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Plans (4) BUP2019 -00328 I p -� >.. + N 01 y ' Y P fi�S3 �Z 4� BYTV _r . is YID .II I�m x ,R>� p °, Oe li MIGS2 .f Ve m N q t • I , ° ° �, " e a s, p , • " � n t -0 naso I yam 0 , ee-16.1 o\ I ■ ..= -uun,.re .<N Il D.,- R .'aSc' _0tdam RWd L . PcGRAND EUROPEAN TRAVEL ,„I�,.,nl�y iii Architecture Interiors ,- , .',. i ']tigon ,,* $(ps ; �G �_ ,: ,s Planning Engineering p1g 3$w[ a .` aii PaV 11 ` k rt int � m m �;, SI r. m 11 III 1h 4 NJ s,12� . -C} TENANT IMPROVEMENT I r ��m�." P RECEIVED 50 2249 60 f menta r, a,e9an ' I ` i ,, BRIDGEPORT CENTER : SUITE 350 �- SUS'ness .�� Vancouver, WA - Durhdn PnrA! ,! �.�; DEC 042019 360.695.7879 rleonwarcr ..<<: _ e � _ _ 7632 SW DURHAM R D . CITY OF TIGARD Seattle, WA ' BUILDING DIVISIO' 206.749.9993 Serv,[es !�¢�",R a ,w;; ForiLry fie0, f -11 —i_ �� j 1 C 4 TIGARD , OREGON OFFICE COPS' WWWmcknze.com F CITY OF TIGARD MACKENZIE . yy ' 11 - q� '2p it -- � I P f ' -f " Durhnm - _ OryPmk 1 I f _ REVIEWED FOR CODE COMPLIANCE DESIGN DRIVEN I CLIENT FOCUSED a I _t y , Approve �[.� I Client ��• " J F � `"' ! OTC: s''� - ;.: x . /Ff^lfl1� L - II11 1. p/ Permit#: -•dart' _ /' % ,,,. Ie, a / f Address: Str. #: `4 IMFELTON PROPERTIES INC. V, Ic !� BY: Dater=- i w« .�11 sem. .I em,.,u,. 9 I- d, r f 1 VICINITY MAP 2 SITE MAP INDEX OF DRAWINGS 0.0 NOT TO SCALE 0.0 NTS GENERAL G0.01 TITLE SHEET, CODE SUMMARY, KEY PLAN, AND NOTES Project PROJECT GENERAL NOTES ARCHITECTURAL GRAND EUROPEAN A0.01 SYMBOLS AND REFERENCES, ADA REQUIREMENTS AND NOTES TRAVEL 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. A1.10 PARTIAL THIRD FLOOR PLAN, LEGEND, SCHEDULE OF INTERIOR FINISHES AND NOTES SUITE 350 — A1.20 REFLECTED CEILING PLAN, LEGEND AND NOTES ........... ....- -... - B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. A5.20 INTERIOR ELEVATIONS AND CASEWORK DETAILS TENANT A5.21 INTERIOR DETAILS IMPROVEMENT C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK.ANY BRIDGEPORT CENTER CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. 7632 SW DURHAM RD. SCOPE OF WORK D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR SPECIFICATIONS TIGARD OREGON 1 3 SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS OF ' . E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE APPROXIMATELY 4,119 SQUARE FEET ON THE THIRD FLOOR OF THREE FLOORS TOTAL. WORK TO A t M .... ... PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. INCLUDE DEMOLITION, NEW WALLS, DOORS, RELITES, CABINETRY, AND FINISHES. C F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. VALUATION: $115,000 _ :..::::..... "... AUL D 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 ACCESS FLOOR. DESIGN/CODE DATA H. DO NOT SCALE DRAWINGS. I / t f� PORT EXIT- f, _ I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. GOVERNING CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE 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 OCCUPANCY: B OF �� M L RECYCLING/RE-USE OF DEMOLITION DEBRIS. TENANT CONSTRUCTION TYPE: PPE II-B APPROXIMATELY 4,119 SQUARE FEET I 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 MATERIALS, BOTH OCCUPANCY LOAD: 42 MACKENZIE 2019 DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR OCCUPANCY BY TENANT. © ALL RIGHTS RESERVED \ ; 2 REQUIRED EXITS 2 EXITS PROVIDED. 1 L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. ' THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED i BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION WITH ON SITE EMERGENCY OR REPRODUCED IN ANY MANNER, 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 WITHOUT PRIOR WRITTEN PERMISSION GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. 1 COORDINATE WITH THE OWNER. ............ ...:... REVISION SCHEDULE .......... I; ......=%' ...::::- 1 '1 i ?:.:.:.::.:??. ??:; " _ -:..: :.:.::::.::.::.::. Delta Issued As Issue Date ........................................ .. i .._.._.. j `. ........................................... siiiiiiiliii:ii}i}?}::i}::i:i:::ii:i:i::: :-ii::ii:i:i:i:i:i:i: ': i i _. 1 -....... isa ^!({r:}y} iii:_}....:: S: r`. ................ -.: .. e " :' 1 ii:4i.. ....: `_: I .. ......d::::::•.d•:: :::::::.�::::::::::::.�.:..: :. .- .::.. _:'".....:.�:::::::::::::::::.::.:... ._ - ... CODE SUMMARY LEGEND DEFERRED SUBMITTAL ........................................... 0 p G ...................... .. .... ............................. ... ... ..... ... .... . ............... . .. .:::.. ..... .........................................................:........... .... .. ............................................................. ...... ............................................................ LI�1 1 - ............ .,;,. 2019 OSSC SECTION 107.3.4.2 I �s- ......................................................... .... .................... . . .. . .......... (BY SEPARATE PERMIT ......................................................... 1 I' ----- I ..: . .............'=.'............. ................................. ... .%. . . . . . ....... . I. 1 � __ . ....... . . ......................................... ............................. ..... . II 7._-. n _ . ...... ........ ... ................................ .............:........... EX� FIRE SPRINKLER . i i _.. EXIT ACCESS .... ............. ... ... . . _ ..... . FIRE ALARM 1 ::- 1 ... .. . ....... ........................:.. ............ . . . . ._.. I .... ............... ..................... .. . ....................-. I ; ; .:...:: .. I .... ILLUMINATED EXIT SIGN MECHANICAL ................... o ... . ._. I ._ R ... . . .. . ...... . . ...'......�.Y:'..L -....- �� 1 _... .... ... ... ..... . . . 1 . .......:.............................:•.::•:::• ......... I , I I o _. ... ....... . .. :: ELECTRICAL B """"' """"""" FIRE EXTINGUISHER LOCATION .......... . ................:.....'.':::::::::::.:: .-::. :::::.-. ::::::::: :::.-::::::::: ::::: :::::::::::::::.::: ... ....... .:.............::.:'.'. ._:::::::::.-:-.-::::::::::::::::::::::::.......:::. u 1 ............... ................ , , . l ,::-:--_::-.�—:-:-.::-::-::--�-:.-::-::.=-�'--------------------------------_-__---- ----- PLUMBING ............. ....:.. .: :?i?:iii.....: '.:_.::..iii}::ii7iiF;i .i::: ' ' - I 1 / :::::::::::::::::. ::. . ::.'.'::::::: _... ----- , EXIT ILLUMINATION ............... :... ... ............. --" ........::: -:::::...... 1 1 �:..:—::::::::::::::::::::..: .......... ..... ... ............. .. ................................ ............ .......... ... .... I 1 , .---..:.':: y ;-: .::::: ::: :::::: :::>; I .. ... ,--'...................... NOT IN SCOPE .. ....... .. .. . . . . . ..... .......:::::.�.:. -1., I , J I ,— i I ............. . " "'" ; ; NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. .: ... " .. . . .. SUGGESTED PATH F ILLUMINATION -�- �-� �----- �--�-�-�-�---- - SUGGES E O EGRESS LLU ON .. ..... . .-------- 1 I .......::::::::::.'::::. . :::::::::::._::._:::::::::::::::::::::::::::::::. ::::. ::. ::::. . :._:::::::::.-::.-.: ..... . .. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT ............I--..... ... .................. � 1 1 I .... . . . . . . . .. . ....... . .......... .......... .. ` .................................................................................................. INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO SHEET TITLE: .. ................................................................................................... , I r1 . . . . . .... ...... .. ... . . . .... ... . ......_. , , . . ................................................................................................... �� --.- 4 . DIAGONAL DISTANCE = 93-9 ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL . . . . :::. . . . . ...... ...::::. I 4 I ..�W.� .}iii}F.F.iiiiiii:4iiiiiii:?iilifi-...... g}i}iE}i}i}i}iFiiiriiiiiiiiiiiiii}iiiii}iiig}:}:F}:}i -. E 4 - III ' . ':::. ..... . . . ::. I, -.:.c.:.:::........_.................._.........................._..................... .._.........................................._..................................................................::c:. I P' _ .. ___. . .- .. .. . ..... ................... --- - - ._ _......_...._...........................,-.-.- .......................... I 1 TITLE SHEET _ ......_.._.._........._....__..... ._........._.. _................................................................................................................... . 9 I I ..... .. . . .......%..... .... I. _. ._ �� ............... .............................................................................. ,I II 1, DIAGONAL - 31'-3" (MIN. DISTANCE ALLOWED) ... ... + I 1 �::. Fc. �.. 'r .i-:i-isc:c.'..:'. ..........:.::.[5:i-:itii-}i}i:-i}iE:-i}i?iFiiiii:i-ii:i'iiiiiiiiFiiiiiiii5ii?i?i'r.?i 7 ._ ::: ._ YCODE .... .... .:.. ... . .... __... ,I—, _ - II - .................................................... '..... .. . ..... ....... . . 1 . ...................'=..........: ...:................. I . . I . . . :.: . . . .........,. . . DISTANCE BETWEEN EXITS: 33,-5" / r, .:::.:::.:::.::.::.ii:.i:.i:.i:.:.:. i. ::::::::::.i:.-.-. .:;.i-.::.::.: . I CONTACTS :. .. . . .................... . . ................ ... ... . . .. . .. ._. . _ �:::::::::�::::�::::� . :::--::-::>:-::.-. .-.-.-:- .� . ..:::...... ... ..............::::::::. i� I � � � � COMMON PATH OF EGRESS TRAVEL 100 0 MAX. ............_....................................................... . �`- ......:-....: : .. ::. ::: SUMMARY, KEY _ .:::. :::::::::.'::. :::::::::._:::::::.'-._:::::.'::::::::::'=.'..'-:.�.::.— ........:...:::.:::-i:-is-i.' .. . .. I ... . . . .. .. ; ............1 -.....,,. ..................,:::::::::::::::::.':::::::::.':.'.'::.'::...............'::...'::::::::::. . . .-. . ::: _ ::: . . ::: .,., . . ..,...... .:.-: .._ .:::::::. MACKENZIE COMMERCIALCONTRACTORS, IN 11 PLAN AND 1 . ::::::.'::::::::::::::.:'.'::.'.':::.'..................... .. . .... . ti :: " " ... O C . ..... '.'.' ::::•:. -::: I :::::.::.::::.>:>::: 1515 SE WATER AVE SUITE 100 7 II .':::::::::.'.':::::.'.':::.'::::.':::::::::::::::.'::::::: \,I :. .. . :. .: :: . 55 3 SOUTH 1ST CIRCLE NOTES - - ---- .................. ..................................................... PORTLAND, R 97214 RIDGEFIELD WA 98642 ......................................... .................. O . ..................... .. ............................ . .... ....... ............................... III J I;I ,I .' ':................... . ... ............. ............................................................ S� e! .. .. .. ... .................. .................... :::.::.::::::::::::.:':..::..:.:. - .::::::::.':::::::::: L� . :. .... ... ... . .. . . ................................. .. ....................... . . . ... . ..:...:.......... :.:::-::-:::.:::.::::'.:..... .. :::::::::::::::....... CONTACT. LINDSEY CARPENTER CONTACT. JAKE MONEY ..:.::: :::::::.......::.....:..........,,..:...:........::::-:::::::::::::::::. . :;. .:__._. ....... :".='.':::'.'.':::::::::::::::::':::....:.....::-='.'.':. .......... ........:::. ... ..... ... ...........:.:::.'::::::.:::.:...:................ . ... . .... ...:.:::::.':::::::::::................... TEL 503.224.9560 TEL: 360-887-7234 ............................................ .................................................................. ...............................__............................................._.........................-............_.- --. .-...._....:.._ DRAWN BY. ALS - _.................................................................................................................._. ._............__................................................................._........................................_....-._..............__ ......--.-................... .......:::::::::. � '::.-:::::::."::.':..........,... ... ....:'.::::':::::.'.':'::.:..............., FAX: 503.228.1285 EMAIL: AKE I :::::::::.: ............................... ... .....=.-.................................. I.. ..:....... . ......:. .. .. : J @CC GC.COM t :::::.::.::::::.::.:: t: ::::::a t: :a:::::::.... ... . . .. ... . . � ,...-.-.-.-.-.-.'.-.-.-.-.-.'.'.'.-.'.'.'.'.'.'.'.'.'...w �I :-::::::::::::::::::::..'::...:. . .. ..':::•:::.-:•:::.::.::::::..... . EMAIL: LCARPENTER@MCKNZE� 7 .COM CCB #: 123729 ... .................. . .. CHECKED BY: LJC, PDK :::::::::..:............................................... :::.'::.'::::.:::::.':::.'.'::.'::::::.'::::::.':::.:.... 1 u I 1 L� 1 n I 1 � „ -::::.-.-::::::.'::.':::::::::::::::::::::::::::::.'.'.'::. 1 SHEET: VALIDITY OF PERMIT —71 I I , I I 1 1 1 I 1 :�::'::�::�::�::�:-i:-i:-ii:�:;�i::�i:-:;-ii:-:�:�;:�;:�:;�i:�i:�i:�:-:;-ii:�i:�i:�i:-i ........................................................... 1 � (' ' . :.::::':::c::... .::.: :r:; i:i::::::::::: :::::::::::::::::::::::::ciit:: ......... „ THE ISSUANCE OF A PERMIT 1 1 I I ......... 1 OWNER BASED ON CONSTRUCTION G0w01 I iFELTON PROPERTIES DATTA SHALL NOT PREENTDOCUMENTS AND OTHER CONTACT: JEFF BORLAUG THE CODE OFFICIAL FROM TEL: 503.227.5799 EMAIL: JEFF@FELTONPROP.COM REQUIRING THE CORRECTION __ J s CODE SUMMARY PLAN OF ERRORS. OSSC 105.4 JOB NO. 0.0 THIRD FLOOR I SCALE: 1/16" = V-0" CITY OF TIGARD 2180241 .12 Approved b Planning PERMIT SET: 12/03/2019 Date: )Z `f I q '218024112'C:ITEMMACPUBLISH_17192\12_G0o1.DWG ALS 12/03/19 11:20 1:96.00 Initials: SLy - _ SYMBOLS AND REFERENCES GENERAL NOTES TPROJECT NORTH A. OVERALL FLOOR PLANS ARE INTENDED TO IDENTIFY ENTIRE FLOOR AREA. SEE INDIVIDUAL AREA PLANS FOR SPECIFIC DIMENSIONS, DETAILING, PARTITION TYPES, AND ADDITIONAL INFORMATION. NORTH ARROW TRUE NORTH B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK. ANY CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN THE PLANS SHALL BE FILLED ARROW CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO THAT THE CLARIFICATION CAN BE A DETAIL# ISSUED. INTERIOR ELEVATION Architecture Interiors KEY MARK 12 SHEET# C. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD Planning Engineering REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. SUB-CATEGORY CATEGORY D. SEE SPAN TABLE ON SHEET A5.21 FOR STUD SPACING E. PROVIDE 7'0" CLEAR MINIMUM TO BOTTOM OF STRUCTURE, MECHANICAL KEYNOTE DUCTS, LIGHTING, SPRINKLERS, ETC. SPACE NAME F. ALL WALLS ARE TO UNDERSIDE OF CEILING GRID UNLESS OTHERWISE NOTED. Portland,503.224.956600 OR OFFIC SPACE # ROOM/SPACE IDENTIFICATION 114 G. ADD SOUND INSULATION IN ALL NEW WALLS. Vancouver, WA Exisr. FLOOR FINISH 360.695.7879 WALL BASE FINISH H. SEE CODE ANALYSIS PLANS FOR FIRE EXTINGUISHER LOCATIONS. Seattle,WA WALL FINISH I. PROVIDE BLOCKING AS REQUIRED ADJACENT TO FIRE EXTINGUISHERS FOR OWNER INSTALLED AED 206.749.9993 STATIONS www.mcknze.com DOOR SYMBOL XIS J. CONTRACTOR TO COORDINATE WALL MOUNTED FURNITURE, INCLUDING BUT NOT LIMITED TO, CABINETRY, PROJECTION SCREENS, WHITE BOARDS, TELEVISIONS, ETC. AND PROVIDE NECESSARY MACKENZIE , BLOCKING AS REQUIRED, DESIGN DRIVEN 1 CLIENT FOCUSED K. CONTRACTOR SHALL COORDINATE DELIVERY AND INSTALLATION OF OWNER FURNISHED EQUIPMENT Client WITH THE OWNER. L. ALL DIMENSIONS TO FACE OF FINISH, UNLESS OTHERWISE NOTED. ALIGN FINISHES WHERE INDICATED. M. WALL THICKNESSES ARE NOMINAL UNLESS OTHERWISE NOTED. IMFELTON PROPERTIES INC. N. DIMENSIONS MARKED "CLR"ARE FROM FINISH SURFACE TO FINISH SURFACE. DIMENSIONS WITH THIS MARK TAKE PRIORITY OVER ADJACENT DIMENSIONS. DIMENSIONS ADJACENT TO LATCH SIDE OF DOORS INDICATE REQUIRED CLEARANCES BETWEEN CLEAR DOOR OPENING AND ADJACENT FINISH. BRAILLE O. ALL DIMENSIONS SHOWN AS PLUS/MINUS (+/-) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. HC SIGNAGE SIGNAGE P. DOORS NOT DIMENSIONED ARE TO BE LOCATED 4" FROM FACE OF WALL TO OUTSIDE EDGE OF JAMB Project SWITCHES AND FHC, FVC, HANDLE UNLESS NOTED OTHERWISE. GRAND EUROPEAN ENVIRONMENTAL OR FEC Q. CONFIRM REQUIREMENTS AND SIZES FOR ALL EQUIPMENT/APPLIANCES PRIOR TO CONSTRUCTION TRAVEL CONTROLS OF CABINETRY/COUNTERS. SUITE 3550 (L - U) R. PAINT NEW AND EXISTING WALLS, LOW V.O.C. PAINT SYSTEMS TO BE UTILIZED,TO INCLUDE PRIMERS TENANT OUTLETS 2 AS WELL AS FINISH PRODUCTS. IMPROVEMENT co cL _ o BRIDGEPORT CENTER S. ALL WALLS TO BE PAINTED P-1 UNLESS NOTED OTHERWISE. 7632 SW DURHAM RD. T. NEW BUILDING STANDARD CARPET TILE AND BASE, UNLESS NOTED OTHERWISE. TIGARD, OREGON z_ NOTE: CONFIRM WITH ELECTRICAL DRAWINGS ~ U. CENTER FLOORING TRANSITIONS AT CENTER OF DOOR JAMBS, UNLESS NOTED OTHERWISE. z O V. PROVIDE VINYL REDUCER AT ALL FLOORING MATERIAL TRANSITIONS, UNLESS NOTED OTHERWISE. ❑ ® ❑ ® SWITCHES AND ❑ ® FIRE HOSE CABINET / A ADA SIGNAGE B OUTLETS C FIRE EXT. CABINET ¢ W. INSTALL CARPET INSETS AT ALL ELECTRICAL FLOOR BOX LOCATIONS, CARPET TO MATCH ADJACENT Q FLOORING MATERIAL. AUL D 1 ADA MOUNTING HEIGHTS X. ELECTRICAUDATA OUTLETS SHOWN FOR REFERENCE ONLY. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS BY PORT DEFERRED SUBMITTAL. Y. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN OF �R PERFORMED ON 07/09/2019, WHILE VACANT AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. © MACKENZIE 2019 ALL RIGHTS RESERVED Z. ALL ELECTRICAL OUTLETS TO BE WHITE, UNLESS NOTED OTHERWISE. THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED AA. ALL ELECTRICAL OUTLETS TO MATCH BUILDING STANDARD, UNLESS NOTED OTHERWISE. OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION AB. COORDINATE AND REFER TO MECHANICAL AND ELECTRICAL DISCIPLINES FOR SPECIFIC INFORMATION, LOCATIONS, DIMENSIONS, CONNECTIONS, AND PENETRATIONS. Z REVISION SCHEDULE 18" Z AC. SEE PERMIT DRAWINGS FOR ADDITIONAL INFORMATION. MIN - m 12 Delta Issued As Issue Date IF BOTH LATCH AD. PATCH AND REPAIR EXISTING CONDITIONS DAMAGED BY NEW WORK TO NEW CONDITION. AND CLOSER AE. ALL EXISTING BUILDING ELEMENTS TO REMAIN UNLESS NOTED OTHERWISE. AF. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING. AG. 100% SPRINKLERS TO BE MAINTAINED THROUGHOUT IN ACCORDANCE WITH THE LATEST ADDITION FRONT APPROACH -SWINGING DOORS OF NFPA 13. AH. WHERE PLUMBING IS TO BE REMOVED, REMOVE ALL FIXTURES, LINES, ETC. TO SURFACE OF SLAB z I I = 54" MIN Al. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB UTILITIES AS oZ� r — — — — o �t : 36" MIN 00¢ui I REQUIRED. Q � N U_v o 22" 12'' SHEET TITLE: ao 42 MI `r j o I IF BOTH LATCH z I I AJ, DO NOT OVERCUT CORNERS AT NEW WALL PANEL/FLOOR SLAB OPENINGS. SYMBOLS AND <r AND CLOSER 00 z I. M N AK. RE-USE ALL DEMOLISHED COMPONENTS (DOORS, WINDOWS, LIGHTS, ETC) WHERE REFERENCES, `F POSSIBLE. SERVICE OR REPAIR TO PROVIDE "LIKE NEW" OPERATION AND APPEARANCE. ADA REOUIREMENTS AL. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO OWNER FOR FUTURE USE. AND NOTES AM. REMOVE EXISTING FLOORING WHERE INDICATED. PATCH, REPAIR AND PREP SUBSTRATE AS HINGE SIDE APPROACH -SWINGING DOORS FRONT APPROACH -SLIDING DOORS SLIDE SIDE APPROACH -SLIDING DOORS REQUIRED TO RECEIVE NEW FINISHES. AN. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. DRAWN BY: ALS ow ow r 0� 24" �S 00 24" `* �0 MIN dN �� I CHECKED BY: LJC, PDK o o z 24" SHEET: MIN A0 . 01 LATCH SIDE APPROACH -SWINGING DOORS LATCH SIDE APPROACH -SLIDING DOORS 2 ADA DOOR CLEARANCES JOB NO. 2180241 .12 1/4"=1' PERMIT SET: 12/03/2019 -218024112• C:\TEMP\ACPUBLISH_17192\12_A0.01.DWG ALS 12/03/19 11:20 1:96.00 LEGEND t4 Architecture Interiors EXISTING CONSTRUCTION TO BE DEMOLISHED Planning Engineering o EXISTING WALL TO REMAIN ® EXISTING DEMISING WALL TO REMAIN ® (ALT.) NEW WALL TO UNDERSIDE OF GRID. SEE DETAIL 5/A5.20 Portland, OR 503.224.9560 �� EXISTING FLUSH FLOOR POWER AND DATA LOCATION II ,", �I Vancouver, WA EXISTING DUPLEX OUTLET 360.695.7879 Seattle, WA EXISTING QUADPLEX OUTLET 206.749.9993 EXISTING DATAIPHONE ROUGH IN LOCATION www.mcknze.com FE EXISTING FIRE EXTINGUISHER LOCATION M AC K E N Z I E. BF EXISTING BASE FEED. (1) PER (4) WORKSTATIONS DESIGN DRIVEN I CLIENT FOCUSED D@ CONVERT EXISTING OUTLET TO DEDICATED Client EXISTING OCCUPANCY SENSOR SWITCH • EXISITING COVER PLATE D• EXISTING COVER PLATE TO RECEIVE NEW VOICE/DATA ROUGH IN IIS FELTON PROPERTIES INC. NEW DUPLEX OUTLET ——————————————-- NEW DEDICATED OUTLET I • I BREAK 8 i p NEW DATA/PHONE ROUGH IN LOCATION 306 1 8Project LSP 5.20 I GRAND EUROPEAN P RB t I I TRAVEL I 6 1 I 2 SUITE 350 TENANT LYPIS _ 4 I A1.10 SCHEDULE OF INTERIOR FINISHES IMPROVEMENT —��_-- 1 BRIDGEPORT CENTER CPT TILE 3d ""`�• CPT-1: BENTLEY MILLS; REDUX 4RXT4,ADDENDUM 402268; SIZE: 18X36 PLANK; BRICK INSTALLATION 7632 SW DURHAM RD. TIGARD, OREGON 9 LVP-1: PATCRAFT;TIMBER GROVE 1325V, JUNIPER 00535 WORK =-- 305 BB • RB-1: (RUBBER BASE) ROPPE; CHARCOAL 123,4" CPT A)JC P RB -`�� P-1: (GENERAL PAINT) BENJAMIN MOORE;SUPER WHITE OC-152; EGGSHELL FINISH AUL D �� P-2: (ACCENT PAINT) COLOR TO MATCH PMS 2388; EGGSHELL FINISH. FINAL SPECIFICATION TO BE C� CVT SERVER a ., 304 CONFIRMED WITH TENANT. • PORT 0 \\ PXIRB 5 PL-1: (PLASTIC LAMINATE;VERTICAL)WILSONART; FOSSIL SHALE D504-60; MATTE FINISH z _ q 01., IS PL-2: (PLASTIC LAMINATE;COUNTERTOP AND BACKSPLASH) NEVAMAR; SILVERLINE HAUTELINK HLT004T OF OPEN car TILE----Das OFFICE +3sw SAT: ASSUME ARMSTRONG;2X4 FINE FISSURED SECOND LOOK;ALLOWANCE OF$1.20/SF - CPT T Z O ALL RIGHTS RESERVED � � C MACKENZIE 2019 P R �\ THESE DRAWINGS ARE THE PROPERTY OF \\ MACKENZIE AND ARE NOT TO BE D OR REPRODUCED N ANY MANNER, IS KEYNOTES WITHOUT PRIOR WRITTEN PERMISSION OPEN OFFICE 303 1. ALIGN FACE OF NEW WALL WITH FACE OF EXISTING WALL. SEE 2/A1.10. 1 a REVISION SCHEDULE cPT 2. REUSE EXISTING COOLING UNIT. OFFICE P RB 6 3. PROVIDE BLOCKING FOR TENANT SIGNAGE, IF REQUIRED. CONFIRM FINAL SPECIFICATIONS AND Delta Issued As Issue Date PP ARB XISLOCATION WITH TENANT. ® 4. PROVIDE (3) 4'-0"WIDE INTEGRAL FRAMED RELITES. FRAME TO MATCH BUILDING STANDARD. MODIFY • EXISTING DOOR FRAME AS REQUIRED TO ACCOMMODATE NEW INTEGRAL RELITES. PROVIDE BRACING +`° 1 ABOVE AS REQUIRED. i$'Ai IN 11i 7 5. PROVIDE Z"FIRE TREATED, PAINTED PLYWOOD AT 2'-0"AFF ENTIRE LENGTH OF WALL FOR WALL –J 3 4 36 MOUNTED EQUIPMENT. + OFFICE Ig 520 r, 6. PROVIDE POWER, DATA AND BLOCKING FOR TENANT PROVIDED TV. PROVIDE CONNECTION TO CONFERENCE 309 PP 02TENANT'S DATA SYSTEM ATOPEN OFFICE 303 ONLY. CONFIRM FINAL LOCATION AND REQUIREMENTS WITH TENANT AND TENANTS VENDOR. P RB PRB a 7. PROVIDE HDMI CONNECTION TO FLOOR POWER FOR TENANT PROVIDED TV. CONFIRM FINAL SPECIFICATIONS WITH TENANT. 8. PROVIDE NEW COPPER WATERLINE FOR TENANT PROVIDED REFRIGERATOR. CONFIRM REQUIREMENTS SHEET TITLE: OFFICE XIS Is 7 R WITH TENANT. PARTIAL THIRD PP NRB ^——— — —— ————————— 9. RE-LAMINATE EXISTING CASEWORK, PL-1 AND PL-2, IF FEASIBLE. A. I 10. PROVIDE (2) DEDICATED 30 AMP, 120V CIRCUITS WITH NEMA L5-30R RECEPTACLES. FLOOR PLAN, CLOSET � � I o, I 11. MODIFY EXISTING CABINETRY. LEGEND, 311 i iii CPTrnE--oa I 8 I 12. MODIFY AND CONVERT EXISTING FLOOR POWER LOCATION TO BASE FEED, TO ACCOMMODATE �dD Ili ENTRY IS I ' BREAK i... I TENANTS FURNITURE. COODINATE REQUIREMENTS WITH TENANT AND TENANTS FURNITURE VENDOR. SCHEDULE OF 1 1, CPT 301 +36 P RB LIJ 306 �'- PCPRB I PLVRB D Is , +36 INTERIOR FINISHES 3 DD I 2 -6 I ALTERNATE UPGRADES AND NOTES AA 6 I o ,eo I AA. RELOCATE EXISTING DOOR, FRAME,AND HARDWARE IF REQUIRED BY WORKSTATION LAYOUT, MODIFY DRAWN BY: ALS t I--_ 1 FRAME IF REQUIRED. —————————————— BB. NEW UPPER AND LOWER P-LAM CABINETRY TO MATCH EXISTING FOOTPRINT, PL-1 AND PL-2. CHECKED BY: UC, PDK CC. PROVIDE (3) 4'-0"WIDE FULL BUTT GLAZED PANELS TO ALIGN WITH TOP OF ADJACENT DOOR FRAME. PARTIAL THIRD FLOOR PLAN 2 ALT. BREAK ROOM PROVIDE BUILDING STANDARDU-CHANNEL AT TOP AND BOTTOM OF GLAZING. PROVIDE CLEAR SHEET: SILICONE STRUCTURAL CAULKING WHERE PANELS MEET ADJACENT GYPSUM BOARD SURFACE. PROVIDE CLEAR SILICONE CAULKING WHERE PANELS BUTT TOGETHER. PROVIDE BRACING ABOVE AS REQUIRE DD. NEW UPPER AND LOWER P-LAM CABINETRY. CONFIRM FINAL LAYOUT AND FINISHES WITH TENANT. A1m10 JOB NO. 2180241 .12 PERMIT SET: 12/03/2019 218024112\DRAWINGSIARCHITECTURAL112 A7.10.DWG ALS 12/03/19 11:18 1:96.00 GENERAL NOTES A. SUSPENDED ACOUSTICAL CEILING GRID AT 9'-1"- AFF, UNLESS OTHERWISE NOTED, B. EXISTING CEILING GRID AND TILE TO REMAIN UNLESS NOTED OTHERWISE. C. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 1/A5.21 ■ D. PROVIDE HOLE FOR PENETRATION THROUGH SUSPENDED ACOUSTICAL TILE FOR ELEMENTS INCLUDING, BUT NOT LIMITED TO, SPRINKLER HEADS,CONDUITS, ETC., OF SUFFICIENT SIZE TO Architecture Interiors ACCOMMODATE ONE (1) INCH OF LATERAL MOVEMENT IN EVERY DIRECTION OF ASSEMBLY Planning Engineering + + PENETRATING CEILING PLANE. PROVIDE ESCUTCHEON TO CONCEAL GAP BETWEEN CEILING TILE AND D`" PENETRATING ELEMENT. E. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2X2 PORTION OF 2X4 TILE, UNLESS OTHERWISE NOTED. + + F. LIGHTING FIXTURES, MECHANICAL GRILLS, SECURITY DEVICES AND CEILING DEVICES SHOWN FOR Portland, OR 503.224.9560 PRELIMINARY DESIGN INTENT ONLY. DESIGN-BUILD ELECTRICIAN, MECHANICAL DESIGNER Vancouver,WA RESPONSIBLE FOR FINAL LAYOUT AND CONFIRMATION OF COMPLIANCE WITH OREGON ENERGY CODE. 360.695.7879 G. ALL DEVICES TO BE WHITE. Seattle, WA H. SEE PLAN 3/G0.01 FOR SUGGESTED PATH OF EGRESS ILLUMINATION 206,749 9993 + + + + D g www.mcknze.com -_ MACKENZIE . DESIGN DRIVEN I CLIENT FOCUSED Client - + LEGEND + + + EXISTING 2'X4'CEILING GRID AND TILE + U&IFELTON PROPERTIES INC. EXISTING CONSTRUCTION TO BE DEMOLISHED + I o EXISTING WALL TO REMAIN o EXISTING DEMISING WALL TO REMAIN ® (ALT.) NEW WALL TO UNDERSIDE OF GRID. SEE 2/A1.10 AND DETAIL 5/A5.20 Project + + + F5 EXISTING FIRE STROBE TO REMAIN GRAND EUROPEAN + TRAVEL EXISTING SMOKE DETECTOR TO REMAIN SUITE 350 + D N ®z EXISTING SUPPLY/RETURN VENT TO REMAIN TENANT ® EXISTING 2ALL4 2'X4' LED LITHONIA LIGHT FIXTURES IMPROVEMENT BRIDGEPORT CENTER ® EXISTING EXIT SIGN 7632 SW DURHAM RD. + EXISTING SPRINKLER HEAD TIGARD, OREGON ED m c + + + + + AUL D PORT 0 aL + + + C MACKENZIE 2019 0 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISION SCHEDULE REFLECTED CEILING PLAN Delta Issued As Issue Date 1 1 .2 1/8"=V-0" SHEET TITLE: REFLECTED CEILING PLAN, LEGEND AND NOTES DRAWN BY: ALS CHECKED BY: LJC, PDK SHEET: A1 . 20 JOB NO. 2180241 .12 PERMIT SET: 12/03/2019 `218024112'C:\TEMP\ACPUBLISH 17192\12 A1.20.DWG ALS 12/03119 11:20 1:96.00 I im Architecture ■ Interiors BOX BEAM HEADER BOX BEAM HEADER PROVIDE DOUBLE Planning Engineering PER 5/A5.21 PROVIDE DOUBLE PER 5/A5.21 STUDS AT JAMBS, AND 6/A5.21 STUDS AT JAMBS, AND 6/A5.21 TYP. TYP. 9 10 CEILING5'2 C� FILING 5.2 Portland, 503.224.956060 - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1- - - - - Vancouver, WA GLAZING II 1/4" 360.695.7879 GLAZING Seattle,WA 206.749.9993 it II o i t o I www.mcknze.com 12 ii MACKENZIE. 5.2 I 5.2 I DESIGN DRIVEN I CLIENT FOCUSED _J L II > II Q> Client L L 3'-0" 11'-8" 5'-10"f W 3,-2„ � I-6„ 12'-0" 4'-9 "f W 3 EQ. * w G (3T-EQ. w 3 DOOR + RELITE ELEVATION 4 (ALT.) DOOR + RELITE ELEVATION IMFELTON PROPERTIES INC. 5.2 ® CONFERENCE 302 1/4"=I'-O" 05 2 @ CONFERENCE 302 1/4"=1 -0 0 0 0 NOTES: NOTES: F. ALL CABINET FACES AND DOORS, PL-1 A. FINISH ENDS, TYP A. FINISH ENDS, TYP G. ALL EXPOSED EDGES AT DOORS AND B. CONFIRM REQUIREMENTS AND SIZES B. CONFIRM REQUIREMENTS AND SIZES SHELVING TO BE P-LAM TO MATCH Project FOR ALL EQUIPMENT/APPLIANCES PRIOR FOR ALL EQUIPMENT/APPLIANCES PRIOR ADJACENT VERTICAL SURFACES GRAND EUROPEAN TO CONSTRUCTION OF CABINETRY TO CONSTRUCTION OF CABINETRY H. EXISTING CASEWORK SHOWN AS C. ALL COUNTER TOPS, EDGES, AND C. ALL COUNTER TOPS, EDGES, AND HALFTONE. TRAVEL BACKSPLASHES, PL-2 BACKSPLASHES, PL-2 SUITE 350 D. SHIM AS REQUIRED D. CONTRACTOR TO PROVIDE DEDICATED TENANT E. ALL CABINET FACES AND DOORS, PL-1 OUTLET FOR BUILDING STANDARD ADA F. ALL EXPOSED EDGES AT DOORS AND DISHWASHER, IF NOT ALREADY EXISTING IMPROVEMENT SHELVING TO BE P-LAM TO MATCH E. SHIM AS REQUIRED BRIDGEPORT CENTER ADJACENT VERTICAL SURFACES 7632 SW DURHAM RD. t 2 t 2 11 TIGARD, OREGON 5.2 5.2 5.2 CEILING SIM. 3 EQ. XISTING CEILING NEW AI�c REFRIGERATOR, NICAUL D INSULATED n OPEN BELOW FOR EXPOSED PIPES UNDER COUNTER PER ADA CODE ,n POR REFRIGERATOR, NIC COFFEE, NIC PL-2 - I - I - - oPROVIDE - , _ _ _ N ;� �' pF p� _ PL-1 - - - - i DISHWASHER G o N ATTACHED TOE I - - c�1 © MACKENZIE 2019 AL 4'-6" '-0» �r KICK L RIGHTS RESERVED 5'-6"1 —5 ' 2'-O" 2'-9" (2)EQ THESE DRAWINGS ARE THE PROPERTY OF 3 EQ. CLR ,'-6"f MACKENZIE AND ARE NOT TO BE USED CLR CLR OR REPRODUCED IN ANY MANNER, 91-011t WITHOUT PRIOR WRITTEN PERMISSION z O U CABINETRY ELEVATION I Y REVISION SCHEDULE W s CABINETRY ELEVATION m Delta Issued As Issue Date 5.2 ® CONFERENCE 302 1/4"=1'-0" 3 5.2 ® BREAK 306 w U W 12" CLR. 13" CLR. U.N.O. (2) ADJUSTABLE U.N.O. MELAMINE SHELVES, ADJ. MELAMINE SHELVES TYPCIAL I I w PLASTIC LAMINATE FACES tI w I I P-LAM FACES UJ w _ � w cn I= =I I I SHEET TITLE: INTERIOR J 25" P.L. TOP PLASTIC LAMINATE > 25" P.L. TOP 4" SIDE SPLASH WHERE ELEVATIONS w U.N.O. COUNTER AND 4" LU w BACKSPLASH. SIDE w AN D cn 1'- ' MAX SPLASH PER ELEVATION w CASEWORK 0 FAUCET P-LAM COUNTER TOP AND CONTROLS SPLASH WITH SELF EDGE DETAILS iO WRAP ALL EXPOSED PIPE DRAWER AS OCCURS IN PER CODE ELEVATION DRAWN BY: ALS > rA=, ADJ MELAMINE SHELF, NO t''o DRAWER OR SHELF AT a CHECKED BY: LJC, PDK E77 zP-LAM FACES � w SINK LOCATION �I / N Y w t w SHEET: Ld P-LAM FACE a N ATTACHED TOE-KICK 4" i I o AFF, WITH RUBBER BASEZ RUBBER BASE A5m2O w 2'-0" 0 2'-0" m CABINET SECTION W 12 CABINET SECTION JOB No. 2180241 .12 5.2 ADA SINK WITH ATTACHED TOE KICK 3/4"=1'-0" ¢ 52 TYPICAL 3/4"=1'-0" PERMIT SET: 12/03/2019 U •218024112'C:\TEMP\ACPUBLISH_17192\12_A5.20.DWG ALS 12/03/19 11:20 1:96.00 FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT BERC 2 WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS 8" MAX. DIRECTLY TO WALL FRAMING CLIP ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS o 0 WITHIN 8" OF PERIMETER LATERAL BRACING WITH APPROVED VERTICAL © o• ■ COMPRESSION STRUT AT 12'-0" OC EA WAY 2 • • . COUNTERSLOPE HANGERS IF MORE THAN 1: 6 OUT OF PLUMB • 4 � Architecture ■ Interiors "ATTACHED �• Planning ■ Engineering WALL" t •4o- A CB.WO®CiE AT WALL NTS A NOTE: FOR UNATTACHED WALLS PROVIDE A Portland, OR 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP 503.224.9560 -- DO NOT SCREW BERC 2 CLIP TO TRACK Vancouver,WA v,NL TABLE MAX. LENGTH 360.695.7879 E:i CROSS RUNNERS FIT BETWEEN MAIN RUNNERS Seattle,WA MAIN RUNNERS AT 4'-0" OC SUPPORT WITH 12 1 2" DIA CONDUIT (EMT) 5'-10" A # 206.749.9993 WIRE AT 4'-0' OC OR WITH #10 WIRE AT 5'-0" OC EA WAY 3/4" DIA CONDUIT EMT 7'-8" 6'-0" MAX LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC 1" DIA CONDUIT EMT 9'-9" www.mcknze.com EA WAY. BEGIN BRACING WITHIN 6'-0' OF PERIMETER AND 2" — 12'-0" FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF 1-5 8"x2OGA M AC K E N Z I E. NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN BACK TO BACK 162S125-33 15'-0" DESIGN DRIVEN I CLIENT FOCUSED APPROVED TYPE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO MTL STUDS 1-5 8"x2OGA Client WIRES TO HAVE A 200# CAPACITY. SUSPENDED CEILING BLDG STRUCTURE. SGL 2505125-33 MTL STUD 13'-6" BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND TRAPEZE DUCT WORK AND 2-1 2"x2OGA OTHER LARGE BACK TO BACK 250S125-33 15'-0" ASTME580 OBSTRUCTIONS MTL STUDS (2-1/2"x2OGA) it I101FELTON PROPERTIES INC. SUSPENDED CEILING BRACING I 5 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS z THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. L 2x2x18 GA ( X STUD WIDTH —1") w/ (2) #10 SMS EA 33 MIL 3-1/2" METAL LEG STUD BRACING TO FLOOR TYP STEEL STUDS © STRUCTURE AT 8'-0" OC Project JAMB SCHEDULE 16" O.C. PER SCHEDULE WITH (2) #8 SHEET GRAND EUROPEAN METAL SCREWS AT EACH U.N.O. END. BRACING TO BE TRAVEL OPENING SIZE # OF JAMB STUDS PROVIDED WHERE SUITE 350 4'-0" TO 8'-0" 2 SPAN TABLE FOR METAL STUDS DISTANCE BETWEEN PERPENDICULAR TENANT 8'-0" TO 12'-0" 3 INTERSECTING WALLS OR IMPROVEMENT DESKX4ATION STUD CONDITIONS - INTERIOR PARTITIONS HORIZONTAL BRACING BRIDGEPORT CENTER 12'-0" TO 22'-0" 3 BETWEEN WALLS EXCEEDS #10 SMS EA SIDE CALCULATED USING 5 PSF AND L/240 4 8'-0" OC 7632 SW DURHAM RD. NOTES: ® EA STUD TIGARD, OREGON 1. JAMB STUDS TO MATCH SIZE & GAUGE OF TYP STUDS. A71 362S125-18 ALL WALLS 11'-0" TO 12'-0" IN HEIGHT - 16" OC 3" SOUND ATTENUATION BATT. 4'-0" CENTERED ON WEB STUD PER ® 362S125-18 ALL WALLS UNDER 11'-0" IN HEIGHT - 24" OC SUSPENDED WALL WHERE NOTED. SCHEDULECEILING CUT TILE FOR TIGHT FIT ALL WALLS 12'-0" TO 16'-0" IN HEIGHT - 16" OC AT WALLS HEADER SCHEDULE GYPSUM BOARD CASING BEAD USG 200-A AUL D TYP #10 SMS 362S762-43 ALL WALLS WITH TILE FINISH EACH SIDE ATTACH STUD TRACK n MAX OPENING WIDTH HEADER SIZE TRACK SIZE 12" O.C. ALL MIRRORED WALLS IN TOILET ROOMS THROUGH GRID < 6'-0" 2 362S162-43 2 362T125-43 ® SOUND ATTENUATION t POR „ `� 3625162-68 ALL WALLS 16'-0" TO 24'-0" IN HEIGHT - 12" OC INSULATION AS OCCURS !� 6'-0" - 10'-0 (2) 80OS162-43 (2) 60OT125-43 A METAL STUDS. BOTTOM TRACK TO FINISH 10'-0" - 14'-0" (2) 1000S162-54 (2) 600T125-54 CONT TRACK T&B w/ 1 SEE WALL HEIGHT FLOOR WITH POWDER OF Og' TABLE FOR SIZE 14'-0" — 22'-0" (2) 1200S162-68 (2) 600T125-68 1/2" DEEP LEG, GAUGE DRIVEN ANCHORS AT TO MATCH STUDS (43 AND SPACING 4'-0" O.C. NOTES: MIL MIN) 2 10 SMS EA SIDE ¢ ( ) # CONTINUOUS ACOUSTIC © MACKENZIE2019 1. FOLLOW HEADER SCHEDULE PER MAX OPENING WIDTH, U.N.O. SEALANT EACH SIDE ALL RIGHTS RESERVED ON PLAN _ - AGAINST TRACK NO THESE DRAWINGS ARE THE PROPERTY OF SECTION A A N MACKENZIE AND ARE NOT TO BE USED 2. SEE 6/A5.21 FOR HEADER ASSEMBLY DETAILS JAMB STUD PER SCHEDULE p \ SEALANT AT SIMILAR OR REPRODUCED IN ANY MANNER, p = CONDITION WITHOUT PRIOR WRITTEN PERMISSION = CUT TRACK FLANGE & x TURN DOWN wI CONCRETE SLAB p 5 = s 7 SPAN TABLE FOR METAL STUDS Q s WALL - TO UNDERSIDE OF GRID REVISION SCHEDULE Delta Issued As Issue Date SIM. ® COLUMN 1"=1'-0"0 5. NTS a 5. AT FLOOR AND SUSPENDED CEILING p Q- 3 GYPSUM BOARD WALL AS OCCURS \ \ / DOUBLE STUD AT JAMB, BRACE FRAME PER SOUND ATTENUATION 45' s/A5.21 <r TYPICAL BATT AS OCCURS 45 GYPSUM BOARD WALL AS - B/CLNG_ occuRs INTERIOR 9'-1 t AFF 09'-1"± AFF B/CLNG _ — BOX HEADER PER MATCH BUILDING DETAILS HEADER SCHEDULE SOUND ATTENUATION AND DETAILS SOUND ATTENUATION BATT AS OCCURS STANDARD DOUBLE STUD AT JAMB, BATT AS OCCURS TYPICAL BOX HEADER PER AB/GYP BD SCHEDULE +8'-0" AFF B/GYP BD MATCH BUILDING J, FINISHED WALL BEYOND STANDARD 88'�AFF w < 1/4" TEMPERED RELITE TEMPERED GLAZING PER ~ a AS OCCURS, PROVIDE FRAME: MATCH SPECIFICATIONw W "C" CHANNEL AT TOP DRAWN BY: ALS BLDG STD. w AND BOTTOM BUILDING STANDARD CHECKED BY: LJC, PDK �-. p U—CHANNEL LU J) RESILIENT Y SHEET: 1/4" TEMPERED RELITE a SPACER IX ATTACHMENT WALL PER PLAN }I p � FINISHED FLOOR � A5m21 I L 1flO ~ ~ m N I p 0O LU 9 RELITE - TYP. HEAD/SILL io BUTT GLAZING HD./FLR. CONDITION I DOOR - INTEGRAL RELITE 12 DOOR - METAL FRAME JOB No. 2180241 .12 5. 3 =1 -0 w 5. 1 1/2 -1 -0 o rj. HEAD SIMILAR 3"=1'-0" 0 Jc HEAD SIMILAR 3"=1'-0" PERMIT SET: 12/03/2019 x 0 p 2180241121DRAWINGSWRCHITECTURAL\12_A5.21.DWG ALS 12103/19 11:10 1:96.00