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Plans (27) BUP2020 -00022 ( 2/2 ) MILDREN DESIGN ❑ GROUP O � ARCHITECTURE I INTERIORS O Qc) O n M O • 7650 SW Be0552 Street.Suite 120 O lard,Oregon re 5527223-W92 As n C V QR" M (�0�1 [F'r'�l Or D10100 S.W. 0O8 h Parkway, TJgard9 OR 917223 , Snu '� e 200 4�01UAHQ IIAJ c� ORIIANU, OWGO[1 IIo. 4268 �S� 9TH OF 00- ABBREVIATIONS GENERAL NOTES BUILDING SUMMARY DRAWING INDEX-ARCHITECTURAL AD - COVER SHEET AC AIR CONDITIONING LAV LAVATORY CODE INFORMATION Al - FIRE LIFE SAFETY PLAN ACT ACOUSITICAL CEILING TILE LF LINEAL FOOT 1. MAINTAIN 100% COVERAGE FROM EXISTING FIRE SPRINKLER AND SMOKE & FIRE ALARM A2.0 - DEMOLITION FLOOR PLAN ADJ ADJUSTABLE LKR LOCKER SYSTEM PER FMO. BASED ON 2018 INTERNATIONAL BUILDING CODE AND 2019 OREGON STRUCTURAL AND SPECIALTY CODE A2.1 - FLOOR PLAN 2. EXIT SIGN, EMERGENCY ILLUMINATION, SPRINKLERS, SMOKE DETECTION, FIRE DETECTORS, AMENDMENTS AFF ABOVE FINISH FLOOR LVR LOUVER FIRE ALARM COMMUNICATION DEVICES AND ALL OTHER REQUIREMENTS TO CONFORM TO ALL A4.0 - DEMOLITION REFLECTED CEILING PLAN ALT ALTERNATE LVT LUXURVVINYLTILE PERTINENT BUILDING, FIRE AND LIFE SAFETY CODES. A4.1 - REFLECTED CEILING PLAN 3. FIRE EXTINGUISHERS FINAL LOCATIONS TO BE APPROVED BY THE FIRE MARSHAL. FIRE CONSTRUCTION TYPE: III-B A5 - RESTROOMS AND SHOWERS-ENLARGED PLANS AND ELEVATIONS �ldCl�j6.® ALUM ALUMINUM MA TL MATERIAL EXTINGUISHERS TO BE LOCATED IN ACCESSIBLE LOCATIONS, IN PLAIN VIEW WITH A A6 - ENLARGED PLAN & ELEVATIONS RECEIVED 6. APC ACOUSITICAL PANEL CEILING MAX MAXIMUM MAXIMUM PATH OF TRAVEL OF 75 FEET AND MAXIMUM FLOOR AREA AS FOLLOWS: BUILDING HEIGHT: 2 STORY A7 - DETAILS-WALL AND CEILING • LIGHT HAZARD OCCUPANCY - 1 PER 3,000 S.F. A7.1 - DETAILS-CASEWORK JAN 3 0 2020 APPROX APPROXIMATE MDF MEDIUM DENSITY BOARD • ORDINARY HAZARD OCCUPANCY — 1 PER 1,500 S.F. • EXTRA HAZARD OCCUPANCY — 1 PER 1,000 S.F. BUILDING OCCUPANCY: B CITY OFTICARD ARCH ARCHITURAL MECH MECHANICAL 4. PROVIDE A SIGN READING "THIS DOOR SHALL REMAIN UNLOCKED WHEN BUILDING IS BUILDING BiVISION AV AUDIOVISUAL MEZZ MEZZANINE OCCUPIED" AS DESIGNATED OR REQUIRED BY CODE OR BUILDING OFFICIALS. TENANT IMPROVEMENT SQUARE FOOTAGE: 17,908 SF 5. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OF OCCUPANT LOAD FOR TENANT IMPROVEMENT: 284 PERSONS B BASE MFR MANUFACTURER BEARING WALLS ARE REQUIRED TO HAVE A FIRE-RESISTIVE RATING. WALLS REQUIRING BLK BLOCKING MIN MINIMUM PROTECTED OPENINGS SHOULD BE PROTECTED WITH THROUGH PENETRATION FIRE STOPS PER BUILDING AND FIRE CODE. FIRE PROTECTION: BUILDING EQUIPPED WITH AN AUTOMATIC BARRIER REMOVAL IMPROVEMENT BKR BACKER MIR MIRROR FIRE PROTECTION SYSTEM IN ACCORDANCE BLDG BUILDING MISC MISCELLANEOUS CONTRACTOR INFORMATION WITH O.S.S.C. 903.3.1.1 PLANt� eon oRs 447240 BM BEAM MTD MOUNTED 1. CONTRACTOR SHALL MAKE EVERY EFFORT TO HAVE A FULL UNDERSTANDING OF SPECIFIC POLICIES OF PROPERTY MANAGEMENT FOR COMPLETING WORK AT THE PROPERTY. ALL BOD BASIS OF DESIGN MTL METAL WORK SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, LAWS, RULES AND REGULATIONS HAVING JURISDICTION. CONTRACTOR RESPONSIBLE FOR INSPECTIONS OF BOT BOTTOM MU MULLION WORK. CONTRACTOR SHALL OBTAIN A PERMANENT CERTIFICATE OF OCCUPANCY PRIOR TO IN CHOOSING WHICH ACCESSIBLE ELEMENTS TO PROVIDE UNDER THIS C CARPET MW MICROWAVE TENANT MOVE IN. SECTION, PRIORITY SHALL BE GIVEN TO THOSE ELEMENTS THAT WILL CAB CABINET NIC NOT IN CONTRACT 2. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, PROVIDE THE GREATEST ACCESS. ELEMENTS SHALL BE PROVIDED IN THE CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE CG CORNER GUARD NTS NOT TO SCALE CONSTRUCTION. DO NOT SCALE DRAWINGS, REQUEST DIMENSIONS FROM ARCHITECT. 1. PARKING: CL CENTERLINE OC ON CENTER 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND ORDINANCES. PROJECT SITE COMPLIES (TO VERIFY) CLG CEILING OVHD OVERHEAD 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING ADEQUATE PRECAUTIONS TO 2. ACCESSIBLE ENTRANCE CLO CLOSER P PAINT PROTECT BUILDING OCCUPANTS, MATERIALS, AND EXISTING FINISHES THROUGHOUT ALL PROJECT SITE COMPLIES (TO VERIFY) PHASES OF CONSTRUCTION. NOISE, SECURITY AND DUST BARRIERS BETWEEN 3. ACCESSIBLE ROUTE TO THE ALTERED AREA CLR CLEAR PC POLISHED CONCRETE CONSTRUCTION AREAS AND OCCUPIED OR PUBLIC AREAS SHALL BE MAINTAINED BY PROJECT SITE COMPLIES (TO VERIFY) COL COLUMN PERF PERFORATED CONTRACTOR. TEMPORARY STRUCTURES WHICH REQUIRE TEMPORARY ENCLOSURES (E.G. 4. AT LEAST ONE ACCESSIBLE RESTROOM FOR EACH SEX OR A Landlord: CORR CORRIDOR PL PLASTICLAMINATE DUST BARRIERS) TO BE CONSTRUCTED USING NONCOMBUSTIBLE, FLAME-RESISTANT, ETC. SINGLE UNISEX RESTROOM MATERIALS. THE USE OF POLYPROPYLENE PLASTIC OR SIMILAR COMBUSTIBLE MATERIALS • VERTICAL GRAB BAR ADDED AT EXISTING RESTROOMS. CONC CONCRETE PR PAIR (PLYWOOD, ETC.) TO ENCLOSE DEMOLITION WORK IS NOT PERMITTED BY THIS SECTION. 0NEW ADA COMPLAINT SINK COUNTER AT EXISTING RESTROOMS. CWK CASEWORK POL POLISHED 5. THE CONTRACTOR SHALL WARRANTEE ALL PARTS, LABOR, EQUIPMENT, AND MATERIALS • NEW ADA COMPLIANT RESTROOMS AND SHOWERS aCi 1C D DEMOLITION PP POWER POLE PROVIDED UNDER THIS CONTRACT FOR A PERIOD OF ONE (1) YEAR UPON COMPLETION OF Northwest CONTRACT. DF DRINKING FOUNTAIN PWD PLYWOOD 6. CONTRACTOR INITIATED CHANGES AND SUBSTITUTIONS TO BE SUBMITTED IN WRITTING FOR Properties DIA DIAMETER QTY QUANTITY APPROVAL TO ARCHITECT FOR APPROVAL PRIOR TO PROCUREMENT, FABRICATION OR DEFERRED SUBMITTALS CONSTRUCTION. CHANGES ON SHOP DRAWINGS DO NOT SATISFY THIS REQUIREMENT. DIM DIMENSION R RELOCATED 7. ALL DELEGATED DESIGN ITEMS TO BE SUBMITTED TO AND APPROVED BY THE ARCHITECT DW DISHWASHER RB RUBBER BASE PRIOR TO SUBMITTING FOR PERMIT. DWG DRAWING RCP REFLECTED CEILING PLAN 8• PROVIDE SHOP DRAWINGS AND SUBMITTALS FOR THE FOLLOWING: ELECTRICAL 6600 SW 105th Ave., Ste. 175 ALL FINISHES DWR DRAWER REC RECESSED CASEWORK PLUMBING Beaverton, OR 97008 MECHANICAL APPLIANCE / E EXISTING REF REFERENCE ACCESSORIES LOW VOLTAGE EA EACH REV REVISION OR REVISED LIGHTING FIRE LIFE SAFETY FIRE ALARM OFFICE COPS( ELEC ELECTRICAL RO ROUGH OPENING FIRE/LIFE SAFETY DEVICES LOCATIONS 9. ALL MATERIALS AND EQUIPMENT TO BE INSTALLED IN STRICT ACCORDANCE WITH ELEV ELEVATOR SC SEALED CONCRETE MANUFACTURERS WRITTEN INSTRUCTION AND TRADE ASSOCIATED ACCEPTED STANDARDS. EQ EQUAL SD SOAP DISPENSER 10.ALL WORK LISTED, SHOWN, OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE EQUIP EQUIPMENT SF SQUARE FEET/FOOT SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK TO ASSURE ALL SCHEDULES NOTE: PER OSSC 107.3.4.1 DOCUMENTS FOR DEFERRED SUBMITTAL Project: EXT EXTERIOR SG SAFETYGLASS ARE MET AND ALL WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S REQUIREMENTS. ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN FA FIREALARM SHT SHEET 11. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE PROFESSIONAL IN REASONABLE CHARGE WHO SHALL REVIEW THEM Aspen PREMISES AND WASH THE INSIDE OF ALL WINDOWS SO THE SPACE IS READY FOR AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION FD FLOOR DRAIN SIM SIMILAR OCCUPANCY FOR TENANT. INDICATING THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN FE FIRE EXTINGUISHER SS STAINLESS STEEL REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO THE Capital DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL FEC FIRE EXTINGUISHER CABINET SSM SOLID SURFACE MATERIAL NOT BE INSTALLED UNTIL THE DEFERRED DOCUMENTS HAVE BEEN T FF FINISHED FLOOR SPKLR SPRINKLER APPROVED BY THE BUILDING OFFICIAL. Tenant FFIN FACTORYFINISH SPKR SPEAKER Improvement FIN FINISH ST STONE FIXT FIXTURE SV SHEET VINYL Approved plans 13190 SW 68th Parkway FLR FLOOR STD STANDARD shall be on job site. Tigard, OR 97223 FLRG FLOORING STL STEEL FO FACE OF SUSP SUSPENDED FURNISHED BYOWNER, INSTALLED BV KEY PLAN VICINITY MAP PROJECT TEAM FOIL CONTRACTOR TBD TO BE DETERMINED FR FIRE RATED THK THICKNESS FUNISHED BY TENANT, INSTALLED BY FTIC CONSTRACTOR TO TOP OF Architect Sheet Title: FURR FURRING TOS TOP OF SLAB MILDREN DESIGN GROUP, P.C. VALIDITY OF PERMIT FUT FUTURE T&M TIME AND MATERIAL Area of Work 7650 SW BEVELAND STREET, SUITE 120 THE ISSUANCE OF A PERMIT TIGARD, OREGON 97223 DOCUMBASED OENTS AND OTHER GA GAUGE TU TILT-UP r Cover Sheet .z µ, - - - 4-0417 DATA SHALL NOT PREVENT VOICE: 503 244 0552 FAX: 503 24 GC GENERAL CONTRACTOR TYP TYPICAL n,ra ; CONTACT PERSON: Sabine O'Halloran THE CODE OFFICIAL FROM r t V .f EMAIL: sabineOmdgpc.com REQUIRING THE CORRECTION GL GLASS UON UNLESS OTHERWISE NOTED % Wim? •' - OF ERRORS. OSSC 105.4 GYP GYPSUM WALLBOARD UNF UNFINISHED I Iin V HB HOSE BIB UPS UNINTERUPTEDPOWER SUPPLY ' � ' :'.` General Contractor HC HANDICAPPED UR URINAL X ;. i `, ✓ \, \ \ I g t e x; * l a i r CONSTRUCTIONPENCE HDW HARDWARE VCT VINYL COMPOSITION TILE f� 2720 SW AAVE i � +. �.. •Try Z e �° . . ,.; I r �,, � ,A � NUE HM HOLLOW METAL (STEEL FRAME) VFY VERIFYZ PORTLAND, OR 97201 HT HEIGHT VIF VERIFY IN FIELD `��� - °., , �, � ` m �� � � VOICE: 503-252-3802 CON INCL INCLUDED OR INCLUDING WC WATER CLOSET _ TA 3167 PERRY SNICK s CT INSUL INSULATION WD WOOD CCB#: 15 PERSON: JAN JANITOR WH WALL HUNG , ./ K : Y I s w. .. 4 , ; M s ; o- •° r °. �° KD KNOCK DOWN FRAME W/H WATER HEATERti ,% , x , , •' c yyy ,j _ Revisions: I y ti Q QUARTZ W/O WITHOUT I B OCCs; I ,r ., e • I, , y - q. I OL:253 T' Landlord PACIFIC NORTHWEST PROPERTIES 6600 S.W. 105TH AVE. SUITE 175 i h X40 ` BEAVERTON, OR 97008 CTI`Y OF ZTGARD f VOICE: 503-626-3500 REPIEWED FOR CODE GOb1[PLIANCB — — ' — — — ° — — —' — — — — J yt , • °�° CONTACT PERSON: EVAN BERNSTEIN .• # I 5 : evan. ernsenpnwprop.com APProvCd: '• EMAILbti ® OTC: [✓� ��o� Perreat Address: 0 09 I l i,l t butte M J � Building Site Br Dater ' Z-0 .Y R Date: 30 January 2020 i; g Drawn by: Checked by: Key Plan - Second Floor Vicinity Plan CITY OF TIGARD PHB SOH N.T.S. N.T.S. Approved by Planning I Date: Job Number: 119080.03 d Initials: 5 Sheet Permit Submittal - January 2020 AO MILDREN A B C D E F G H DESIGN GROUP ARCHITECTURE I INTERIORS 7650 SW Beveland Street,Suite 120 Tigard,Oregon 97223-8692 V116 - - 7bFF1 - - -_ - - - - - - - - - - - - O 1503.244.0552 k�J CONF. H.R. CONF. RM ROOM 0 O ONF. RM. 207 208 r- -� r- 227 OFFICE r 204 205 OFF OFFICEod 228 r r, 312.03 S.F. 117.17 S.F. 124088 S.F. =182.03 S.F. EX RCISE RM. 126.13 S.F.126.52 S.F. /15 = 21 Q 4 l /15 = 12 O O O t5 I 8 B:EXITS 1 B.1 EXIT 1 B:EXITS 1 r- l� Cv /150 = 1 /150 = t _ 240 / � B:EXITS 1 B:EXITS 1 :EXITS 1 \r r- r B:EXITS 1 ,' 0230 OAC I 859.73 S.F. I , �j � It1AN O. IUII 930.85 S.F. 65EXITS II /50 = 19 O O __ 203 r, ,0 r; P ORTLAHID, OREGor� B:EXITS 1 r r' 03� I OPEN OFF No. 4268 +0 WOMEN'S ESTRM. , 1® � '� I 2D9 9TH, OF O���T F r, ; 1 z39 ' M 's �� \ RECEPTIONIST r' r- 193.62 S.F. `i r' r 202 ' /50 = 24 �7 .y Y s.� /� //�� B:EXITS OFFICE O 0 O �/ �j i �%� ' �S h�. - 114.68 S.F. - ' r- -r r- 226 /150 = 1 ORK COY - r- ' F nToB:EXITS I 206 1306.42 S.F. I O I ' I CIRC. rj /50 = 26 �- -y IRC. LT NG 257.54 S. 210 - B:EXITS 1 F\ 0 0 r // // 241 , 201 /100 = 854.14 S.F O O - , / MEN'S RES j l �i l 10.05 % 143.72 S.F. B:EXITS 1 EXEMPT ' L XEMPT 243 /15 = 10 � 185.65 S.F. I B:EXITS 1 ' I _ 331.73 S.F. I 1 - � L\ \ 4 - - - EXEMPT e- - - - 237 ® � 120.5 S.F. M PEN OFFICE `i r' � � ■ L® � � � � � � � = Mir MMMM MMM MMS#(�T 0 ® , 209A C EXEMPT1483.43 S.F. _ _ 4 I I I I x/50 = 30 r O 0� O ' zs Down R 233 , OFFI E MAIL235 RM 236 B:EXITS 1 4 39 S.F. JAN. 232 ' L ' FIE . /1 = 3'NQ 7r231 234 152.67 S.F. 100.72 S.F. C. �� Ss.st S.F. 80 S.F. � �� t 113.6 S.F. /300 = 1 EXEMPT r; v Z , zza EXEM t ® ���� ' /100 = t B:EXITS 1 , w O O , 46.86 SIF. B:EX rs 1 •, •_•_ I I - /1E FILERM OFFICE ' r, Fp FICE :E M SERV 2 7 I �� 211 L - _ _ of , 1 219 1 120.800 S.F 12 67 S.F. X , 99.2 S.F. 112.55 S.F. B:EXITS /1(0 = 1 r; /150 - 1 EXEMPT B:E(ITS t , B:EXITS 1 I O Po I ® I , OPEN To fiELOw 1 I 0) (0 ) (O 0) (0 0) (0 FFI E ' r: r; 212 P OFFI 0) (O ) 0 (O O 223 (0 0) �� � � � � Li 220 M � M z1s MM (MM MMS® M M M M M M M M M M M 150 = 1 99.21 S.F. 1501.42 S.F. 767.3 S.F. 414.97 S.F. / /50 = 30 B:EXITS 1 X MPT X P , 0) (0 ) O 0 (O 0)B:EXITS b0 0) (� I�,��� J s L 214 OFFICE Landlord: mz caa_ con. O S.F. CONF. RM. r; 414.29 . 213 CO2. ROOM R �- /50 = 8 aci is 0) (0 ) (0 0) o) (0 LUN H ROOM �� B:EXITS 1 128.87 S.F. 0 I I 456.04 S.F. 216 �� a \ /15 = s Northwest 2 - - - - 5- - - - - - - - - - - B:EXITS 1 I 680.02 S.F. R r r_ /15 = 45 d Properties B:EXITS 1 - - - - r - - - 6600 SW 105th Ave., Ste. 175 Beaverton, OR 97008 Fire Life Safety Plan -2nd Floor 1/8" = 1'-0" Project: Aspen Capital Means of Egress Sizing Legend - Fire / Life Safety Plan Tenant Improvement TOTAL 01LOAD: 284 EGRESS PATH-PROVIDE CODE MINIMUM LEVEL OF LIGHT ALONG PATH PER 13190 SW 68thParkwa SECTION 2702.02.13 AND SECTION 1008. Tigard, OR 97223 y 1005.3.1 STAIRWAYS: 284 x .0.3 INCH = 85" REQUIRED: 78" PROVIDED: 132" (WIDTH OF BOTH STAIRS) ® EXIT LIGHT AC WITH BATTERY BACK-UP; DIRECTIONAL ARROW UNITS WHERE LINE OF SIGHT TO NEAREST EXIT IS OBSCURED. 1005.3.2 DOORS TO STAIRWAYS: 284 x 0.2 INCH = 57" REQUIRED: 52" PROVIDED: 36" + 72" = 108" WHEELCHAIR SPACE/ 30"X48" CLEAR FLOOR SPACE CU Sheet Title: / \� 5'-0" DIAMETER WHEELCHAIR TURN-AROUND AREA Fire Life Safety Plan EXISTING WALLS TO REMAIN EXISTING WALLS TO REMAIN NEW PARTITIONS-TYPE A. REFER TO DETAIL 1/A7 NEW PARTITIONS-TYPE A. REFER TO DETAIL 1/A7 NEW 2 HR. RATED WALLS- TYPE E F ® NEW 2 HR. RATED WALLS- TYPE E F - REFER TO DETAIL 3/A7 AND 47 - REFER TO DETAIL 3/A7 AND 4/A7 NEW PARTITIONS-TYPE C. REFER TO DETAIL 2/A7 NEW PLUMBING WALL PARTITIONS-TYPE D. REFER TO DETAIL 5/A7 Revisions: 9 FIRE EXTINGUISHER CABINET/FIRE EXTINGUISHER. FINAL LOCATIONS TO BE FEC APPROVED BY FIRE MARSHALL PRIOR TO INSTALLATION PER O.F.C., TABLE 906.3(1). FOR LIGHT HAZARD OCCUPANCY, LOCATE IN PLAIN VIEW EVERY 3,000 SQ. FT. OF FLOOR AREA WITH A MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER OF 75 FEET. a R ® ACCESS CONTROLLED DOOR. PROVIDE PUSH TO EXIT DEVICE WITH LOCAL ALARM F ® ACCESS CONTROLLED DOOR. 3 Z i g Date: 30 January 2020 Drawn by: Checked by: PHB SOH 6 Job Number: 119080.03 Sheet Permit Submittal - January 2020 Al MILDREN DESIGN A B C D E F G H GROUP ARCHITECTURE I INTERIORS 7650 SW Beveland Street,Suite 120 - - - - - -- - - - - - Tigard,Oregon 97223-8692 '� < n A A A n T A A n T \ O 503.244.0552 IIpk k. 'k ,k ,k „ ,. ,k ,. ,k I < x x X K x k x x k k x N ) CJ 14 14 I 14 p 13 14 <'�YAVAv'�v�>'1>'{}' 14 c7� Apo �l i }� ik �k i k n n ,< ,{ ,< K>�{ I�i i�xi kx 17 xik IN /,\ % I� �`1/' A x , ,< TTT I _ I 1 Y�iwi�ui )'>� iwi�I< )< x i\v , \ 22 O I 11Atl O. 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I1 5 16 1 2 16 X IIS^IE)SVdt Imo'�(-- �-"-'-`^"` I �� 70 BELOW I I L CONC i,..aiiiiiiiiiiiiiii i'i iii 19 (E)Sviiiiiiiiiiiiii 'ii _iii T CONC 44 23 26 - mac]-L - - - -' - - ,� n 6 19 FT �- ' (F-T l0l 0���{ f �g�� to °II(T\ 9 �4' T\ IA O 11� '�I - 23 22 \ / I 22 \ I I I I I -IF 10 ( = Q = I 22 I \ 111 \O I I I �II I I mo\10 II I I T A II Landlord: 4P 4 L II I <I s III Pacif iC II II II II 11 II I 11 I II� � 11 I 1 - - - - - - - _ Northwest I 1 Properties «sa• 5 - - - - - I I I I 6600 SW 105th Ave., Ste. 175 Beaverton, OR 97008 Demolition Plan Project: Aspen Capital Tenant General Notes - Demolition Scope Keynotes -Demo Plan Legend - Demolition Plan Improvement 1. PARTITIONS, DOORS, RELITES & ITEMS SHOWN AS DASHED ARE TO BE 1. REMOVE CASEWORK-PATCH/REPAIR WALLS-DO NOT SALVAGE. 13190 SW 68th Parkwa REMOVED OR RELOCATED. REUSABLE MATERIALS TO BE RETURNED TO 2. REMOVE CASEWORK AND SINK - PATCH/REPAIR WALLS AND CAP y BUILDING STOCK. PLUMBING. EXISTING WALLS Tigard, OR 97223 2. REMOVE EXISTING FLOOR FINISH AS SHOWN ON PLAN. PREP TO RECEIVE 3. REMOVE DRINKING FOUNTAIN. CAP PLUMBING.COORDINATE SALVAGE WITH NEW FLOOR FINISHES AS INDICATED ON FINISH PLAN, U.O.N. LANDLORD. - WALLS / ITEMS TO BE DEMOLISHED. COORDINATE 3. CAP OFF ALL UNUSED ELECTRICAL, LOW VOLTAGE CABLING, AND 4. RESTROOMS-REMOVE TILE COUNTER, BACKSPLASH, SINKS AND MIRROR. SALVAGE WITH KEYNOTE. PLUMBING FEEDS. WHERE POSSIBLE ALL ABANDONED UTILITY FEEDS TO DO NOT SALVAGE. BE REMOVED BACK TO THE POINT OF ORIGIN. REMOVE CONDUIT WHERE 5. FLOOR MONUMENT TO BE REMOVED-CAP FLOOR PENETRATION TO MEET (E)FOURPLEX 120 VOLT OUTLET POSSIBLE. CODE. 4. EXISTING WINDOW COVERINGS TO REMAIN-PROTECT DURING 6. REMOVE FIRE EXTINGUISHER CABINET, SALVAGE TO RE-USE. CONSTRUCTION. 7. DOOR/FRAME TO BE REMOVED-COORDINATE SALVAGE FOR BUILDING (E)DUPLEX 120 VOLT OUTLET 5. DEMOLITION CONTRACTOR IS NOT TO REMOVE ANY STRUCTURAL STOCK WITH BUILDING OWNER. ELEMENTS WITHOUT PRIOR DIRECTION AND AUTHORIZATION BY A 8. DOOR/FRAME TO BE REMOVED AND RE-USED IN PROJECT. COORDINATE N (E)DATA OUTLET WITH PULL STRING Sheet Title: STRUCTURAL ENGINEER. CONDUCT DEMOLITION TO AVOID DAMAGE TO WITH FLOOR PLAN/KEYNOTES. TO ABOVE CEILING CABLING BY TENANT EXISTING BUILDING SHELL/ STRUCTURE. CEASE OPERATION AND NOTIFY 9, DOOR/FRAME/RELITE TO BE REMOVED. COORDINATE SALVAGE FOR Demolition OWNER IMMEDIATELY IF SHELL/ STRUCTURE APPEARS TO BE BUILDING STOCK WITH BUILDING OWNER. (E)FLUSH FLOOR MONUMENT COMPROMISED. 10. DOOR/FRAME/RELITE TO BE REMOVED AND RE-USED IN PROJECT. Floor Plan 6. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND KEYNOTES REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE COORDINATE WITH FLOOR PLAN/KEYNOTES []FEC FIRE EXTINGUISHER CABINET PROCEEDING WITH THE WORK. CONTRACTOR NOT TO SCALE ANY 11. EXISTING ROOF ACCESS. DRAWINGS, CONTACT ARCHITECT FOR ADDITIONAL DIMENSIONS. 12. EXISTING ELECT. ROOM. 7. AT LOCATIONS WHERE NEW WALL CONSTRUCTION INTERSECTS OR JOINS 13. EXISTING CASEWORK TO REMAIN. COUNTERTOP/BACKSPLASH TO BE (E)HORN/STROBE WITH EXISTING OR ADJACENT CONSTRUCTION THE CONTRACTOR'S REMOVED - PREPARE TO RECEIVE NEW TOP. DISCRETION IS REFERRED TO FOR INTERPRETATION OF THE LIMITS 14. WALL COVERING TO BE REMOVED. PREP WALL TO A LEVEL 4 FINISH TO T UNDER WHICH WALLS TO REMAIN ARE TO BE DEMOLISHED ENTIRELY, TO RECEIVE PAINT. (E)THERMOSTAT BE REUSED OR TO PROVIDE SELECTIVE DEMOLITION. PATCH/ REPAIR 15. DISABLED SMOKE CURTAIN AND SURROUND TO BE REMOVED. EXISTING SHEET ROCK AT AREAS OF DEMOLITION. 16. TILE/SHEET VINYL FLOORING TO BE REMOVED. 17. EXISTING CARPET TILE TO BE REMOVED AND SALVAGED FOR RE-USE IN 8. THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED INA r r , ,� x REASONABLY NEAT AND ORDERLY CONDITION AND LEFT FREE FROM PROJECT. REFER TO FINISH PLAN. >k >k v : EXISTING CARPET TILE TO BE REMOVED AND ACCUMULATIONS OF WASTE MATERIALS, DUST AND RUBBISH DURING THE 18. EXISTING RESTROOMS-REMOVE WALL COVERING. PREP WALLS TO A .\>;K>I<Y Y;Y SALVAGED FOR RE-USE IN PROJECT. ENTIRE CONSTRUCTION PERIOD. REMOVE CRATES, CARTONS, AND OTHER LEVEL 4 FINISH TO RECEIVE PAINT. ALL OTHER FINISHES TO kk^k k' FLAMMABLE WASTE MATERIALS OR TRASH FROM THE WORK AREA AT THE REMAIN-PROTECT DURING CONSTRUCTION. yT< x " x END OF EACH WORKING DAY. 19. REMOVE DELUGE SPRINKLER HEADS ON BOTH SIDES OF GLAZING. < 9. CARE TO BE TAKEN NOT TO DAMAGE CEILING TILE AND GRID TO REMAIN. 20. REMOVE EXISTING ELECTRICAL/COMM OUTLETS AND BOXES AT 44" AFF. 1o.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO FINISHES OR PATCH WALL TO RECEIVE NEW FINISH. COMPONENTS NOT SCHEDULED FOR DEMOLITION. DAMAGED ITEMS SHALL 21. REMOVE EXISTING MOP SINK, FLOOR DRAIN, AND HOT WATER HEATER %%%%% %%%%%%- Revisions: EXISTING TILE SHEET VINYL FLOOR COVERING TO BE REMOVED. PREP BE REPLACED OR REPAIRED TO MEET OR EXCEED FORMER CONDITIONS. AND CONTROLS. CAP ALL PLUMBING AND FLOOR PENETRATIONS TO %%%:%: / / FLOOR TO RECEIVE NEW FLOORING AS SCHEDULED. MEET CODE. THE RENOVATION, DEMOLITION, AND/OR NEW CONSTRUCTION WILL UTILIZE AS MUCH OF THE EXISTING COMPONENTS AS NOTED PER PLANS, 22. THERMOSTAT TO BE REMOVED. SALVAGE FOR RE-USE. U.N.O. 23. HORN/STROBE TO BE REMOVED. SALVAGE FOR RE-USE. 11. CONTRACTOR SHALL EXERCISE CARE IN REMOVAL OF ANY COMPONENTS 24. WATER HEATER TO BE REMOVED- CAP ALL PLUMBING. RE-USE IN NEW (I.E. DOORS, FRAMES, FIXTURES, CEILING TILE) THAT MAY BE REUSED ON JANITOR'S CLOSET. R THIS OR FUTURE PROJECTS. CONTRACTOR SHALL COORDINATE 25. FRAMELESS GLASS DOOR/RELITES TO BE REMOVED. COORDINATE APPROPRIATE STORAGE LOCATIONS FOR SUCH COMPONENTS DIRECTLY SALVAGE WITH BUILDING OWNER. WITH THE PROPERTY MANAGER. 26. NEW OPENING FOR 24" RELITE. MATCH (E) HEIGHT. e S a d i g8 8 's Y Date: 30 January 2020 Drawn by: Checked by: SOH d Job Number: 119080.03 Sheet Permit Submittal - January 2020 A2.0 MILDREN A B C D E F G H DESIGN GROUP 50'-4j" ARCHITECTURE I INTERIORS 7650 SW Beveland Street,Suite 120 — — — — — — Tigard,Oregon 97223-8692 CONE. � J � J / \ ) c ) N) N N N N � 01503.244.0552 ROOM 0 12 c, m I I I I I I I 6 IQ IQ LTORAGELORAGEj H.R. CONE RM FFI OFFICE 12 12 t2 227 L J I I I I I I IF I I" I I� I C204 RM. � 207 208 -OFFICE OFFI E - c��O 205 _ 228 22 (N r, ,r r, \�/ LJ I I i I I� I M 11E] \ r - - � r, ' (" EXERCISE RM. L J L~� L J LfJ L_ -1 �LBENCH J Q AR 4 2 3 I N OFFOIC _ O O r, PiN] 240 I 1\_ i/_ 2 4 2 T 12 2 r; �` "C�f� T 229 230 O r' N) 3 9 rBENCH J T r' IttAN 0. LOU �a oT J 12 0 0 5'-0„ T13)jt r —LEG TRUE O 241 ALIGN o 2 ENLARGED 203 rp...� ^ LIGN 11ORTLANU, OREG011 LIGN k ' _ r - - - - TRNNER 1 I PRESS I I A5 PLAN -8' o r; (N) STBkf p 033 q IFMT6'_0•' 2 3 0 0209 OFF _Li �� No. 4268 0 D p WOMENIS Esr .l _ I J 9 �s J 12 F– –�II�'''. 39 SHO 239 39 42 ,BOOM 0 IR RECEPTIONIST los r� r/ :� r; �� OF �g� ® ,J I I 242 202 3 4 (N N) g , h � O D D 4 (N N) 0226 OFFICE 6 :r o o \%, I t3 O W CO Y r' r- r: S I �` I L_ I n no0 0 LIGN 0 0 ALIGN oO (N ) 206 RC. 5 z38 241 WAITING 4(N 210 )AJ) - o o r' 201 (1Nd C 2 � D MEN'S RES4M WOMEN'S Al) A6 L` N ` R t I t oo ALIGN 44" N) 0 LJ1 238 1 243 (N N) iLIL\� r� J 12 j (N (N) I I A5 ICIRC. (Nh (E) �` \, LIGN N 37 PLAN 3'-3" EC LIGN OFFICE ' 03� LIGN LIGN (N — — — — — — — — LIGN 3 y - L 209A \ L_ r. 12 225 25 t N) N) 3 9 ) FF (D)N I MAIL RM 235 2 EC. I D (N (N) I ., r, J L O O o DO" JAN. 3 5 232 R 233 FF (N 235 236 E�Ev. 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REF 74 t2 12 L_ A6 I FR� a O Properties V — — — — — — — — — —� — � — — � — — — ALIGN 6600 SW 105th Ave., Ste. 175 ENLARGED Beaverton, OR 97008 A6 PLAN Floor Plan Project: Door / Hardware Notes Hardware Groups General Notes - Floor Plan Keynotes - Floor Plan Legend - Floor Plan AspenCapital A. DOOR/ FRAMES AND HARDWARE TO MATCH EXISTINGS U.O.N. A. ALL NEW PARTITIONS ARE TYPE A - INSULATED BELOW GRID 1. EXISTING 3'X8' DOOR/FRAME TO REMAIN - TOUCH UP DOOR FRAME, EXISTING WALLS TO REMAIN Tenant B. EXIT DOORS ARE OPERABLE FROM THE INSIDE WITHOUT THE GROUP 1 - SINGLE DOOR/PASSAGE PARTITIONS U.O.N. WITH A WALL TAG AND ASSOCIATED DETAILS. PAINT WOOD DOOR. USE OF A KEY, SPECIAL KNOWLEDGE OR FORCE. - 1 J" PAIR BUTTS-4 J" B. ALL POWER TERMINATIONS ARE EXISTING UNLESS DENOTED AS NEW. 2. EXISTING 3'X8' DOOR/FRAME/RELITE TO REMAIN - TOUCH UP C. ALL HARDWARE TO BE ADA COMPLIANT. - 1 LEVER LATCHSET - PASSAGE FUNCTION C. DIMENSIONS ARE TO FACE OF FINISH U.O.N. DOOR/RELITE FRAME - PAINT WOOD DOOR. NEW PARTITIONS-TYPE A. REFER TO DETAIL 1/A7 Improvement D. PROVIDE 18 GA. BACKING AT ALL WALL STOP LOCATIONS, IF - 1 SILENCER D. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS 3. RELOCATED (E) DOOR/FRAME/RELITE - TOUCH UP DOOR/RELITE APPLICABLE. - 1 FLOOR STOP UNLESS NOTED OTHERWISE. FRAME-PAINT WOOD DOOR. 13190 SW 68th Parkway E. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/ ® NEW 2 HR. RATED WALLS- TYPE E F E. ALL LOCKSETS TO CONFORM WITH THE BUILDING'S GRAND 4. REPLACE LOCKSET WITH LATCHSET "PASSAGE" FUNCTION - REFER TO DETAIL 3/A7 AND 4/A7 Tigard, OR 97223 GROUP 2 - SINGLE DOOR / CARD READER ACCESS DRAWINGS AT COMPLETION OF CONSTRUCTION. MASTER KEYING SYSTEM. PROVIDE (2) KEYS FOR EACH LOCK F. ALL NEW GYPSUM BOARD WALL SURFACES TO RECEIVE A SMOOTH, LEVEL 5. REPLACE LATCHSET WITH LOCKSET "STOREROOM" FUNCTION. 1 J" PAIR BUTTS-4 }" 6. CUT-IN FULL LITE INTO EXISTING DOOR-TEMPERED GLAZING. AND (2) MASTER KEYS FOR THE SUITE/TENANT SPACE. ALL - , LEVER LOCKSET - ENTRANCE FUNCTION 4 FINISH PER AWCI STANDARDS. APPLY A DRYWALL PRIMER NEW PARTITIONS-TYPE C. REFER TO DETAIL 2 A7 KEYS TO BE TAGGED WITH ROOM NUMBER.COORDINATE W/ - , ELECTRIC STRIKE (SHEETROCK BRAND "FIRST COAT" OR EQUIV.) PRIOR TO FINAL FINISH 7. NEW 2 -0' WIDE X DOOR HEIGHT RELITE-TEMPERED GLAZING. / OWNER AND TENANT - 1 CLOSER COAT TO MINIMIZE SURFACE TEXTURE VARIATIONS. 8. REPLACE LATCHSET WITH MORTISE LOCKSET WITH PRIVACY INDICATOR. /G. DOORS AND CASED OPENINGS STANDARD OFFSET FROM ADJACENT WALL 9• UPGRADE EXISTING HARDWARE TO HARDWARE GROUP 2. NEW PLUMBING WALL PARTITIONS-TYPE D. REFER TO DETAIL 5 A7 F. CLOSERS - MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT - 1 GASKETTING 10. NEW FLOOR MONUMENT. EXCEED 8-1/2 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS C 1 FLOOR STOP IS 4" U.O.N. 11. (NOT USED) COORDINATE W/ TENANT'S SECURITY VENDOR. H. CONTRACTOR TO VERIFY AND COORDINATE CLEARANCE REQUIREMENTS FOR INTERIOR DOORS. FOR APPLIANCES, PLUMBING FIXTURES, AND ANY OTHER ITEMS WITH 12. NEW WALL JUNCTION BOX FOR POWER/DATA FOR TENANT-PROVIDED G. DOOR CLEARANCES AT BOTTOM TO BE A MAXIMUM in GROUP 3 - SINGLE- POCKET SPECIAL CLEARANCE REQUIREMENTS PRIOR TO FRAMING WALLS. FURNITURE. 20 AMP DEDICATED CIRCUIT PER (8) WORKSTATIONS. Sheet Title: H. ALL HARDWARE TO BE 626 FINISH U.O.N. - POCKET DOOR HARDWARE BY MANUF. I. CONTRACTOR TO PROVIDE BACKING AT CORNER GUARD, GRAB BARS, 13. NEW ADA COMPLIANT RECEPTION DESK BY FURNITURE VENDOR. I. G.C. TO PROVIDE AND INSTALL ALL HARDWARE. G.C. TO - ADA COMPLIANT DOOR PULL TOILET PARTITION AND URINAL SCREENS, ADA SHOWER SEAT LOCATIONS, 14. NEW ADA COMPLIANT STAINLESS STEEL SINK WITH GOOSENECK FAUCET. 9= FOURPLEX 120 VOLT OUTLET COORDINATE WITH TENANT'S SECURITY VENDOR IF APPLICABLE DOOR WALL STOPS, CASEWORK, AND ANY WALL MOUNTED TENANT 15. RELOCATED WATER HEATER. GROUP 4 - SINGLE- PUSH/PULL PROVIDED ITEMS. 16. NEW MOP SINK DUPLEX 120 VOLT OUTLET Floor Plan - PUSH J. SALVAGE ALL DOORS TO BE REMOVED FOR POSSIBLE REUSE. BACKING TO BE FIRE-RETARDANT 17. NEW ADA COMPLIANT SINK WITH STANDARD KITCHEN-TYPE FAUCET. DISMANTLE AND REMOVE ALL ITEMS NOT INCLUDED OR REUSED - 1 PAIR BUTTS-4 J. WOOD UTILIZED FOR INTERIOR FRAMING/BACKING/ SH PLATE/ PULL HANDLE HARDWARE TREATED WOOD. AS A PART OF NEW CONSTRUCTION. COORDINATE SALVAGE OF K. VOICE/DATA TERMINATIONS SHOWN FOR INTENT ONLY. ALL VOICE/DATA 1/ DATA OUTLET WITH PULL STRING CLOS - 1 CLOSER MATERIALS/ ITEMS WITH TENANT/BUILDING MANAGEMENT. - 1 ETING CABLING AND ASSOCIATED EQUIPMENT INCLUDING WORK FROM TO ABOVE CEILING CABLING BY TENANT K. CHECK AND ADJUST EACH OPERATING ITEM OF HARDWARE AND - 1 WALL STOP BUILDING/FLOOR D-MARK TO SERVER ROOM SHALL BE DESIGNED AND EACH DOOR TO ENSURE PROPER OPERATIONS AND FUNSTION FURNISHED BY TENANT'S VENDOR. 0 WALL JUNCTION BOX FOR POWER/DATA FOR OF EACH UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED GROUP 5 - DOUBLE GLASS/CARD READER ACCESS L. FURNITURE SHOWN FOR INTENT ONLY. FINAL LOCATION OF FURNITURE, TENANT-PROVIDED FURNITURE. 20 AMP DEDICATED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE - MAGLOCK EA LEAF ELECTRICAL, AND VOICE/DATA TO BE COORDINATED WITH TENANT'S CIRCUIT PER (8) WORKSTATIONS APPLICATION AND MEET CODE. - SENSOR FURNITURE VENDOR. CONTRACTOR TO PROVIDE FINAL ELECTRICAL HOOK L. NEW DOORS/FRAMES AND HARDWARE TO MATCH BUILDING - PUSH TO EXIT UP FOR ALL FURNITURE BASE FEEDS. FURNITURE ELECTRICAL WHIPS FLUSH FLOOR MONUMENT STANDARD STYLE AND FINISH. - 36" S.S. VERTICAL PULL EA LEAF TO BE PROVIDED BY TENANT'S FURNITURE VENDOR. COORDINATE W/ TENANT'S SECURITY VENDOR. M. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FLOOR MONUMENT FOR POWER/DATA FOR COMMENCEMENT OF WORK. J TENANT-PROVIDED FURNITURE. (1) -20 AMP DEDICATED CIRCUIT PER (8) WORKSTATIONS. O EXISTING THERMOSTAT LOCATION. SHOWN FOR REFERENCE ONLY. ® ACCESS CONTROLLED DOOR. PROVIDE PUSH TO EXIT Revisions: DEVICE WITH LOCAL ALARM ® ACCESS CONTROLLED DOOR. Door Types Door Schedule Q FIRE EXTINGUISHER CABINET/FIRE EXTINGUISHER. FINAL LOCATIONS FEC TO BE APPROVED BY FIRE MARSHALL PRIOR TO INSTALLATION PER O.F.C., TABLE 906.3(1). FOR LIGHT HAZARD OCCUPANCY, LOCATE IN 2 3'-0" PER NOTE IN X-O" C-O" 3'-0" PLAIN VIEW EVERY 3,000 SQ. FT. OF FLOOR AREA WITH A MAXIMUM a � REMARKS - Door Schedule TRAVEL DISTANCE TO EXTINGUISHER OF 75 FEET. (N) NEW NOMINAL SIZE DOOR FRAME TEMPERED TEMPERED I MARK Type GLAZING HRDW REMARKS D: WOOD GLAZING / \ GLAZING WIDTH HEIGHT THICK MAT'L FINISH MAT'L FINISH -- 2008 3'-0- 8'-0" 1 3 4 B WD P KD P -- 2 1 RELITGL: GLASS 200C 6'-0" 8 -0 1 2 C GL 5 FULL RELITE 203 3'-0" 8 -0 1 3 4 B D P KD P 2 2'-2" RELITE o , j o I 218 3 -0 78 -0 1 314" A WD P KD P 2 == KD: KNOCK DOWN 224 3 -0 8 -0 1 3 4 D WD P 3 i i I 225 3'-0" 8 -0 1 314" D WD P -- -- 3 _- P: PAINT 229 3'-0" 7 -0 1 3 4 B WD P KD P 1 2 -2 RELITE 235 3 -0 8 -0 1 3 4 A W1 P KD P __ 2 239A 3-1, -0 8 -0 1 3 4 A D P KD P -- 4 'r- _6� J 239B 3 -0 8 -0 1 3 4 A WD P KD P -- 4 -- 241 3 -0 8 -0 1 3 4 A D P KD I P -- 2 -- Date: 30 January 2020 242 3 -0 8 -0 1 3 4 A D P KD P -- 4 s A B C STOREFRONT D POCKET Drawn by: Checked by: s SOH Job Number: 119080.03 Sheet Permit Submittal - January 2020 A2. 1 MILDREN A B C D E F G H DESIGN GROUP ARCHITECTURE I INTERIORS 7650 SW Beveland Street,Suite 120 Tigard,Oregon 97223-8692 6 _ _ 01503.244.0552 II x } x x } x x x x xLeo } x � � � CCfx CI- " 4 xEo D Apo x l..w+�• + + + + {ISI} _ + xteo x� + + I - 'ol linriu, ollrcor� + Ho. 426fi O xtEo r 9TH, OF + + ���--- `/ x \+ x x x + II + + x tED T ��. 3- 1011 + + + + - - 5 � II + HIL x x Q — — — — — I — 4 T_— —� �— � —1 �— _ I I + + n IIC �� IIC �� I x + x + x } x + + + + + x I x x 1 I + J + + + - -- -- - - - - - I I 2 + 4 + + + / + x x 1 + + C � x x I I I + I 1 :� OPEM TO BELOW - I I L_ _ + + — -- — — + + 5 .. 1 x x x } 5 x + + + + + - - - - — — - - — — — - - -- - — I I ` Landlord: + + + + I + x + + + + x I x + II } x — + + + x x x x C � x Pacific + C �� `,_ II x— I II Northwest x x x77 '77- 1��—�- Properties o a o, 6600 SW 105th Ave., Ste. 175 2 Beaverton, OR 97008 Reflected Ceiling Plan-Demolition Project: Aspen Capital Tenant Improvement Legend - Demolition Ceiling Plan Keynotes — 13190 SW 68th Parkway Tigard, OR 97223 1. EXISTING GYPSUM BOARD CEILING TO BE REMOVED. 2. EXISTING GYPSUM BOARD CEILING TO REMAIN. 3. ELECTRICAL ROOM - EXISTING TO REMAIN - NO WORK (E) 2'x4' CEILING GRID (E)GYPSUM BOARD CEILING TO REMAIN 4. EXISTING EXIT SIGNS. SALVAGE FOR RE-USE. 5. REMOVE DELUGE SPRINKLER HEADS ON BOTH SIDES OF GLAZING. — T (E) 2'x4' TO BE REMOVED. SALVAGE - (E)GYPSUM BOARD CEILING TO BE REMOVED GRID/TILES FOR RE-USE. Sheet Title: Demolition ® W/PARABOLIC LORESCENT LAY IN FIXTURE Ref lected ® (E) 2' X 2' FLUORESCENT LAY IN FIXTURE W/PARABOLIC LENS. Ceiling ® (E) 2' x 4' LED LAY IN FIXTURE Plan W/DIFFUSER LENS. r7i X� 2'X2' AND 2'X4' LAY IN FIXTURE TO BE REMOVED AND REUSED IN PROJECT o (E) DOWNLIGHT DOWNLIGHT TO BE REMOVED ® (E) RETURN HVAC - SHOWN FOR o REFERENCE ONLY Revisions: n (E)EXIT SIGN TO BE REMOVED. SALVAGE FOR RE—USE IN PROJECT (E) SPRINKLER HEAD—SHOWN FOR REFERENCE ONLY. a R e e Date: 30 January 2020 Drawn by: Checked by: SOH Job Number: 119080.03 Sheet Permit Submittal - January 2020 A4.0 MILDREN DESIGN GROUP A B C D E F G H ARCHITECTURE I INTERIORS 7650 SW Beveland Street,Suite 120 Tigard,Oregon 97223-8692 R + R + R R R + R R + + + + + + + + + + 2t Apo I R I I R R I I � �' R R R R R IIIAH 0. 1lJU R R R R R % ® 3 R PORTLAND, ORCGON EN �j Ho. 4268 �Q + + + + 3 EM + 3 EM E + + ., g,� .B, o. B B + , .:. ..-. 0 � I C. I I R I I + I 5 OB9'-0' oB I + + + + B_0. . . + + + + Os iTPTP R + EM E 08 10 O O R O O . .O. �'`. r .oB'. QB" GB'. I 4EA — — — — — — — 3 4 3 3 + 3 + + ft + R + R + + + + + OB,- 3 B 3 R +R 3 4 E + + + .. i0 4 9_0. + + ....� . . + + EM + 6 R + + 3 + EA EM R R R EM + I I I 9'- + + R R R + + R + + + 3 R FA Eh3 E EM G I Landlord: 1111 7F7-777 I+ + R + R + + + + + + + ElE 1 + R + + R Pacif is ..:.....:. I I I 9-0• + 9� 8,• R i I Northwest + + + + + Properties R I I o: o Q. 6600 SW 105th Ave., Ste. 175 Beaverton, OR 97008 Reflected Ceiling Plan Project: Aspen Capital Tenant Improvement General Notes - Reflected Ceiling Plan Legend - Reflected Ceiling Plan Ke notes - 13190 SW 68th Parkway Y Tigard, OR 97223 A. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS NOTED OTHERWISE. 1. UNDERCOUNTER LED LINEAR LIGHT LOCATION B. THE REFLECTED CEILING PLAN REPRESENTS FIXTURE LOCATION, TYPE, 2. HIGH PERFORMANCE-NRC >/= 90 -ACOUSTICAL CEILING TILE AND SWITCHING FUNCTIONS ONLY. ALL REQUIRED ENGINEERING SHALL (E) 2'x4' CEILING GRID 3. NEW SUITE STANDARD EXIT SIGN. BE PROVIDED BY A STATE LICENSED ENGINEER, AND SHALL BE PA GYPSUM CEILING TO REMAIN. 4. 4-3/4" WIDE GYPSUM BOARD CEILING AT 8'-11" AFF PROVIDED ON A DESIGN BUILD BASIS. THE ARCHITECTURAL PATCH AS REQUIRED. 5. ELECTRICAL ROOM NO WORK DOCUMENTS ARE FOR CONFIGURATION PURPOSES ONLY, AND ARE NOT 6. NEW GYPSUM BOARD SOFFIT - MATCH EXISTING. INTENDED TO BE UTILIZED AS AN ENGINEERING DOCUMENT. ALL REQUIRED DESIGN-BUILD ENGINEERING SHALL BE THE RESPONSIBILITY NEW 2'x4' CEILING GRID OF THE CONTRACTOR. NEW GYPSUM CEILING/SOFFIT TO BE INSTALLED Sheet Title: C. EGRESS LIGHTING LOCATIONS ON ARCHITECTURAL REFLECTED CEILING TO MATCH EXISTING PLAN FOR REFERENCE. CONTRACTOR IS RESPONSIBLE FOR PROVIDING EGRESS ILLUMINATION TO MEET CODE. VERIFY WITH BUILDING MANAGEMENT'S EXISTING SYSTEM AND PROVIDE FULL COMPLIANCE. ® (E) 2' x 4' FLUORESCENT LAY IN FIXTURE ® RELOCATED 2' x 4' FLUORESCENT LAY IN FIXTURE Reflected D. CEILING/SOFFIT DIMENSIONED TO FACE OF FINISH U.O.N. W/PARABOLIC LENS. R W/PARABOLIC LENS. E. LIGHT FIXTURES TO BE CENTERED WITHIN CEILING TILE U.O.N. F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ® (E) 2' X 2' FLUORESCENT LAY IN FIXTURE ® RELOCATED 2' X 2' FLUORESCENT LAY IN Ceiling DUCTWORK, PLUMBING LINES AND SPRINKLER LINES TO INSURE INSTALLATION OF LIGHT FIXTURES SHOWN. CONTRACTOR SHALL NOTIFY W/PARABOLIC LENS. FIXTURE W/PARABOLIC LENS. Plan ARCHITECT OF ANY OBSTRUCTIONS PROHIBITING LIGHT FIXTURES FROM BEING INSTALLED AS SHOWN. (E) 2' x 4' LED LAY IN FIXTURE RELOCATED 2' x 4' LED LAY IN FIXTURE G. CONTRACTOR TO COORDINATE ACCESS PANEL SIZES AND LOCATIONS W/DIFFUSER LENS. W/DIFFUSER LENS. WITH ARCHITECT. H. PROVIDE OCCUPANCY SENSOR SWITCHES FOR ALL ENCLOSED ROOMS. OB (N) 4" DIA. LED DOWNLIGHT NEW 2' X 2' FLUORESCENT LAY IN FIXTURE I. LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS OVER 144 SQUARE e ® W/PARABOLIC LENS. MATCH EXISTING. FEET. (N) 4" DIA. LED DOWNLIGHT-WET LOCATION J. CEILINGS WITH INTERSTITIAL SPACES OF LESS THAN 12 INCHES TO FRAMING ARE NOT REQUIRED TO HAVE LATERAL FORCE BRACING. NEW PENDANT LIGHT - $200 ALLOWANCE � NEW LED SURFACE MOUNTED FIXTURE K. THE SUSPENDED CEILING GRID SHALL BE ATTACHED TO TWO ADJACENT WALLS. EACH. B L. FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET, A SEISMIC ------- LED UNDERCOUNTER LIGHTING SEPARATION JOINT SHALL BE PROVIDED. MINIMUM MOVEMENT REQUIRED ® (E) HVAC GRILLES - SHOWN FOR TO BE ACCOMMODATED AT SEISMIC JOINTS IS 3/4 OF AN INCH. REFERENCE ONLY o NEW LINEAR DIRECT/INDIRECT FIXTURE Revisions: M. EXISTING SUSPENDED CEILING GRID SYSTEM TO REMAIN U.O.N. o (E) HVAC LINEAR DIFFUSERS N. RELOCATE EXISTING HVAC OR SPRINKLER HEADS IMPEDING ON NEW SHOWN FOR REFERENCE ONLY WALL CONSTRUCTION. FOLLOW NECESSARY CODES AND REGULATIONS. 0. ELECTRICAL SUB-CONTRACTOR IS RESPONSIBLE FOR CONFIRMING NEW VANITY LIGHT-EUREKA F COUNTS OF EXISTING FIXTURES TO BE RELOCATED. E P. RESWITCH LIGHT FIXTURES AS REQUIRED AND/OR AS SHOWN ON REFLECTED CEILING PLAN. ® e s EXIT SIGNAGE P gScope of Work + (E) SPRINKLER HEAD-SHOWN FOR REFERENCE ONLY. 1. CLEAN UP AND RELAMP ALL EXISTING LIGHT FIXTURES. 2. REPLACE ANY DAMAGED, STAINED, AND/OR CUT CEILING TILES. EM EMERGENCY LIGHT CLEAN/REPAIR ANY DAMAGED CEILING GRID. 3. CLEAN, REPAIR OR REPLACE ALL HVAC SUPPLY AND RETURN GRILLES AS REQUIRED. E Date: 30 January 2020 8 Drawn by: Checked by: KT: SOH Job Number: 119080.03 Sheet Permit Submittal - January 2020 A4. 1 11 10 7 5 6 g „ (N, 4 9 9 PE 2 Toliet Accessory Schedule MILDREN (N) CR 2 " " KEY DESIGN NOTE SPECIFICATION# PRODUCT# PRODUCT DESCRIPTION D)N — o 4 A I 5 MANUAL SOAP DISPENSER- COUNTER MOUNTED -FOAM G ROU P \ 6 / TA-1 BOBRICK- 8-823 SOAP / m 39 242 �s o WOMEN'S RES M. / ARCHITECTURE I INTERIORS 3'-0" 3'-0' 3'-0' 3'-0" 5'-0" I 5 0" 3'-0' 3'-0" R A CLASSIC SERIES-PARTITION MOUNTED SEAT COVER AND 7650 SW Beveland Street,Suite 120 239 'S '� 2 TA-2 BOBRICK- B-3471 39 \ 7'-2" 2'412 " AP 7- T 71 TOILET TISSUE DISPENSER- SERVES TWO COMPARTMENTS Tigard,Oregon 97223-8692 _ P- TT T/7 7I F T/ T4 / / O 1503.244.0552 o �� I •14 „ I / / ! I / /SY4+ Oi/ // 8 3 TA-3 BOBRICK- 834715 CLASSIC SERIES -PARTITION MOUNTED SEAT COVER AND 6 TOILET TISSUE DISPENSER- SERVES ONE COMPARTMENT 3 -0 f' f' / 7 CLASSIC SERIES -PARTITION MOUNTED SEAT COVER, TOILET _i N) o ° 4 TA-4 BOBRICK- 8-3571 TISSUE DISPENSER, AND SANITARY NAPKIN DISPOSAL - �� �C ° ° (N SERVES TWO COMPARTMENTS �`�� Cji 18n n LCLASSIC SERIES - PARTITION MOUNTED SEAT COVER, TOILET TUAH 0. 1 UU> Ud Cn� 1 Jr TA-5 BOBRICK- 835715 TISSUE DISPENSER, AND SANITARY NAPKIN DISPOSAL - t....+ ,� 1 g SERVES ONE COMPARTMENT ° ° ° ° 6 TA-6 BOBRICK- B-6806-18" GRAB BARS- 1 1/2"DIAM- SATIN FINISH- 18"VERTICAL Norm Arlo, 68Lcor1 z36 T T 2 ��, r1�. ansa / / I/ / / 16 �//j �/// 7 TA-7 BOBRICK- B-6806-36" GRAB BARS- 1 1/2"DIAM- SATIN FINISH- 36"HORIZONTAL q� 0� 'RIFOF / A42 (f !// /1 8 TA-8 BOBRICK- B-6806-42" GRAB BARS- 1 1/2"DIAM- SATIN FINISH- 42"HORIZONTAL / I /j j�j j MEN'S RRESTRM / / // / / ' CLASSIC SERIES- RECESSED PAPER TOWER L// !/ �JJ ' 'J 9 TA-9 BOBR/CK- B-3944 B DiSPENSERIWASTE RECEPTACLE- 12 GAL. CAPACITY _ A \ A s I 10. NEW PRIVACY CURTAIN PROVIDED BY TENANT B I 11. NEW FLOOR DRAIN 3 EXISTING AREA TO MAINTAIN 11 10 Enlar ed Floor Plan- Restroom/Shower #2387239 2 Enlarged Floor Plan- Restroom #242 243 A5 1/4,.-1'-o„ FRAMELESS TEMPERED MIRROR FRAMELESS TEMPERED MIRROR FROM TOP OF BACKSPLASH TO FROM TOP OF BACKSPLASH TO 6j"± 7'-6" A.F.F. 6j"± 7'-6" A.F.F. EXISTING FIXTURES TO REMAIN �^ 6 3'-2" X-2" 6 VANITY LIGHT 6 3'-2" 3•-2" 6 VANITY LIGHT LINEAR DIRECT/ INDIRECT Landlord: WALL, TO RECEIVE NEW PAINT-____" AINT FIELD VERIFY FIELD VERIFY CENTERED VERTICALLY ON FIELD VERIFY FIELD VERIFY CENTERED VERTICALLY ON MIRROR FIXTURE®7'-6" A.F.F. MIRROR Pacific Northwest C.I Properties kA7.1 6600 SW 105th Ave., Ste. 175 Beaverton, OR 97008 00 7 16" A B A B Project: MIN. Aspen Capital 3 Toilet/Shower Room Elevation - Room 238 K4Toilet/Shower Room Elevation - Room 239 Tenant 1'-0" D Improvement d-To4Room EI"w "t tlon 1 - Room 117 - 1 d-T 1 Room llewtbn 1 - Roam 111 - 1 FRAMELESS TEMPERED MIRROR FRAMELESS TEMPERED FROM TOP OF BACKSPLASH TO MIRROR FROM TOP OF 13190 SW 68th Parkway BACKSPLASH TO 7'-6" A.F.F. 2'-3" 2'-3•' 7'-6" A.F.F. Tigard, OR 97223 LINEAR DIRECT/ INDIRECT 6^ 6^ 6�"t 6•• FIXTURE®7'-6" A.F.F. FIELD VERIFY FIELD IFY VANITY LIGHT VANITY LIGHT EXISTING FIXTURES TO REMAIN 6"t 6^ CENTERED VERTICALLY ON MIRROR CENTERED VERTICALLY FIELD VERIFY FIELD VERIFY WALL TO RECEIVE NEW PAINT ON 0 I Sheet Title: 11 1 \ �. \ Restrooms and It T-.1-T I Hr I Enlarged Plans a and Elevations 00 A B A B 5 Toilet Room Elevation - Room 242 s Toilet/Shower Room Elevation - Room 243 Revisions: X11=11 d-To9st Roam Elmttan 1 - Room 111 - 1 d-TnY"t Room El wtkn 1 - Roam 111 - 1 AN ENTRY OF 36" MINIMUM SHALL BE FP/ROVI 'ED 15"MAX HAND INCLUDING SHOWER SHOWER* IDENTIFICATION SYMBOLS FOR SANITARY DOOR MOUNTED - SIGNAGE 36" DOOR IF PROVIDED NTR LS FACILITIES ) z NOTE: PICTOGRAM AND/OR LETTERING ARE ,8 N � 60"MIN NOT REQUIRED ON DOOR-MOUNTED SIGNAGE X COAT HOOK o FULL WIDTH $ MEN WOMEN UNISE DOOR-MOUNTED SIGNAGE a� " WATER SUPPLY TOILET — 39 -41 WALL WALL CONTROL o Z FLUSH 6"M X AND VALVE 13}"MIN PARTITION 54"MIN z WALL MOUNTED SIGNAGE TO 5'-0" MAX DRAINPIPES \ z BE LOCATED ON LATCH SIDE AFF a � 12" 42"MIN 25" ' 36"MIN MAX 17 MIN R�mE o OF DOOR CLEAR OF ro 1 1/2"MI \ w DOOR-SWING x RESTROOM X 4'-0" MI MEN g 4"MA � QD 36„ X x xIt � � 42"G.B., w � x x LETTERS FF x v o Q Y Q n ❑ ¢ Q y z WALL - SIGNAGE z " ¢ ? z z x �* SIDEWALL I 1 1 ? z ¢ RAISED 1/32" ¢ 00 z 14 ? °' o m a v L HEIGHT OF o FULL WIDTH "1 o SHOWER SHOWER o O CONTROLS TO 1 i� N U a- LETTERING 5/8" 2020 m N o m BE ON OPEN p Imizi o ? tv o N S� /) CAI LSEAT yMIN TO 2"MAX. CIV �' ° SEAT ate: anuarSIDE 48•• Drawn by: Checked by: z KNEE CLEARANCE 12"MIN o11 °° CONTROL WALL BACK SEAT "MIN T.P.D. 7"-9' T.P.D. UPPERCASE SHOWERHEAD WALL WALL ACCESSIBLE ACCESSIBLE ACCESSIBLE ACCESSIBLE / SOH ACCESSIBLE 6"MAX 11"MIN URINAL TOILET STALL 42"MAX DRINKING FOUNTAIN WORKSPACE N CHARACTERS SHOWER TO BE FLUSH WITH ADJACENT VALVE WALL-HUNG LAVATORY CORRESPONDING WALL TO PROVIDE CLEAR FLOOR SPACE TOE CLEAR *OR T.O. COUNTER, 16 '-18"MAX GRADE 2 & BRAILLE STANDARD TRANSFER Job Number: 119080.03 WHICHEVER IS SHOWER Sheet HIGHER (�f) Typiqal Restroom Mounting Height s Shower Detail 3/8" = V-0" 3/8" = V-O" �IM.11T.1Mao�a P IMAI1T.lbat ON Permit Submittal - January 2020 A5 MILDREN M D)N M(D)M M DESIGN (D)N ( )N (D)N I I D (D GROUP ARCHITECTURE I INTERIORS 7650 SW Beveland Street,Suite 120 Tigard,Oregon 97223-8692 O 1503.244.0552 I I ALIGN NEW WALL WITH COLUMN A �4 ,tD ARC�� FURRING 6B c; MAH 0. 1111, I t...�►w e REF. I 18'-6" olzllnull, olz col r 7 EQ. 110. 4768 O R OF 0��� N — R I - - - - -d A7., , - d ' REF. I ' I - � F I F - - - -I pr -1 I I I FR. I kII - d Fr r I �F N) i (N FINISHED EN cJ 3 5 °p r.�.. - - - - - - PANEL ® A7.1 I I F � COPIER ( O 5'-0" 11'-4" A 9'-9" B 16'-4 112" C CLR 8 EQ. 7 EQ. 12 EQ. Enlar ed Floor Plan - Lunch Room 216 2 Work Copy Elevation - Room 206 �.�., 12'-6". 9'-24" 2'-0" EQ 2'-0" EQ 2'-0" j EQ 11'-9 112" 6 EQ. CLR. CLR. CLR. 9 EQ. Landlord: Pacif is 6 6 6 Northwest A7.1 A7.1 A7.1 A7.1 _ _ _ _ _ Properties 00 1- - -n __ __ F- _ _ rONI _NICROI I INICROI I I " - _ _ _ _ - _ _ - LIGN 11'-6„ 2 COFFEE COFFEE o FINISHED _ _ _ I/W COFFEE � SCRIBE/CAULK Beaverton, Ave., Ste. 175 4 F 3 o 3 e yVF�� 9 OR 97008 A7.7 NJ A7.7 © A7.1 © "cV �t A7.1 END n i n © INISH A7.7 WALL COUNTER 70 2 3 1 A7.t A7.7 EXPOSED FINISHED END EDGES INISHED END T\�Ps PANEL PROVI / - FRI SCHEDULED BASE / / _ _ _ _ - _ _ _ _ _ - _ _ _ _ _ _ _ = OW = _ _ = O BRACKETS SCHEDULED \ / - " " " AS REQ'Dz 1Z BASE v 1'-10 EQ 11'-6" EQ. 3'-0" 2'-0" 3'-0" EQ. Project: 3'-0" CLR. 6' 3'-0' CLR. A CLR CLR B Aspen 4 EQ. 8 EQ. 3 Coffee Bar - Room 233 4 Mother's - Room 232 5 Lunch Room Elevation - Room 216 s Lunch Room Elevation - Room 216 Capital A6 )6„_1'—O" A6 %"=1'—O' A6 X,.=1'—O" A6 %"=I'—O„ �� �dn W.n Tenant Improvement TYP DOOR OFFSET AT PERPENDICULAR WALL 13190 SW 68th Parkway Tigard, OR 97223 I I I I I 14 / I GENERAL NOTES: I 1. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE ENDS OF THE GRAB BAR SHALL BE 1 1/2" MIN. I I / THERMOSTAT THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS Sheet title: I I ANSI TABLE 603.6 MAXIMUM REACH DEPTH AND ABOVE THE GRAB BAR SHALL BE 12" MIN. I I / 2. OPERABLE PARTS SHALL BE OPERATED WITH ONE HAND AND SHALL I I SWITCH GANG MAXIMUM 0.5 INCH 2 INCH 5 INCH 6 INCH 9 INCH 11 INCH NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE REACH DEPTH (13 MM) (51 MM) (125 MM) (150 MM) (230 MM) (280 MM) WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL I I / 4 � MAXIMUM 48 INCHES 46 INCHES 42 INCHES 40 INCHES 36 INCHES 34 INCHES BE 5.0 POUNDS (22.2 N) MAXIMUM. Elevations uu REACH (1170 MM) (1065 MM) (1015 MM) (915 MM) (865 MM) 3. THESE PICTOGRAPHS DO NOT DESCRIBE ALL CONDITIONS WHICH MAY HEIGHT (1220 MM) BE ENCOUNTERED IN THE FIELD. VERIFY QUESTIONS WITH ARCHITECT I I 20" M X 0"-25" VAX F SIDE REACH \ = Q w L ~ LO 0 \ V w \ cc G — " oa a a O .J X < x < "' z v 10" Revisions: MAX MA MA UNDERCUT DOOR AS REQUIRED TO CLEAR FLOOR FINISH Standard Mounting Hei hts r8BuildingClearances A P4"- R - '6 a6.J�9 P.We A117.1 Chest A--N far Mot MWr romb v )W f? e a a s 4 P Y Date: 30 January 2020 Drawn by: Checked by: s SOH Job Number: 119080.03 Sheet Permit Submittal - January 2020 A6 WHERE TOP OF WALL TO STRUCTURE (1) 20 GA. 3%" NOMINAL METAL ABOVE IS LESS THAN 5'-9" PROVIDE STUD BRACING TO STRUCTURE (1) BRACE AT 8'-0" 0/C TO ONE WITH (2) #8 SHEV METAL ILDREN SIDE ONLY, STAGG SIDES. WHERE SCREWS ATE END; PROVIDE 25 GAUGE 3%" MTL STUD TO DESIGN - DOUBLE ST BRACE WHEN � STRUCTURE AT 8' 0/C WITH DISTANCE IS GREATER N 5'-9", GROUP PROVIDE BRACES EACH DI EC ON AT DISTANC 0 STRUCTURE ABOVE 16 GAUGE CLIP ANGLE 2 x 6" IS GRE ER THAN 5'-9". BRACING j 2 x 3" WITH (2) #8 SHEET 8'-0 0/C \ j ONE LAYER (E) TYPE X GYPSUM \ 450 TO PROVIDED WHERE DISTANCE METAL SCREWS AT EACH WALLBOARD. VERIFY CONDITIONS. ARCHITECTURE I INTERIORS / BE WEEN PERPENDICULAR \ END. BRACING TO BE 7650 SW t3eveland Street,$llte 120 I/ \ \ TERSECTING WALLS OR \ PROVIDED WHERE DISTANCE TigaN,Oregon 97223-8692 \ 45 01503.244.0552 \ HORIZONTAL BRACING BETWEEN BETWEEN PERPENDICULAR BASE LAYER 5/8" TYPE X GYPSUM \\ \ WALLS EXCEEDS 8'-0" (DO NOT + + INTERSECTING WALLS OR WALL BOARD APPLIED PARALLEL TO f f BASE LAYER TYPE X GYPSUM EACH SIDE OF 2-1 2" STEEL SUSPENDED CEILING WHERE �i EXTEND BRACING INTO EXPOSED HORIZONTAL BRACING BE- t1� / STRUCTURE AREAS) TWEEN WALLS EXCEEDS 8'-0' WALL BOARD APPLIED PARALLEL TO STUDS AT 24" O.C. WITH 1" TYPE - - OCCURS EACH SIDE OF 2-1/2" STEEL S DRYWALL SCREWS AT 24" O.C. ED SUSPENDED CEILING STUDS AT 24" O.C. WITH 1" TYPE SECOND LAYER 5/8" TYPE X �C�f L 11#2" X 11#2" X 16 GA X 3" S DRYWALL SCREWS AT 24"FACE LAYER " TYPE X GYPSUM O.C. GYPSUM WALLBOARD APPLIED PARALLEL TO EACH WIDE WITH 1� 0.. 1 W/ (4) #8 SCREWS EACH SIDE SUSPENDED CEILING A) 1 uU CASING BEAD USG 200-A s ., WALLBOARD APPLIED PARALLEL TO 1-5/8" TYPE S DRYWALL SCREWS ��,, /e GYPSUM BOARD EACH EACH WIDE WITH 1-5/8" TYPE S AT 12" O.C. FACE LAYER J" TYPE X PORTIAM) OWCOl ATTACH STUD TRACK TO BRACING SIDE SECURE TO STUDS DRYWALL SCREWS AT 12" O.C. GYPSUM WALLBOARD APPLIED METAL JOIST - SEE THROUGH OVERSIZED HOLE IN GRID OFFICE OFFICE WITH TYPE 'S' SCREWS AT JOINTS STAGGERED 24" EACH PARALLEL OR AT RIGHT ANGLES TO ,' t1o. 442684 4:Z5 STRUCT5/8" GYPSUM BOARD EACH SIDE SOUND ATTENUATION BATT SOUND ATTENUATIONBATT DRYWALL SCREWS 8" OC AT %" GYPUBDL 5 - 7 O/C LAYER D 1 / P FASTEN TO O E S 14 FOR STUD CURE TO STUDS WITH TYPE 'S' INSULATION INSULATION. VERTICAL JOINTS AND IN THE FIELD STUDS AND JOISTS WITH A7 CHART S EWS AT 5" - 7" 0/C WHEN APPLIED AT RIGHT ANGLES TYPE "S" SCREWS AT 8" 0/C TO FRAMING. HORIZONTAL JOINTS SCH ULED BASE OFFSET MINIMUM 6" BETWEEN AT PANEL EDGES AND 12" POWER CTUATED FASTENERS: 14 FOR STUD PER UL: 9-7-64 LAYERS. VERTICAL JOINTS 0/C AT INTERIOR SUPPORTS •0.145"0 J" MIN. EMBED AT A7 CHART STAGGERED 24" EACH LAYER AND 'Z��� 12" 0/C SIDE. 1-1/2 LL TO 22'-0" POWER-ACTUATED FASTENERS: %" WATER RESISTANT, •0.145"0 x IN. EMBED AT •0.145"0 x J" MIN. EMBED AT SOUND ATTENUATION BATTGYPSUM 6" 0/C, WALL ALLER THAN 4" RUBBER BASE. 12" 0/C WALL TO 22'-0" INSULATION. ROOM SIDEBOARD AT TOILET 22'-0„ TYPICAL •0.145"0 x J" MIN. EMBED AT PER UL: R14196(R2717) 35/3" 25 GA STUD AT 24" A _ t ,✓ V�' 6" 0/C, WALL TALLER THAN N D It �'' � 0/C TYPICAL, 20 GA A7 � p `i �^ l b�D' 22 -0 TOILET ROOM 16" 0/C WHEN SUPPORTING ` 1 Wall to Suspended Ceilin 2 Non-bearing Partition Wall 3 2-Hour Fire Rated Partition 4 2-Hour Fire Rated Partition InExisting Wall WATER HEATER g g Wall Type A/B A� 9 Type C A7 �..-._�__M„--_ - __- - A� �_�,_�._ -..-.-- __� Type F Non–becei podiflon well to bottom of SAT rolling db or l Wo d-Wall Through Grid D e D Type E yp R-11 BATT INSUL AT TOILET ROOM WALLS AND CEILING FLOOR OR ROOF STRUCTURE6” RUBBER BASE TWO(2) MAIN RUNNER /� 7W0 FIXTURES HANGING 11 TIE ENDS OF MEMBERS TO LIGHT CLIPS AT \ WIRES AT OPPOSITE POWER-ACTUATED FASTENERS: A7 PREVENT SPREADING OPPOSITE CORNERS CORNERS SECURED 4" RUBBER BASE •0.145"0 x J" MIN. EMBED AT TO STRUCTURE 12" 0/C WALL TO 22'-0" ADDITIONAL HANGERS AT ALL 8 13 MEMBERS WITHIN 8" OF •6" O/0 x MIN. EMBED AT q7 q7 6" 0/C, WALL TALLER THAN PERIMETER 22 -0 VERTICAL BRACING AT 12'-0" 0/C EACH WAY - SEE TABLE / BELOW PROVIDE COUNTER SLOPE COMPRESSION POST 5 Toilet Room Wall Section HANGERS IF HANGER IS MORE 1 THAN 1:6 OUT OF PLUMB AT 12' O.C. EACH WAY 12" MAX A7 3"=I'-O" 0" I —J SECURE ALL HANGERS TO c-r4 Type D 1 D BUILDING STRUCTURE. TRAPEZE DUCT WORK AND OTHER LARGE 20 GAUGE MIN wi OBSTRUCTIONS PER SMACNA J _ 9 MAIN RUNNER qq 8" MAX. Landlord: 6 - MAINTAIN CLEARANCE BETWEEN „ 12 GRID AND ALL EQUIPMENT w w. POP-RIVET THIS SIDE ONLY q� q7 HEAVY-DUTY MAIN RUNNERS N Pacific 10 AT 4' O/C SUPPORT WITH 7816 - 6" jCIA MOLDING q� #12 WIRE AT 4' 0/C OR WITH HANGER WIRE AT 45 L 2x2xl8 GAUGE x 14" Northwest #10 WIRE AT 5' ON CENTER DEGREES FOUR WAYS WITH (4) #10 SMS. EACH WAY AT 3/4" O/C. (3) AT Properties LATERAL BRACING AT 12' 0/C _ 0 0 0 0 0 0 e- 0 0 0 0 0 EACH WAY. MAIN RUNNER TO SAFETY WIRE ATTACHED TO 1� EACH LOW FLUTE ��_�a�e�'� e�'� e eP aememe�e�a�e� MEMBER LMAX SHAPE SUSPENDED CEILING TO STRUCTURE BEGIN BRACING CEILING FIXTURE HOUSING I -------------------------- 2" -------------------------- CONFORM TO OSSC RULING WITHIN 6' OF PERIMETER AND WRAPPED AROUND FIXTURE CROSS RUNNER - "0 EMT 5 -10 o FOR 2019 OSSC SEE 2" FROM CROSS MEMBER HANGING WIRE MIN. FOUR TIMES. 6600 SW 105th Ave., Ste. 175 "0 EMT 7'-8" o GENERAL NOTES FOR SECURE AT DIAGONAL NOTE: 12 GAUGE SEISMIC WIRES TYPICAL 1"0 EMT 9'-9" o SUSPENDED CEILING NOTE: MAIN AND CROSS CORNERS NOT CONTAINING REQUIREMENTS ARE FOR LIGHT FIXTURES CHANNEL MOLDING Beaverton, OR 97008 350 5125-33 7'-8" C ALL CONNECTION DEVICES TO MEMBERS CAN ONLY BE MAIN RUNNER LIGHT CLIP WEIGHING 56LB OR LESS. 350 S162-33 (2) 10'-0" C BE OF AN APPROVED TYPE CONNECTED TO WALL LIGHT FIXTURES WEIGHING MORE THAN 350 5162-33 (2) 13'-4" 1 AND HAVE A 100# RATED ANGLES AT TWO (2) 56LBS TO BE INDEPENDENTLY 350 S162-33 © CAPABILITY. ADJACENT WALLS SUPPORTED FROM STRUCTURE. s Suspended Ceiling Section Recessed Light Fixture Brace $ Seismic Splay Wires at Metal Decking 9 Seismic Se aration Joint Suspended Ceiling Section without seismic pint—rl a] Seismic Splay Niro of Metal Deckmg Seismic Separation Joint Project: 12" MAX Aspen i l 8" i 20 GAUGE MIN q" CLR TYPICAL HANGER WIRE #12 i Capital AT 4' O/C OR #10 AT 5' " O/C WITH MIN. (3) TIGHT A 12" MAX Tenant TURNS WITHIN 3" re e WIRE INSIDE MAY BE 20 GAUGE MIN Improvement i SUSPENDED CEILING - SEE • OFFSET 2" OUTSIDE REFLECTED CEILING PLAN I I VERTICAL BRACE MEMBER 13190 SW 68th Parkway A I L 2x2x18 GAUGE x 14" Tigard, OR 97223 WITH (4) #10 SMS. (2) EMT PER TABLE 1616" O/C STUD CHART: CHART: Ill RUNNER FREE TO SLIDE ON I AT EACH LOW FLUTE i • 800 S 162-43 TO 42'-10" 2" MIN. • CEILING SYSTEM'S ATTACHMENT CLIP 600 S 162-33 TO 30'-9" I III _ III N 24" 0/C STUD CHART: III • 362 S 125-18 TO 9'-3" CEILING SYSTEM ANGLE MOLDING I L 2x2x 18 GAUGE x 14" 362 S 137-33 TO 17'-6" FREE EDGEWITH (4) #10 SMS. • 400 S 162-33 TO 19'-10" I i 1h 600 S 162-33 TO 25'-1" Sheet Title: (3) TIGHT TURNS MIN • 800 S 162-43 TO 34'-11" 8" I ' L 2x2x18 GAUGE x 14" NOTES: Details NOTCH EMT FLATTEN • SEE A/E FOR ALTERNATE SIZES TYPICAL HANGER WIRE #12 EMT AND FASTEN TO NOTCH END OF EMT • ALLOWABLE HEIGHTS BASED ON 5 PSF LATERAL LOAD, AT 4' O/C OR #10 AT 5' ANGLE WITH (2) #10 12 GAUGE AT 4' 0/C 1/120 DEFLECTION, NON-COMPOSITE, FULLY BRACED 0/C WITH MIN. (3) TIGHT SMS OR 10 GAUGE AT 5' O/C CONDITION. SEE DETAILS FOR FULLY BRACED TURNS WITHIN 3" • VALUES BASED ON AISI 5100-07 WITH SUPPLEMENT HEAVY-DUTY MAIN RUNNER ,ti S2-10 AS REFERENCED BY 2014 IBC • STUDS AS MANUFACTURED BY SCAFCO STEEL STUD SUSPENDED CEILING - SEE COMPANY OR APPROVED EQUAL 7�\\ REFLECTED CEILING PLAN 11 EMT Brace at Metal Decking 12 EMT Conduit Brace at Hanger Wire '13' Haniger Wire at Metal Decking 14 Stud Height Chart 2" MIN. 3,.=1'-0" 3„=1'-O” A7 3"=1'-O" INDUSTRY STANDARD POP RIVET EMT Brace at Metai Decking EMT �,ondl It Brace at Han -er Wire Manger we at MeMeddDecking A� stud NMgbt Chart OR CEILING SYSTEM ATTACHMENT CLIP IN FIXED POSITION ATTACHED EDGE 10Ceiliniq Section at Ede Revisions: 3"=1'-0" Cel- Section of Edge SEE PLAN FOR WALL TYPE IRE EXTINGUISHER CABINET g FIRE EXT NGUISHER CABINET, 8 e 'e g� 8 S xa Date: 30 January 2020 v g Drawn by: Checked by: s SOH Job Number: 119080.03 15 Fire Extinguisher Cabinet Sheet A7 !611 = 1'-0„ d-15000-FireExtinguisherCabinet-2 Permit Submittal - January 2020 A7 2'-0" MIRROR 2'-1" ILDREN " PLYWOOD WITH PLASTIC LAMINATE. ATTACH TODESIGN STUDS WITH (2) 2 TYPE SCHEDULED COUNTERTOP AND 2'—1 2'—1 2 -1 "r 2'—p" S BUGLE HEAD SCREWS, SPLASH GROUP L r: `� COUNTERSUNK. SET IN SCHEDULED SCHEDULED SCHEDULED SEALANT BED COUNTERTOP AND COUNTERTOP AND COUNTERTOP AND ARCHITECTURE I INTERIORS SPLASH SPLASH SPLASH 7650 SW Beveland Street,Suite 120 F is W i I IXED PANEL Tigard,Oregon 97223-8692 O 1503.244.0552 F– + I 0 NOTE: HIGH DENSITY PARTICLE 2 x 4 AT PERIMETER AND ~ - r - -- - - - - BOARD MAY BE SUBSTITUTED p a w FLAT BAR SUPPORT Z T - PULLS AS w PULLS AS SHIM CABINET _ AS SCHEDULED BOX AS REQUIRED FOR PLYWOOD UPON p + ARCHITECT'S REVIEW / �" PLYWOOD WITH PLASTIC I I / w Q 3" 1� LAMINATE AT COUNTER p _ I I D a Z - 1 1 I BOX AS REQUIRED o � ¢ - 4 � � � i TOP AND EDGE. ATTACH I I ' PLYWOOD WITH PLASTIC SHIM CABINET o SHIM CABINET � ,1� / BOX AS REQUIRED w CN / TO SUPPORT W/ #10 x 2" a X LAMINATE AT COUNTER TOP ° j = ° ° uAPI 0. Luu a PULLS AS SCHEDULED o a Z AND EDGE. ATTACH TO ° CN / SCREWS AT 6" O/C , Mi g a t _� w U) ADJUSTABLE SHELF <* o U a �.ww / SUPPORT W/ #10 x 2" ° ° x ° ° I o_ POINFIAtto, ORI C011 N Y / COUNTERSUNK in o Z ¢ SCREWS AT 6" O/C , ° ° ADJUSTABLE SHELF p ¢ ° ° N I �� rlo 426H if) / N (2) 2J" TYPE S BUGLE _CqZ / `fin COUNTERSUNK ° ° ¢ w = ° ° p : + HEAD SCREWS AT EACH N / OF Og V) ° ° w a 6" 10" 8" STUD w iv = z INSULATE PIPES (PLASTIC p �J INSULATE PIPES ° ° < ° ° p ° o p LAMINATE OR S.S. a 6" 10" 8" MELAMINE INTERIOR ° MELAMINE INTERIOR °' ENCLOSURE AT � CONTRACTORS OPTION) p BASE CABINET AT ~ ACCESSIBLE PORTION 4" FLAT BAR WITH 1/4 "0 ONLY FLOOR STRUCTURE x"24 " LAG SCREWS TO 2 x 4 AT 32" 0/C FLOOR STRUCTURE 3" BASE — SEE FINISH SCHEDULE 3" BASE — SEE FINISH SCHEDULE 3" BASE — SEE FINISH SCHEDULE NOTE: WHERE END OF COUNTER INTERSECTS STUD WALL, INSTALL BLOCKING AND TOE KICK ATTACHED TO SCRIBE TO FLOOR SCRIBE TO FLOOR SCRIBE TO FLOOR SECURE COUNTER SUPPORT TO BLOCKING AND/OR STUDS WITH (2) 2}" TYPE S BUGLE DOOR. CHAMFER AT CENTER HEAD SCREWS AT 12" 0/C MAX. PROVIDE (6) SCREWS MINIMUM Lavator Counter Section 2 Cabinet Base at Sink 3 Base Cabinet Section- (1) Drawer 4 Base Cabinet wtih Drawer Section 5 Base Cabinet Section 71 ewtorl counter section with drain bonier panel �� 19a4—r2l 1X11=11-011 �'� d-6410-1—casework—base—cabinet 1X11=11-01, �~�'� d—"10- —bass cpbm.t wim draww �� d-6410-1—casework—base—cabinet 2'-0 ,. J" PLYWOOD WITH PLASTIC LAMINATE AT COUNTER TOP AND EDGE. CONTINUOUS ° FRENCH CLEAT CONTINUOUS ° CONTINUOUS MOUNTS TO IN— FRENCH CLEAT ° ° FRENCH CLEAT WALL BLOCKING. ° MOUNTS TO IN— MOUNTS TO IN— I WALL BLOCKING. WALL BLOCKING. 2'-0" CLR. MELAMINE INTERIOR LEDGER AT WALL o e a o PULLS AS SCHEDULED 2 ADJUSTABLE ° ° ADJUSTABLE CHAMFERE SHELVES a ° SHELVES CORNER 00 00 i Landlord: ° ----------------------- 00 i LINE OF CAB PROVIDE EQUALLY SPACED 4 ° e w i N ABOVEo SUPPORTS AS REQ'D Pacific ° o I — — — — — — — — — _JT I P—LAM INTERIOR MICROWAVE 00 I i Northwest P—LAM INTERIOR I MICROWAVE ° 4" RAIL AT BOTTOM 4" RAIL AT BOTTOM ! i ii Properties ° OF CABINET OF CABINET i I I I I I I NN t'YQ I I I I ---------------- ------ Mill L J 6600 SW 105th Ave., Ste. 175 1'-0" 1'-0" 1 _8° PLAN VIEW Beaverton, OR 97008 CLEAR N UNDERCOUNTER CLEAR UNDERCOUNTER CUR. 1 LIGHT 1 LIGHT 1 s Upper Cabinet with Door ( 7'� Upper Cabinet - Open s Upper Cabinet w/O en Microwave Shelf s Lavatory Counter Section 71 1j6"=1'-0" 1X 1'-0'• 136"=1'-0' 1�"=1'—o" d-6410—casework—upper cabinet �'l d-6410—casework—upper cabinet 'Al d-6410—casework—upper cabinet ~� 1°wtwy countw section with dram bonier pond Project: Aspen Capital CUSTOM FABRICATED CASEWORK INFORMATION: DRAWER GLIDES: — GALVANIZED STEEL CONSTRUCTION, BALL CABINET BODY. BEARINGS SEPARATING TRACKS errant J" MDF UNLESS NOTED AS PLYWOOD ON DETAIL — ACCURIDE, MODEL 3832 — 100LB OR EQUIVALENT WITH PLASTIC LAMINATE FINISHED PANELS, FACE Improvement AND EDGES PULL OUT WASTE BINS HARDWARE: — 4" MDF BACK WITH MELAMINE — HAFELE, EURO CARGO 502.73.922 WITH (2) TWO MELAMINE FIXED BOTTOM SHELF 35 LITER BINS OR APPROVED EQUAL. MILLWORKER SW 68th Parkway Tigard, TO VERIFY CABINET CLEAR DIMENSIONS MEET Tigard, OR 97223 ADJUSTABLE SHELVES: HARDWARE REQUIREMENTS J'• MDF WITH MELAMINE WITH MATCHING EDGE BANDING AT FRONT EDGE SHELF RESTS: PROVIDE (4) MTL SUPPORT CLIPS PER SHELF AND — AND VOGT MANF. CO., MODEL NO. 346 SHELF MOUNTING HOLES AT 32 MM O.C. IN END PANELS SHELF SUPPORT PINS — FINISH: ANOCHROME DRAWERS: DOOR STOPS: }" MDF WITH MELAMINE SIDES, BACK AND FRONT — AT END CABINET UNITS PROVIDE NYLON CORD AT Sheet Title: WITH MATCHING EDGE BANDING TOP OF INSIDE CABINET DOORS THAT IS — MATCHING BOTTOM, TYPICAL ATTACHED TO BOTTOM OF THE CABINET TO Details PREVENT DOOR / DOOR HANDLE FROM HITTING DOOR AND DRAWER FACE: ADJACENT WALL — J•' MDF WITH PLASTIC LAMINATE FACE AND BACK WITH MATCHING EDGE BANDING MISC. BRACKETS: — WALL MOUNTED MILLWORK: HAFELE HEBCO, (LOAD HINGE: CAPACITY 1100 LBS. PER PAIR), 287.45.459 — BLUM FULL OVERLAY, 120 DEGREES — FINISH: GRAY PRIMED STEEL — FINISH: NICKEL PLATED BACKSPLASH AND COUNTERTOP PER FINISH SCHEDULE PULLS: — 4" WIRE PULL *ALL CASEWORK AND MILLWORK SHALL BE — FINISH: POLISHED CHROME CONSTRUCTED TO AWI PREMIUM STANDARDS UNLESS NOTED OTHERWISE* io Casework Specifications Schedule 71 N.T.S. d—coseworkconsctructioninformation—1 Revisions: a t 4 F P 2 d gS 8 i Date: 30 January 2020 Drawn by: Checked by: SOH Job Number: 119080.03 Sheet Permit Submittal - January 2020 A7. 1