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Plans (30) BUP2021 -00180 RECEIVED lie PROJECT LEGEND 3 LINCOLN JUL 15 2021 #o e� CITYOFTIGARD !• a n BUILDING DIVISION FI — OREGON Ease -o`; � ,I AREA OF WORK SEEF___. Architecture Interiors T EXISTING CONSTRUCTION TO BE DEMOLISHED ✓{ H%' Fad ' S10L9 = c „ t � FITNESS CENTER Planning Engineering / SITE ALIGN FACE OF FINISH WITH FACE OF FINISH Y°®'0 �D !' o EXISTING WALL TO REMAIN 04+4444, NEW 1-HOUR RATED WALL SEE DETAIL 3/A5.20 UPGRADES Portland, OR NEW WALL TO UNDERSIDE OF CEILING 7/A5.20 503.224.9560 ® NEW DEMISING WALL, SEE DETAIL 8/A5.20 Vancouver, WA 360.695.7879 mz EXISTING DUPLEX OUTLET SUITE 125 Seattle, WA EXISTING DEDICATED DUPLEX OUTLET 206.749.9993 VICINITY MAP IL EXISTING DATA/PHONE ROUGH IN LOCATION 3 LINCOLN WWW.mcknze.com FSEXISTING FIRE STROBE TO REMAIN MACKENZIE . Q,Q NOT TO SCALE 6 Q Y EXISTING CARD READER 10220 SW G R E E N B U R G ROAD DESIGN DRIVEN I CLIENT FOCUSED $as NEW LIGHT SWITCH WITH OCCUPANCY SENSOR Client NEW CARD READER TIGARD , OREGON ® p` � NEW DUPLEX OUTLET 7 EXISTING CEILING GRID S H O R E S T E I N EXISTING GYPSUM BOARD CEILING NEW GYPSUM BOARD CEILING SEE DETAIL 3/A5.20 + EXISTING SPRINKLER HEAD INDEX OF D RAW I N G S ® ® ®� EXISTING SUPPLY/RETURN VENT TO REMAIN GENERAL G0.01 TITLE SHEET, KEY PLAN,AND GENERAL NOTES Project i EE] DEMOLISHED OR RELOCATED 2'X4' LIGHT FIXTURE TO BE RELOCATED ARCHITECTURAL FITNESS CENTER EXISTING 2'X4' LIGHT FIXTURE TO REMAIN. HATCHED INDICATES FIXTURE ON A1.10 PARTIAL FIRST FLOOR DEMOLITION PLAN, FLOOR PLAN, FINISH PLAN, AND NOTES SUITE 125 24-HOUR BATTERY BACK-UP. A1.20 PARTIAL FIRST FLOOR DEMOLITION CEILING PLAN, REFLECTED CEILING PLAN,AND NOTES ® NEW EXIT SIGN A4.10 ENLARGED DEMOLITION PLAN, FLOOR PLAN, FINISH PLAN, AND NOTES A4.11 ENLARGED DEMOLITION CEILING PLAN, REFLECTED CEILING PLAN, AND NOTES ® L-1 NEW OR RELOCATED 2'X4' LIGHT FIXTURE. HATCH INDICATES FIXTURE ON A4.13 INTERIOR ELEVATIONS 3 LINCOLN 24-HOUR BATTERY BACK-UP. A5.20 INTERIOR DETAILS AND SECTIONS 10220 SW o L-2/3/4 NEW RECESSED LINEAR LIGHT FIXTURE. A6.10 INTERIOR DETAILS AND SCHEDULES GREENBURG RD — F- -1 TIGARD, OREGON 3 LINCOLN 1 /1 I I ADA CLEAR FLOOR SPACE SCOPE OF WORK 2 LINCOLN � _ �� L J THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR COMMON AREA UPGRADES OF ,Q o APPROXIMATELY 4,377 SQUARE FEET ON THE FIRST FLOOR OF SIX FLOORS TOTAL.AT EXISTING SUITE 125 OCCUPANCY CALCULATION t� �C�f AND EXISTING SHOWER/TOILET ROOMS. WORK TO INCLUDE DEMOLITION, NEW WALLS, DOORS, RECITES, J CASEWORK, AND FINISHES. L SL OCCUPANCY TOTALPER HATCH FUNCTION LOAD FACTOR FUNCTION VALUATION: $184,500 —� A3 -ASSEMBLY 50 NET 57 OCCUPANTS DESIGN/CODE DATA ��PORT ND RE B- BUSINESS 150 GROSS 9 OCCUPANTS GOVERNING CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE 9 , 10 OCCUPANCY: B/A-3,ACCESSORY OCCUPANCY PER 508.2/508.2.4 (UNSEPARATED) QF 0 '0 CONSTRUCTION TYPE: I-B TOTAL OCCUPANCY: 66 OCCUPANTS TENANT AREA: APPROXIMATELY 4,377 SQUARE FEET OCCUPANCY LOAD: 66 @ MACKENZIE 2021 ALL RIGHTS RESERVED CODE SUMMARY LEGEND THESE DRAWINGS ARE THE PROPERTY OF 2 REQUIRED EXITS, 2 EXITS PROVIDED. MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION WITH ON SITE EMERGENCY WITHOUT PRIOR WRITTEN PERMISSION 7 ENT EXIT ACCESS GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. ® ILLUMINATED EXIT SIGN REVISION SCHEDULE DIAGONAL DISTANCE = 95'-11" Delta Issued As Issue Date DIAGONAL = 31'-6" (MIN. DISTANCE ALLOWED) DISTANCE BETWEEN EXITS: 73-3" SEE SERIES EMERGE SEE COMMON PATH OF EGRESS TRAVEL = 100'-0"MAX. OFFICE COPY G) 20'-2" DEFERRED SUBMITTAL 2 KEY PLAN - — — — — — - TRAVEL DISTANCE 300'-0" MAX. (TABLE 1017.2) 2019 OSSC SECTION 107.3.4.1 CITY a" ffl,PERMIT) Q,Q 1 ST FLOOR NTS FIRE SPRINKLER 1tEVIE�%FOR CODE COMPLIANCE 75'-1" MECHANICFIRE Approved: I PROJECT GENERAL NOTES MECHANICAL ELECTRICAL a OTC: PLUMBING Permit#: SYMBOLS AND REFERENCES EXIT ILLUMINATION Address: SHEET TITLE: 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. Suite#: 'a � (Nt rH tote re TITLE SHEET, B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. PROJECT NORTH CONTACTS Br Date: / KEY PLAN, AND 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 CORRECTION NORTH ARROW T "_�F- GENERAL WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. TRUE NORTH 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 CALLED FILLED ARROW ARCHITECT CONTRACTOR NOTES TO THE ATTENTION OF MACKENZIE. A MACKENZIE RUSSELL CONSTRUCTION DETAIL# 1515 SE WATER AVE, SUITE 100 20915 SW 105TH AVE 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 OVER INTERIOR ELEVATION 1 2 PORTLAND, OR 97214 TUALATIN, OR 97062 KEY MARK SHEET# PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. SUB-CATEGORY CONTACT: LINDSEY CARPENTER CONTACT: DONN STURDIVANT DRAWN BY: JKH F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. CATEGORY TEL: 503.224.9560 TEL: 503.692.9002 DIVISION # FAX: 503.228.1285 EMAIL: DSTURDIVANT@RUSSELLCONSTRUCTION.COM G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FIFE) REFER TO FINAL FINISHED FLOOR ELEVATION, WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED ACCESS FLOOR. EMAIL: LCARPENTER@MCKNZE.COM CCB: 58918 CHECKED BY: LJC, PDK H. DO NOT SCALE DRAWINGS. KEYNOTE 01-01 VALIDITY OF PERMIT SHEET: I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. LANDLORD/OWNER THE ISSUANCE OF A PERMIT NOTE# BASED ON CONSTRUCTION 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 SPACE NAME SHORENSTEIN REALTY SERVICES DOCUMENTS AND OTHER G0m01 SPACE # 5335 MEADOWS ROAD, SUITE 275 DATA SHALL NOT PREVENT RECYCLING/RE-USE OF DEMOLITION DEBRIS. OFFLAKE OSWEGO, OREGON 97035 THE CODE OFFICIP,L FROM ROOM/SPACE IDENTIFICATION 11q4 REQUIRING THE CORRECTION 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 ExIST. FLOOR FINISH 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. P-1 B-1 CONTACT: ROB FABIAN OF ERRORS. CSSC 105.4 WALL BASE FINISH TEL: 503.412.4844 JOB NO. 2190952.03 L. ALL DESIGN-BUILD ITEMS, SYSTEMS,AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. WALL FINISH EMAIL: RFABIAN@SHORENSTEIN.COM 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 OWNER. DOOR SYMBOL NUMBER t CONSTRUCTION DOCUMENTS: 05/24/2020 '219095203`C:\TEMPWCPUBLISH 27300\03 G0.01.DWG JKH 05/25/21 16:54 1:96.00 3' GENERAL DEMOLITION NOTES A. REMOVE EXISTING FLOORING THROUGHOUT, UNLESS NOTED OTHERWISE. PATCH, REPAIR AND - 26-02 26-03 26-0 26-0 PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES. SEE SHEET A6.10 FOR FINISHES. B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK. ANY m ENTRY CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN THE PLANS SHALL BE r CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO THAT THE CLARIFICATION CAN BE 101 r N ISSUED. 06-01 26-01 CARDIO C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE USE. Architecture Interiors 61011 LL D. LE. COORDINATE WITH CITY OF TIGARD Planning Engineering - SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. -------------------- E. CAP ALL ABANDONED ELECTRICAL CONDUIT AND OTHER UNDER SLAB UTILITIES AS REQUIRED. 09-17 }g 01-01 TMP F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. 111 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 Portland, OR _____________________________________ 101A ARCHITECT/DESIGNER. Portland, OR 22-01 •± 60 H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE-USE. 3'-0" Vancouver, WA 360.695.7879 0918 I --------- - - 110A - - 107A GENERAL NOTES Seattle, WA =_ _ + 206.749.9993 iL__, VV MEN LOCKER WOMEN LOCKER I A. NEW FLOORING AND BASE THROUGHOUT, UNLESS NOTED OTHERWISE, SEE 3/A1.10. WWW.mcknze.com 10-04 E4LIFTING I 110] 107 RETCHING B PATCH AND REPAIR WALLS WHERE AFFECTED BY NEW CONSTRUCTION. PAINT NEW AND EXISTING ------------------------ . ■ LL 1. =------- --------- ;i_ 111 ■ I ■ ■ I 103 WALLS THROUGHOUT. ASSUME P-1, U.N.O. MACKENZIE . * i I C. ALL EXISTING CONDITIONS TO REMAIN, EXCEPT NOTED BELOW. oE31aN DRIVEN 1 CLIENT FOCUSED 26-03 _ I 02-03 44 14 , 4 D. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. Client / q, H. ` ;1 FS _.__ _________t_u___ _______t _..._______ , HOW MEE WALL THICKNESS ARE NOMINAL UNLESS NOTED OTHERWISE C0 N � � I i„!i? I i — 09 t 6 �� 10 A F. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. i p0/ / _. ,�as G. LID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD f x.30 `. �'•• •+ S H O R T E I N �� ALL INTERIOR DOORS TO BE SO ______________________ ________ / I UNLESS NOTED OTHERWISE. + 109 J 106A ,,, H. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS NOT BEEN ” li! L._T i I J O COMPLETED. CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH :: ii — TENANT. 8'-11" 10'-5" I. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY GENERAL STU 10 INTENT ONLY. COORDINATE ELECTRICAL/DATA SWITCHING REQUIREMENTS WITH TENANT AND .a 10 PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. —� J. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. Project +.. + . I _T,;I_ I MEN ENTOILEr zs-o2 FITNESS CENTER :j;i• r 2 08 105 K. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. A4.10 — a. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY SUITE 125 / \I 5,_2. ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK.1 L. ADD SOUND INSULATION IN ALL NEW WALLS, 08-01 I a M. FURNITURE AND EQUIPMENT IS SHOWN FOR SCHEMATIC PURPOSES ONLY, TENANT OR TENANTS 3 LINCOLN 048 02-01 VENDOR TO CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL LAYOUTS. 10220 SW 108A 705A 1 b 10-01 &3 N. PROVIDE RUBBER TRANSITION, IF REQUIRED, BY CHANGE OF HEIGHT IN FLOORING MATERIALS. GREENBURG RD �– - — — — — — . 5'-011 14'-8" - - - - - - - TIGARD, OREGON 1 PARTIAL FIRST FLOOR DEMOLITION PLAN 2 PARTIAL FIRST FLOOR PLAN 18. MIN 1 .1 1/8"=1'-0° 1 .1 1/B"=1'-0' KEYNOTES %RD, 1vC/FLOOR FINISHES 01-01 CONFIRM REQUIRED CLEARANCES FOR ALL LANDLORD PROVIDED EQUIPMENT. j02-01 PATCH AND REPAIR CORRIDOR WHERE AFFECTED BY NEW CONSTRUCTION TO MATCH �EXISTING.02-03 CENTER NEW WALL ON EXISTING COLUMN.RUBBER TILE RF-1 OPEN FITNESS AREAS 06-01 PROVIDE LOWER CABINETRY AND BUILT-IN CUBBIES.08-01 RELOCATE EXISTING RATED DOOR, FRAME,AND HARDWARE, IF FEASIBLE.+ + + RUBBER FLOORING RF-2 AT STUDIO 09-01 EXTEND EXISTING WINDOW FILM, WF-1,AT EXTERIOR WINDOWS TO 6'-0"AFF ON EAST OF + + + + SIDE TOWARDS PARKING ONLY. MATCH EXISTING FILM SPECIFICATION. 1 A4.13 ■ 1 09-02 PROVIDE NEW WALK OFF MAT, WOM-1, WHERE AFFECTED BY CONSTRUCTION. EXISTING PORCELAIN TILE TO EXISTING TOILET ROOMS 09-03 PROVIDE VINYL GRAPHIC, WC-1, WHERE INDICATED. CONFIRM FINAL DESIGN WITH O MACKENZIE 2021 REMAIN ARCHITECT AND LANDLORD. PROVIDE LEVEL 5 FINISH AT WALLS. ALL RIGHTS RESERVED 09-17 PROVIDE 30"TALL STRIP OF WINDOW FILM AT ADJACENT GLAZING AND GLASS DOORS. THESE DRAWINGS ARE THE PROPERTY OF ASSUME CUSTOM LOGO AT DOORS,WF-2 MACKENZIE AND ARE NOT TO BE USED PORCELAIN TILE PT-1 SHOWER ROOMS/LOCKER ROOMS RODUCED IN ANY MANNER, 09-18 PROVIDE OXIDIZED ALMET STAIN TO EXISTING BRASS HARDWARE ON BOTH SIDES OF WITHOUT OR PRIOR WRITTEN PERMISSION DOORS TO MATCH TRIM OF GLAZING ADJACENT TO DOORS. 1 10-01 PROVIDE FLOOR MOUNTED BALLET BAR, BAR-1,AT 37"AFF. CENTER OF BARRE TO BE PORCELAIN TILE MOSAIC PT-3 SHOWERS MOUNTED 8" FROM FINISHED WALL. PROVIDE INTERMEDIATE SUPPORTS AS REQUIRED REVISION SCHEDULE ALONG LENGTH OF BAR. PROVIDE FLOOR SUPPORT AS REQUIRED, 1/2 DIAMETER 09-03 EXPANSION ANCHORS, 2 MIN. PER PLATE WITH A 4" EMBED. Delta Issued As Issue Date WALK-OFF MAT WOM-1 CORRIDOR 10-02 PROVIDE WALL MOUNTED MIRRORS, MI-1,AND P-LAM PANELS, PL-3, SEE 3/A1.10 FOR 1 ASI 41 07/14/2021 WIDTH. PROVIDE BLOCKING AT WALL AS REQUIRED. PROVIDE SCHLUTER TRIM AT _ EXPOSED P-LAM EDGE/TRANSITION TO MIRROR. WALL MIRROR MI-1 10-03 PROVIDE WALL MOUNTED MIRRORS, MI-2, TO 84"AFF. PROVIDE BLOCKING AT WALL AS 10-02 3 SIM. A4.13 I REQUIRED WC-X 10-04 RELOCATE EXISTING FIRE EXTINGUISHER. WALL COVERING LOCATION WC-1 w O 22-01 PROVIDE NEW WATER FOUNTAIN WITH BOTTLE FILL, CHILLER,AND POWER, BF-1. +I zzA4.73 ■ �,P 26-01 ELECTRICAL RACEWAY FOR EXERCISE EQUIPMENT.VERIFY EQUIPMENT LAYOUT PRIOR o_ 09-01 TO CURB FABRICATION. CONFIRM ALL ELECTRICAL REQUIREMENTS WITH FITNESS ao Q 3 I EQUIPMENT VENDOR. N FS 10-02 26-02 PROVIDE BLOCKING, POWER AND DATA ROUGH-IN LOCATION FOR LANDLORD 15'-8"± SCHLUTER SYSTEMS PROVIDED FLAT SCREEN TV. CONFIRM FINAL HEIGHT AND LOCATION WITH LANDLORD. 26-03 PROVIDE BLOCKING AND POWER FOR LANDLORD PROVIDED FAN. CONFIRM HEIGHT (3) EQUAL PANELS RENO—U STRIP AND LOCATION WITH LANDLORD PRIOR TO CONSTRUCTION. SHEET TITLE: ' +/ . . . + PARTIAL FIRST + ++ + ++ + ++ + ++ PT-I+ ALTERNATES FLOOR + + + + + DEMOLITION 1 I + + + + PROVIDE SEPARATE PRICING FOR THE FOLLOWING: PLAN FLOOR + + + + + + + + + + + + + AA PROVIDE NEW WALK-OFF MAT AT FULL CORRIDOR EXISTING LOCATION, IN LIEU OF + + + + + PATCHING AT NEW CONSTRUCTION. WOM-1 (ALT). PLAN, FINISH + + + + + + + + + + + + + + + + + + PLAN, AND NOTES + + + + + + + + + I + IF + + + + + + + + + DRAWN BY: JKH, SJR A410 + 10$3 + + + + + + CHECKED BY: LJC, PDK + + + + 14x_6•$ + + + (4E(APANELS + + RESILIENT FLOOR SHEET: + + + 3 PARTIAL FIRST FLOOR FINISH PLAN 4 TILE/RESILIENT FLOOR TRANSITION JOB No. 2190952.03 CONSTRUCTION DOCUMENTS: 05/24/2020 219095203\DRAWINGS\ARCHITECTURAL\03 A1.10.DWG SJR 07/14/21 16:29 1:96.00 GENERAL NOTES A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 9'-911± (EXISTING) AFF, UNLESS NOTED OTHERWISE. LL B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 1/A5.20. ■ + + + + + + C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER OF TILE, UNLESS NOTED OTHERWISE. Architecture Interiors D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS WILL BE BY SEPARATE PERMIT. Planning Engineering 0 09 04 O E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. + I F. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. + 9;! , G. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE Portland, OR + + ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO 503.224.9560 O+ ++ REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY Vancouver, WA O N FOOTCANDLES R FIXTURE PLA EMENT/LOCATION WITHIN ANY AREA OF THE 3606957879 ;---- . __}__ __f__ _, _ _ _ .__�_ _ _ A _ ____; SPACE. CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL Seattle, WA + '` �::. + CONSTRUCTION AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE ----------- i i t""--4- -i - ---F --{----�----j- 1------ o ® ® REVIEWED AND APPROVED BY LOCAL JURISDICTION THROUGH SEPARATE PERMIT. 206.749.9993 + + ++= } } i + ' + + o --- _ - -- - - www.mcknze.com N ' - T , , ----------- , , , , t 4- t-� -ti-�--t KEYNOTES DCNOENZIE • • • • I I EEION ONIVEN CLIENTFOCUSED ii: • , • •• + i i i ! i Client ' "'T""}------------ RRIDOR CEILING AS REQUIRED TO MATCH + + OZ EXISTING CORRIDORO j + ; o �" !� 09-04 EXISTING SAT MAIN GRIDLINE, TYPICAL,AS IDENTIFIED DURING SITE 4-+r- -- OBSERVATION. OBSERVATION IS LIMITED TO VISIBLE IDENTIFICATION OF ; CONSISTENT MAIN LINES.ANY VARIATIONS TO BE CONFIRMED ON SITE BY CONTRACTOR --' i '. `• .. .: S H O R E S T E I N I + + l + + ' Project > 02 I a o. ' FITNESS CENTER SUITE 125 3 0 , + I a o + 3 LINCOLN 10220 SW GREENBURG RD � _ _ _ _ _ _ _ _ � -- _ _ _ _ _ _ _ J TIGARD, OREGON FIRST FLOOR DEMOLITION CEILING PLAN 0204 2 FIRST FLOOR REFLECTED CEILING PLAN 1 .2 1/81L=11_011 1 .2 1/8"=V-0"-o° PA D KISLING C� y P T N EG ��' OF 0� C MACKENZIE 2021 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION i REVISION SCHEDULE Delta Issued As Issue Date SHEET TITLE: PARTIAL FIRST FLOOR DEMOLITION CEILING PLAN, REFLECTED CEILING PLAN, AND NOTES DRAWN BY: JKH CHECKED BY: LJC, PDK SHEET: A1 . 20 JOB NO. 2190952.03 CONSTRUCTION DOCUMENTS: 05/24/2020 '219095203`C:\TEMP\ACPUBLISH 27300\03 A1.20.DWG JKH 05/25/21 17:58 1:96.00 (1) FULL TILE (1) FULL TILE 09-20 09-11 09-11 09-20 33331333 RF 1 RF-1 cp m +aa + nig rin + +aa P I ni yin 1 + 09-08 10,_311 11.711 117r 11'-10" 0908 I I Architecture Interiors o ■ r I Planning > Engineering 1'-7" 4 02-02 3'-7" 2'-5" 02-02 211 ^ 5 1'-7" 1 J W 10-OS A4.13 10-OS 1 OA4.13 4' 0° ■ 07 — ■ J 0 I �� 10-07 ■ 61.211 t0 0 8 ■ 1 1 MEN L CKER 02-02 ■ - -r Portland, OR 110 ■ 02-02 WOMEN LOCKER M 1 K ; E K R I 503.224.9560 ° Vancouver, WA ■ 09-09 107 P -t ■ I 360.695.7879 09-09 A4.13 7 A4.13 A4.13 6 7 ■ 6 SIM. A4.13 *; -1 ■ p_ 2 1 1 I I 206.749.9993 44 +� +44 + — 1 Seattle, WA --' i P r ----= =----- -- U=- ---------- -\�- u I-- - ----- -'� ------ 12-03 Typ1 --------- --------- I 2-02 _ 12-03 — 1111111 --------- --------- Q 2 www.mcknze.com 'R4.13 2 A4.13 TYP II 1111111 II / 2-03 72-02 1-6" 9 1 11111 II / i i i i i i i MACKENZIE TYP TYP / j 4'-3" _ _..J _ 4'-2' 6�" Q/ /1 ----------- 09-07 n, , I I I I I 09-07 09-37 1 Q�P• _ DESIGN DRIVEN I CLIENT FOCUSED 1 .11� I 1 11 141111) I I ?n Z [293 Client 1 lyy 1 II I I I MEN SHOWER to E EF H - 1 r �/ WOMEN SHOWER I 1 10 02-OSTMP r---- 09 3, 106 t 1 ,Iy yti -_�I I 1 1 11 ly 11 I 11 1 1 I 51_011 L1 IW i-- -1 02-0 I , , I 1 Jam/ a 1 - S H O R E 5 T E I N 1 +44 , L--- 1 --- 1 +44 TYP _. +44 + 1 1 - _ t.k 1 1 1 1 ' 1 19 A4.13 08-03 1 I L 09-19 011 011 ST 1 I � 09 0 0 10 Project o FITNESS CENTER SUITE 125 AB +44G - + 08-02 +4 �� 3 LINCOLN 10220 SW \� E IL WC TIL GREENBURG RD OS Q j /N1�EN TOILET wOME10501LFT O, Q� I 10 TIGARD, OREGON \ 6/ 108 6/ PAU D. SLI 0 U S(7)7 U I 0 U C-1 y POR LA D, 0 ON moi' OF Og VIL- 1 ENLARGED DEMOLITION PLAN 2 ENLARGED FLOOR PLAN 3 ENLARGED FINISH PLAN © MAGHTS E 2021 SER ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF 4.1 1/4"=11.0114.1 1/4"=V-011 41/41,=1'_0" MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION GENERAL NOTES FLOOR FINISHES KEYNOTES REVISION SCHEDULE A. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE USE. 1 Delta Issued As Issue Date B. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORMED NO DEMOLITION THAT EXISTING PORCELAIN TILE TO 02-02 ALIGN NEW WALL WITH FINISHED FACE OF EXISTING WALL/COLUMN. 1 ASI#1 07/14/2021 MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF REMAIN EXISTING TOILET ROOMS 02-05 REMOVE EXISTING FABRICATED SHOWER SURROUNDS AND BASINS THE ARCHITECT/DESIGNER. 08-02 EXTEND WALL TO STRUCTURE. C. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. 08-03 PROVIDE GLASS DOORS, SHW-1 PORCELAIN TILE PT-1 SHOWER ROOMS/LOCKER ROOMS G. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY GENERAL 09-05 EXISTING TILE FLOORING, BASE,AND WALL TILE TO REMAIN. INTENT ONLY. COORDINATE ELECTRICAUDATA SWITCHING REQUIREMENTS WITH TENANT AND 1 09-06 EXISTING VANITY TO REMAIN. PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. PORCELAIN TILE MOSAIC PT-3 SHOWERS 09-07 REMOVE EXISTING TILE FLOORING AND BASE, PATCH AND REPAIR SUBSTRATE TO RECEIVE NEW FINISH. H. ASSUME FLOORING TRANSITIONS OCCUR AT CENTER OF DOORWAY OPENING, UNLESS NOTED 09-08 NEW SOLID SURFACE COUNTERTOP AND MIRROR ABOVE, OTHERWISE. 09-09 NEW BUILT-IN P-LAM LOWER CABINETS WITH TRASH DROP AND SOLID SURFACE TOP. I. MODIFY EXISTING PLUMBING ROUGH-IN LOCATIONS AND/OR BLOCKING AS REQUIRED TO MEET ADA - — — — — — - PORCELAIN TILE BASE B-2 @ PT-1 LOCATIONS 09-10 ALIGN FLOORING TRANSITION WITH FINISHED FACE OF WALL. MOUNTING HEIGHTS AND REQUIREMENTS. 09-11 PROVIDE SCHLUTER TRANSITION BETWEEN EXISTING PORCELAIN TILE, NEW PT-1,AND RF-1. O. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. PORCELAIN WALL TILE PT-2 @SHOWER WET WALLS 09-12 ALIGN NEW GROUT LINE WITH EXISTING 09-16 PROVIDE 2) BUILDING STANDARD HOOKS ATUT LINE.EACH ROOM, H-1. MOUNT(1)HOOK AT ADA STALL AT ADA HEIGHT. SHEET E ENLARGED VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY ARG ED ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. 9 PR E I R A O - D T L P O ATELY 2" HIGH. 1 09-20 START TILE INSTALLATION HERE WITH FULL TILE. DEMOLITION 10- L N FACTURER PROVIDED LOCKERS. PREP AND PREPARE FLOORS AND WALL PLAN, FLOOR TO RECEIVE EQUIPMENT. PROVIDE SUPPORT AS REQUIRED BY MANUFACTURER. 5% OF LOCKERS TO MEET ADA REQUIREMENTS. 10-07 CONTRACTOR TO PROVIDE PLATFORM FOR LOCKERS, AS REQUIRED BY MANUFACTURER; 2"X6" BASE WITH 1/2" PLYWOOD. PLAN, FINISH MANUFACTURER 10-08 PROVIDE FRAMELESS WALIDMOUNT MOED BASE AT UNTED MIRROR, MI-5, MO UNT 10EA DETAIL 9/A5.20. PLAN, AND 12-01 NEW WOOD SLAT BENCH, SEE DETAIL 8/A4.13. NOTES 12-02 PROVIDE BUILDING STANDARD SHOWER CURTAIN AND ROD. 12-03 NEW FREESTANDING WOOD SLAT BENCH , SEE ELEVATION 7/A4.13. DRAWN BY: JKH, SJR 12-05 NEW ADA SHOWER. PROVIDE ADA COLLAPSIBLE CURB AND NEW GRAB BARS. NEW FOLDABLE SEAT, SHWB-1. PROVIDE BLOCKING IN WALL AS REQUIRED. CHECKED BY: LJC, PDK 22-02 PROVIDE NEW DRAIN COVER AT SHOWER STALLS. 22-03 PROVIDE NEW VALVE AND SHOWER HEAD AT EACH SHOWER, SF-1 &SF-1A AT ADA STALL SHEET: ALTERNATES A4 . 10 PROVIDE SEPARATE PRICING FOR THE FOLLOWING: AB IN LIEU OF PARTITIONS TO REMAIN, PROVIDE NEW TOILET PARTITION, PRT-1 (ALT), AT EXISTING LOCATION. NEW PARTITION TO MATCH JOB NO. EXISTING MOUNTING HEIGHT AND LAYOUT. 21 90952.03 CONSTRUCTION DOCUMENTS: 05/24/2020 219095203\DRAWINGSWRCHITECTURAL\03 A4.10.DWG SJR 07/14/21 16:29 1:48.00 EQ EQ EQ EQ EQ EQ EQ EQ - - - [ILI ILI L-11-- ------------------ ---------- ------------ --- '-- ----- ----------- - - -----__=------------------- - ----- ----- ---- _____- - ---_--- - 1 1 I 1 r I _ �� - ..• 26.06 6-06 - 6-04 = - LU i______L_____L_____S_____J_____'I_v===JLILI I _____ _____S_____J_ 1 I 1 1 .. . . v;.. .'..: .. .. , 6 04 . o I I I _____I---- _____r_____T_____i I ••v• I r I 1 1 1 I 1 1 I 1 1 1 I I 1 I I 1 1 1 1 I •• v .. ,. ` 1 I I I I 1 I I r 1 1 1 1 I , I 1 I I I 1 1 1 I •• . . .. I I 1 1 1 1 I I I I 1 1 1 1 -: 1 1 I I I I __ 1 11 �• T•� I I I 1 1 1 I I I I 1 1 1 I 1 I I I I I ' r 1 1 . . _ / '•!' 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Q . 77-- 0 . . . 0 .: . • .. .. .0' - `. - _0 . . . :. 0 Project - FITNESS CENTER SUITE 125 714 3 LINCOLN 10220 SW 0 O ' C� GREENBURG RD MEN TOILET W EN.TOILET TIGARD, OREGON 108 105 mo ® ®' ��� C� r L SL PORT ND RE 9 ' OF Ogg' 1 ENLARGED DEMOLITION CEILING PLAN 2 ENLARGED REFLECTED CEILING PLAN MACKENZIE 2021 4.1 1/4°=V-o'1 C ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISION SCHEDULE GENERALNOTES Delta Issued As Issue Date KEYNOTES A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 91-911 (EXISTING) AFF, UNLESS NOTED OTHERWISE. B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 12/A4.13. 09-13 NEW PAINTED GYPSUM BOARD CEILING TO ALIGN WITH EXISTING GYPSUM BOARD CEILING. PATCH AND REPAIR TRANSITION AS C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING REQUIRED TO ACHIEVE FLUSH SURFACE. RELOCATE EQUIPMENT AS REQUIRED PER NEW LAYOUT. PENETRATIONS IN CENTER OF TILE, UNLESS NOTED OTHERWISE. 09-14 REMOVE EXISTING GRID CEILING AND ALL CEILING EQUIPMENT/LIGHTING. D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS WILL BE BY 26-04 NEW RECESSED LINEAR LIGHT FIXTURE, LF-4. SEPARATE PERMIT. 26-05 NEW 12'-0"LONG RECESSED LINEAR LIGHT FIXTURE, LF-2. E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. 26-06 NEW 6'-0"LONG RECESSED LINEAR LIGHT FIXTURE, LF-3. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. 26-07 EXISTING CAN LIGHT FIXTURE TO REMAIN. RETROFIT WITH NEW BUILDING STANDARD LED BULBS. ASSUME 3500K. F. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH 26-08 CONFIRM LIGHT SENSOR REQUIREMENTS WITH LANDLORD TO ENSURE LIGHTS WILL REMAIN ON WHEN INDIVIDUALS ARE IN THE EXISTING. SHOWER AREA. G. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE SHEET TITLE: ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO ENLARGED REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY DEMOLITION CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION CEILING PLAN, BY AND SAT MAIN GRI LINT,THROUGH TE IF REQS PERMIT. ED. FINAL LAYOUT TO BE REVIEWED AND APPROVED REFLECTED CEILING PLAN, AND NOTES DRAWN BY: JKH CHECKED BY: LJC, PDK I I J SHEET: A4 . 11 JOB NO. 2190952.03 CONSTRUCTION DOCUMENTS: 05/24/2020 '219095203'C:\TEMP\ACPUBLISH 27300\03 A4.11.DWG JKH 05/25/21 16:54 1:48.00 NOTES: NOTES: NOTES: NOTES: A. CONTRACTOR TO PROVIDE BUILT-IN P-LAM LOWER A. LOCK-1 PROVIDED BY MANUFACTURER, AND A. PAINT GYPSUM BOARD WALL, P-1. A. FINISH ENDS, TYP CABINET, WITH P-LAM DOORS, PL-1. PROVIDE TOUCH CONTRACTOR INSTALLED. CONTRACTOR TO B. MIRROR, MI-1, TO SPAN FULL LENGTH OF B. ALL COUNTER TOPS, EDGES, AND LESS, LOCKING HARDWARE. MELAMINE INTERIOR. COORDINATE COMPONENT LAYOUT AND FLUSH WALL.ASSUME METAL J-MOLD BACKSPLASHES, SS-1 B. PROVIDE CONTINUOUS SOLID SURFACE COUNTER TOP, SPECIFICATIONS WITH MANUFACTURER. AROUND ENTIRE PERIMETER, PROVIDE CLEAR C. SHIM AS REQUIRED SS-1, WITH WATER FALL EDGE, MITER CORNERS. B. 2"X6" BASE WITH�' PLYWOOD PROVIDED BY SILICONE SEALANT ALONG BASE. COUNTER TOP TO HAVE 10" DIAMETER TOWEL DROP CONTRACTOR. 6" FINISHED BASE PROVIDED BY C. PLASTIC LAMINATE, PL-2. OPENING ON TOP WITH POLISHED FINISHED EDGES. MANUFACTURER. C. CONTRACTOR TO PROVIDE P-LAM CUBBIES, PL-1 ON C. 5% OF LOCKERS TO MEET ADA REQUIREMENTS tA EDGES AND INTERIOR. D. CONTRACTOR TO VERIFY IN FIELD FINAL CLEAR D. CONFIRM REQUIREMENTS AND SIZES FOR ALL DIMENSIONS AND PROVIDE TO Architecture Interiors EQUIPMENT/APPLIANCES. HOLE AT COUNTER MANUFACTURER. MANUFACTURER TO PROVIDE TOP FOR TOWEL P-LAM FILLER END PANELS AS REQUIRED. EQ PANELS Planning Engineering DISPENSING 1 1 SEE 3/A1.10 FOR WIDTHS Q Q 12 Q CEILING 5 2 C� CEILING q CEILING CNG- 5'2 48"WX42"H BACK LIT MIRROR, � Y� (20) EQ OPEN MI-3 CUBBIES WITH P-LAM ADA, OPP. P-2 FINISH AT WOMENS P-1 Portland, OR INTERIOR TMATCH 503.224.9560 /— P-1 ADJACENT F /( Vancouver,WA 360.695.7879 SOLID SURFACE q T Seattle, WA LOCK-1 COUNTERTOP, SS-1 SOLID SURFACE 3'-6" 206.749.9993 IF- COUNTERTOP❑❑ 'a b WITH 4" FLUSH MIRROR, MI-1 www.mcknze.com I ] 7� NEW WOOD SLAT BENCH / / / MATCHING BACKSPLASH, SS-1 CD n, I ❑❑❑ m � P-2 MACKENZIE. RUBBER BASE, B-1 ,/ / / / N DESIGN DRIVEN 1 CLIENT FOCUSED PLASTIC LAMINATE, PL-2 m I Client 5.-4" 5'-4" w (10) EQ ¢ I L (2) EQ (5) EQ. 'ITI10'-1"V.I.F. CONTRACTOR TO I 103E± w PROVIDE PLATFORM RUBBER BASE, B-1 a} VIF RUBBER BASE, B-1 TILE BASE 1 CABINETRY ELEVATION wI 2 LOCKER ELEVATION Z 3 WALL ELEVATION 4 VANITY WALL ELEVATION > 3 H 0 R E S T E I N 3 I I 4.1 9 ENTRY 101 1/4"=1'-0" J 4 1 © MEN LOCKER 110 AND SIM. AT WOMEN LOCKER 107 1/4"=1'-0" < 4 1 ® LIFTING 111 1/4"=1'-0" j 4 1 © MEN LOCKER 110 1/4"=1'-0" J w o w w NOTES: NOTES: NOTES: A. FINISH ENDS,TYP A. CONTRACTOR TO PROVIDE BUILT-IN P-LAM A. CONTRACTOR TO PROVIDE SUPPORT AND FASTENERS AS REQUIRED TO STRUCTURALLY SECURE B. ALL COUNTER TOPS, EDGES, AND LOWER CABINET, WITH P-LAM DOORS, PL-1. BENCH TO FLOOR. B. BENCH MUST MEET ADA REQUIREMENTS. SEAT SHALL BE SLIP RESISTANT AND NOT ALLOW Project BHIM AS REQUIRED D PROVIDE TOUCH LESS, LOCKING HARDWARE. WATER TO ACCUMULATE. FITNESS CENTER C. SHIM AS REQUIRED MELAMINE INTERIOR. B. PROVIDE SOLID SURFACE COUNTER TOP, SS-1. C. SEE 8/A4.13 FOR REFERENCE. SUITE 125 COUNTER TOP TO HAVE 10" DIAMETER TRASH DROP OPENING ON TOP WITH POLISHED FINISHED EDGES. NOTE: C. CONFIRM REQUIREMENTS AND SIZES FOR ALL BENCH TO BE 3-6" MIN. LENGTH. 3 LINCOLN EQUIPMENT/APPLIANCES. PROVIDE DOUBLE 2 x 4 SUPPORT AT EACH ANGLE 10220 SW CLEAR CEDAR BENCH, GREENBURG RD EQ. 12 Q 11 PROVIDE CLEAR SEALER, TIGARD, OREGON 5.2 NO STAIN. CEILING 60"WX42"H BACK LIT MIRROR, C R MI-4 P-2 MAX. EASED EDGE, TYP. ��' ``C'r4RE HOLE AT COUNTER 2X4 CLEAR CEDAR TOP FOR TRASH BENCH, PROVIDE CLEAR �~ �j ❑ RECEPTACLE P-1 4 0 SEALER, NO STAIN y /❑ 1 SM III 11A SOLID SURFACE + + COUNTERTOP WITH 4" SOLID SURFACE + PORT NO � MATCHING BACKSPLASH, SS-1 COUNTERTOP, SS-1 �' CEDAR 2 x 4 AT EACH AND SIDESPLASH I 6" 6" 3"00 11 11 11 11111 " i� xQ ANGLE OF 0� in -1 1 o o o l MACKENZIE 2021 w U) FRONT SIDE © ALL RIGHTS RESERVED z 51.1 = ` FLAT BAR ANGLE THESE DRAWINGS ARE THE PROPERTY OF „ ( )2 EQ INTERMEDIATE z ., 1/4"xi'-6"x1'-6" W/(7) MACKENZIE AND ARE NOT TO BE USED 11'-10"± O SUPPORT w * 1/2"0 M.B. PROVIDE OR REPRODUCED IN ANY MANNER, RUBBER BASE, B-1 m WITHOUT PRIOR WRITTEN PERMISSION VIF �I ANGLE AT EACH END AND F LU Y AT 2'-0" O.C. 5 VANITY WALL ELEVATION > 6 CABINETS WITH TRASH DROP I BENCH ELEVATION m REVISION SCHEDULE s LOCKER ROOM BENCH I I �I I Delta Issued As Issue Date 4.1 @ WOMEN LOCKER 107 1/4"=1'-0" J 4 1 MEN'S 110, SIM. AT WOMEN'S 1/4"=1'-0" 4 1 @ MEN LOCKER 110 AND WOMEN LOCKER 107 1/2"=1'-0' j 4 1 1"=1'—O'" w U-1 w w, cn NOTES: A. SIZES OF WALLS VARY AT EACH SHOWER 4'-0" STALL. CONFIRM DIMENSIONS AND CUT PRIOR MIN TO INSTALL. SMOOTH, NONABSORBENT B. CONFIRM REQUIREMENTS AND SIZES FOR ALL r' — SURFACE, TYPICAL EQUIPMENT/APPLIANCES. I I L—SHAPED SEAT TO I I COMPLY WITH o z CLEAR LEVEL 610.3.11 VERTICAL GRAB BAR TO FLOOR SURFACE 4 COMPLY WITH 6080.3.1.2 2"TILED CURB AT - — NON ADA SHEET TITLE: SHOWERS HORIZONTAL GRAB BARD, / INTERIOR TO COMPLY WITH 608.3.11, TYPICAL 6"1. ELEVATIONS CEILING I I Lf) V) O p 00 PORCELAIN WALL TILE, PT-2 I LLI O <r I m w 0 ❑ Z ¢ 1 I AJ 00 Z¢ 0 cp n1 M U (f) < F_ W it Ld o \ F 3 (D DRAWN BY: JKH w cr) :Ev PT-3 MOSAIC AT FLOOR OF 18 Lr) m V) 2 < w SHOWER MIN U c0 co = CHECKED BY: LJC, PDK 3'-0" 3'-6" 3'-0" \ o (D `r SHEET: 3'-0" MIN MIN ¢ cj I I " (0 L NOTE: d OD I ACCESSIBLE SHOWERS TO A4m13 VAR ES' VARIES VARIES COMPLY WITH ICC � SECTION 608.3.1 AND w = A NORTH ELEVATION B WEST ELEVATION C SOUTH ELEVATION w ® SHOWER STALL ® SHOWER STALL ® SHOWER STALL 608.4.1 = c� A PLAN VIEW B FRONT ELEVATION B SIDE ELEVATION O z 9 SHOWER TILE ELEVATIONS 1 o ACCESSIBLE SHOWER Q JOB N0 2190952.03 2"=,'_o" Q 11 TYP. MOUNTING HEIGHTS 4.1 WOMEN'S SHOWER 106, SIM. AT MEN'S 1/4"=1'-0" J 4.1 4.1 ITS: 05/24/2020 w '219095203'C:\TEMPWCPU SH_27300\03_A4.13.DWG JKH 05/25/21 16:55 1:48.00 FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER BERC 2g" MAX. WALL ANGLE ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS WITHIN 8" OF CLIP PERIMETER NOTE CBLM JOIST MAX SPANS LATERAL BRACING WITH APPROVED VERTICAL COMPRESSION STRUT AT C 1A ■ 12'-0" OC EA WAY ° MAIN RUNNER 600SI37-33 METAL STUD CEILING JOIST COUNTERSLOPE HANGERS IF MORE THAN 1: 6 OUT OF PLUMB p �� ® 16" oc MAX SPAN 17'-6" W/ 200050-54 U-CHANNEL AT MIDSPAN oil, Architecture IS Interiors �2" 3625125-18 METAL STUD CEILING JOIST I Planning • Engineering 4 O ® 16" oc MAX SPAN 7'-9" OO "ATTACHED 01 362S137-33 METAL STUD CEILING JOIST WALL" � ` .o ® 16" oc MAX SPAN 10'-8" q SECURE ALL HANGERS TO BLDG I j Portland,OR STRUCTURE. TRAPEZE DUCT CELM®OF AT WALL NTS 503.224.9560 WORK AND OTHER LARGE A NOTE: FOR UNATTACHED WALLS PROVIDE A x Vancouver, WA OBSTRUCTIONS 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP ��)E� 360.695.7879 $� CROSS RUNNERS FIT BETWEEN MAIN RUNNERS -- DO NOT SCREW BERC 2 CLIP TO TRACKrlIA1ER Seattle,WA A MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 WIRE AT 4'-0" OC RRItJ� �E�Ax 206.749.9993 6'-0" MAX OR WITH 110 WIRE AT 5'-0" OC EA WAY 24' Clo www.mcknze.com LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC EA TABLE MAX. LENGTH $PA M AC K E N Z I E. WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND 2" FROM 112" DIA CONDUIT EMT 5'-10" w CROSS MEMBER IN AREAS GREATER THAN 1,000 SF 3/4" DIA CONDUIT EMT 7'-8" NOTE: p OESION DRIVEN I CLIENT FOCUSED z 1" DIA CONDUIT EMT 9'-9" SEE MFR SPECIFICATIONS AND DETAILS FOR ADDITIONAL INFORMATION. IN a Client NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN APPROVED TYPE AND o7 SGL 162S125-33 MTL STUD 1-5 8"X20GA 12'-0" THE EVENT OF A CONFLICT WITH MFR REQUIREMENTS, MFR REQUIREMENTS HAVE A 180# CAPACITY. ALL LATERAL BRACING WIRES TO HAVE A 200# CAPACITY. cn CK 6 - T STUDS 1-5 "X OGA 1 TAKE PRECEDENCE. THIS DETAIL IS APPLICABLE TO GYP CEILINGS LESS I SUSPENDED CEILING BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND _ - _ THAN 2,500 S.F. Z ASTME580 BACK TO BACK 250S125-33 MTL STUDS 2-1 2"X20G SUSPENDED CEILING BRACING 2 3 CEILING JOIST FRAMING 4 SUSPENDED CEILING 3/4"=, _0. S " o R E 5 T E ' " tJ Z NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER 5.2 1'-O"=1'-0" J 6 2 METAL STUDS WITH MIDSPAN SUPPORT AND BLOCKING NTS J 5.2 THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. U U AT WALLS INDICATED ONE HOUR RATED ON PLANS AT WALLS INDICATED ONE HOUR RATED ON PLANS FIRE SAFING AT RATED 33 MIL 3-1/2" METAL PROVIDE UL DESIGN #U465: PROVIDE UL DESIGN #U465 WALLS BETWEEN FLUTES, STUD BRACING TO FLOOR ° ° 4 - - EXISTING METAL DECK NO FIRE SAFING STRUCTURE AT 8'-0" OC ° ° Project REQUIRED AT DEMISING, WITH (2) #8 SHEET END. BRACING TOBE FITNESS CENTER v ° °p NON-RATED WALLS STEACH CONTINUOUS ACOUSTIC SUITE 125 ° METAL DECK / PROVIDED WHERE SEALANT, EACH SIDE DISTANCE BETWEEN z CONTINUOUS 18 GAUGE PERPENDICULAR 2" DEEP TOP TRACK TO SEE DETAIL 6/A5.20 METAL PLATE FASTENED INTERSECTING WALLS OR EXISTING STRUCTURE 3 LINCOLN X TO DECK ® 2'-0" O.C., HORIZONTAL BRACING 5/8" TYPE 'X��+ Z 1 STAGGERED BETWEEN WALLS EXCEEDS 10220 SW GYP. BD. EA. SIDE MIN FIREDAM SPRAY OR FIRE 4 8'-0" OC 1/2" DEFLECTION SPACE GREENBURG RD z ATTACH WITH 1" TIGARD, OREGON 1 B.O. CEILING SAFING SEALANT EACH — — 3" SOUND ATTENUATION LONG TYPE 'S' SIDE OF TRACK SUSPENDED 9'-0" AFF SCREWS SPACED BATT. 4'-0" CENTERED ON GYPSUM 8" O.C. ALONG DEFLECTION HEAD WITH SUSPENDED WALL WHERE NOTED. 4'-0" WIDE 3" SOUND 1/2" DEFLECTION SPACE CEILING ATTENUATION BATT. D AIo BOARD EDGES AND 12" DO NOT FASTEN STUDS CUT TILE FOR TIGHT FIT WHERE NOTED �1�` C`r4NDRE OR GYPSUM BOARD TO CEILING O.C. IN THE FIELD ( AT WALLS LIGHT OF THE BOARD. GYPSUM BOARD CASING BEAD USG 200-A �j JOINT TAPE AND RUNNER) EACH SIDE FIXTURE PER COMPOUND (2 SOUND ATTENUATION ATTACH STUD TRACK SUSPENDED CEILING y REFLECTED COATS TO JOINTS INSULATION PER PLANS THROUGH GRID • • CEILING PLANS AND SCREW SOUND ATTENUATION POR HEADS) BOTTOM TRACK TO FINISH GYPSUM BOARD Q FLOOR WITH POWDER METAL STUDS. INSULATION PER PLAN SOUND ATTENUATION 9 METAL STUDS. DRIVEN ANCHORS AT SEE 10/A5.20 FOR BOTTOM TRACK TO FINISH GYPSUM BOARD INSULATION AS OCCURS OF O� SEE 10/A5.20 4'-0" O.C. SIZE AND SPACING FLOOR WITH POWDER EACH SIDE FOR SIZE AND x DRIVEN ANCHORS AT METAL STUDS, SPACING CONTINUOUS ACOUSTIC a CONTINUOUS ACOUSTIC © MACKENZIE2021 SEE PLANS SEALANT EACH SIDE 4'-0" O.C. SEE FOR SIZER AND SEALANT EACH SIDE ALL RIGHTS RESERVED AGAINST TRACK nl CONTINUOUS ACOUSTIC AGAINST TRACK THESE DRAWINGS ARE THE PROPERTY OF � SPACING MACKENZIE AND ARE NOT TO BE USED 2" MAX ` SEALANT EACH SIDE OR REPRODUCED IN ANY MANNER, FINISH FLOOR k / AGAINST TRACK 1/2" MAX WITHOUT PRIOR WRITTEN PERMISSION o 1 j CONCRETE SLAB p CONCRETE SLAB o CONCRETE SLAB _U) _ REVISION SCHEDULE s WALL — TOILET ROOM FRAMING s WALL — 1 HOUR WALL — TO UNDERSIDE OF GRID r8 WALL — DEMISING o Delta Issued As Issue Date rJ 2 3/8"=1'-0" 3 5 2 TO METAL DECK 3"=1'-O" 3 rJ 2 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" 3 \�12YAT FLOOR AND DECK 3"=1'-0" 3 1 -8 LINCOLN 3 STUD SIZE: 2}6" VERIFY F : - 1"x2" PRESSURE TREATED LIMITING WALL HEIGHT TABLE 25" TOP FURRING STRIP SUPPLIED WTEFIOR NON STRUCTURAL WALLS L/240 ® 5psf LAND OCKER INSTALLER SIDE SPLASH - INSTALLED BY DESK�VATION SPgCM MAX WALL F� R- RETURN AT WALL LOC BACKSPLASH 2505125-18 24" 8'-4" LOCKER AS OCCURS SOLID SURFACE 250S125-18 16" 9'-7" SHEET TITLE: 250SI25-27 24" 9'-10" 2'-1" SOLID SURFACE COUNTER INTERIOR ATTACH LOCKER 250SI25-18 16" 11'-3" SS TOP TOP TO BLOCKING DETAILS 1"x2" PRESSURE TREATED 3625125-18 24" 13'-5" HOLE FOR TOWEL 2x4 FASCIA FURRING STRIP SUPPLIED 362S125-18 16" 14'-4" DISPENSING Lo 6" 6" 6" 2" 2x4 AT EACH FLAT AND INSTALLED BY 362S162-33 _____ BAR SUPPORT i6" 16'-5" ---- LOCKER INSTALLER TOUCHLESS LOCKING CONCRETE CURB LEVELED 362S162-43 16" ig'-O" __-___-_� HARDWARE o 2'-O" F.B. 1/4" x 2" WITH U x 3 1/4"0 x 1-112" FLUSH W/ TO " PER 12" I a ( ) / / 6 600Si62-33 16" 24'-6" REMOVABLE RECEPTACLE, n1 M LAG SCREWS TO 2x4 FACE OF WALL w NIC p AT COUNTER AND (4) DRAWN BY: JKH FLOOR PER PLAN WITH CE rON � WALLS �' N N LOCATE FB SUPPORTS CHECKED BY: LJC, PDK WITH CERAMC TLE FACNG L/360 ® 5psf w i i I 1/2"0 MB THRU STUDS PLASTIC LAMINATE BASE PER PLAN Ip � N i CABINET FACE U U) o DESIGNATION SPACMIG MAX' WALL HEIGI-rT i RUBBER BASE AT 3'-0" OC MAX SHEET: t` 1� 3625125-18 16" 12'-4" i + 362SI25-33 16" 14'-3" A5m20 METAL STUD WALL 2x6 BLOCKING W/}�" WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH j� 2'-0" PER PLANS PLYWOOD 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. m o K`9LOCKER BASE — WALL MOUNTED 1_ WALL HEIGHT TABLE 11 COUNTER SECTION w 2 LAVATORY SECTION w Job No. 2190952.03 / / / �' CONSTRUCTION ITS: 05/24/2020 cJ 2 ¢ 5.2 ENTRY LOCKER 101 3 4"=1'-0" ma rJ 2 _J 3 U '219095203'C:\TEMP\ACPU SH_27300\03_A5.20.DWG JKH 05/25/21 16:55 1:48.00 SCHEDULE OF INTERIOR DOOR SCHEDULE HARDWARE GROUPS FINISHES DOOR DOOR OPENING DOOR FRAME HARDWARE SECTION 06 40 00-WOOD, CASEWORK, METALS AND PLASTICS THK TYPE MAIL FINISH MAT'L FINISH NO. SIZE DETAILS GROUP RATING COMMENTS 1. PLASTICS LAMINATES: i 2. STUDIO BAR H-1: EXISTING HARDWARE ADD CARD PL-1: (LOCK I WILSONART; FAWN CYPRESS; 820SK-16, BAR-1: 12' LONG, 1 e" DIAMETER, FLOOR MOUNTED, MAPLE BALLET BAR, SAND SMOOTH AND SEAL CLEAR. 101A PR&-(rx9'-9' EXISTING DOOR H-1 4,7 READER CASUAL RUSTIC FINISH, AEON SCRATCH RESISTANCE WITH BLACK POWDER PAINTED SUPPORTS, STEEL FRAME AND STANCHION BASE PLATES. REQUEST TO EXIT ON TENANT 1 PL-2: WALL I DGE. ASSUME WILSONART OR SIMILAR 104A 3'-0x8'3" }" GLJR GL GL H-2 3,2 SIDE COMPLY WITH OSSC 104B 3'-0x8'-3" RELOCATED DOOR H3 EXIST 5,2 SECTION 1010.1.9.9/10 FOR 3. TOILET PARTITIONS 1 ACCESS CONTROL EGRESS 2. LOCKERS PRT-1: (ALTERNATE) HADRIAN, 4 BRUSHED STAINLESS STEEL MATCHING EXISTING PARTITION DOOR Architecture Interiors 105A 3'-0x8'-3" EXISTING DOOR 1 DOOR, CONCEALED CLOSER AT LOCK-1: HOLLMAN, 15"WIDE X 18" DEEP X 72"TALL, 6" BASE, DOUBLE DOOR Z-SERIES, KEYLESS 1 LOCK, SIZING AND LAYOUT @ T A Acv SEAL. Planning Engineering 106A 3'-0x8'-3" 1-3/4" FL SC P HMK P HA 62 EXISTING DOORS. WHITE MELAMINE INTERIOR, EXTERIOR FINISH PL-1 4. ROBE HOOKS 107A 31-0x813" 1-3/4" FL SC P HMK P HA 2,6 H-2: PUSH-PULL 3. MELAMINE: WHITE H-1: BOBRICK, SINGLE ROBE HOOK B-76717, SATIN FINISH STEEL. BUILDING STANDARD 108A 3'-0x8'3" EXISTING DOOR 1 PUSH/PULL HANDLE SECTION 06 41 0-CUSTOM CASEWORK 109A 3'-0x8'3" 1-3J4" FL Sc P HMK P - H-4 - 6,2 5. ADA SHOWER STALL BENCH H-3: ASSEMBLY 1. SOLID SURFA SHWB-1: BOBRICK, REVERSIBLE FOLDING ADA SHOWER SEAT, SOLID PEHNOLIC Portland, OR 110A 3'-0x8'3" 13/4" FL SC P HMK P H-4 2,6 EXIT DEVICE SS-1: WILSONART; HAIDA Q4008, 2 CM 503.224.9560 GENERAL NOTES RIM LATCHING AT SINGLE DOORS Vancouver, WA 1 SECTION 12 44 16- BATH FURNISHINGS STOPS FOR EACH LEAF 2. BASE: 1. SHOWER CURTAIN AND ROD 360.695.7879 SURFACE CLOSER FOR EACH B-1: V U R SE T RU BER FLOORING AND 6" COVE RUBBER BASE AT CARPET TILE/CVP, SHWC-1: CONSTRUCTION SPECIALTIES, HOOKLESS SHOWER CURTAIN, NON VINYL, MYSTERY, WHITE. Seattle, WA A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. LEAF FLEXCO; 078 UMBER 206.749.9993 B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR WITH MORTISE LOCKSET AS DETERMINED BY LANDLORD. BUTTS FOR EACH LEAF CONFIRM SIZE WITH LANDLORD-CUSTOM SIZE AVAILABLE. C. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE. SMOKE SEALS WITH ASTRAGAL 1 RE-USE EXISTING ROD. www.mcknze.com B-2: UNITED TILE; MAIN STREET BY CROSSVILLE, AV214 GALLERY GREY, SIZE: 6X18, FINISH: D. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS. LEVER FROM OUTSIDE DOOR UNPOLISHED, INSTALLATION: ALIGN GROUT JOINTS WITH FLOOR JOINTS. E. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. SECTION 12 48 13- ENTRANCE FLOOR MATS MACKENZIE. F. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE POSSIBLE. (CORRIDOR SIDE) IS LOCKED AT 1. WALK-OFF MAT DESIGN DRIVEN I CLIENT FOCUSED ALL TIMES, CONTROLLED BY KEY SECTION 08 80 00 -GLAZING G. DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 36"TO 38"ABOVE THE FLOOR. PANIC HARDWARE SHALL BE ONLYWOM-1: MATCH EXISTING. (FOR REFERENCE ONLY): LEES, TUFF STUFF COLLECTION, STEP IN STYLE GT066, . BETWEEN 36"TO 42". 1. MIRRORS WOODLAND BROWN 524 Client H. MAINTAIN MINIMUM CLEAR WIDTH AT STRICK SIDE 18"AT PULL SIDE, 12"AT PUSH SIDE. H-4: PUSH/PULL ON PIVOTS, SEAL, MI-1: 48"TALL, "THICK, WALL MOUNT MIRROR, SEE A1.10 FOR PANEL SIZES PER LOCATION I. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING: STOP, CLOSER, KICK PLATE BOTH WOM-ALT: MANNINGTON, FRIXTION, CHARGE, COLOR TBD, 18"x 36", BRICK ASHLAR EXTERIOR DOORS 8.5 LBS PLATES INTERIOR DOORS 5 LBS MI-2: 80"TALL, "THICK, WALL MOUNTED MIRROR, SEE A1.10 FOR PANEL SIZE PER LOCATION FIRE DOORS 15 LBS @ STUDIO SECTION 15 40 00- PLUMBING FIXTURES J. EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY, SPECIAL EFFORT OR SPECIAL KNOWLEDGE. NO ABBREVIATIONS 1. WATER FOUNTAIN/BOTTLE FILLER S H o R E S T E I N LATCH OR LOCKING DEVICE EXCEPT PANIC HARDWARE PERMITTED. MI-3: SEURA, LED BACKLIT MIRROR, FORTE DESIGN, 48"W X 42"H BF-1: ASSUME TO MATCH 5 LINCOLN FIRST FLOOR WATER FOUNTAIN/BOTTLE FILLER, OR SIMILAR K. DOOR OPENING HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT AND SHALL NOT REQUIRE TIGHT GRASPING OR @ MEN LOCKER, PROVIDE RAISED POWER AS REQUIRED BY MANUFACTURER TWISTING OF THE WRIST. EX EXISTING L. EXIT DOORS SHALL NOT BE LESS THAN 3'-0" IN WIDTH AND 6'-8" IN HEIGHT. PROJECTIONS, INCLUDING PANIC HARDWARE, SHALL FL FLUSH SECTION 16 50 10- INTERIOR LUMINARIES NOT REDUCE THE OPENING TO LESS THAN 32" CLEAR WIDTH. GL TEMPERED GLASS MI-4: SEURA, LED BACKLIT MIRROR, FORTE DESIGN, 60"W X 42"H 1. RECESSED LINEAR M. ALL GLAZING IN DOORS,ALL GLAZING LESS THAN 18" FROM FINISHED FLOOR,AND GLAZING WITHIN 24" OF DOORS AND LESS GLJR FULL TEMPERED GLAZING WITH BUTT @ WOMEN LOCKER, PROVIDE RAISED POWER AS REQUIRED BY MANUFACTURER LF-1: TO MATCH EXISTING SUITE STANDARD 2X4 RECESSED LIGHT FIXTURE THAN 60" FROM FINISH FLOOR SHALL COMPLY WITH ALL LOCAL BUILDING CODE REQUIREMENTS FOR SAFETY GLAZING. (USE 1/2" GLAZED RELITE Project TEMPERED GLASS MINIMUM, UNO.) HMK HOLLOW METAL KNOCKDOWN MI-5: 20"WIDE x 72"TALL FRAMELESS MIRROR. LF-2: FLUXWERX, NOTCH 2, LINEAR RECESSED LED LIGHT FIXTURE,TRIMLESS, 4"WIDE x 12' LONG, N. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON DOORS, CABINETS, PLUMBING FIXTURES AND UTILITY P PAINT MATCH RETROFIT CAN LIGHTS COLOR AND INTENSITY. FITNESS CENTER FACILITIES SHALL HAVE LEVER OR OTHER SHAPE PERMITTING OPERATION BY WRIST OR ARM PRESSURE AND NOT REQUIRING Sc SOLID CORE WOOD SECTION 08 87 0- GLAZING SURFACE FILMS SUITE 125 TIGHT GRASPING PINCHING OR TWISTING TO OPERATE, THE FORCE REQUIRED TO ACTIVATE SUCH EQUIPMENT, OTHER THAN 1. WINDOW FILM LF-3: FLUXWERX, NOTCH 2, LINEAR RECESSED LED LIGHT FIXTURE, TRIMLESS, 4"WIDE x U LONG, EXTERIOR DOORS, SHALL BE NO GREATER THAN 5 POUNDS-FORCE. WF-1: MATCHING EXISTING MATCH RETROFIT CAN LIGHTS COLOR AND INTENSITY. 3 LINCOLN COMMENTS WF-2: TBD. ASSUME CUSTOM LOGO AT DOORS. LF-4: FLUXWERX, NOTCH 2, LINEAR RECESSED LED LIGHT FIXTURE, TRIMLESS, 4"WIDE x 4' LONG, 10220 SW SECTION 09 30 0 - MATCH RETROFIT CAN LIGHTS COLOR AND INTENSITY. GREENBURG RD 1. EXISTING DOOR AT EXISTING RATED CORRIDOR 2. HARDWARE TO BE NEW BRUSHED STAINLESS STEEL FINISH. 1. PORCELAI TILE TIGARD, OREGON PT-1: (FLOOR TILE) UNITED TILE; MAIN STREET BY CROSSVILLE, AV214 GALLERY GREY, SIZE: 6X18, FINISH: SECTION 22 42 00 -COMMERCIAL PLUMBING FIXTURES 3. 2'-0"WIDE BUTT GLAZED RECITE. 1. SHOWER VALVE AND HEAD 4. PROVIDE ELECTRIFIED HARDWARE AND CARD KEY ACCESS SYSTEM. MODIFY EXISTING DOORFRAME AS REQUIRED. UNPOLISHED, INSTALLATION: 1/3 OFFSET SF-1: DELTA, HEAD MONITOR 14 SERIES SHOWER HEAD AND FAUCET, STAINLESS 4 jJ 5. RELOCATED RATED DOOR, AND FRAME. PROVIDE NEW IF REQUIRED. HARDWARE TO PROVIDE FREE EGRESS ACCESS OUT OF SUITE, BUT TO BE LOCKED ON CORRIDOR SIDE AT ALL TIMES. PT-2: (WALL TILE) UNITED TILE; MAIN STREET BY CROSSVILLE, AV214 GALLERY GREY, SIZE: 6X18, FINISH: r'� Cil 6. PAINT DOORS AND FRAMES ON BOTH SIDES P-1. FINAL COLOR TBD AND ASSUME SOME FORM OF VINYL GRAPHIC ON FITNESS UNPOLISHED, INSTALLATION: 1/3 OFFSET SF-1A: ADA STALL: DELTA 51600, UNIVERSAL SHOWERING ADJUSTABLE SLIDE BAR WITH GRAB BAR J pAU D. SLI f�j SIDE, FINAL DESIGN TBD. ASSEMBLY, STAINLESS 7. EXISTING BRASS HARDWARE TO RECEIVE OXIDIZED ALMET FINISH TO MATCH METAL SURROUND AT ADJACENT GLAZING. DELTA, PREMIUM HAND SHOWER HEAD, 59434-18-PK LAHARA, MONITOR 14 SERIES VALVE, PT-3: (SHOWER MOSAIC), UNITED TILE; MAIN STREET BY CROSSVILLE, AV214 GALLERY GREY, SIZE: 2X2 STAINLESS y MOSAIC, FINISH: UNPOLISHED • POR LA D, 0 ON 2. GROUT 1 G-1 TBD, EPDXY MEANS AND METHODS OF G-2 TBD, EPDXY 09680 CARPETMACKENZIE 2021 3. TILE EDGING (AT ALL EXPOSED EDGES) 1. REMOVE ALL EXISTING CARPET AT AREA OF WORK. PREP FLOOR TO RECEIVE NEW CARPET. © ALL RIGHTS RESERVED SCHULTER SCHIENE PROFILE, COLOR TBD, SIZE AS RECOMMENDED BY MANUFACTURER THESE DRAWINGS ARE THE PROPERTY OF 2. INSTALL ALL CARPETS PER MANUFACTURER'S INSTRUCTIONS. MACKENZIE AND ARE NOT To BE USED OR REPRODUCED IN ANY MANNER, SECTION 09 65 00- RESILIENT FLOORING 3. CARPET MEASUREMENTS TO BE FIELD VERIFIED PRIOR TO ORDER OF CARPET. WITHOUT PRIOR WRITTEN PERMISSION 1. RUBBER FLOORING 4. SEAL ALL CUT EDGES AT SEAMS AT CARPET INSET TO PREVENT RAVELING. NOTIFY A/E OF ANY RF-1: ECOSURFACES; ECOFIT PLUS, 1214 TAKE ONE, INTERLOCKING TILE, i23 15.2mm CONCERNS PRIOR TO ORDER. REVISION SCHEDULE 09900 PAINT RF-2: GERFLOR, RECREATION/REC 45, 6058 AMERICAN OAK 1. THE OUTLINED PAINT SPECIFICATIONS MAY BE MATCHED BY OTHER MANUFACTURERS. ACCEPTABLE Delta Issued As Issue Date MANUFACTURERS: BENJAMIN MOORE, SHERWIN WILLIAMS, MILLER, OR APPROVED SUBSTITUTION. 1 ASI#1 07/14/2021 SECTION 09 72 00-WALL COVERINGS SUBMIT RECOMMENDED SHEEN WITH DRAW DOWNS FOR A/E REVIEW AND APPROVAL. 1. WALL COVERINGS 2. PROVIDE ONE COAT PRIMER AND TWO COATS PAINT ON ALL GYPSUM BOARD SURFACES. WC-1: TBD 3. CONTRACTOR SHALL PROVIDE ONE FULL GALLON OF EACH WALL COLOR PAINT WITH LABELS TO VENDOR: K2CREATIVE, CONTACT: KRISTIE KLAVINGER, 503-317-2642. MACKENZIE TO PROVIDE OWNER UPON COMPLETION OF THE PROJECT. LABEL ALL LEFTOVER PAINT AND STORE AS DIRECTED VENDOR WITH RENDERED GRAPHIC AND FILES, ASSUME FLOOR TO CEILING GRAPHIC BY OWNER. _._ 4. DISPOSE OF ALL PAINT MATERIALS OFF SITE. DO NOT POUR DOWN DRAINS, CATCH BASINS, OR IN SECTION 09 90 0- PAINTING AND COATINGS LANDSCAPE AREAS. Z Z _ _ _ _ 1. INTERIOR P 5. SUBMIT PAINT DRAW DOWNS TO A/E FOR EACH PAINT COLOR FOR REVIEW AND APPROVAL, C)a r P-1: (FIELD PAINT) SHERWIN WILLIAMS, SW 7004 SNOWBOUND o It : 36" MIN C° uW6. APPLY PAINT PER MANUFACTURER'S RECOMMENDATIONS. o `D N o 122 12"1 1 7. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. 42'� MI 'It I-U P-2: WALLS, ACCENT; TBD Q m Do<J ANDTH LATH 8. EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATIN WASHABLE FINISH AT WALLS. SHEET TITLE: OSER SECTION 10 20 00 - INTERIOR SPECIALTIES SEMI-GLOSS FINISH AT ALL TOILET ROOM WALLS AND CEILINGS. FINISH TO HAVE A MASTER PAINTER INTERIOR PULL SIDE PUSH SIDE1. SHOWER INDEX OF 3 WITH A GOOD SCRUB RATING AND SHEEN AT 15%-25%AT 60 DEGREES. DETAILS AND SHW-1: FRAMELESS Z"THICK X 80"TALL GLASS DOORS. LOW IRON GLASS, LAMINATED INNER LAYER DOOR, 09300 TILE BY CULVER OR SIMILAR. 6"ABOVE FLOOR AT NON-ADA STALLS. PROVIDE PIVOT TO SWING BOTH 1. INSTALL TILE ACCORDING TO MANUFACTURER'S RECOMMENDED INSTRUCTIONS. SCHEDULES DIRECTIONS. CONTRACTOR TO PROVIDE HARDWARE OPTIONS FOR STANDARD PUSH/PULL IN 2. INSTALL TILE IN ACCORDANCE WITH CURRENT TCA HANDBOOK GUILDLINES AND DETAILS. HINGE SIDE APPROACH - SWINGING DOORS STAINLESS STEEL FINISH METHOD F122 FOR FLOORS IN ALL LOCATIONS. 3. CONTRACTOR TO CONFIRM GROUT SPECIFICATION IS APPROPRIATE FOR EACH AREA OF F WORK. REFER TO SCHEDULE OF INTERIOR FINISHES. w - � w i- �o � � 4. GROUT JOINT REQUESTED IS 1/16". CONFIRM MANUFACTURER RECOMMENDED GROUT JOINT Z_ SIZE, NOTIFY PROPERTY MANAGER OF ANY DISCREPANCIES PRIOR TO WORK. Li . 1 o o Z DRAWN BY: JKH, SJR U 24 O5 24 Eo 18 I ro �12'� 5. APPLY TILE AND GROUT SEALER AS RECOMMENDED BY MANUFACTURER. `F �a MIN =a MIN IF BOTH LATCH 6. CONTRACTOR TO COORDINATE PRE-INSTALLATION MEETING ON SITE WITH ARCHITECT AND CHECKED BY: LJC, PDK It 00AND CLOSER N U) d ITILE INSTALLER FOR FINAL LAYOUT REVIEW PRIOR TO INSTALLATION. O SHEET: = 7. PROVIDE SCHLUTER TRANSITION STRIP WHERE TILE TRANSITIONS TO CARPET. INSTALL PULL SIDE PUSH SIDE PULL SIDE PUSH SIDE co TRANSITION STRIP ACCORDING TO MANUFACTURER'S RECOMMENDED INSTRUCTIONS. W U 8. CONTRACTOR TO PROVIDE MOCK-UP FOR REVIEW AND APPROVAL OF PORCELAIN TILE AND A6m10 SCHLUTER TRANSITION PRIOR TO INSTALLATION. LATCH SIDE APPROACH -SWINGING DOORS FRONT APPROACH -SWINGING DOORS w J U ACCESSIBLE DOOR CLEARANCES o JOB No. 2190952.03 CONSTRUCTION DOCUMENTS: 05/24/2020 Q 219095203\DRAWINGS\ARCHITECTURAL\03_A6.10.DWG SJR 07/14/21 16:29 1:96.00