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Plans (3) BUP2014 00044 in BUILDING CODE AREA CALCULATIONS BUILDING CODE REQUIREMENTS AND DATA 4=mom 1. SEE CODE ANALYSIS PLAN FOR ACCOMPANYING INFORMATION.CODE INFORMATION INDICATED BELOW ONLY PROJECT LOCATION: 902T SWOOWASHINGTON SQUARE ROAD $.. ARCHITECT S LISTS SOME SPECIFIC REQUIREMENTS BUT DOES NOT LIST ALL BUILDING CODE REQUIREMENTS. SU E 3 TIGARD,OR 97223 t} '' 720 NW Davis 503.221.1121 2. NON-SEPARATED USES ARE PROPOSED FOR ALL OCCUPANCIES IN ACCORDANCE WITH SECTION 508.3. PROPERTY ID: 1S126BC01506, R2007147 Suite 300 503 221.2077 1) EXISTING OCCUPANCY GROUPS: B APPLICABLE BUILDING CODE: 2010 OREGON STRUCTURAL SPECIALTY CODE Portland OR 97209 www.Irsarchitects.com OCCUPANCY GROUPS: (CHAPTER 3): B BUILDING AGENCY/JURISDICTION: CITY OF TIGARD SUITE 300ONECENTRE CONSTRUCTION TYPE: PROJECT SCOPE OF WORK: NON-STRUCTURAL INTERIOR IMPROVEMENTS EMBASSY EXISTING: TYPE I-B,WITH FIRE SPRINKLERS THROUGHOUTTOTAL NEW BUILDING AREA: NONE EXISTING AREA OF WORK: 8,831 SF 9020 S WASHINGTON BASIC ALLOWABLE FLOOR AREA: B: UNLIMITED '� 3(TABLE 503,SEC 503): ZONING: MUC-MIXED USE COMMERCIAL Pl A ,i� L. NIXON AREA MODIFICATIONS: INCREASE NOT NECESSARY AND NOT CALCULATED OCCUPANT LOAD AND EGRESS - . (sEc.506): PoLA ND, aR TIGARD, OREGON97223 . BUILDING STORIES I HEIGHT: TABLE 1004.1.2 OCCUPANT LOAD EXITS REQ / PROVIDED �0 ALLOWABLE(SEC 503,504): B: 11 STORY, 160 FEET 100 RECEPTION: 528 SIF--> (528 SF)/(100 SF/occ.) = 6 occ. 1 / 1 Vr PERMIT SET 2 27m 14 101 STORAGE: 156 SIF--> (156 SF)/(100 SF/occ.) = 2 occ. 1 / 1 � BUILDING STORIES/HEIGHT: 102 MEETING: 185 SIF 193 SF-->(185 193 SF)/(1100 100 SF/occ.) = 2 occ. 1 / 1 ACTUAL: B:5 STORY,65 FEET 103 PANTRY: ( ) ( ) = 2 occ. 1 / 1 103A INTERVIEW.' 98 SF--> (98 SF)/ 100 SF/occ.) = 1 occ. 1 / 1 104 INTERVIEW.• 110 SIF--> (110 SF)/(100 SF/occ.) = 2 occ. 1 / 1 105 INTERVIEW,- 122 SF--> (122 SF)/(100 SF/occ.) = 2 occ, 1 / 1 106 CONFERENCE: 562 SIF--> (562 SF)/(100 SF/occ.) = 6 occ. 1 /occ. I 1 CONSULTANT: 107 INTERVIEW.' 73 SF--> (73 SF)/(100 SF/occ.) 108 INTERVIEW.' 70 SF--> (70 SF)/(100 SF/occ.) = 1 occ. 1 / 1 109 INTERVIEW.- 77 SF-->(77 SF)/(100 SF/occ.) = 1 occ. 1 / 1 BUILDING CODE AREA AND M/SC REQUIREMENTS 110 INTERVIEW 62 SF--> (62 SF)1(100 SF/occ.) = 1 occ. 1 / 1 111 OFFICE: 136 SIF--> (136 SF)/(100 SF/occ.) = 2 occ. 1 / 1 PROJECT DIRECTORY DEFERRED SUBMITTALS 112 OFFICE: 105 SF-->(105 SF)/(100 SF/occ.) 100111111 1 TYPE OF CONSTRUCTION: TYPE I-B 113 OFFICE: 153 SF-->(153 SF)/(100 SF/occ.) = 2 occ. 1 / 1 ELECTRICAL SYSTEMS LOW VOLTAGE SYSTEMS FIRE RESISTIVE REQUIREMENTS STRUCTURAL FRAME 2 HR 114 OFFICE: 165 SF--> (165 SF)/(100 SF/occ.) = 2 occ. 1 / 1 115 TELE/DATA: 134 SIF-->(134 SF)/(100 SF/occ.) = 2 occ, 1 1 1 PROPERTY OWNER: EXTERIOR BEARING WALLS 2 HR 116 OFFICE: 169 SF-->(169 SF)1(100 SF/occ.) = 2 occ. 1 / 1 Wyse Investment Services Company Andy James:AJames@Wyselnvestment.com MECHANICAL SYSTEMS SPRINKLER SYSTEMS INTERIOR BEARING WALLS 2 HR 117 OFFICE: 171 SF-->(171 SF)/(100 SF/occ.) = 2 occ. 1 / 1 1501 SW Taylor Street,Suite 100 Kathi Pearce: KPearce@Wyselnvestment.com EXT.NONBEARING WALLS TABLE 602 118 OFFICE: 160 SF--> 160 SF / 100 SF/occ. = 2 occ. 1 / 1 PLUMBING SYSTEMS ( ) ( } = 31 occ. 1 / 1 Portland,Oregon 97205 INTERIOR NONBEARING WALLS 0 HR 119 OPEN AREA (INCL. 120): 3,011 SF-->(3,011 SF)/(100 SF/occ.) 121 RED ZONE: 368 SF--> 368 SF / 100 SF/occ. Telephone (503)294-0400 FLOOR/CEILING 2 HR ( ) ( ) = 4 occ. 1 / 1 ROOF/CEILING 1 HR 122 OFFICE: 143 SF--> (143 SF)/(100 SF/occ.) = 2 occ. 1 / 1 Fax (503)227-2507 123 OFFICE: 183 SF--> (183 SF)/(100 SF/occ.) = 2 occ. 1 / 1 124 OFFICE: 124 SF--> (124 SF)/(100 SF/occ_) = 2 occ. 1 / 1 ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS 125 OFFICE: 111 SF-->(111 SF)/(100 SF/occ.) TENANT: PENETRATIONS: (SEE PENETRATION DETAILS ALL WALLS AND FLOOR AND ROOF/CEILING 126 OFFICE: 111 SIF--> (111 SF)/(100 SF/occ.) = 2 occ. 1 / 1 AND MECHANICAL PLANS FOR LOCATIONS 127 OFFICE: 108 SF--> (108 SF)/(100 SF/occ.) = 2 occ. 1 / 1 Aerotek, Inc. Rick Linn: rlinn@loanstarhomelending.com ) ASSEMBLIES 128 DBO: 231 SF--> 231 SF = 2 occ. 1 / 1 1. ALL DIMENSIONS INDICATED ON THIS SHEET ARE CLEAR ( )/(100 SF/occ.) 9020 SW Washington Square Rd.,Suite 300 129 HALLWAY: 506 SIF--> (506 SF)/(100 SF/occ.) = 3 occ. 1 / 1 MINIMUM TO FACE OF FINISH. DIMENSIONS TO TOILET ROOM OPENING PROTECTION:(SEE PLANS FOR LOCATIONS) (OPENINGS ARE DEFINED AS DOORS,WINDOW, _ 6 occ,1 1 I Tigard,Oregon 97223 ACCESSORIES ARE TO THE CENTER LINE AS NOTED OR TO THE AND DUCTS(REFERENCE OSSC 715 FIRE TOTAL OCCUPANT LOAD: 8,325 Net SF --> =96 occ_ 2 / 3 Telephone(503)403-1900 HIGHEST PORTION OF THE OPENING OR OPERATING DEVICE. ASSEMBLY)SEE DOOR AND WINDOW SCHEDULES Actual Occupant Load: Actual SF/occ.--> (8,831 SF)/(96 occ.) = 92 SF/occ. 2. ALL ITEMS INDICATED BELOW MAY NOT OCCUR ON THIS SEE MECHANICAL DRAWINGS FOR SMOKE AND TABLE 1015.1 ARCHITECT: PROJECT.SEE PROJECT PLANS AND ELEVATIONS FOR ITEMS FIRE DAMPERS Minimum Number of Exits Required: 49<96 occ. <500, Therefore a Minimum of Two (2)Exits Are Required. LRS Architects, Inc. Byron Balogh:bbalogh@lrsarchitects.com THAT OCCUR, SMOKE DETECTION AND FIRE ALARMS: PROVIDED PER IBC&OSSC SECTION 907 Number of Exits Provided: Three(3) Exits Are Provided. 720 NW Davis,Suite 300 Paul Kurth: pkurth@Irsarchitects.com Portland,Oregon,Site 30 3. SEE ARCHITECTURAL PLANS FOR ACCESSIBILITY AND/OR Travel Thru Intervening Rooms: Allowed thru accessory areas only. ADAPTABILITY CONFORMANCE IN THE HORIZONTAL PLAN (1014.2) Telephone(503)221-1121 LAYOUT. TABLE 1005.1 Fax(503)221-2077 Egress Width per Occupant:4. CONFORMANCE TO FIXTURE MOUNTING HEIGHT 9 P P (96 occ.)x(0.20)= 19.20 inches CONTRACTOR: REQUIREMENTS ARE APPLICABLE IN ANY SPACE SERVING Actual Exit Width: 132 inches--O.K. MORE THAN ONE EMPLOYEE,ALL RESIDENTIAL AND MULTIPLE SECTIONS 1014 thru 1016 Max.Allowed Common Path of Egress = 100-ft. BNK Construction Steve Close:Close@BNKConstruction.com EMPLOYEE COMMON SPACES,AND SPACES ACCESSIBLE TO Maximum Travel Distance Allowed: Actual Provided= 96'-2",therefore O.K. 45 82nd Drive,Suite 52B THE PUBLIC,AS THEY OCCUR PER PROJECT. Gladstone,Oregon 97027 Maximum Travel Distance to Exit: Max. Allowed Travel Distance to Exit= 300-ft- Telephone(503)557-0866 5. VERIFY ACCESSORY SIZE WITH MANUFACTURER TO ENSURE Actual Provided = 172'-4", therefore O.K. CONFORMANCE WITH REQUIRED MOUNTING HEIGHTS. MAX.TRAVEL DISTANCE Fax(503)557-1085 TO EXIT=172'-4" PROJECT NUMBER: 214062 Oregon CCB#107555 6. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS AS REQUIRED FOR MOUNTING FIXTURES. Y 1.9 2.5 (,� O4 5 6 7 ® Q 9,9 11 One Embassy Centre 7. PROVIDE GYPSUM BOARD WRAP BEHIND FIXTURES AT WALLS ,,a ,a_,°• 9_,0 �� �� p._o. �� t �� DESIGNATED ON FLOOR PLANS AS OPENING-PROTECTED WALLS. I I A er0 tek, Inc. I, DRAWING INDEX 8. FLOOR DRAINS: ACCESSIBLE FIXTURES REQUIRE A CLEAR FLOOR SPACE K _ — L.._....... - r - - - - _ ....... SHEET NAME CONTIGUOUS OR OVERLAPPING THE ACCESSIBLE ROUTE. FLOOR - ! , } K DRAINS SHOULD NOT BE PLACED IN THIS CLEAR FLOOR SPACE. A001 COVER SHEET AND CODE ANALYSIS 9020 SW Washington A201 EXISTING CONDITIONS&DEMOLITION FLOOR PLAN 9, EXCEPTION: DRAINS MAY RESIDE IN CLEAR FLOOR SPACE 0 A202 FLOOR PLAN PROVIDED DRAIN HOLES DO NOT EXCEED 1/2"DIA.MAXIMUM; J.1 - - -- — I - I I l // / J Square Road /�T A601 INTERIOR ELEVATIONS&MILLWORK DETAILS FLOOR SLOPE DOES NOT EXCEED 2%IN ANY DIRECTION;AND THE Suite 300 ELEVATION CHANGE AT THE DRAIN LIP DOES NOT EXCEED 1/8". A602 INTERIOR DETAILS Tigard, OR 97223 A603 INTERFINISH SCHEDULE,GENERAL NOTES&SPECIFICATIONS NOT IN SCOPE / A701 REFLECTED CEILING PLAN A702 SUSPENDED CEILING AND LIGHT INSTALLATION GUIDE I / �/ T/ I m CITY OF TIGARD A703 SUSPENDED CEILING DETAILS ACCESSIBILITY COMPLIANCE 'v i I ' I ! �/';�/����'%'i � r i pp��,yy�.......... . � Conditionally Approved..............[� q facility Y 9 9 See Letter to:Follow.....„..........[ ] td�ail Id � b :The facile has been surveyed and the following building elements have a rs been found to be in compliance with IBC Chapter 11_ and ANSI 117. G -- -- - - -- . - - a EROJECT LOCATION P P Attached................ I Moonstraripw xd: Palk ' 1Van-accessible parking. _ _ �. _ _ _ _ % 1 a i 49 /; , Q x Trarncore:•; � �' _ Woods I � f�— — � — — — — A d!>rSS:Uttl�el:� 49) 1 I `v rra<etxe Meawrlaipark 2.Accessible building entrance(curb ramps). ,, / 3. Accessible route within building (floors, ramps, elevators). DIVERGING -- '- � � ) t � ; �� r'/-, � i", / � By:� Date: - �ihbx� _ •''�sya_ `� Pointe Park SW 4.Accessible restrooms and toilet fixtures. _� EXISTING 2-HR I , /- i sx Ad �-. 5. Accessible telephones. POINT l® i— +I: / / ; ,� - F ( N#�t0� plans • STAIR ENCLOSURE 1 V� OV 6. Accessible drinking fountains. SWdiuberf shall be ole jab site, T / v�EtaF,a�s�{�t s�,�a« - ��. 7_Accessible(visible/audible)fire alarms. . astiit�q : w awtr7 !/ Square .• LI J ! i T I Burgerkin ryaetze+ y ! r r /�� , 1. j;�i 'i MAX.COMMON PATH �, aX R U� Dickinson taodd v .!'X� ! i / T {OFFICE COPY Park Park LEGEND -- / / - RtverCrdy �;� arerParkt�` I — — — — — — — — — j ! // ! �!; ,� % i , '/ !� OF EGRESS—96-2 FiShop ztr dmco3ii +,,erz ce — i/ - Tower 4 Natural —� —�— / / T/ // xta , r k1lice Depot is; a „i cram P> Neal vorttand EXIT EGRESS PATH HFran _ Sydvanta N'adtt,•ed .. -park NaPu+s!hr,=r.: �' / r; - ! >// / r / SHEET TITLE: D .face Park I _ Nt,9nspords - zir srrmar B OCCUPANCY GROUP /i ;� / I/ /%% !! /% // ; Cover Sheet and /J��/i/ unCenttne , ,i , oFunGenttr SsY�ze �� s �.. "•e!�rHsvasr fid` � / i / r ' /:/ '% r� //!� j� I /�/ / � / // - -- (; F, ' -4 v- 8,y X ROOM OCCUPANT LOAD PER SECTION 1004 ! /! / Code Analysis T �, o I T Galypark !/ / i Woollard c park (XX) ACCUMULATIVE OCCUPANT LOAD j j / r / r , / T //; T,T% /, / j /,',/ , Macensaenpark'.., / T �,% �!� , �?L,G, .,r. (� ;l,, / T� socar�ra taaP � Hamet?wncrs. xj E Fowler R4zdttle Auto Farts Schaal S t 6 ksscaatiar EXIT SIGN w/INTEGRATED DIRECTIONAL ARROW T XX O v tY - 0o hdr rorc Fox WHERE OCCURS AT ALL EXITS, EVERY 100 /N �r +Evanged�at CORRIDORS,AND IN SPACES WHERE 2 MODES OF E SW rofxy $¢ Y EGRESS ARE REQUIRED PER SECTION 1011. REFER TO A o a -- - - se c` Farmo Ttrc t'Mxch of Meltose St r Geek jewe.Ctiti iof ELECTRICAL DRAWINGS FOR MORE INFORMATION). — -- i DRAWN BY SMJ DaySaint; Westlake POCHE INDICATES EXIT"TEXT SIDE OF SIGN. SIGNS It—MOST N + ? ! ' REMOTE 1 AREA OF WORK=8,831 SF DATE ISSUED: 2.27.14 �;”Tigard Public ,,, park SHOWN IN CORRIDORS ARE CEILING HUNG. SIGNSA202 - L' SHOWN ON WALL ARE WALL HUNG. ,�,� j POINT OF SUITE p 3 Recreational�e,.. - a .:`LaImBilile.-� �I tg•to� za-o" zoo• zo-o• 1 za-o^ zo•-0^ za-o• to•-s• ir-o" Products 6prchk, 73 wa rams &.caothvtll E REQUIRED EXIT d caarcfe st stare�rt9ead' sw McDonald 5r dInnsn Gaal@n FCaUg�►dyy �'J o z Inn QortrandF ar ° Bonita Park Lek Oswego An se Na MAX.COMMON PATH N CID 1. VICINITY MAP AREA OF WORK BOUNDARY OF EGRESS=96'-2" a SCALE: NOT TO SCALE 1. OVERALL CODE ANALYSIS PLAN - THIRD FLOOR z SCALE: 1116"= 1'-0" AEROTEK, INC 2 0 >L INJ� n SHEET: A001 N E W N LRS Architects,Inc.©2014 c 0 N Y U m N KEYNOTESNO� � � = �� � � � �� N ( 1 ) EXISTING|NTER0RPART|T0NTD8EREMOVED�YP) �� K�� «�~ �� U ~�^ �� �~� ~�~ �� -- �-� u `� »�* n o o u u�. ~�� o ~~� \�/ /x \ EXISTING INTERIOR DOOR/FRAMBHARDVVARETD8E �2O NVV Dmv|o 11�1 5D33�1 REM0VEDAND SALVAGED FOR RE-USED (TYP). ' ' m� | I - (�) (�# # / Suite 3DO 503 221.2077 � �\ ' BN�ONQCOLUK�NSANDSURROUNDTORE�AN `(:� (�) ( (�) ( i ; . -' Portland OR 97209 vmmwJnomrchhects.com /�\ EXISTING LIGHT FIXTURE TOBERE�OCATED(RP) ' ' �Y � � � � / � ` / SEE REFLECTED CEILING PLAN � 11 11 I I I 1 I I � � � ( 5 > EXISTING HVAC F�TURETO8ERE-LOCATED�YP) ' � . `_' i | SEE REFLECTED CBL|NGPLAN | / i | | | | | � | |� � � � /�\ | � | � � � � � I � � � EXISTING CASEVVORKTOBEREMOVED� � | � - 45 36 - | | i i � � | | � � / i /�\ rIIIIIIIIIIIIIIIIIIIIIIIIIII�1= � � � � � | | ' EX0TNGFINISH FLOORING TOBEREMOVED. PATFI#I/YL. NIXON | 11 -- TYPK�ALTHFK�U�HOUTENT�EP�OJECTAREA� � , / , , �. . . * /�\I... , ,� � ,�t___,,_ __�q ` , - o 10 \ "^/ EX�ONGFURN�UR�TOB�REW1{8/ED� �� | IQ �%|ST|NGDOORANDFRA���DRE�A|N � | \/�/ � ��"�� .�� ���. | ! /�� C[)NTRACTORTDLOCATEANDDOCUK8ENTVV|TH ^�u ��~ �� | | D|K8ENS0NSTHE LOCATIONS OFEXISTING SLAB //, / PENETRAT0NSPR0RTDSTART OFNEW CONSTRUCTION-TYP. T�_� � /,// I �//`,/�, '. '. I �/,�,,, 11///// //////Z/Z' , ,//�,""", , / / I �, // / J) /�\ / //,/ �_/,/�// ___ VERIFY �11 \/!/ CONSULTANT: FORRE-USEVV|THN�VVVVORKSTAT|ONS'TYP. | i H05 - V - N����������� " I , , ,, , , � , / 1 I / /' - `��' _ / ,'_ " /, /, / " 0 /�k' /A' /"'/ / " / /// // ' ' " � _'/ / //"�, ' ', / ,/ /�111' 1"­ , � " , /,/'," ", / / ,/ / ,� /, / / 'I,'', " " �///�''//,/ At/ �r '/ /� I ­ � //'/// /"/ �,//`�",'� /111 - / / � ����- -- ���� ��� EXISTING VVALLTOREMAIN �� �� �� �� �� �� DEMOLISH EXISTING VVALL -- ---- -- -- -- DEK8OL|SHEXISTING ELEk8ENTASI . . . / z V/�/,� , (�) ' p9 NOTED � '. , , , ///1,/1, /' /` �, f/ // / (�) ' �� '�,-,�,,//, , , / �/ , , 11 / ", "/ ,� " " I � , /V 1,�­ I/�, , � ,// _111'11 -- �).5 - - S7 _ J DEMOLITION ���� C14 ����0��mw���� � �n�'�qV �`���T���m / " / /I// '/,//'11', , "" r / � " / / ", , � . , , / // / I ,, // I/ //�/////// // I , ,� / / / / , /��,// / " ,/ / / � / �, " "" i (�)4/ 1 1 1. VVA|VER0FEXISTING CONDITIONS:EXISTING|TEKdS AND COND|T0NSINDICATED|NCONTRACT � ///,/,-//,/""/�',,��"/,//,�/""', /, � ,� �,/////,/�-/"�"/''-/"///'',� � � , , " , '/1'//1"' / / / ,� , , /, , / / /, / / / , � X / / / , �, / / 1��____(:�) DOCUK�ENTS.INCLU0NGBUT NOT UK8|TEDTO PROPERTYBOUNDAR|ESAND RESTRICTIONS, B\SEK8ENTS.TOPO�RAPHY.SO|LCONDiT!ON8. STRUCTURES.ANDUT|L|T|EG.ARE NOT WAR RANTEDTD 8 11, 11 THE CONTRACTOR BYTHE ARCHITECT AND OVVNER. '1� \ 2. CONTRACTOR TDVERIFY EXISTING CONDITIONS PRIOR 7//�/ / � - / /// /�k TOBEGINNING VVORK. NOTIFY ARCHITECT OF `��7 ~ DISCREPANCIES. ` 3 COORDINATE� PROJECT NUMBER: 214062 VV|THTHE RESPECTIVE SERVICE PROV{DER(S)AND � FT NOTIFY OWNER. 4 NOTIFY _- _-- � UTILITY SERVICE. �� �*��� Inc.I //�,�," " �,,1;�: / "" / ,// / � / , / / / ,/ � �,, - I � — I � HOURS ������������ ����j �(�) 'j I (�) ~~° �� � �~ ' _ '��� _-'-_ % V_ CD) `._� n 11 5. COORDINATE DEN0L[OONWORK VY[THNEW VVORK rp INDICATED|NCONTRACT DOCUk�ENTS-SEE 'p ADDITIONAL ORAVV|NGSFOR ADDITIONAL|NFORK�AT|ON ���� ���� Washington (r�% 5) -- -����� °�w,^�w, ���� d� ABANDON�ENT0FEX|ST|N8ELECTR|CALVVORK�ALL I 11 ' ABANDONED H|8H�/OLTAGEAND LOVV4/OLTAGE VViR|NGSHALL 8EREK�OVED'N[)N'TERK8|N/QED ���� ��� VVIR|N8|SNOT PERMITTED,ALL ABANDONED CONDUIT ��owxo"� ~,w"w" � TDBECAPPED � ���'�� ��� ������ xx����xuv� �*xu *,x ^���~" 7. PROV0EAND MA}NT�NSAFETY BARRICADES AROUND �� - '- AREA OFVVORKTQMAINTAIN PUBLIC SAFETY. PROVIDE 60 - I I ! I I I -", i I � I . (�) AND MAINTAIN SHORING DFSTRUCTURE DURING OEK�OUT0NAND NEVVCONSTRUCT0N. � 8� REMOVE EXISTING FLOORING&BASE THROUGHOUT ////// /'�,// F///,/"�/,�/, ' AREA OFVVORKUNLESS OTHERVV|SENOTED. OB1 _ _����� _ ���� I'll Q. PROTECT ALL ADJACENT AREAS DURING DEK1OUT0N -- FRO�DUSTANDTRASH|NTRUS|ON� | 10. REK8OVE&SALVAGE DOORS,FRAMES,&REL|TESFOR �� �i � I ____ � � i I * I. REUSE. - 11. REKAOVEBLINDS&VV|NDOWCOVERINGS FOR REUSE. CLEAN AND RBNSTALLPRIOR TOJOB COK�PLET0N. RERAiRANDX}RREPLACEANYK4|SS}NQANDK]R / �� \-��- -��- -�� ������������� ��� : __ ..--__­__ ___ ___ ._ rl------------- 1_1 _ __ DA�AQEDVV|NDOVVCOVER|NG�T0k�ATCHEX|ST|NGA8 � ,`�-/ \`.�/ NEEDED THROUGHOUT ENTIRE AREA OFVVDRK. � � � | | | � | / | | � 12. CBUNGCONFlGURAT0NTOREMAIN UNLESS � � | � � � � � � ! I OTHERVVSENOTED SHEET TITLE: � | � ! �t� | i | | | | ' ' C) � � � ' x'� � � � � | | � | | ! / � | | | / | 1I RE�OVEANDGALVAGEFR�EEXTNQUK�HERS& | ' CABUVETSFORREUSE Existing- �� - - --- - - - - | ! | � | / | | | | -- | �� . / . . . . . . / . / �� . . ���� ���" � | | | / | | � | i ' ��� ��»������~mmti���� ��l����m � ' ' i ' � 11�1O" 1B�1O" 2O�O, 2O�0" 2O�Q" 111-01, « �� P-It C, 9 10 4) ( ( ( ) ( ( * (�) m DRAWN BY: 3A�/ DATE ISSUED: 2.2714 [ LLj � -� 1. EXISTING CONDITIONS AND DEMOLITION FLOOR PLAN C) 11%11-j� � In � SHEET: A201 � Cx 8 umA���muQmw � KEY NOTES - FLOOR PLAN *CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD.* *ALL FLOORING IS CPT-1 UNLESS OTHERWISE NOTED.* A R C H I T E C T S � 720 NW Davis 503.221.1121 *ALL PAINT IS P-1 UNLESS OTHERWISE NOTED.* 5 6 7 8 9 9.9 11 suite 300 503 221.2077 � T TT � T TT * : T T _ ALL BASE IS B 1 UNLESS OTHERWISE NOTED. 173'-4" ! Portland OR 97209 www.irsarchitects.com AS REQUIRED PER CODE,EXTEND DEMISING PARTITION FROM DECK TO 10'-10" 9'-10" _ 20'_0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" DECK,SEALED AGAINST PASSAGE OF SMOKE, 2 SUITE ENTRY DOOR TO BE BUILDING STANDARD UNLESS OTHERWISE ! SPECIFIED BY TENANT. NEW AND/OR EXISTING PARTITIONS WITH CONTINUOUS SOUND � 6 45 .__ Y __m a_ _�__ ... _ ___ _ . _._.__ __.___.___. - ATTENUATION BLANKET. PROVIDE BLANKET ABOVE CEILING 24 ON EACH -.- _ - -- - z -..t _ _ _�__ �_— -._�_ .. __ SIDE OF PARTITION WALLS. l''�IT ;pi L. NIXON -- -- - T - - - - „ mmm^ T - - - 1 - -- -- q PROVIDE 3/4 FIRE RETARDANT TREATED PLYWOOD BLOCKING IN WALL # �, FOR TENANT SUPPLIED EQUIPMENT. REFER TO ELEVATIONS AND DETAILS r PO T�-AND, OR FOR ADDITIONAL INFORMATION. D8D Q PROVIDE 314"FIRE RETARDANT TREATED PLYWOOD BLOCKING IN WALL OF I ! 128 o FOR(2)8'-0"W MAGNETIC GLASS WHITEBOARD(S),SUPPLIED BY FURNITURE VENDOR. REFER TO ELEVATIONS AND DETAILS FOR ADDITIONAL ­_­_­ _TF �; J INFORMATION. __� __ ODRILL AS SPECIFIED IN PROVIDE CORE GENERAL NOTES. 12 -.. DFFIC + T CONSULTANT: ' ! �7 SYSTEMS FURNITURE BY TENANT,TYP.SEE GENERAL NOTES FOR 1 I 12� SYSTEMS FURNITURE POWER FEED REQUIREMENTS. rp j a 12 8 NEMA 5-20R 2 AMP AO- Q { 0 }DEDICATED OUTLET FOR TENANT SUPPLIED I N s - � _ EQUIPMENT(COPIER OR MFD). _ PARTITION FROM DECK TO DEC t : � AOA : / AS REQUIRED PER CODE,EXTENDK, SEALED AGAINST PASSAGE OF SMOKE. PROVIDE SHELVING AS SPECIFIEC -OFFICE � GENERAL NOTES. NOTA PART i 3 126 I RED Z NE' ! j 10 EXISTING ROOM TO REMAIN, I 121 1 2 T ! 2 i I ; B 5 B AOA '' 1 1 PROVIDE CONNECTIONS FOR DISHWASHER AND FULL HEIGHT I REFRIGERATOR IN PANTRY. 12 00 -] "' 1 2 PROVIDE LOCK ON DOOR AS SPECIFIED IN GENERAL NOTES. _ __ . .. _ OFF/ E _ I'_�� _._._ _ .___. G o ����� _-_ :. �,.___� �_____ � � � �.______� _� �� I - - PROVIDE LOCK AND CLOSER ON DOOR AS SPECIFIED IN GENERAL NOTES. AOA NSC 1 4 PROVIDE(3)WALL WASHER LIGHT FIXTURES ABOVE RECEPTION SIGNAGE 16 / XI WALL AS NOTED ON D1-2, B AOA j EXISTING FURNITURE AND/OR MILLWORK TO REMAIN IN THIS ROOMIAREA, REMOVE FURNITURE AS REQUIRED TO INSTALL NEW FINISHES AS NOTED I ! - ' IN SPECIFICATIONS AND ON PLAN. FURNITURE TO BE RE-INSTALLED IN S' _ ! t__� I _-i IJFFI EXISTING CONFIGURATION AFTER FINISH INSTALL. :: bo - - A0/ p23 - - - T INFILL AND FINISH EXISTING DOOR OPENING TO MATCH ADJACENT WALL. I} I I I � i � _ _ _ _ AOA _ FLOOR PLAN GENERAL NOTES (�D.5 co 15 B >% 15,. 1. EXISTING DIMENSIONS ARE TO FACE OF FINISH UNLESS m T_. 17 TT OTHERWISE NOTED. ADVISE ARCHITECT OF ANY L J L J, DISCREPANCIES PRIOR TO CONSTRUCTION. PROJECT NUMBER: 214082 ` } OF OFFICE DF 1 t8 OFF/CE + OFFICE 117 i 123 ! 2 AL ELECTRICAL 1 i _. ; r ; L WORK IS DESIGN BUILD-ALL ELECTRICAL OFFICE m OUTLETS,DATA&SWITCHES SHOWN FOR REFERENCE L'$j I ;� T One Embass Centre E1D,�74 ONLY. VERIFY EXISTING CONDITIONS. SUBMIT ELECTRICAL71 AOA_,. _ t ._,.., _; BOPENAREAPLANS TO ARCHITECT FOR REVIEW PRIOR TO._.____.._.,__.__.._ ____,-_, _.___ _._ _.._ _ AOA _l_.. TT CuTT E -__ -- _ ._ ._ T - -- �w1 m , ; _- K� - -_ -- - - - - _ Aeratek Inc. ___, jl� - �� p � ; CONSTRUCTION. _ I °p F 1 6 a 1..6 1 _arp 3.711 PATCH AREAS ADJOINING AND/OR ADJACENT TO 1 11 A�JEETING i _1 i 7 ! DEMOLITION WORK TO MATCH EXISTING AND/OR NEW t02 CONSTRUCTION. C.5 - . T - I it T . [E OFFICE .. F 1 /CE AOA 9020 SW Washington ;.; AE}1 IN VIEW ) ° 114 OF g 103A i T. OFFICE 4. SOUND CAULK ALL WALLIGLASS&WALL/MULLION JOINTS. 122 RVIEW I ; v I F L PA Scare Road ....: „ 4 it I 3, 104 as, _ B ' �, tOJ I A6fl1 TT ! 5. PROVIDE NEW FLOORING&BASE AND REPAINT ENTIRE �� B RECPT C1N _.... _ r a __ O t� , O ._ � l I �� Suite 300 15 ,A ® 100 - - - _ , . .a ,;_° ,_ SUITE UNLESS OTHERWISE NOTED. VERIFY PAINT COLOR ._._...._.._......... _.__.......... _..-.__--...___.,.._.W.._—,.,,..�.._... ...__,._._.,_._....... rpt.` , ::r... .�::r... , T WITH . �_ ____. _ �__._ LANDLORD Tigard, OR 97223 i T s+:: dty ,.,,Fr 'I ::: �I' ___. __.____ — � — — I =}� I ! 4 I ► a , �E � � 6. PROVIDE NEW DOORS,FRAMES&HARDWARE. TYPE,SIZE, ar I OFFICE i i �� "; 113 FINISH&COLOR AS PER SCHEDULES. ® Lr -tla _. 9114_ EQ(.71/fMENT, A s ...... -...120 15 T > ,;,:. l T _, T , _4x & ; _ ;, ::: `„ _ 7. PROVIDE J-BOX AND PULL STRING FOR TENANT-SUPPLIED S�OR4GE II at^ .% +at^ +81 16 101 1 ii ,r- 9 0 VOICE&DATA. INTER EW 13 1.4 -; ..r o 0 TT T _ r e «w :: e. ........_.. �' „,,.,__,._.m_ .....__._._.....,..,..._..._.._..-__......_._....._.____„__.......__...,,,ems_ .._.......,,_..,....._..._...._....._..__..._»-.... :_ :; €;,,...i..; ,.. may.__.:... W, E AND DATA - 8. ELECTRICAL,VOICE A ROUGH IN FOR ALL PRIVATE OFFICES TO BE WITHIN 5-8 OF BACK WALL. HALL B.1 , T `- O- ABO1 � O� NTC I ; ti : ! 4,- LEGEND :_ a” CONFERENCE......._.__ I ________..___.. __ _� �. .._`:. _-. ___ - � B 12 �. _ EXISTING PARTITION ' 1�6 © COD ,Im a AOA r ,F [; a O N C x AOA 15 ; { = NEW BUILDING STANDARD PARTITION ry OFFICE E jOF (, INTER lEW INTER EW 1 1 / CERVI W 111 11 M: 7 08 1 VIEW ' _ I DOOR FRAME&RELITE TYPES - T) EE9/A30 (R+ EXIT SIGNS(W/INTEGRAL ARROW � 9'-6" 9'-10" 7 ! WHERE OCCURS) SHEET TITLE: a A602 E N 12 ! Hos WALL TYPE TAG-SEE 2/A302 Floor Plan A602 ! BELOW ITEMS SHOWN FOR REFERENCE ONLY i s 11'-10" 19'-10" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" ! 10'-8" j 11'-0" a a SWITCH G' DATA OUTLET/2 CABLES 1 2 3 4 ► WALL PHONE AT 42"AFF/1 CABLE 5 6 7 8 9 T T T 19 11 ,a TT D DATA DROP AT COUNTER HEIGHT 0 0 12 CABLES a DUPLEX OUTLET DRAWN BY: SMJ N QUAD OUTLET DATE ISSUED: 2.27.14 o N N NEW 7. FLUOR PLAN FEC FIRE EXTINGUISHER CABINET N FE FIRE EXTINGUISHER u> SCALE: 118"= 1'-0" WIFI WIFI CONNECTION 0 SPECIAL OUTLET (SEE KEYNOTES) 2 10 THERMOSTAT N N N BLANK OUTLET A202 U CABLE TV OUTLET SHEET: LRS Architects,Inc.©2014 c 0 U> t4 "N CLEAR SILICONE CAULK AT SEAM 2'-1"U .0_N. ARCHITECT S _.._.__ 720 NW Davis 503.221.1121 �= 2'-1"U.O.N. (TYP) - CONTINUOUS CLEAR SILICONE CAULK AT SEAM(TYP) CHROME ACCESSIBLE FAUCET FRENCH CLEAT PLASTIC LAMINATE COUNTERTOP&SPLASH Suite 300 503 221.2077 D AT ALL EXPOSED SURFACES&EDGES(SEE Portland OR 97209 www.lrsarchitects.com ADA COMPLIANT STAINLESS 1'-0"U.O.N. ELEVATION)OVER 3/4"SUBSTRATE EQUAL EQUAL 1„ STEEL KITCHEN SINK PLASTIC LAMINATE AT ALL 1" J PLASTIC LAMINATE COUNTERTOP EXPOSED& SEMI-EXPOSED SURFACES OVER 3/4" - FLAT &SPLASH AT ALL EXPOSED u = SURFACES&EDGES(SEE SUBSTRATE;SELF EDGE 6"DRAWER ELEVATION)OVER 3/4" 3N�FIRE RETARDANT MEDIUM-DENSITY FIBERBOARD - TREATED PLYWOOD MADE W/EXTERIOR GLUE. ~4 4"WIRE PULLS,BRUSHED «i�` A�01� � 3f1�� 4"WIRE PULLS,BRUSHED ALUMINUM(TYP) I �� SIZEDFS �T P}** f�*, ]! NIXON n > i f SCREEN EtiTlltttJJl . ItAIJEi f ALUMINUM t4 f PLASTIC LAMINATE AT ALL DARECEPTACLES POWER AND y.•� /III+ `jam— • WHITE INTERIOR w/ 1 SEMI-EXPOSED SURFACES OVER l t ANDJONCnONDOX- PLASTIC LAMINATE OVER 3/4" ADJUSTABLE SHELF(TYP) - COORDINATE PO LAND, OEi 3/4"SUBSTRATE;SELF EDGE CONNECTIONS WITH SUBSTRATE REMOVABLE BASE o / LOWER WALL { � —4"WIRE PULLS,BRUSHED �:, WHITE INTERIOR w/ADJUSTABLE / ,, RECEPTACLES �} T BLACK HEAT v CABINET DOORS W/ FULLY /� [� CONCEALED EUROPEAN HINGE & ALUMINUM(TYP) SHELVES(TYP) A OF V PROOF WRAP � pLEX POWER.VOICFNATA, @ EXPOSED QUICK SNAP OFF CAPABILITY BASE AS SPECIFIED;REFER TO PIPING C? IgAN,ANDVES,CAOD10 WHITE INTERIOR(TYP) RECEPTAciEs-cooRox+ATE ELEVATION CUTOUTS IN TENANT SUPPLIED E DEALER Win+ C� FURNITURE DEALER AND CONNECTIONS WITH FLOOR CORE T.O.FIN.FLR T.O.FIN. FLR A602 CONTINUE FLOOR FINISH UNDER CABINET AT SINK, SEE FLOOR PLAN 10. TYPICAL LOWER CABINET WITH SINK 7. TYPICAL UPPER CABINET 4. LOWER CABINET W/ DRAWER & DOOR 1. INTERIOR ELEVATION: CONFERENCE 106 SCALE: 1"= V-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1/4"= V-0" 3'-0" ---- r- -PLINTH-STYLE PLASTIC LAMINATE 2'-3"_ TRANSACTION TOP,PL-3 ON(2)3/4" T-0" _ T-0" / PLYWOOD SHEETS,WRAP SIDES ; 2'-3" 2'-3" 10" % AND DIE INTO FINISHED FLOOR OR / FINISHED WALL 10" 10" 81-0" 80 t n N ' BLOCKING AS REQUIRED - N _ 4" IlFil, = co FULL HEIGHT PLASTIC ] UL LAMINATE BACKSPLASH # N LIP-TOP GROMMET,PL-1 ON 314 MDFDOUG MOCKET MM4A LINER WITHMM-4 CAP.REFER TO PLANS FOR PULL PULLt GROMMET QUANTITIES AND LOCATIONS - PLASTIC LAMINATE � -,_ - --»—_-----.--�` � 1/2 THICK ACRYLIC RESIN PANEL � -- n • w + + 1 - 4 �� 4" - - 4" - / 3/ 4 3/ 3/ W RK URFAC P -1 N 3 � 3/ 314, - O S E L O SECUR D WIT A N - =�::•:_�::-::=.<:::::•::.�::;;;:;'::::>::::::;::::<:.::.-_..:.:.::.::;:-;:_>:-:::-;:::•::'::':::';._:-::.:.::.::::�::;:::::::=::::::.;< s M H ST I LESS STEEL `'`---�`""` - " • 3/4"PLYWOOD - PLASTIC LAMINATE v STANDOFFS. SEE FRONT ELEVATION M PROJECT NUMBER: 214062 (WHERE NOTED)AT FOR MORE INFORMATION. - -- -_- - C is LINE OF - _ LINE OF PLINTH PLASTIC LAMINATE _ ;* PLINTHC*4 co in ALL SEMI-EXPOSED in u? C11 FAST CAP SB 15""x18" SURFACES OVER 3/4 N BEYOND (WHERE NOTED)AT BEYOND One Embassy Centre WHITE SPEEDBRACE WITH /4"MDF SANDED&PAINTED P-1, SUBSTRATE,SELF o ; ALL SEMI-EXPOSED ,; . • ' CUTOUTS FOR WIRE j LACQUER FINISH BOTH SIDES OF EDGE - SURFACES OVER 3/4" L MANAGEMENT ' 2x4 SUPPORT BLOCKING. !� SUBSTRATE;SELF A eroteA Inc. BASE AS !i = AGNETIC GLASS WHITEBOARD - = EDGE SURFACE SECURED WITH STAINLESS x; SPECIFIED I NOTE: STEEL STAND-OFFS PROVIDED BY 4"RUBBER WALL BASE EXISTING SLAB ' u ' EXISTING SLAB I _ EXISTING SLAB GC TO PROVIDE 3/4"FRT PLYWOOD FURNITURE VENDOR 3" 3" BLOCKING IN WALL AS REQUIRED TO BASE AS SUPPORT WHITEBOARD SURFACES. ACCENT PAINT P-5 9020 SW Washington LINE OF PLINTH BEYOND SPECIFIED Square Road Suite 300 11. RECEPTION DESK- SECTION 8. RECEPTION DESK- SECTION 5. RECEPTION DESK- SECTION 2. INTERIOR ELEVATION: RED ZONE 121 Tigard, OR 97223 SCALE: 1"= 1'0" SCALE: 1"= 1'-0" SCALE: 1"= 1`0" SCALE: 1/4"= 1'-0" iaf 9'-0" 9'-0" ADA COMPLIANT SINK - --- 4 EQ SPACES AND BASE CABINET PLINTH-STYLE PLASTIC LAMINATE 5 11 8 TRANSACTION TOP, PL-3,ON(2)3/4" 8 11 5 7 —PLASTIC LAMINATE A601 601 601 PLYWOOD SHEETS,WRAP SIDES AND A601 A601 A601 A601 WALL CABINETS,PL-1 DIE INTO FINISHED FLOOR OR EXISTING CEILING o FINISHED WALL � - ..._ . d� FULL HEIGHT BACKSPLASH,PL-2 0 SHEET TITLE: - A DUPLEX POWER X14 T T = � Interior Elevations RECEPTACLE,TYP. - 1/2"THICK ACRYLIC RESIN PANEL I r Q :y SECURED WITH STAINLESS STEEL :..... z� STANDOFFS.PLEXIGLAS(ARKEMA)G - , iv J' RMillworket Details . . . . . . .. C14 . -. • •'.••".••-.•,-' •:._ .'',� :::�.. ..':::. � _ :- SPACE . . . .� co _ in ifl QI P 95 CELL CAST ACRYLIC SHEET, COLOR 3172 WHITE.SAW CUT,FINISHED OPEN _ SMOOTHj o UARE WITH KNEE 1 ' ' SQ _ -_-- 1 LA Ti LAMINATE N cv ----PLASTIC LAM E n _ _ _ _ STAINLESS STEEL STANDOFFS. SPACE i- co 1 o v i � COUNTERTOP,PL-1 o :� :: T.O.FIN.FLR. -- - - - --- LASTIC LAMINATE BASE 2'-0" 2'-0" 3'-0" 2'-3" 3'-1 R CABINETS,PL-2 DRAWN BY: SMJ W Q 8'-0" Q " " 3/4" CLR 10 4 DATE ISSUED: 2.27.14 E " LASTC LAMINATE TOE KICK,PL 4 1-6 5-9 3/4 1'-6" ROUGH OPENING A601 A601 0 1 1/2" 1/4 PLASTIC LAMINATE REVEAL,PL-1 FOR DISHWASHER a FRONT VIEW 314"MDF SANDED&PAINTED P-1 SIDE VIEW 1 112" BACK VIEW a LACQUER FINISH BEYOND N D O 12. RECEPTION DESK- ELEVATIONS 3. INTERIOR ELEVATION: PANTRY 103 [V a SCALE: 1/2"= 1'-0" SCALE: 1/4"= 1'-0" z 2 d N SHEET: A601 E CD LRS Architects,Inc.©2014 c 0 Y U m NOTES: 1. ALL NEW FRAMES TO BE TIMELY KNOCK DOWN SIZED TO FIT 2-1/2"OR 3-5/8"METAL STUD WALLS(WALL TYPE WALL TYPES LEGEND AS INDICATED ON PLAN). KNOCK DOWN FRAME FINISH TO MATCH EXISTING. .:_ �! 2. PROVIDE TEMPERED GLASS AT ALL RELITES UNLESS OTHERWISE NOTED. i-_ate WALL COMPOSITION WALL INSULATION ARCHITECT S f= �� N0. EXTERIOR WALL TYPE A ACOUSTICAL. VARIES 720 NW Davis 503.221.1121 3. ALL NEW DOORS TO BE SOLID CORE, HARDWOOD,VENEER FACES TO MATCH EXISTING. LETTER INTERIOR WALL TYPE PROVIDE PER STC/ICC RATING. ::. REFER TO SEE WALL TYPES. !- WALL TYPES Suite 300 503 221.2077 D 4. PROVIDE LOCKING HARDWARE AT ALL PRIVATE OFFICES AND LAN ROOM. BACKER RODS !:. AND CLEAR SEALANT (�'p) ,.:! T THERMAL. Portland OR 97209 www.Irsarchitects.com 5. PROVIDE NEW ADA LEVER STYLE DOOR HARDWARE TO MATCH EXISTING. REPLACE ALL ORB DOOR HANDLES EXISTING WINDOW MULLION ;:. WITH LEVER STYLE WHERE APPLICABLE. PROVIDE CORNER BEAD _ INTERIOR WALL. SEE PLANS &PAINT ON WINDOW SILL BELOW FOR SCHEDULED TYPE /� PROVIDE VAPOR BARRIER. /-` SIDE OF WALL END, SCHEDULED HEADER (TYP) PROVIDE VALUE REQUIRED PER T-0" T-0" 3'-0" TYPICAL WALLS. SEE I: �� SIZE 2x 1 S FULL WIDTH OF STUDS,LOCAL/STATE ENERGY CODE. AT LOAD BEARING ........ ......... .... .... 4 4 4 STRUCTURAL 4 2x4SAD 6 2x6 OR 6"METAL STUD 602 602 A602 - - -- — __ -__ _ � 8 2x8 - NO INSULATION 3$45 -- -- :� O OTHER.SEE WALL TYPE \ PAT"1 P�IXON j' MATCH EXISTING TRIM w ' -CLEAR 114 THICK __ _....... .... i:: FIRE RESISTANCE RATING -- WALL STUD&FINISH HEIGHT •• N NON RATED SEE DRAWINGS ON THIS SHEET TEMPERED GLASS WI - _ iv -.: •:. GLAZING 0 0 3M FASARA GLASS o 2 0 1 1 HOUR E EXTERIOR.SEE SECTIONS co FINISHES IN MILKY PARTITION TYPE AS 2 2 HOUR X SHAFT.SEE SECTIONS ,L� WHITE(MILANO SCHEDULED S NON RATED SMOKE RA (BEARING) " -----METAL S STRUCTURAL ' 8 C CEILING ' - q = LOUVER -LI P PARTIAL 9 M `� 6 6" VENT - CENTER OF MULLIION TO I ALIGN WITH CENTER OF ! METAL FRAME CONSULTANT: PARTITION 1;: (NP) SINGLE OPENING © SINGLE OPENING © SINGLE OPENING i WITH LITE WITH LOUVER VENT SCHEDULED DOOR ' (TYP) 9. DOOR FRAMES & RELI TE TYPES 7. TYPICAL WALL TO MULLION DETAIL 4. INTERIOR KD DOOR HEAD (JAMB SIM) SCALE: 1/4"= 1'-0" SCALE: 3"= 1'-0" SCALE: 3"=1'-0" EQUAL EQUAL UNDERSIDE OF STRUCTURE r PROVIDE(2)#8 SHEET METAL i j r SCREWS AT EA.BRACE TENANT SUPPLIED FLAT SCREEN ATTACHMENT TO STRUCTURAL — 20 GA.3 5/8"STUD BRACING TO MONITOR&MOUNTING BRACKET =' �` h,: ' i -- '-- r-- = € CLG HT VARIES MEMBER TYP. STRUCTURE @ 8'-0"O.C. 7/8" .: :,,, 4 PROVIDE 2"X 1/8"LIGHT&SOUND ` SEALING GASKET CONTINUOUS 1 r ` BETWEEN WALL&CEILING t 1 r DUPLEX POWER AND DATA VERIFY HEIGHT RECEPTACLES AND 11 _ JUNCTION BOX { ` ir(( j it --CONTINUOUS SOUND ATTENUATION BLANKET,TYP.@ 2'-0"MIN. j PARTITIONS AND 24"ABOVE CEILING EACH SIDE OF PROVIDE(2)FASTENERS @ EA. 1 1 / PARTITIONS 3"2.5 LB.ACCOUSTIC BATT i r i I 1 BRACE STUD CONNECTION TO TOP PROVIDE SOUND BATTING ABOVE � ��— INSULATION PER PLAN i OF WALL STUD , 1 f 1 CEILING TILES AT LEAST 2'-0"ON 3/4"FIRE RETARDANT TREATED j 1 EITHER SIDE OF WALL -` PLYWOOD BLOCKING WITH CUTOUT FOR RECEPTACLES / 1 5/8 GYP. BOARD BOTH SIDES ! 1' t % 2-1/2"25 GA. 2505125-18 MTL i -` SIZED FOR 80"FLAT SCREEN ( ) t 1-1/2"(MIN.)CONDUIT FROM CORE DRILL THROUGH STUDS @ 24"O.C.WITH 5/8"GYP. 1 1 1 ( PARTITION TO WALL RECEPTACLES FOR LOW BD.EACH SIDE. PROVIDE 3"SOUND 1 ( i STEEL STUDS- { f VOLTAGE CABLING.POWER CONNECTION TO CORE ATTENUATION BATT INSULATION t.. PROJECT NUMBER: 214062 DRILL SHOULD BE A SEPARATE CONDUIT. FRICTION FIT IN STUD SPACE AND � \ 3-5/8"@ 16"O.C. ACOUSTIC SEALANT CEILING @ :•:-j'�— (GAUGE BY HEIGHT) fi l GRID. POWDER DRIVEN ANCHOR One Embassy Centre f 1 AT 2'-0"O.C.THRU MTL. Ij LUSH MOUNT CORE DRILL CENTERED IN ROOM STUD TRACK,LION 1 I BASE ON BOTH SIDES,RB-1 - �;•; SEE SPECIFICATIONS Aerotek Inc. i � EXISTING SLAB I• , /, 1-: ; "A602 9020 SW Washington Square Road 11. SECTION AT MONITOR: CONFERENCE 106 5. BUILDING STANDARD PARTITION Suite 300 SCALE: 112"= 1'-0" SCALE. 1,2"= 1,-0„ 2. TYPICAL VERTICAL ASSEMBLY - TYPE A Tigard, OR 97223 SCALE: 3"= 1'-0" 18 GA.DEFLECTION CHANNEL SECURE TO PATCH FIRE METAL DECK W/1/4"DIA.X 1-1/2"POWER _--..-.-_.-.............................._.. i.....w......_.................-..................._....._,.............__..........._....., PROOFING ACTUATED DRIVEPINS INTO CONCETE DUPLEX POWER,VOICEMATA,HDMI,AND VGA FILLED FLUTES AT 18"O.C. OR#8 S.M.S W/AUDIO RECEPTACLES-COORDINATE INTO METAL DECK AT 18"O.C. PROVIDE ;... FOR 3/4"DEFLECTION. +81" , „ CUTOUTS IN TENANT SUPPLIED FURNITURE +81 WITH FURNITURE DEALER AND CONNECTIONS CONTINUE s WITH FLOOR CORE GYP.BD.TO , _ CEILING __ w. __. -_ - DUPLEX POWER AND DATA RECEPTACLES -- -- -- --- --- SEE RCP Et (i , „ u AND JUNCTION BOX COORDINATE N _ i CONNECTIONS WITH LOWER WALL CEILING SYSTEM AS SPECIFIED '\ o - RECEPTACLES WHERE OCCURS(REFER TO o RCP) SHEET TITLE: ' 3-5/8"25 GA(3625125-18)MTL STUDS AT 24" Q }} 1-1/2"(MIN.)CONDUIT FROM CORE DRILL x O.C.WITH 5/8" GYP.BD.EACH SIDE. EXTEND j Interior Details l THROUGH PARTITION TO WALL MTL STUDS AND GYP.BD. FULL HEIGHT TO RECEPTACLES FOR LOW VOLTAGE UNDERSIDE OF STRUCTURE ABOVE. - o -...- ---..._..__...'. _......__...._ ._ _ "� CABLING.POWER CONNECTION TO CORE PROVIDE 3"SOUND ATTENUATION BATT -_-\ TOP SET ASE WHERE f OCCURS B INSULATION FRICTION FIT IN STUD SEE DRILL SHOULD BE A SEPARATE CONDUIT. ( NOTE BELOW FOR MORE INFORMATION). 0.145"DIA.X 2-1/2"POWER ii I ;y 7 POWDER DRIVEN ACTUATED FASTENER AT .. — FLUSH MOUNT FLOOR CORE WITH DUPLEX ANCHOR AT 2'0"O.C. I 16"O.C. POWER,VOICE/DATA,HDMI,AND VGA W/ THRU MTL.STUD BASE ON BOTH SIDES,B-1 •-� \ - AUDIO RECEPTACLES-COORDINATE TRACK,UON ( �� BOTTOM TRACK CONNECTIONS IN TENANT SUPPLIED r ( - :: DRAWN BY: SMJ T _.. EXISTING_SLABh I _ ~m - -- v CONNECTIONS WITH WALL RECEPTACLES V ATE ISSUED: 2.27.14 w : .,. .. D FURNITURE WITH FURNITURE DEALER AND NOTE FOR WALLS 13-6 ABOVE FINISHED FLOG ( F ESS AN 16 1 AF PROVIDE 3-5/8"20 GA ^.., ____ SHE R(AFF)BUT L THAN '- " F,P (362S200-33)STRUCTURAL MTL STUDS WITH 2"FLANGE AT 24"O.C. FOR WALLS OVER 25'-0"AFF,PROVIDE 6"18 GA N (600S162.43)MTL STUDS AT 16"O.C. FOR OTHER CONDITIONS,VERIFY WITH ARCHITECT PRIOR TO CONSTRUCTION. 0 N 12. CONFERENCE ROOM LAYOUT 6. BUILDING STANDARD PARTITION TO DECK 3. TYPICAL WALL BASE DETAIL a SCALE: 1/4"= 1'-0" SCALE: 112"= 1'-0" z SCALE: 3"= 1'-0" a d N A602 SHEET: E LRS Architects,Inc.0 2014 o 0 Y U W .y GENERAL NOTES & SPECIFICATIONS FINISH SCHEDULE FINISH MATRIX ARCHITECTS GENERAL NOTES 7. CABINETS: REFER TO LEGENDS,SCHEDULES,ELEVATIONS AND DETAILS 11. HVAC: SPECIFIC CONDITIONS(BY ROOM)-CONTINUED z z � 0 Q FOR ADDITIONAL INFORMATION. O w w o w z Q w w 720 NW Davis 503.221.1121 THE PLANS PROVIDED ARE FOR THE PURPOSE OF EXPRESSING THE a. PROVIDE COMPLETE,OPERABLE,HEATING,VENTILATING,AND AIR b. TENANT TO PROVIDE VOICE/DATA CABLING FOR SYSTEMS FURNITURE. > w z = w O O > o O g Q N w LU _j Suite 300 503 221.2077 D REQUIREMENTS OF THE TENANT.CONSTRUCTION DOCUMENTS,CONFORMANCE a. ALL BASE AND WALL CABINETS TO BE FULL OVERLAY FLAT PANEL CONDITIONING SYSTEM. AS PART OF LANDLORD'S SCOPE OF WORK,LANDLORD'S ELECTRICIAN v w z LU D FL w o z _j O -_j WITH LOCAL BUILDING CODES,AND COMPLIANCE WITH ADA REQUIREMENTS ARE FRAMELESS WITH PL-1 FINISH UNLESS OTHERWISE NOTED.BASE TO MAKE FINAL ELECTRIC HOOKUP TO TENANT PROVIDED POWER TAG DESC. MANF. STYLE,COLOR,# o z o Uj o U_ 0 0 < � n Ow = _ Portland OR 97209 www.lrsarchitects.com THE RESPONSIBILITY OF THE LANDLORD.NEITHER ARRIS NOR ALLEGIS GROUP CABINETS TO HAVE PL4 TOE KICK. b. CONFERENCE ROOM(S)SHALL BE ON SEPARATE ZONE. POLE WHERE WALL-FED POWER IS NOT AVAILABLE, TENANT TO CPT-1 24"x 24"CARPET SHAW CONTRACT THE ZONE 71 OZ3,TRU BLUE MAKES ANY REPRESENTATION THAT THE PLANS PROVIDED ARE SUFFICIENT AS PROVIDE FINAL SYSTEMS FURNITURE LAYOUT PRIOR TO ELECTRICAL TILE-TYP. LAURA KERRIS WITH ECO WORX BACKING, CONSTRUCTION DOCUMENTS NOR THAT THE PLANS CONFORM TO LOCAL b. CABINET DOORS TO HAVE CHROME ADA COMPLIANT WIRE PULLS& C. THE SYSTEM SHALL BE BALANCED FOR NEW OCCUPANT LOAD AND INSTALLATION. THROUGHOUT (301) 529-6346 MONOLITHIC INSTALL BUILDING CODES. THE LANDLORD SHALL PROVIDE A FULLY OCCUPIED,LIKE-NEW CONCEALED HINGES. SHALL MAINTAIN A HEATING TEMPERATURE BETWEEN 70°AND 72°, FACILITY,FINISHED IN A PROFESSIONAL MANNER,AND MEETING THE HIGHEST COOLING TEMPERATURE SHALL BE MAINTAINED BETWEEN 730 AND 760. 5. PANTRY: REFER TO LEGENDS,SCHEDULES,ELEVATIONS,AND DETAILS FOR CT-1 12"x24"CERAMIC SHAW CONTRACT CONTRACT CERAMICS: DOVER INDUSTRY STANDARDS.THE LANDLORD AT ITS SOLE EXPENSE SHALL PROVIDE C. ALL CABINETS TO HAVE ADJUSTABLE SHELVES. TEMPERATURES SHALL BE MEASURED FROM ONE FOOT OFF WINDOW ADDITIONAL INFORMATION. TILE/3"x13" LAURA KERRIS IVORY CT747-100/CT744-100, ELECTRIC,WATER,SANITARY,AND GAS(WHERE AVAILABLE)UTILITIES TO THE SURFACE AND THROUGHOUT TENANT SUITE. ANY BALANCING OF CERAMIC BASE (301) 529-6346 MONOLITHIC INSTALL. GROUT: TENANT'S PREMISES. THE LANDLORD SHALL INCLUDE ALL METERS FOR UTILITIES, d. WALL CABINETS TO BE 30"HIGH MOUNTED AT 18"CLEAR ABOVE SYSTEM OR REQUIRED ALTERNATION OF SYSTEM COMPONENTS TO a. BASE CABINETS AND FULL HEIGHT BACKSPLASH TO BE PL-2. LATICRETE, 90 LIGHT PEWTER 3645 AS REQUIRED BY LOCAL OFFICIALS OR UTILITY PROVIDERS. THIS REQUIREMENT COUNTER. WALL CABINETS ABOVE ADA COMPLIANT SINK TO BE 18" MEET THE ABOVE SPECIFICATION SHALL BE DONE AT LANDLORD'S DOES NOT APPLY TO FULL SERVICE LEASE ARRANGEMENTS. THE LANDLORD HIGH MOUNTED AT 30"CLEAR ABOVE COUNTER. EXPENSE. b. PROVIDE CONNECTIONS FOR DISHWASHER AND FULL-HEIGHT P-1 PAINT-TYR SHERWIN WILLIAMS LOW VOC PAT-;IG L. NIXON SHALL OBTAIN ALL REQUIRED PERMITS INCLUDING THE USE AND OCCUPANCYREFRIGERATOR. DISHWASHER TO BE PROVIDED BY GC: GE THROUGHOUT 1 (800) 321-8194 ARCADE WHITE SW7100 \ ) PERMIT.THE BUILDING ARCHITECT SHALL PROVIDE PDF FILE CONSTRUCTION 8. CEILING: SPECIFIC CONDITIONS(BY ROOM) GLDA690PBB OR APPROVED EQUAL. DISHWASHER ROUGH OPENING EGGSHELL FINISH ° DOCUMENTS FOR REVIEW BY ALLEGIS GROUP'S PROJECT MANAGER(PM). ALL TO BE MINIMUM 24"WAND MAXIMUM 24"D X 32112"H.GC TO VERIFY POI, :I ND, OR • DIMENSIONS TO BE VERIFIED IN FIELD. a. ACOUSTIC PANELS AND GRID,COLOR: WHITE.SIZE TBD IN FIELD. 1. RECEPTION: REFER TO LEGENDS,SCHEDULES,ELEVATIONS,AND DETAILS DIMENSIONS IN FIELD. P-2 PAINT-ACCENT SHERWIN WILLIAMS LOW VOC VARIES: SEE PLAN FOR LOCATION FOR ADDITIONAL INFORMATION. 1 (800)321-8194 DOVETAIL SW7018 TYPICAL CONDITIONS b. IF EXISTING IS USED,CEILING MUST BE"LIKE NEW IN APPEARANCE C. PROVIDE ADA COMPLIANT SINK AND FAUCET. EGGSHELL FINISH AND CONDITION.ALL DAMAGED TILES MUST BE REMOVED AND a. IF SIGNAGE WALL IS NOT BEHIND RECEPTION DESK,WALL WASHERS P-3 PAINT-ACCENT SHERWIN WILLIAMS LOW VOC VARIES: SEE PLAN FOR LOCATION 1. FRAMES: HOLLOW METAL DOOR AND/OR WINDOW FRAMES,PAINTED REPLACED, SHALL BE CENTERED ABOVE SIGNAGE WALL. 6. STORAGE: REFER TO LEGENDS,SCHEDULES,ELEVATIONS,AND DETAILS 1 (800) 321-8194 INTERESTING AQUA SW6220 SEMI-GLOSS ALKYD ENAMEL P-1. FOR ADDITIONAL INFORMATION. EGGSHELL FINISH 9. LIGHTING: 2. CONFERENCE ROOM(S),MEETING ROOM(S): REFER TO LEGENDS, 2. DOORS: SCHEDULES,ELEVATIONS,AND DETAILS FOR ADDITIONAL INFORMATION. a. PROVIDE(4)ROWS OF 12"D,MIN.314"WHITE MELAMINE SHELVES, P-4 PAINT-ACCENT SHERWIN WILLIAMS LOW VOC VARIES: SEE PLAN FOR LOCATION a. RECESSED 2'x4'FLUORESCENT DIRECT/INDIRECT BASKET FIXTURES, MOUNTED 24"A.F.F.TO 84"A.F.F.ON HEAVY DUTY,DOUBLE-FLANGE, 1 (800) 321-8194 DOWNPOUR SW6516 CONSULTANT: a. FLUSH,SOLID CORE,STAIN GRADE. STAIN IS MOHAWK PREMIUM 2000 COLUMBIA STE24-2 OR EQUAL. a. PROVIDE FLUSH MOUNT CORE DRILL IN CENTER OF CONFERENCE ADJUSTABLE WALL BRACKETS AND STANDARDS. EGGSHELL FINISH PREFINISH,DARK BROWN(OR APPROVED EQUAL SUBSTITUTION TO ROOM(S)AS INDICATED ON PLANS: LEGRAND EVOLUTION 6CTNK P-5 PAINT-ACCENT SHERWIN WILLIAMS LOW VOC MATCH PL-3).MINIMUM(2)COATS STAIN AND(2)COATS CLEAR b. PROVIDE 50 F.C.MIN.MAINTAINED AT WORK SURFACE HEIGHT IN OPEN COVER ASSEMBLY WITH POWER,VOICE/DATA,HDMI,AND VGA WIITH 7. TELE/DATA: REFER TO ELEVATIONS FOR ADDITIONAL INFORMATION, SEMI-GLOSS POLYURETHANE. OFFICE AREA(1 FIXTURE PER EVERY 80 SF,TYP.). AUDIO CONNECTIONS. EXACT LOCATION OF CORE DRILL TO BE 1 (800) 321-8194 CHERRY TOMATO SW6864 VERIFIED IN FIELD BY LOCAL ARCHITECT. a. PROVIDE 330 CFM NON-SWITCHED EXHAUST FAN FOR 24 HOUR HEAT EGGSHELL FINISH • b. GLASS INSERTS IN DOORS ONLY AT CONFERENCE ROOMS)/MEETING c. INSTALL OCCUPANCY SENSORS THROUGHOUT SPACE AND INTEGRATE EXHAUST. P-6 PAINT-ACCENT IDEA PAINT CREATE ROOM(S),INTERVIEW ROOMS,AND OFFICES. PRICE 3M FASARA GLASS ANY EXISTING SENSORS INTO NEW SYSTEM. RED ZONE WALL TO BE b. ALL CONDUITS IN CONFERENCE ROOM(S)SHALL BE AT LEAST 1-112" 1 (800) 393-5250 WHITE FINISHES IN MILKY WHITE(MILANO)FILM FOR GLASS INSERTS, REFER FREE OF SENSORS. SENSORS TO BE WHITE. WITH RING AND STRING PULLS. CONDUIT TO RUN UNDER FLOOR FROM b. PROVIDE 24"X24"METAL LOUVER PANEL IN DOOR TO TELE/DATA ROOM. LEVEL 3 FINISH TO ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. CORE DRILL TO WALL RECEPTACLES FOR LOW VOLTAGE CABLING. REFER TO ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. d. PROVIDE(3)FLUORESCENT LINEAR RECESSED WALL WASHERS PROVIDE SEPARATE POWER CONDUIT TO CORE DRILL. PL-1 PLASTIC PIONITE STANDARD LAMINATE C. PROVIDE 24"x24"METAL LOUVER PANEL IN DOOR TO TELE/DATA ROOM. (COOPER LIGHTING-NEO-RAY WALL WASH 23XR GEN II c. INSTALL 1/2"PAINTED FIRE RETARDANT TREATED PLYWOOD BOARD TO LAMINATE 1 (800) 746-6483 ICE WHITE SW813 REFER TO ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. S23XR-1T5-FTG-2-D-227),EVENLY SPACED,AT RECEPTION WALL. FINAL c. POWER CONNECTIONS FROM FLOOR CORE TO TENANT SUPPLIED COVER ENTIRE LENGTH OF LONGEST WALL. SUEDE FINISH LOCATION TBD IN FIELD FURNITURE TO BE COORDINATED WITH FURNITURE VENDOR, PL-2 PLASTIC PIONITE STANDARD LAMINATE 3. HARDWARE: LATCHSETS,HEAVY DUTY COMMERCIAL CYLINDRICAL LOCKS d. PROVIDE(6AWG)WIRE GROUND BAR,EXTENDED 6'-0"FROM CEILING BRIDE OF SEA AB29164 746 800) - 83 ON DOORS INDICATED ON PLANS. LEVER HANDLES TO MEET ADA e. PROVIDE(6)RECESSED FLUORESCENT DOWNLIGHTS,EVENLY 3. RED ZONE: REFER TO LEGENDS,SCHEDULES,ELEVATIONS,AND DETAILS ON OPPOSITE SIDE OF DOOR OPENING, LAMINATE 1 ( SUEDE FINISH • REQUIREMENTS. OCCUPIED INDICATOR WHERE REQUIRED, SPACED,AT RED ZONE AREA, FINAL LOCATION TBD IN FIELD. FOR ADDITIONAL INFORMATION. e. INSTALL(1)2"CONDUIT AND(1)3"CONDUIT FROM BUILDING PL-3 PLASTIC WILSONART STANDARD LAMINATE 4. WINDOWS: LANDLORD TO PROVIDE WINDOW BLINDS. f. IF EXISTING ARE USED,FIXTURES MUST BE"LIKE NEW"IN APPEARANCE a. MAGNETIC WHITEBOARD TO BE PROVIDED BY FURNITURE VENDOR. TELEPHONE ROOM WITH PULL STRING ENTERING ROOM THROUGH LAMINATE 1 (800)433-3222 WILLIAMSBURG CHERRY AND CONDITION, ALL DAMAGED FIXTURES MUST BE REMOVED AND GC TO PROVIDE 3/4"FRT PLYWOOD BLOCKING IN WALL AS REQUIRED CEILING ON OPPOSITE SIDE OF DOOR OPENING. 7936K-07 TEXTURED GLOSS 5. PAINT: SEE PLANS FOR ACCENT WALL LOCATION. REPLACED. TO SUPPORT WHITEBOARD SURFACES. f. PROVIDE(3)20 AMP DEDICATED DUPLEX POWER RECEPTACLES,MIN., PL-4 PLASTIC PIONITE STANDARD LAMINATE 6. COUNTERS: REFER TO LEGENDS,SCHEDULES,ELEVATIONS AND DETAILS 10. ELECTRIC: REFER TO SPECIFIC CONDITIONS(BY ROOM)FOR ADDITIONAL b. RED ZONE WALLS TO BE CLEAR OF ANY AND ALL DEVICES,INCLUDING AND(1)120V DUPLEX POWER RECEPTACLE ON LONGEST WALL AS LAMINATE 1 (800) 746-6483 SLATE SG228 FOR ADDITIONAL INFORMATION. INFORMATION. FIRE ALARM AND THERMOSTAT DEVICES,UNLESS OTHERWISE NOTED INDICATED ON PLANS. SUEDE FINISH a. ALL COUNTER/WORK SURFACES AND COUNTERS TO BE PL-1. a. PROVIDE ALL BOXES,RING AND STRING PULLS,AND CABLING FOR ON PLAN. g. PROVIDE UL-LISTED"EMERGENCY POWER OFF"PUSH BUTTON DEVICE VCT-1 12"x 12"VINYL ARMSTRONG STANDARD EXCELONCOMPOSITION 1 (800)292-6308 IMPERIAL TEXTURE ELECTRICAL OUTLETS. 4. OPEN OFFICE: WITH PLASTIC COVER NEAR LIGHT SWITCH BY DOOR FOR EMERGENCY TILE CHARCOAL 51915 • • • b. RECEPTION TRANSACTION SURFACE TO BE PL-3. SHUT-OFF OF DEDICATED RECEPTACLES. b. ALL DEDICATED OUTLETS SHALL BE NEMA 5-20R CONFIGURATION. a. PROVIDE 1 CEILING MOUNTED JUNCTION BOX PER 6 CONJOINED B-1 4" RUBBER JOHNSONITE TRADITIONAL WALL BASE C. SPEED BRACING WHERE REQUIRED: FAST CAP SB 15"X18"WITH WORKSTATIONS(2 CIRCUITS @ 20 AMPS EACH)AS SHOWN ON PLAN. h. PROVIDE UL LISTED SMOKE DETECTOR. SMOKE DETECTOR SHALL BE WALL BASE 1 (800) 899-8916 63 BURNT UMBER (STRAIGHT AT 0 0 0 CUTOUTS FOR WIRE MANAGEMENT. C. COVER PLATES TO BE WHITE. FINAL LOCATIONS OF CEILING MOUNTED JUNCTION BOXES TBD IN FULLY COMPATIBLE WITH EXISTING BUILDING FIRE ALARM SYSTEM. CARPET, COVE AT VC FIELD. d. 2-112"BLACK FLIP TOP GROMMETS WHERE SHOWN ON PLANS: DOUG d. COLOR CODE DEDICATED AND SPECIALTY RECEPTACLES. ALL i. GC TO FOLLOW INSTRUCTIONS ON PROPER INITIAL CARE AND MOCKET MM4A LINER WITH MM-4 CAP. REMAINING OUTLETS AND SWITCHES TO BE WHITE. MAINTENANCE FOR VCT FLOORING PRIOR TO INSTALLATION OF TELE/DATA EQUIPMENT. REFER TO MANUFACTURER FOR e. ALL COUNTERS SHALL HAVE 4"BACKSPLASH UNLESS OTHERWISE e. EXISTING ELECTRICAL AND VOICE/DATA OUTLETS ARE TO REMAIN INSTRUCTIONS. NOTED. UNLESS OTHERWISE REQUIRED BY DEMOLITION AND CONSTRUCTION, AND ARE NOT SHOWN ON DESIGN INTENT PLANS. EXISTING OUTLETS CAN BE SUBSTITUTED FOR NEW OUTLETS OF THE SAME TYPE IF — PROJECT NUMBER: 214062 WITHIN A MAXIMUM OF 12"DISTANCE. REPLACE ALL EXISTING COVER SCHEDULE ABOVE REFLECTS TYPICAL CONDITIONS. NOT ALL CONDITIONS ARE TYPICAL. REFER TO SPECIFICATION NOTES AND PLAN FOR ADDITIONAL INFORMATION, PLATES WITH WHITE. INSTALL ALL FINISHES PER MANUFACTURER'S INSTRUCTIONS. One Embassy Centre Aerotek, Inc. 9020 SW Washington Square Road Suite 300 Tigard, OR 97223 3 a vi m O `o c M Q SHEET TITLE: 0 CD Finish Schedule, N General Notes & Q 0 Specifications N C d E v 0 0 C. 0 M 'a c m DRAWN BY: SMJ N N DATE ISSUED: 2.27.14 w d c O F- Y d O d Q N O O 7 N '7 O a a m LL CN E SHEET: A603 0 M LRS Architects,Inc.©2014 c 0 N Y U t0 .N KEY NOTES - RCP 10 ITEMS INDICATED BY SCREENED(GRAY-TONE)LINES ARE ^ p u ' EXISTING CONSTRUCTION TO REMAIN(TYP) A (� i t G C S 20EXISTING 2X4 RECESSED FLUORESCETNT FIXTURE TO 720 NW Davis 503.221.1121 tr (�) (:� (:� 7 ® (� g,g (�) REMAIN(TYP) Suite 300 503 221.2077 D O O Q O 173'4" I 30 EXISTING HVAC REGISTER TO REMAIN(TYP) Portland OR 97209 www.Irsarchitects.com L RELOCATE EXISTING OR PROVIDE NEW 2X4 RECESSED 11'-0" 10'-10" 9'-10" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 9'-10" 1 11'-10". (4) FLUORESCENT LIGHT FIXTURES AS INDICATED, MATCH — -- - EXISTING(TYP) I FS O RELOCATE EXISTING HVAC REGISTERS AS INDICATED. 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ALL ELECTRICAL WORK IS DES / / / - - M r, / - I _ __ �.. i ,i_... _.._ ___ __ LIGHT FIXTURES SHOWN FOR REFERENCE ONLY. VERIFY (�) '/ ,, /,///// /, i I I CEI I T 119 I/ ; / IEXISTING CONDITIONS AND REPORT ANY DISCREPANCIES / / / / ' _...._ _ _ __..__ ___ _ _ ..........___ _. _ __ _ __ ___.. ._. ____ ___ ___. _ ...._.. �____.___._. ._'..__ _ __ ___ - . _ _.. ._ ___t._ _. /; ,bo , , , , , / _ _ __._._._W�.� _._._._ . _..._....._.__ -___ t W _ _ _ ___ _ . ___. _.. . -1_1__._ _ _._.. TO ARCHITECT. SUBMIT ELECTRICAL PLANS TO ARCHITECT L0 k/ //' '' /' ' /:'' /// /' / ! E Tl 6 a. ; / / / / % I / ; OF ICE CONSTRUCTION. CLEAN&RESTORE /: /; , / / ; 1 2 t22 FOR REVIEW PRIOR TO CON i I I 9020 SW Washington . ..... -..__ - .._.._ i _ B g _j-'-------" '-. [ S I - ALL LIGHTS TO WORKING ORDER PRIOR TO JO C.5 --- -- I ; , 11 I .. - _ _. W... ��- __­__­__'_..1._.' . �� _._ __.� _..� _ ..._ _ _ - __... RE EP ON 11 '--- 7COMPLETION. Square Road r rE Vr , I 03 >o A 2. ALL MECHANICAL WORK IS DESIGN BUILD-EXISTING&NEW Suite 300 ' I ,FANTRY 1 I41 � = ___. _.__ _____ _._______ .__._ _W. . ..___. _..._._ ___ 1 ____ _.__.._ _. .__ ___. _ __,.. r _.__' 1 DIFFUSERS SHOWN FOR REFERENCE ONLY. VERIFY _.. W ___.__ _.. _._._ ___. ._.__ _ �� ___._. _ _ ___ _____.._.. _' �..______ _ ._...... _ ___ _ _ _ __ __ .__._____ -_.. .___... ____ __ _ _._ _.___ 11 i EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES Tigard, OR 97223 Il- TO ARCHITECT. SUBMIT MECHANICAL PLANS TO ARCHITECT I IN R EW _:_- �. ._.__ ..-=-. _._.__ _ _ __ ___- ___.__ _ _ _! __.___.__._..___.._:-Z---4 ' O� C3 € - - C FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN ALL r04 bo I I t. f I —'---____— - € -- _ DIFFUSERS PRIOR TO JOB COMPLETION. S R GE I 6 I 4. Q /PM NT IlV R EW _ ror I I 120 105 -= = _= '* 4- 4 * TY , A 3 3. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING, _._ _ __ - : ...___ .......................... ......— ._...__ -: _4._ _.__ _-- ____ __.__ ._._ _ __..,; . __ ... } _ I ' - TYP U O b SMOKE DETECTION&SPRINKLERS TO ARCHITECT FOR I i { �: I REVIEW AND COORDINATION PRIOR TO CONSTRUCTION. f _.....__....___. _._W I_.. _...._._E _ ___ __._ —_._ _ ____ ' 3 - �_ .__ ._..__ __._.W..._._' ._._.._ ____._ ..___.. __ _ _.J __ ____ .._. __...____ _L ___ .___ __. � _. _-,._._ �__. __ ..- ____ . ..._ - _...__.- __. ___.. __ ___�_ _ _._. ._ _._.._ _ t 4. REPLACE ALL DAMAGED CEILING TILES&GRID TO MATCH .. € __...... __. ____._.___.__._ B.1 € 4 I - B EXISTING BUILDING STANDARD. m _.__ I W6 6 ° H L Y ` -......__ _.__ .... _..__.__. __ _.__.___ ___ ._._________ ___ .._.__..____. _ _.._.._ -- - __ - --- --- __ - - - --- -_ __.__ - __ ..2_ _.__ _ _ __ __ _ 5. PROVIDE NEW LIGHT FIXTURES THROUGHOUT SUITE; MFR: _,.. _. - TY U. .0. __ ._._._.__ _. _ _. __ ._�_-. __ W.__ �__.._ - ; j I _ FOCAL POINT,SERIES:SKYLIGHT,SIZE:2X4, FBX-24-B-2. _ I F CE OF /CE I I 't o ER EW ' TE Vl W /NT r�V W 111 112 _.. _._ 0 6. FIRE SPRINKLERS DESIGN BUILD. .__.__.._ __,--_... _.___. _____ _-. __..__ __.._. _. __ ____..._ _. ____ _ _ i-- 107 __ _� ___ __. _. __ _ __ __ _.. I fi, 's 4 I I rn j i r_ - W. .. _ _.. -�F- _ -_ -_ _- __ ___ __-__.__ ___ _ _.___. ..__ .___.... .____ _._ - - --- _ ._.__ _ _._ ___: _._ A _ _ _ _� __ ._ _ __ - - -- (�) O - 9 __ �_ �__ __-__� _ _ O _._��-'_.__.��____�.-- =_-._.__�____.__ .� 'o i I SHEET TITLE: a) I 4 4 2 I I I TYP U.N.0. Reflected Ceiling N 11 Plan N I 1 ❑ I I I o 11'-10" 19'-10" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 10'-8" 11'-0" a R Y 1 2 (:� 4 (�) 67 8 9 10 (�) V O ❑ O O 9 DRAWN BY: SMJ N DATE ISSUED: 2.27.14 N m M E w a> c O H Y O 1. REFLECTED CEILING PLAN N c) SCALE: 1/8"= 1'-0" N V O a L, a7 2 LL SHEET: A701 �'_N E LRS Architects,Inc.@ 2014 w 0 c7 c o N Y V m .N SUSPENDED CEILINGS GENERAL NOTES - OREGON STATEWIDE INTERPRETATION I IL PART L SUSPENDED CEILINGS FOR NEW CONSTRUCTION B. Lateral Force Bracin See detail 1 /A703 and maximum recommended lengths for E. Hanger(Suspension)wires (See details 1, 5 and 11 on sheet A703) PART IV. GLOSSARY_ OF TERMINOLOGY FOR THIS DOCUMENT ARC H I T E C T S vertical struts tabes 1. Hanger and perimeter wires must be plumb within 1 in 6 unless(see detail 5/A703)counter sloping wires are provided.(See REGIONAL TERMINOLOGY MAY VAR Referenced Sources Per Hierarchy 1. Ceilings constructed of lath and plaster or gypsum board,screw or nail attached to suspended members that support a ceiling detail 1 /A703)(Source:ASTM C 636 section 2.1.4) _ _� 720 NW Davis 503.221.1121 -a 1.(OSSC)2010 Oregon Structural Specialty Code(basded on 2009(IBC)International Building Code) on one level extending from wall to wall shall be exempt from the lateral force bracing requirements.(Source:CISCA zones along with State Code Interpretation for Section 1613.1 &ASCE 7-05 Section 13.56,effective July 1,2010. 3-4) 2.Hanger wires shall be 12 gage and spaced 4 feet on center or 10 gage spaced 5 feet on center.(Source:ASTM C 636) CLOSURE ANGLE/MOLDING Suite 300 503 221.2077 L 2.American Society of Testing Materials.(ASTM C 635,ASTM C 636) A metal angle or channel fastened to the perimeter wall or partition to support the perimeter ends of an acoustical ceiling 3.American Society of Civil Engineers(ASCE 7-05). 2. Lateral force bracing is the use of vertical struts(compression posts)and splay wires.(See detail 1/A703) 3.Any connection device at the supporting construction shall be capable of carrying not less than 100 pounds.(Source: grid. Portland OR 97209 www.irsarchitects.com 4.Ceilings and Interior Systems Construction Association.(C/SCA) CISCA zones 3-4) CROSS TEES 5. Northwest Wall and Ceiling Bureau,Suspension Systems for Acoustical Lay in Ceilings-Technical Bulletin 401-Revised 4/07. 3. Lateral force bracing is required for ceilings over 1000 square feet and not required for ceilings less than 144 square feet The cross member that interlock with the main beams,also known as cross runners or cross T-bars. (NWCB TB401) provided they are surrounded by four walls and braced to structure. 4.Powder driven shot-in-anchors are an approved method of attachment for hanger wires. DIFFUSER A circular or rectangular metal grill used for the passage of air from a ducted system. I A. General Com_d...lia_nC_e With the IBC 4. Lateral force bracing shall be 12 feet on center(maximum)and begin no farther than 6 feet from walls. (Source:CISCA 5.Terminal ends of each main beam and cross tee must be supported within 8 inches of each wall with a perimeter wire ESSENTIAL SERVICE BUILDINGS ��`'�'� _ 1.Code and Standards Options: seismic zones 3-4) (see details 1,2 and 6 on sheet A703). (Source:CISCA zones 3-4) Any building designed to be used by public agencies as a fire station,police station,emergency operations center, State a.Ceiling systems designed for appropriate forces,or Patrol office,sheriffs office,or emergency communication dispatch center. �� b. Prescriptive construction for suspended ceiling systems is only allowed in buildings with a seismic importance factor of 1.0 in 5. Seismic splay wires are to be four 12 gage wires attached to the main beam.Wires are arrayed 900 from each other and at an 6.Wires shall not attach to or bend around interfering material or equipment.A trapeze or equivalent device shall be GRID �} rr I g p angle not exceeding 45°from the plane of the ceiling. (Source:CISCA seismic zones 3-4) used where obstructions preclude direct suspension.Trapeze suspensions shall be a minimum of back-to-back 1 V4 The main beams and cross tees of the suspension system. PAT D1 N IXON occupancy categories I and II,per Chapter 16 of the IBC,and as provided below: inch cold-rolled channels for spans exceeding 48 inches.(Source:CISCA zones 3-4) HANGER WIREY�V 1)In Seismic Design Category C,construction in accordance with Oregon standard for seismic zones 0-2. 6. Seismic splay wires shall be attached to the grid and to the structure in such a manner that they can support a design load of 10 or 12 gage soft annealed wire used as primary support for the grid system. Also called suspension wires. p ! 1/ 2)In Seismic Design Categories D through E,construction in accordance with CISCA standard for seismic zones 3 and 4 with LATERAL FORCE BRACING modifications as noted in ASCE 7-05 standard.The following shall be applicable in addition to the requirements contained in not less than 200 pounds or the actual design load,with a safety factor of 2,whichever is greater(see detail 12/A102). F. Electrical Fixtures (See details $ and 13 on sheet A703) LAND, OR (Source:CISCA zones 3-4) 1. Light fixtures weighing less than 10 pounds shall have one 12 gage hanger wire connected from the fixture to the structure The bracing method used to prevent ceiling uplift or restrict lateral movement during a seismic event. Lateral force bracing CISCA standards: g g 9 p 9 g 9 consists of vertical struts and splay wires. a)Ceilings with interstitial spaces less than 12 inches to framing are not required to have lateral force bracing,and above.This wire may be slack.(Source:CISCA seismic zones 34) consists BEAM OF4 b)"Shot-in-anchors"when used as part of the prescriptive path in Seismic Design Categories D,E,&F shall have an ICC-ES 7. "Powder driven shot-in-anchors"when used for seismic application as part of the prescriptive path in Seismic Design approval for seismic applications and overhead installations and shall require"special inspection"irrespective of the type Categories D,E and F shall have an ICC-ES approval for seismic applications and shall require"special inspection" 2. Light fixtures weighing more than 10 pounds and less than 56 lbs.shall have two 12 gage wires attached at opposing The primary suspension member supported by hanger wires,also known as the main runner,carrying tee,carrying runner or of"occupancy category"the structure is in. irrespective of the type of occupancy category the structure is in.Anchors for kicker wires(splayed wires installed for purposes corners of the light fixture to the structure above.These wires may be slack. (Source:CISCA seismic zones 3-4) mains. other than seismic restraint)are exempt from this requirement. PERIMETER WIRES 3. Light fixtures weighing more than 56 lbs.shall be supported directly from the structure above.These wires must be taut. Hanger wires placed within eight inches of the surrounding walls. 2.Northwest Wall&Ceiling Bureau-Technical Bulletin 401 (NWCB TB 401).(SEE PART II). 8. Splay wires are to be within 2 inches of the connection of the vertical strut to suspended ceiling.(Source:CISCA seismic (Source:CISCA seismic zones 3-4) PLENUM In structures classified as occupancy category I or II,suspended ceilings installed in accordance with the prescriptive provisions of zones 3-4) The space above a suspended ceiling. CONSULTANT:4. Pendant mounted fixtures shall be directly supported from the structure above using a 9 gage wire or an approved alternate SLACK WIRE NWCB TB 401 are interpreted to comply with the IBC requirements.Part 11 of this document represents the majority of the NWCB TB 401 9. Rigid bracing may be used in lieu of splay wires.(Source:ASCE 7-05 section 13.5.6.2.2) support without using the ceiling suspension system for direct support. (Source: A 12 gage wire that is not tight or taut.CISCA seismic zones 3-4) SPREADER OR SPACER BAR NWCB TB 401 contains information compiled together from different applicable documents such as ASCE Standard 7-05, IBC 2006, ASTM Standard C635 and CiSCA. It is available at the following internet address: 10.Ceilings with plenums less than 12 inches to structure are not required to have lateral force bracing. 5. Tandem fixtures may utilize common wires. A bar with notches to prevent the suspension system from separating,also called a stabilizer bar. http://www.nwcb.org/ SPLAY WIRES 11.Vertical struts must be positively attached to the suspension systems and the structure above.(Source:CISCA 34) G. Mechanical Services Wires installed at an angle rather than perpendicular to the grid. VERTICAL STRUTS The following shall be applicable in addition to the requirements contained in NWCB TB401: 1. Terminals or services weighing 20 lbs.but not more than 56 lbs.must have two 12 gage wires connecting them to the ceiling The rigid vertical member used in lateral force bracing of the suspension system. Also known as compression posts, 12.The vertical strut may be EMT conduit,metal studs or a proprietary compression post. (See table below) 9 g p y p a.Lateral force bracing is required for ceilings over 1000 square feet. system hangers or the structure above.These wires may be slack. (Source:CISCA seismic zones 3-4) b."Shot-in-anchors"when used as part of the prescriptive path in Seismic Design Categories D,E,&F shall have an ICC-ES seismic pods,seismic struts. Common materials are electrical conduit(EMT),metal studs or proprietary products. approval for seismic application and overhead installations and shall require"special inspection"irrespective of the type of Maximum recommended lengths for vertical struts: 2. Terminals or services weighing more than 56 lbs.must be independently supported directly from the structure above.These "occupancy category"the structure is in. - -EMT conduit Max.Length wires must be taut.(Source:CISCA seismic zones 3-4) 3.Shake Table Testingand Qualification b Experience Under the Adoption of the 2006 IBC. 1/2"EMT conduit 5'-10" Y � ' p' H. Seismic Separation Joints (See detail 4/A703) a. Effective under the adoption of the 2006 IBC,the following two additional options will be available based upon ASCE 7-05 3/4"EMT conduit 7'-8" 1. For ceiling areas exceeding 2,500 square feet,a seismic separation joint or full height wall partition that breaks the ceiling Sections 13.2.5 and 13.2.6: 1"EMT conduit 9'-9" shall be provided unless analyses are performed of the ceilings bracing system,closure angles and penetrations to provide 1)Shake table testing of components and their supports,to determine their seismic capacities,in accordance with ICC Metal studs Max.Length sufficient clearance. (Source:ASCE 7-05 item 13.5.6.2.2 d)Single 1 5�8"metal stud(20 gage) 12'-0" Acceptance criteria 156.(Section 13.2.5 of the ASCE 7-05).or 2. The layout and location of the seismic separation joint shall be per the designer of record and noted on the plans. If a 2)Seismic qualification by experience data based on nationally recognized procedure.{Section 13.2.5 of the ASCE 7-05.1, Back-to-back 15'8"metal stud(20 gage) 15'-0" Single 2112"metal stud(20 gage) 13'-6" seismic separation joint is required by the designer,the designer may use the generic joint detailed in this document or a 4. Suspended ceiling systems in structures classified as Occupancy Category III and IV,shall be required to be"Engineered Design" Backe back 2 metal metal stud e) gage) 15'-0" proprietary joint.The amount of free movement(gap design)shall be a minimum of 3/4 inch. as designed and certified by an Architect or Engineer in the state where the project occurs,and shall be required to have periodic 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 special inspection of the anchorage to the structure in Seismic Design Categories D,E,and F,in accordance with the provisions of Note:plenum areas greater than 15-0 require engineering calculations. p p g g g P or soffits as described below: the current effective edition of the IBC adopted by the AHJ. a.Partitions C. Wall Moldings (See details 2, 6 and 9 on sheet A703) Where used,partitions shall extend a minimum of 6 inches above the level of the plane of the grid and shall be 5. See PART III for optional equivalency for upgrading existing suspended ceiling systems. Part III may be allowed with the approval of 1. Wall moldings(perimeter closure angles)are required to have a horizontal flange 2 inches wide.One end of the ceiling grid independently braced to the structure above. the Authority Having Jurisdiction. shall be attached to the wall molding,the other end shall have a 3/4 inch clearance from the wall and free to slide.(Source: b.Soffits ASCE 7-05 section 13.5.6.2.2 item b) Soffits shall extend to a point at least level with the bottom plane of the grid and shall be independently supported and 2. Where substantiating documentation has been provided to the focal jurisdiction,perimeter clips may be used to satisfy the laterally braced to the structure above.(Detail 101 A703) PART/I. NWCB 401 requirements for the 2-inch closure angle.(see details 3 and 9 on sheet A703) 4. Other than partitions and soffits,seismic joints may not be used as part of afire rated ceiling assembly unless substantiating The NWCB 401 provides the IBC referenced standards for the installation of suspension systems for acoustical lay-in ceilings. 3. The grid shall be attached at two adjacent walls(pop rivets or approved method).Soffits extending to a point at least level with documentation is provided. Incorporation of this document will provide a more uniform standard for installation and inspection.NWCB 401 is designed to the bottom plane of the grid and independently supported and laterally braced to the structure above are deemed to be accomplish the intent of the International Building Code IBC with regard to the requirements for seismic design category D,E and equivalent#o walls. p � ( ) � q g g ry I. Sprinklers F for suspended ceilings and related items. Unless supported by engineering,the suspension system shall be installed per the 4. There shall be a minimum 314 inch clearance from the end of the grid system at un-attached walls.(Source:ASCE 7-05 1. For ceilings without rigid bracing,sprinkler head penetrations shall have a 2 inch oversize ring,sleeve or adapter through the requirements for Seismic Design Category(SDC)D,E and F per the IBC.Manufacturers'recommendations should be followed. ceiling file to allow tree movement of at least 1 inch in all horizontal directions. Flexible head design that can accommodate 1 section 13.5.6.2.2 item b) inch free movement shall be permitted as an alternate.(Source:ASCE 7-05 13.5.6.22. Item e) PROJECT NUMBER: 214062 A. General Recommendations D. Spreader Bars 1. Partitions p (See detail 6/A703) /� Partitions that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the structure. 1. Spreader(spacer)bars shall be used to prevent the ends of the main beams and cross tees at perimeter walls from spreading One Emboss Centre open during a seismic event.Perimeter wires shall not be in lieu of spreader bars. (Source:CISCA seismic zones 3-4) PART Ill. UPGRADING OF EXISTING CEILINGS (OPTIONAL Y Bracing shall be independent of the ceiling splay bracing system.For further information on bracing of non-load bearing EQU/VALENC Aerotek, Inc, partitions, refer to NWCB technical document#201. (ASCE 7-05 item 13.5.8.1.) 2. Spreader bars are not required at perimeters where runners are attached directly to closure angles. 2. Main Beams Confirm acceptance with local jurisdiction. All main beams are to be Heavy Duty(HD).(ASCE 7-05 item 13.5.6.2.2a) 3. Wire tying is an acceptable alternative to spreader bars. 3. Deflection Limits 4. Spreader bars are not required if a 90 degree intersecting cross or main is within 8 inches of the perimeter wall. A. Ceilings without Seismic Bracing.Where existing ceilings are without seismic bracing,the ceiling system shall be brought into substantial compliance with current 9020 SW Washington All cross tees shall be capable of carrying the design load without exceeding deflection equal to 1/360 of its span. (CISCA code requirements(including compression struts at the center of the splayed wire,attachment of slack wires form light fixtures g zones 3-4) 5. Where substantiating documentation has been provided to the local jurisdiction,perimeter clips may be used to satisfy the and air terminals to the structure,etc.)when a substantial amount(50%or more)of the ceiling tile is removed,altered or Square Road 4. Weight Limitations requirements for spreader bars. repaired as part of a general space alteration,or if all the ceiling is removed for washing,painting or replacement,this Suite 300 requirement does not trigger the need for a closure angle. These upgrades are not required when: These recommendations are intended for suspended ceilings including grid, panel or tile,light fixtures and air terminals 1. Removing portions of tiles or panels and/or grid to alter ductwork,sprinkler pipe,etc. Tigard, OR 97223 weighing no more than 4 lbs.per square foot. (ASCE 7-05 item 13.5.6.1) 2.Lateral bracing and fixture attachment will not be required when portions of a ceiling are removed only to facilitate the 5. Wire Ties installation of sprinkler piping. All wire ties are to be three tight turns around itself within three inches.Twelve gage hanger wire spaced 4 foot on center(see B. Ceilings without Compression Struts. detail 1 /Al 02). (ASTM C 636 item 2.3.4) Where existing ceilings have seismic bracing but do not have compression struts at the center of the splayed wires,the addition 6. Ceiling Plane Changes of compression struts will only be required when and where the grid is replaced,altered,raised or lowered. Changes in ceiling planes require positive bracing.(ASCE 7-05 section 13.5.6.2.2.Item f) The diagrams included with this guide are intended to help clarify for the user some of the requirements specified in the guide. These diagrams are not design or construction documents and are intended only to illustrate some of the technical aspects of the guide. 3 a o, c U v a v c M C) SHEET TITLE: N O N Suspended Ceiling 0 and Light 0 Installation Guide d E O O Q� O f•'l 2 N a DRAWN BY: SMJ CUW DATE ISSUED: 2.27.14 E w m c O H Y d N V er O b ro a a+ LL _ A E SHEET: A702 m v LRS Architects,Inc.0 2014 Y O W .y w A 13/8" ARCH I T E C T S i 720 NW Davis 503.221.1121 EXISTING STRUCTURE + Suite 300 503 221.2077 D Portland OR 97209 www.Irsarchitects.com (3)#8 SCREWS @ GLB(1)#8 " MIN.45° SCREWS @ 2X PURLINS 20 GA,6 MTL.STUDS W/1 ;� \, I MIN.45° 3/8"FLANGES CONT. 20 GA.3 1/2"MTL STUD W/ SEISMIC SEPARATION JOINT \\ (2)#6 SCREWS TYP.AT EACH 13/8"FLANGE BRACE 8'-0" 12 O.C.W/(3)#8 SCREWS T EA. i PER MANUFACTURER \ \ 3" `� WIRES E SPLAYED BRACE STUD. END ATTACHMENT ; � - 3$4� ,F%T}ii IA . NIXON4 + + c; MIN.45° 3"M MIN.45° r f _.� MTL.STUDS @ 24"O.C. FLEX HEAD SPRINKLER �P�L NO, OR EXPOSED TEE GRID SYSTEM % 'OF V ?;y � 3"MAX.TYP. 1" 20 GA.TOP&BOTTOM METALTRACK ��A:� GYP BOARD = l4" GLOSS M,q�Ne CONSULTANT: CEILING HEIGHT AS NOTED _.-- ..-_--- --- --------------- FLANGE CV. 6" j POP RIVET VERIFY I SUSPENDED CEILING SYSTEM 10. SOFFIT SECTION 7. ALTERNATE SPRINKLER PENETRATION SECTION 4. SEISMIC SEPARATION JOINT SECTION 1. LATERAL FORCE BRACING SCALE: 3"=1'-0" i,CALE: 1-1/2"= 1'-0" SCALE: NTS SCALE: NTS 12'-0"OC EACH WAY SEPARATE SUPPORT PIPES, WALL MOLDING — PROVIDE SUPPORT FROM ONDUITS ETC,SECURE ALL STRUCTURE HANGERS TO BUILDING #12 WIRE @ 4'-0"OC #12 WIRE @ 4'-0"OC STRUCTURE.TRAPEZE 6'-0"MAX OR#10 WIRE @ 5'-0"OC OR#10 WIRE @ 5'-0"OC AROUND DUCTS AND OTHER BUILDING STRUCTURE LARGE DESTRUCTIONS. 8"MAX CEILING CLIP BUILDING STRUCTURE WALL �I HIGH-HAT LIGHT FIXTURE i 3 TURNS LIGHT FIXTURE SUPP T 90 % SUPPORT WIRE TO �j ° PG���G� / �; li STRUCTURE VERTICAL HANGER WIRE VECTOR CEILING PANEL EXPOSED TEE GRID SYSTEM 'I. VERTICAL HANGER WIRE ATTACHMENT c :ALE: 3"=1'-0" O \ SECURE ALL HANGERS TO BUILDING STRUCTURE. PROVIDE SUPPORT FROM o 0 0 0 0 LATERAL BRACING @ 12'-0" TRAPEZE AROUND DUCTS 7 ° PROJECT NUMBER: 214062 STRUCTUREo�c o 0 0 0 o o a o 0 0 0 o LO.C.EACH WAY,MAINAND OTHER LARGE - z_ ® ° ° " RUNNER TO STRUCTURE. OBSTRUCTIONS N BEGIN 45 DEG OF PERIMETER AND 2"FROM ° COUNTERSLOPE HANGERS IF ° One Embassy Centre BUILDING STRUCTURE CROSS MEMBER MIN. ° ° ° 4 0 Aerotek, Inc. STEEL STRAP 1"WIDE x 2" ADDITIONAL HANGERS AT ALL PLUMB EBTHAN 1:6 OUT OF MEMBERS WITHIN 8"OF LONG x 12 GAGE MINIMUM PERIMETER WITH SUPPORT COMPRESSION STRUT ° <0 3 TURNS WIRE @ 1:6 SLOPE AT 12'-0"OC EACH WAY °� a 9020 SW Washington SPREADER BAR BETWEEN g SPLAYED SEISMIC WIRE ALL MEMBERS AT ATTACHED BRACING SIDE Square Road Suite 300 "2. SPLAYED SEISMIC BRACING WIRE ATTACHMENT 8. LIGHT FIXTURE SECTION. LESS THAN 56 POUNDS 5, SEISMIC CEILING ASSEMBLY SECTION 2. ATTACHED END OF GRID WALL MOLDING Tigard, OR 97223 SALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: NTS SCALE: 3"=1'-0" SLACK WIRES HANGER WIRES SLACK WIRES 2 2"WALL MOLDING 7 HANGER WIRES SCREW y ATTACHED _ I LIGHT FIXTUREWALL M�- v / A003 A003 N aw w < m SHEET TITLE: N Q �/ 7 a ° z ° r Suspended Ceiling Details U ° . ,�; ° o a ° 8°M ,8 c qX \ Q o � � UNATTACHED °® SPREADER BAR ° 6 ® OR OTHER SUITABLE SYSTEM ° DRAWN BY: SMJ y A003 REQUIRED TO KEEP DATE ISSUED: 2.27.14 2„ 3/4" ° PERIMETER COMPONENTS MIN. MIN.AT ® ° ° FROM SPREADING APART o UNATTACHED ® ® WALLS a a N tD O V CD 0 13. FIXTURE SUPPORT 9. TYPICAL CEILING GRID LAYOUT PLAN 6. UNATTACHED WALL MOLDING 3. ATTACHED WALL MOLDING ALTERNATE SCALE: 3/4"= V-0" z SCALE: NTS SCALE: 3"=1'-0" SCALE: 3"=1'-0" 2 a U. SHEET: A703 C-4E r° LRS Architects,Inc.©2014 c U tO .y