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Plans (31) BUP2021 -00037 OFFICE -COPY RECEIVED C1W OF TTCARDE MILDREN JAN 25 2011 ThrovE�a� Aes D REVI D FOR CODE COMPLTANC$ DESIGN TIGARD P ovApproved: j GROUP ER, otv��oN OTC: [ j - ❑ � ❑ Permit#: `1 ')r ARC HITECTURE I INTERIORS Address: SOS �� SGriffith Drive, Suite 300 ST1itc $ : Beaverton, Oregon 970050�❑O000 Tr �ang e Commons, BOne5 Su '�' e 1105 Tgard , Oregon Date: �1�. O I 503.244.0552 SITE PLAN BUILDING SUMMARY DRAWING INDEX-ARCHITECTURAL g$D AR BASED ON 2018 INTERNATIONAL BUILDING CODE AND 2019 OREGON STRUCTURAL AND SPECIALTY CODE AMENDMENTS AO COVER SHEET TUAN 4. t-uu Al FLOOR PLAN AND SCHEDULES CONSTRUCTION TYPE III-B A2 REFLECTED CEILING PLAN AND DETAILS •uA++- -- - --- A3 ELEVATIONS AND DETAILS NORTLAND, OREGor� BUILDING HEIGHT.- 40'-0" A4 DETAILS �� Ho. 4268 -- - - A5 DETAILS a o BUILDING SIZE: 19.000 SF. 9r4� OF 0��� z BUILDING OCCUPANCY: B L_--J s TENANT IMPROVEMENT SQUARE FOOTAGE: 1.958 SF OCCUPANT LOAD FOR TENANT IMPROVEMENT: 32 PERSONS BARRIER REMOVAL IMPROVEMENT ¢ , FIRE PROTECTION: BUILDING EQUIPPED WITH AN AUTOMATIC PLAN(PER 2017 ORS 447.2.41) VALIDITY OF PERMIT P I I FIRE PROTECTION SYSTEM IN ACCORDANCE THE ISSUANCE OF A PERMIT 0 3 4 IA WITH O.S.S.C. 903.3.1.1 BASED ON CONSTRUCTION N CHOOSING WHICH ACCESSIBLE ELEMENTS TO PROVIDE UNDER THIS DOCUMENTS AND OTHER Q I SECTION, PRIORITY SHALL BE GIVEN TO THOSE ELEMENTS THAT WILL DATA SHALL NOT PREVENT I m PROVIDE THE GREATEST ACCESS. ELEMENTS SHALL BE PROVIDED IN THE CODE OFFICIAL FROM GENERAL NOTES REQUIRING THE CORRECTION 2 q I ❑ THE FOLLOWING ORDER: OF ERRORS. OSSC 105.4 1. PARKING: CODE INFORMATION PROJECT SITE COMPLIES - 1. MAINTAIN 100% COVERAGE FROM EXISTING FIRE SPRINKLER AND SMOKE & FIRE ALARM SYSTEM PER FMO. 2. ACCESSIBLE ENTRANCE 2. EXIT SIGN, EMERGENCY ILLUMINATION, SPRINKLERS, SMOKE DETECTION, FIRE DETECTORS, FIRE ALARM COMMUNICATION DEVICES AND ALL OTHER REQUIREMENTS PROJECT SITE COMPLIES Owner TO CONFORM TO ALL PERTINENT BUILDING, FIRE AND LIFE SAFETY CODES. 3. ACCESSIBLE ROUTE TO THE ALTERED AREA J. VIEW WIUILOCATIONS OO75EE EAPPROVED MARSHAL. IS4 A LEASTON UISHERS TO BE LOCATED IN ACCESSIBLE LOCATIONS, IN PLAIN TSITE COMPLIES TH AMAXII UM PATH OF TRAVEL ACCESSIBLE RESTROOM FOR EACH SEX OR A Pacific 0 • LIGHT HAZARD OCCUPANCY - 1 PER 3,000 S.F. SINGLE UNISEX RESTROOM " • ORDINARY HAZARD OCCUPANCY - 1 PER 1,500 S.F. ADDING (1) UNISEX RESTROOM TO SUITE. BUILDING COMMOfd NW SW CLINTON ST. o • EXTRA HAZARD OCCUPANCY - 1 PER 7,000 S.F. AREA RESTROOMS ARE COMPLIANT. 4. PROVIDE A SIGN READING "THIS DOOR SHALL REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" AS DESIGNATED OR REQUIRED BY CODE OR BUILDING OFFICIALS. 5. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OF BEARING WALLS ARE REQUIRED TO HAVE A FIRE-RESISTIVE RATING. WALLS Properties ILLREQUIRING PROTECTED OPENINGS SHOULD BE PROTECTED WITH THROUGH PENETRATION FIRE STOPS PER BUILDING AND FIRE CODE.CONTRACTOR INFORMATION j t BUILDING ONE 1. CONTRACTOR SHALL MAKE EVERY EFFORT TO HAVE A FULL UNDERSTANDING OF SPECIFIC POLICIES OF PROPERTY MANAGEMENT FOR COMPLETING WORK AT THE DEFERRED SUBMITTALS 6600 SW 105th Ave. Ste. 175 - - - PROPERTY. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, LAWS, RULES AND REGULATIONS HAVING JURISDICTION. CONTRACTOR Beaverton. OR 970008 r t h RESPONSIBLE FOR INSPECTIONS OF WORK. CONTRACTOR SHALL OBTAIN A PERMANENT CERTIFICATE OF OCCUPANCY PRIOR TO TENANT MOVE IN. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT - N Q, - I BEFORE CONSTRUCTION. DO NOT SCALE DRAWINGS, REQUEST DIMENSIONS FROM ARCHITECT. SPRINKLER 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND ORDINANCES. MECHANICAL Project - - - 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING ADEQUATE PRECAUTIONS TO PROTECT BUILDING OCCUPANTS, MATERIALS, AND EXISTING FINISHES ELECTRICAL �" -� �•• THROUGHOUT ALL PHASES OF CONSTRUCTION. NOISE, SECURITY AND DUST BARRIERS BETWEEN CONSTRUCTION AREAS AND OCCUPIED OR PUBLIC AREAS SHALL PLUMBING BE MAINTAINED BY CONTRACTOR. TEMPORARY STRUCTURES WHICH REQUIRE TEMPORARY ENCLOSURES (E.G. DUST BARRIERS) TO BE CONSTRUCTED USING LOW VOLTAGE Throve NONCOMBUSTIBLE, FLAME-RESISTANT, ETC. MATERIALS. THE USE OF POLYPROPYLENE PLASTIC OR SIMILAR COMBUSTIBLE MATERIALS (PLYWOOD, ETC.) TO FIRE LIE'E ,SAFEY ENCLOSE DEMOLITION WORK IS NOT PERMITTED BY THIS SECTION. _ _ I 5. THE CONTRACTOR SHALL WARRANTEE ALL PARTS, LABOR, EQUIPMENT, AND MATERIALS PROVIDED UNDER THIS CONTRACT FOR A PERIOD OF ONE (1) YEAR UPON Aesthetic y COMPLETION OF CONTRACT. 6. CONTRACTOR INITIATED CHANGES AND SUBSTITUTIONS TO BE SUBMITTED IN WRITING FOR APPROVAL TO ARCHITECT FOR APPROVAL PRIOR TO PROCUREMENT, ° FABRICATION OR CONSTRUCTION. CHANGES ON SHOP DRAWINGS D0 NOT SATISFY THIS REQUIREMENT. Tenant - - ' ' 7. ALL DELEGATED DESIGN ITEMS TO BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO SUBMITTING FOR PERMIT. NOTE: PER OSSC 107.3.4.1. DOCUMENTS FOR DEFERRED SUBMITTAL 8. PROVIDE SHOP DRAWINGS AND SUBMITTALS FOR THE FOLLOWING: ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN Improvement ALL FINISHES PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM 11850 SW 67th Ave., Ste 110 ° CASEWORK AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION Tigard, OR 97223 ° ACCESSORIES INDICATING THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN 9 LIGHTING REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO THE FIRE/LIFE SAFETY DEVICES LOCATIONS DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL G RB 9. ALL MATERIALS AND EQUIPMENT TO BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTION AND TRADE ASSOCIATED ACCEPTED NOT BE INSTALLED UNTIL THE DEFERRED DOCUMENTS HAVE BEEN Sheet Title ��-aG PBE STANDARDS. APPROVED BY THE BUILDING OFFICIAL.SEE ORS 455.467(3) 10. ALL WORK LISTED, SHOWN, OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR UNLESS NOTED Cover Sheet OTHERWISE. THE GENERAL CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK TO ASSURE ALL SCHEDULES ARE MET AND ALL WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S REQUIREMENTS. Site Plan Site Plan 71. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE PREMISES AND WASH THE INSIDE OF ALL WINDOWS SO THE SPACE IS N.T.S. READY FOR OCCUPANCY FOR TENANT. KEYNOTES VICINITY MAP KEY PLAN PROJECT TEAM Keynote - Site Plan Revisions: Area of Work Architect 1. EXISTING EXTERIOR BIKE PARKING RACK— 2'X6' BIKE PARKING rn RACK. 1F • ' y = .. ® o 2. EXISTING TRASH ENCLOSURE s _ _ o MILDREN DESIGN GROUP, P.C. 3. EXISTING ADA PARKING 4875 SW GRIFFITH DRIVE, SUITE 300 i 4. ADA BUILDING ACCESS _ * , - m CA r \ BEAVERTON, OREGON 97005 = y I VOICE: 503-244-0552 n x I CONTACT PERSON: SABINE O'HALLORAN m I EMAIL: SABINE@MDGPC.COM I I r I General Contractor \ NORWEST CONTRACTORS 7235 .SW STEPHEN LANE F ` I PORTLAND, OR 97225 MILDREN DESIGN GROUP, P.C., 2021, ALL / CCB#89425 RIGHTS RESERVED r �1' THESE DRAGS ARE THE PROPERTY OF SW DARTMOUTH ST. WIN MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN i PERMISSION OF MILDREN DESIGN GROUP. P.C. f Date 1.22.2021 Drawn by Checked by CITYPHB SOH OF TIGgRD VicinityPlan Ke Plan - Building One APProved b PlanningJob Number 120112 y g Date: t U Sheet N.T Q N.T.S. Building Permit Submittal-January 2021 AO General Notes - Demolition General Notes - Floor Plan MILDREN (E) 0 1. PARTITIONS, DOORS, RELITES & ITEMS SHOWN A. REFER TO DETAIL 7/A5 FOR TYPICAL OUTLET WRAP D ESIGN 11 AS DASHED ARE TO BE REMOVED OR DETAILS AT ALL EXAM ROOMS AND CONSULTATION GROUP E) (E) E) (E) VTYP CONSULT WAITING RELOCATED. REUSABLE MATERIALS TO BE ROOMS. BACK TO BACK JUNCTION BOXES TO BE 1 . 2 64661 B2 112 CIRC RETURNED TO BUILDING STOCK. LOCATED IN SEPARATE STUD SPACES TO MINIMIZE SOUND I I i I 86.58 S.F.+44" B4BB1 113 2. REMOVE EXISTING FLOOR FINISH THROUGHOUT TRANSFER. ARCHITECTURE I INTERIORS 60.23 S.F. AREA OF WORK. PREP TO RECEIVE NEW FLOOR B. ALL POWER TERMINATIONS ARE NEW UNLESS DENOTED AS OFFICE /150 = 1 +4 4BB1 <-- 4875 SW Griffith Drive,Suite 300 FINISHES AS INDICATED ON FINISH PLAN. EXISTING. B:EXITS /7 = 9 97.25 S. Beaverton,Oregon 97005 117 7 :EXITS 1 22 3. CAP OFF ALL UNUSED ELECTRICAL, LOW C. DIMENSIONS ARE TO FACE OF FINISH U.O.N. -J 84BB 1 EXEM 0 1503.244.0552 16 VOLTAGE CABLING, AND PLUMBING FEEDS. D. ALL WORK AND MATERIALS TO CONFORM TO BUILDING J L J 129.54 S.F. m 2 WHERE POSSIBLE ALL ABANDONED UTILITY STANDARDS UNLESS NOTED OTHERWISE. 54" /150 = 1 �1J As FEEDS TO BE REMOVED BACK TO THE POINT E. PROVIDE BUILDING MANAGEMENT WITH AS BUILT - --��g ---s�u 17 B:EXITS 1 8 , OF ORIGIN. REMOVE CONDUIT WHERE POSSIBLE. DOCUMENTATION/ DRAWINGS AT COMPLETION OF - - CIRC o A3 ( 4. DEMOLITION CONTRACTOR IS NOT TO REMOVE CONSTRUCTION. �g�D f�Cy 115 62 ^ I v 2/V ANY STRUCTURAL ELEMENTS WITHOUT PRIOR F. AT OFFICE AREAS:ALL NEW GYPSUM BOARD WALL A3 I � 5'-,0J" DIRECTION AND AUTHORIZATION BY A SURFACES TO RECEIVE A SMOOTH, LEVEL 4 FINISH PER 13 u� 0 STRUCTURAL ENGINEER. CONDUCT DEMOLITION AWCI STANDARDS. APPLY A DRYWALL PRIMER �? I OAI I Q. I H 217.07 S.F. � 7 G I _ EXEMPT TO AVOID DAMAGE TO EXISTING BUILDING 117 115J 19 A3 (SHEETROCK BRAND "FIRST COAT" OR EQUIV.) PRIOR TO ►-3 +44" B2 6 ECEP SHELL/ STRUCTURE. CEASE OPERATION AND FINAL FINISH COAT TO MINIMIZE SURFACE TEXTURE ALIUN 114 NOTIFY OWNER IMMEDIATELY IF SHELL/ VARIATIONS. P OWI-Arlo, ORI ('0111 (E) E) (E) E) ALIGN I B1 D 62 64661 STRUCTURE APPEARS TO BE COMPROMISED. G. DOORS AND CASED OPENINGS STANDARD OFFSET FROM ?, lo. 4268 � A +60"EXAM B2 103.54 .F/ 5. CONTRACTOR SHALL VERIFY ALL FIELD ADJACENT WALL IS 4" U.O.N. q� �C} 4 ) // 4 ; +60" 126 + 4"„/150 = Y DIMENSIONS AND CONDITIONS AND REPORT H. CONTRACTOR TO VERIFY AND COORDINATE CLEARANCE OL O� �J E U[P STOR. I + 4"NURSE I C4BB1 TYP. + 4g; ITS�1 ANY CONFLICTS OR QUESTIONS FOR REQUIREMENTS FOR APPLIANCES, PLUMBING FIXTURES, P < 120 I 118 I i ro 16 104.83 S.F. 5 1'-, RESOLUTION BEFORE PROCEEDING WITH THE AND ANY OTHER ITEMS WITH SPECIAL CLEARANCE E) \ E) " D4BBI I I / _ WORK. CONTRACTOR NOT TO SCALE ANY REQUIREMENTS PRIOR TO FRAMING WALLS. __ ___ _ __ _ %� 1D39.62 S.F. �4 103.29 S.F. 0 B:: TS 1 A3 / DRAWINGS, CONTACT ARCHITECT FOR I. CONTRACTOR TO PROVIDE BACKING AT GRAB BARS, - , r /150 = 1 A I /,50 = 1 I 3B O 9 ADDITIONAL DIMENSIONS. DOOR WALL STOPS, CASEWORK, AND ANY WALL MOUNTED B:EXITS 1 I G I B:EXITS 1 3A ; A3 12 6. AT LOCATIONS WHERE NEW WALL TENANT PROVIDED ITEMS. \� 4 + 4" A3 I 2_6 CONSTRUCTION INTERSECTS OR JOINS WITH J. VOICE/DATA TERMINATIONS SHOWN FOR INTENT ONLY. 14 j j po 2 I o I44„- EXISTING OR ADJACENT CONSTRUCTION THE ALL VOICE/DATA CABLING AND ASSOCIATED EQUIPMENT CONTRACTOR'S DISCRETION IS REFERRED TO A3 I I INCLUDING WORK FROM BUILDING/FLOOR D-MARK TO B1FOR INTERPRETATION OF THE LIMITS UNDER SERVER ROOM SHALL BE DESIGNED AND FURNISHED BY EXAM D WHICH WALLS TO REMAIN ARE TO BE 14 4 v 20 +60" 125 82 '' TENANT'S VENDOR.' DEMOLISHED ENTIRELY, TO BE REUSED OR TO s.1,. I 2'_7 '2' +60" C4BB1 K. CONTRACTOR TO FIELD VERIFY ALL EXISTING A3 10'-03" IRC. O PROVIDE SELECTIVE DEMOLITION. PATCH/ CONDITIONS PRIOR TO COMMENCEMENT OF WORK. ALIGN 1=19 16 125.87 S.F. TYP. 4 REPAIR EXISTING SHEET ROCK AT AREAS OF 1 �1 21 4BB9 ,I /150 = t DEMOLITION. ALTERNATE: 1 o56.71 S.F.rn B:EXITS 1 A3 7. THE PREMISES AND THE JOB SITE SHALL BE 1. PROVIDE SEPARATE COST TO PROVIDE FLUSH (E) (E) 121 w EXEMPT 12 MAINTAINED IN A REASONABLY NEAT AND J LV-_-- D46B1 \ FLOOR MONUMENT FOR POWER FOR EXAM BED - ----------- 1 ORDERLY CONDITION AND LEFT FREE FROM -- - A IN EACH EXAM RM. ---- �1) 46.23 S.F. 21 125 -- CzF1_ ACCUMULATIONS OF WASTE MATERIALS, DUST Y 300_ 1 +44" AND RUBBISH DURING THE ENTIRE Door / Hardware Notes 7 e 44 CONSTRUCTION PERIOD. REMOVE CRATES, FI - CARTONS, AND OTHER FLAMMABLE WASTE A. MAIN EXIT DOOR TO HAVE SIGNAGE ABOVE THE DOOR - C I 1z� XAM B2 MATERIALS OR TRASH FROM THE WORK AREA �I TOIL �2� STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN �I I 18 6 124 AT THE END OF EACH WORKING DAY. Owner q3 C4B61 12 8. CARE TO BE TAKEN NOT TO DAMAGE CEILING BUILDING IS OCCUPIED" o I S C 00 BI 138.64 S.F 3TILE AND GRID TO REMAIN. B. DOOR/ FRAMES AND HARDWARE TO MATCH EXISTING /150 = 1 +60' 9. CONTRACTOR SHALL BE RESPONSIBLE FOR U.O.N. rF ^ B:EXITS 1 TYP. 16 +60"' ANY DAMAGE TO FINISHES OR COMPONENTS C. EXIT DOORS ARE OPERABLE FROM THE INSIDE WITHOUT Pacific 44' 723 A NOT SCHEDULED FOR DEMOLITION. DAMAGED THE USE OF A KEY, SPECIAL KNOWLEDGE OR FORCE. ITEMS SHALL BE REPLACED OR REPAIRED TO NW D. ALL HARDWARE TO BE ADA COMPLIANT. -- ---- --- ] �- --------- l 127 p _ _ 1,-0„ MEET OR EXCEED FORMER CONDITIONS. THE E. ALL LOCKSETS TO CONFORM WITH THE BUILDING'S Ii B4BB9 A C CLR RENOVATION, DEMOLITION, AND/OR NEW III (E 10.35 (E CONSTRUCTION WILL UTILIZE AS MUCH OF THE GRAND MASTER KEYING SYSTEM. PROVIDE (2) KEYS FOR ALIGN EXISTING COMPONENTS AS NOTED PER PLANS, EACH LOCK AND (2) MASTER KEYS FOR THE EMP Properties II 127 U.N.O. SUITE/TENANT SPACE. ALL KEYS TO BE TAGGED WITH 10.CONTRACTOR SHALL EXERCISE CARE IN ROOM NUMBER.COORDINATE W OWNER AND TENANT I I o BREAK RM. REMOVAL OF ANY COMPONENTS (I.E. DOORS, / 123 F. CLOSERS - MAXIMUM EFFORT TO OPERATE DOORS E D FRAMES, FIXTURES, CEILING TILE) THAT MAY 6600 SW 105th Ave, Ste. 175 1p D4BB1 14 j p BE REUSED ON THIS OR FUTURE PROJECTS. SHALL NOT EXCEED 8-1/2 POUNDS FOR EXTERIOR 193.98 S.F. CONTRACTOR SHALL COORDINATE DOORS AND 5 POUNDS FOR INTERIOR DOORS. Beaverton, OR 970008 1 /15 = 13 15 1 APPROPRIATE STORAGE LOCATIONS FOR SUCH G. DOOR CLEARANCES AT BOTTOM TO BE A MAXIMUM J" E) I E) Q60 EXITS 1 I COMPONENTS DIRECTLY WITH THE PROPERTY H. SALVAGE ALL DOORS TO BE REMOVED FOR POSSIBLE 2 EMANAGER. Project: „(E) �(E) P " 12� REUSE. DISMANTLE AND REMOVE ALL ITEMS NOT I INCLUDED OR REUSED AS A PART OF NEW --- CONSTRUCTION. COORDINATE SALVAGE OF MATERIALS/ ITEMS WITH TENANT/BUILDING MANAGEMENT. Thrive I. NEW DOORS/FRAMES AND HARDWARE TO MATCH Demolition Plan Floor/Fire Life Safety Plan BUILDING STANDARD STYLE AND FINISH. Aesthetic 3/16"=I'-o" Tenant Improvement BUILDING STANDARD STYLE AND FINISH. 118 SW 67th Ave., Ste 110 Tigard, OR 97223 Keynotes - Demo Legend Room Symbol Legend Finish Schedule Sheet Idle: 1. PATCH/REPAIR WALL AT CASEWORK DEMO. ROOM NAME ROOM NAME 2. REMOVE AND SALVAGE WALL MOUNTED FIRE EXTINGUISHER. PATCH -© WALL TYPE TAG f Floor Finish A4BB9 Demolition WALL AS REQUIRED. / OFFICE ROOM NUMBER B. CARPET ® NEW PARTITION TYPE A B1/B2, SEE WALL TAG 101 ROOM AREA/LOAD ��ROOM FINISH and Floor 3. EXISTING ELECTRICAL WALL PANEL TO REMAIN. PAINT TO MATCH ® NEW RESTROOM WALL TYPE C, SEE WALL TAG FACTOR �`B4BB9 C. SHEET VINYL ADJACENT WALL. XXX/100: 2 �NUMBER OF D. LVT 4. DATA OUTLET TO BE REMOVED - REMOVE MUDRING, PATCH o EXISTING WALL TO REMAIN 8:2 EIT S OCCUPANTS Plan SHEETROCK. EXISTING WALL/ITEM TO BE REMOVED NUMBER OF Base OCCUPANCY GROUP PER EXITS PROVIDED 4. 4" RUBBER BASE - FLAT AT CARPET FOURPLEX 120 VOLT OUTLET IBC TABLE 1004.1.2/NUMBER COVED AT HARD SURFACES _ Keynotes Floor DUPLEX 120 VOLT OUTLET Door Types COVED AT HARD SURFACES 6. 6" RUBBER BASE - FLAT AT CARPET 11. PROVIDE NEW AND/OR CUT EXISTING MINI-BLINDS AT NEW WALL LOCATIONS. DATA OUTLET TENANTWITH PULL STRING TO ABOVE CEILING Wall Finish 12. NEW S.S. ADA COMPLIANT SINK 21" WIDE x 15 W DEEP WITH TEMPEREDTEMPERED B. GYPSUM BOARD AND PAINT Revisions; TOUCHLESS COMPLIANT GOOSENECK TYPE COMPLIANT FAUCET. ® DEDICATED 220/20 AMP OUTLET / / GLAZING n // GLAZING 6 13. NEW S.S. 15" WIDE BY 15" DEEP BAR TYPE SINK WITH TOUCHLESS C. 4' HIGH PLASTIC LAM.WAINSCOT ON WET WALL FAUCET. (D) DEDICATED CIRCUIT DEDICATED 20AMP OUTLET THREE E . 14. PROVIDE SEPARATE PRICING TO INSTALL NEW PLASTIC LAMINATE / / / TEMPERED BI-PASS Ceiling Finish COUNTER. RE-INSTALL EXISTING SINK AND FAUCET. GFI GROUND FAULT INTERRUPT OUTLET GLAZING / WITH _ _ _ B. SUSPENDED ACOUSTICAL - TEE BAR 15. PROVIDE SEPARATE PRICING TO INSTALL ALL NEW CASEWORK IN o ' o FROSTED C. GYPSUM BOARD AND PAINT (E) EXISTING PRIVACY BREAK ROOM - SAME CONFIGURATION AS EXISTING. PROVIDE NEW S.S. ADA COMPLIANT SINK 21" WIDE x 15 FILM YC' DEEP WITH TOUCHLESS COMPLIANT GOOSENECK TYPE COMPLIANT FAUCET. B FIRE EXTINGUISHER CABINET/FIRE EXTINGUISHER. FINAL / CeilingHeight FEC LOCATIONS TO BE APPROVED BY FIRE MARSHALL 9 16. PROVIDE RECESSED 2 GANG FOR POWER AND DATA FOR TENANT PRIOR TO INSTALLATION PER O.F.C., TABLE 906.3(1). N 9. 9'-0" PROVIDED WALL MOUNTED TV. FE FOR LIGHT HAZARD OCCUPANCY, LOCATE IN PLAIN 17. TENANT PROVIDED UNDER COUNTER REFRIGERATOR. G.C. TO VIEW EVERY 3,000 SQ. FT. OF FLOOR AREA WITH A A B C D 1. 10'-0" COORDINATE/CONFIRM CLEAR DIMENSION REQUIREMENTS. MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER OF 75 18. ADA RESTROOM - PROVIDE FLOOR MOUNTED ACCESSIBLE TOILET. FEET. Hardware Groups REFER TO ELEVATIONS FOR ACCESSORIES AND GRAB BARS. PROVIDE / WHEELCHAIR SPACE/ 30"X48" CLEAR FLOOR SPACE Door Schedule GROUP 1 - PASSAGE GROUP 3 - RESTROOM PRIVACY MILDREN DESIGN GROUP, P.C., 2021, ALL ACCESSIBLE SINK AND TOUCHLESS FAUCET. REFER TO 6 A3. RIGHTS RESERVED© 19. PROVIDE ADJUSTABLE GLASS DISPLAY SHELVES WITH POLISHED EDGES. NOMINAL SIZE DOOR FRAME -IJ PAIR BUTTS - 4j" -1J PAIR BUTTS - 4�" THESE DRAWINGS ARE THE PROPERTY OF 6" DEEP. CONFIRM FINISHED DEPTH. MARK Type GLAZING HRDW. REMARKS MILDREN DESIGN GROUP, P.C., AND ARE NOT WIDTH HEIGHT THICK MAT'L FINISH MAT'L FINISH -1 LEVER LATCHSET - PASSAGE FUNCTION -1 CLOSER TO BE USED OR REPRODUCED IN ANY 20. TRANSITION FROM CARPET TO LVT - PROVIDE VINYL REDUCER STRIP. __ __ MANNER. EXCEPTWITH THE PRIOR WRITTEN 5'-0" DIAMETER WHEELCHAIR TURN-AROUND AREA 115 3 -0 8 -0 1 3 4 C WD CLR KD FF 1 -SILENCER -1 MORTISE LOCKSET W/ PRIVACY INDICATOR PERMISSION OFF MILDREN DESIGN GROUP, P.C. 21. NEW SEMI-RECESSED FIRE EXTINGUISHER CABINET. CONFIRM LOCATION 116 3'-0" 8'-0- 1 3 4 C WD CLR KD FF -- 1 -- -1 FLOOR STOP -1 SILENCER 117 3 -0 8 -0 1 3 4 C WD CLR KD FF -- 2 -1 KICK PLATE Date 1.22.2021 WITH FIRE MARSHALL PRIOR TO INSTALLATION. -- 121 9 -4 8 -O 1 3 4 D WD CLR KD FF -- 4 -- GROUP 2 - LOCKING "ENTRANCE" 22. RECEPTION DESK - ACCESSIBLE APPROACH. SEE DETAIL 71A3. 122 3 -0 8 -0 1 3 4 B WD CLR KD FF -- 3 -- 123A 3 1-0 118 -0 1 344" B WD CLR KD FF -- 1 -- GROUP 4 - BYPASS SLIDING DOOR Drawn by: Checked by: -1� PAIR BUTTS - 4�" 123B 3 -0 8 -O 1 3 4 B WD CLR KD FF -- 2 -- -ADA COMPLIANT FLUSH PULL-HAGER 27N 124 3 -0 8 -0 1 3 4 A WD CLR KD FF -- t -- -1 LEVER LOCKSET- ENTRANCE FUNCTION -1 BYPASS SLIDING HARDWARE BY MANUFACTURER 125 3 -0 8 -O 1 3 4 A WD CLR KD FF -- t -- -GASKETING PHB SOH 126 3 -0 8 -O 1 3 4 A WD CLR KD FF -- 1 -- -1 FLOOR STOP Job Number: 120112 127 3 -0 8 -0 1 3 4 B WD CLR KD FF -- t -- -1 CLOSER Sheet WD: WOOD FF: FACTORY FINISH P: PAINT KD: KNOCK DOWN 11 1. ni r n n nr n re, 11 Building Permit Submittal-January 2021 Al MILDREN DESIGN GROUP ARCHITECTURE I INTERIORS 4875 SW Griffith Drive,Suite 300 Beaverton,Oregon 97005 — — � � .. 01503.244.0552 10'-0 y 60 46 ,5 • • • • +' �� 0 - 06 -06 06 IUAH 0. [HO C� Ll 110121 LAIJU. ORI G011 • • (N) •6 06 06 t�� Ilo. 4261 �� ® 10 -0 EM �� OF 010 4 -?s _ 6 0 4 - 3 -0" 10 -0 p4, • • • I OC n = li 10 -0 I jj II I -Ell FT-1 II II I J • j1 II II II II 'I • I I —� 10 -0 �i II L � - - -- - -- -- -- - I Owner: 10 -0 — I II Pacific IFTill li NW I I I I I I I I I I I Properties II • - -- -- - - -- ------ ---- 6600 SW 105th Ave, Ste. 175 II 1 -0 Beaverton, OR 970008 II _ Project: • III I I Z4Thrive Aesthetic - - Tenant Improvement Reflected CeilingPlan - Demolition Reflected Ceiling Plan 118 SW 67th Ave., Ste 110 g Tigard, OR 97223 Sheet Title: Reflected Keynotes General Notes - Reflected Ceiling Plan Legend Ceiling Demo 1. PROVIDE SEPARATE SWITCH FOR UNDERCABINET LIGHT AT EXAM A. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS and Plan ROOMS. NOTED OTHERWISE. ® EXISTING 2' x 4' LAY IN FIXTURE TO REMAIN EM EMERGENCY LIGHT 2. CEILING TO BE REMOVED AT AREA OF NEW RESTROOM B. THE REFLECTED CEILING PLAN REPRESENTS FIXTURE LOCATION, TYPE, AND 3. CEILING TO BE REMOVED AT AREA OF NEW SOFFIT SWITCHING FUNCTIONS ONLY. ALL REQUIRED ENGINEERING SHALL BE PROVIDED (N) NEW 4. NEW GYP SOFFIT BY A STATE LICENSED ENGINEER, AND SHALL BE PROVIDED ON A [Lo3s3 EXISTING 2' x 4'/2' x 2' LAY IN FIXTURE TO BE N DESIGN-BUILD BASIS. THE ARCHITECTURAL DOCUMENTS ARE FOR ""J1J CONFIGURATION PURPOSES ONLY, AND ARE NOT INTENDED TO BE UTILIZED AS REMOVED/RELOCATED (E) EXISTING AN ENGINEERING DOCUMENT. ALL REQUIRED DESIGN-BUILD ENGINEERING SHALL VANITY LIGHT -EUREKA STROKE 3542 - 24" WALL BE THE RESPONSIBILITY OF THE CONTRACTOR. R RELOCATED EXISTING C. EGRESS LIGHTING LOCATIONS ON ARCHITECTURAL REFLECTED CEILING PLAN FOR MOUNTED LINEAR FIXTURE- INSTALLED VERTICALLY REFERENCE. CONTRACTOR IS RESPONSIBLE FOR PROVIDING EGRESS Revisions: ILLUMINATION TO MEET CODE. VERIFY WITH BUILDING MANAGEMENT'S EXISTING Q 06 6" LED DOWNLIGHT/EMERGENCY DOWNLIGHT SYSTEM AND PROVIDE FULL COMPLIANCE. EXISTING 2'x4' CEILING GRID TO REMAIN. D. LIGHT FIXTURES TO BE CENTERED WITHIN CEILING TILE U.O.N. 04 4" LED DOWNLIGHT REPLACE DAMAGED/STAINED TILES. E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF DUCTWORK, PLUMBING LINES AND SPRINKLER LINES TO INSURE INSTALLATION OF LIGHT FIXTURES SHOWN. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY o2 2" LED DOWNLIGHT OBSTRUCTIONS PROHIBITING LIGHT FIXTURES FROM BEING INSTALLED AS I I ( I DEMOLISH 2'x4' CEILING GRID SHOWN. I I I F. CONTRACTOR TO COORDINATE ACCESS PANEL SIZES AND LOCATIONS WITH — — — — — UNDERCABINET LED LIGHT-SLIM PROFILE Zi =1=7i ARCHITECT. G. PROVIDE OCCUPANCY SENSOR SWITCHES FOR ALL ENCLOSED ROOMS. EXISTING SPRINKLER HEADS - SHOWN FOR REFERENCE H. LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS OVER 144 SQUARE FEET. ONLY. NEW GYPSUM CEILING/SOFFIT I. CEILINGS WITH INTERSTITIAL SPACES OF LESS THAN 12 INCHES TO FRAMING ARE NOT REQUIRED TO HAVE LATERAL FORCE BRACING. J. RELOCATE EXISTING HVAC OR SPRINKLER HEADS IMPEDING ON NEW WALL ® EXISTING MECHANICAL GRILLES - SHOWN FOR CONSTRUCTION. FOLLOW NECESSARY CODES AND REGULATIONS. REFERENCE ONLY. K. ELECTRICAL SUB-CONTRACTOR IS RESPONSIBLE FOR CONFIRMING COUNTS OF EXISTING FIXTURES TO BE RELOCATED. ® B MILDREN DESIGN GROUP, P.C., 2021, ALL L. CLEAN, REPAIR OR REPLACE ALL HVAC SUPPLY AND RETURN GRILLES AS EXIT SIGNAGE RIGHTS RESERVED REQUIRED. THESE DRAWINGS ARE THE PROPERTY OF M. CLEAN ALL EXISTING LIGHT FIXTURE LENSES, RELAMP AS REQUIRED. NEW EXHAUST FAN, CEILING MOUNTED TO BEE US DSIGN OR REPRODUCED N ANYE NOT N. RESWITCH LIGHT FIXTURES AS REQUIRED AND/OR AS SHOWN ON REFLECTED MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. CEILING PLAN. (E) EXISTING Dates 1.22.21 ALTERNATIVE: 1. PROVIDE ALTERNATE PRICING TO REPLACE EXISTING LAY-IN FIXTURES WITH R RELOCATED Drawn by: Checked by: NEW LED LA-IN FIXTURE - LITHONIA ENVEX HRG. PROVIDE DIMMER SWITCHES AT EXAM AND CONSULT ROOM. PHB SOH Job Number: 120112 Sheet Building Permit Submittal-January 2021 A2 MILDREN DESIGN GROUP ARCHITECTURE I INTERIORS 4875 SW Griffith Drive,Suite 300 Beaverton,Oregon 97005 6 60 1503.244.0552 2 I FINISHED 3 EQ. P-LAM FACE 5 EQ. P-LAM FACE �OG,D /� A� END l�'v "�L UNDERCOUNTER UNDERCOUNTER c0 = = LIGHT I PROVIDE SOLID SURFACE- =\I- LIGHT �} I UAfd Q. I. UU cV = _ =11Z _ — - nl — — _ _ _ — — — — = LOCKS FOR - 12" WIDE �y _ 0 o ALL UPPER - o TRANSACTION CC.. - - — - - — - - — — CABINETS 11'-6 " COUNTER FULAM 1'01211lo. ), OI2CGOfl CD O o EQ. EQ. FULL HEIGHT �a O� 2 S P-LAM S 3 1 P-LAM BACKSPLASH ! 0 X168 0 0 1'-4" 1'-4" q �} I A4 A4 COUNTERTOP I q4 A4 A4 COUNTERTOP P-LAM �t cV AND BACKSPLASH cv AND BACKSPLASH COUNETERTOP FINISHED 10 P-LAM FACE END P-LAM FACE — — — — — P-LAM FACE _ P-LAM END O O I I I I - PANEL SUPPLn Bor- ORT REF. PILE BASE SCHDULED N 7� SCHEDULED nl SCHEDULED BASE SCHE -7 CON I 3,_0 � 1'-6' A ¢ EQ! SCHEDULED WOOD VENEER 4 $IM * W/TENANT BASE FINISH REFRIGEA TOR. Elevation - Office 2 Elevation - Nurse's Station 3 Elevation - Nurse's Station Counter A3 11_11-o" A3 8 „=,'-0" A3 N11=11-011 Owner: Pacific 6'-4j" NW 6 6 8'-1 A4 A4 0 7,-2„ 1 TA-1:ADA COMPLIANT TOILET Properties 6 EQ. P-LAM FACE 5 FQ. P-LAM FACE O2 TA-2:ADA COMPLIANT FAUCET. O3 TA-3:ADA COMPLIANT SINK 6600 SW 105th Ave, Ste. 175 TA-4:PAPER O FINISHED END FINISH END P-LAM COUNTERTOP O APER TOWEL DISPENSER Beaverton, OR 970008 9 O9 UNDERCOUNTER WASTE RECEPTACLE iO 3'-4" OTA-S:FRAMED MIRROR-30"X36" UNDERCOUNTER - - - - - _ _ LIGHT 3 -0 6 oN - - - - - - - LIGHT - - - - - - O '-o" 3'-6' Project — — — — — (D / 2,-0„ - - - - - - - P-LAM - - - - - - - P-LAM TA-6:TOILET TISSUE DISPENSER/ o COUNTERTOP o COUNTERTOP 1 - O SEAT COVER DISPENSER AND BACKSPLASH ) 3 5 AND BACKSPLASH O co �j A4 A4 A4 A4 O3 O 10 10 SEE DETAIL 9/A4 Thrive (D _ Oj PLAM COUNTERTOP AND BACKSPLASH. FINISHED END FINISH END 2 10 8 8 O 7A-B:GRAB BARS (HORIZONTAL&VERTICAL) o I I I I I I o I - \ 7 ,2 7 0 6 1:1 E::] 0 Aesthetic z Q a 9 WALL MOUNTED LINEAR LIGHT FIXTURE P-LAM FACE P-LAM FACE ? ,2 0 10 EPDXY PAINT ALL WALLS, TYP. Tenant z z- - o n - i7 i� SCHEDULED c� SCHEDULED to) C14 BASE - BASE cV 2 -5 11 O 11 11 6" SCHEDULED BASE Im rovement 12 INSULATED EXPOSED PIPING 1'-6" I 3'-0" I 9 5'-0" CLR. 11850 SW 67th Ave., Ste 110 CLR. * A4 Tigard, OR 97223 6" Sheet Title: Elevations ('4') Elevation - Equipment / Storage 5 Elevation - Exam Room T s Toilet Room Elevation - Unisex A3 A3 „=r-o" A3 „_1 -0„ d—Toilet Room Elevation 1 — floor mounted WC and wall mount lav—R2 1}" THICK X 12" 11" THICK X 12" DEEP MDF DEEP MDF VERTICAL DIVIDER W/ - VERTICAL DIVIDER W/ O I }" WHITE ADJUSTABLE O }" WHITE ADJUSTABLE Revisions: N SHELVING TRACK ON N SHELVING TRACK ON BOTH SIDE- BOTH SIDE- RECESSED FLUSHTYP. r� rl RECESSED FLUSHTYP. }" THICK MDF PANEL }" THICK MDF PANEL W/ }" WHITE W1 "I / }"I WHITE ADJUSTABLE ADJUSTABLE SHELVING TRACK V) SHELVING TRACK RECESSED FLUSH. SOLID SURFACE W RECESSED FLUSH. > 12" WIDE - J W }" THICK TEMPERATED TRANSACTION W }" THICK TEMPERATED = GLASS SHELVING-10" COUNTER I I = GLASS SHELVING-10" O DEEP POLISHED DEEP POLISHED LO EDGES EDGES P-LAM COUNTERTOP SCRIB/ CAULK TO WALL FINISHED END - ;or- — ' in MILDREN DESIGN GROUP, P.C., 2021, ALL EN — — j RIGHTS RESERVED N — — — — — — — — P-LAM FACE cV N THESE DR ESI GS ARE THE PROPERTY EOF SCHEDULED TO BE USED OR REPRODUCED NNA YRNOT BASE3 I MANNER, EXCEPT WITH THE PRIOR WRITTEN 8 EQUALS ANGLED EQ. 1 "EQ.�-4" 1'-4" 7 -03 f CHEDUL D 8'-2"± 4'-0" PERMISSION OF MILDREN DESIGN GROUP, P.C. ** 666 BASE BACK SIDE VIEW WOOD VENE::I� FRONT SIDE VIEW Date: 1. 22.2021 FACE AND FINISH END Drawn by: Checked by: PHB SOH Job Number: 120112 Elevation - Reception Desk 8 Elevation - Recessed Shelving Sheet A3 11_11-o" A3 X11=11-011 Building Permit Submittal-January 2021 A3 BACKSPLASH BACKSPLASH MILDREN PER ELEVATION PER ELEVATION BACKSPLASH DESIGN PER ELEVATION 2'-1" 2'-1" 2'-," 2'-1" GROUP SHIM CABINET BOX SCHEDULED SCHEDULED SHIM CABINET BOX SCHEDULED ARCHITECTURE I INTERIORS AS REQUIRED COUNTERTOP COUNTERTOP AND AS REQUIRED COUNTERTOP AND SPLASH SPLASH AND SPLASH 4975 SW Griffith Drive,Suite 300 SHIM CABINET BOX SCHEDULED Beaverton,Oregon 97005 �� AS REQUIRED COUNTERTOP 01503.244.0552 PULLS AS AND SPLASH SCHEDULED XV `r SCHEDULED SCHEDULED WEI PULL PULL x _J ��� BOX CD I IUAH Q. LUU p � PULL LJJSCHEDULED - I o o � �3 SCHEDULED nr N FINISH W Lli BOX p W SHIM CABINET NOIZII_Aldn, OlRrcon FINISH o BOX AS REQUIRED o o m o v °. 426 O ° ° Q 1n a N Q 9TH OF ADJUSTABLE FILE ~ SHELF z _J _ w Q SCHEDULED o z MELAMINE INTERIOR U o FINISH I CD U SCHEDULED BASE - SCHEDULED BASE SCHEDULED BASE SCRIBE TO FLOOR `r SCRIBE TO FLOOR SCRIBE TO FLOOR `r 3" 3" BASE - SEE FINISH SCHEDULE SCRIBE TO FLOOR 1 Base Cabinet Section- (1) Drawer 2 Base Cabinet Section - (4) Drawer 3 Base Cabinet Section - (4) Drawer 4 Base Cabinet Section - (3) Drawer A4 ,,�"=�'-o" A4 1X"=1'-o" A4 1,6"=1'-O" A4 BACKSPLASH BACKSPLASH " PLYWOOD WITH PLASTIC Owner PER ELEVATION PER ELEVATION LAMINATE. ATTACH TO STUDS 4" WITH (2) 2}" TYPE S BUGLE " � HEAD � COUNTERSUNK. 2'-1SETIN SEAANTBED SCHEDULED Pacific SHIM CABINET BOX COUNTERTOP CUSTOM FABRICATED CASEWORK INFORMATION: SHIM CABINET BOX SCHEDULED AS REQUIRED AND SPLASH CABINET BODY. DRAWER GLIDES: AS REQUIREDCOUNTERTOP N " MDF UNLESS NOTED AS PLYWOOD ON DETAIL - GALVANIZED STEEL CONSTRUCTION, BALL AND SPLASH —KN \A/ Y Y CONTINUOUS WITH PLASTIC LAMINATE FINISHED PANELS, FACE BEARINGS SEPARATING TRACKS FRENCH CLEAT AND EDGES - ACCURIDE, MODEL 3832 - 1OOLB OR IXED PANEL MOUNTS TO IN- Properties ° WALL BLOCKING. - MDF BACK WITH MELAMINE EQUIVALENT O„ - MELAMINE FIXED BOTTOM SHELF I I '---PULLS AS SCHEDULED NOTE: HIGH DENSITY PARTICLE SHELF RESTS: LU BOARD MAY BE SUBSTITUTED ADJUSTABLE SHELVES: - KNAPE AND VOGT MANF. CO., MODEL NO. z 346 SHELF SUPPORT PINS 6600 SW 105th Ave, Ste. 175 FOR PLYWOOD UPON z - MDF WITH MELAMINE WITH MATCHING EDGE — NOTE: HIGH DENSITY p ° p BANDING AT FRONT EDGE - FINISH: ANOCHROME _�� PARTICLE BOARD MAY BE Beaverton, OR 970008 U ARCHITECT'S REVIEW ADJUSTABLE SHELVESa - PROVIDE (4) MTL SUPPORT CLIPS PER SHELF AND DOOR STOPS: SUBSTITUTED FOR PLYWOOD MOUNTING HOLES AT 32 MM O.C. IN END PANELS I I UPON ARCHITECT'S REVIEW - AT END CABINET UNITS PROVIDE NYLON " PLYWOOD WITH PLASTIC ° ° w_J CORD AT TOP OF INSIDE CABINET DOORS I I Project: LAMINATE AT COUNTER TOP w DRAWER BOX: THAT IS ATTACHED TO BOTTOM OF THE _ \ I I X o / - }" MDF WITH MELAMINE SIDES, BACK AND FRONT — J" PLYWOOD WITH Q z AND EDGE. ATTACH TO w WITH MATCHING EDGE BANDING CABINET TO PREVENT DOOR / DOOR I J PLASTIC LAMINATE AT a SUPPORT W/ #10 x 2" o HANDLE FROM HITTING ADJACENT WALL / COUNTER TOP AND EDGE. I Z ¢ SCREWS AT 6" 0/C - }" MATCHING BOTTOM, TYPICAL / ATTACH TO SUPPORT W Thrive D MISC. BRACKETS: #10 x 2" SCREWS AT 6" COUNTERSUNK MELAMINE INTERIOR DOOR AND DRAWER FACE: WALL MOUNTED MILLWORK: HAFELE IR), O/C, COUNTERSUNK I� ° ° MDF WITH PLASTIC LAMINATE FACE AND BACK (LOAD CAPACITY 1100 LBS. PER PAIR), V) N ° ° PULLS AS SCHEDULED WITH MATCHING EDGE BANDING 287.45.459 SCHEDULED FINISH Aesthetic L� O N - FINISH: GRAY PRIMED STEEL W/EDGE BAND Tenant p INSULATE PIPES HINGE: CL 6" 10" 8" - BLUM FULL OVERLAY, 120 DEGREES BACKSPLASH AND COUNTERTOP PER FINISH MELAMINE INTERIOR p - FINISH: NICKEL PLATED SCHEDULE BASE CABINET AT i� PULLS: +ALL CASEWORK AND MILLWORK SHALL BE Mrovement W 67th Ave., Ste tt0 ACCESSIBLE PORTION 1'-0" - 4" WIRE PULL CONSTRUCTED TO AWI PREMIUM STANDARDS r: ONLY CLEAR UNDERCOUNTER - FINISH: POLISHED CHROME UNLESS NOTED OTHERWISE* Tigard, OR 97223 � LIGHT FLOOR STRUCTURE NOTE: FLOOR FINISH TO SCHEDULED BASE SCRIBE TOE KICK ATTACHED TO CONTINUE TO BACK WALL 3" TO FLOOR Sheet Title: DOOR. CHAMFER AT CENTER------J Details 5 Base Cabinet Base at Sink s Upper Cabinet 7 Casework Specifications Schedule s Base Cabinet Section at Sink-Non ADA A4 1%�"=1'-0" A4 2'-0" MIRROR w F 7 TYP DOOR OFFSET AT PERPENDICULAR WALL " PLYWOOD WITH PLASTIC LAMINATE. ATTACH TO o STUDS WITH (2) 2 J" TYPE 4" MIN r "^* 2'-0^ S BUGLE HEAD SCREWS, 24" MIN a COUNTERSUNK. SET IN 4 ' / SEALANT BED w + / Revisions: LATCH APPROACH —PULL SIDE o + / THERMOSTAT 2 x 4 AT PERIMETER AND o FLAT BAR SUPPORT IDENTIFICATION SYMBOLS FOR SANITARYCL FACILITIES DOOR MOUNTED - SIGNAGE Z / SWITCH GANG + t J" PLYWOOD WITH PLASTIC NOTE: PICTOGRAM AND/OR LETTERING ARE 1g LAMINATE AT COUNTER NOT REQUIRED ON DOOR-MOUNTED SIGNAGE MI �J N TOP AND EDGE. ATTACH X II IF BOTH LATCH o 0 TO SUPPORT W/ #10 X 2" Q 8" MI NO CLOSER MEN WOMEN UNISE DOOR-MOUNTED SIGNAGE N SCREWS AT 6" 0/C , � N Y COUNTERSUNK 5'-0" MAX / WALL MOUNTED SIGNAGE 70 \ F- Ln iv BE LOCATED ON LATCH SIDE AFF = Q N (2) 2J" TYPE S BUGLE OF DOOR CLEAR OF p ; + HEAD SCREWS AT EACH "A DOOR—SWING — — FRONT APPROACH —PULL SIDE \ Z N a 6" 10" g" STUD RESTROOM mr , MEN Q w 4'-0" MI INSULATE PIPES (PLASTIC FF F -1 „ \ �_ MILDREN DESIGN GROUP, P.C., 2021, ALL RIGHTS RESERVED p - LAMINATE OR S.S. WALL - SIGNAGE LETTERS Z x Z Z r o -' o + ° ENCLOSURE AT HEIGHT OF RAISED 1/32" 1 is x \ L ®® ® p 00 I THESE DRAWINGS ARE THE PROPERTY OF z 4 CONTRACTORS OPTION > p0 o a z ow of MILDREN DESIGN GROUP, P.C., AND ARE NOT LETTERING AX. MEN m TO BE USED OR REPRODUCED IN ANY UD o A N M MANNER, EXCEPT WITH THE PRIOR WRITTEN MIN TO 2"MAX. a to iv 1=¢ � PERMISSION OF MILDREN DESIGN GROUP, P.C. FLAT BAR WITH 1/4 "� A:36" MIN d m= 22" MIN I " MI "T 00o B:42" MIN a� IF OTH LATCH i FLOOR STRUCTURE x 2 " LAG SCREWS TO 2 UPPERCASE D CLOSER z Date= 1.22.2021 x 4 AT 32" 0/C (/ \) CHARACTERS Drawn by: Checked by: �L CORRESPONDING NOTE: WHERE END OF COUNTER INTERSECTS STUD WALL, INSTALL BLOCKING AND 42" MIN GRADE 2 & BRAILLE PHB SOH SECURE COUNTER SUPPORT TO BLOCKING AND/OR STUDS WITH (2) 2�" TYPE S BUGLE UNDERCUT DOOR AS REQUIRED HEAD SCREWS AT 12" O/C MAX. PROVIDE 6 CLEAR APPROACH FRONT PARTITION SCREWS MINIMUM HINGE APPROACH —PULL SIDE ACCESSIBLE TOILET STALL TO CLEAR FLOOR FINISH s LavatoryCounter Section to Typical Restroom Si nae 11 ADA Door Clearances 12 Standard Mountin Sheet Hei hts Job Number 120112 A4 1X11=11-0" A4 )A „=1'-0" A4 N.T.S. A4 X„=1'-0„ Pa I=A117.1 C,tx 6. V—°6 a .t eat—Cet.11120112.6wq t,—c Nast eat—Aet.Y.-120112.dwq Building Permit Submittal-January 2021 A4 SWCURE TO HANDLE APPLIED WHERE TOP OF WALL TO LOADS SEE SCHEDULES FOR MILDREN (1) 20 GA. 3�" NOMINAL SWCURE TO HANDLE APPLIED APPROVED ATTACHMENT STRUCTURE ABOVE IS LESS THAN METAL STUD BRACING TO LOADS SEE SCHEDULES FOR DESIGN 5'-9" PROVIDE (1) BRACE AT STRUCTURE WITH (2) #8 APPROVED ATTACHMENT UNDERSIDE OF EXISTING 8'-0" 0/C TO ONE SIDE ONLY, SHEET METAL SCREWS AT STRUCTURE STAGGER SIDES. WHERE EACH END; PROVIDE DOUBLE \� UNDERSIDE OF EXISTING GROUP DISTANCE IS GREATER THAN STUD BRACE WHEN DISTANCE STRUCTURE LATERAL WALL BRACING 4 FEET 16" 0/C STUD CHART: 5'-9", PROVIDE BRACES EACH TO STRUCTURE ABOVE IS \ O.C., ALTERNATE DIRECTIONS PER ARCHITECTURE I INTERIORS • .DIRECTION AT 8'-0" O/C GREATER THAN 5'-9" LATERAL WALL BRACING 4 FEET WALL LATERAL BRACING DETAIL. 800 S 162-43 TO 42'-10" � � 4875 SW Griffith Drive,Suite 300 BRACING TO BE PROVIDED O.C., ALTERNATE DIRECTIONS PER • 600 S 162-33 TO 30'-9" Beaverton,Oregon 97005 WHERE DISTANCE BETWEEN \� WALL LATERAL BRACING DETAIL. � SOUND BATT INSULATION PERPENDICULAR INTERSECTING 01503.244.0552 EXTENDING 4'-0" OF EACH SIDE 24" 0/C STUD CHART: WALLS OR HORIZONTAL SOUND BATT INSULATION OF WALL • 362 S 125-18 TO 9'-3" BRACING BETWEEN WALLS + + EXTENDING 4'-0" OF EACH SIDE F + -MIN 3}" THICK MINERAL WOOL • 362 S 137-33 TO 17'-6" EXCEEDS 8'-0" (DO NOT OF WALL (MIN 3J" THICK) QQC T� EXTEND RACING INTO --WALL TO 600 S 162-33 TO 25'-1" J� • 400 S 162-33 TO 19'-10" 4 EXPOSED BSTRUCTURE AREAS) WALL TO EXTEND 6"MIN ABOVE SUSPENDED CEILDING MIN ABOVE ���j\v ll • 800 S 762-43 TO 34'-11" SUSPENDED CEILING SUSPENDED CEILING I HAI I O. 1_lJu • 4"SOUND BATT INSULATION SUSPENDED CEILING �7 NOTES: EXTENDING 4'-0" ON EACH GYPSUM BOARD, J" THICK t• • SEE A/E FOR ALTERNATE SIZES SIDE OF WALL GYPSUM BOARD, J" THICK APPLIED APPLIED HORIZONTALLY OR 110RHAIII) ORIGOrl VERTICALLY. (USE SHEETROCK VERTICALLY. (USE SHEETROCK • ALLOWABLE HEIGHTS BASED ON 5 PSF LATERAL LOAD, SUSPENDED CEILING BRAND ECOSMART PANELS BRAND MOLD TOUGH ULTRACODE 110 4768 aa DEFLECTION, NON-COMPOSITE, FULLY BRACED CON FIRECODE 30(UL TYPE FC30) PANELS (UL TYPE ULTRACODE) 9f� � > CONDITION. SEE DETAILS FOR FULLY BRACED CASING BEAD USG 200-A OF O • VALUES BASED ON AISI S100-07 WITH SUPPLEMENT METAL STUDS, SEE MTL. STUD METAL STUDS, SEE MTL. STUD S2-10 AS REFERENCED BY 2018 IBC L 11#2" X 11#2" X 16 GA X 3" SCHEDULE FOR GAUGE, SPACING SCHEDULE FOR GAUGE, SPACING • STUDS AS MANUFACTURED BY SCAFCO STEEL STUD W/ (4) #g SCREWS EACH SIDE AND HEIGHT AND HEIGHT COMPANY OR APPROVED EQUAL ATTACH STUD TRACK TO SOUND BATT INSULATION SOUND BATT INSULATION 1 BRACING THROUGH OVERSIZED 1 -MIN 3J" THICK FIBERGLASS -MIN 3J" MINERAL WOOL POWER-ACTUATED FASTENERS: A5 HOLE IN GRID A5 0.145"0 x 3/4" MIN. EMBED AT 12" O/C WALL REFER TO STUD HEIGHT CHART 1 REFER TO STUD HEIGHT CHART • TO 22'-0" FOR STUD "GYPSUM BOARD EACH SIDE NOTES FOR FASTENING A5 NOTES FOR FASTENING • 0.145"0 x 3/4" MIN. EMBED AT 6" 0/C, WALL CHART SECURE TO STUDS WITH TYPE ACOUSTIC SEALANT AT FLOOR ACOUSTIC SEALANT AT FLOOR TALLER THAN 22'-0" 'S' SCREWS AT 5" - 7" O/C SLAB, TYP. SLAB SCHEDULED BASE STC = 44 STC = 50 REFER TO STUD HEIGHT SOUND TEST=RAL-TL11-078 SOUND TEST=USG-910617 CHART FOR FASTENING SYSTEM THICKNESS = 4V SYSTEM THICKNESS = 5J" SEAL HOLES BETWEEN STUD BAYS SEAL HOLES BETWEEN STUD BAYS 1 Stud Height Chart 2 Wall to Suspended Ceiling (Insulated) 3 Partition Through Grid - UL407 4 Partition Through Grid - UL419 A5 A5 3„-1'-O” Wall Type A A5 3,.=,'-D" Type B-1 A5 3"=1'-D" Type Owner:" PLYWOOD A7 WATER MAIN RUNNER TWO(2) MAIN RUNNER TWO FIXTURES Owner: HEATER IF APPLICABLE LIGHT CLIPS AT HANGING WIRES OPPOSITE CORNERS O OPPOSITE C 6" X 22 GA METAL JOIST CORNERS AT 16" O/C SECURED TO Pacific ' STRUCTURE GYP BD FASTEN TO � TUDS AND JOISTS WITH EXISTING ALUMINUM COMPRESSION NW TYPE "S" SCREWS AT 8" WINDOW SYSTEM POST AT 12' 0.C. 0/C AT PANEL EDGES EACH WAY AND 12" 0/C AT NEOPRENE GASKET WITH Properties INTERIOR SUPPORTS ACOUSTICAL SEALANT 4" GAP, CAULK AIRTIGHT EACH SIDE O ALL ROUND PERIMETER WATER RESISTANT, ROOM SIDE GYPSUM CONT. ALUMINUM BRAKE O ELECTRIC BOX PADS 6600 SW 105th Ave, Ste. 175 BOARD AT TOILET SHAPE TO MATCH ® WRAPPED AROUND Beaverton, OR 970008 EXISTING WINDOW SYSTEM JUNCTION BOX 3 ' 25 GA STUD AT 24" FINISH O/C TYPICAL, 20 GA A7 16' 0/C WHEN Project SUPPORTING WATER FINISHED SILL BELOW HEATER 6" STUD® NOTE: ALL SILLS TO BE INSTALLED BEFORE PLUMBING WALL NO BACK 70 BACK Thrive _ INTERIOR WALLS. DO NOT JUNCTION BOXES, PROVIDE CERTAINTED CUT SILLS FOR MULLION SEPARATE BY ONE STUD "SMART VAPOR CLOSURES OR WALL SPACE Aesthetic TOILET ROOM RETARDER" ON WARM INTERSECTIONS. SIDE OF WALL IF WALL IS HANGER WIRE ROSS RUNNER SEPARATING CONDITIONED FRAMING/ SHEETROCK AT 45 DEGREES FOUR WAYS Tenant & NON-CONDITIONED FULL HEIGHT MTL STUD PER WALL DETAIL NOTE: SPACES WALLS & CEILING AT FACE OF EXISTING REQUIREMENTS ARE SILL STUD SEE STUD SAFETY WIRE ATTACHED TO FOR LIGHT Improvement BATT INSUL AT TOILET HEIGHT CHART INSULATION PER WALL CEILING FIXTURE HOUSING FIXTURES WEIGHING � r SW 67th Ave., Ste fl0 s " GYPSUM BOARD a AT HANGING WIRE MIN. FOUR TIMES. ROOM DETAIL 56LB OR LESS. SCHEDULED BASE WRAPPED AROUND FIXTURE LIGHT FIXTURES Tigard, OR 97223 EACH SIDESECURE AT DIAGONAL WEIGHING MORE REFER TO STUD HEIGHT " GAP, CAULK AIRTIGHT CORNERS NOT CONTAINING THAN 56LBS TO CHART FOR FASTENING MAIN RUNNER LIGHT CLIP BE INDEPENDENTLY Sheet Title: SUPPORTED FROM STRUCTURE. Details 5 Wall Section at Toilet Room s Wall at Mullion - Plan ViewOutlet Wraps Recessed Light Fixture Brace A5 3„=1'-O” Wall Type C A5 3„=1,-0” A5 3"=I'-o" A5 N.T.S. SCHEDULED PARTITION SCHEDULED PARTITION 6" X 16" GA UN-PUNCHED Revisions: SHEET MTL TRACK. NOTCH FLANGE AT VERTICAL FRAMING AND ATTACH W/ (3) #10 SCREWS AT EA STUD. ATTACH 16 GA X 4" SHEET MTL. TO (2) STUDS MIN AND EXTEND ANCHOR TO VERTICAL 6" MIN BEYOND POINTS OF FRAMING W/ (2) 10# I CONNECTION SCREWS PER STUD > 16 GA X 4" SHEET MTL. CONTINUOUS CLEAT OR ANCHOR TO VERTICAL FRAMING .` SIM. ALIGN W/ SHEET W/ (2) 10# SCREWS PER STUD MTL BACKING. ADDITIONAL BLOCKING AT UPPER SCHEDULED EQUIP OR CABINETS, SHELVES;ETC ACCESSORY CONTINUOUS CLEAT OR SIM. MILDREN DESIGN GROUP, P.C., 2021, ALL RIGHTS RESERVED ALIGN W/ SHEET MTL BACKING. THESE DRAWINGS ARE THE PROPERTY OF - - MILDREN DESIGN GROUP, P.C., AND ARE NOT L TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. (B)TYPICAL WALL BLOCKING SCHEDULED EQUIP OR (A)TYPICAL WALL BLOCKING FOR OBJECTS W/ MAXIMUM VERTICAL LOAD ACCESSORY Date: 1.22.2021 FOR OBJECTS UNDER 25LBS/ LINEAL FT. OF 100 LBS/LINEALFT OR 250LBS POINT LOAD Drawn by: Checked by: PHB SOH K4TYP Backing 16TYP Backing Job Number 120112 Sheet A5 3„=1'-o” A5 3"=1'-D„ Building Permit Submittal-January 2021 A5