Loading...
Plans ]RECEIVED SEP 5 2011 C.ITYOFTIGARD BUILDING DIVISION ARC H ITE CTS 720 NW Davis 503,221,1121 It Sure 300 503 221.2077 Q Portland OR 97209 www.lrsarchiteecte.com 354 - � -". ,���y•,, *+... _. ' - .. - .. . ' .. . -�.wF�„.•t,r.!...,,?,.,,.:•,ur.,.:_,.,.,”,.,.,.._...St.n...i,,.,;..:...,W4...:..,..I.,",rp..:.:...,.:,,...,,:,..:r-.:,..,{.,..v..,,r,�„.t..,....,:f.,:.,.:W f#..,..rJ.,.....x,..,1,G_..f-::”,;:..i.+>p>..,...`..h r+l•.e•ll,:.at*.,.M1eu+.,.te,.-.,rii"�.,l,N.r,-y.!'�_-.,.n.r,`.:�+:..«{p._n...a:..�t4.i.t...rr.3�->.+'•,_r'r"-,•.�..4,�..r_•,..r.....,....w1u..,#4.7#,,aL t7��"r''u�t.rrra.,..,'�,.a..i^��+�'a�'..,.._,Ia+•tS5♦S,±+'r:.4s..�ur.r�>rY.„... .rF.7l.:m.ti,....+,'..t!I-,..:T�,='�..-Ik-..;ti.u-,.:...ar..r,�k.C.•,.,.t,;.:ettij:r+i,wa,^,?'#.,x'.�`.+Sf,...,.t,°,I!r,....I:M,.,'Mr....♦.,.!.,...'rL l,rr...,.,..fi-',.'!�,..QM3.f.r'rye..wt.+yT.},.f..}e,�'�•r.”.!x..wf.if.�sr a,.rc_.,t.:y,,f...�.,.3G;.tw.f.:j,a,-.�.:t,{'-....,a_.,...trr.ir.t-,T,.,:1:t,«..'::$t.k,.,.<L+7:f,..r�r�7.,'•,...J}:r.x C...:r.I..„:I.afM ]1 ;.i..�I•.t+,.}'n.•-..''F•-_L.-.,"x,,j•",.t.•�<i.-b.�.''-'t�.�uS-,„,.,.!> a•.at."v f.�.,,.....•.,F:-...�Y,,.,'.t. .,.n-r.,/'..-w.,..;..,>w.#a,!t�.4,.A,!,.•Y.,.I"i',i,..sy�r..':•. »r....^ .�rt...'.4aY+,;'t�1.........!...:,y,w�:.,..•r..�f.Yr.�..,.w-f:..,.:..„,..:....f,.:.::.•u•.�.,..',..i.'1W.L.;,,..�.�x,t.ii.4,.T.�..tsC...',r...,.�a�ex.!.„,..,.,,:,«,•k,..».,.'..,.,"r'..>:..t.„'.':.✓.� .,+.e�.+.:s.I,.,Rt.,`,�.,.....”..M...f�t.x.-.,..,.r;�f,Q1.;,.•�;-tk....,�r..ftr..,,.•,C-.:Ir,.,:..+:,..<:.X...,.,,....�:.,,yf.,....,«#..-,'...:-r.y.xi1'",.•K:aa:I�+1w";.�ryrw�r Y.,,:.f.,"•./,..."fi.,t:+,.d r."M1A..+.1i.•!f..3,'..r...,:„ryaS+,1�t x,a_4+y.^'.w>Y!.,j,m/�..,`L t5v,+,'”J,r.,.,.!''•I.„,yv✓t.w....r"1...�.�'„r...,_a'.�.!�nr.,7e.!�,.�,.s.�.t'.I-.`.f.w.-..•.:..E..4`:'...�a.r+w«t..,..,•,+.-..a.,`...;k.,.a,,'u,,FH....@.=.',.;n.•:..,...r"/..,,..r�...."+.!:�t.n,.._/.+nr•t«..+.M.«'+,,�.7,"�,.RtiB,'+.,.r+1^•.;...,Yw•.!r...f.,rr„;,+,.$A1 a:..r'',.r r�xyI•.T.`...l.u,itr.�#,r+?p,.'.,`.�.+$<.T_..,!t.',.F}y,CjJa/i.,.SV'mjy,w:„.Aa*;Ai+✓`t.R.,..,.....,V”y,,'•�f.�..:f1:.+#....�.!rA..-a-y;.{4.-+..,...x..;.a+xM..f,.,„�,�r.,.r".tir.tz,rot,+, s„�..",J.•"�..,./,>.+.,'f.s,..;..%+.t,.,.',.•.:....a�.�,•Ni..,:.ri'.ar T....w4.r.'��..y:,„a«xtt,,r>Ft+n�..,:r:,at.�'.',.'.`,.d'...,,.W�.”.•hi'..,._•'n,.f.G.,h.,4,.":r.Y,.,...'{.Y.,.i�...w'x,��;4'f.-:.•✓�Xn•.i,.f,�,,•.-�'.}i.f�...,;r{.,n...+"r,•--•:..,,_+4+•1s -1l k1f..•:,•r vdM,.,i.,.1.•,:.;,.:..,.>..Y.r1..t+.'t,•ir.';.")tl..�.,.-vs...."..,„�'.��►..F.�.;r,-%*.,c:.A'`�.,t......^t,j•_Nrr....•k.y�+'�,i.-.i�._'..>.>,+.A.,t.'',t':,yj,Mtv,�;."�'.:.+.�.��;s•"1i.x,L,•_1f#yI.r.'�,.+a-.,•t',c.SSy..'..,-.',"Y•a2r.Gy,:-.3+,}t,�7.w ....'.e.s{.�r.yp.,..-.rirt..aat.Ci.si:":s•..w r:”.. ".Y'-..yr1,�.>-,T.:•,,,..+Ui.„'.,'�...�,,.+r.,.F+..�r.ay-s”..I..,.i.•?.���,M1.„,...4.t.w.�.3�7{a.�..,,+,`tx',,r�It'...•,^tf:tirr,"y•"r,4,{i:.a#,r�•,F,-.,�s'•t.,>::.+,...�,.,+nn.r,.�,�,,.1d"+>;.r,"&y I-,.. P:y,+.,fA..,u.�.+Rrt•:r..,r.t>..t...•.,.,.*.+4,wte..R,.:s.at'..,`•t..;.:..'C-,6TI.J ".».„•_u�.-,,,,.-. •.,y,,.�i t,t : w'b'..,•- \- nr��►►�f�,',Va����` /•�K�,''!�'�:� .�. a _ jC . J`+f��>F•,Y,++.rr° .. Jp.rFf✓rrrat.{,T,i�!+,'3,•Pr,�j+rr{"r>✓y,Ji•r'�o/,•,+f,rd,,rJ'�(fr,"F'IP./'ri�`,.r' 'r•y.,r:�rry'j,1 Ta>.r r'sr",i.',rr.,f!aF°t d,r.',�f'"+'���r-P!,.,'•*Ns.t�.:r..a a}'r.!!�"`•f`o�'r.,.f.e.Mr+a!r.f P.�IJ j',''r,'« +>l,r l+,J j..•�..•`�.�.r.:•�'Yx=�.!•�f+.• �rF`'>#f/•,`''f.+:,'•,{w`,',+,}fR a�:ir,;Y.;.,..f,4:1,,•t;f!r.!°rwat:.'I�ari 1+',+„N.',x.#y,r:,1.#,»�a`�^�,:r+!,r�'tl',i✓tx,`a 7-I.+��.!,t.,+F�r+��)!'X+1A++., fi'tf.F'r->,f-et`i'`fr`,>{^r•rr>JfJI”/J✓ ir°r,T.•ztr �.•'a#,Pi fv°f:''/Y^"..JfJtY-f`',r:Y'3r jv°j°�,'•.'r"0Fr e«�r`,. �Pa,hH:„„ir.�f.f4..,,,'`r+e#rf'.,f�`1•Yr♦T°i.f, t«•”+Y. P'.fr�',.,,,rf"r,•rj�„r.�a+r i#frJr�•^f✓a,,rrr•.'*..rP ard,.,Y✓'.•f.r}rN r's.rr�-�^!r,.rr'r.,t#«•f�.,!• f.afrf.Y,�..!r s•>,�, �`r1af'h�„"✓'r^tfa ' '�Y.''r_irfMM,i�+:�YI+rJ`rWw+rIr':j'+,rY,/'✓�ftr�x,fI"d+t'. ,'�.:,rr;,r+Y:f'`IM.�ftl.'.i.!r-,`�trf'��!...„r,l!,�,;r,r✓,f d:,+rrr.d.r',f'!f fr''.rJrI at'✓j+�„�,«J•r+T,rfa.x�,r.»fiir!r•J1y+f,'v ae�d'�;•°rr 1I�r r>'r s'r.♦x`,�,'`�fra.,✓i fJ,rJ..*'✓Itl,.lJ'f, r°:+f""IrYJrb!'rf`'�.frIraa-/'.��•r!MjDR�yrJ!�M1rs'”},Ii{'U r->"�.','f ,p`f�>,r'�+>•'+'r•>iIrj,fr-r,�fia.,','fr"✓�ir,f'r-r�,°frrrirr-•+`r�,fi,e.,✓r-'�-f'+ri.r f•r,r.',f.fJ�.,�M,rM-'�"r/!�{,j'"J1 Jd'M,,�.J+Ai-7�",r,'r r-�xl"'r`d,�,.'r-1,',i!'�'+,s+tf a `.�r.I�r-r�f,-d�rf+'.r'�r•,`.''r}"f.�ur:fa r ,i.a,,!'”ira'f,'',r,ef`'+'M1•- ��F.',,>r��!'J"+r1,'+„♦t'+1rr`•1r;�-��•r _'.�,rpfra}•ff�l'f,:!faj�rfd��."��Yr.�''R/.rr",nr+rr,.T.v:ry+!lrPY�°y''r+”,;f J.!fr.'xr r.-.•+' F� r,�y fa!r '•jf;/. r+, Yf,�'d+'!W•r,tl�''irra`�`O.„ ' r' ,•f',.,x^fi r`f '!'{ y + t i , .,.-.:,..>�.�..r- 0..►,�� : M- I S_ L YY.,I ... Ili-IYI - r �� - - - j-I t ” r rwrr_u„It. M IS . ` - 1 � . ,. . +- L.� �Ml iRR*i 'i.Yl .A#L�4- . L. �._+�NIXON ,1XQN LAWN CONSULTANT: PROJECT DIRECTORY PROJECT SUMMARY DRAWING INDEX L GENERAL INFORA770N. IV. EMEGENCY SY87EN STANDARDS: ARCHITECTURAL BUILDING OWNER: O Ste*Bar Rod Wegenm Wr org PROJECTNAME: OREGON STATE BAR RENOVATIONS A. BUILDING TO BE FULLY SPRINKLERED A001 COVER SHEET 1837 SUPPER BOONES FERRY A100 GENERAL NOTES&STANDARD MOUNTING HEIGHTS16037 SW Upper Boons Feny Rd,Ste 200 Darrell Skfr. org PROJECTADDRESS: Portland,Oregon 97224 and FLOOR MINIMUM CORRECTIONS ASREQUIRED.SMOKE DETECTORS TO BE Telp (503)620-?222 TIGARD, OREGON 97224 TIED TO THE BUILDING ALARM SYSTEM. A101 SUSPENDED CEILING AND LIGHT INSTALLATION GUIDE PROPERTYlD: W248495 G IN BUILDINGS EQUIPPED WITH AN XSTING VISUAL STROBE SYSTEM: A102 SUSPENDED CEILING DETAILS PROVIDE CODE MINIMUM CORRECTIONS AS REQUIRED. FA SYSTEM It. APPLICABLE CODES: DOES NOT EXIST,DO NOT ADD ON. A201 DEMOLITION PIAN S FLOOR PLAN ARHTECT: D.PROVIDE EMERGENCY EGRESS LIGHTING FOR THE EGRESS PATH IN LRS Architect,Inc. Trish Nixon: tnb larchects.com 2009 INTERNATIONAL BUILDING CODE (IBC) ALL PUBLIC AND TENANT SPACES.,MINIMUM INTENSITY SHALL NOT BE A202 REFLECTED CEILING PLAN LEGEND 720 NW Davis,Suite 300 Darcle McConnaha» dmcconnehaQswchitecs.cam 2010 OREGON STRUCTURAL SPECIALTY CODE(OSSCLESS THAN 1 FOOTCANDLE AT FLOOR LEVEL ALONG 774E ENTIRE A301 INTERIOR DETAILS 2010 OREGON MECHANICAL SPECIALTY CODE(OMSC) LENGTH OF THE PATH. CONNECT TO BUILDING ELECTRICAL SYSTEM. Portland,Oregon 57209 2010 OREGON FIRE CODEE PROVAREA OF WORK EXIT SIGNAGE. EXIT SIGNAGE SHALL BE CONNECTED T© Telephone(503)221-1121 2010 OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESQ BUILDING POWER SUPPLY WITH BATTERY BACK-UP FOR MiN 1-112 EXIT EGRESS PATH 208 OREGON PLUMBING SPECIALTY CODE(OPSC) HOUR DURATION, 208 OREGON ELECTRICAL SPECIALTY CODE(OESC) B OCCUPANCYGROUP V. ADA ACESSIBILTY UPGRAWS: GENERAL CONTRACTOR: IN. BUILDING STANDARDS: X ROOM OCCUPANT LOAD PER SECTION 104 A. BUILDING HAS BEEN UPGRADED ACCORDING TO THE ACCESSIBILITY Bartel Contrn ,Inc, Roman Michalchuk: romanrtakenbacting.com Steve Sprkn . ste@bakg.com BUILDING TYPE: 11-B 3 TORIES, SPRINKLER D UPGRADES LIST AS OUTLINED 174 OSSC 1113.1.1. ACCUMULAI1VE OCCUPANT LOAD PQ Box 160 BbA-3BY: Gladstone,Oregon 97027 TOTAL BUILDING FLOOR RENTABLE AREA:: 74,388 R.S.F. EXIT SIGN w!INTEGRATED DIRECTIONAL ARROW EXIT ACCESS TRAVEL DISTANCE FROM MOST Teehone(503)6504*64 AREAS OF WORT * +1-2,70 S.F REMOTE POINT PER TABLE 1016.1. WHERE OCCURS AT ALL EXITS,EVERY 10.174 CORRIDORS,AND IN SPACES WHERE 2 M ODES OF PROJECT NUMBER: � � �.„ • � 211207a CCB#79970 11207aCC89T9570 ALLOWED DISTANCE: 30MAX.LENGTH SPRiNKLEPS PROVIDED) EGRESS ARE REQUiRED PER SECTION 1011, (REFER ACTUAL DISTANCE=59=11” 1O ELECTRICAL DRAWINGS FOR MORE/NFORMATION. SPACE WITH MEANS OF EGRESS PER TABLE 1016.1; POCHE INDICATES'EXIT`TEXT SIDE OF SIGN. SiGNS MAX OCCUPANT LOW ALLOWED.49,ACTUAL LOA12 SHOWN/N CORRIDORS ARE CEILNG HUNG.SIGNS Oregon State Bar DEFERRED SUBMITTALS DESIGN BUILD SHOWN ON WALL ARE WALL HUNG. S THE SITE PAN AND SUITE LOCATION PLAN IS FOR REFERENCE ONLY. SEE OTHER PLAN SHEETS FOR CONTRACT DOCUMENT NFURMATiON, Renovations ELECTRICAL SYSTEMEMEXIT ACCESS TRAVEL DISTANCE FROM MOST REQUIRDEITTHE PROJECTSUMMARY IDENTIFIES SOME SPECIFIC OSSC REQUIREMENTS BUT IS NOT INTENDED TO LIST ALL OSSC REQUIRMENTS. REMOTE POINTPER TAB14161: MECHANICAL SYSTEMS SPRINKLER SYSTEMS ALLOWED DISTANCE: 30MAX.LENGTH(SPRINKLERS PROVIDED) EGRESS LIGHTING ACTUAL DISTANCE=7r-9 ADMISSIONS LA�WER SPACE WITH ONE Fanno Pbee DEPARTMENT N �G MX OCCUPANT LOW ALOWED»49,ACTUAL LOW15BUildln A f 10037 SW UpprBn 1�e d CLE rf 3rd FloorPUBLICATIONS DEPARTMENT Tj a� O on 97224 OGCU � C �i r W; " �J / wM�� ConditionallyApproved..,..*,,......'f w144 t; � f4e#toil'F6llAFMt *MWMM4MrMMMlN YiM Does" X Ad 0 '1". � BY: V ` IltISHEET TITLE. BVl.ii Ieetdower 7_1 � �=vv� 0M too .4DRAWN BY: DR1M SPACE WITH MEANS OF EGRESS PER TABLE 1015.1,S THIRD FLOOR 4$ ACTUAL LOAD OCCUPANT LOAD AILCMdE3. DATE ISSUED: EXIT ACCESS TRAVEL DISTANCE FROM MUST REMOTE POINT PER TABLE 1016.1 ALLOWED DISTANCE: 3W MA .LENGTH(SPRINKLERS PROVIDED) OFFICE C ACTUAL DISTANCE= 8-10" N lap, VICINITYMAP2.wSITE PLAN n SU1700c" LOCATION AND EGRESS PLAN. SCALE. NOT TO SCALE SCALE: NOT TO SCALE SCALE. NOT TO SCALE SHEET. RSMP f02ff1 FANNO CREEK PLACE BUILDING A w - RB FERRY ROAD FLOOR OF 16037 S UPPE OONES 3rd TIGARD OREGON 97224 PERMIT SET 09 15 11 f PERMIT SET 09.15.11TPR -. .... .. .. ." " .. .- ... .. .' .., " : ... ..... .,.... ..".-.;.,m,.,�...,.w........:... ...«r,., ,. ,...,..,,r:....,.,,.f...,:r......x,r.::...yr..,.,n•-�:.:r.�".. -. -r... e _. ,.» ,_. .,- ... ., ..--.. - „rmw+�,. " , t I Mid GENERAL NOTES ARC H ITECTS, 720 NW Davis 503.221.1121 IN ` Suite- 300 503 22.1.20?7 � GENERAL DOOR AND HARDWARE 6z ELECTRICAL LIGHTING ON DRAWINGS IS PROVIDED FOR REFERENCE ONLYAND IS INTENDED 4 MECHANICAL TEM AND REQUIREMENTS ARE DESIGN-BUILD. SUBMIT PLANS AND TO SHOW FIXTURE TYPES AND LOCATIONS. ELECTRICAL DESIGN IS BY DESIGN-BUILD . 3 M ANICAL SYS Q Portland OR 57209 Www.iresaarch�te+cts.com I N I. THE GENERAL.NOTES ARE INTENDED TO CONVEY DESIGN INTENT NOT OTHERWISE STATED IN 23. DOORS SHALL OPEN FROM THE INSIDE WITHOUT 771E USE OFA KEY OR ANY SPECIAL- SPECIFICATIONS TO ARCHITECT FOR COORDINAT/ON WITH ARCHITECTS DRAWINGS,.IN CONTRACTOR/N ACCORDANCE WITH EXISTING BUILDING STANDARDS COMPLY WITH PROVIDE 17H SUBMITTAL 2 COPIES OF A COLORED F ENERGY CODE REQUIREMENTS AS REQUIRED BY CURRENT ENERGY CODES AND PROVIDE THE DRAWINGS AND SPEC/FICATIONS. THE PROJECT/N�TENTIS TO PROVIDER COMPLETE KNOWLEDGE OR EFFORT. ADDITION, CONTRACTOR SHALL OV/D W UBM AL�') OP FLOOR RG QU G ITENANT OR BUILDING IMPROVEMENT. 24NEW DOOR HARDWARE SHALL MATCH EXISTING.BUILDING STANDARD LEVER HANDLE W RKN WITH PLAN DESIGNATING WHICH AREAS ARE CONTROLLED BY EACH THERMOSTAT. MECHANICAL ENERGY CALCULATIONS REQUIRED FOR WORK OF THIS PROJECT, O . 2. ALL WORK SHALL )r CONFORM?O THE 2009 INTERNATIONAL BUILDING GODS !BC 2010 FINISH TO MATCH BUILDING STANDARD. FINISH OF HINGES AND CLOSERS TO MATCH. ALL DESIGN MUST BE APPROVED BY OWNER AND MECHANICAL ENGINEER IF EMPLOYED BY 68. SWITCHING FOR LIGHTING IS INDICATED IN THE DEW/NG FOR REFERENCE ONLYAND 1S STR W A ACCESSIBLE. ARCHITECT PRIOR TO CONSTRUCTION. INTENDED TO ONLY SHOW SWITCH LOCATIONS. REQUIREMENTS FOR DUAL SWITCHING, OREGON UCT7JRAL SPECIALTY CODE(OSSC), 2010 OREGON MECHANICAL SPECIALTY HARDWARE SHALL BE AD CCESS BLE. !Fr!EMEN'75 SHALL BE THE 44. PAY ALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES AUTOMATIC AREA SHUT OFF CONTROLS AND ALL 07 4ER CODE REQUIREMENTS CODE(GMSC), 2010 OREGON FIRE CODE, 21710 OREGON ENERGY EFFICIENCY SPECIALTY 25. CONTRACTOR SHALL VERIFY COMPATIBILITY OF HARDWARE SPECIFIED WITH BUILDING EE CODE OEESC 2008 OREGON PLUMBING SPECIALTY CODE OPSC 2008 OREGON ELECTRICAL KEYING SYSTEM. NECESSARY TO COMPLETE WORK: RESPONSIBILITY OF THE DESIGN-BUILD CONTRACTOR. PROVIDE MINIMUM OF ONE SWITCH l 1, v G s G ( ), ITI NOT INDICATED ON DRAWINGS PER ROOM UNLESS OTHERWISE INDICATED. SPECIALTY Gt)DE'{OESG}AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING 2+6 PROVIDE NEW DOORS MATCH/NG EXISTING DOORS VENEER SLICING PATTERN AND GRAIN 45. COORDINATE ITEMS REQUIRED FOR DEMOLITION '°�"1, 3645 �► AUTHORITIES. DENSITY AND FINISH. 4& COORDINATE ELECTRICAL REQUIREMENTS FOR MECHANICAL SYSTEM. 69. PROVIDE ILLUMINATED EXIT SIGNS AT REQUIRED EXIT DOORWAYS AND WHERE NECESSARY V F PAT ;Cl L. ON 3. CAREFULLY EXAM/NE THPROJECT SITE A E PR ! AND CONSTRUCTION DOCUMENTS. VERIFYALL 27. PROVIDE CLOSERS ON ALL TENANT ENTRY OR EXIT DOORS TO MATCH EXISTING BUILDING 47. DESIGN BUILD CONTRACTOR SHALL PREPARE A WRf t"TEN SCOPE OF H AC WORK YItIT�i BID. TO INDICATE THE DIRECTION OF EGRESS WHEN THE EXIT SERVES AN OCCUPANT LOAD O THIS EQUIPMENT,NUMBER OF ZONES DESCRIPTION AND QUANTITY OF FIFTY OR MORE. DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND REPORT ANY DISCREPANCIES STANDARD FINISH AND TYPE IS!S TO INCLUDE NEW EQU U , Q . TO THE ARCHITECT. 28. PROVIDE DOOR OPENINGS IN RATED WALLS COMPLYING WITH REQUIRED SMOKE CONTROL CONTROLS AND THERMOSTATS, ETC. OWNER WILL REVIEW SCOPE OF WORK PROPOSED 70. PROVIDE ILLUMINATION AT EXITS WITH LIGHT HAVING 774E INTENSITY OF NOTLESS THAN I 17E � P TL.�llli� OR P ND PAY ASS MBLY D INDICATED FIRE PROTECTION RATIN N THAN 20 MINUTES PRIOR TO ACCEPTANCE OF BID FOOT-CANDLE AT THE FLOOR LEVEL. PROVIDE EMERGENCY SYSTEM LIGHTING WHERE THE 4. OBTAIN AND AY FOR ALL.PERMITS AND FEES TO!COMPLETE,THE{+VORiG OBTAIN A E AN CG OF O LESS REQUIRED BY CODE. 48 DESIGN-BUILD CONTRACTOR TO PROVIDE CERTIFICATION THAT 0U71aoOR AIR EXISTING SYSTEM SERVES AN OCCUPANT LOAD OFA 100 OR MORE AS REQU FOR ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS. INHERE:EXISTING-DOOR OPENINGS DO NOT:COMPLY WITH PRESENT BUILDING CODE WHERE POSSIBLE FOR REQUIRED EMERGENCY 5. THE CON:FtACTOR SHALL PROVIDE AND PAY FOR DUMPSTER AND TELEPHONE. REQUIREMENTS,PROVIDE NEW DOORS, FRAMES AND HARDWARE THAT COMPLY. REQUIREMENTS OF CURRENT CODES WILL BE MET FOR EACH OCCUPANCY USE WITHIN THE MATCH EXISTING BUILDING STANDARD TE NT VE ENT AR . SYSTEMS AND INSTALL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT fi. fir COORDINATE ARCHITECTURAL WORK WITH MECHANICAL AND ELECTR/CAt DESIGN BUILD 29 ADJUST THE RESISTIVE FORCE OF ALL.NEW AND FSC/S7�'NG INTERIOR DOOR CLOSERS IN THE NA 1MPRO M EA WORKAND SUBMITALL DESIGN BUILD PUNS TO ARCHITECT FOR REVIEW PRIOR TO PROJECT AREA TO A MAXIMUM PRESSURE OF 5 LBS TO COMPLY WITH ADA REQUIREMENTS, 49, INTERIOR AND PERIMETER OFFICES SHALL NEVER BE ON THE SAME ZONE CONFERENCE NATIONAL ELECTRICAL CODE. CONSTRUCTION. ROOMS AND LUNCHROOMS CAPABLE OF SEATING(6)OR MORE SHALL ALWAYS BE ON THEIR 71. PROVIDE VISUAL AND AUDIBLE ALARM SIGNAL APPLIANCES INTEGRATED INTO THE BUILDING 7. DIMENSIONS TAKE PRECEDENCE OVER SCALE. DIMENSIONS ARE TYPICALLY TO FACE OF FINISHES OWN ZONE ALARM SYSTEM AS REQUIRED BY ADA AND CURRENT OSSSC STANDARDS PROVIDE FINISH UNLESS OTHERWISE NOTED 50, DESIGN-BUILD CONTRACTOR SHALL VERIFY THE SUITABIL17YAND CONDITION OF SCHEDULED ADDITIONAL ELECTRICAL SERVICE AS REQUIRED. COORDINATE REQUIREMENTS WITH 8. KEEP PROJECT AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS. 30. REPAIR 1 REFINISH ANY DAMAGE TO EXISTING FINISH SURFACES IN IMPROVEMENT AREA EQUIPMENT TO BE RE- USED OR RELOCATED DETERMINE ITEMS THAT NEED TO BE BUILDING OWNER ALARM LOCATIONS INDICATED ON PLANS ARE ONLY FOR REFERENCE. 9. 00 NOT DISTURB ADJACENT TENANTS WITH NOISY CONSTRUC77ON I a,JACK HAMMERING, CAUSED BY CONSTRUCTION OPERATIONS. REPAIRED OR REPLACED. PRICE THESE ITEMS SEPAR47ELYAND AS EXCEPTIONS/ 72. PROVIDE SHOP DRAWINGS FOR ALARM SYSTEM LAYOUT AS REQUIRED BY CODE. CONSULTANT: SAW CUTTING CORE DRILLING ODORS I.& SPRAY PAINTING OR ADHESIVE FROM FLOOR OR 31. PAINT EXISTING WALLS WIT74 2 COATS OF EGGSHELL FINISH PAINT UNLESS OTHERWISE CLARIFICATIONS IN BID. 73. VERIFY SERVICEABILITY AND REUSABILITY OF EXISTING ELECTRICAL EQUIPMENT,AND WALL COVERINGS), INTERRUPTION OF BUILDING SERVICES OR DEMOLITION. THESE NOTED. SUBMIT COLOR DRAW-DOWNS TO ARCHITECT AND OWNER FOR APPROVAL PRIOR TO 51. AUTOMATIC SPRINKLER SYSTEM SUPERVISION. ALL VALVES,INCLUDING THOSE IN PITS, REPAIR OR REPLACE AS NECESSARY. ACTIVITIES TO BE SCHEDULED BEFORE 88m,AFTER 5pm OR ON THE WEEKEND UNLESS APPLICATION: SHALL BE MONITORED BY UL LISTED FIRE MARSHAL APPROVED CENTRAL STATION. WATER 74. VERIFY THE CAPACITYAND REUSABILITY OF EXISTING:ELECTRICAL PANELS TO MEET COORDINATED WITH BUILDING MANAGEMENT. 32. WHERE ALL NEW PARTITIONS ABUT,JOIN OR CONNECT TO EXISTING SURFACES, WALLS, OR FLOW AND HIGHILOW PRESSURE FOR DRY PIPE SYSTEMS IF USED)SHALL BE SUPERVISED, PROJECT REQUIREMENTS 10. STORAGE OUTSIDE OF BUILDING 15 NOT ALLOWED WITHOUT AU774ORIZ4N BY NEW CONSTRUCTION, THE FINISHED SURFACE SHALL BE ALIGNED FLUSH.. AS WELL AS OTHER FEATURES DEEMED NECESSARY BY CURRENT NATIONAL FIRE 75 EX TERMINATE ALL CONDUITS IN STANDARD DUPLBOXES, UNLESS OTHERWISE INDICATED. TIO OWNER. 33. ALL NEW WALLS AND PARTITIONS SHALL HAVE TAPED JOINTS(3)COATS SANDED AND PRIMED PROTECTION ASSOCIATION STANDARDS 76, KNOWN EXISTING(E)ELECTRICAL AND PHONE/DATA OUTLETS HAVE BEEN INDICATED ON THE 11. OWNER SHALL/NOT BE RESPONSIBLE FOR TOOLS OR MATERIAL GOODS STOLEN OR (MIN. 1 COAT)TO MEET PAINT READY REQUIREMENTS. 52. PREPARE SPRINKLER SYSTEM SHOP DRAWINGS FOR COORDINA77ON WITHARCHITECTS DRAWING. ADDITIONAL EXISTING OUTLETS MAY EXISTAND SHOULD BE VERIFIED BY DAMAGED ON SITE. 34. EXISTING WALLS AND SURFACES SHALL BE STRIPPED,RESURFACED,AND PATCHED AS DRAWINGS BYARCHITECT. CONTRACTOR 12. CONTACT BUILD/NG OWNER TO COORDINATE SCHEDULED ITEMS TO BE SALVAGED FOR REQUIRED. 53, PAY ALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES 77, VERIFY WITH TENANT OR OWNER LOCATIONS OF ELECTRICAL AND VOICE VATA OUTLETS FOR RETURN TO OWNER. 35 DISPOSE OF ALL PAINT MATERIALS OFF SITE. DO NOT POUR DOWN DRAINS, CATCH BASINS, NECESSARY TO COMPLETE THE WORK SYSTEMS FURNITURE PRIOR TO INSTALLATION. 13. UPON COMPLETION OF WORK,BE RESPONSIBLE FOR RETURN TO OWNER OF ALL MASTER OR IN LANDSCAPING. 54. PROVIDE FIRE DAMPERS AS REQUIRED BY CURRENT OSSSC STANDARDS FOR NEW 78 SMOKE DETECTION DEVICES INDICATED ON THE DRAWINGS ARE FOR REFERENCE ONLY. KEY ORIGINALS OR CARD ACCESS DEVICES 36 PROVIDE A FULL GALLON OF EACH WALL COLOR WITH LABELS IN TENANT CLOSET OR UNDER CONFIGURATION OF FIRE-RATED PARTITIONS CONFIRM SPACING OF DETECTORS WMT H DEVICE US77NG. 14. WARRANTYALL PARTS, LABOR UAND MATERIAL PROVIDED UNDER 7741S SINK, LABEL ALL LEFT OVER PAINT,AND DELIVER TO OWNER WHERE DIRECTED. 55. BALANCE DESIGN-BUILD HVAC SYSTEM TO TENANT AND BUILDING OWNERS SATISFACTION. 79. CLEAN AND REPAIR EXISTING SMOKE DETECTORS TO BE REUSED TO GOOD WORKING EQUIPMENT, CONTRACT OF A PERIOD OF ONE YEAR, UPON FINAL COMPLETION OF CONTRACT. 37. TAPE AND SAND EXPOSED GYPSUM BOARD FOR A FLAT,SMOOTH SURFACE FINISH (LEVEL 5) TOUR EXISTING CONDITIONS AND CONTACT OWNER FOR QUESTIONS PRIOR TO BID, CONDITION. RM ARCHITECT FORAPPROVAL. TO MATCH EXISTING ADJACENT SURFACES IN BUILDING UNLESS OTHERWISE INDICATED 56. INSTALL TEMPORARY FILTERS ON HVAC VAV BOXES AFFECTED BY WORK OF PROJECT PRIOR 80. CLEAN NEW,EXISTING,AND RELOCATED LIGHT FIXTURES IN PROJECT AREA, OR IN AREAS 15, SUBMIT SUBSTITUT?ON REQUESTS ON CSI FO TO , ARCHITECTS DECISION IS FINAL WHETHER A PROPOSED PRODUCT IS ACCEPTABLE FOR 38. PROVIDE FINISH MATERIALS MATCHING ESTABLISHED BUILDING STANDARD QUALITY, UNLESS TO CONSTRUCTION. REMOVE FILTERS AT COMPLETION OF 774E PROJECT. AFFECTED BY WORK OF THIS PROJECT,AT COMPLE77ON OF JOB. RELAMP AND REPLACE C SUBSTITUTION. OTHERWISE INDICATED PROVIDE COLORS APPROVED BY 014WER AND ARCHITECT. 57. COORDINATE ZONE CONTROL OF EXISTING HVAC SYSTEM AT IMPROVEMENT AREA. BALLAST IN LIGHT FIXTURES AS REQUIRED TO RESTORE TO WORKING ORDER. APPLICATION OF MATERIALS TO SURFACES EXISTING OR PROVIDED UNDER THIS CO C 16 N7RA T 39 CONTRACTOR TO FILL AND PATCH EXISTING CONCRETE SLABS AND SHALL PROVIDE,SMOOTH SEPARATE AND REROUTE EXISTING DUCTWORK AND CONTROLS REQUIRED TO PROVIDE 81. CLEAN AND REPAIR EXISTING EXIT SIGNS TO BE REUSED. REPLACE BATTERYANDIOR. - IMPLIES ACCEPTANCE AND SUITABILITY OF EXISTING CONDITIONS. UNIFORM SURFACE PRIOR TO NEW FLOOR COVERINGS TO BE INSTALLED. INDEPENDENT OPERATION BY TENANTS ON EACH SIDE OF A DEMISING WALL. BALLAST IF NOT IN GOOD WORKING CONDITION 17. ALL WOR INDICATED ON DRAWINGS SHOULD BE CONSIDERED NEW UNLESS IDENTIFIED AS 58. CLEAN ALL NEW AND EXISTING HVAC GRILLS AND DIFFUSERS SCHEDULED TO REMAIN, ALL 82. COORDINATE TELECOMMUNICATIONS AND MODIFICATION TO BUILDING ALARM SYSTEM K IND EXISTING TO REMAIN OR TO BE REUSED. SPECIALTIES DUCTWORK BEHIND GRILLS SHALL BEA UNIFORM DARK COLOR PROVIDED BY TENANT. VERIFY WITH TENANT LOCATION OF NEW OUTLETS PRIOR TO 18 ALL MAT tRIALS AND PRODUCTS USED ON THE JOB SITE SHALL BE'"ENVIRONMENTALLY SAW, 59. DESIGN-BUILD CONTRACTOR AT COMPLETION SHALL PREPARE AND SUBMIT AN AIR INSTALLATION. LOW ODOR,AND NONFLAMMABLE. USE OF ANY PRODUCT NOT COMPLYING WITH THIS 40. FIRE EXTINGUISHER REQUIREMENTS. SURVEY EXISTING CONDITIONS OF ENTIREFLOOR BALANCING REPORT TO THE OWIVER 83. REMOVE ALL UNUSED OR ABANDONED ELECTRICAL WIRING,EQUIPMENT,AND PHONE AND CRITERIA MUST BE APPROVED BY THE BUILDING OWNER THAT PROJECT OCCURS,AND PROVIDE NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER 60.. HVAC CONTRACTOR TO PROVIDE 100%FRESH AIR SUPPLIED TO ENTIRE TENANT SPACE DATA CABLING. CONFIRM WITH OWNER PRIOR TO REMOVAL.ALL WIRING AND CABLING TO 19. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE OR CLEANING THROUGHOUT WITH RATING OF NOT LESS THAN 2A 10EVC FOR EACH 1,500 S.F.OF FLOORAREA OR FRACTION THREE CALENDAR DAYS PRIOR TO THE FIRST DAY AFTER SUBSTANTIAL COMPLETION. REMAIN SHALL BE SUSPENDED FROM STRUCTURE AS REQUIRED BY CURRENT CODE: STRUCTURE DEEMED TO BE A RESULT OF HIS/HER WORK THOROUGHLY CLEAN PREMISES THEREOF. T R4VEL DISTANCE TO AN EXTINGUISHER FROM ANY PORTION OF THE BUILDING PROVIDE 100%FRESH AIR WITHOUT MAKING OTHER TENANTS UNCOMFORTABLE UPON COMPLETION OF WORD INCLUDING WASHING OF WINDOWS,SO THAT BUILDING IS SHALL NOT EXCEED 75 FEET. PROVIDE FIRE EXTINGUISHER IN ACCORDANCE WITH CURRENT SCHEDULING OF FIRE SPRINKLER AND ALARM SYSTEMS READY FOR OCCUPANCY BY TENANT. INCLUDE CLEANING OF ADJACENT AREAS WITHIN AND CODES. PROVIDE NEW FIRE EXTINGUISHER AT ALL EXISTING CABINETS WHERE MISSING. ALL ELECTRICAL-DESIGN BUILD AROUND THE:BUILDING THAT ARE NOT PART OF TENANT IMPROVEMENTS,BUT WERE REUSED EXISTING FIRE EXTINGUISHERS ARE TO BE INSPECTED ANDVOR RECHARGED,AS 84. CONTACT BUILDING OWNER FOR INSTRUC77ONS WHEN SCHEDULING WORK ON FIRE AFFECTED BY TENANT IMPROVEMENT CONSTRUCTION OPERATIONS. NECESSARY,JUST PRIOR TO SUBSTANTIAL COMPLETION. 61, ELECTRICAL SYSTEM AND REQUIREMENTS ARE DESIGN-BUILD. SUBMIT ELECTRICAL DESIGN - SPRINKLER&ALARM SYSTEMS 20. CONTRACTOR TO PROVIDE MECHANICAL AND ELECTRICAL AS-BUILT DRAWINGS, ALL TO ARCH17ECTFOR COORDINATION WITH ARCHITECTS DRAWINGS PRIOR TO WARRANTIES AND OPERATING MANUALS TO BUILDING OWNER WITHIN TWO WEEKS OF FURNISHINGS CONSTRUCTION END OF GENERAL NOTES COMPLETION OF WORK. CONTRACTOR ALSO IS TO PROVIDE FINAL CERTIFICATE OF 62. IF AN OVERRIDE SYSTEM EXISTS, PROVIDE EACH TENANT SPACE WITH AN OVERRIDE SWfTCH OCCUPANCY. NO RETAINAGE SHALL BE RELEASED UNTIL OWNER HAS RECEIVED THESE 41. INSTALL BUILDING STANDARD W!NDOWCOVERINGS AT ALL PERIMETER WINDOWS IN FOR FULL-SERVICE BUILDINGS ITEMS, IMPROVEME:NTAREA UNLESS OTHERWISE NOTED. 63. PAYALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES 21. NOT USED. 42. FURNITURE INDICATED ON PLANS IS FOR REFERENCE ONLYAND SHALL BE CONSIDEREDNOT NECESSARY TO COMPLETE WORK 22. ALL DEMOLITION WORK TO CONFORM TO CURRENT OSHA STANDARDS PROVIDE ADEQUATE IN CONTRACT. 64. COORDINATE ITEMS REQUIRED FOR DEMOLITION NOT INDICATED ON DRAWINGS. O G►E14lOU BRAC/NG ON EXISTING GELLING FRAMING SYSTEM PRIOR T TIC ON 65. ORDINATE ELECTRICAL REQUIREMENTS FOR MECHANICAL SYSTEMS. PROJECT NUMBER. 2112078 O 66. DESIGN-BUILD CONTRACTOR SHALL PREPARE A WRITTEN SCOPE OF ELECTRICAL WORK TO MECHANICAL- GN BUILD PERFORMED TO THE OWNER WITH BID. k DES/ U BE Oregon State Bar Renovations Fanno C 1 �� Place - Building A 16037 SW Upper Boones Ferry Road and Floor Tigard, O► g , on 97224 ACCEMM WNAGE-INSTALL ON WALL ADJACENT TO THE LATCH SIDE OF 4" DOOR OR NEAREST ADJACENT WALL, MOUNT SIGN SUCH THAT PERSONS APPROACHING WITHIN 3"OF SUCH SIGNAGE WILL NOT ENCOUNTER PROTRUDING OBJECTS OR BE STANDING WITHIN THE SWING OF THE DOOR. SEE ADJACENT CHART FIRE ALARM E VISIBLE SYMBOLS EACH �-----GYP.BD.CONTROL SIGNALISTROB ANNUNCIATOR PANEL FIRE.ALARM SIGNU�LISTROBE � JOINT AT OPENINCa FIRE EXTINGUISHER SIGN LIGHT SWITCH FOR(3)GANG OR MIN.2112 HIGH .CORNER � TEMPERATURE SENSOR MOUNTED PHONE WALL MOUNTED FIRE EMERGENCY 4 GANG BOX, ALIGN LEFT EDGE ,BUTTON EXIT SIGN--�-�--~''�"""`� GUARD RECESSED FIRE �, MANUAL PULL EXTINGUISHER EXTINGUISHER CABINET POWER OFF WITH BOXES ABOVE TYPICAL DOOR CRASH ELECTRICAL OUTLET STATION PUSH BUTTON E INTERCOM -"` ----�-� TACTILE SIGNAGE _...�- .�.._ OPENING RAIU �..: TELEPHONE THERMOSTAT OUTLET STATION B ELECTRICAL � *- OUTLET BASE OF HOUSE PHONE < AT CASEWORK _�... .�._._ SHEET TITLE: � CHARACTER _ ir - _ , _ , _ General Notes & U U , i - ... � ` /I"S OF PROTRUIII`NC3 OBJECTS UN amm ,,,., w- ►- �� � � °� r. °� � � ,r °� � CARD. � Standard Mountle" 9 + READER EXCEPTIONS. t WWWA J 1% " 1. HANDRAILS MAY PR07MM 41/2"MAX mel r eights +► 8 mm' 2. C►OOR CtOSERS AN4D S1OFS 6 1^'" SHALL BE PERMITTED TO BE TS'MIN IMISCELLANEC►t/S WAtL MC►IIIVTINGS TYPICAL At a00R 11TRO�M INTERIOR TYPICAL AT ELEVArw TYPICAL AT DOOR AT C��R t ABOVE'FLOOR DRAWN BY: DRM ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS DATE ISSUED: 09.15,11 1. ALL DIMENSIONS INDICATED ON THIS SHEET ARE CLEAR MINK 01111 TO'FACE OF F NISH. 4, CONFORMANCE TO FIXTURE MOUNTING HEIGHT REQUIREMENTS ARE APPLICABLE IN ANY SPACE SERVING MORE THAN ONE EMPLOYEE, MULTIPLE EMPLOYEE COMMON SPACES,AND SPACES 2, ALL ITEMS INDICATED BELOW MAY NOT, OCCUR ON THIS PROJECT.SEE PROJECT PLANS AND ACCESSIBLE TO THE PUBLIC.,AS THEY OCCUR PER PROJECT. ELEVATIONS FOR ITEMS THAT OCCUR, S. VERIFY ACCESSORY SIZE WITH MANUFACTURER TO ENSURE.CONFORMANCE WITH REQUIRED �. 3. SEE.ARCHITECTURAL PLANS FOR ACCESSIBILITY ANI'?/OR ADAPTABILITYCONFORMANCE IN THE MOUNTING HEIGHTS, 0 HORIZONTAL PLAN LAYOUT, 6. PROVIDE CODE4,%OMPLIANT BLOCKING WITHIN WALLS AS REQUIRED FOR MOUNTING FIXTURES. BLOCKING IS REQUIRED FROM STUD SPACE.TO BACK OF SURFACE OF ALL FIXTURES. NT�'NG HEIGHTS D IOU AR S �A D SCALE. 1J4"-4`0- SHEET.- 0901 ` "" SHEET: PERMIT SET � �� AO on 11 .,- t n,.w+ w,a i H,r.*n^AMxn�ry+,wNSN•wY,1N,t.e!w W, ,.... ... .....,... ..........,..:... .. .. .., ..,"..-,x,.M.,.,wt....,,.+u :.u,.♦,„...... :r,..v-... ..,.....,,x -...e+. .n......,x r _ r ...r--a e - .. ._ .... .. ,,. .. h.. s..wr+xrn-n+,at,._+,F ......,w. ........ ...,.,.+. .,...♦. +n.. .....s ,.r ..t. ,. : z t , - + r v, r 4 r: rx A100 1 '00ft ®r ..- SUSPENDEDCEILINGS GENERAL NOTES - OREGON STATEW IDE , , CEILINGS, OPTIONAL E T S PART I. SUSPENDED CEILINGS FOR NEW CONSTRUCTION 12,The vertical strut maybe EMT conduit,metal-studs or a proprietary compression post.(see table below) PART M. UPGRADING OF EXISTING A f�', C H 1 T � Referenced Sources Per HlerarChy Maximum recommended lengths for vertical starts: EQUIVALENCY 720 NW` Davis 503.221,1121 It I. OSSC 2010 O Structural•S Code basded on 2009 IBC International Buil! Code { � roman i'>edalty ( � ) �l ) EMT conduit Max.Length Com amxre-p#rrancsy with local Jurisdiction. Suite 3tf0 503 221.2077 D along with State Code Interpretation for Section 1613.1$ASCE 7.05 Section 13.56,effective duly 1,2010. " " 2.American-Sade of T Materials. AST81 C AS7i/C+838 112 EMT conduit 5-1 d � Portland OR 97209 vwvw.lr,iearchit+acts.cam �r'g ( o ) 3140 EMT conduit 7'-8" A.Ceilings without Seismic Bracing. 3,American Society of Civil Sym Construction Association.Engineers{ASCE 7 4M. 1"EMT conduit � 91-90 Where axis ocelli are without seismic bracing,the ceiling system shall be brought into substantial compliance with current4.Ceilings and Interior (C15CA) 5.Northwest Wall and Ceiling Bureau,Suspension Systems for Acoustical Lay in Ceilings-Technical Bulletin 401-Revised 4107. code requirements(including compression struts at the center of the splayed wire,attachment.of slack wires form light fixtures Metas Max.Larigtt► and air terminals to the structure,etc.)rrarheri a substantial amount(50%or more)of the ceiling tits is removed,altered or (NWCB TMI) Single 158"metal stud(20 gage) 12'-0" repaired as part of a general space alteration,or if all the ceiling is removed for washing,painting or replacement,this Back-to-back 156"metal stud(20 gage) 15'-0" requirement does not trigger the need for a closure angle. These upgrades are not required when: A.General Compliance with the lBC Single 21/20 metal stud(20 gage) 13'-6" 1,Removing pixtians of tiles or panels and/or grid to anter ductwork,sprinkler pipe,etc. 1.Code and Standwds Options: Back-to-back 21/2"metal stud(25 gage) 15-0 2,Lateral bracing andfixture attachment will not be required when portions of a ceiling are removed only to facilitate the �'�. 3645 a,Ceiling systems designed far appropriate tames,or installation of sprinkler piping. I b.Prescriptive construction for suspended ceiling systems is on allowed in buildings with a seismic importance factor of 1.0,In iY � p� Note:plenum arses greater than 15'-8"'require engineering calculations. ��1 . NIXON occupancy categories I and 11,per Chapter 16 of the IBC,and as provided below: S.Collings without Compresslan Struts. q 1)in Seismic Design Category C,construction in accordance with Oregon standard for seismic zones 0-2• , C Wall.Moldings(See details Z, �and 9 On sheet A10Z� where existing chili have seismic bract but do not have compression splayed 2)In Seismic Design Categories D through F,construction in accordance with CISCA standard for seismic zones 3 and 4with � ng p struts at the center of the s a wires,.the addition p ANi�,OR modifications as noted in ASCE 7.05 standard,The following shall be applicable in addition to the requirements contained in 1. Wall moldings(perimeter closure angles)are required to have a horizontal flange 2 inches wide.One end of the ceiling grid of compression struts will.only be requited-when and whom the grid Is replaced,altered,raised or lowered. shall be attached.to the wall molding,the other and shall have a 314 inch clearance from the wall and free to slide.(Source: CISCA standards: ASCE 7-05 section 13.5.6.2,2 item b) The diagrams included with this guide aro Intended to help clarify for the user some of to requirements specified in the guide. f [ a Ceilings with interstitial less than 12 inches to framing are not required to have lateral force bracing,and �✓� ) � $ � � �, These diagrams are not di�e�gri or aartstruction documents and are intended only to illustrate some of the technical aspects of b)"Shot4n-enchoW when used as part of the pracriptnre path in Seismic Design Categories D.E,S F shell have an ICC-Eu 2. Where substantiatingdocumentation has been provided to the local jurisdiction,perimeter clips may be used to satisfy the the guide, approval for seismic applications and overhead installations and shag require"special inspection"irrespix ve of the type of"occupancy catfgay"the structure is in. requirements for the 24nch closure angle.(see details 3 and 9 on sheet A102) ! 3. The grid shall be attached at two adjacent walls(pop rivets or approved method).Soffits extending to a point at least level with 2.Nor se wait s Ceiling Bunaw Technical Bulletin 401 (NWCB T8 401)»(SEE PART IQ. 3. bottom plane of the grid and independently supported and laterally braced to the structure above are deemed to be PART IV. GLOSSARY OF TERMINOLOGY FOR THIS DOCUMENT CONsuLTANTT. in structures classified as occupancy category I or 11,suspended ceilings installed In accordance with the prescriptive provisions of equivalent to walls . � � (REGIONAL TERMINOLOGY MAY VARY) NWCB TS 401 are interpreted to comply with the IBC requirements.Part 11 of this document represents the majority of the NWCB TB 4p1. 4. There shall be a minimum 3/4 inch clearance from the end of the grid system at un-attached walls.(Source.*ASCE 7-05 NWCB TS 401 contains information compiled together from different applicable documents such as ASCE Standard 7-05,IBC 20061 section 13.5 5,2.2 item b) CLOSURE ANGLER MOLDING A metal angle or channelfastened to the perimeter wall or partition to support the perimeter ends of an acoustical oaaging ASTM Standard C635 and CISCA.it is available at the following Internet address. D Spreader Bars(See detail 6!Al Q2) grid.http;lirirww,rrwcb.orot CROSS TEES 1. Spreader(spacer)bars shall be used to prevent the ends of the main beams and cross tees at perimeter walls from spreading The following ahsil be applic0b in addition to the requirwnents con talrod In NWCB T8401: open during a seismic event.Perimeter wires shall not be in lieu of spreader bars.(Source:CISCA seismic zones 3-4) The cross member that interlock with the main beams,also known as crass runners or cross.?bars. DIFFUSER Lateral force bracing Is required for ciellings over 1000 square fleet. a. rectangular metal grill used for the passage of air from a ducted system. b."Shot-in-anchors"when used as part of the prescriptive path in Seismic Design Categories D,E,8 F shall have an ICC-E$ 2. Spreader bars are not required at perimeters where runners are attached dlnac:Ny to closure angles. A circular or ESSENTIAL SERVICE BUILDINGS approval for seismic application and overfiead installations and shall require"special insp "irrespective of the type of Any building designed to be used by public agencies as a fire station,police station,emergency operations center,State *occupancy category"the structure is In, 3. Wire tying is an acceptable aitemativa to spreader bars. Pew office,sheriffs office,or emergency communication dispatch center* 3.Shake T"'Testing and Qual11111Madon by Expsrlancai Under ew Adoption of the 2006 IBC. 4. Spreader bars are not required if a 90 degree intersecting cross or main is within 8 inches of the perimeter wall. GRID Tfm main beams and cross tees of the suspension sri a.Ef lective under the adoption of the 2006 IBC,the fallowing two additional options will be available based upon ASCE 7-05 Sections 13,2.5 and 13:2.6: 5, Where substantiating documentation has been provided to the local jurisdiction,perimeter clips may be used to satisfy the i+iA 10 or WiRE 10 or 12 gage soft annealed wire used as primary support for the grid system. Also.called suspension wires. requirements for spreader bars, LATERAL FARCE BRACING 1)Shake table testing of components and their supports,to determine their seismic capacities,In accordance with ICC A 13. .5 S -05).or The bracing method.used.to prevent ceiling uplift or restrict lateral movement during a seismic event. Lateral force bracing Acceptance criteria 156.(Suction .2 of the ASCE 7consists of vertical struts and splay wires. 2)Seismic qualification by experience data based on na&mally recognized procedure.(Section 13.2.5 of ft.ASCE 7-051, E. Hanger SusRnsion)Wires(See details 115 and I 1 on sheet Al MAiN BEAM 1.Hanger and meter wires must be plumb within 1 in 6 unless see detail 51 A102 counter sloping wires are provided..(See The ma suspension member supported by hanger wires,also known as the main runner,carrying tee,carrying runner or 4. Suspended coiling systems in structures classified as Occupancy Category Ili and IV,shall be required to be"Englneered Design" � 02 ( ) primary p� p as designed and cer#ifled by an Architect or Engineer in the state where the project occurs,and shag be required to have periodic detain/A102)(Source:ASTM C 636 section 2.1,4) mains. PERIMETER VORES special inspection of the anchorage to the structure in Seismic Design Categories D,E,and F,in accordance with the provisions of 2.Hanger wires shall be 1.2 gage and spaced 4 feet on center or 10 gage spaced 5 fleet on center.(Source:ASTM C 636) Hanger wires placed.within eight Inches of the surrounding wails. the current effective edition of the IBC adopted by the AHJ, PLENUM 3.Any connection device at the supporting construction shall be capable of carrying not less than 100 pounds.(Source: The space above a suspended ceiling. 5, See PART ill 1br optional equivalency for upgrading existing suspended ceiling systems.Pert Ili may be allowed with the approval of CISCA zones 3-4) SLACK WIRE ' the Authority Having Jurisdiction. A 12 gage wire that is not tight or taut. 4.Powder driven shot4n-anchors are an approved,method of attachment for hanger wires. SPREADER OR SPACER BAR A bar with notches to prevent the suspension system from separating,also called a stabilizer bar. 5.Terminal ends of each main beam and cross tee must be supported within 8 inches of each wall with a perimeter wire SPLAY tNIRE$ (see details 1,2 and 6 on sheet A102).(Source:CISCA zones 3-4) Wires installed at an angle rather than perpendicular to the grid. VERTICAL STRUTS PART It. HiNCB 401 6,Wires shall not attach to or bend around Interfering material or equipment.A trapeze or equivalent device shall be The rigid vertical member used In lateral force bracing of the suspension system. Also known as compression posts, used where:obstructions preclude direct suspension.Trapezesuspensions shall be a minimum of back-to-back 11/4 seismic pods,seismic struts.. Common materials are electrical conduit(EMT),metal studs or,proprietary products. The NWCB 401 provides the IBC referenced standards for the installation of suspension systems for acoustical lay-in ceilings. Inch c o*rolled channels for spans exceeding 48 inches.(Source:CISCA zones 3-4) In<xorpareation of this document will provide a more uniform standard for inatetlatioi and inspection.NWCB 401 is designed to PROJECT NUMBER: 211207a accomplish the intent of the International Building Cade IBC with regard to the requirements for seismic design category D,E and F.Electrical Fixtures(Soo detalis 8 and 13 an shoot Al F for ceilings and related iterns:Unlaes ( ) ,the suspension shag be installed the 1, Light fl*ms weighing leas than 10 pounds shag have one 12 gage hanger wire connected from the lhcture to the structure .a�ueaperded � eaN�po'��►enl�m s�usRer"! system per requirements for Seismic Design Category(SDC)D,E and F per the IBC.Manufacturers recommendations should be followed. above.This wire may be slack.(Sour:CISCA seismic tortes 3-4) Oregon State Bar 2. Light oxturrle weighing more than 10 pounds and less than 56 Its.shag have two 12 gage wires attached at opposing A.General Recommendaatlons 1, P corners of a fight fixture to then structure above.These wires may be slack.(Source:CISCA seismic zones 3-4) Renovations Partitions that are tied to the codling and all partitions gresler than 6 feet In height shalt be laterally braced to the structure. Bracing shall be trrdeaioeridernt of the coiling splay bmf system.For tether inftmeaaon on bream of non-load bearing 3. Light fixtures weighing more than 58 lbs.shag be supporlisd directly from the structure above.These who must be taut. parflflomu,niter b NWCB technical docunnent=I.OSCE 7-00 lira 1&&&1. (Source:CISCA seirilc zorw 3-4) a 9 wire or an roved alternate Fanno Crook Place 3. Main!lsanys 4. Pendant mounted fixtures snail be dirrectiy supported from the structure above using gape app without using the cell s for direct support. Soume.CISCA aelamlc zorrsu�3-4) All irisin beams aro to be Heavy Duty(MD),(ASCE 7-05 item 13.5.6.2.Ze) support n� lag sraa�eustion system pport ( BUIlding/4 5, Tandem fixtures may utilize common wires. 1 7 SW U ,��t _ 3, Dslls�tlon Lhrrits ��3 ��r Boone All crosei tees shell be capable of carrying the design load without exceeding diellecdon equal to I=of its span,(CISCA zor,►8�a 3 ) G. Mechanical Services 1�81'�'y Road 1, Terminals or services weighing 20 lbs.but not more than 56 Ibs.must have two 12 gage wires connecting them to the ceiliing 31d Floor 4. Welgli LknotrMons system harigets or the structure above.These wires maybe slack.(Socace:CISCA sersrnic zones 3-4) ..Tres recornnnerndetionsare intended for suspended dings rncicxllrg grid,peirrei or fie,light lbxturos and air tiym'nrinals Tigard, OrWon 97224 waigi ft no more than 4 Ibs.per square foot.(ASCE 7-45 Item 11&0.1) 2. Terminals or services weighing more than 56 lbs.must be independently wires supported directly from the structure above.These wires must be taut.(Source:CISCA seismic zones 3.4) 3. Wirt Tess All wire ties we to be three tight turns around Itself within throe inches.Twelve gage hanger wird spaced 4 foot on center(sexy H.Seismic Separation Joints, debil 4 detail 1 I AI02).(ASTM C&"Barri 2. Ba3.4) 1. For ceiling area exceeding 2,500 square 16ef,a seismic separation joint or full height wall pedlikin them breaks the ceding shag be provided unless anehrsas are performed of the(*grip bracing system,closure angles and to provide 6, Ceiling Plans Changessull�cient deearance.(Bourne:ASCE?-05 item 13,56.2.2 d) Changes in+e'arg planes require positive bracing.(ASCE 7-05 siecom 13,5.6.2«2.Nem Ij 2. The layout and location of the:seismic aeperaadw joint shell be per the designer of retard and rioted on the pians.M a seismic separation joint is required by the designer,the designer may use the generic joint detailed in this document or a B. Laiteral Force Biaxin See detail I 1 A102 and maximum recolrnmended lengths for propriatery joint,The amount of free movement(gap design)shall be a minimum of 314 inch. Vortical Stnft#oble) 3. in lieu of seismic separation joints,the ceiling may be divided into areas less than 2,500 square feet by the use of partitions 1. Callings oonstncted of loth and plaster or gypsum board,screw or nag attached to suspended members that support a ceiling or soffits as described below; on one level extending from well to wall shag be exempt from the lateral force bracing requirements.(Source.CiSCA zones a.Pam 3-4) Where useid,partitions shall extend a minimum of 6 inches above the bevel of the plane of the grid and shall be 2. Lateral,force bracing Is the use of vertical struts(compression posts)and splay wires.(See detail 11A 104 b.iSdft ntlY to the above. ` Soffits shall extend to a point at least Bevel with the:bottom plane of the grid and shall be independently supported and SHEET TITLE: 3, Lateral force bracing Is required for ceilings over 1;000uare feet and not sq required for railings less than 144 square feet laterally braced to the structure above.(Detail 1101 A102) provided they are surrounded by four walls and braced to structure. SuspendedCeffina 4. Other than partitions and soffits,seismic joints may not be used as part of a fire rated ceiling assembly unless substantiating MW 4. lateral force bracing shall be 12 feet on center(maximum)and begin no farther than 6 feet from wails.(Source:CISCA documentation Is provided. and Light �- seismic zoites 3-4) w„ 1 Sprinklers Installationt�►ide 5, Seismic splay wires are to be four 12 gage wirre►s aliteched to the mein beam.Wires are arrayed.�°tram eiach otherand at Din �- ize ri sleeveor sea er thh the angle not exceed#ng 45"from the plane of the coiling.(Source:CISCA seismic zones 3-4) 1. For ceilings~rigid bracing,sprinkler head penetrations shall have a 2 inch overs ng, Pt ding file to allow free movement of at least 1 inch In all horizontal directions.Flexible head design that can accommodate 1 6 Selsmic splay wires shall be attached to the grid and to the structure in such a manner that they can support a design load of inch free movement shall be permitted as an alternate.(Source:ASCE 7-0513,5,6.2 Z Nam e) :-' not less than 200 pounds or the actual design load,with a safety factor of 2,whkmewer Is greater(see detail 121 A102). (Source:CISCA zorrema 3-4) DRAWN BY: DRM '7. "Powder driven shat-in-wndvW when used for seismic application as part of the prescriptive path in Seismic Design Categories D,E and F shall have an ICC-ES approval for seismic applications and shag require*special I� DATE ISSUED. 09»15,11 iffespeclive of the type of occupancy category,the st ucture is in.Anchors for kicker wheys(splayed wires Installed for purposes other than seismic restraint)am exempt from this requ lmment. 81 Splay wires are to be within 2 inches:of the connection of the vertical stmt to suspended calling.(Source.CISCA seismic zones 3-4) r 9. Rigid bradrig may be used in lieu of splay wires,(Soulme.ASCE 7-05 sec tbo 13.5.6.2,2) r i 1d3.Ceilings with required alis plenums lase than 12 inches to structure ere not trod 1Q have Is"forte telexing. 11.Verticaal struts must be positively attached to the suspension systems and the structure above,,(Source:CISCA$4) SI~LEET: L"IN011000kfteaxfI PERMIT SET 09a 15a 11 A 101a q i f _ , i 44 ARCH I T E C T 720 NW Davis 503.221,1121 It Suite 300 503 221.2077 D Portland OR 97209 www.I=rchitects.cam MIN.45 MIN.45° I tl 12 GAGE SPLAYED BRACE 3" Q 3645 WIRES �• � USED oi- 3 MIN.450 T �'CI . NIXON OT 3" MIN.45 RTLANDj 0 �. ",/n 3 MAX.TYP. �► � � UF � , Y CONSULTANT. '. LATERAL FORCE BRACING 3. ATTACHED tl11�'ALL MOLDING ALTE'R'NATE SCALE: NTS SCALE: 3"=1'I SEPARATE SUPPORT PIPES, 12'-0"OC EACH WAY ONDUITS ETC,SECURE ALL HANGERS TO BUILDING #12 WIRE 0 4'-0"OC #12 WIRE Q 4'-0"OC STRUCTURE,TRAPEZE 2"WALL MOLDING V-0"MAX OR#40 WIRE a 5'-0"OC 1,011#10 WIRE @ 5'-0"OC OUND DUCTS AND OTHER LARGE DESTRUCTIONS. SCREW 8"MAX BUILDING STRUCTURE -WALL-/ t9 90° 00 .� SECURE ALL HANGERS TO STRUCTURE. '04 LATERAL BRACING Q 1Z4r BUILDINGS PROJECT NUMBER: 211207a TRAPEZE AROUND DUCTS O.C.EACH WAY,MAIN 00000 AND OTHER LARGE s+ RUNNER TO STRUCTURE. OBSTRUCTIONS. BEGIN BRACING WITHIN V4r OF PERIMETER AND 2"FROM Oreaon SBar. N CROSS MEMBER COUNTERSLOPE HANGERS IF °• SPREADER BAR Renovations ADDITIONAL HANGERS AT ALL MORE THAN I S OUT OF OR OTHER SUITABLE SYSTEM FLEX HEAD SPRINKLER MEMBERS WITHIN r OF PLUMB • REQUIRED TO KEEP PERIMETER WITH SUPPORT .I". {• . PERRAETER COMPONENTS COMPRESSION STRUT �\ EXPOSED TEE GRID SYSTEM WIRE.a 1.8 SLOPE AT 12'-i 'OC EACH WAY MIN.AT , FROM SPREADING APART MIN. , Fanno Cheek Place UNATTACHED SPREADER BAR BETWEEN WALLS ` .._... . .... .. B�rl/dln�A ALL MEMBERS AT ATTACHED .. ....... .. . ..._ SIDE ...,�."LI. �.�. .. 16037 SW Upper Boones B YSECTIONUNATTACHEDT. ALTERNATE SPRINKLER PENETRATION SECTION Fe Road SEISMIC` CEILING ASSEIVI L �. BALL 31d Floor SCALE, NTS SCALE: T=1'-0" SCALE. NTS Tl and' O on 9722 g SLACK WIRES PROVIDE SUPPORT FROM HANGER WIRES 3 STRUCTURE A102 SLACK WIRES ATTACHED BUILDING STRUCTURE ` •., HANGER WIRES 3 fi t......_.�.....r...._CEILING CLIP ,` , •w LIGHT FIXTURE �O2 3 TURNS ,�•� w w VERTICAL HANGER WIRE SHEET TITLE: t40T 11 VERTICAL HANGER W'IR'E ATTACHMENT '- SFD was SuspendedCemng SCALE: T=1'-4" �••� Details N. PROVIDE SUPPORT FROM ..,�, STRUCTURE UNATTACHED 45'DEG ,BUILDING STRUCTURE: `••,, 4 5 DRAWN BY: DRIW •A102 STEEL STRAP 1"IMIDE x 2" DATE ISSUED: 09.15,11 LONG x 12 GAGE MINIMUM ' 3 TURNS SPLAYED SEISMIC WIRE BRACING PBRACING WIRE AT STACHMET'�'PI CAL C`EILl'N+ GRt`D� ��ClT PLAN' �. . � �.�Y'E� �SE1'' Ml+� _ _ FiXTURE9r 'I3. SCALE: NTS SCALE« 3" I SCALE: 314"=1*-0 SHEET: LRSA�um a 2011 PERMIT' SET 09.15m,11 " n' a i ,+ • ,,._. ,,f. '. it --., ., ... :, .:-.... ..... ...=.,m.c.s.l.saw..'w' ,ui..w '. .gx...n;',d r . :r ,,y {{�py7 ^.9.+2•'.% _ N N N N IN A R C H I T E C # N N N 720 NW Davis 503.221.11219 ADMlSS1011lS OFFICE Suite 300 503 221.2077 D xv 6 ADMISSIONS Portland OR 97209 www.irsarchitects.com , r OPEN OFFICE u. 30T Z9 N3 FIN. IN N N PP ♦ i r 1 gTR3C18 N IN 4 N N +4 12 �-` REFERRAL N 3645 t CLE PUBS. � ,B 4 �i i OPEN OFFICE OFFICE i a'-_ c 14"�" P C1A L. NIXON 310 N • sN N � CLE PUBS, os ZE310 OPEN hFFlCE ��� ADMI� N V LAND,OR xv os E311 10 FICE N IN30 N8,NAr s--u N REFERRAL CLE PUBS, N OFFICEE T- OFFICE 311 +4 N N ? I oS `-✓ N 79 7 / N A CONSULTANT: 'ADMISSIONS t� ENTRY � � - CLEPUBS CLEPUBS. 19 OFFICE LIBRARY A t�#b �ff'UBLJ6\` REFERRAL �. . ENTRY ENTRY N REFERRAL J_LIL8 r} as E312 car 5 ti 4 cpr-w N N r: HRKAR1. 101 — t? i N N T �._ -, N N 4 1J�� tL `— IDS E313 Vil CLE PUBS, E317 5 11 �• .� •E 11'-0" �-=� (D I OFFICE ENTRY f 313 317 CLE PUBS. OPEN OFFICE r # i E os E315 CLE PUBS OFFICE 315 F TT1 10 ' OPEN O F CE 316 <D ;Or F w 1- r---�---_-1 r--------1 � N N PROJECT NUMBER: -�---� r—~-� r—�-- - r 2112DT8 Oregon torte liar Renovation. 1. DEMOLITION PLAN "� 2. FLOOR PLAN SCALE; 1/8"_1'-O)" SCALE: MOO= 1'-0" Fan no Cr�e�ek Place Building A r g N TEGENERALKE�`NOTEDELI rl D PLAN GENERALNOTES KEYNOTES�►TE" NOTES► �11�0►3r SW Upper 13+c�ne V MATCH F T T Al FOR COMPLETE LIST OF GENERAL NOTES, TO MATCH ADJACENT SURFACES. PROVIDE BASE TO Fe Road I. REFER T F A COMPLETE LIST OF GENERAL NATES, 1 PROVIDE OPENING FOR NEW BUILDING STANDARD 3-0"x T-0"DQCIR. 1 REFER Q SHEET 00 COM LE INFILL WALL / 0 SHEET A100 OR0 .EXISTING,. Mrd`Floor PROVIDE OPENING FOR NEW BUILDING ST�I►ItIt�ARD 3'-t�"x T-0"DOOR AND RELITE 2. DIMENSIONS ARE TO FACE OF WALL UNLESS OTHERWISE NOTED, 2. PROTECT ALL ADJACENT AREAS DURING DEMOLITION S FROM DUST AND TRASH INTRUSION. 2 D BOOKCASES AND WORKSURFAGE MODIFY AS NEEDED - COMBO. ADVISE ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROVIDE RELOCATE Tigard O ort �i722 CONSTRUCTION. FOR NIEW LOCATION. PROVIDE FINISH TO MATCH EXISTING AT ANY UNFINISHED AND SALVAGE Ata.EXISTING BOOKCASES AND BUILT-IN EXPOSED SURFACE. 3 REMOVE ,, OUTLETS WORKSTATIONS IN THIS ROOM. PATCH WALLS AND PREPARE FOR PAINT, 3. ALL ELECTRICAL.WORK IS DESIGN BUILD ALL ELECTRICAL , PATCH CARPET AND BASE A$REQUIRED FOR A CONSISTENT CE DATA S SWITCHES SHOWN FOR REFERENCE O1NLY, VERIFY EXISTING 3 PROVIDE RELOCATED DOOR!RELITE COMBO. 1 TO ARCHITECT FOR REVIEW THROUGHOUT ENTIRE ROOM. IF CARPET CANNOT BE PATCHED,PROVIDE BID CONDITIONS. SUBMIT ELECTRICAL PLANS ALTERNATE TO REPLACE ALL CARPET AND RUBBER BASE IN THIS ROOM WITH PRIOR TO CONSTRUCTION. PROVIDE OCCUPANCY SENSORS AT 4 PROVIDE DEDICATED CIRCUIT FOR TENANT PROVIDED COPIER. LEGEND CPT-4 AND RS-1. ENCLOSED ROOMS AS INDICATED. PROVIDE FOR SECURITY CARD ACCESS AT THIS.LOCATION(3 TOTAL). R/RELITE COMBO.:. 4. PATCH AREAS ADJOINING AND/OR ADJACENT TO DEMOLITION WORK � COORDINATE WITH TENANTS SECURITY VENDOR. . RELOCATE EXISTING D00 �- DEMO WALL AND/OR ELEMENT TO MATCH EXISTING AND/UR NEW CONSTRUCTION. 5 PROVIDE OPENING FOR RELOCATED DOOR I RELITE COMBO. � PROVIDE BUZZER AT DOOR MaWITHBUTTON AT COUNTER TO UNLOCK AS 5. SOUND CAULK ALL WALUGLASS do WALUMULLION JOINTS. 6 EXISTING PARTITION � NEEDED, COORDINATE WITH,TENANTS SECURITY VENDOR. REMOVE EXISTING CARPET IN THIS ROOM, 54"NIGH PARTIAL HEIGHT WALL 6, PROVIDE NEW BUILDING STANDARD FLOORING(CPT-4)S BASE(RB-1) PROVIDE ACCENT WALL(P-10). (SEE DETAIL 3lA3Q1) 7 RELOCATE EXISTING DOOR AND DOOR FRAME. THROUGHOUT AREA OF WORK:AS INDICATED. REFER TO FINISH LEGEND. BUILDING STANDARD PLASTIC LAMINATE CASEWORK WITH 8 LASS TRANSACTION. REFER TO 41 A301 FOUR MORE INFORMATION. PROVIDE NEW � - AS NEED ATA OUTLETS EDP. � SLIDING G BLDG.STANDARD PARTITION 8 RELOCATE EXISTING POWER AND TELE/D OU FOR NEVA 7, PROVIDE TEMRE AT WALLS TO MATCH EXISTING. PROVIDE 1 COAT LAYOUT OF BOOKCASES b WQRKSURFAGE, (SEE DETAIL'I I A301) OF PRIMER AND 2 COATS OF EGGSHELL LATEX PAINT. PAINT AREA OF i� WORK UNLESS OTHERWISE NOTED. TOUGH UP WALLS IN GLE PUBS. PROVIDE TWO ZONES.FOR LIGHTING AT LAWYER.REFERRAL: (1)FOR THE WEST L.l SIX WORKSTATIONS AND(1)FOR THE TWO EAST WORKSTATIONS,WORK AREA SHEET TITLE: RELITE PARTITION AS NEEDED. AND ENTRY. Demolfrion vitan DOOR FRAME TYPE 8. WHERE NEW DOORS,FRAMES&HARDWARE ARE PROVIDED,,MATCH 10 PROVIDE FOR SEPARATE SWITCHING IN THIS ROOM. (SEE SHEET 2!A301) EXISTING BUILDING STANDARD TYPE,SIZE,FINISH S COLOR, TOUGH Floor P/an UP EXISTING FRAMES S DOORS WHERE NEEDED TO APPEAR AS NEW. 11 PROVIDE RELOCATED DOOR S FRAME. TOUCH UP FRAME AS NEEDED. P ACCENT PAINT LOCATION 9. PROVIDE�I-BOX AND PULL STRING FOR TENANT-SUPPLIED VOICES 12 PROVIDE WINDOW FILM AT RELITE TO:MATCH RELITE AT R308, DATA, BELOW ITEMS SHOWN FOR REFERENCE ONLY 10. ALL SURFACES BENEATH ANDIOR ABOVE EXTERIOR WINDOWS TO BE :,SWITCH FURRED OUT,DRYWALLED,TAPED AND PAINTED. FINISH LEGEND $08 SWITCH-OCCUPANCY SENSOR 11. PROVIDE BUILDING STANDARD W'INDO',?WCOVERINGS(HUNTER DRAWN BY- DRMf DOUGLAS I DRAPER INC.,M SCREEN,5%OPENNESS FACTOR,COLOR: CPT-4 PATCRAFT,#26394 PLACE IT HERE,COLOR: #00175 MAP OUT TELE!DATA OUTLET CHARCOAL t SABLE)AT ALL EXTERIOR WINDOWS AS NEEDED—MATCH DATE ISSUED: t)l�.1�5.11 R'U'BBER BASE DUPLEX OUTLET EXISTING. R8-1 KOPPE,4"TOELESS,#P193 BLACK BROWN 12. PROVIDE CLASSROOM LOCK AT DOORS 306 AND 302. QUAD OUTLET PAINT P-2 MILLER PAINT,#8211 SANDY LANE � CA SECURITY CARD ACCESS 13• t3C TO PULL ALL CABLES FOR TENANT-PROVIDED SECURITY SYSTEMS P-10 MILLER PAINT,#821 iD AND LAN E GREEN (INCLUDES 3 ACCESS CONTROLLED P-11 MILLER PAINT, 6M TUDOR HOUSE OILED DOORS AND 1 CAMERA AT CEILING), COORDINATE WITH SECURITY VENDOR(TIM LOWNDES, CONVERGINT TECHNOLOGIES,16575 SW 72nd AVENUE,PORTLAND,OR PLASTIC LAMINATE 97224,503-22948 �'')» PL-8 PIONITE,#PFA51 GRIDLOCK IN LA 1.4. FURR OUT ALL COLUMNS AS MINIMALLY AS POSSIBLE, WOOD'VE'NEE'R SHEET: WD-3 WHITE MLAPLE,STAINED TO MATCH EXISTING I� FINUIT SET 09w 15a 11 w�llll���i■tl .,. a AIA4 IM `, : � *,nl .�:� ^` ��., � �. ',.*. �.;. i ,. 34:m: n I.u', _. :M..+,..a.. .y_ .,_..rs,�,c.a,-„Ib JFa ,,.. :e",♦±i.;�':',pil►'fp','1,'+iA.,,.iv z -.:*6N.,. N .3 '1 '. yW, ,r� - e 720 NW Davis 503.221.1121 9 n n Suite 300 503 221.2077 D w -w _ 2 Portland OR 57209 www.irserchkocts.com P 4 H A ■ 2 �, 3s�as TY FT A L IXON P' RLAD, O • OF OV& ILCONSULTANT: 1 ` ' + r 1 92 ++ PROJECT NUMBER: 211207a ■ o Ore-aonState Bar Renovations 1. REFLECTED CEILING` PLAN SCALE. 1/S 1-U Fanno Crook Place BuildingA 16037 S r W Upper Boones GENERAL NOTES KEYNOTES Fe Road and oor 1, REFER TO SHEET 0100 FOR A COMPLETE LIST OF GENERAL NOTES. Tigard,PROVIDE NEW BUILDING STANDARD EXIT SIGN. � # +Cilr�on 97224 PROVIDE NEW BUILDING STANDARD SUSPENDED INDIRECTIDIRECT LIGHT 2. ALL.ELECTRICAL WORK IS DESIGN BUILD-LIGHT FIXTURES SHOWN FOR _ REFERENCE'ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY 2 FIXTURES AS SHOWN. DISCREPANCIES TO ARCHITECT. SUBMIT ELECTRICAL.PLANS TO ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN S RESTORE PROVIDE FOR CEILING MOUNTED SECURITY CAMERA MATCH TENANT'S 3 ALL LIGHTS TO WORKING ORDER PRIOR TO JOB COMPLETION. EXISTING CONFIGURATION. COORDINATE WITH TENANTS SECURITY VENDOR. 3, ALL MECHANICAL WORK IS DESIGN BUILD, SUBMIT MECHANICAL PLANS 4 PROVIDE POWER ABOVE CEILING GRID FOR TENANT-PROVIDED POWER POLE, TO ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN ALL DIFFUSERS PRIOR TO JOB COMPLETION. . 4. CEILING CONFIGURATION TO REMAIN UNLESS OTHERWISE NOTED. FINISH INSTALLATION OF BUILDING STANDARD SUSPENDED CEILING GRID SYSTEM(REFER TO SHEETS A101 AND A102 FOR MORE � INFORMATION)AND PROVIDE BUILDING STAI�DARD.LiGHT:FIXTURES THROUGHOUT UNLESS OTHERWISE NOTED. EXTRA CEILING GRID, CEILING PANELS AND LIGHT FIXTURES ARE ONSITE IN STORAGE VERIFY QUANTITIES AND PROVIDE NEW AS REQURIED. SHEET TITLE; S. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING,STROBES, &SPRINKLERS TO ARCHITECT FOR REVIEW AND COORDINATION PRIOR Reffected Ceiling TO CONSTRUCTION. fi. WHERE NEW LIGHTS.ARE ADDED-MATCH EXISTING BUILDING Plan STANDARD TYPE AND FINISH LEGEND DRAWN BY: DRAT 2X4 ACOUSTICAL SUSPENDED CEILING DATE ISSUED: 00.15.11 SUSPENDED INDIRECTIDIRECT LIGHT FIXTURE TO MATCH � . EXISTING BUILDING STANDARD' PATH OF EGRESS SHOWN FOR REFERENCE ONLY (DEFERRED SUBMITTAL) EXIT SIGNS(W/INTEGRAL ARROW WHERE OCCURS) +gCEILING HEIGHT AFF ( SECURITY CAMERA SHEET. PERMITSET 09015W I1 •ri. f .. ., .,,v,,,,..,,. o..._.,,.... ... , _.a .... ,,..,,._, .,:,...-,,».. -.,WpIGW�i � ,mow. .,., .,w .+xw x IN VNII A202 I XL, = , rQ ARCH I T E C T DOOR TYPES. DOOR FRAME TYPES: 720 NW Davis 503.221,1121 PROVIDE(2)#8 SHEET METAL SCREWS AT EA.BRACE 5=2" Sults 300 503 221.2077 D ATTACHMENT TO STRUCTURAL 20 GA.3 518"STUD BRACING TO MEMBER TYP. STRUCTURE 6 S'-0"O.C. 3'-0" _ 3-Q 3-t1 3-0 31-00 3-a" 3�-D " Portland OR 97208 www.irsarchkocts.com PROVIDE T X 118"LIGHT&SOUND r --- SEALING GASKET CONTINUOUS BE'TW'EEN WALL&CEILING A// #1 00 0 01 !VERIFY HEIGHT ` I � 3645 ' PROVIDE(2)FASTENERS 0 EA. rEw PAT I L. IX�N BRACE STUD CONNECTION TO TOP r OF WALL STUD P J No DR r r 3.518"25 GA.MTL STUDS a 24"D.C. ' r Ale WITH&r GYP.W.EACH SIDE. A SINGLE.OPENING a 0"SINGLE OPENING w/ (2)3'-0"x 4'- RELITES (3)3'-W x V-W RELITES SINGLE OPENING w/ , PROVIDE 3 SOUND ATTENUATION BATT INSULATION FRICTION FIT IN SIDELIGHT 8.TRANSOM SIDELIGHT$TRANSOM A STUD SPACE AND ACOUSTIC SEALANT 0 CEILING GRID. HILTI POWDER DRIVEN NOTES: ANCHOR DN 19P8 AT R-W CONSULTANT: - BASE ON BOTH SIDES AS O.C.THRU MTL.STUD 1. ALL DOORS TO BE SOLID WOOD(VERTICAL GRAIN FIR vet/A CLEAR FINISH)TO MATCH EXISTING BUILDING TRACK STANDARD DOOR TYPE AND FINISH. SPECIFIED EXISTING SLAB 2. MATCH EXISTING BUILDING STANDARD HARDWARE. 3. NEW FRAMES TO BE"TIMELY"KNOCK DOWN(ALUMATONE)UNLESS OTHERWISE NOTED. 1. BUILDING STANDARD PARTITION 2. DOOR & DOOR FRAME TYPES SCALE: 1.12°= 1'-0" SCALE; 114"-1'-0" MDF CAP-PAINTED(P-11)U.O•N CUSTOMER SIDE EMPLOYEE SIDE 5 A301 TEMPERED SLIDING GLASS ----- WINDOW;PROVIDE LOCK N 112"PAINTED BLACK REVEAL,TYP 514" fib 3-5/r 25 GA.MTL STUDS @ 24"O.C.WITH 518"GYP. BD.EACH SIDE. PROVIDE 7 SOUND ATTENUATION BATT INSULATION FRICTION FIT IN STUD SPACE. 00 011 00 01 011 011 HORIZONTAL z SURFACES, PL-8 u HILTI POWDER DRIVEN W- _----- -- ANCHOR DN 19P8 AT 4'-0"" � PROJECT NUMBER: 2112078 O.C.THRU MTL.STUD TRACK z? ,. '0" N BASE ON BOTH Oregon State Bar SIDES AS SPECIFIED " PULL OUT ADA 6Renovations ` COMPLIANT SHELF PROVIDE 1" 7 ADJUSTABLE 6 WOOD VENEER, THICK SHELVES, A301 SHELF,WOOD A301 TYR VENEER,WD-3 _._.��..._.EXISTING SLAB RUBBER BASE, �) Fanno Cheek Place NOTE: PROVIDE 3"TUBE STEEL SUPPORTS INSIDE EXPOSED WALL ENDS TO FULL WALL HEIGHT AND MOUNT R8-1 BUIlding BuildingA TO FLOOR WITH 1/8"PLATE STEEL. 16037 SW tipper Boones • Ferry Road 3. PARTIAL HEIGHT WALL 4. ADMISSIONS 304 _ and Fluor SCALE: 1"m1'-0" SCALE: 114"- 1'-0" Tigard Oregon 9?22� WALL SEEN BEYOND-- (1)TEMPERED SLIDING GLASS DOOR WITH(2)FIXED PANELS;RECESS --�~:PLASTIC LAMINATE PLASTIC LAMINATE COUNTERTOP 2'-2" COUNTERTOP S EDGES 2r-1" EDGES OVER 314"SUBSTRATE MDF CAP-PAINTED TRACK AT COUNTER' PROVIDE LOCK � OVER 314"SUBSTRATE � 4 4"WIRE PULLS, " 112"PAINTED1 BRUSHED ALUMINUM BLACK REVEAL TYP 1" (TYP) SHEET TITLE: .. •' Intedo ADJUSTABLE SHELF, Deka/l, .•• • •' ADJUSTABLE.SHELF, :PLASTIC LAMINATE 3.518"MTL STUD WALL TYPICAL .. TYPICAL .- W/ONE LAYER GYP BD ADA COMPLIANT e EACH SIDE PULL OUT SHELF " .. •'♦' ! Y SVS WOOD VENEER AT ALL : : WOOD VENEER AT ALL EXPOSED Y EXPOSED&SEMI-EXPOSED • &SEMI-EXPOSED SURFACES SURFACES OVER 314" OVER 314"PLYWOOD PLYWOOD WOOD VENEER AT ALL EXPOSED& DRAWN BY: DRM SEMI-EXPOSED BASE(TYP)AS SPECIFIED — -BASE(TYP)AS SPECIFIED DATE,ISSUED; C19.15,1'N SURFACES OVER 314" --" JI PL'Y'WOOD T.O.'FIN.FLR Ak T.O.FIN,FLR T PARTIAL HEIGHT 'WALLCAP7w A!DMISS`ION �"_ �. SCALP: 3"=1'40" SCALE: 1"=1,t" SCALE: 1",1'-V SHEET: A PERMIT IL 09w " R , r . -..:.. .... a.-..i.i.ua ...-syr..:;e:....... du',.'ys:.... :.. �Y i. "'" f ,x�•�w"�aai `CrWL,,,r,�,� I