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Plans (10) BU P2016 - 00253 D 00 4)) - i•-•,,, No. 4268 Q. LLA! a P - C • Rs th� Pamuuro, oma,EXPANSION SPACE : lel>41 OF Q14 `• RECEIVED PROJECT LOCATION0 522 • 7.4V1.1 7 GENERAL NOTES - CONTRACTOR INFORMATION BUILDING/CODE INFORMATION DRAWING INDEXZ '• ry '.,:� +'k " 3� a:' # ;;4 �#",v`�mrtg f' s:. r , .m. Y, r-'ra, n'9r :.r9.-;-- 7i ^s ''''',4. ,� '.rs r ! { r-}'e `r- r.- .yr '{er.. j '`- � .. Mrs, •- p�y AUGG 18 2016 cm 1 .. .. .. ... -ss -..a } - _ i. a �� - -r `4 ',.iF -.- • f$ :;Yk, s jr, t. .:.` Fu}L�41��i Z UP 4 .4 :Sf �,. _.•,.5`- .._:.:->s3i �• , . :z r ! ., Uit 2014 OREGON STRUCTURAL SPECIALTY CODE �� Z N ,. 44 , i -tilt- , .y,i. 64, .,r -,•,• '( . . y ..r ; ..r.z Qp = ,�, y� �b� fi j r r _ -f - ¢ ifµ 1. CONTRACTOR TO VERIF(ALL DIMENSIONS ANIa CONDITIONS PRkOR TO CONSTRUCTION.CONFLICTST-0 COVER SHEET BUIL INGDIV J OQ" �. r.r 7 - --r'' H z ' f '$ n �.� _ _°�l,ar- 'Pof'�d -,; ;. - S �+��� _ 0 F '-; - ,. -e:, 6 '^s x1417,_-,: y ,_ sr'. : ,:. .. .. . : . ' ;;: , SHOULD BE BROUGHT TO THE ATTENTION OFTHE ARCHITECT BEFORE CONSTRUCTION- �I U) LL lOil t y ya ,V ^ a P ,' _ CONSTRUCTION TYPE: VB ��', � . e� ;,��. �� ,,,'. �;�, r� y ' T-1 EGRESS SHEET .. .d,,,� ..7.-5d-,4,.., E x .�- .4 d•" F �.., . ..L: '.d. 3�'.'.. i 'i. _,,....„.i...„,,,.'. O .. .. «: z. 2. ALL DIMENSIONS FROM CENTEROFWALL OR GRID UNLESS OTHERWISE NOTED. FULLY SPRINKLED fA -N "�a.= �� .K:. agt L _.... . • ' ;. r -,-;,-.1-, ; ; t..a; +. ,.;: a ^I BUILDING HEIGHT: ;•-z.-1.-;'.... °"'x -..0.'"',,,m)'•-.-,-,7"-,-7 :'��- �� _ ....., a ;., E, ▪_ ��, � }t�� �, � b,� ‘-.'' '�`��'s..+. s ��, <�.� 1 STORY "' A ..''. °' y '' .,,,, :rrr � ^' t i .,t x.'' • E3 1, :raid)r . Cor, I ` f:,::I T-2 DEMOLITION PLAN O , �, ,,, _, . ' iN.p , 3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS. 2 -��' BUILDING OCCUPANCY � st�i.�� � ���,r'11 rt �.�.i �� "�, '�� • -�� a , B ..J I� , � µ .. : _ %. , T 3 FLOOR PLAN W Tr sur. ( ' lt . , , F 4. UPON COMPLETION OF THE WOR THE CONTRACTOR SHALL THOROUGHLY CLEAN THE PREMISES H 0 la Bite"' - :.- .: < , r-. -- z%-wr::'` t o af'u t �- ' - ,? • _'::: ,:. AND WASH THE INSIDE OF ALL WINDOWS SO THE SPACE IS READY FOR OCCUPANCY FOR TENANT. Z �- ':�• �. �. a TENANT IMPROVEMENT SQUARE FOOTAGE: 4,838 5F(EXPANSION SUITE) 16,378 SF(TOTAL SUITE} 2 01 is i '� �, IF 9 l • i A 14 I 5▪ 4 $# ` ' =�Iw.`� s }€ r T-4 REFLECTED CEILING PLAN r . - Cr �.... �� ifi�'", µ', ,.�F.. � , x.'d�• :L��s.� '..: f. ,a,FF� E '. f' x ' ''' 1;� .. :',, ,s2,...,“r :.-�ti tIa'i� -..4.,-* � @� O ,,r� , �.,,, ' , ^I''''., +4 c� ', t 4▪; +, .r �`a: ;,:: ' ix, 5. THE CONTRACTOR SHALL WARRANTEE ALL PARTS,LABOR, EQUIPMENT AND MATERIALS PROVIDED OCCUPANT LOAD FOR TENANT IMPROVEMENT. 92(SEE EGRESS PLANO . "�. ,.,:_� ' � � UNDER THIS CONTRACT FOR A PERIOD OF ONE(1)YEAR, UPON COMPLETION OF CONTRACT. T-5 DETAILS C ir , ^r" � :.. f . 'x;•7 v"' j, HI Itdr gyp p • cc �1.,� 0 Wu� , I� n'iL.ri � � F- ,! V'[ X "i'f>"rf� LWf �, , sA v !w s.. btt a f▪ i. rL. t�ri1l t • LL rs s V#. . -_. r .y rQVC 6 I- * ( ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO _ porl,i,l'io.:-,7, � 0 , !' .` jvii� f er �a r Sw coral t l l ��. IMPLEMENTATION. _I R '�_ i . ■_v a si stir. X•:-�W'SYfFN.. _ ". �����-�..,rd4! 1.�' �`r� t€x.><' �` :` r �� �j4y�r "��-� ■ rte-' ��: A�,.Y ?; a,vve� . t. F . F .:: "* :.. &',''" / ,r. , ': f �.-d..9���`,SY3 �'�'�`:i :a! ,�-.. ',�°T.,,,. -.- .,, _ ;_ 4?: , " � F ,� ' e, '.', , „ Ow L_u a t" , .s 7. ALL SUBCONTRACTOR DESIGNED SUBMITTED TO AND APPROVED BYTHE ARCHITECT O in r I . f . , : �': ti � •� �.,, S GNED ITEMS ARE TO BE SUB2 ¢ 3`'. -j. .., -....�., ,-_TA.,,,,- : ry'. ..% .'1+' --e-. rr .,., .�, . r'. �,�`;f n..'[.'.-.,,• r.. `?F ... ":_. S '.-'.,amu{ ';ft..-a.':?tr-`;•. :p. . -.�,� I 4--m . .: �r .. .,,,:. , .. s,,,.. PRIOR TO CONSTRUCTION DRAWINGS FOR ALL CASEWORKZ O ~ , 21,;.,.--,9-0,_40,, ;F < _.{ „ ,� �W �r ,,.,0„,ret---; . PROVIDE SHOP DRAW U < F ,t_-.4 .,. Vii. -s .. .;e.. .`i --"Xs"!'° ,.1,,,,,,,,,,,-,,,,_;--��¢ ''. t Ii�,G ''i d f 37, ,-4-..., > �.. • Qto, ,7„,:,..: °telt„I,a t"fS'-=, r .,,,, 'y.4 F.,e""» k_,- y,-'Sr }: py%. V., -.�rxr .i!'f e. FYf'a.- '� 3 s f.'i � .', , `F' h::�r / �jN .5 :c ,d- ee V - y ( -s ,:» <:.,.. '� � .-. - • .. :. -....�: .r.: _, , 't .---; .�,r „ - �'.'"�kP.- -,. jrii$ .s .Yv •::'- :V __:t ;: Ti- x. .. x-_ _ ,� " ..,•aar-' f -'�, k � • r,. ..,r "�= •%� a;;�`.,^ 3+"- �°L-. ry ,o, � <. .. -.;-462 : '-� 8. ANY ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS TO BE SUPPLIED BY THE Q N . � ,� € €, -.. „ ti CONTRACroR. co «. ,;any,!. r r '.:., 'a, ','''°<1V.*... rr.,.U"",` >..r,;. ;''.ir „rrF s r. ;y,'`-`• ,r ;. -` , V! 'a *-. _. . . .1, , ;ti .:. '' ( � ,.. .,._ - -�. 9. ALL WORK LISTED,SHOWN OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED u� �w ".,-;i - ---_ ,,, � , , ..b. ., '..'_* r'. _..,&,, �t{',..,:. ,. �. J�;' ,,,t : ,.�..-.,-.,q ..•''' Ole,' :lipli.' ''.fiy� • Z ..,. , .' . a a oa.I , ''' .p, AND INSTALLI=D BYTHE GI_NERAL CONTRACTOR UNLESS OTHERWISE NOTED. THENERAL�' .'✓-:= 9yy."".o F.rr`--`x. ..jy't�h'.;- '..�fr T" l r --.'�': 'CIX' sr -«x. .'t�.. 4 � :tiF "�,f°. - �. GENERAL,�, .I per • � _ :. _ - :.�-t',. .-. s, NOTES CODE INFORMATION DEFERRED SUBMITTALS ,, ': ; � •e bF ,T, .. ,.: ....L , : ;, ,,_. :. ,,-��,. v .., 1,%-.;.r . � EDUCES ARE METAND ALL _ ;. 'm;:' ?ti�eBCi +t�+ .r f p . . • :! .: _s :r ,r , , :,,f .:; . -` ,m.:, ,ap L CLOSELY COORDINATE ALL WORK TO ASSURE ALL SCH�{ � � CONTRACTOR SHALx '.., _._..__:. ..� is. xv r_ . b& .>:,�..�.,.s;t�.7- •-ii.✓t't.3,• i.'.'� Y.. ;�• -.r..-. a.�G;':. -' �• !'Y }',3 a .L - . ,�t.�. n,y✓ .N. ' '�-'..' ;_ .�: ,+�,:'-;, � , ,, _ $4•. ... .-'a; �a; ,;r,- '�,� �1F,+�..F.,4,00,-,.. ,yf,:,. "'_�`,�`,,.�� WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S REQUIREMENTS. z- 4 3.. .. ,+r ,..g.:- ,i-A"--'44,' 6 .�. v ..aj.�t`}.@ '4 -.e e. , •- -"' ,, . : -' 1 -'.y f: -r_�. --A-... k -.r.rd . [ ' . :: -. � .' 'rZ"'"r'a °�: :. 7 ". - ,: : ,r� -. ,. -, : r ... - , .� r IL.-,r rr -e, • ,: . ; k ; 1. L SPECIALTY ELECTRICAL c�� ALL CONSTRUCTION WORK SHALL BE DONE!N CDMPLIANCE WITH THE OREGON STRUCTURA i'''rtre,-% `,-� ,; :. ;..., ,%`-,.„ '..`',,,,Si?Cott. ._p* L. ': `'4:-. �. t 1::�i4C.....->'' ,S,v▪ :-.7.---...4-4-t--%:-- �,.:- " -,r -.`; _ •:. i.f-o ; --,�,'� r�. ; : --•- - - - n ,� _ 10. ALL MECHANICAL AND ELECTRICAL TO BE -BUILD CONTRACTOR TO PROVIDE ALL CODE 2014 EDITION AND ALL OTHER STAT£AND LOCAL CODE REQUIREMENTS THAT APPLY. .._., - _:. � �: ��i' � "-` I DESIGN -BUILD.�,,. �, ''fit .:� -c, :am' ��:� :�� �,� : .�1�' . ;' nt i t� =11it Si ., � - - DOCUMENTATION INCLUDING SHOP DRAWINGS NECESSARY FOR CONSTRUCTION AND PERMITS- x ., _y •�• ,: -Ii.,-.. n� ,. f: tx r` �::, wxi MECHANICAL ' ' - :_' ,s <. y g PROVIDE AR TTECT DESIGN BUILD DRAWINGS FOR R' ��,.� i, �; , . _�.. �-:`''� iii ,, .. ' " . �� . �� � � CH EVIEW. ,Y. [� ,.�$lr�., ex.� k ,�+ .�:iL nVti✓F q, . ' .;k :.,,.. ',`=,, ,,<-. "eA,;: _"' Ewe', '.,i'v5 .. ,r'i ,,,, .- .'..i s E .&- ' ;'ej'�'3 Y „ . ,,• , �,, .,: .�, +- ;, r. 2. MAINTAIN 100%COVERAGE FROM EXISTING FIRE SPRINKLER AND SMOKE&FIRE ALARM SYSTEM PER aa',I '',, -;' 4 �, .V. ,19i..j �4' �4µ r :, /1- ▪ y>-", .� ,. . . :, „ 4., f. r r PLUMBING -e , r - ', sj . yr 5 u"�' I ,M, .. 'C NL^7 �, .:., ,',a,s. ,Fh ri' , 4 ,•�. ,: f- , �° . ... . 5 - ;� , - �? • � � ���' .,..y.�;. .�'^ '. �/{ � . '., ':-�.,1 '. � 11. CLEAN AND REPAIR EXISTING CEILING GRID AND TILES. REPLACE DAMAGED CEILING TILES WITH FMO. Eu ( 1 '..�:C"C}'' :x., :. t!'�. 4',f�.. >v .,: ..� :per !.3 ''1` !4`+ d .C �`I- � Y.�:'� don -'`'..-.,�, -.:F .j, eft�`%A .x� " s . v' v0 .. -.1 ' ': .- f�; �,P }r , "...,,,'.-.74 � : F� �, .; MATCHING BUILDING STANDARD TILES, CI} �, ✓ ', 't 'e'4 }... ` yF,: .t :� .-a d?,. ,>. >y`D ▪ 4+!..:' - L a � .CR rA.,, _I f s,p t'F... .d .,. .: ox . Is,.f �-.` ',H-s'Yr" 'it - , r. ';,,..t-,:5 '<f 'St11 '+- ,; . s 4 s p x . : • - -.- ". .,.` ` s ;` 3. ALL EMERGENCY LIGHTING,SPRINKLERS, FIRE DETECTORS,FIRE ALARM COMMUNICATION DEVICES AND FLS/SPRINKLER ;,'-.--.,'":'-- --.7:4-.-":-mss ' €� -" .. 'r, rrr. �' .•... ,';.•,-- :`�, A ,-.f ,.- :..?„- ;s ,,,,_ - .',., J�'r:,- „`' : - - , '" �" :. - ,' - '- ex - . ▪ •Glut-i --_ # . : 12. DOORS, RECITES AND ITEMS SHOWN DASHED ARE TO BE REMOVED OR RELOCATED. ALL OTHER REQUIREMENTS TO CONFORM TO OREGON STATE BUILDING AND LIFE SAFETY CODES. ID .. AVV4 3U1rinler 5': N� ''';'.-04. -f-'1 ' ,_ ` ,,. ;,..,� A�LL: ' r z "r; ? =A;,_rte K. +� PARTITIONS, r _ �� ;: � 1 - -� . �-r� �; ,� �:< REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. 7.r f,: .l;Z`r.r i7rtti f r4 • '- 'r n w x, ,r ;fie1'1.4'4 �`-'.' r le yr - ... ��,[IQ5 MaeO��';;;.eam. 11C. -.� :.��.'.. �. � �� . . r...�� .,��..�� .; •�',:. �� - ,, � � '' :t` ���0DS•NAVIEC HI 13. EXISTING ELECTRICAL OUTLETS IN EXISTING WALLS TO REMAIN A5 IS UNLESS OTHERWISE NOTED. 4. FERE EXTINGUISHERS FINAL LOCATIONS TO BE APPROVb BYTHE FIRE MARSHAL. FIRE EXTINGUISHERS TO BE LOCATED INACCESSIBLE LOCATIONS, IN PLAIN VIEW EVERY 3,000 SQUARE FEET OF FLOOR AREA W VICINITYMAP 14. ALL NEW WALL OUTLETS TO BE AT 16"A.F.F.UNLESS OTHERWISE NOTED. WITH A MAXIMUM PATH OF TRAVEL OF 75 FEET. 5. PROVIDE A SIGN READING'9 H15 DOOR SHALL REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED"AS Z SCALE:N.T.S. 15. CONTRACTOR TO VERIFY WITH TENANT THE EXACT LOCATIONS AND REQUIREMENTS OF ELECTRICAL DESIGNATED OR REQUIRED 8Y CODE OR BUILDING OFFICIALS. . AND VOICE/DATA OUTLETS. TENANT RESPONSIBLE FOR CONTRACT OF LOW VOLTAGE DESIGN AND LU INSTALLATION. 6. PROVIDEANDTHE SMOKEINTERNATIONAL DETECTORSFIRE PER CODEFIRE. V MARSHALL REQUIREMENTS,THE INTERNATIONAL BUILDING CODE, r , U 16. RESWITCH LIGHT FIXTURES AS REQUIRED AND/OR AS SHOWN ON REFLECTED CEILING PLAN. 0 L-11114----111 17. MATCH EXISTING CONDITIONS AND FINISHESATALL LOCATIONS UNLESS OTHERWISE NOTED. REFER 7. EXIT SIGNS AND ILLUMINATION SHALL BE IN ACCORDANCE WITH THE OREGON STRUCTURAL SPECIALTY TO THE FINISH SCHEDULE FOR ALL FINISH MATERIALS.SUBMIT PAINT DRAW-DOWNS TO ARCHITECT CODE 2014 EDITION,SECTIONS 1006 AND 1011 IA FOR APPROVAL PRIOR TO APPLICATION. V♦ Z 8. PENETRATINGITEMS PASSINGNTIRELYTHROUGHBOTH PROTECTIVE MEMBRANES OF BEARING WALLSW18. ALL NEW CASEWORK AND MILLWORK SHALL BE CONSTRUCTED TO AWI "PREMIUM"STANDARDSAREREQUIRED TO HAVE A FIRE RESISTIVE RATING.WALLS REQUIRING PROTECTED OPENINGS SHOULD BE UNLESS OTHERWISE NOTED. PROTECTEDWITHTHROUGHPENETRATION FIRE STOPS PER SECTION 716 OF THE OREGON STRUCTURALZ jN. r1 SPECIALTYCODE2014EDITION. {\J r �- I Z a� w�a� • 0 • Dw CC , 1"---1 \ • (l) m cr w - - :I PROJECT TEAM _._I 2 O AREA OF WORK : ...i z o w w 0, , • BUILDING P BUILDING ADDRESS 10300 SW NIMBUS AVE 0 ilil Z Q SUITE P-C, co 7 U PORTLAND,OR 97233 _ ..._i o � w (/) �� 4 OWNER/LANDLORD KG INVESTMENT MANAGEMENT c) w � ,�Li � 10240 SW NIMBUS AVE,SUITE L-3 _ r O � ❑ PORTLAND,OREGON 97223 (+n' N . I.C. CONTACT:KYLE LATTA U I PHONE:(503)598-9980 o FAX:(503)598-9982 • MARK ©ATEcol - i , J ti iii ,/ ARCHITECT ANKROM MOISAN ASSOCIATED ARCHITECTS o O 6720 SW MACADAM,SUITE 100 PORTLAND, OR 97219 Lo d !l- rikei rrp CONTACT:JILL SARIN 03 Le ■ # PHONE:(503}245-7100 CL. FAX:(503)245-7710 O 1 // TENANT DABELLA EXTERIORS LLC ij E / w 10300 SW NIMBUS AVE SUITE P-B w6.14.11-.11011111°1.1. PORTLAND,OR 97223 i J AREA OF CONTACT: NISSA MCMILLAN f--inn � ,��\ FAX 503)641-7662PHONE:(503) 676 EXPANSION CITY 4F TIGARD DATE: 08-17-16 co rci_Jr_ri Q El CONTRACTOR TBD REVIEWED FOR CODE COMPLIANCE 057745 cn ��kIA _ CONTA :TBD O / 1=TOLE: CD ► P C PHONEJkPfd' [ - csd 1FAX:(5� , �o 31 I1lI co w I • -� � CCB#: Permit#: 1 ,��Oi.! , -bD�S�j DRAWN: g c f * , Address: ��d � CHECKED: JS w ' ■ ■ 3 Suite#s '�� , i ¢ �►: r,� r/► ��j COPYRIGHT ANKROM MOISAN °° .r * 1111 �;�� �� ' ° " EXISTING SPACE. B Date. a s ��Tr1r++T"'"' / � ASSOCIATED ARCHITECTS 2008 a. �r� P-B/D ��` I r �� OFFICE COPY cOa Dabelia Exteriors ow �� CITY OF TIGARD I- /' Approved by Planning date: ��I � �� b COVER SHEET Q SCROLLS BUSINESS CENTER Initials: �' � - ' BUILDING LOCATION MAP KEY PLAN - BUILDING P © � SCALE:N.T.S.w� T.0 O SCALE:N.T.S. Q. PERMIT SET • D0 No. 4268 c" Q. WU 0_3 • LIFE SAFETY SUMMARY .� PORTLAND. 1. COMMON PATH OF EGRESS TRAVEL(SECTION 1014.3,EXCEPTION 1.) If.? �O • THE LENGTH OF A COMMON PATH OF EGRESS TRAVEL IN OCCUPANCY ., O� GROUPS B,F,AND 5, SHALL NOT BE MORE THEN 100 FEET,PROVIDED THAT THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 • COMPLIANCE: MAXIMUM PATH OF EGRESS TRAVEL- 46'-3" Z U• 2. TRAVEL DISTANCE LIMITATIONS,(SECTION 1016.1)EXITS SHALL BE SO LOCATED I` ON EACH STORY SUCH THAT THE MAXIMUM LENGTH OF EXIT ACCESS TRAVEL, < Z 1 1 — — — — — — — — — — E — — — = — — — Q . . . MEASURED FROM THE MOST REMOTE POINT WITHIN A STORY TO THE ENTRANCE Z O Q •• . ` #_J TO AN EXIT ALONG THE NATURAL AND UNOBSTRUCTED PATH OF EGRESS -� Cry • I I TRAVEL,SHALL NOT EXCEED 300 FEET.(SEE TABLE 1016.1) ...,� a W • • o � 0 _ - _ ICOMPLIANCE: MAXIMUM TRAVEL DISTANCE- 100`-9" O Z . . . I 3. EXIT OR EXIT ACCESS DOORWAYS REQUIRED(SECTION 1015.1)TWO EXITS OR 2 iY g h 1 EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED THE OCCUPANT L2 _ O • I '' LOAD OF THE SPACE EXCEEDS 50,(SEE TABLE 1015.1) Z 0" N . . , . . ,,s . I COMPLIANCE: EXIT DOORS REQUIRED- 20 W o 0 ' COMPLIANCE: EXIT DOORS PROVIDED- 2 _ I4. TWO EXITS OR EXIT ACCESS DOORWAYS.(SECTION 1015.2.1,EXCEPTION 2) f jluj L- I _ I WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC U co ""-" ` SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2,THE _ - oo I SEPERATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL Z - 2 (EXISTING NOT BE LESS THEN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL V 0 ti DIMENSION DIMENSION OF THE AREA SERVED. til • I EXIT SYSTEM TO REMAIN) Q � COMPLIANCE: MAXIMUM SEPARATION REQUIRED- 36' `� N -MI MD COMPLIANCE: MAXIMUM SEPARATION PROVIDED- 65' p " I ("-----n. r Cf) `O I N o CD a 111 a 111 , i - - - - � - - ..I - - � � - =MI =Ell Ji r1i. FIRE & LIFE SAFETY PLAN NOTES I ► i © 7 ....1.,1 -,v a rwor r r I 1,17/5; )5(// /7/5,py- MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE,SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. ArArAr "dr A a r r " \..,...___ I t_rer,,,A I W I 1 1---.) � • ` IIIli: �_ FIRE & LIFE SAFETY PLAN LEGEND H E------) r=7 M. f�R /13 sP RM occ Z C1< 0600 0 0200 ROOM SUMMARY TAG w 109 OFFICE 2 A-2.1 910 �`k I V I L . I O 4fj RM OC I PATH OF EGRESS ILLUMINATION. MEANS OF EGRESS ILLUMINATION SHALL NOT BE 0 a O + ° cr___) �_ Exrcs nLF octTYPe I 1 I LESS THAN 1 FOOT-CANDLE(11 LUX)AT THE FLOOR LEVEL. THE POWER SUPPLY [ H 1 100 B O I 7/7 FOR THE MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY vi d �• 0 O i THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF A POWER FAILURE,THE O 0 / EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FORA DURATION OF NOT CD Z RW R ' �. /' , Y / / LESS EUIPMENT,0 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT w D I / `SJ F THE EMERGENCY POWER SYSTEM SHALL BE 1N ACCORDANCEWITH 2010 O SE GENERATOR. THE S.0 N SECTION 2702,PER CO 1ti t 106 '1 P'/911;// i mcci7)ic/11 I I ic/1117;141W/I Ica/ ,4., I ' 2014 O.S.S.C.SECTION 1006 Z N -FT L J EXIT LIGHT AC WITH BATTERY BACK-UP DIRECTIONAL ARROW UNITS WHERE Z � �r■rlt 1 (EXISTING I LINE OF SIGHT TO NEAREST EXIT iS OBSCURED. v r LLI CD ;1.61- EXIT SYSTEM TO REMAIN) $ Q Z OPEN Fe FIRE EXTINGUISHER u) Ee. OFFICE F FIRE EXTINGUISHER CABINET 00 0 BREAK 111 I r - w [L ROOM 1d7 L J WHEELCHAIR SPACE/ WHEELCHAIR CLEAR AREA COROOM SF RM OCC W CL W #1.1.m......m.... .... . ROOM SF RM OCC O 292 20 1949 20 /I ~\ X I- W DOTS OLL OCC TYPE DUTs OCP OCC TYPE CO 1 1 15 B `�>,..,s,„ �' 2 100 B l 5'-0" DIAMETER WHEELCHAIR TURN AROUND AREA LVCL L ® I �O°� o _ \_ / o sz Q LU �,� NEW TENANT PARTITION WALL TO UNDERSIDE OF CEILING Cl) J g _ I - I EXISTING WALL C 1— w I ROOMSP RM.. STORAGE a (U.)o Yrs � octE 1asC� 1 3da I o Q a e`' C/) 0 � ❑ ", EXISTING ROOM Ra«-� oRO 14 RM 2 1 EKRS 1 OCC TYPE v •• OLP OCC TYPE 4 1 MARK DATE 1••• SUITE 0 I ' 100 B 1 1OFFICE 1 o OFFICE Iiir CS ' 103 CONFERENCE I 4 _105 112 as i€ m ti - Illpil SFRM OCC 365 15� .- `�- I <GT.H OLF oCt TYPE > _O OFFICE OFFICE Fe I - ' i , 104 102 333 25BillII ROOMSFRAIOCC2 ` JO *ri- RM OCCI i I. ...I . 114 2 ) l EXrtS OLP OCC TYPE <1726SFO OCCE1 1 dd B B r , , — ,�, .. .... ,,.� I r%ri :� ge Air -5II 08-17-1 fi DATE: •.N_ .AAir AV AAlOi A, , r ; / , ,„I-F,/,S, ,_O,,1F..A-.A.t0V.r A ~ �� JOB: 057745 CO p ' - - - ---= --_ - -- = - _— - -- _ m. m_ � � '► FILE: CD w =�7 I - I DRAWN: w -_� 4 CHECKED: JS g I CONFERENCE OFFICE - 5 I a .. 100 101 I EC RODMSF RM OCC ROOM SP RMOC-�c COPYRIGHT ANKROM MOISAN 2 23 15 B Evers 19OLP$ OCCY PE ASSOCIATED ARCHITECTS 2006 • -. EXITS OLP OCC TYPE 1 100 $ > 1 EXPANSION f N.—12:1 Nim: 11 SUITE N 1.._ M — M ! 1 - - - i a N — M ! ! M m . 0 MZ EGRESS PLAN EGRESS PLAN co r 1/8"=1'-0" wD CC CO J J U0 0 o L4 11 PERMIT SET T- 1 = <09 ARCO,) C,b No. 4268 -_,e‘ TIM Q. wu ,� I 01 -' ,E l L ',AI P' , , % ', Ad I Pr' . ill .:, if ., 0* 'A7 Jr 6 Azz ��E; Fi� DEMOLITION SCOPE OF �' �_====� EXISTING 1. PARTITIONS, DOORS,RECITES&ITEMS SHOWN AS DASHED ARE TO BE REMOVED OR ZNO��.� � ' 4/ / , 4e PREMISESet RELOCATED.REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK _ UI (N.LC.) z6QQArer A, / I 2. REMOVE ALL POWER SIGNAL,SWITCHING&OTHER PERTINENT ITEMS FROM WALLS TO BE z z a �11 DEMOLISHED. CO J � Q�r1 3. REMOVE EXISTING FLOOR FINISH THROUGHOUT AREA OF WORK.PREP TO RECEIVE NEW Ili Iz'e, iir,111 //.� .II, �iri,�.!�/� _ / FLOOR FINISHESAS INDICATED ON FINISH PLAN. 0 (1) O 0 .v .nM.Ywww�r.wa.awfu�t..wxac mu�anua .wan,nswra�w� �i..maq�.....u�w��w.�„�w„,,, .;, „4, w�.�..a.�w.� a .w�. .a.www a a wa$ uAlig IY © 4. DEMOLITION CONTRACTOR IS NOT TO REMOVE ANY STRUCTURAL ELEMENTS WITHOUT PRIORZ� f, , ,,,, DIRECTION AND AUTHORIZATION BY A STRUCTURAL ENGINEER.CONDUCT DEMOLITION TO2 2F. AVOID DAMAGE TO EXISTING BUILDING SHELL)STRUCTURE. CEASE OPERATION AND NOTIFY W I F�71(2.= I OWNER IMMEDIATELY IF SHELL)STRUC URE APPEARS TO 8E IN DANGER. + 2 Z d N�, � EXISTING O I - 5. CARE HAS BEEN TAKEN TO FORESEE ALL PERTINENT'CONSTRUCTION CONDITIONS. HOWEVER, „ c.1IJO O [ � � OFFICE D FIELD CONDITIONS MAY OCCUR WHICH WILL CAUSE A CONFLICT. IT IS THE RESPONSIBILITY OF w 0 O ( THE GENERAL CONTRACTOR OR THEIR SUBCONTRACTOR TO ALERT THE ARCHITECT OF ANY 0 w, F NIi SUCH DISCREPANCIES OR CONFLICTS PRIOR TO PERFORMING WORK.FAILURE TO DO SO MAY ,I LEAD TO WORK IN QUESTION BEING REJECTED BY TENANT OR ARCHITECT. W U luj] — CO ,. r r 6. DISMANTLE AND REMOVE ALL ITEMS NOT INCLUDED OR REUSED AS A PART OF NEW I- - 0 I_ _l CONSTRUCTION.COORDINATE SALVAGE OF MATERIALS/ITEMS WITH TENANT. Z2 Q0 Nil- Ua ` O4 7. CARE SHOULD BE MADE 1N CAPPING OFF ALL UNUSED ELECTRICAL AND PLUMBING FEEDS. fx Q 4 ,E il WHERE POSSIBLE ALL ABANDONED UTILITY FEEDS TO BE REMOVED BACK TO THE SOURCE OF N ORIGINATION. REMOVE CONDUITS WHERE POSSIBLE. Q .c c� rVirA/ AO - 8... CARE TO BE TAKEN DURING WALL DEMOLITION WHERE NEW WALL CONSTRUCTION IS NEW . .. • PROPOSED TO INTERSECT OR JOIN EXISTING OR ADJACENT CONSTRUCTION.THE 0 2 ' PREMISES • CONTRACTOR'S DISCRETION IS REFERRED TO FOR INTERPRETATION OF THE LIMITS UNDER EXISTING • WHICH WALLS TO REMAIN ARE TO BE DEMOLISHED ENTIRELY,TO BE REUSED OR TO PROVIDE a il `,f- BREAK SELECTIVE DEMOLITION. PATCH/REPAIR EXISTING SHEET ROCK AT AREAS OF DEMOLITION. ROOM 11r 9. THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED IN A REASONABLY NEAT AND ORDERLY CONDITION AND LEFT FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND Ali EXISTIPIG � RUBBISH DURING THE ENTIRE CONSTRUCTION PERIOD. REMOVE CRATES,CARTONS,AND OTHER FLAMMABLE WASTE MATERIALS OR TRASH FROM THE WORK AREA AT THE END OF ,;;� �” STORAGE EACH WORKING DAY.PIPE AND DUCT SHAFTS,CHASES,FURRED SPACES,AND SIMILAR SPACES �� SHALL BE CLEANED AND LEFT FREE OF RUBBISH, LOOSE PLASTER,MORTAR DRIPPINGS, I: � _ 1; 21" EXTRANEOUS CONSTRUCTION MATERIAL, DIRT,AND DUST. '-" 10. CARE TO BE TAKEN NOT TO DAMAGE CEILING TILE AND GRID TO REMAIN. EtT 11 li 11 II— Y i z ,I: / DEMOLITION PLAN KEYNOTES W / - - (E) DEMO WALL AND FINISH SHEETROCK AT EXISTING WALLS. 0 5...? �` ` • O REMOVE DOOR AND/OR RELITE AND RELOCATE IF POSSIBLE. Li- rn i! EXISTING W �/ OPEN �I OFFICE 3O DEMO OPENING FOR NEW DOOR. Z I = LLJ D O REMOVE EXISTING COUNTERTOP AND REPLACE WITH NEW TO MATCH EXISTING.SALVAGE O'/� _ 4 SINK AND FAUCET FOR REINSTALL. W CO / I i — _JN 1 Its; / vJ 0) ► .r---- r w 0 O � QoCO EXISTING -vr OFFICE EXISTING T- r-1 . --7,-- .77-- OFFICE f m Ce w cJ-y r-t� :�- 111 SII i i 11 f "'. co 1 I --1 Z ❑ w a. O QFor < o = of W co (� M Ct m i DEMOLITION PLAN SYMBOLS (J) o a o 0 00I 0 EXISTING WALL ` rii MARK DATE ti o - - - - WALL OR ITEM TO BE REMOVED a. i m I—I GLASS RELITE N r OFFICE ROOM NAME 100 ROOM NUMBER w I-- w . . 2O KEYNOTE W al Q DATE: 08-17-16 U Ca JOB: 057745 c O FILE: CD E DRAWN: DEMOLITION PLAN -0 CHECKED: JS .1 1/8"=1'-0" W . Q COPYRIGHT ANKROM MOISAN ❑ ASSOCIATED ARCHITECTS 2006 � Q N Cn H corn DEMOLITION coy PLAN U O-1 H T-2 PERMIT SET otD Akio, No. 4268 tr- 0I �I, • ....,,,.........-cd.....- _ FLOOR PLAN GENERAL NOTES FINISH SCHEDULE 'k _- /' �� by A"'FF --...m.."..ti � O—.Mrss_--_ _0►_► / ,I;. 1. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS OTHERWISE C-1 CARPET-GENERAL-(TENANT TO APPROVE SUBMITTAL BEFORE 17.4' OF 00» 4, A.,��� J 4 INOTED. ORDERING) ,i MFR:SHAW2. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAWINGS AT STYLE:TERRA _ __�� -� COLOR:37500 BLACK GUM O1r EXISTING !;r COMPLETION OF CONSTRUCTION.�rI � � ' �►= I �� INSTALL: BROADLOOM � t � ��� J PREMISES Z/ ® _�' I� ��I N.LC ALL NEW GYPSUM BOA D W ISH P Z O/ ��J� , ( 3. R ALL SURFACES TO RECEIVE A SMOOTH,LEVEL 4 FIN PER AWG Z O 0411 � _, % ISTANDARDS. APPLY A DRYWALL PRIMER(SHEETROCK BRAND"FIRST COAT'OR EQUIV.)PRIORB-1 RUBBER BASE-4 CONTINUOUS COVE THROUGHOUT, EXCEPT 6 � Z/ = /_ j TO FINAL FINISH COAT TO MINIMIZE SURFACE TEXTURE VARIATIONS. CONTINUOUS AT RESTROOMS (TENANT TO APPROVE SUBMITTALBEFORE Q Q Icc) MFR FL ORDERING) W 000r 1401Trr.//ivo /� i* 4. ALL NEW WALLS TO BE TYPE"B" COLOR:BLACK[ � 0 ry(i) OAJ0.. '1' s5. NEW CARPET TILE,RUBBER SASE AND PAINT THROUGHOUT.SEE FINISH SCHEDULE FOR FINISH5V-1 SHEET VINYL-(TENANT TO APPROVE SUBMITTAL BEFORE ORDERING) .� M. RR SPECS. MFR:ARMSTRONG2 �_ Z O '',,,,,A1 1 ® 109 QN OFFICE110 N, 1 STYLE:CORLON LL' `,r,,7 O 6. REMOVE ALL SCREWS AND BOLTS FROM WALLS. PATCH AND FINISH WALL TO MATCH COLOR:88702 WHITE CLIFFS O :2,:,61 EXISTING. Z a' - p-1 PAINT-MAIN-(TENANT TO APPROVE DRAW DOWN BEFORE ORDERING} LO 2 N �,/ �nn� :fiTh o O D7. PLACE COVER PLATES OVER UNUSED:::::::: IN WALL. LO.' 2CHED SAND8. ALL ELECTRICAL IS EXISTING UNLESS SHEEN:MATCH EXISTING V ( `- Et D W W. RR(Fig—C-1 P-2 PAINT-ACCENT- (TENANT TO APPROVE DRAW DOWN BEFORE LL ❑ �, 108 ORDERING) W U� o 'I r i MFR:MILLER PAINT CO. I - p .-ai�` �- = = _ COLOR:8694M WOOD CUT z - Q �, t• ' SHEEN: MATCH EXISTING V Q FLOOR PLAN KEYNOTES " 44" CT-1 C-1 OPEN PL-1 PLASTIC LAMINATE-COUNTERTOP IN BREAK ROOM-(TENANT TO Q Q iV r Al ' '' 2, BREAK OFFICE O REQ NEW OTO BER OTIMfLDY FRAME�FINISH TO MATG STANDARD CH R RECITE. DOOR AND MFRAPPRWIS ON�OVE ITTTAL BEFORE ORDERING) i�r/Kir ROOM COLOR:CARBON MESH 4880 38 - to W _ 1.07O NOT USED. - _ o z 44VCT-1VINYL COMPOSITEONTLE-BREAKROOM&STORAGE-{TENANT TO tiRE-CAULK ALL EXISTING FIXTURES. REPLACE MISSING FAN COVER. REPLACEAPPROVE SUBMITTAL BEFORE ORDERING) �'-- MISSINGHARDWAREATTOILETSTALL PARTITIONS AND TOUCH UP PAINT ATMFR:ARMSTRONG CORLON 8$7x2 WHITE CLIFFS = O EXISTINGPARTITIONSTOREMAINORK AND FIXTURES AT DUSTING $8702 WHlT1w CLIFFS '�IOORESTROOM TO REMAIN. NEW PAINTAND SHEETVINYL FLOOR. � � '\'‘1:1) � O ALIGN NEW WALL WITH:5:NG WINDOW MULLION.7' STORAGE ra'-8" FINISH PLAN NOTES _,,,,.7' _ OINFILLOP1 NTNGWITHNALL TO MATCH EXISTING. ' 7" O 1. UTILIZE MASTER PAINTERS INSTITUTE(MPI)ARCHITECTURAL PAINTING SPECIFICATIONS. ORELOCATE THERMOSTAT OUTSIDE OF NEW CONFERENCE ROOM AS REQUIRED. APPROVED MPI PRODUCTS TO BE UTILIZED OR PROVIDE SUBSTITUTION FOR APPROVAL TO A ,. , ,,d ---z,A - N ti N1 ARCHITECT. N ©V O LYL 1WA LTAND EOER CTRIC/PHONE/DATA O DLETS ATI I 1 HDI HT PROV©E ED BY TENANT. PAINTED SURFACES TO MATCH EXISTING. 17.t I� -/". .„.,_ �.. * 2. ALL N � �lLLI OFFICE OFFICE 1":- b '" 103 CONFERENCE O8 NEW OUTLETS AT FLOOR.TENANT TO PROVIDE EXACT LOCATION. 3. SUBMIT DRAW DOWN AND MPI TEST RESULTS TO ARCHITECT FOR APPROVAL IF APPLICABLE. 11 QN N 1 1 N N = 'vim N � 7 9 CHANGE EXISTING 110 OUTLETS TO 120 IS POSSIBLE. IF NOT,ADD NEW O ��'�� `- \�V - O 4. CLEAN AND REPAIR EXISTING MINI-BLINDS AS REQUIRED. REPLACE BROKEN MINI-BLINDS ' �11�� O O =i WITH NEW TO MATCH BUILDING STANDARD. �I/� (1 , 1 N 0 „ OFFICE � / R O OFFICE Cil) U1a4 = 1az �3� C I[7,110111° 'N " '° • I{ NN V, Z f NIlii 1111 , O W *-. ALIGN 10'-814" Yap FLOOR PLAN SYMBOLS z w N E) c-i DN ALIGN � �/ALIGN I EXISTING WALL ♦^ z \ _____\_ VJ O N 18 I ` • N Vo Z lie NEW INSULATED PARTITION WALL TO CEILING GRID < 0 - CONFERENCE © 111 O _ OFFICE N N O NIF ;IX 1a0 T 101 - I 1 i GLASS RECITEv, OFFICE ROOM NAME36° I..cWn ® N ' I �y N QND 100 : MBER OOMNU ❑ w a O2 EYNOTE a z Q j I ..........--<11-2>-,....., SPECIAL WALL FINISH I � J J U S a EXISTING DUPLEX RECEPTACLE O0O 17. Wm w EXISTING 4-PLEX RECEPTACLE C'7 O CDI I I 1 EXISTING VOICE OUTLET V, r l- ❑ U cold EXISTING VOICE/DATA OUTLET o Q WALL MOUNTED THERMOSTAT MARK DATE , Lov ti ti i I ABBREVIATIONS n d. I E EXISTING o m N NEW co R RELOCATED aY O +44" MOUNTING HEIGHT.A.F.F.TO CENTERLINE. 2 40°'W 5 D DEDICATED X LLI , 1 o DATE: 08-17-16 m JOB: 057745 co co O FILE: CD W DRAWN: Eli CHECKED: JS 1 FLOOR PLAN0 , Ca 1/8"=1'-0., COPYRIGHT ANKROM MOISAN LLJ o ASSOCIATED ARCHITECTS 2006 a Q . co t9 iNj J H oco 2 co FLOOR PLAN w= , • ixm J U J O T-3 U PERMIT SET - HYD ARcr REFLECTED CEILING PLAN GENERAL NOTES ASI No. 4298 O. WU 1. PROVIDE INDEPENDENT SWITCHING TO MATCH BUILDING STANDARD AT ALL NEW OFFICES ---e• .. 4.--+ AND AREAS. fp� PORTLAND. OREGON 2. EXISTING SUSPENDED CEILING GRID SYSTEM TO REMAIN U.N.O. 1p� �V I A;► -111*,A A: A ' 4 /EA A'//.A►= A/. OF 6 AII I �, ' I ; / �, ► 'rr I ,, / 3. REPLACE CHIPPED, POORLY CUT OR DAMAGED CEILING TILES. , .1/ -_ As_ _ _w reasomprompordwl .0.,,.,.ff�/..... //%/,+/%/rmr iir,AriaN - 4. RELOCATE APPROXIMATELY(12)EXISTING LAY-IN FIXTURES AND APPROXIMATELY(10) O " ���� ��PilrilerOrlidAVASPORPF G!�% P i-;AI / �� r d r' EXISTING RECESSED CANS TO LOCATIONS WITHIN REVISED FLOOR PLAN. z Z N O'�/ � / � `i% � '% rr i�� `►�� / -i / �I //' 1� U/ / 4.�./ ;��' 1 ,.mow. / iii �,, •ice / / Z�/ ' �//� � � / � til•I/ 5. UPGRADING OF EXISTING CEILINGS(2014 OSSC SECTION i 613.1 vr / '►'Ay�%' �iriJ s ��iv�_��r�!iira ii/i�riJ. r, %% �' �' Q Z/ / • / •I �/ / �` 'rl��l�il '�,I'���I �;� � "" �• �•] A.CEILINGS WITHOUT SEISMIC BRACING. C.0 n g a ��/� i'I:IMENE//;�IIIA PAB�I APAWAN ' d I. r WHERE EXISTING CEILINGS ARE WITHOUT SEISMIC BRACING,THE CEILING SYSTEM SHALL BE `+ + (], ly Mar' � � ► �v I 'f� � miry.*f►`�' +� I I � BROUGHT INTO SUBSTANTIAL COMPLIANCE WITH CURRENT CODE REQUIREMENTS WHEN 50°if3 �-' e/ P:r '''.;��,� /�iyr'/���Ij Itr''�/� r�'�I ror•PAMorfOir OR MORE OF THE CEILING TILE f5 ALTERED, REPAIRED OR REPLACED AS PART OF A GENERAL O 5 ' �..��� ON,' 1 ! / 0/t r r q % ; / , / �, O fn' I / + I 1 ( I 1 SPACE ALTERATION ORIF ALL OF THE CEILING SYSTEM IS REMOVED.�i � A Ie. v. l d,' �i/ I tY/II/./.// ,�_ �/.��! � 1./.� ,,� .�/ . . �� o 4r � ''I;�j,'I ,�I„/preverjellr//4,97P. ' �/'•�� A•ilv �, , ik/ SUBSTANTIAL COMPLIANCE MEANS INSTALLATION OF THE FOLLOWING ITEMS WHERE 2 0 z 0 J/� //' 1 �� � � I�',�'�� ��-- REQUIRED IN NEW CONSTRUCTION: LATERAL FORCE BRACING COMPRESSION STRUTS AND h '"_.1!I �'',gor'I . - • SLACK WIRES ON ALL LIGHT FIXTURES AND AIR TERMINALS. I- O try -�J� '/;I ' . . . .- .. . 1 ■ / Z a- civ / �� ;, �//%� . �-:- •_ - ` ... THESE UPGRADES ARE NOT REQUIREp:WHEN REMOVING PORTIONS OF TILES OR PANELS � - A f,/,��/ : : .. . = mom 1 ► ri AND/OR GRID TO ALTER DUCTWORK,SPRINKLER PIPE,ETC.;OR WHEN PORTIONS OFA CEILING O I�, ► I • • ARE REMOVED ONLY TO FACILITATE THE INSTALLATION OF SPRINKLER PIPING. W O0I,I :,�� Amp r- . y ► ► 1. ►1 ►, Q ► / / r � ' .- i. . a . . - ICt 1- � ���iIII•L// ► B.CEILINGS WITHOUT COMPRESSION STRUTS. L u prop 11' �'�► Q ° D WHERE EXISTING CEILINGS HAVE SEISMIC BRACING BUT DO NOT HAVE COMPRESSION STRUTS ~ D - j,I/ � ' .. • ■ ,', , �■� AT THE CENTER OF THE SPLAYED WIRES,THE ADDITION OF COMPRESSION STRUTS WILL ONLY w, I i I'�I __ .. 1.___ __I ♦j ! riBE REQUIRED WHEN AND WHERE THE GRID IS REPLACED,ALTERED, RAISED OR LOWERED. I- : Or Oil._ • I _ ■ ► ', ;ovary � ■ 5. RELOCATE OR DEMO EXISTING LOUDSPEAKERS,SMOKE DETECTORS,AND MOTION N �, DETECTORS AS NECESSARY.CONTRACTOR TO CONFIRM NEW LOCATIONS WITH BUILDING Q a Yi O N 1IIW ER AND TENANT PR OR TO DEMOLITION. 2 co4 Idd4/41:• ► tor 6 , 6. RELOCATE EXISTING HVAC OR SPRINKLER HEADS IMPEDING ON NEW WALL CONSTRUCTION. co Li, p 1 4 .�' 1 1 r 1 I I•11 1 tl �k FOLLOW NECESSARY CODES AND REGULATIONS. CCV O I j l ' I� / • I I ►r I kilArdia,AO •1 • II 1 I r t 7. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS NOTED / IPTAP01 /�'I 'rOTHERWISE. ../ II I I I L f��1 -/ I!I�II11 f 8. DOWN LIGHTS TO BE CENTERED IN ACOUSTICAL TILE, UNLESS NOTED OTHERWISE. I.I 1 • i1.:1. I I�/1►1' �'i 1, � • ► ► ►/`; N we - , ',',� �' r ,I 1►1 �� 9. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAWING AT /'zono`'Q r 1 - 1' , Q /� [' . COMPLETION OF CONSTRUCTION. ,�.I ,'s • � I I /11 iii I I / e 10. LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS OVER 1,000 SQUARE FEET. MOI �/ ► � rl 11I IIMA/ ��I I _ _���� ����/����� ���� �•� 11. CEILINGS WITH INTERSTITIAL SPACES LESS THAN 12 INCHES TO FRAMING ARE NOT REQUIRED CZ preilirprOpr - .. �� TO HAVE LATERAL FORCE BRACING. Ill II IZi [aI r r r r t r 12. THE SUSPENDEd CEILING GRID SHALL BE ATTACHED TO TWO AdJACENT WALLS. (SOFFITS tra / . '1� I I i t I f p 11► �Irsr�ir.�►s/ T p �4 I0 0 I:`y EXTENDING TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND I/I fI'I ;� J �i i 4 i Ira Vii INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE ARE z Ali�l1r��// DEEMED TO BE EQUIVALENT TO WALLS.) 0,T031101,11-117Il ' �' • i' W II '0,110/71rIl , _ - - 13. FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET,A SEISMIC SEPARATION JOINT SHALL BE A1►111l o c r LTi 1 �` • + PROVIDED. U OVISSENO-Ar r I I 1 / r 1 14. CLEAN ALL EXISTING HVAC REGISTRIES. ri.„fi��..w�+.r 4 1 ITtP r, I o o C!) z �/' • IiI•I - 15. HVAC CONTRACTOR TO BIDDER DESIGN EXISTING/RELOCATED HVAC REGISTRIES. , r 11 - . lA��IA/i1IIP411AI ,4 I+ rl AI LLQ popEpgar II kU rrel rT, r r i z w CO ' yr k' 1 J 1 16. THE MINIMUM MOVEMENT REQUIRED TO BE ACCOMMODATED AT SEISMIC JOINTS IS 3/4 OF L NI ' /I/ / AN INCH. • I r ._JI p z � © (l) w CD / jiO _0 �� O 4� D Q 0 IXZ /__.___ . I I I uNOM _-__ �1 REFLECTED CEILING PLAN SYMBOLS m (Do o pp L SJ1 LL-L SSI IX 11 ,1i7;S1 1\ii I r,TI 0 0 $ SWITCH r^ co w tfJ cl � w �, i ii if if \I II � r �-I�__rr�r J L I IIILIILI I ! I I , �� EXISTING 2'X4'LAY-IN FIXTURE cn I��/ II 11 lirl • • • Z iimmin 11. 1 - 1 r1 w L- - -J o w CL W Al j If v4___+!‘1 11 L=±=J REMOVED FIXTURE O fri Z Q > PAR - 1- ii o % , 1 ' -Si- RELOCATED/NEW FIXTURE - Q CO LIJ 0 ° W CCI J 1E1- EXISTING HVAC FIXTURE r/'1 C)CO V li V J Q flO SI RESTROOM LIGHT FIXTURE U ooi In 0 RECESSED DOWNLIGHT MARK DATE l EXIT LIGHT AC WITH BATTERY BACK-UP AND DIRECTIONAL ARROW.UNITS WHERE o LINE OF SIGHT TO NEAREST EXIT IS OBSCURED. a xs 0 EXHAUST FAN m CI_ 3EE SPRINKLER HEAD.SHOWN FOR REFERENCE ONLY. O • I I ® SPEAKER F . GYP BOARD CEILING/SOFFIT - WCD I Q U ABBREVIATIONS e . E EXISTING DATE: 08-17-16 al N NEW JOB: 057745 O R RELOCATED FILE: CD +44" MOUNTING HEIGHT.A.F.F.TO CENTERLINE. DRAWN: W D DEDICATED CHECKED: JS 1 w CD co 1 DEMOLITION REFLECTED CEILING PLAN COPYRIGHT ANKROM MOISAN 1 C I_ T-4.1 1/8"=1'-0" REFLECTED CEILING PLAN KEYNOTES ASSOCIATED ARCHITECTS 2006 a (1) DEMO EXISTING CEILING GRID AND ALL ASSOCIATED FIXTURES.t7 0 tNi-1 m o[Y0. EXISTING HEADER TO REMAIN. o� " z DEMOLITION �W r U CO CO hLu REFLECTED W �N CEILING PLAN Wa J UJ O 65 o T-4. 1 a PERMIT SET \'0D D "� 1 c.,5 No. 4288 REFLECTED CEILING PLAN GENERAL NOTES T""" a 1. PROVIDE OCCUPANCY SENSOR SWITCHES FOR ALL ENCLOSED ROOMS. L� /PORTLAND. �+. �� AI A, AlI .II �e At)A. A�A AA I J . = . A. I 2. EXISTING SUSPENDED CEILING GRID SYSTEM TO REMAIN U.N.O. I" 011J`'� OF I // A I; I / iiirr ,iiribjj Ja„., _ / 3. REPLACE CHIPPED, POORLY CUT OR DAMAGED CEILING TILES. , I /� • .�__..,protpoilr 'N",%'/ 4. UPGRADING OF EXISTING CEILINGS(2010 OSSC SECTION 1613.1)rim --- ��a.PrioAmpimii/I/I �.�J '4.4"7„.........„.......,...____ / �1/.//II// - , Z — __ rr' I / _ /I,%' miroporrAyr er r ' I' Qr � �' � (/ A.CEILINGS WITHOUT SEISMIC BRACING. ��,� � ^�_ � rte,- I ,. WHERE EXISTING CEILINGS ARE WITHOUT SEISMIC BRACING,THE CEILING SYSTEM SHALL BE Z � �r / I /I •�' �I/ �'��f//� /��� � ���� ( ` BROUGHT INTO SUBSTANTIAL COMPLIANCE WITH CURRENT CODE REQUIREMENTS WHEN 50% OQ- ' N I//m%i/dim Al ig4 A �L,!ILAI/ I, �/ II OR MORE OF THE CEILING TILE IS ALTERED,REPAIRED OR REPLACED AS PART OF A GENERAL �+, W ', �r�I• ►�� r ;-�� rr���rir^��,% �' � ,iii �,.--7_, ,„...„_.� 0 � L � SPACE ALTERATION,OR IF ALL OF THE CEILING SYSTEM 15 REMOVED. #�"' (� i A I I A AAM AURLid//.�/%1��/._//:%.�Aga00 W �/. c, O ��' I AURAS N ;PA �� �� �,� I e SUBSTANTIAL COMPLIANCE MEANS INSTALLATION OF THE FOLLOWING ITEMS WHERE �,//�/ �/>�` % III �n�, I'�f ��I►II RE UIRED IN NEW CONSTRUCTION: LATERAL FORCE BRACING,COMPRESSION STRUTS,ANp2 0- / W I , I*r � f', IFI I/ A, // '71:, iTi ' i'�#/ 1 I/ II PrefE' QZI��'������ I / �.•+ / , // ` ►�' �. 1SLACK WIRES ON ALL LIGHT FIXTURES AND AIR TERMINALS. Q/�.�tril/� �././.ISI/V.I/ /v- . �• ,rll/�• a/ • ./. ._. /. i r rda / frrIl/Plir Fly FOP' o/ VI° r//r% Ir / THESE UPGRADES ARE NOT REQUIRED:WHEN REMOVING PORTIONS OF TILES OR PANELS I- O0 in AND/OR GRID TO ALTER DUCTWORK,SPRINKLER PIPE,ETC.;OR WHEN PORTIONS OF A CEILINGAl Z d ., ��.l / ""' �" "-"��`` °"'�"""""""" �ArYdeeld ARE REMOVED ONLY TO FACILITATE THE INSTALLATION OF SPRINKLER PIPING. 2 CV M tir F ■ ■ d '� �:. B.CEILINGS WITHOUT COMPRESSION STRUTS. 0 W F• tp in 1 Ar A__ • lei.: 0.... _. 111 , l►1 7 7 , WHERE EXISTING CEILINGS HAVE SEISMIC BRACING BUT DO NOT HAVE COMPRESSION STRUTS W ll '� � `���.�..I..�.� • • • • l®f • • • AT THE CENTER OF THE SPLAYED WIRES,THE ADDITION OF COMPRESSION STRUTS WILL ONLY fl }- %.I�. ��'� /' ��� ]I l,� ] r`I �� ]I BE REQUIRED WHEN AND WHERE THE GRID IS REPLACED,ALTERED, RAISED OR LOWERED. U N _ 111111 ' ' ''�� , � � O ■ II I I ■■ 5. RELOCATE OR DEMO EXISTING LOUDSPEAKERS,SMOKE DETECTORS,AND MOTION Z 2 Q O 1 . AI I. 1 ���■�� , ;14 111- DETECTORS AS NECESSARY.CONTRACTOR TO CONFIRM NEW LOCATIONS WITH BUILDING U . ' T , rimy - : - •1 le( •pi 3 8 OWNER AND TENANT PRIOR TO DEMOLITION. CQ Q rt 1���/�;rign bra �. 6. RELOCATE EXISTING HVAC OR SPRINKLER HEADS IMPEDING ON NEW WALL CONSTRUCTION. p p t!� 1 f•% FOLLOW NECESSARY CODES AND REGULATIONS. O r . . _ _ - . $ A nilin /SII/. �/1 11 f71 1T Ir 1 ' 7. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS NOTED ti O o;;// j�/ 1 i I �� 11 w OTHERWISE. �� co a. I il' 8. DOWN LIGHTS TO BE CENTERED IN ACOUSTICAL TILE, UNLESS NOTED OTHERWISE. /P" !War i1 • X X x AdI/irm '; r I L ' 9. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAWING AT �� 11 I I T l I l I L ! COMPLETION OF CONSTRUCTION. �� �' ►mot , • •• • • •• •• 'I/ ie ' ,li�l� E. . 1 1 r, `I 1 I, 11 4�EI1 n i�/A , 1, ' I 10. LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS OVER 144 SQUARE FEET. Flipp, � I�, � - , �� �W ' raw • I I �I ■I� A 11. CEILINGS WITH INTERSTITIAL SPACES LESS THAN 12 INCHES TO FRAMING ARE NOT REQUIRED AMMFAININI'AIMAIMIAMENIiiuuuII 1111 - I T ::::::z:::: BRATTACHED TO TWO AD ACENT WALLS. SOFFITS I I 12. GRID SHALL BE A J �,11 ����) 1`0� ►off - EXTENDING TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND W mipi:•gr U••IUi•[ /R , INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE ARE I- DEEMED TO BE EQUIVALENT TO WALLS.) 4] JrA1A ' .. � f� i Iii ill! Ili ,,,, . 11 13. FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET,A SEISMIC SEPARATION JOINT SHALL BE � � j PROVIDED. W 'fir ji ��`�'I�/ 11 0 U a. .i.Idi•Ao:Mr liAr ■A■ ■ ii � 'll' 1111 III (n z i 'frj' rf . tiImIiIuII I • „ z � ty %il l�I r-41.1111111111 1111111A9tilII�Ir REFLECTED CEILING PLAN SYMBOLS Cn w a $ SWITCH D Q z � ►..: A 1113111111111 le# II o OR O , 0 0 EXISTING 2'X 4'LAY-IN FIXTURE O ►� ■eEno.=ED W rt u) m Ce W 4Iiflh1iiII1Iui1 �N REMOVEDFIXTURE�� --i - RELOCATED/NEW FIXTURE Z 0 W ;ijiItiHhIII 111 1 1 I ri , 1 I Iti III----VIII o F- wI I .I. I- I RESTROOM LIGHT FIXTURE U o ct m J i LL - - ' . 0 — — RECESSED DOWNLIGHT r n O L,/J 0_ LD U 5 EXIT LIGHT AC WITH BATTERY BACK-UP AND DIRECTIONAL ARROW. UNITS WHERE col O LINE OF SIGHT TO NEAREST EXIT IS OBSCURED. ti 0 EXHAUST FAN MARK DATE o X SPRINKLER HEAD.SHOWN FOR REFERENCE ONLY. a I I Qs SPEAKER + CL • .' GYP BOARD CEILING/SOFFIT N . - - w O w I I X ABBREVIATIONS w E EXISTING N NEW ' m R RELOCATED DATE: U8-17-1 U +44” MOUNTING HEIGHT.A.F.F.TO CENTERLINE. 6 08774 55 0 DEDICATED JOB: o FILE: CD Ft DRAWN: I- w CHECKED: JS w REVISED REFLECTED CEILING PLAN KEYNOTES COPYRIGHT ANKROM MOISAN OASSOCIATED ARCHITECTS 2006 M a 1 NEW CEILING GRID TO MATCH EXISTING. 0 ccr)i•n 1 REVISED REFLECTED CEILING PLAN 2O REPAIR/REPLACE LIGHTING IN RESTROOM AS NECE55ARY. r m T-4.2 1/8"=V-0" co c- Tw NZ REVISED 17 0 I-W REFLECTED 0r CEILING PLAN ix , g- U- O 62 Lic4 T-4. 2 00) PERMIT SET „..0 EDC No. 4268 n ),4"f. TYP. DOOR OFFSET AT PERPENDICULAR WALL /0„........-- N0. 12 GAGE SUPPORT WIRE TWO FIXTURE HANGING WIRE AT OREGON SECURE TO HANDLE APPLIED OPPOSITE CORNERS SECURED TO AT 45°EACH WAY, ® �� / STRUCTURE \ APPROVED ATTACHMENT DEVICES. / ‘'.5s° f�+ OF 00 (45 I TWO (2) MAIN / RUNNER LIGHT \\ CLIPS AT \;�-- �' UNDERSIDE OF STRUCTURE COMPRESSION STRU OPPOSITE / CORNERS \�\ 0 o • \\ EXISTING ALUMINUM WINDOW ti,4 Z Z ti U ' / A COMPRESSION POST AT \\ SYSTEM Z O 12 FEET O.C. EACH WAY. iuuiiF nn uir�ninTirrmnrTT; tl ILUIIIIIIIUIIII TI FF EEL STUDS 24”O.C.W GYP. 0 Z Z �1 QST @ / ` Cf) � a / SWITCH SUSPENDED CEILING SYSTEM BD. EA.SIDE• _`� w • GANG ' cc \�... NEOPRENE FOAM TAPE CONT. BETWEEN -- FIN.SILL BELOW- `. O (n neBLOCKS NOTE: ALL SILLS TO B:NI!NSTALLED oBEFOREINTERIOR WS. DONOT O zO € CASING BEAD -1 —� �yCUTSILLS FORMULLICLOSURES p 2E g 4.1 �: FASTEN RUNNER TO CLG SUPPORT AT 2 ORWALL INTERSECTIONS. E W ce h �' 1 \ HANGER WIRE AT 45° �� NTFEET O.C.THRU NEOPRENE BLOCKS &ROSS RUNNER, I► Z a to d' FOUR WAYS n k FULL HT.STEEL STUD @ FACE OF CV \ `� SOUND BATT 'J- MAIN RUNNER, 1Q - c� � ¢ \E1 :: GYPSUM BOARD EXISTING SILL STUD. � O O \ 0 I SAFETY WIRE ATTACHED TO \5J •IN RUNNER —� W o in CEILING GRID FIXTURE HOUSING, MAXIMUM RECOMENDED LENGTHS FOR VERTICAL STRUTS IL z co WRAPPED AROUND FIXTURE ��' METAL STUDS,SEE SCHEDULE FOR EMTCONDUITCe rt F F_ re _ LU HANGING WIRE MIN. FOUR TIMES. �\,. GAUGE, SPACING,AND HEIGHT M 050"ANODIZED ALUMINUM TO • 0 p SECURE AT DIAGONAL CORNERS MATCH WINDOW FRAME, FULL HT. 112"EMT CONDUIT UP TO 5'-10" W p 0,1450 POWER ACTIVATED DRIVE 3/4"EMT CONDUIT UP TO 7'-8" \ ♦ 0 ❑ G NOT CONTAINING MAIN RUNNER CROSS RUNNER PIN W/1 1/4 INCH EMBEDMENT AT 4 TO WINDOW. 1" g O EMT CONDUIT UP TO 9'-9" Z Q I LIGHT CLIPS. TYPICAL BRACING CONNECTION , FEET 0/C MAX INTO DI=CK. Q h co \ NEOPRENE GASKET WITH METAL STUD IY V dam` • r NOTE' ACOUSTICAL SEALANT EA.SIDE. SINGLE 1 518"METAL STUD (20 GAUGE) UP TO 12' < Q N REQUIREMENTS ARE FOR LIGHT FIXTURES WEIGHING 56LB OR LESS. LIGHT FIXTURES I I FIN. FLOOR WEIGHING MORE THAN 56LB TO BE INDEPENDENTLY SUPPORTED FROM STRUCTURE. ACOUSTIC SEALANT AT SLAB BACK TO BACK 1 5/8"METAL STUD (20 GAUGE) UP TO 15' (i)SINGLE 21/2"METAL STUD (20 GAUGE) UP TO 13'-6" Lo k \STD. MOOTING HEIGHT LIGHT FIXTURE SUPPORT0 PARTITION WALL TO GRID 4 WALL AT WINDOW MULLION GRID LATERAL FORCE BRACING • `° 3/4"=1`-0" TLSTD MTG HEIGHT N.T.S. 71__f2ECESS MOUNTED LT FIX SUPPORT 1 1/2"=1'-0" TLwALL TYP B INSULATED TO GRID 3M=1. 0" TLWALL AT WINDOW MULLION 1 1/2"=1'-0" TI GRID LAT BRACING METAL STUD TABLE-MAX WALL HEIGHT L/240 STUD SIZE' GAGE STUD DESIGNATION SPACING MAX WALL HEIGHT COMPOSITE NON-COMPOSITE SECTION 2 1/2" 25 250 S 125-18 16" sEicivistr 91-6" 24" " " 20 250 S 125-33 12'-10" 11,-11" 24" 11'-7" 10'-5" 3 5/8" 25 362 S 125-18 16" 14'-4" - 12'-6" W 24" 13'-5" 10'-10" 20 362 S 125-33 16" 16'-5" 15'-6" W 24" 14'-9" 131-6" 11. 6" 25 600 S 125-18 16" 19'-9" - 24" 16'-9" 20 600 S 125-33 16" 24'-6" 23'-11" Z 24" 21'-7" 20'-10" W VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS'ASSOCIATION (SSMA) TABLES FOR NON-STRUCTURAL COMPOSITE AND NON-COMPOSITE SECTION IN U 0 INTERIOR APPLICATIONS (5 PSF) WITH DEFLECTION LIMIT OF L/240. 0- 1. VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1/2 INCH THICK.GYPSUM BOARD ON BOTH SIDES W/#6 SCREWS AT 12 INCHES 0.C. MAX. Cin ICO _ 2. HEIGHT LIMITS ARE LESS WHERE GYPSUM BOARD IS ON ONE SIDE. PROVIDE z SHEET VINVYL OR VCT FLOOR U BLOCKING OR STRAPPING ON OPPOSITE SIDE AND USE NON-COMPOSITE SECTION VALUES. ADHESIVE Z W CEILING WIRE ATTACHEMENT CARPET W/PAD Ci` = CV CONCRETE FLOORCin CONSTRUCTION TYPE FASTENER Z N"' WOOD 1/4"X 3"SCREW EYES '"I" METAL TRANSITION STRIP D > Z STEEL DECK PRE-DROP WIRES, CMI DC1 OR DC 2 1/4" g Q o Ce METAL DECK SCREW EYES. CO POST TENSION PRE-DROP WIRES, EMBEDS, 114"X 3/4"METAL __.__' -"""" "M""M""MMM"MMMMMMMMM M MMMMNMMMMMMMMHMHMMM CO 0 ODW CONCRETE HIT ANCHORS p - r _ * - �. • - d _ - ' . rn 03 fX POURED IN PLACE PRE-DROP WIRES, EMBEDS, 1/4"X 3/4"METAL d a L �. `'' W CONCRETE HIT ANCHORS A • i; . J �_ o a. NOTE:THIS TABLE IS PROVIDED TO GIVE GUIDANCE FOR ALTERNATIVES; FOR OTHER r' J Z ❑ W STATES VERIFY WITH AUTHORITY HAVING JURISDICTION.. 0 Z 1= 6 SCHEDULES VCT / SV TO CARPET 9 CO J -, SN.T.S. TLFRWING SCHEDULE 3"= 1'-0" VIPP Mr 411, co O W UMo Q u. U3 o a ❑ U o rii MARK DATE mr I, 0 0 o cdm o.. vi rY O E w w LU Q a U DATE: 08-17-16 al JOB: 057745 O FILE: CD Fe 8DRAWN: CHECKED: JS J w r 4 03 COPYRIGHT ANKROM MOISAN ASSOCIATED ARCHITECTS 2006 Mai , , M CV -I co re OI. �I Z r-w V m 1z Alk ® Ark �4 ® ELEVATIONS Ir m & DETAILS 0 6_ UJ T- 5 °N PERMIT SET 11.