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Plans (16) BUP2019 -00317 ( 2/2 ) OFFICE COPV CITY OF TIGARD REVIEWED WED FOR CODE COMPLIANCE Approved• ] A NEW TENANT IMPROVEMENT A Permit it [ ] O 3� E F IE GWYYN Suite #: FOR By: Date: , _ �� 4� VALIDITY OF PERMIT RECEIVED THE ISSUANCE OF A PERMIT WC1 HOSPITALITY DESIGN BASED ON CONSTRUCTION NOV 2 0 2019 DOCUMENTS AND OTHER CITY OF TIGARD DATA SHALL NOT PREVENT BUILDING DIVISIONTHE CODE OFFICIAL FROM rn REQUIRING THE CORRECTION COLUMBIA BUSINESS CENTER - SUITE 150 - 9900 SW GREENBURG RD . , TIGARD , OREGON 97223 OF ERRORS. OSSC 105.4 � E N i Fa o GENERAL NOTES BUILDING CODE SUMMARY PROJECT DATA DRAWING INDEXM N 1) THE GENERAL CONTRACTOR SHALL FULLY COMPLY WITH THE 8) DELIVER ALL MATERIALS and EQUIPMENT IN UNOPENED and SCOPE OF WORK: _ v 2014 EDITION OF THE OREGON STRUCTURAL SPECIALTY CODE UNDAMAGED PACKAGING WITH MANUFACTURER'S LABELS APPLICABLE CODES: L- x (OSSC)AND ALL ADDITIONAL STATE AND LOCAL CODE INTACT. STORE and PROTECT PRODUCTS IN UNOPENEDBUILDING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE SCOPE OF WORK CONSISTS OF NOW STRUCTURAL DEMOLITION/NEW METAL STUD RS O0 ,, REQUIREMENTS. THE CONTRACTOR SHALL ASSUME FULL PACKAGING UNTIL READY FOR INSTALLATION. ONCE INSTALLED, ELECTRICAL CODE 2017 OREGON ELECTRICAL SPECIALTY CODE NON-BEARING OFFICE PARTITIONS WITH NEW FINISHES/FURNISHINGS. Po RESPONSIBILITY FOR ANY WORK KNOWINGLY PERFORMED PROTECT INSTALLED MATERIALS and EQUIPMENT UNTIL NO CHANGE TO EXISTING BUILDING FOOT PRINT NOR INCREASE OF OVERALL SQUARE C4 CONTRARY TO SUCH LAWS, ORDINANCES OR REGULATIONS. COMPLETION OF THE PROJECT. MECHANICAL CODE 2014 OREGON MECHANICAL SPECIALTY CODE FOOTAGE. Nn THE CONTRACTOR SHALL ALSO COORDINATE AS REQUIREDPLUMBING CODE 2017 OREGON PLUMBING SPECIALTY CODE o WITH ALL UTILITIES AND STATE SERVICE AUTHORITIES. 9) VERIFY ALL ARCHITECTURAL DETAILS WITH THE MECHANICAL s and ELECTRICAL DRAWINGS BEFORE THE ORDERING OR ENERGY CODE 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE ARCHITECTURAL 2) DO NOT SCALE DRAWINGS FOR ANY REASON. IF WRITTEN INSTALLATION OF ANY ITEM OF WORK. ACCESSIBILITY CODE 2014 OSSC/ ICC A117.1-2009 G0.0 COVER SHEET DIMENSIONS ARE INSUFFICIENT TO PERFORM CONSTRUCTION, 10) INSTALL ALL MATERIALS and EQUIPMENT ACCORDING TO FIRE CODE 2014 OREGON FIRE CODE PROPOSED USE: B-OCCUPANCY-PROFESSIONAL OFFICES G2.1 EXITING/OCCUPANCY PLAN NOTIFY THE ARCHITECT IN WRITING. THE GENERAL MANUFACTURER'S WRITTEN INSTRUCTIONS. DO NOT BEGIN A3.1 FLOOR PLANS CONTRACTOR SHALL VERIFY and IS RESPONSIBLE FOR ALL INSTALLATION UNTIL SURFACES,OPENINGS,and OTHER UNKNOWN. A8.1 DOOR/WINDOW/WALL SCHEDULES-DETAILS DIMENSIONS and CONDITIONS ON THE JOB and MUST NOTIFY THE CONDITIONS HAVE BEEN PREPARED PROPERLY. ALL MATERIALS 1CONSTRUCTION TYPE: (UNKNOWN) OWNER: - - - -- 1 � ) ARCHITECT OF ANY PLAN CHANGES. and EQUIPMENT TO BE INSTALLED PLUMB,LEVEL, RIGID,and IN DIRECT OWNER: MADRONA GREENBURG,LLC A8.2 INTERIOR DETAILS 1V/\YI 3) THIS OFFICE SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION 2. OCCUPANCY GROUP: IST FLOOR $ OCCUPANCY PARENT COMPANY: MADRONA PARK, LLC -- MEANS and METHODS,ACTS OR OMISSIONS OF THE 11) VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING ADDRESS:210 SW MORRISON ST,SUITE 600, PORTLAND,OR 97204 -- YOf01 T�LITY DFFI6N TRUE ALIGNMENT. CONTRACTOR OR SUB-CONTRACTORS,OR FAILURE OF ANY OF CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY 3. SPRINKLED AND ALARMED: FULLY SPRINKLED (EXISTING) PHONE:503.225.0701 -. THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DISCREPANCIES BETWEEN THE EXISTING CONDITIONS and THE -. -. -.. CONSTRUCTION DOCUMENTS. ANY DEFECT DISCOVERED IN THE CONSTRUCTION DOCUMENTS IN WRITING. DO NOT REMOVE OR ARCHITECT: CONTRACTOR: - CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ALTER STRUCTURAL COMPONENTS WITHOUT PRIOR WRITTEN 4. NUMBER OF STORIES: 3 STORIES (E) __—_. _--_-__—_____ 65WSW IOSm Ave.51e.I01 ATTENTION OF THIS OFFICE BY WRITTEN NOTICE BEFORE APPROVAL. BUILDING HEIGHT: NO CHANGE LENITY ARCHITECTURE (TO BE DETERMINED) Beavedon,Oregon 97008 PROCEEDING WITH THE WORK. 12) MAINTAIN EXISTING BUILDING IN A WEATHERTIGHT CONDITION - - - - 3150 KETTLE CT. SE. p503.+69.0505 4) THESE DOCUMENTS ARE COPYRIGHT PROTECTED BY LENITY and REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION 5. GROSS BUILDING AREA: 1ST FLOOR: 20,400 S.F. E SALEM, OR 97301 TENANT: ' 503.469.9878 ARCHITECTURE,and MAY NOT BE REUSED, REDRAWN,TRACED OPERATIONS. PROTECT BUILDING and IT'S OCCUPANTS. 2ND FLOOR: (NOT IN SCOPE) PHONE: (503)399-1090 WCI HOSPITALITY DESIGN1.800241.3668 ------ w .wciincnet OR REPRODUCED WITHOUT WRITTEN PERMISSION FROM LENITY 13) THESE CONSTRUCTION DOCUMENTS ARE INTENDED TO PROVIDE FAX: (503)399-0565 6800 SW 105TH AVE SUITE 101 _. ARCHITECTURE. THE BASIS FOR PROPER COMPLETION OF THE WORK SUITABLE PROJECT ARCHITECT: LEE GWYN BEAVERTON, OR 97008 5) DETAILS SHOWN ARE TYPICAL.SIMILAR DETAILS APPLY ON FOR THE INTENDED USE OF THE TENANT AND/OR OWNER. PROPOSED TENANT IMPROVEMENT 1ST FLOOR: 1,953 S.F. -- SIMILAR CONDITIONS. ANYTHING NOT EXPRESSLY SET FORTH BUT WHICH IS REASONABLY IMPLIED OR NECESSARY FOR PROPER 6. DESIGN OCCUPANT LOAD -OSSC SEC 1004: 1ST FLOOR: OCCUPANTS 6) LARGER SCALE DETAILING SHALL TAKE PRECEDENCE OVER PERFORMANCE OF THE PROJECT SHALL BE INCLUDED. SMALLER SCALE,VERIFY WITH ARCHITECT IN WRITING IF ZONING CODE SUMMARY CONFUSION,CONFLICTS,OR DISCREPANCIES ARISE. 7) ALL DIMENSIONS SHOWN ARE TO FACE OF STUD, UNLESS NOTED (7,8 NOT USED) - - --- - - OTHERWISE. 9. OCCUPANCY SEPARATION: NONE REQUIRED PROJECT/ SITE INFORMATION: _ ~ a N Table 508.4 GOVERNING AGENCY: CITY OF TIGARD 04 SCOPE OF WORK - - -- - w z � FIRE WALLS, BARRIERS AND PARTITIONS: EXISTING FIRE BARRIER TO REMAIN CITY ZONING: MUE-1 (MIXED-USE EMPLOYMENT ZONE 1) C �I'1 Z TAX MAP: 1S126DC03300 -- _. - -.-- -_- - C �—J W O (10, 11, 12, 13 NOT USED) 14 PLUMBING SUMMARY EXISTING BUILDING RESTROOMS (UNCHANGED) - W W ~ LU SW LEHMAN ST. (E)DRIVEWAY TOTAL SITE AREA 2.16 AC APPROACH 15 ENERGY EFICIENCY: (NO CHANGES TO ARCHITECTURAL EMVELOPE ELEMENTS) PROPOSED USE: PROFESSIONAL OFFICE O Q O PREVIOUS USE: PROFESSIONAL OFFICE REVISION DESCRIPTION : 13� d - ---- - (NO CHANGE OF USE) of PROPERTY LINE cc Z PARKING SUMMARY (NO CHANGE OF USE) G V _ ZOH U)W -- - - w TAX LOT ¢ a Z Z) -- --- - / 2.16 AC z 0 DO Z / E PARKING AND - 1S126DC033001 Lu Z ( ) I- O w LANDSCAPING I`- (EXISTING UNCHANGED) I w ocn / BIDDER/DESIGNED SYSTEMS: z / Q MECHANICAL DRAWINGS: NOTE:THE MECHANICAL SYSTEM FOR THIS PROJECT IS TO BE BIDDER/DESIGNED. THE MECHANICAL PLANS ARE NOT A PART OF THESE DOCUMENTS AND WILL BE SUBMITTED Q I UNDER SEPARATE PERMIT AT A LATER DATE.BIDDER/DESIGNER IS RESPONSIBLE FOR / — OBTAINING A PERMIT PRIOR TO CONSTRUCTION. MECHANICAL WORK TO MEET ALL APPLICABLE CODES. LENITY ARCHITECTURE ASSUMES NO RESPONSIBILITY FOR THE / \ \ (E)PARKING AND INFORMATION CONTAINED IN THE MECHANICAL DRAWINGS. LANDSCAPING �\ (EXISTING UNCHANGED) ELECTRICAL DRAWINGS: W NOTE:THE ELECTRICAL SYSTEM FOR THIS PROJECT IS TO BE BIDDER/DESIGNED.THE iL EXISTINGBUILDING VICINITY MAP N.T.S. ELECTRICAL PLANS ARE NOT A PART OF THESE DOCUMENTS AND WILL BE SUBMITTED UNDER SEPARATE PERMIT AT A LATER DATE. BIDDER/DESIGNER IS RESPONSIBLE FOR OBTAINING A PERMIT PRIOR TO CONSTRUCTION. ELECTRICAL WORK TO MEET ALL y C APPLICABLE CODES. LENITY ARCHITECTURE ASSUMES NO RESPONSIBILITY FOR THE Z --- ---- - -_-- INFORMATION CONTAINED IN THE ELECTRICAL DRAWINGS. c / PROJECT ZI LOCATION cn SUITE �I 217 SIVv, h /0 !I a0 g<< ui e7 L0 \ wl a SW BLUM RD. m / w r 00 J WASHINGTON I DEFERRED SUBMITTAL: ( ) O (E)PARKING AND - ----- 1-- SQUARE sw wnswnc.ov / LANDSCAPING / (EXISTING UNCHANGED) 2 p Q v SCOPE OF WORK y� FIRE PROTECTION DRAWINGS m P y CRESCENT SW LEHMAN ST. mGROVE 1 953 S.F. TENANT O Z CEMETERIm� NOTE:THE FIRE PROTECTION SYSTEM FOR THIS PROJECT IS TO BE BIDDERIDESIGNED. ' I N� ,� 2 THE FIRE PROTECTION SYSTEM IS TO BE DESIGNED BY A FIRE PROTECTION ENGINEER IMPROVEMENT OF W REGISTERED IN THE STATE OF OREGON.THE FIRE PROTECTION PLANS ARE NOT A PART EXISTING BUILDING I i w swcoRALST. DATE yN OF THESE DOCUMENTS AND WILL BE SUBMITTED AT A LATER DATE.BIDDER/DESIGNER IS .0 210J � RESPONSIBLE FOR OBTAINING A PERMIT PRIOR TO CONSTRUCTION. FIRE PROTECTION 11/13/2019 (NO ADDITIONAL S.F.TO BLDG.) 0 SW LOCUST ST. WORK TO MEET ALL APPLICABLE CODES. DEFERRED SUBMITTAL:OSSC SECTION 107.3.4.2. PROPERTY LINE 7z_ LENITY ARCHITECTURE ASSUMES NO RESPONSIBILITY FOR THE INFORMATION CONTAINED `o NE IN THE FIRE PROTECTION DRAWINGS. REVISED DATE v a 8 (E)DRIVEWAY SW CORAL ST. Fql APPROACH 6 / \ �-,? ClgR NOTE:DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OF S H E E T Oh. RECORD AND SHALL BE REVIEWED AND SIGNED FOR GENERAL CONFORMANCE THEN SCOPEOF WORK - REFERENCE PLAN \ FORWARDED TO THE BUILDING OFFICIAL FOR APPROVAL PRIOR TO ANY INSTALLA ON. m SCALE: V=40' A G0 . 0 a - c i EXITING GENERAL NOTES : LEGEND: n 1. NOTE: EXIT DOORS MUST BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. MAIN ENTRY DOOR MAY BE EQUIPPED W/KEY-LOCKING DEVICES W/THE INCLUSION OF A SIGN ON �( E (E) EXISTING EXIT SIGN E F IE GNt)'N OR ADJACENT TO THE DOOR STATING:'THIS DOOR TO REMAIN UNLOCKED WHEN THE BUILDING IS OCCUPIED.' i FIRE EXTINGUISHER/CABINET SEE DTL.20/A8.1 2. FIRE EXTINGUISHERS: COORDINATE LOCATIONS OF ALL FIRE EXTINGUISHERS WITH FIRE MARSHALL FEC A 0N� PRIOR TO ROUGH-IN.FIRE EXTINGUISHERS SHALL BE MOUNTED GREATER THAN 15"MIN.&LESS THAN 48'MAX.A.F.F.FOR EXTINGUISHERS NOT — — TENANT OVERALL DIAGONAL EXCEEDING 40 POUNDS PER ICC A117.1 SEC 308.3.1 AND LESS THAN 42"FOR DISTANCE PER OSSC 1015.2.1 EXTINGUISHERS EXCEEDING 40 POUNDS PER OFC AND SHALL BE ACCESSIBLE ____ EXIT SEPARATION DISTANCE PER OF AND READILY IDENTIFIABLE FROM THEIR SURROUNDINGS,PER OFC.SEC.906 OSSC 1015.2.1 E SEE BIDDERIDESIGNED ELECTRICAL LIGHTING PLAN FOR MEANS OF EGRESS 3. EMERGENCY LIGHTING: LIGHTING AND EXIT SIGN LOCATIONS.MEANS OF EGRESS LIGHTING SHALL —————— COMMON PATH OF EGRESS a MEET ALL APPLICABLE PORTIONS OF OSSC.SECTION 1006 AND EXIT SIGNS TRAVEL PER OSSC 1014.3 SHALL MEET OSSC SECTION 1011. — EXIT ACCESS TRAVEL PER CROSS HATCHED AREAS - PATH OF EGRESS: OSSC 1016.1 THE MEANS OF EGRESS,INCLUDING THE EXIT DISCHARGE,SHALL BE ILLUMINATED �27 AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS REMOTE EGRESS POINTi'� OCCUPIED.THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAT 4. TRAVEL DISTANCES (WITHIN AREA OF WORK): mimmi v o; 1 FOOT-CANDLE(11 lux)AT THE FLOOR LEVEL PER OSSC SEC.1006.2. MAXIMUM TRAVEL DISTANCE: MAX.ALLOWED: .0 E PATH OF EGRESS WIDTHS SHALL BE PER OSSC SEC. 1005.1 &SEC. 1017 OCC.TYPE B: 100'-0" PATH OF EGRESS ILLUMINATION d� (COMMON PATH OF TRAVEL iR�o PER OSSC SEC. 1014.3.) PROPOSED: STAFF -109 70'-0" Luo y In V �M M MAXIMUM TRAVEL DISTANCE: MAX.ALLOWED: OCC.TYPE B: 300'-0" O NUMBER OF OCCUPANTS EXITING FROM u voi (E)EXIT TO GRADE (EXIT ACCESS TRAVEL DISTANCE SPACE OR BUILDING 1E S r< PROPOSED: STAFF - 109 112'-0" U 9i 60"CLR• PER OSSC SEC. 1016.1.) (SEE OCCUPANT LOAD EXITING SCHEDULE) L Y _ — Co 00 ROOM EXIT/BUILDING EXIT/ o EXIT DISCHARGE on M OFFICE 2 OFFICE 3 E) 104 X 135 EXISTING CONSTRUCTION/CONDITION OFFICE 1 1 --1O N s 103 y 70'COMMON PATH TRAVEL< 100' + —+w+ E FIRE PARTITION WALL-1 HOUR MIN.FIRE RATED F�� ---------- - ---�-♦ (PER OSSC 708) A A EXIT 34" O IT 54"CLR 5 1,953 S.F.TENANT W C �X IMPROVEMENT Mo+ei*•�,.er�r�. CONFER STAFF 102 AOSTOR. 109 6800 SW 1951h Ave,Ste.101 O 107 I WORK/ Beaverton,Oregon 9MM 7 COFFEE SUITE pM469115115 EXIT3 CLR 108 X3.469.9878 150 I .241.3668 <EX-1T34'OR B CCUPANCY """""'"`"n` �' FEC \ M& CONFER 110 ,71 r N LLj � Z z N EXIT T GRADE G (n �L034' z Lu CLR. �J � lo W U) p C) � o Z ¢ zzzzzz J C) ~ ( ZU z � EXISTING BUILDING z u- W0 mz E-- = m w — � 0 W >U o :> Z > Vo 0 Q rn rn L (E)EXIT TO GRADE (E)EXIT TO GRADE 60'CLR. 60'CLR. t / 7CL U OCCUPANT LOAD / EXITING SCHEDULE � Z OCCUPANCY EXITS(SEC. 1015) J W o o FIRST FLOOR PLAN a 5< :D OCCUPANCY FUNCTION OF ROOM IDENT. Q AREA BYGROUP SPACE o' v (SQ. FT.) z LU LU T _ (OSSC SEC.302.1) (OSSC TABLE Q O (G)-GROSS d Q SCALE: 1/8"=1'-0" 1004.1.2) O w (N}NET U O W 0 © � W U a U. m GROUP OCCUP. ASSEMBLY 102 CONFERENCE 15 98 N 7 1 1 L O y GROUP B OCCUP. BUSINESS. 103 OFFICE 100 124 G 2 1 1 0 P GROUP B OCCUP. BUSINESS. 104 OFFICE 100 98 G 1 1 1 DATE m GROUP B OCCUP. BUSINESS. 105 OFFICE 100 91 G 1 1 1 o GROUP BOOCUP. BUSINESS. 107 STORAGE 3 62 G 1 1 1 11/13/2019 00 GROUP B OCCUP BUSINESS. 108 WORK 100 84 G 1 1 1 REVISED GROUP B OCCUP. BUSINESS. 109 STAFF 100 844 G 9 1 1 DATE m GROUP OCCUP. ASSEMBLY 110 CONFERENCE 15 260 G 18 1 1 THIS BUILDING IS EQUIPPED WITH AUTOMATIC SPRINKLER SYSTEM TOTAL CALCULATED OCCUPANT LOAD: 40 , , THROUGHOUT PER NFPA 13. s m SHEET NOTE: THIS PLAN IS FOR CODE G2 . 1 m (E)EXIT TO GRADE PURPOSE ONLY m 34"CLR. A N LEGEND -DEMO PLAN CONTRACTOR DEMOLITION FLOOR PLAN NOTES: LEGEND CEILING PLAN LEGEND: A. THE CONTRACTOR SHALL VISIT AND BECOME FAMILIAR WITH THE JOB SITE AND WITH p. REMOVE EXISTING PLUMBING,ELECTRICAL AND MECHANICAL IN DEMOLISHED C EXISTING CONSTRUCTION TO REMAIN EXISTING CONDITIONS WHICH MAY IMPACT THE WORK. WALLS,NOTE THE FOLLOWING ITEMS. NEW 2'x4'ACOUSTICAL TILE/SUSPENDED B. THE CONTRACTORS SHALL OBTAIN ALL NECESSARY PERMITS AND SHALL PAY ALL REMOVE/CAP ALL PLUMBING PIPING BELOW FINISH FLOOR LINE AS REQUIRED. EXISTING CONSTRUCTION TO REMAIN CEILING SYSTEM: REQUIRED FEES FOR THE WORK. REMOVE ALL ABANDONED ELECTRICAL LINES BACK TO PANEL. E F IE GWYN C. ALL WORK SHALL COMPLY WITH APPLICABLE LOCAL,STATE AND NATIONAL CODES Q DETERMINE IF ANY TYPE OF HAZARDOUS CHEMICALS,FLAMMABLE MATERIALS OR AND ORDINANCES. A ON — — SIMILAR DANGEROUS SUBSTANCE,INCLUDING ASBESTOS,HAVE BEEN USED IN ANY t— — — EXISTING CONSTRUCTION TO BE REMOVED D. CONTRACTOR SHALL COMPLY WITH APPLICABLE CODES CONCERNING DEMOLITION PIPES.WHEN THE PRESENCE OF SUCH SUBSTANCE IS APPARENT OR SUSPECT, aa OPERATIONS AND REFUSE REMOVAL AND DISPOSAL. CONTRACTOR TO PAY ALL TESTING AND PURGING SHALL BE PERFORMED AND THE HAZARD ABATED,REMOVED, NEW CONSTRUCTION �I�i 4 DUMPING FEES. OR ELIMINATED BY APPROVED HAZ.MAT.CONTRACTORS BEFORE DEMOLITION STARTS OF E. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AT THE SITE AND SHALL OR CONTINUES. NEW 2'x2'SUSPENDED GRID CEILING I I 7 NOTIFY THE ARCHITECT IMMEDIATELY OF ANY UNCERTAINTIES OR DISCREPANCIES. E R, CONTRACTOR SHALL MAINTAIN MINIMAL LIGHTING IN DEMO SPACES TO PREVENT WALL TAG,SEE A8.1 FOR ASSEMBLY TYPES $ SYSTEM INJURY OR HARM. WALL ASSEMBLY TYPE F. DO NOT CLOSE OR OBSTRUCT PEDESTRIAN OR VEHICULAR ACCESS EXCEPT WHERE la ` "' AUTHORIZED OR INDICATED ON THE DRAWINGS,WHERE APPLICABLE SEE SITE PLAN S. EXISTING WALLS TO REMAIN SHALL BE REPAIRED AND REFINISHED AS REQUIRED X WALL HEIGHT FLOORING: FOR ADDITIONAL INFORMATION. TO PROVIDE A UNIFORM SURFACE,MATCHING ADJACENT NEW SURFACES FOR �,� THE APPLICATION OF NEWLY INDICATED FINISHES. REMOVE FLOORING AND RELATED WALL BASE IN ITS G. THE CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADING NECESSARY TO ENTIRETY.PREPARE FLOOR AS REQUIRED FOR ENSURE THE HEALTH AND SAFETY OF ALL WHO ENTER AREAS ADJACENT TO THE T. THE PUBLIC SHALL BE PROTECTED FROM DEMOLITION MATERIAL,DUST FUMES, DOOR TAG,SEE A8.1 FOR SCHEDULE AND HARDWARE RECEIVING NEWLY INDICATED FLOOR FINISHED PER DEMOLITION AREA DURING CONSTRUCTION. ETC.BY BARRIERS AND/OR PLASTIC SHEETS AS REQUIRED.DEMOLITION WORK NEW 5/8"GYP.BD.SUSPENDED INTERIOR"I"DRAWINGS. SHALL CEASE IF THE PUBLIC IS ENDANGERED IN ANY WAY. ,; CEILING SYSTEM/SOFFIT. H. THE CONTRACTOR SHALL,AT ALL TIMES,KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THE WORK. AT THE U. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AT THE SITE WORK a KEYNOTE TAG COMPLETION OF THE WORK,CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS, AREA,PROTECT THEM FROM DAMAGE,AND REPORT ANY DISCREPANCIES TO THE aj V. IF DEMOLITION WORK RESULTS IN CONDITIONS THAT BREACH THE BUILDING WINDOW TYPES SEE SHEET A8.1 Sid ' AND RUBBISH FROM AND ABOUT THE PROJECT AS WELL AS ALL TOOLS, ARCHITECT PRIOR TO CONSTRUCTION. u�'o CONSTRUCTION EQUIPMENT AND MACHINERY. O �, U I. PROVIDE PROTECTION AND CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY ENVELOPE PRIOR TO THE END OF EACH WORKDAY,THE CONTRACTOR SHALL PROVIDE 0 ro BOTTOM OF CEILING/SOFFIT ABOVE FINISH FLOOR TEMPORARY CLOSER OF THE BUILDING ENVELOPE TO RETAIN HEAT AND PREVENT '•-' OR DAMAGE TO PERSONS OR PROPERTY. DAMAGE TO THE INTERIOR OF THE BUILDING FROM THE ELEMENTS. eX INTERIOR ELEVATION TAG LL J. PROTECT SPACE ADJACENT TO DEMOLITION WORK. PROTECT EXISTING WALL, �X X i EXIT SIGN FLOOR AND CEILING FINISHES TO REMAIN. W. REMOVE ALL ELECTRICAL EQUIPMENT WITHIN THE SPECIFIED AREAS.ALL DEMO o p E�� K. (NOT USED) WORK IS NOT DETAILED ON THESE DRAWINGS. REMOVAL AND RELOCATION OF SOME w$ EXISTING ELECTRICAL WORK SHALL BE NEEDED FOR SATISFACTORY PERFORMANCE X �l ro� NOTE: L. ALL ITEMS TAKEN OUT DURING DEMOLITION NOT TO BE SALVAGED FOR OWNER OR OF THIS AND OTHER TRADES.PROPOSALS SHALL INCLUDE CONSIDERATIONS FOR DETAIL I ENLARGED PLAN TAG REUSED IN THE WORK SHALL BE REMOVED FROM THE PROPERTY. ANY AND ALL REQUIRED CHANGES.THE INTENT OF THIS DRAWING IS TO RELATE THE AXA SUSPENDED ACOUSTICAL CEILING SYSTEM AND GENERAL EXTENT OF DEMO REQUIRED AND NOT TO INDICATE ALL DEVICES, M. ALL SURPLUS EQUIPMENT AND MATERIALS ARE THE PROPERTY OF THE OWNER. REMOVALS,RECONNECTIONS,OR ADDITIONAL WORK REQUIRED. FECNEW a CABINET SEE ALL RELATED HORIZONTAL / VERT. FRAMING / THE CONTRACTOR SHALL COORDINATE WITH THE OWNER THE DISPOSAL OF ANY 011 FOR ADDITIONARE L INFORMATION AND ALL SURPLUSES. X. WHERE AN EXISTING FIXTURE OR DEVICE IS REMOVED BUT THE CIRCUIT(S)AND BOX TRANSITIONS TO BE ENGINEERED BY MFR. ASA ARE TO REMAIN TO MAINTAIN CIRCUIT CONTINUITY,THEN THE CONTRACTOR IS TO _ _ �+ N. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH APPLICABLE PROVIDE AN APPROPRIATE BLANK COVER PLATE ON THE BOX TO MATCH THE COVER 1 HOUR FIRE RATED ASSEMBLY COMPLETE ENGINEERED ED SYSTEM" OR.-O.S.H.A.STANDARDS BOTH FOR ALL EMPLOYEES AND THE GENERAL PUBLIC. PLATES ON ADJACENT DEVICES IN THE AREA. R C O. PRIOR TO BEGINNING ANY DEMOLITION,.A SURVEY OF THE PROPOSED DEMOLITIONSHALL BE AS A I cl MFR/INSTALLER TO PROVIDE ENGINEERING / BUILT CONDITIONS OF THE AREA TO EDISMANTT DE BY THE CONTRACTOR TO ISMANTLED. THE CONTRACTOR SHANE THE CONNECTIONS, LL NOTIFY HOSPITuin xwa+ DRAWING AS REQUIRED TO LOCAL LENITY ARCHITECTURE PRIOR TO PROCEEDING WITH DEMOLITION OF ANY CONDITION WHICH MIGHT CAUSE THE COLLAPSE OF ANY PORTION OF THE BUILDING OR POSE A DANGER TO PUBLIC SAFETY. JURISDICTION FOR REVIEW /APPROVAL A8.2 A,M; A8.2 _` 68005N 105th Ave.Ste.101 i Beaverton,Oregon 97008 _— p 503.469.050.5 .................................... .::::::. ..... ...........::::. )- 8-51, '-5 1/ " .............. I I 10'-2" 9'-3" 1.800.241.3668 OFFICE OF IC 3 8'-5 1 _ OFFICE 2 OFFICE 3 1 4 105 II - — - - 1� 1a 5 .... ................................ ...... ............._... ............. ...............: :::•:: :::::c:::::s::;:::::::: OFFICE 1° 103 41�l X1 103 .: X X 5 2 C2H 11 II O 104 105 O X2 1 x3 /i ii \ `- II x 103 q ALL v 1 06106 1 X3 I �' 1 b 5 5 P. - 1 a 107 1 X Z N X 1b 1 A .2 S FF 2 X1 x( �� a'-+^ +o" SUITE CONFER s`7. X s,�. I 3 STAFF G p C1 L B 107-1 11 X4 109 170 STOR. 2 W A .2 TO FF 1 TYP. SUITE x3 / LOBBY 1 X 10 1b COOFF E w 150 I L — —— X6 I SQUARE FOOTAGE - 108 t= _==.TL MERGED WITH X 5 1/ " — — 1� SUITE 150 102 108 O Q / NOT IN SCOPE g 51/ NOT IN SCOPE Ij ?4 1" 10^ t01 1 los E� Ae 1 �- w Q x1 T >�=�I NOT IN SCOPE / OF WORK OF WORK I OF WORK O C _� z O O F CONFER j Aa. II X3 0 110 1 X O Q U) 6 Cl W - - - - -_ b- EZ Z 8 B, 51 --- - 2a 1 z j m Aa. NOT IN SCOPE OF WORK X1 XS: NOT IN SCOPE OF WORK Y NOT IN SCOPE OF WORK W O a w 2 m W W U RU) REFLECTED CEILING PLAN ® DEMOLITION PLAN ® FLOOR PLAN ® z SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" Q On NOTE: CEILING PLAN KEYNOTES: DEMO PLAN GENERAL NOTES: FLOOR PLAN GENERAL NOTES: FLOOR PLAN KEYNOTES: ALL CEILING HEIGHTS INDICATED ARE ASSUMED-CONTRACTOR TO VERIFY NEW SUSPENDED BIDDER/DAND ESIGNED MECHANICAL DUCNATE CEILING HEIGHT TTH EXISTING ING LAYOUT. IF INDICATED CEIONS LING GAND C1 SEE CEILING PLAN LEGEND FOR ADDITIONAL INFORMATION C TILE CEILING A DEMOLITION SHASED LLBEADEQUATELY PACES IN AREAS REPARED DURBED BTO RECEIVE —� KEYNOTE TAG 1 UNLESS OTHALL 'ERWIISE NOTED.(U.N.00AL AND DATA .) TO BE MOUNTED 15"A.F.F. ❑ ALIGN NEW WALL WITH CORNER IS ADJACENT EXISTING WALL. ADJUST STUD SIZE TO MATCH EXISTING WALL THICKNESS ♦/) HEIGHT CAN NOT BE ACHIEVED CEILING TO BE PLACED AS HIGH AS POSSIBLE NEW MATERIALS AND FINISHES. 2. ALL JAMB FRAMING AT HINGE SIDE OF DOOR TO BE 3"(U.N.O.) WHEN ADJOINING TO EXISTING WALL v FROM FINISH FLOOR.NOTIFY ARCHITECT OF PROPOSED ADJUSTMENT C2 NEW SUSPENDED GYP.BD.CEILING/SOFFIT SYSTEM. DEMOLITION PLAN KEYNOTES B. UNLESS DETAILED OR SCHEDULED OTHERWISE,ALL 3. ALL DIMENSIONS TO FACE OF STUD,(U.N.O.) 2❑ EXISTING CASEWORK AND SINK TO REMAIN INTERIOR AREAS AFFECTED BY DEMOLITION WORK SHALL REMOVE WALL AND ALL RELATED COMPONENTS IN ITS BE PATCHED/AND OR REPAIRED TO MATCH EXISTING X1 ENTIRETY.PATCH AND PREPARE EXPOSED SURFACES 4. REFER TO ELECTRICALNFMAT BIDDER/DESIGNED DRAWINGS FOR NEW CASEWORK BY TENANT /� ADJACENT SURFACES AND FINISHES. ADDITIONAL INFORMATION. \l TO RECEIVE NEW FINISHES SOUND BATT CEILING INSULATION NOTE: 5. APPROVED LOCATION FIRE EXTINGUISHER LOCATIONS.VERIFY C. ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE APPROVED LOCATION WITH FIRE MARSHAL PRIOR TO LOCAL,CITY AND FEDERAL CODES,STANDARDS AND PROVIDE 12"SOUND INSULATION IN CEILING.PLACE INSULATION TIGHT TO REMOVE DOOR!FRAMEI TRIMS/THRESHOLD AND ALL RELATEDXZ PERIMETER WALLS AND/OR CONTINUOUS OVER WALL WHERE WALLS ORDINANCES. COMPONENTS IN THEIR ENTIRETY.VERIFY WITH OWNER WHICH DOORS ORDERING. TERMINATE aQ CEILING GRID. PROVIDE CEILING SOUND INSULATION IN AT THE TO BE SALVAGED/RELOCATED.TAKE CARE NOT TO DAMAGE THE & NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR FOLLOWING: IN ALL OFFICES,STAFF AND CONFERENCE ROOMS. INSULATION: D. ALL WINDOWS/DOORS AND SALVAGEABLE EQUIPMENT AND SALVAGEABLE ITEMS WHEN DISMANTLING. QUESTIONABLE DIMENSIONS FOR CLARIFICATION PRIOR TO OWENS CORNING SONOBATT INSULATION. MATERIALS TO BE STORED/DISPOSED AT OWNERS REMOVE WINDOW/FRAME/GLAZING AND ALL RELATED COMPONENTS IN PROCEEDING WITH AREA OF REQUIRED WORK. REQUEST. X THEIR ENTIRETY.VERIFY WITH OWNER WHICH WINDOWS TO BE 7. VERIFY LOCATION OF ALL WD.2X BLOCKING REQ'D. FOR TENANT E. ALL ELIGIBLE DEMOLISHED MATERIALS ARE TO BE SALVAGED/RELOCATED.TAKE CARE NOT TO DAMAGE THE SALVAGEABLE EQUIPMENT,ACCESSORIES,CASEWORK,WHITE BOARDS AND O RECYCLED,COORDINATE WITH OWNER. ITEMS WHEN DISMANTLING. LOCKERS NOTE: F. REMOVE ALL ABANDONED THERMOSTATS AND PROTECT EXISTING CASEWORK AND ALL RELATED 8. SEE STRUCTURAL DRAWING FOR SHEAR WALL LOCATIONS AND a X4 COMPONENTS. REQUIREMENTS,AND FOR INTERIOR WALL BRACING TO O SEE ELECTRICAL BIDDER/DESIGN DRAWINGS CONTROLLERS FOR THE HVAC SYSTEM. WALLS AS STRUCTURE. 5 a REQUIRED.SEE MECHANICAL DRAWINGS FOR ADD'L. INFO. a FOR LIGHT FIXTURE SCHEDULE. ELECTRICAL ❑ EXISTING COLUMN-PROTECT DURING DEMOLITION 9. VERIFY CASEWORK REQUIREMENTS AND FINISHES WITH CONTRACTOR TO NOTIFY ARCHITECT OF ANY G SWITCHES,ANDVE DRELATED COMPONENTS IN REAS OF L ABANDONED ELECTRICAL OUTLETS, x5 TENANT. m J y DEMOLITION.SEE ELECTRICAL DRAWINGS FOR ADD'L.INFO. 10. CONTRACTOR SHALL SUBMIT CASEWORK SHOP DRAWING TO FIELD DISCREPANCIES. ARCHITECT FOR REVIEW/APPROVAL PRIOR TO ORDERING/ 1s ❑ CUT AND PROVIDE NECESSARY FRAMING FOR A NEW o H. CAP ALL ABANDONED PLUMBING PIPING BELOW FINISH X6 WALKWAY OPENING IN EXISTING WALL. FABRICATION. >; FLOOR AND PATCH AS REQUIRED. 11. TENANT TO REVIEW/APPROVE CASEWORK DRAWING PRIOR TO NOTE: I. PROVIDE DUST TIGHT TEMPORARY CONSTRUCTION FABRICATION. REFER TO MECHANICAL AND PLUMBING " NOTE: ELECTRICAL BIDDER/DESIGNER TO PROVIDE REVIEW/RECOMMENDATIONS BARRIERS AS COORDINATED W/OWNER AND TENANTS 12. VERIFY WITH TENANT CAPACITY AND LOCATION OF PHONE, FOR PROPOSED SUSPENDED CEILING GRID LAYOUT.SUSPENDED GRID DESIGN DRAWINGS FOR ADDITIONAL SEE H.V.A.C. BIDDER/DESIGNED DRAWINGS LAYOUT AS SHOWN IS DIAGRAMMATIC AND MAY NEED TO BE ADJUSTED/ J. DEMOLITION AND CONSTRUCTION SHALL NOT DISTURB DATA.PROVIDE 3/4"FIRE-RETARDANT PLYWOOD ON WALLAS FOR LOCATIONS OF ALL GRILLES. COORDINATED W/THE BIDDER/DESIGNED LIGHTING LAYOUT. EXISTING BUSINESS OPERATIONS,COORDINATE WITH REQUIRED. INFORMATION DATE 's OWNER/TENANT. 11/13/2019 MECHANICAL CONTRACTOR TO COORDINATE K. DIMENSIONS SHALL BE FROM OUTSIDE FACE OF STUD LOCATION OF GRILLES WITH THE ELECTRICAL FRAMING.UNLESS OTHERWISE NOTED/INDICATED. REVISED DATE NOTE: LIGHTING FIXTURE LAYOUT IS NOT PART OF THIS PLAN.SEE ELECTRICAL/ LIGHTING PLAN. NOTIFY ARCHITECT OF ANY BIDDER DESIGNER PLANS FOR LIGHTING LAYOUT.VERIFY CEILING GRID REFER TO ELECTRICAL DESIGN/BUILD FIELD DISCREPANCIES. ORIENTATION WITH ELECTRICAL BIDDER/DESIGNER PLANS. DRAWINGS FOR ADDITIONAL INFORMATION s Q Q O M THIS BUILDING IS EQUIPPED WITH a AUTOMATIC SPRINKLER. HEFT f a A3 . 1 m 0 m N FIRE EXTINGUISHER CABINET SHALL NOT PROTRUDE MORE THAN 4"FROM THE FACE DOOR SCHEDULE E F IE GWYN FIRE EXTINGUISHER, OF THE WALL. CABINETS THAT PROTRUDE MORE THAN 4"SHALL BE MOUNTED WITH MANUFLREQUIREMENTS.INSTALTHE BOTTOM AT OR BELOW 27IN OPENING PER " DOOR INFORMATION FRAME DETAILS REMARKS A.F.F. A K4;0 NJ �J> SEE WALL NO. ROOM NAME WIDTH HEIGHT THICK. MATERIAL FINISH TYPE GLAZING LABEL TYPE MATERIAL GLAZING SILL HEAD JAMB 9�� ��� TYPES FOR ADD'L. INFO. 101 LOBBY 3'-0" T-0" 13/4" EXISTNGTOREMIAIN 20MN. eo 102 CONFER T-0" T-0" 1314" WD STAN A 1 STL 6/A8.1 1 pi 103 OFFICE T-0" T-0" 134' WD STAIN A 1 STL 6/A8.1 1 O 104 OFFICE 3'-0" T-0" 13/4" WD STAIN A 1 STL 6/A8.1 1 105 OFFICE 3'-0" T-0' 1314" WD STAIN A 1 STL 6/A8.1 1 c 107 STORE T-0" T-0" 134' WD STAN A 1 STL 61A8.1 1 ' If 109 STAFF T-0" T-0" 11314* IWD ISTAIN A 1 1 1 STL 6/A8.1 1 E 3 110 CONFER 3'-0" T-0" 1134' JWD I STAN A 1I STL 6/A8.1 1 - '- 2� O SC.= SOLID CORE WOOD DOOR ALUM= ALUMINUM HM= HOLLOW NEPAL MFR= MANUFACTURER STL.= PRERN.STEEL FRAME MTL.= METAL INSULATED WD.= WOOD uMp NOTE: 'F .1a REFER TO"EXITING GENERAL NOTES"NOTE#2 ON"FIRE AND LIFE SAFETY PLAN"FOR FIRE EXTINGUISHER CABINET MOUNTING HEIGHTS Ln c MR Of 0 FIRE EXTINGUISHER CABINET DTL. Ln 20 SCALE: 3"= 1'-O" OJOR-TIGARD 9900 SW GREENBURG RD/OETAILSIFEC DTL G Door Types: Frame Types: Notes SCWD - SOLID CORE WOOD 1 /� STL - PREFINISHED STEEL FRAME V\Y/ DOOR ALUMN - ALUMINUM Rotercurcr ecus+ WIDTH PER HM - HOLLOW METAL PER SCS SCHE°. Remarks 6BOD sw lasm Ave,Ste.I01 6 Beaverton,Oregon 970M 1. PROVIDE HARDWARE THAT IS READILY OPENABLE FROM THE EGRESS SIDE WITHOUT p503.469-0505 5/8"TYPE"X"GYP.BD. I- Lu '1 w THE USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT,PER OSSC SECTION 1008.1.9. 1503.469.9818 - m =O @ FRM' D 1.800241.3668 SNAP-ON TRIM. w w WALL w w .vvekncnet 1 (MATCH EXISTING WHERE APPLICABLE) 8� t°n co Ix SHIM AS REQUIRED ❑ a Lu 2 3 PREFINISHED STEEL FRAME Ir IL F.F. - - - - - - II /f, II TIMELY FRAME- 3 /'1 FACTORY FINISH rF- GLAZING PER SCHEDULE Ill II Z N DOOR HARDWARE GENERAL NOTES: W Z orn 1. ALL DOORS TO HAVE LEVERS FOR ACCESSIBILITYC r n LO Z NOTE: SOUND INSULATION AS 2. INTERIOR DOORS TO HAVE MAXIMUM EFFORT OF 15 LBS TO OPERATE,EXTERIOR Z V W O REFER TO FRAME TYPES SCHEDULE OCCURS DOORS:8 1/2 LBS, FIRE RATED DOORS:15 LBS.NON FIRE RATED DOORS 5LBS. W (n I_ w FOR FRAME STYLE AND FINISH 3. REQUIRED EXIT DOORS TO BE OPERABLE FROM INSIDE WITHOUT USE OF A KEY O Q (n IxO WINDOW JAMB DETAIL 4. HANDLES,PULLS,LOCKS AND OTHER OPERATING DEVICES ON DOORS,CABINETS, D_ Q WALL TYPE GENERAL NOTES: PREFINISHED STEEL FRAME PLUMBING FIXTURES AND STORAGE FACILITIES SHALL HAVE LEVER OR OTHER SHAPE RINGL} W 1 SCALE: 3"= 1'-0" Q/OR-TIGARI 9900 SW GREENBURG RD/DETMLSM/INOOW_TIMELYJAMB GRASPING,PERMITTINCHING INNG ORTION BTW STING OTHER THAN EXTERIOR DOORS,,THEREIST OR ARM PRESSURE AND NOT IHALL BE H Z 1. &BEHIND PROVIDE MOISTURE/PLUMB. FI LD RESISTANT GYP.BD.ON ALL WALLS EXPOSED TO MOISTURE CONSTRUCTION ASSEMBLY 0 NO GREATER THAN Sibs FORCE(2.22N).DOORS SHALL COMPLY WITH OSSC. SECTIONS � LL � W I- &BEHIND ALL PLUMB.FIXTURES. 3 1. , 1008.1.9.1 AND 1008.1.9.2 GA-600-2012 FIRE RESISTANCE DESIGN MANUAL (GA FILE NO.WP 1072) 1008. L O a (n p 2. VERIFY w/TENANT WHICH WALLS ARE TO HAVE SOUND BATT INSULATION U.O.N. NOTES DESCRIPTION 5. ALL NONFERROUS HINGES TO BE STAINLESS STEEL. ' LL D' 3 5!8 METAL STUDS AT 24 O 'O.C. U.O.N. 3. TYPE'X'GYP.BOARD IS NOT FOR'FIRE RATING PROTECTION"U.O.N. 6. VERIFY DOOR TYPES W/BUILDING TENANT PRIOR TO ORDERING. LL. O ONE LAYER 5/8 TYPE"X"G.W.B.OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT '^ U 4. EXTEND SOUND BATT INSULATION IN WALLS TO TOP OF STUD WALLS U.N.O RIGHT ANGLES TO EA.SIDE OF 3 5/8 STEEL STUD AT 24"O.C.WITH 1•TYPE S DRYWALL 7. (NOT USED) Z U) 5 m SCREWS AT 8"O.C.AT VERTICAL JOINTS AND 12"O.C.AT FLOOR AND CEILING RUNNERS W O m Z 5. LIGHT GAUGE FRAMING INSTALLER/CONTRACTOR TO CONFIRM GAUGE FOR STUD FRAMING.LIGHT AND INTERMEDIATE STUDS. L Q W GAUGE STUD FRAMING HEIGHTS NOT TO EXCEED MAX.WALL HEIGHT BASED ON GAUGE THICKNESS 8. SEE"MINIMUM MANEUVERING CLEARANCES AT DOOR"THIS SHEET FOR ADDITIONAL r = m W INFORMATION,NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES BEFORE _ 5/8"TYPE"X"GYP.BD. � PROCEEDING WITH AREA OF REQUIRED WORK. C� 6. SS MA 350 S 125 - O 3-1/2"MINERAL OR GLASS FIBER INSULATION SNAP-ON TRIM. 9. CONTRACTORMARDWARE SUPPLIER TO PREPARE FINISH HARDWARE SCHEDULE FOR J MAIL THICKNESS w JOINTS STAGGERED 24"ON OPPOSITE SIDES.SOUND TEST WITH 31/2 GLASS FIBER (MATCH EXISTING WHERE REVIEW AND APPROVAL BY TENANT/ARCHITECT. � V O f FLANGE WIDTH FRICTION FIT INS STUD SPACE a. APPLICABLE) Z O STYLE 10. ALL DOOR HARDWARE ITEMS TO BE SPECIFIED BY THE DOOR HARDWARE O ACTUAL FIRE RESISTANCE RATING SHIM AS REQUIRED SUPPLIER AND APPROVED BY THE BUILDING OWNER/ARCHITECT.ALL DOOR a) MEMBER DEPTH IHOUR FIRE GLAZING SCHEDULE NOTES: 3PREFINISHED STEEL FRAME HARDWARE SHALL MEET REQUIREMENTS OF APPLICABLE BUILDING CODES. STEEL STUD MFR.ASSOCIATION SOUND RATING 45 TO 49 STC 1, ALL EXTERIOR GLAZING TO MEET STATE OF OREGON ENERGY CODE REQUIREMENTS FOR w 11. VERIFY LOCATION OF ALL ACCESS CONTROL DOORS W/OWNER PRIOR TO 7. ALL INTERIOR FINISH TYPES AND LOCATIONS TO BE VERIFIED WITH BUILDING OWNER PRIOR TO CLIMATE ZONE 4C.MAX WINDOW ASSEMBLY'U'FACTOR TO BE EQUAL TO 0.30 W/A SHGC=0.32 INSTALLATION OF LOW VOLTAGE WIRING. ORDERING. ^ v, 2, ALL GLAZING TO MEET 2014 OEESC. REQUIREMENTS.THICKNESS SHOWN ARE FOR 0 J¢ 8. PROVIDE WOOD BLOCKING IN WALLS AS REQ'D.FOR INSTALLATION OF ANY WOOD CHAIR RAILS, SSMA 362S 125-30 - 1 H R. RATED ENERGY CODE.GLAZING CONTRACTOR IS RESPONSIBLE FOR MEETING LOADING 12. (NOT USED) BASE,PANELING,CROWN MOLDING,SHELVING AND ANY RUNNING TRIMS REQ'D. BY TENANT. 2a CONDITIONS,SAFETY GLAZING, FASTENER REQUIREMENTS, ETC. W 13, ALL INTERIOR WOOD DOORS TO BE SOLID CORE U.N.O. 9. ALL NEW NON-FULL HEIGHT INTERIOR PARTITION WALLS SHALL BE BRACED TO THE 3. STOREFRONT/CURTAIN WALL SHOWN IS GENERIC.SUB-CONTRACTOR TO SUBMIT DOOR PER PLAN J SHOP DRAWINGS TO SHOW PROFILES,CAULKING,AND IS RESPONSIBLE FOR MEETING 3: FLOORICEILING STRUCTURE PER BRACE DETAIL. LOADING CONDITIONS&FASTENER REQS. NOTE: SOUND INSULATION AS REFER TO FRAME TYPES SCHEDULE OCCURS O u) 10. INSULATION: 4. PROVIDE TEMPERED GLAZING IN ALL DOOR LITES,ABOVE ALL DOOR OPENINGS AND FOR FRAME STYLE AND FINISH ALL INSULATION MATERIALS,INCLUDING FACINGS,SUCH AS VAPOR BARRIERS OR BREATHER FIXED PANELS ADJACENT TO DOORS WHERE THE NEAREST EXPOSED EDGE OF THE PAPERS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES,WALLS,CRAWL SPACES OR ATTICS, GLAZING IS WITHIN A 24-INCH ARCH OF EITHER VERTICAL EDGE OF THE DOOR IN A DOOR JAMB D ETAI L SHALL HAVE A FLAME-SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY NOT TO CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS EXCEED 450 WHEN TESTED IN ACCORDANCE WITH IBC.CHAPTER 8. THAN 604NCHES ABOVE THE WALKING SURFACE. Z ' ' I /1 PREFINISHED STEEL FRAME L.1..1 C`' WHERE APPLICABLE WHEN SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES OF TYPE V AND WHERE: YlJ1 SCALE: 3"= 1'-0" Q/OR-TIGARD 99M SW GREENBURG RD/DETAILS/DOOR_TIMELYJAMB T CONSTRUCTION AND ARE PROVIDED SO THAT THE FACING IS INSTALLED IN SUBSTANTIAL GLAZING IN AN INDIVIDUAL FIXED PANEL THAT MEETS ALL OF THE FOLLOWING CRITERIA: y CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING,FLOOR OR WALL FINISH,THE METAL STUDS Q 24"O.C. • EXPOSED AREA OF AN INDIVIDUAL PANE IS GREATER THAN 9 SQ. FT. U FLAME-SPREAD AND SMOKE-DEVELOPED LIMITATIONS DO NOT APPLY TO FACINGS. MAX(WALL FRAMING SEE • EXPOSED BOTTOM EDGE IS LESS THAN 18-INCHES ABOVE THE FLOOR 11. ALL"O.C."MTL.STUD SPACING FOR WALLS THAT ARE TO RECEIVE CERAMIC TILE TO BEA BELOW) • EXPOSED TOP EDGE IS GREATER THAN 36-INCHES ABOVE THE FLOOR MAX 16.O.C. NOTE:X=12"IF DOOR HAS BOTH CLOSER AND • ONE OR MORE WALKING SURFACES ARE WITHIN 36-INCHES HORIZONTALLY OF THE LATCH,0"ALLOWED W/NO CLOSER INSTALLED NOTE:Y=48"MIN. IF DOOR HAS NOTE:Y=48"MIN. IF DOOR T U) Q 12. AT FULL HEIGHT FRAMED WALLS,EXTEND GWB.6"ABOVE FINISH CEILING HEIGHT UNLESS PLANE OF THE GLAZING. PER ANSI TABLE 404.2.3.1 BOTH LATCH AND CLOSER HAS CLOSER OTHERWISE NOTED 5/8"TYP.'X"GYP.BD. GLAZING SCHEDULE: 5a" - - -� 06 13. WHERE CERAMIC TILE OCCURS ON WALLS,REPLACE 5/8"GYP.WALL BOARD W/5/8"CEMENTITIOUS MIN. PUSH SIDE MIN. Z Z PUSH �/f J BACKER BOARD.TILE WALL APPLICATION TO BE PER THE FOLLOWING: ap Z Z v Z_ -CERAMIC TILE 'T f PUSH X } } I SIDE R m -DRYSET OR LATEX PORTLAND CEMENT BOND COAT N SIDE N 24" a -MEMBRANE(IN WET AREAS) 3 172"GLASS FIBER SOUND GL- 11/4"CLEAR TEMPERED FLOAT GLASS M' IN O a IT WILL BE THE RESPONSIBILITY OF THE TILE SUB-CONTRACTOR/INSTALLER TO INSTALL ALL ATTENUATION BATT (d) (e) Q a THE WALL TILES AS REQUIRED FOR PROPER INSTALLATION TO METAL STUD WALL ASSEMBLIES. INSULATION I 4'-0" FRONT APPROACHES-SLIDING SLIDE SIDE APPROACH-SLIDING DOORS AND FOLDING DOORS DOORS AND FOLDING DOORS 8 T DATE WALLHEIGHTS: F- ULC SIDE r PULL SIDE PULL SIDE (DIRECTION OF APPROACH 11/13/2019 A8.1 24^ NOTE: REVISED DATE i m P FERR } Z 1. ALL DOORS IN ALCOVES 3 ADJACENT g X } pq• a _ X WALL UP TO 6"ABOVE ADJACENT CEILING FRAMING GL-1 18" 24" SHALL COMPLY WITH THE a DOOR MIN. CLEARANCES FOR FRONT 1 a SSMA 362S125-30 - NON BR'G - STC -45 N OF MIN' MIN' a ^ m I i i APPROACHES 8 '' 2. ALL DOOR APPROACHES DRYWALL JOINTS STAGGERED 24"ON EA.SIDE AND ON OPPOSITE SIDE I i 1 L//F± Y WALL UP TO UNDERSIDE OF FLOOR DECK ABOVE SHOWN MAY NOT BE N iii (a) (b) NOTE: (c) NOTE: (0 APPLICABLE FOR THIS LL-11 ,I I, FRONT APPROACHES- HINGE SIDE APPROACHES IF Y=60",THEN X=36" LATCH SIDE Y=54"IF DOOR LATCH SIDE APPROACH-SLIDING PROJECT. 1 b SSMA 362S 125-30 - NON B RSG I ` _ _ _FINISH FLOOR SWINGING DOORS SWINGING DOORS IF Y=54",THEN X 42" APPROACHES- HAS CLOSER DOORS AND FOLDING DOORS SWINGING DOORS ( SHEET SAME A3 ,a EXCEPTQMITSQU"°'NSULATI°" IN RELIGHT MANEUVERING CLEARANCES AT DOORS /� OFFICE 104, 105 C MINIMUM ACCESSIBLE FLOOR CLEARANCE A8 1 m /`1 SCALE: 1/4"-1'-0" QJOR.TIGARD9900SWGREENBURGRD/DETAILS/WINDOW_I J SCALE: 1/q" = 1'-0^ m HANGER WIRE,PER SUSP.CEILING MFR. �y "FIRE STOP DEFLECTION TRACK"OR ��� C�r� APPROVED EQUAL RATING. ATTACH E 1 IE GWYN TO SHEATHING ABOVE PER MFR. SPECIFICATIONS DEFLECTION SLOTTED 2x RECESSED LIGHT FIXTURE- SUSP.ACOUST.CEILING TRACK- ATTACH TO SEE ELECTRICAL PLANS SYSYEM, PER SCHED. A ON STRUCTURE ABOVE(2) ��t DEFLECTION SLOTTED TRACK- #8 SHT. MTL.SCREWS ATTACH SHEATHING ABOVE @24"O.C. DO NOT TIE SUPPORT WIRES INSIDE FIXTURE OPENING.GRID CONTRACTOR TO ATTACH(2)SLACK WIRE:(1)AT OPPOSITE CORNERS TO CEILING,ELECTRICAL CONTRACTOR WILL ATTACH SLACK WIRES TO FIXTURE,FOR EARTHQUAKE SUPPORT ai UNDERSIDE OF FLOOR/ UNDERSIDE OF EXISTING o ROOF SHEATHING. FLOOR/CEILING/STRUCTURE. NO DRYWALL SCREWS THIS AREA 2x RECESSED LIGHT FIXTURE(SEE BIDDER/DESIGNED , O 5 ELECTRICAL DRAWINGS FOR ADD-L.INFO.) g3 5/8"TYPE'X'GYP.WALL NOTE: �LO BOARD EACH SIDE. UNLESS 5/8"TYPE'X'GYP.WALL ELECTRICAL&LIGHTING ARE BIDDER/DESIGNED SYSTEMS. N Luo NOTED OTHERWISE PER BOARD EACH SIDE. SEE BIDDER/DESIGNED ELECTRICAL DRAWINGS FOR ADD'L. 3 V)01 WALL ASSEMBLY TYPE UNLESS NOTED INFO. OTHERWISE PER WALL uM ASSEMBLY TYPE j– WALL PER WALL TYPES L (73 sto 0 o+ 01 TYP. DEFLECTION HEAD DTL. SUSPENDED CEILING INSTALLATION s 8 SCALE: 3-=1'-0' OJOR-TIGARD 9900 SW GREENBURG RDIDETAILSIWALL-DEFLECT-HEAD FR Z SCALE: 3"= 1'-0" QJOR-TIGARD 9900 SW GREENBURG RD/DETAILSISUSPENDED CEILING INSTALL GENERAL NOTES: W C 1. SUSPENDED CEILING SYSTEM TO BE INSTALLED IN ACCORDANCE w/STATEWIDE ALTERNATIVE METHOD 06-01. SYSTEM TO BE A'HEAVY DUTY'SYSTEM CONFORMING TO THE REQUIREMENTS OF ASTM C635-00. MO{11TALITT ncasM CEILING CONTRACTOR TO PROVIDE(3)COPIES OF MFR. DATA or ICC-ES EVALUATION GYPSUM BOARD PER WALL REPORTS AND SCHEDULE OF FIXTURES AND OTHER CEILING SUPPORTED EQUIPMENT TYPES. AND THEIR WEIGHTS TO ARCHITECT/ENGINEER FOR REVIEW AND SUBMITTAL INTO WALL PER WALL TYPES. THE GOVERNING AGENCY. 6800 SW 105th ave.Ste.101 Beaverton,Oregon 97008 2. SUSPENDED CEILING SYSTEM STANDARDS PER OSSC SECTION 1613.1,ASCE 7, CISCA. p509.469.M f 503.469.9878 GALV.METAL ANGLE, PAINTED TO 1.800241.3668 MATCH WINDOW FRAME,BOTH 3. SEISMIC JOINTS SHALL BE PROVIDED EVERY 2,500 SQ. FT. OF CEILING AREA. CEILING w .waHnc.net SIDES OF WALL AREA MUST BE ATTACHED TO TWO ADJACENT WALLS AND/OR INDEPENDENTLY SUPPORTED SOFFITS. 4. WHERE SUBSTANTIATING DOCUMENTATION IS PROVIDED, PERIMETER CLIPS MAY BE USED TO SATISFY 2"CLOSURE ANGLES&SPREADER BAR REQUIREMENTS. BACKER ROD BETWEEN WINDOW FRAME&METAL ANGLES. STRUT TABLE L ALUMINUM STOREFRONT rTO IZE MAX. LENGTH r N MULLION AND GLAZING. Z N NDUIT(EMT) 5'-10" w Z o 0) cc (D LO Z NDUIT(EMT) 7'-8" G v W O DUIT(EMT) 9'-9" W W H W END CAP DETAIL 62S125-33 MTL. STUD(1-5/8"X 20 GA.) 12'-0" O Q O BACK 162S125-33 MTL.STUD(1-5/8"X 20 GA.) 15'-0" w w} � QSCALE: 3'= '-0" OJOR-TIGARD9900SW GREENBURG RD/DErAILSMALL-MULLIONJUNCTION 50S125-33 MTL.STUD(2-1/2"X 20 GA.) 13'-6" ZOfJ VBACK 250S125-33 MTL. STUD(2-1/2"X 20 GA.) 15'-0" O Qcn p ZF-� ww z0 ACOUSTICAL CEILING TILE/ r�^ cn =)SUSPENDED FURRING CEILING/ HANGER WIRE Z v, m m SEISMIC SEP. JOINT SOFFIT SYSTEM PER PLAN w O Q w PER MFR. 0Q ___ _ U j- 0 O o o n n n LL1 O fp PLAN PLAN PER PERI I I O O 5/8"TYPE"X" Q 0) GYP.BRD. 3/4" SEISMIC SEPARTION JOINT CORNER BEAD 8" 8" 5/8'TYPE'X"GYP.BRD. MAX. MAX. RUNNER PER PLAN SUSPENDED FURRING HANGER CEILING/SOFFIT SYSTEM 4— WALL HANGER WIRE WIRE #6 SCREW STABILIZER 4 WALL BAR #6 SCREW NOTE:SUSPENDED ACOUSTICAL CEILING SYSTEM AND L.` U) ALL RELATED HORIZONTAL/VERT. FRAMING/ 0 n o 0 0 o 6O TRANSITIONS TO BE ENGINEERED BY MFR.AS A COMPLETE ENGINEERED SYSTEM.MFR/INSTALLER TO SOFFIT DETAIL PROVIDE ENGINEERING/DRAWING AS REQUIRED TO LOCAL JURISDICTION FOR REVIEW/APPROVAL w/ g APPROVED SCALE: 3'--' 0' QIOR-TIGARD 9900 SW GREENBURG RD/DETAIL&CEILING_SOFFIT2 2"WALL ANGLE FASTENER 2"WALL ANGLE W 2" 2' WALL ANGLE SECTION VIEW WALL ANGLE SECTION VIEW W SSMA 362S125-27 MTL.STUD UNATTACHED END OF GRID ATTACHED END OF GRID � Z Q m BRACE @48"O.C.-COPE END VERTICAL COMPRESSION STRUT AT 12'-0'O.C. EACH WAY(MAX.)-FIRST POINT TO BE 6'-0' STRUCTURE w/(22))SCREWS. - AND ATTACH TO FLOOR/CEILING FROM EACH WALL. (SEE STRUT TABLE FOR m C �� a , ALLOWABLE LENGTH/SIZE OF STRUTS) S 9 � N COPE END OF BRACE&ATTACH #12 GAGE, GALVANIZED, SOFT ANNEALED, p w/(2)SHT MTL.SCREWS / MILD STEEL HANGING WIRE @ 4'-0"O.C. EACH WAY(MAX.)ATTACH TO FRAMING AS SHOWN IN SECTION VIEW w q�" � " � MAIN RUNNER @ 4'-0"O.C.,TYP. �y 4412 GAGE SPLAY WIRES IN PLANE SATE OF RUNNERS,ATTACH TO ROOF 11/13/2019 q FRAMING PER MFR.@ 12'-0'O.C. eo WALL PER PLAN A5 i CEILING,PER PLAN AND 4'-0'O.C. FROM WALLS t REVISED DATE CROSS RUNNER @ 2'-0"O.C. a I a WITHIN 2"OF CROSS TEE. a ISOMETRIC @ TEE a m a WALL BRACE DETAIL SUSPENDED CEILING DETAIL HEET AR a SCALE: 3"=1'-0" OIOR-TIGARD 990D SW GREENBURG RD/OETAILSNJALL BRACE DETAIL SCALE: 3"=-1'-0" QIOR-TIGARD 9900 SW GREENBURG RD/DETAILS/SUSPENDED CE/LING DTL / \V Z 0 C