Loading...
Plans (69) BU P2019-00244 C)FF + ECOPY CITY OP TIGARD REVIEWE3 FOR CODE COMPLIANI;X Approv 1 OTC: rer ,it#t �� �j7 ' 1� Yc.,q1 MI II sW I ou etsoreac Address; ! p�_O fa �'1"�P.n �,, ,r co llilll111111 glIr ��.1IIIT _ =IIIIIltlilll11y t IIIIIIItIEII= F I N I 1tC#* Architecture Interiors O !�� r Date; Plannin ■ En ineerin+, .,.�4I ii •• = illllllllllllilllllllllllllll� - gggTENANT IMPROVEMENT I I "I I I r IL7. –eg•' 1 t STRUCTURED PARKING71 '1 _ �' ■0■ - I� � `, IklIIfIIIIEfllfllll}IIII4, II 111 1111111 1 1 J —1 // 0r- , J j /`� Ill klllllllllllEIIIIIIIVIII� it- J ri RECEIVED �_ �, �JI I ,� � �lillllllll, SEP 3 2019 a . ... Portland, OR �.: r" 1J — CITY OF TIGARD J /- NY. _ �r 503.224.9560 ' ;(9 c• - 5 LINUULN . SUITE 400 SITE� ' ' ty - -4 ..., ----, w.. c 10 2 SW GREEN BURG RD 206.749,9993 :sCIFr' —i' s.. yr� 1� www.mcknze.com / '') i r� � � 9 .r VIII , TIGARD , OREGON MACKENZIE . ,� , , n• ` ::a IIIIMIla 1,11- Ig °IIfi'lIIIIMCI :y s,•,� — 111,111111 q ARCHITECTURAL LEGEND jh i ij DESIGN DRIVEN I CLIENT FOCUSED AVIV tat' fllllllllllli,/ (—._=:. .. n''N .TIIIIIIIIII \ yAIIA – Client PLAZA = 1 111 I,I 1111111 = CI--LILII1llllli f llf l ill I-1141 i l llll = ---, �---- VALIDi-�ypFPERMIT!ll q� !!ff II`` EXISTING CONSTRUCTION TO REMAIN THE ISSUANCE OF q PERMIT � � F.,:±.. STRU�RE6 PARKING – \ _ - III IIIIIIIIIIIIIIIIII-I = 411177117111111 - Ea $ASED ON CONSTRUCTION I - , EXISTING WALL TO REMAIN71r w iiiiiiiilli Illilii n .LIIIIIu 1I1I111111111I1I111I illi 111 DOCUMENTS AND OTHERNEWWALLTOUNDERSIDEOFGRID, SEE4/A5.20 DATASHALLNOTPREVEn ' swoak}s►re� REQUITHE RING oEFCORRFROM 1 EXISTING COVERPLATE OF ERRORS. OSSC TION P ba 24105.4 EXISTING OUTLET AND TELEPHONE/DATA INDEX OF D RAW I N G S A NEW OUTLET AND TELEPHONE/DATA I. IV1AP GENERAL 1 VICINITY S$ EXISTING LIGHT SWITCH G0.01 TITLE SHEET, KEY PLAN, LEGEND, AND GENERAL NOTES Project gi. Q,o NOT TO SCALE 8F EXISTING BASE FEED ARCHITECTURAL FINITY A1.10 PARTIAL FOURTH FLOOR PLAN, DEMO RCP, REFLECTED CEILING PLAN AND NOTES SUITE 400 toe NEW LIGHT SWITCH WITH OCCUPANCY SENSOR A5.20 INTERIOR DETAILS AND SCHEDULES TENANT FS EXISTING FIRE STROBE IMPROVEMENT Wal EXISTING WIFE 5 LINCOLN L . 0EXISTING THERMOSTAT SCOPE OF W10200 SW GREENBURG RD. 1 111 THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS, FOR AN EXISTING TIGARD, OREGON r1 - EXISTING 2'X2'CEILING GRID AND TILE TENANT, WITH AREA OF WORK OF APPROXIMATELY 482 SQUARE FEET ON THE FIFTH FLOOR OF SEVEN III EXISTING 2'X4'LIGHT FIXTURE FLOORS TOTAL. WORK TO INCLUDE DEMOLITION, NEW WALLS, DOORS, RECITES AND FINISHES. #1)L VALUATION: $15,638 C J u ' ' ' ' EXISTING 2'X4' LIGHT FIXTURE TO BE DEMOLISHED OR RELOCATED n� rte ► l ire 1 ... 11111 _ `. __� • :I' , „ u - y 0 { I I NEW OR RELOCATED 2'X4' LIGHT FIXTURE i PA(1L,I • 0 Air I In - .ee i o. ,� ', , , J, •ii___ 4 I� 0 X EXISTING SUPPLY/RETURN VENT TO REMAIN 6 ' X C= I m. EXISTING SMOKE DETECTOR DESIGN/CODE DATA dvcr NI 'REG' .2 -4_ a o 00.8. EXISTING OCCUPANCY SENSOR GOVERNING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE ; ah ■ ® ,. p _, �,, I :�1 OCCUPANCY: B ori' EXISTING SPRINKLER HEAD CONSTRUCTION TYPE: TYPE I-B 3 ) ® ® ® TENANT AREA: APPROXIMATELY 15,748 SQUARE FEET TOTAL, 482 SQUARE FOOT EXISTING CEILING POWER AND DATA AREA OF WORK C OCCUPANCY LOAD: 158 © MACKENZIE 2019 ALL RIGHTS RESERVED LTHESE DRAWINGS ARE THE PROPERTY OF P 2 REQUIRED EXITS, 2 EXITS PROVIDED. MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, CODE SUM MARY LEGEND BUILDING IS FULLY SPRINKLED AND HAS NEPA SMOKE DETECTION WITH ON SITE EMERGENCY WITHOUT PRIOR WRITTEN PERMISSION GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. REVISION SCHEDULE 2 KEY PLAN EMT EXIT ACCESS diti . Delta Issued As Issue Date iii. Q,Q 4TH FLOOR 0 ILLUMINATED EXIT SIGN SEPARATE P E R M I T NTS FIRE EXTINGUISHER LOCATION 2014 OSSC SECTION 107.3.4.2 (BY SEPARATE PERMIT) AREA OF WORK FIRE SPRINKLER FIRE ALARM MECHANICAL PROJ ECT GENE RAL NOTES DIAGONAL DISTANCE = 176'-2" ELECTRICAL 3 DIAGONAL = 58'-6" (MIN. DISTANCE ALLOWED) NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN INTENT. THE PROJECT INTENT IS TO PROVIDE FOR A COMPLETE, WORKING SYSTEM. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT --- -- DISTANCE BETWEEN EXITS: 99'-7" INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. m mme. — COMMON PATH OF EGRESS TRAVEL = 54'-11" MAX. ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF SHEET TITLE: WORK. ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. SYMBOLS AND REFERENCES TITLE SHEET, D RFIp`CTOR AND BLOALLED TO THE ATTENCTORS SHALL TEON OF MACKEXAMINE EN IE.THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR SPE ICATQ S SHALBECALLED CONTACTS KEY PLAN, 411 w PROJECT NORTH LEGEND AND E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. lip TRUE NORTH ARCHITECT CONTRACTOR GENERAL F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. FILLED ARROW MACKENZIE RUSSELL CONSTRUCTION G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FEE) REFER TO FINAL FINISHED FLOOR ELEVATION, WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED A DETAIL# 1515 5E WATER AVE, SUITE 100 PORTLAND, OR 97214 24915 SW 105TH AVE TUALATIN, OR 97062 NOTES ACCESS FLOOR. INTERIOR ELEVATION KEY MARK . y SHEET# CONTACT: LINDSEY CARPENTER CONTACT: DONN STURDIVANT DRAWN BY: KGB, CAK H. DONOT SCALE DRAWINGS. Sl IB-CATEGORY TEL: 503.224.9560 TEL: 503.692.9002 I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. CATEGORY FAX: 503.228.1285 EMAIL: DSTURDIVANT@RUSSELLCONSTRUCTION.COM EMAIL: LCARPENTER@mcknze.com CCB: 58918 CHECKED BY: MRT, PDK J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD , REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. KEYNOTE Ili SHEET: K. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR WORK. THE CONTRACTOR WILL COORDINATE CLEAN UP OF ALL AREAS AFFECTED BY DUST OR ANY SPACE NAME LANDLORD/OWNER MATERIALS, BOTH DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR OFFICES SPACE # ROOM/SPACE IDENTIFICATION 114 SHORENSTElN REALTY SERVICES 4::;Iari OF TIGARD OCCUPANCY BY TENANT. ® FLOOR FINISH 5335 MEADOWS ROAD, SUITE 275 ApprOvoid by Planning L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. PG001 Rs WALL BASE FINISH LAKE OSWEGO, OREGON 97035 Date: ■ M. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED AND PROTECTED UNTIL IT IS REMOVED FROM THE SITE BY THE OWNER. CONTRACTOR SHALL WALL FINISH CONTACT: ROB FABIAN 'nitiAlIC .._._- ...4•2_10 ' COORDINATE WITH THE OWNER. ETEL:MAIL: 53 .41 .4844JOB NO. RFABIAN@SHORENSTEIN.COM 2190950.05 DOOR SYMBOL NUMBER 10iD PERMIT SET: 08/28/2019 2190950051DRAWINGSIARCHITECTURAL105 GO.01.DWG CAK 08/28/19 08:40 1:96.00 . . GENERAL NOTES - x • A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. 4C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. rt D. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAILS 2/A5.20. Ihi Ill ''q, u 0 II Architecture ■ Interiors E. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS Planning r Engineering x 0 x 3s( a._:. BY SEPARATE PERMIT. )FS -Q F. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. IE AI) 11 1 CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. cap i___ 4- G. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. _ XIPortland, OR - (m ;Y t I, H. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD 503.224,9560 —„12 0— - — - • II UNLESS NOTED OTHERWISE. Vancouver, WA O B • I. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE OBSERVATION, OF AREAS OF 360.695.7879 '' TX IT HERW HAS BEEN PERFORMED (ON 08/21/2019 WHILE OCCUPIED) AND PLAN ELECTRICAL AND Seattle, WA WORK ONLY, ,I CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE 206.749.9993 Oak AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. www.mcknze.com 1><1 _ XJ. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. 4 .d: K. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. M AC IC E N Z I E DESIGN DRIVEN I CLIENT FOCUSED 0 • VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY Al FSE( (16 111 l2( 1 0 X ii X 11 • X1i ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. Client ,Iii ' • L. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH OFFICE I )3( ± ' )e( I )3( EXISTING. © 4014 • 4 M. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-8"± (EXISTING) AFF, UNLESS NOTED OTHERWISE. (13 •,) •EXIST N. CENTR ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING 401A GBR � - // 0 ty PENETRATIONS IN CENTER OF 2X2 TILE, UNLESS NOTED OTHERWISE. 0 / _L ° TYP. E _ imi ill 0 , O. ADD SOUND INSULATION IN ALL NEW WALLS. OPEN IL -. OFFICE - ill X 1 - -• h( x P. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE 404 OFFICE — PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE EXIST • ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO 38/PINST1R 402 REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY Project EXIST FINITY 402A GAP = CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. COCONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION SUITE 400 li ,...j' IU• 4 _ —_ AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND APPROVED TENANT �� - - ■ i BY LOCAL JURISDICTION THROUGH SEPARATE PERMIT. IMPROVEMENT • 1 5 LINCOLN OFFICE S. 1 _ — KEYNOTES 10200 SW GREENBURG RD. 0 403 TIGARD, OREGON EXIST GI3rP Ma - 1. ALIGN NEW WALL WITH EXISTING WALL. h( 11 At )1( 3g( 2. ALIGN NEW WALL WITH EDGE OF EXISTING BUILDING COLUMN. �� 403A onN, I # 3. PROVIDE FAUX MULLION WHERE NEW WALL MEETS WINDOW LINE, TO MATCH BUILDING STANDARD. j�./+�� U t CONFIRM FINAL SPECIFICATIONS WITH LANDLORD. -- PAUL 1 • .- vA 14D Qpia a...y iiir y w 4. EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. OBSERVATION IS '� �r o14 TLIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES. ANY VARIATIONS TO BE I. • n � CONFIRMED ON SITE BY CONTRACTOR. tIT '0' N' •REG. 5LA — A( 11 . NEW 2'-0" WIDE TEMPERED FRAMED RELITE TO MATCH TENANT BUILDING STANDARD, SEE DETAIL t/' t't, 8/A5.20. %i Wito )8( 4 . % — 6. NEW 5'-0”WIDE X 4`-0"TALL TEMPERED FRAMED RELITE TO MATCH TENANT BUILDING STANDARD, SEE DETAIL 8/A5.20. SILL HEIGHT AT 3'-8"AFF. MACKENZIE 2019 ' �� 7. EXISTING CARPET AND RUBBER BASE TO REMAIN. NEW RUBBER BASE AT NEW WALLS ONLY AND/OR O ALL RIGHTS RESERVED ENTIRE WALLS/ROOMS WHERE AFFECTED BY CONSTRUCTION, TO MATCH EXISTING. THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED • 8. PAINT NEW WALLS ONLY AND/OR WALLS/ROOMS WHERE AFFECTED BY CONSTRUCTION, TO MATCH OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION EXISTING. CONFIRM FINAL SPECIFICATIONS WITH TENANT. = i REVISION SCHEDULE Delta Issued As Issue Date A iPARTIAL FOURTH FLOOR PLAN DEMO RCP REFLECTED CEILING PLAN # 118"=1'-0" ' 1 118"=1'-0" 118"=1` 0" . , SHEET TITLE: PARTIAL FOURTH FLOOR PLAN, DEMO RCP, REFLECTED CEILING PLAN AND NOTES DRAWN BY: KGB CHECKED BY: MRT, PDK SHEET: A1 . 1O JOB NO. 2190950.05 PERMIT SET: 08/28/2019 2190950051DRAWINGSIARCHITECTURAL105 Al.10.DWG CAK 08128/19 08:40 1:96.00 FLOOR OR ROOF STRUCTURE / 33 MIL 3-1/2" METAL POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT BERC 2 " ,' STUD BRACING TO FLOOR WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS 8 MAX. DIRECTLY TO WALL FRAMING CLIP STRUCTURE AT 8'-0" OC j WITH (2) #8 SHEET METAL SCREWS AT EACH ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS II,N \ END. BRACING TO BE WITHIN 8" OF PERIMETER PROVIDED WHERE 0 /17/ _ LATERAL BRACING WITH APPROVED VERTICAL DISTANCE BETWEEN COMPRESSION STRUT AT 12'-O" OC EA WAY 2" / ' • N JIN , PERPENDICULAR • COUNTERSLOPE HANGERS IF MORE THAN 16 OUT OF PLUMB , INTERSECTIN WALLS OR ArchitectureInteriors Q. )ii\ \ '� / HORIZONTAL BRACING • ti 4D %q )4,. BETWEEN WALLS EXCEEDS Planning • Engineering // L \. "ATTACHED 8 -0 OC r , . _ I - WALL" A •a .: 3" SOUND ATTENUATION 00 - > O° , .4 = BATT. 4 -0 CENTERED ON �' 1-:_: WALL WHERE NOTED. 0cEJLJNG EDC AT WALL NTS SUSPENDED CUT TILE FOR TIGHT FIT CEILING — Portland, OR 0 . NOTE: FOR UNATTACHED WALLS PROVIDE A AT WALLS 503.224.9560 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP / '- CASING BEAD USG 200-A Vancouver, WA GYPSUM BOARDrL.:'''� ATTACH STUD TRACK -- DO NOT SCREW BERC 2 CLIP TO TRACK , ›.--/ y EACH SIDE /I:'; 360.695.7879 I.'. THROUGH GRID TABLE MAX. LENGTH G. --- :: Seattle,WA �,. % �- CROSS RUNNERS FIT BETWEEN MAIN RUNNERS SOUND ATTENUATION $'� MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 1/2" DIA CONDUIT (EMT) 5'-10" INSULATION AS OCCURS 206.749.9993 ------7-61-0" A-�'% WIRE AT 4'-0" OC OR WITH #10 WIRE AT 5'-0" OC EA WAY 34" DIA CONDUIT EMT) 7'-8" METAL STUDS. BOTTOM TRACK TO FINISH wwWmcknze.com 6 -0 MAX LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC 1 ' DIA CONDUIT EMT 9'-g" SEE WALL HEIGHT F..; I -•\,- - , �_ � " 2" SGL 1615125-,5.5 M� L 5� UL) � �� � = :=_ FLOOR WITH POWDER EA WAY. BEGIN BRACING WITHIN 6 -0 OF PERIMETER AND 12 -0 TABLE FOR SIZE <::; DRIVEN ANCHORS AT M AC I< E N Z I E. FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF (1-5/8"x2OGA) AND SPACING r'�`` 4'-0" O.C. DESIGN DRIVEN I CLIENT FOCUSED NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN BACK TO BACK 162S125-33 15'-0" x¢ • CONTINUOUS ACOUSTIC Client APPROVED TYPE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO MTL STUDS (1-5/8"x2OGA) ' ' SEALANT EACH SIDE BLDG STRUCTURE. SGL 250S125-33 MTL STUD AGAINST TRACK NO WIRES TO HAVE A 200# CAPACITY. SUSPENDED CEILING TRAPEZE DUCT WORK AND 13 -6 SEALANT AT SIMILAR BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND OTHER LARGE (2-1/2 x20GA) lg; CONDITION ASTME580 OBSTRUCTIONS BACK TO BACK 2505125-33 15'-0" r112, finity MTL STUDS (2-1/2"x20GA) 0 1 4. -- CONCRETE SLAB o .,....,-- A._ SUSPENDED CEILING BRACING 4 WALL - TO UNDERSIDE OF GRIDo Q NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS Z A 5.2 AT FLOOR AND SUSPENDED CEILING 3"=1'-O" a THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. c cr C13 --ft .� .----- WALL PER PLAN , Project DOOR SCHEDULE HARDWARE GROUPS ±~ . : • GYPSUM BOARD WALL AS FINITY f•.;., OCCURS SUITE 400 DOOR DOOR OPENING DOOR FRAME I DETAILS HARDWARE RATING COMMENTS DOUBLE STUD AT JAMB, TENANT NO. SIZE THK I TYPE I MATL I FINISH MATL I FINISH I GROUP �— flI .,J__ TYPICAL H-1: PASSAGE IMPROVEMENT EXIST 3'-0x8'-6" EXISTING DOOR - LATCHSET. F75 GRADE 1, ._.... ...< ... 401A 3'-0x8'-6" 1 /4" FUBurrs, SEAL, STOPS 5 LINCOLN R SC S HMK FF 8/A5.20 H-1 - - � 10200 SW GREENBURG RD. :` 402A 3'-0x8'-6" 1-3/4" FUR SC S HMK FF 8/A5.20 H-1 - - TIGARD OREGON 403A 3'-0x8'-6" 1-3/4" FUR SC S HMK FF 8/A5.20 H-1 - - . / MATCH BUILDING ,STANDARD • GENERAL NOTES ABBREVIATIONS z r Lr•. . ... • ``4)C A. ALL DOORS/CLOSURES TO BE CHECKED,ADJUSTED,AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. - ;' B. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS. EX EXISTING �.:•:i� _ PAUL W �/ / c� C. VERIFY DOOR HEIGHT DIMENSIONS.APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. FF FACTORY FINISH ir D. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE POSSIBLE. FUR FLUSH WITH ADJACENT RELITE I,': 1 " 3 HMK HOLLOW METAL KNOCKDOWN 0 �• Ir • E. DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 36"TO 38"ABOVE THE FLOOR. - --=- F. MAINTAIN MINIMUM CLEAR WIDTH AT STRIKE SIDE 18"AT PULL SIDE, 12"AT PUSH SIDE. S STAIN Z o y 1/4" TEMPERED RECITE 'o. Ni �REG� „� G. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING: SC SOLID CORE WOOD cn AS OCCURS, TO MATCH . EXTERIOR DOORS 8.5 LBS x o EXISTING TENANT �� INTERIOR DOORS 5 LBS �' z STANDARD Q�' 1 FIRE DOORS 15 LBS o H. EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE•OF A KEY, SPECIAL EFFORT OR SPECIAL KNOWLEDGE. NO ' LATCH OR LOCKING DEVICE EXCEPT PANIC HARDWARE PERMITTED. J :.I © MACKENZIE 2019 I. DOOR OPENING HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT AND SHALL NOT REQUIRE TIGHT GRASPING OR '- ""'" " ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF TWISTING OF THE WRIST. I� MACKENZIE AND ARE NOT TO BE USED J. EXIT DOORS SHALL NOT BE LESS THAN 3'-0" IN WIDTH AND 6'-8" IN HEIGHT. PROJECTIONS, INCLUDING PANIC HARDWARE, SHALL l; OR REPRODUCED IN ANY MANNER, NOT REDUCE THE OPENING TO LESS THAN 32"CLEAR WIDTH. k:.' WITHOUT PRIOR WRITTEN PERMISSION K. ALL GLAZING IN DOORS,ALL GLAZING LESS THAN 18" FROM FINISHED FLOOR,AND GLAZING WITHIN 24"OF DOORS AND LESS w , THAN 60" FROM FINISH FLOOR SHALL COMPLY WITH ALL LOCAL BUILDING CODE REQUIREMENTS FOR SAFETY GLAZING. (USE 1/2" 1- TEMPERED GLASS MINIMUM, UNO.) W REVISION SCHEDULE L. HANDLES, PULLS, LATCHES, LOCKS,AND OTHER OPERATING DEVICES ON DOORS, CABINETS, PLUMBING FIXTURES AND UTILITY 8 DOOR HOLLOW METAL RECITE f.� FACILITIES SHALL HAVE LEVER OR OTHER SHAPE PERMITTING OPERATION BY WRIST OR ARM PRESSURE AND NOT REQUIRINGcc Delta Issued As Issue Date TIGHT GRASPING PINCHING OR TWISTING TO OPERATE,THE FORCE REQUIRED TO ACTIVATE SUCH EQUIPMENT, OTHER THAN A 5.20 HEAD SIMILAR 3"=1 -0 0 EXTERIOR DOORS, SHALL BE NO GREATER THAN 5 POUNDS-FORCE. o * 5 LINCOLN STUD SIZE: 2X" SCHEDULE OF INTERIOR FINISHES LIMITING WALL HEIGHT TABLE RB-1: RUBBER BASE, MATCHING EXISTING SUITE STANDARD INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 ® 5psf P-1: (GENERAL PAINT) MATCH EXISTING SUITE STANDARD, CONFIRM FINAL SPECIFICATIONS WITH DESIGNATION SPACING MAX. WALL HEIGHT TENANT 250S125-18 24" 8'-4" PAINT NOTE: EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATIN WASHABLE FINISH AT 2505125-18 16" 9'-7" SHEET TITLE: WALLS. SEMI-GLOSS FINISH AT ALL TOILET ROOM WALLS AND CEILINGS. FINISH TO HAVE A MASTER PAINTER INDEX OF 3 WITH A GOOD SCRUB RATING AND 250S125-27 24" 9'-10" INTERIOR SHEEN AT 15%-25%AT 60 DEGREES. 250S125-18 16" 11'-3" DETAILS AND 362S125-18 24" 13'-5" SCHEDULES 3625125-18 16" 14'-4" 362S162-33 16" 16'-5" 362S162-43 16" 18'-0" 600S162-33 16" 24'-6" INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS DRAWN BY: CAK WITH CERAMIC TILE FACING L/360 10 5psf CHECKED BY: MRT, PDK DESIGNATION ! SPACING MAX. WALL HEIGHT SHEET: 362S125-18 16" 12'-4" cn . fY 362S125-33 16" 14'-3" � -J Ca I- A5 . 20 WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH I 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. I-- I , 12 WALL HEIGHT TABLE -I JOB NO.2190950.05 A 5.20 PERMIT SET: 08/28/2019 *2190951056addfiKEV MNEMill'tklia445 A512f3Q2WG C X /22/19 08:44 119.6@0