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Plans (26) BUP2020 -00178 OFFICE COPY OFFICE COPY RECEIVED MILDREN QUL 28 25 DESIGN D D o D CITY OF TIGARD IGROUPsp BUILDING DIVISION (ac U ARCHITECTURE I INTERIORS 7650 SW Beveland Street,Suite 120 Tigard,Oregon 97223-8692 O O coo ��y90 0o O -r 9OS 00000 01503.244.0552 10010 000 h � 0 � ARC GENERAL NOTES FIRE LIFE SAFETY PLAN BUILDING SUMMARY DRAWING INDEX-ARCHITECTURAL �4`�`� D t HJAC J Q. Lll � a BASED ON 2018 INTERNATIONAL BUILDING CODE AND 2019 OREGON STRUCTURAL AND SPECIALTY CODE AO COVER SHEET AND FIRE LIFE SAFETY PLAN y`"w CODE INFORMATION • 1. MAINTAIN 100% COVERAGE FROM EXISTING FIRE SPRINKLER AND SMOKE & FIRE ALARM AMENDMENTS Al DEMOLITION AND FLOOR PLAN �otlltANo, olzE-corsIJo. 4288 SYSTEM PER FMO. A2 ELEVATIONS AND DETAILS Q 2. EXIT SIGN, EMERGENCY ILLUMINATION, SPRINKLERS, SMOKE DETECTION, FIRE DETECTORS, ALL CONSTRUCTION TYPE III-B �� 1� FIRE ALARM COMMUNICATION DEVICES AND ALL OTHER REQUIREMENTS TO CONFORMQF O PERTINENT BUILDING, FIRE AND LIFE SAFETY CODES. 3. FIRE EXTINGUISHERS FINAL LOCATIONS TO BE APPROVED BY THE FIRE MARSHAL. FIRE BUILDING HEIGHT: 2 STORY EXTINGUISHERS TO BE LOCATED IN ACCESSIBLE LOCATIONS, IN PLAIN VIEW WITH A MAXIMUM PATH OF TRAVEL OF 75 FEET AND MAXIMUM FLOOR AREA AS FOLLOWS: BUILDING SIZE: 56.127 SF. • LIGHT HAZARD OCCUPANCY - 1 PER 3,000 S.F. • ORDINARY HAZARD OCCUPANCY - 1 PER 1,500 S.F. G H /� K BUILDING OCCUPANCY: B • EXTRA HAZARD OCCUPANCY - 1 PER 1,000 S.F. Y Y BARRIER REMOVAL IMPROVEMENT 4. PROVIDE A SIGN READING "THIS DOOR SHALL REMAIN UNLOCKED WHEN BUILDING IS TENANT IMPROVEMENT SQUARE FOOTAGE: 7,608 SF OCCUPIED" AS DESIGNATED OR REQUIRED BY CODE OR BUILDING OFFICIALS. 6 5. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OFOCCUPANT LOAD FOR TENANT IMPROVEMENT: 91 PERSONS PLAN(PER 2017 ORS 447.2.41) BEARING WALLS ARE REQUIRED TO HAVE A FIRE-RESISTIVE RATING. WALLS REQUIRING 97�5 ,25 PROTECTED OPENINGS SHOULD BE PROTECTED WITH THROUGH PENETRATION FIRE STOPS za &CGTS1 /+50652` FIRE PROTECTION: BUILDING EQUIPPED WITH AN AUTOMATIC PER BUILDING AND FIRE CODE. 2805 S.F. B:EAT51 FIRE PROTECTION SYSTEM IN ACCORDANCE its- 1 IN CHOOSING WHICH ACCESSIBLE ELEMENTS TO PROVIDE UNDER THIS B:Ex,TS1 0 - 5 WITH O.S.S.C. 903.3.1.1 CONTRACTOR INFORMATION SECTION, PRIORITY SHALL BE GIVEN TO THOSE ELEMENTS THAT WILL / 1. CONTRACTOR SHALL MAKE EVERY EFFORT r0 HAVE A FULL UNDERSTANDING OF SPECIFIC PROVIDE THE GREATEST ACCESS. ELEMENTS SHALL BE PROVIDED IN POLICIES OF PROPERTY MANAGEMENT FOR COMPLETING WORK AT THE PROPERTY. ALL \ ! ' THE FOLLOWING ORDER: WORK SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, LAWS, RULES AND ' REGULATIONS HAVING JURISDICTION. CONTRACTOR RESPONSIBLE FOR INSPECTIONS OF 116.3/IW2 S.F. 1. PARKING: 1183- , PROJECT SITE COMPLIES B:EX,TS1 WORK. CONTRACTOR SHALL OBTAIN A PERMANENT CERTIFICATE OF OCCUPANCY PRIOR TO Client: +3, TENANT MOVE IN. " 2. ACCESSIBLE ENTRANCE ES 2. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, 8425_3 SF} 3.' 27 Legend Fire / Life Safety Plan ACCEOSSIBLEJECT SROUTITE OMPOLITHE ALTERED AREA Pacific CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE B:EXRB, , ��ISF. CONSTRUCTION. DO NOT SCALE DRAWINGS, REQUEST DIMENSIONS FROM ARCHITECT. I ® -- BE%TSI a. PROJECT SITE COMPLIES 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN 4. LEAST ONE ACCESSIBLE RESTROOM FOR EACH SEX OR SI NW ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND ORDINANCES. 4 SINGLE UNISEX RESTROOM 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING ADEQUATE PRECAUTIONS TO ' 116 ' 2BI - EGRESS PATH-PROVIDE CODE MINIMUM LEVEL OF LIGHT ALONG PATH PER PROJECT SITE COMPLIES PROTECT BUILDING OCCUPANTS, MATERIALS, AND EXISTING FINISHES THROUGHOUT ALL ® 11&32S.F SECTION 2702.02.13 AND SECTION 1008. Properties 1155 OF ' &EMTS 1 PHASES OF CONSTRUCTION. NOISE, SECURITY AND DUST BARRIERS BETWEEN S ` B:EMTS I CONSTRUCTION AREAS AND OCCUPIED OR PUBLIC AREAS SHALL BE MAINTAINED BY 279.°7 S.F. CONTRACTOR. TEMPORARY STRUCTURES WHICH REQUIRE TEMPORARY ENCLOSURES (E.G. eMrs i ' — DUST BARRIERS) TO BE CONSTRUCTED USING NONCOMBUSTIBLE, FLAME-RESISTANT, ETC. 83 ® EXIT LIGHT AC WITH BATTERY BACK-UP; DIRECTIONAL ARROW UNITS WHERE MATERIALS. THE USE OF POLYPROPYLENE PLASTIC OR SIMILAR COMBUSTIBLE MATERIALS 8 „� - „B 32 S.F. 3 LINE OF SIGHT r0 NEAREST EXIT IS OBSCURED. 6600 SW 105th Ave (PLYWOOD, ETC.) r0 ENCLOSE DEMOLITION WORK IS NOT PERMITTED BY THIS SECTION. _ 12041AW6+F2 " ° - �- B:EBS , DEFERRED SUBMITTALS 5. THE CONTRACTOR SHALL WARRANTEE ALL PARTS, LABOR, EQUIPMENT, AND MATERIALS BE10i51 Beaverton, OR B:EX+TS 1 � ft* �'��i�7J PROVIDED UNDER THIS CONTRACT FOR A PERIOD OF ONE (1) YEAR UPON COMPLETION OF 19 J WHEELCHAIR SPACE/ 30"X48" CLEAR FLOOR SPACE CONTRACT. 115.25 Sr i+W- , - ELECTRICAL Project: 6. CONTRACTOR INITIATED CHANGES AND SUBSTITUTIONS TO BE SUBMITTED IN WRITING FOR B:Ewrs 1 ' a 1<7.e, SF. 513D /190- , INTERIOR LIGHTING COMPLIANCE APPROVAL TO ARCHITECT FOR APPROVAL PRIOR TO PROCUREMENT, FABRICATION OR ' B:Ew S , CONSTRUCTION. CHANGES ON SHOP DRAWINGS DO NOT SATISFY THIS REQUIREMENT. 20 ' FC(N) 5'-0" DIAMETER WHEELCHAIR TURN-AROUND AREA MECHANICAL Speculative 7. ALL DELEGATED DESIGN ITEMS TO BE SUBMITTED TO AND APPROVED BY THE ARCHITECT _ i/ PLUMBING PRIOR TO SUBMITTING FOR PERMIT. - 10J5 S.r 13 7 SF - 2 FIRE LIFE SAFETY / FIRE ALARM 8. ALL MATERIALS AND EQUIPMENT TO BE INSTALLED IN STRICT ACCORDANCE WITH Bo FXT81 1 '2138' =F Tenant nSB. 9 MANUFACTURERS WRITTEN INSTRUCTION AND TRADE ASSOCIATED ACCEPTED STANDARDS. B:EXITSI EXISTING WALLS r0 REMAIN 9. ALL WORK LISTED, SHOWN, OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE 121 25.699E Improvement SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE. THE „525 Sr /15- 1 Oil GENERAL CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK TO ASSURE ALL SCHEDULES BEX+ Sf I ' I 32 NEW PARTITIONS-TYPE A. REFER TO DETAIL 3/A2 Suite 140 1419.49 SF. ARE MET AND ALL WORK IS DONE IN CONFORMANCE r0 MANUFACTURER'S REQUIREMENTS. A.- ,o NOTE: PER OSSC 107.3.4.1. DOCUMENTS FOR DEFERRED SUBMITTAL ' Bin ' 10.UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM 13010 SW 68th Parkway PREMISES AND WASH THE INSIDE OF ALL WINDOWS SO THE SPACE IS READY FOR ' I Q FIRE EXTINGUISHER CABINET/FIRE EXTINGUISHER. FINAL LOCATIONS TO BE AND FORWARD THEM r0 THE BUILDING OFFICIAL WITH A NOTATION OCCUPANCY FOR TENANT. L FEC APPROVED BY FIRE MARSHALL PRIOR 70 INSTALLATION PER O.F.C., TABLE Tigard, OR 97223 906.3(1). FOR LIGHT HAZARD OCCUPANCY, LOCATE IN PLAIN VIEW EVERY 3,000 INDICATING THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN 1 SQ. FT. OF FLOOR AREA WITH A MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE r0 THE OF 75 FEET. DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL I NOT BE INSTALLED UNTIL THE DEFERRED DOCUMENTS HAVE BEEN Sheet Title: APPROVED BY THE BUILDING OFFICIAL.SEE ORS 455.467(3) Cover Sheet Fire Life Safety Plan KEY PLAN VICINITY MAP PROJECT TEAM - Architect HAMPTON ST. Revisions: j U') MILDREN DESIGN GROUP, P.C. 7650 SW BEVELAND STREET, SUITE 120 rn TIGARD, OREGON 97223 OFFICE COPY = VOICE: 503-244-0552 FAX: 503-244-0417 a CONTACT PERSON: Curt Trolan CITY OF TIGARD, w < REVIEWED FOR CODECOMPUANCB g r1 EMAIL: curt@mdgpc.com General Contractor Approved:\[�/ [ — — — z OTC: � _ Permit#t R. f C)zn-n E) J-79- I 3 TBD Address: l�o����PK� v c TBD Swte#: _ � TBD BrDate: -ay -a0 I y ',;.F VOICE: XXX-XXX-XXXX y I-5 CONTACT PERSON: B QGG MILDREN DESIGN GROUP, P.C., 2020, ALL OL 91 L-.� , �j EMAIL: RIGHTS RESERVEDqtr,. � ©f! - GGB#: THESE DRAWINGS ARE THE PROPERTY OF VALIDITY OF PERMIT I 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. THE ISSUANCE OF A PERMIT BASED CONSTRUCTION Date: — — I DOCUMENTS AND OTHERDAT THE CODE OFFICPREVENIAL Area of Work THE CODE OFFICIAL FROM Building Site Approved PHB nby: CheckedCLT REQUIRING THE CORRECTION Key Plan Vicinity Plan OF ERRORS. OSSC 105.4 pproved b Planning Date: K Zo Job Number: 120071 N.T.S. N.T.S. Initials: _ Sheet Issue for Permit - July 2020 AO MILDREN H J K G H J K DESIGN JG Q Q Q GROUP ARCHITECTURE I INTERIORS e 7650 SW Beveland Street,Suite 120 ��y�4 � OFFICE Tigard,Oregon 97223.8692 4 U 8 124 FFI 01503.244.0552 125 ALIGN 97.4 S.F. CONE. /150 = 1 237.06 S.F. 3 123 O B:EXITS 1 /150 = 2 1 31 BB:EXITS 280.5 S. . /15 I 1 ,2 O lA� \. z 5 -e:Exrrs `� C/ `� N THAN Q. LOU 5 / 14 8 1'ORTLAPID, 012EC;W OFFICE ��i Ito. 4268 �O� 4 1s t2 6 126 O� O4� �J I 118.32 S.F. I ,`1 6 /150 = 1 oQ I oR I B:EXITS 1 OPEN OFFICE I I 131 O� 8 1842.53 S.F. 16 4 I /150 = 13 OFFICE B:EXITS 1 6 127 4.2 6 118.32 S.F.50 4.2 t H 8 B.,EXITS 1 4 J6146.57 312 - 64 s OFFICE 16 128118.32SF S.F. /150 = 1Client: ENTRANCE _ 4 4 115 12 B:EXITS1I 7 B:EXITS 11 Pacll lc ® 279.07 S.F. s ALIGN 8 /100 = 3 ® 8 B:EXITS 1 14 OFFICE NW 8 3 - 729 I t 3 0118E O REQ K --- 1 ,1 I 12 Propert ies 8.32 S.F. 3 4 I I I ,o 13 A2 �- - - - 5(T-= B:EXITS 1 7 120.45 S.F. 3.28 S.F. 033 9 t2 /150 = 1 _ _ F- - �R B:Exrrs 1 Exlrs 1 06600 SW 105th Ave 8 3 Beaverton, OR OFFICEUP j 16 119 UP/1525-S..F. 7 Project: B:EXITS 1 O I 1 7.61 S.F.50 1 Speculative 4 6 I 3 540{{23 S.F. I B,EXITS 1 1 �� EXE PT 10 Tenant OFFICE o 11 EC(N) �� 120 s OP N OFFICE I 2 8 Improvement 4 1 1 170.75 S.F. 122 A2 12 75 - - - 2 Suite 140 B:EXITS 1 1213.87 S.F. O7 7 /150 = 9 3 13010 SW 68th Parkway B:EXITS 1 BREAK 3 8 I 133 Tigard, OR 97223 OFFICE O e 728.69 S.F. 121 6 I /15 = 9 4 I I B:EXITS 1 Sheet Title: 1s 115.25 S.F. OPEN OFFICE /150 = 1 132 B:EXITS 1 I Demolition / 50 10 49 4 I 1 B:EXITS 1 I and 4 I Floor Plan I I Jill - - - I Revisions: Demolition Plan Floor Plan 1/8"=1'-0" 1/8"=1'-0" General Notes - Demolition and Floor Plan Keynotes - Floor / Building Plan Legend - Floor Plan 1. PARTITIONS, DOORS, RELITES & ITEMS SHOWN AS DASHED ARE TO BE REMOVED OR RELOCATED. REUSABLE MATERIALS TO BE RETURNED TO BUILDING 1. DEMO WALLS AND DOORS AS SHOWN. SALVAGE DOORS FOR RELOCATION AT CONFERENCE #116 AND #123 AS REQUIRED. REFER TO STOCK. FLOOR PLAN FOR LOCATIONS. 2. REMOVE EXISTING FLOOR FINISH AS SHOWN ON PLAN. POWER/DATA TO BE TERMINATED PER CODE. :txtl� i 3. CAP OFF ALL UNUSED ELECTRICAL, LOW VOLTAGE CABLING, AND PLUMBING FEEDS. WHERE POSSIBLE ALL ABANDONED UTILITY FEEDS TO BE REMOVED 2. REMOVE EXISTING CABINETS, SALVAGE AND RE-USE BASE AND UPPER CABINETS WITHIN SPACE. CAP PLUMBING, PATCH WALL TO EXISTING WALL TO REMAIN BACK TO THE POINT OF ORIGIN. REMOVE CONDUIT WHERE POSSIBLE. 4. DEMOLITION CONTRACTOR IS NOT TO REMOVE ANY STRUCTURAL ELEMENTS WITHOUT PRIOR DIRECTION AND AUTHORIZATION BY A STRUCTURAL MATCH. REFER TO FLOOR PLAN AND ELEVATIONS FOR NEW CASEWORK LOCATION AND LAYOUT. EXISTING WALL TO BE REMOVED ENGINEER. CONDUCT DEMOLITION TO AVOID DAMAGE TO EXISTING BUILDING SHELL/ STRUCTURE. CEASE OPERATION AND NOTIFY OWNER IMMEDIATELY 3. PATCH AND REPAIR EXISTING WALL TO REMAIN AS REQUIRED. IF SHELL/ STRUCTURE APPEARS TO BE COMPROMISED. 4. REMOVE EXISTING FLOOR FINISHES AND BASE THROUGHOUT. PREP TO RECEIVE NEW FINISH, TYP. NEW WALL TO UNDERSIDE OF CEILING MILDREN DESIGN GROUP, P.c., zozo, ALL 5. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE 5. RELOCATED 3'X7' BUILDING STANDARD DOOR WITH TIMELY FRAME. GRID. TYPE A. SEE DETAIL 3/A2 RIGHTS RESERVED© PROCEEDING WITH THE WORK. CONTRACTOR NOT TO SCALE ANY DRAWINGS, CONTACT ARCHITECT FOR ADDITIONAL DIMENSIONS. THESE DRAWINGS ARE THE PROPERTY OF 6. NEW 3' WIDE X FULL HEIGHT THESE WITH TIMELY FRAME TO MATCH BUILDING STANDARD. TEMPERED GLAZING. PROVIDE NEW HEADER MILDREN DESIGN GROUP, P.C., AND ARE NOT 6. AT LOCATIONS WHERE NEW WALL CONSTRUCTION INTERSECTS OR JOINS WITH EXISTING OR ADJACENT CONSTRUCTION THE CONTRACTOR'S DISCRETION OVER THE OPENINGMANNER, EXCEPT WITH THE PRIOR WRITTEN 7. PROVIDE 'PASSAGE' LEVER SET AT BREAK ROOM, LOCKING 'ENTRANCE' FUNCTION LOCKSET AT ALL OFFICES.S) AS REQUIRED. TO BE USED OR REPRODUCED IN ANY IS REFERRED TO FOR INTERPRETATION OF THE LIMITS UNDER WHICH WALLS TO REMAIN ARE TO BE DEMOLISHED ENTIRELY, TO BE REUSED OR TO ABBREVIATIONS PERMISSION OF MILDREN DESIGN GROUP, P.C. PROVIDE SELECTIVE DEMOLITION. PATCH/ REPAIR EXISTING SHEET ROCK AT AREAS OF DEMOLITION. 7. THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED IN A REASONABLY NEAT AND ORDERLY CONDITION AND LEFT FREE FROM ACCUMULATIONS 8. OFFICE AREAS TO RECEIVE NEW CARPET AND 4-1/2" STRAIGHT BASE. Date: OF WASTE MATERIALS, DUST AND RUBBISH DURING THE ENTIRE CONSTRUCTION PERIOD. REMOVE CRATES, CARTONS, AND OTHER FLAMMABLE WASTE 9. BREAK ROOM TO RECEIVE NEW VCT AND 4-1/2" COVE BASE. (E) EXISTING MATERIALS OR TRASH FROM THE WORK AREA AT THE END OF EACH WORKING DAY. Drawn by: Checked by: B. CARE TO BE TAKEN NOT TO DAMAGE CEILING TILE AND GRID TO REMAIN. 10. NEW 4' W X 7' H. CASED OPENING (N) NEW 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO FINISHES OR COMPONENTS NOT SCHEDULED FOR DEMOLITION. DAMAGED ITEMS SHALL BE 11. RELOCATED BASE AND UPPER CABINETS. MODIFY EXISTING AS REQUIRED FOR NEW LAYOUT. PROVIDE NEW COUNTERTOP AND 4" PHB CLT REPLACED OR REPAIRED TO MEET OR EXCEED FORMER CONDITIONS. THE RENOVATION, DEMOLITION, AND/OR NEW CONSTRUCTION WILL UTILIZE AS BACKSPLASH. PROVIDE NEW BUILDING STANDARD ADA COMPLIANT SINGLE SINK AND FAUCET. MUCH OF THE EXISTING COMPONENTS AS NOTED PER PLANS, U.N.O. 12. CEILING GRID TO REMAIN. REPAIR/MATCH GRID AND TILE TO MATCH EXISTING WHERE REQUIRED. RELOCATE LIGHTING AND RESWITCH Job Number: 120071 10.CONTRACTOR SHALL EXERCISE CARE IN REMOVAL OF ANY COMPONENTS (I.E. DOORS, FRAMES, FIXTURES, CEILING TILE) THAT MAY BE REUSED ON AS REQUIRED FOR NEW WALL LAYOUT. RELOCATE HVAC AS NECESSARY AND RE-BALANCE. THIS OR FUTURE PROJECTS. CONTRACTOR SHALL COORDINATE APPROPRIATE STORAGE LOCATIONS FOR SUCH COMPONENTS DIRECTLY WITH THE 13. REMOVE HEADER. PATCH CEILING TO MATCH AS REQUIRED. Sheet PROPERTY MANAGER. 14. ADD CLOCK OUTLET AND BACKING FOR WALL MOUNTED TV. VERIFY MOUNTING HEIGHT WITH TENANT PRIOR TO INSTALLATION. 11.PATCH/REPAIR ANY WALL DAMAGE THROUGHOUT THE SPACE. 15. PROVIDE FURRING TO ALIGN WITH FACE OF COLUMN AT EXISTING WALL, PROVIDE DEDICATED OUTLET AND WATERLINE WITH SHUT OFF. 12.PAINT ALL EXISTING AND NEW WALLS. 16. DEMO OPENING IN WALL. PREP FOR NEW RELITE - REFER TO FLOOR PLAN. Issue for Permit July 2020 Al 17. PROVIDE DEDICATED OUTLET AND WATERLINE WITH SHUT OFF FOR FUTURE REFRIGERATOR. AT CORNERS, CUT FLANGES AND NOTE: TOP TRACK AND HORIZONTAL STUD TO MILDREN BE CONTINUOUS BETWEEN PERPENDICULAR DESIGN LAP WEBS, AND PROVIDE (3) #10 SCREWS THRU BOTH WEBS BRACES OR PERPENDICULAR WALLS GROUP SUSPENDED CEILING ARCHITECTURE I INTERIORS 7650 SIN Beveland Street,Suite 120 Tigard,Oregon 97223-8692 362T150-33 WITH #8 01503.244.0552 SCREWS AT EACH VERT STUD 6'-0" 6'-0" FLANGE 4 EQ. 4 EQ. 3625162-54 SPANS 16'-0" MAX SALVAGED UPPER INISHED SALVAGED UPPER BETWEEN PERPENDICULAR CABINETS TO MATCH _ _ _ _ END, TYP. CABINETS TO MATCH J WIDTH OF BASE CABS. FINISHED = — _ = WIDTH OF BASE CABS. BRACES/WALLS "``j� CG, NEW P—LAM COUNTERTO = —I— — END, TYP. — —I— NEW P—LAM COUNTERTOP #10 SCREWS AT 12" 0/C 1�� �i AND BACKSPLASH. h rh AND BACKSPLASH. MAX STAGGERED Q. Llln III III 16" 0/C STUD CHART: �.,,., ` cc...—•«--a III III I ia- - • 800 S 162-43 TO 42'-10" P01MANU, 01?LCON Ii^ii it I N III REF. REF. III Ii ii^il • 600 S 162-33 TO 30'-9" o. 4268 SALVAGED BASE CABINET LJLJI� II III L___JLJ SALVAGED BASE CABINET 24" 0/C STUD CHART: q �} WITH SINK TO HAVE NO — — I — — WITH SINK TO HAVE NO • 362 S 125-18 70 9'-3" TOEKICK. INSULATE — — _ —I— — — — TOEKICK. INSULATE OF 0 • 362 S 137-33 TO 17'-6" PIPES AT SINK. _ — — — �_ PIPES AT SINK. • 400 S 162-33 TO 19'-10" SALVAGED BASE CABINET > \ / SALVAGED BASE CABINET BATT INSULATION • 600 S 162-33 TO 25'-1" 70 MATCH WIDTH OF TO MATCH WIDTH OF 5/6" GYPSUM BOARD EACH • 800S 162-43 TO 34'-11" SINK CABINET. SINK CABINET. SIDE SECURE TO STUDS NOTES: WITH TYPE 'S' SCREWS AT SEE A/E FOR ALTERNATE SIZES SEE STUD 3'-0" 3'-0" 3'-0" 5" — 7" 0/C • ALLOWABLE HEIGHTS BASED ON 5 PSF LATERAL LOAD, CLR. CLR. CLR. CLR. CHART 4/A2 POWER—ACTUATED FASTENERS: 1/120 DEFLECTION, NON—COMPOSITE, FULLY BRACED ADA SINK CAB. ADA SINK CAB. •0.145"0 x J" MIN. EMBED AT CONDITION. SEE DETAILS FOR FULLY BRACED 4" RUBBER BASE. 12" 0/C WALL TO 22'-0" • VALUES BASED ON AISI SIOO-07 WITH SUPPLEMENT TYPICAL • 0 x �" MIN. EMBED AT • STUDS AS MANUFACTURED BYSCCO STEEL STUDS2-10 AS REFERENCED BY 01 6" OIA 6" 0/C, WALL TALLER THAN 22'-0" COMPANY OR APPROVED EQUAL 1 Break Room Elevation - Room 117 2 Break Room Elevation - Room 133 3 Partition Wall Below Ceiling - Wall Type A 4 Stud Height Chart A2 % „-1 '-0" A2 „=1'-0„ A2 3„=1'-0” az.drg a2.dwg Non—bearing Partition Wall-2 A2 Stud Height CM1art Client: Pacific TYP DOOR OFFSET AT PERPENDICULAR WALL NW � I Properties 4' \ 6600 SW 105th Ave Beaverton, OR THERMOSTAT I SWITCH GANG Project: Speculative I i o0 Tenant \ Q Improvement \ Suite 140 { 13010 SW 68th Parkway - \ CE ®® ® o o Tigard, OR 97223 00 'd I Sheet Title: Elevations UNDERCUT DOOR AS REQUIRED and TO CLEAR FLOOR FINISH 5 Standard Mounting Heights Details A2 %'=V-0„ a2.tlwq Revisions: MILDREN DESIGN GROUP, P.C., 2020, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: Drawn by: Checked by: PHB CLT Job Number: 120071 Sheet Issue for Permit - July 2020 A2