X" x 2j6" MAPLE HARDWOOD, STAIN TO MATCH STANDARD FOUND AT 3 LINCOLN SHOWER FACILITES SHEET TITLE: REFER TO PLAN DETAILS AND o ELEVATIONS TYP V-6" AFF ¢ 0 0 SWITCHES & ¢ X ENVIRONMENTAL x PAINT METAL SUPPORTS D 'r CONTROLS g Nt X BLACK 00 DRAWN BY: LER X ANGLE 2x2x% ® 24" O.C. ATTACH TO STUD W/ (4) A SWITCHES AND OUTLETS OACCESSORY C COAT HOOK CHECKED BY: SBH, PDK X #12 TEK SCREWS ACCESSIBLE RECESSED PAPER TOWEL SHEET: RUBBER BASE DISPENSER/WASTE RECEPTACLE A8.1 JOB N0. s BENCH DETAIL s TOILET ACCESSORIES AND FIXTURES Q 2110953.12 A8.1 1 1/2"=1'-0' m A8.1 MOUNTING HEIGHTS AND DIMENSIONS 1/4"=1'-0" s PERMIT SETS 03/12/15 211095312\ARCH\13-�8.1.DWG LER 03/11/15 16:10 1:1.00 DOOR SCHEDULE DOOR DOOR DOOR DOOR FRAME DETAILS HDWR RATING COMMENTS OPENING SIZE THK TYPE MAT'L FINISH MAT'L FINISH GROUP 101A 3'-0"x7'-0"t EXISTING DOOR 1,3 1018 3'-0"x7'-0"t EXISTING DOOR 2 Architecture o Interiors 102A 3'-0"x7'-O"t 1 " FL SC S HMK FF 4,A8.1 H-1 -- -- Planning ® Engineering HARDWARE GROUPS: ABBREVIATIONS: H-1: CHANGING EXIST EXISTING FULL MORTISE LEVER - FF FACTORY FINISH MATCH BUILDING STD., FL FLUSH COORDINATED DEADBOLT HMK HOLLOW METAL KNOCKDOWN Portland,OR PRIVACY FUNCTION W/ S STAIN 503.224.9560 OCCUPANCY INDICATOR, SC SOLID CORE WOOD Vancouver,WA BUTTS, SEAL, WALL STOP 360.695.7879 DOOR SCHEDULE COMMENTS: Seattle,WA 206.749.9993 1. EXISTING EXTERIOR DOOR. PROVIDE NEW WINDOW FILM, www.mcknze.com WF-1, AT INTERIOR DOOR DOOR SCHEDULE NOTES: GLAZING. A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, MACKENZIE. 2. EXISTING DOOR AT EXISTING AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. RATED CORRIDOR. "E��a""R��E" � �L,�MT F"�"�E" B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR 3. PROVIDE DOOR ACTUATOR Client WITH CARD READER ACCESS, WITH MORTISE LOCKSET AS DETERMINED BY LANDLORD. BESAM OR EQUAL. CARD KEY C. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, TO RELEASE ACTUATOR INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE. CONTROL. TIE TO EXISTING D. ALL DOORS, FRAMES AND HARDWARE TO MATCH BUILDING STANDARDS. BUILDING SECURITY SYSTEM. PROVIDE ALLOWANCE FOR E. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. s M o R E 6 T E I N 11OV CIRCUIT FOR SIGNAL F. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING BOOSTER AND DOOR INVENTORY OR RELOCATED WITHIN SUITE WHERE ACTUATOR. POSSIBLE. ROOM FINISH SCHEDULE ROOM FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING CEILING Project NO ROOM NAME MAT'L MAT'L MAT'L MAT'L MAT'L MAT'L HT FINISH BIKE STORAGE FINISH FINISH FINISH FINISH FINISH FINISH MAT'L COMMENTS FACILITY SUITE 101 101 BIKE STORAGE RF-1 RB-1 P-1 GB/P-1 GB/P-1 P-2 9'-0" SAT 102 CHANGING ROOM RF-1 RB-1 GB/P-1 P-1 P-1 GB/P-1 9'-0" SAT LANDLORD FINISH SCHEDULE NOTES: ABBREVIATIONS: IMPROVEMENT a uNcoLN A. PATCH AND REPAIR ALL EXISTING WALLS WHERE GB GYPSUM BOARD 10250 SW GREENBURG RD AFFECTED BY NEW WORK. PAINT NEW AND EXISTING P PAINT MAW, OREGON WALLS, THROUGHOUT. RB RUBBER BASE B. PROVIDE NEW FLOOR FINISH AND RUBBER BASE RF RUBBER FLOOR THROUGHOUT. PREP EXISTING FLOOR PER MANUFACTURER'S RECOMMENDATIONS TO RECEIVE NEW SAT SUSPENDED ACOUSTICAL TILE RUBBER FLOORING. SEAMS TO RUN PLAN EAST/WEST. jepo PROVIDE SEAM DIAGRAM TO ARCHITECT FOR REVIEW.SCHEDULE OF INTERIOR FINISHES/FIXTURES REG PROVIDE SHOP DRAWINGS, FINISH AND FIXTURE SUBMITTALS FOR ITEMS LISTED BELOW TO PROPERTY MANAGER FOR REVIEW AND APPROVAL. OF O RF-1: ECORE EVERLAST SPORTS SURFACING, STYLE: ZONE 2, COLOR: EL 34 TOP 2015 GUNS, SIZE: 8MM THICKNESS, 4' WIDE ROLLS © ALL MACKENZIE RIGHTS RESERVED RB-1: ROPPE, COLOR: 100 BLACK, 4 COVED BASE THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION P-1: SHERWIN WILLIAMS, SW7004 SNOWBOUND, SATIN/EGGSHELL FINISH (GENERAL WALL COLOR) REVISIONS: Z P-2: SHERWIN WILLIAMS, SW7613 AQUA-SPHERE, SATIN/EGGSHELL FINISH Na REVISIONS REVISION DELTA (ACCENT WALL COLOR) >_I THIS o SHEET CLOSING DATE SL-1: HADRIAN, STYLE: CORRIDOR, DOUBLE TIER, 12" WIDE X 21" DEEP X 72" HIGH, COLOR: 504 LINEN PL-1: FORMICA, COLOR: 2770-90 SARUM GREY, GLOSS FINISH, (CABINETRY VERTICAL SURACES) , PL-2: FORMICA, COLOR: 5283-58 DOGBONE STORM, (CABINETRY COUNTER TOP AND BACKSPLASH) CH-1: BOBRICK, SURFACE MOUNTED UTILITY HOOK, B-6707 SATIN-FINISH STAINLESS STEEL SHEET TITLE: SCHEDULES WF-1: 3M WINDOW FILM, SPECIFICATIONS TO BE COORDINATED & SELECTED WITH OWNER BR-1: HUNTCO SUPPLY LLC, STYLE: HAWTHORNE MODULAR BICYCLE PARKING SYSTEM, INSTALLATION: FLOOR MOUNT, COLOR: COORDINATED WITH OWNER, REPRESENTATIVE: JAMES BASTRON, 503.224.8700 BRS-1: HUNTCO SUPPLY LLC, STYLE: FIXTATION "PUBLIC WORK STAND" BIKE REPAIR STATION, INSTALLATION: FLOOR MOUNT, COLOR: COORDINATED WITH OWNER, REPRESENTATIVE: JAMES BASTRON, 503.224.8700 DRAWN BY: LER CHECKED BY: SBH, PDK SHEET: A8.2 JOB NO. 2110953.12 PERMIT SET- 03/12/15 211095312• C\TEMP\ACPUBLISH_5640\131A6.2.DWG LER 03/11/15 16:06 1:1.00