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OCCUPANT LOAD AND EGRESS BUILDING CODE REQUIREMENTS AND DATA 1.....rws TABLE 1004.1.2 OCCUPANT LOAD EXITS REQ / PROVIDED PROJECT LOCATION: 9020 SW WASHINGTON SQUARE ROAD Rix:LIVED _ LOANSTAR 201 RECEPTION, 208 OPEN OFFICE, & SUITE 250 TIGARD,OR 97223 JAN 0 7 2014 ARCHITECTS 220 OPEN OFFICE: 1,437 SF->(1,437 SF)/(100 SF/occ.) = 15 occ. 1 / 1 720 NW Davis 503.221.1121 203 PRIVATE OFFICE: 118 SF->(118 SF / 100 SF/occ. = 2 occ. 1 / 1 PROPERTY ID: 1S126BC01506,R2007147 CITY OF TIGARD Suite 300 503 221.2077 D 204 PRIVATE OFFICE: 117 SF-->(117 SF / 100 SF/occ. = 2 occ. 1 / 1 Hon/1E imiffElvDtliG 205 PRIVATE OFFICE: 119 SF...>(119 SF / 100 SF/occ. = 2 occ. 1 / 1 APPLICABLE BUILDING CODE: 2010 OREGON STRUCTURAL SPECIALTY CODE BUILDING DIVISION Portland OR 97209 www.Irsarchitects.com 206 LAN: 42 SF->(42 SF)/100 SF/occ.) = 1 occ. 1 / 1 207 WORK ROOM: 146 SF-> (146 SF)/ 100 SF/occ.) = 2 occ. 1 / 1 BUILDING AGENCY/JURISDICTION: CITY OF TIGARD 210 PRIVATE OFFICE: 140 SF-> 140 SF / 100 SF/occ. = 2 occ. 1 / 1 IT N I 211 PRIVATE OFF/CE: 134 SF--> 134 SF)/ 100 SF/occ. = 2 occ. 1 / 1 PROJECT SCOPE OF WORK: NON-STRUCTURAL INTERIOR IMPROVEMENTS N 212 PRIVATE OFFICE: 137 SF-> 137 SF)/ 100 SF/occ. = 2 occ. 1 / 1 213 PRIVATE OFFICE: 134 SF->(134 SF)1 100 SF/occ.) = 2 occ. 1 / 1 TOTAL NEW BUILDING AREA: NONE 214 PRIVATE OFFICE: 144 SF-> 144 SF)/ 100 SF/occ. = 2 occ. 1 / 1 215 SMALL MEETING:: 112 SF-> 112 SF / 100 SF/occ. = 2 occ. 1 / 1 EXISTING AREA OF WORK: 3,996 SF 216 g4jjL 167 i > 167 SF)/ 100 SF/occ. = 2 occ 1 / 1 645 NE ENI BA S S Y CEN THE 217 21 -> 21 SF)/ 100 SF/occ. = 2 occ• 1 / 1 ZONING: MUC-MIXED USE COMMERCIAL S UI TE 25a O 218 215 F-->(215 SF)/(100 SF/occ) ° 3 occ• 1 / 1 i ' L. NIXONteli ENCE: 313 F-->(313 SF)/(100 SF/occ.) - 4 occ. 1 / 1 � 220 BREAK ROOM: 157 15TFb00S0c :4::: 1 / 1 H1 N T N S UA RE ROAD TUPANT BUILDING CODE AREA CALCULATIONS "�, , A W WA G O oZa s s 9 ca/Occupd > . 1 / 1 NOTES: Actual SF/occ.-> (3,996 SF)/(49 occ.) =81.55 SF/occ. 1. SEE CODE ANALYSIS PLAN FOR ACCOMPANYING INFORMATION.CODE INFORMATION INDICATED BELOW ONLY OF O 97223 TABLE 1015.1 LISTS SOME SPECIFIC REQUIREMENTS BUT DOES NOT LIST ALL BUILDING CODE REQUIREMENTS• �c TIGARD, OREG ON Minimum Number of Exits Required: 49 occ. <50,Therefore a Minimum of One(1)Exit Required. - .3. Number of Exits Provided: One (1)Exit Provided. 2. NON SEPARATED USES ARE PROPOSED FOR ALL OCCUPANCIES IN ACCORDANCE WITH SECTION 508 e,IOW(K. d n ía 'I I( Travel Thru Intervening Rooms: Allowed thru accessory areas only. (1014.2) EXISTING OCCUPANCY GROUPS: B -12. 1 9. 1 OCCUPANCY GROUPS:(CHAPTER 3): B CONSULTANT: i I I VI T SET TABLE 1005.1 Egress Width per Occupant: (49 occ.)x(0.20)= 9.80 inches CONSTRUCTION TYPE: CITY OF TIGARD Actual Exit Width: 36 inches-O.K. EXISTING: TYPE I-B,WITH FIRE SPRINKLERS THROUGHOUT Approved k-F ' ........... PROJECT DIRECTORY DEFERRED SUBMITTALS SECTIONS 1014 thru 1016 Max.Allowed Common Path of Egress= 100-ft. Conditionally Approved..............( ] Maximum Travel Distance Allowed: Actual Provided= 98'-0",therefore O.K. See Letter to:Follow [ I BASIC ALLOWABLE FLOOR AREA: B: UNLIMITED Attac•-d. ... PROPERTY OWNER: ELECTRICAL SYSTEMS LOW VOLTAGE SYSTEMS Maximum Travel Distance to Exit: Max.Allowed Travel Distance to Exit= 300-ft. (TABLE 503,SEC.503): Penttit Nu t>er: "` , ()rUt Wyse Investment Services Company Andy James:AJames @Wyselnvestment.com MECHANICAL SYSTEMS SPRINKLER SYSTEMS Actual Provided= 149'-0",therefore O.K. Ad. t : `-.i Ihriti:U I 2 O 1501 SW Taylor Street,Suite 100 Kathi Pearce:KPearce @Wyselnvestment.com AREA MODIFICATIONS: INCREASE NOT NECESSARY AND NOT CALCULATED By: ii1'!.� Date: �� A PLUMBING SYSTEMS Portland,Oregon 97205 BUILDING CODE AREA AND MISC REQUIREMENTS (SEC.506): Telephone (503)294-0400 BUILDING STORIES/HEIGHT: O•T-r,, Fax (503)227-2507 °wallow,'TM # ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS FIRE RESISTIVE REQUIREMENTS STRUCTURAL FRAME TYPE 2 HR ALLOWABLE(SEC 503,504): 6:11 STORY, 160 FEET Occupancy Lead TENANT: EXTERIOR BEARING WALLS 2 HR BUILDING STORIES/HEIGHT: Construction Type LoanStar Home Lending • Rick Linn:rtinn @loanstarhomelending.com 1. ALL DIMENSIONS INDICATED ON THIS SHEET ARE CLEAR INTERIOR BEARING WALLS 2 HR ACTUAL: B.5 STORY,65 FEET Rated Corridor ; : ::ington Square Rd. MINIMUM TO FACE OF FINISH. DIMENSIONS TO TOILET ROOM TABLE 602 EnergyCode ...INTERIOR NONBEARING WALLS 97223 FLOOR/CEILING 2 HR Telephone(503)597-6702 HIGHEST PORTION OF THE OPENING OR OPERATING DEVICE. ROOF/CEILING 1 HR 2. ALL ITEMS INDICATED BELOW MAY NOT OCCUR ON THIS Approved plans ARCHITECT: PROJECT.SEE PROJECT PLANS AND ELEVATIONS FOR ITEMS shall be on job site. THAT OCCUR. PENETRATIONS:(SEE PENETRATION DETAILS ALL WALLS AND FLOOR AND ROOF/CEILING LRS Architects,Inc. Byron Balogh:bbalogh @Irsarchitec .com AND MECHANICAL PLANS FOR LOCATIONS) ASSEMBLIES 720 NW Davis,Suite 300 Paul Kurth:pkurth @Irsarchitects.com 3. SEE ARCHITECTURAL PLANS FOR ACCESSIBILITY AND/OR OFFICE COPY Portland,Oregon 97209 ADAPTABILITY CONFORMANCE IN THE HORIZONTAL PLAN OPENING PROTECTION:(SEE PLANS FOR LOCATIONS) (OPENINGS ARE DEFINED AS DOORS,WINDOW, Telephone(503)221-1121 LAYOUT. AND DUCTS(REFERENCE OSSC 715 FIRE ASSEMBLY)SEE DOOR AND WINDOW SCHEDULES Fax(503)221-2077 SEE MECHANICAL DRAWINGS FOR SMOKE AND 4. CONFORMANCE TO FIXTURE MOUNTING HEIGHT REQUIREMENTS ARE APPLICABLE IN ANY SPACE SERVING FIRE DAMPERS CONTRACTOR: MORE THAN ONE EMPLOYEE,ALL RESIDENTIAL AND MULTIPLE Pacific Crest Structures Alan Volm:alan @pacificcrestweb.com EMPLOYEE COMMON SPACES,AND SPACES ACCESSIBLE TO SMOKE DETECTION AND FIRE ALARMS: PROVIDED PER IBC&OSSC SECTION 907 17750 SW Upper Boones Ferry RD.,Suite 190 THE PUBLIC,AS THEY OCCUR PER PROJECT. Durham,Oregon 97224 5. VERIFY ACCESSORY SIZE WITH MANUFACTURER TO ENSURE MAX.- "-T ER PATH OF EGRESS =98'-0"-THEREFORE O.K. Telephone(503)968-8949 CONFORMANCE WITH REQUIRED MOUNTING HEIGHTS. PROJECT NUMBER: 213285 Fax(503)598-6658 10 1.9 @ ® ® O "(� E ® T 9.9 ® 6. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS AS REQUIRED 173'-4" T T T T Oregon CCB#66915 / I I / FOR MOUNTING FIXTURES. One Embassy Centre AREA I F WORK 1 3,996 SF 7. PROVIDE GYPSUM BOARD WRAP BEHIND FIXTURES AT WALLS OA DESIGNATED ON FLOOR PLANS AS OPENING-PROTECTED WALLS. � • 0 - - - I I i I I LoanStar .. 8. FLOOR DRAINS: ® f- - - 1- -- 1 / r . .j - 1---__^J DRAWING INDEX REQUIRE F K .------- F079',147 ���.�+a.�.�.r¢;.F.� �• r�/. /.� /�� � //,,�/ �%� / r Home Lending ACCESSIBLE FIXTURES REQ CLEAR FLOOR SPACE I I ,// / / I CONTIGUOUS OR OVERLAPPING THE ACCESSIBLE ROUTE. FLOOR /�;, "/ •�SHEET NAME DRAINS SHOULD NOT BE PLACED IN THIS CLEAR FLOOR SPACE. F '�� I ,_� /��_ / �. /._ -- -'.:: 9020 SW Washington A0.01 COVER SHEET AND CODE ANALYSIS J'1 j- �i, i4, /�% ',,`% %� - g EXCEPTION: DRAINS MAY RESIDE IN CLEAR FLOOR SPACE �����=/ ' i�j� � F A002 SUSPENDED CEILING AND LIGHT INSTALLATION GUIDE 9. ; � _,-_, � �; � Square Road PROVIDED DRAIN HOLES DO NOT EXCEED 1/2 DIA.MAXIMUM; / �, " A003 SUSPENDED CEILING DETAILS f O j���/7_4 L 1�1 - NOT IN SCOPE Suite 250 FLOOR SLOPE DOES NOT EXCEED 2%IN ANY DIRECTION AND THE �/ �j�„ r A201 DEMOLITION PLAN ELEVATION CHANGE AT THE DRAIN LIP DOES NOT EXCEED 1/8". ---- (;,' � �� "`l/`"' �i i'�/r" "' raw /,'/� �� I' • A202 FLOOR PLAN AND REFLECTED CEILING PLAN ® �'% % ;7 or %�� <II J Tigard, OR 97223 A301 INTERIOR DETAILS �/ / 4./i./////A000;� -<, A302 INTERIOR DETAILS �/� /•; - ACCESSIBILITYCOMPLIANCE I ,���� / !�W ,`� %/ � ,, ,•- �.�/�• ii ii i ii�ii ii �/,iii,�� ii �.� _ � ��I The facility has been surveyed and the following building elements have F.5 ----� ,- -- - ��'„/�s�;��������� � r�0,���_�.��; - _) � _ � I PROJECT LOCATION been found to be in compliance with IBC Chapter 11:and ANSI 117. / �� � �`�� // �j� �m`- . _,,._1L 1.Van-accessible parking. � / �� .� l. 7- ,EX 7 AirSlii X i I building entrance curb ramps). ,. .: '_ ,vi„ w..-_. 2.Accessible b �/ e �� �> . '7` �i ; � � g ( _ � / % i• III ..1« ~ _. � a� .��' R• 11ra' , , 3.Accessible route within building (floors, ramps, elevators). o i r ti 1 4 � .�..s S 1 .:,:�..W.CaMS! :;�"'�;� yt. ......,.:ux`-71 .._.....FWaiine"S! x.�.,. .*� \;,,.. : .,.. t ^� �3' �I// ��/A///// �///`'J/I �/i i II: - 4.Accessible restrooms and toilet fixtures. �` « ��� .;` .. k:`, ,-O 4 ... ; = _. , c 5.Accessible telephones. I �/��/ / c a- ,+ max Accessible drinking fountains. .-, - -- �--e - _ �] .� } � Accessible(visible/audible)fire alarms. ® �r i%/ .r��I :37[� ® i y, � f / J�� CrY��i�•r I / t , i z R LEGEND ,, ' z Via, 3 •;� -, x r f.. ... ._ 3Y s ® ' t:�'� _ 's } "` ' to A rte.. '...,;. ,... ,t,,740,!*:,,,,' C.5 - - -� / . iii x - - - - EXIT EGRESS PATH MAX.TRAVEL DISTANCE TO EXIT SHEET TITLE. ' � =149-0 -THEREFORE O.K. [E B _ ? ,i,H :. OCCUPANCY GROUP EXISTING 1,' -© Cover Sheet and 1 o a) € :i . '' ;, '�"-64 ' 3 STAIR ENCLOSURE NOT IN SCOPE y�g .rA• r \ s r Code Analysis Cgs j-. SV47rIW�3E a� i z::i'c : X ROOM OCCUPANT LOAD PER SECTION 1004 �... o-------)=1, ' ,anr e (XX) ACCUMULATIVE OCCUPANT LOAD ,w,. �$ :> _ ( ) ' ie 1 -C �r. .l TiO 1,,,i,o t. ', H a, - i` E.vTltMddR < SIGN w/INTEGRATED DIRECTIONAL ARROW A ' WHERE OCCURS AT ALL EXITS,EVERY 100'IN O • -- N Ir °N /'' ' ;' ., CORRIDORS,AND IN SPACES WHERE 2 MODES OF ° �""" \;:11.,,;:j, ,. EGRESS ARE REQUIRED PER SECTION 1011. (REFER TO =" , �.' ELECTRICAL DRAWINGS FOR MORE INFORMATION). I ( I I DRAWN BY: PDK ` y h i ew.v \ + . ' POCHE INDICATES"EXIT"TEXT SIDE OF SIGN. SIGNS 1 1 1 I 173'-4" 1 i DATE ISSUED: 12.19.13 . r{ ' ,._.... 4 .: Rte` ... 3: � g L ' '. .,, SHOWN IN CORRIDORS ARE CEILING HUNG. SIGNS / / N ', ,Pra6uelD A � V , ,. *.io �t .a ,,,,, x, v, SHOWN ON WALL ARE WALL HUNG. 1 2 al al 5 6 7 8 9 10 ® § s - E REQUIRED EXIT N N I. VICINITY Y MAP ��/ ��OF WORK BOUNDARY -i. OVERALL CODE ANALYSIS PLAN SECOND FLOOR SCALE: NOT TO SCALE SCALE: 1/16"= 1=0" T1 1 A001 SHEET: °i LRS Architects,Inc.®2013 & l_V I SUSPENDED CEILINGS GENERAL NOTES - OREGON STATEWIDE . Limns PART I. SUSPENDED CEILINGS FOR NEW CONSTRUCTION 12.The vertical strut may be EMT conduit,metal studs or a proprietary compression post.(See table below) PART III. UPGRADING OF EXISTING CEILINGS (OPTIONAL ARCHITECTS Referenced Sources Per Hierarchy Maximum recommended lengths for vertical struts: EQUIVALENCY) 720 NW Davis 503.221.1121 it 1.(OSSC)2010 Oregon Structural Specialty Code(basded on 2009(iBC)International Building Code) EMT conduit Max.Length Confirm acceptance with local jurisdiction. Suite 300 503 221.2077 0 along with State Code Interpretation for Section 1613.1 &ASCE 7-05 Section 13.56,effective July 1,2010. 1/2"EMT conduit 5'-10^ 2.American Society of Testing Materials.(ASTM C 635,ASTM C 636) 3/4"EMT conduit 7'-8" A. Ceilings without Seismic Bracing. Portland OR 97209 www.lrsarchitects.com Con 3.American Society of Civil Engineers(ASCE 7.05). 9 4.Ceilings and Interior Systems Construction Association.(CISCA) 1"EMT conduit 9'-9" Where existing ceilings are without seismic bracing,the ceiling system shall be brought into substantial compliance with current 5.Northwest Wall and Ceiling Bureau,Suspension Systems for Acoustical Lay in Ceilings-Technical Bulletin 401-Revised 4/07. code requirements(including compression struts at the center of the splayed wire,attachment of slack wires form light fixtures (NWCB TB401) Metal studs Max.Length and air terminals to the structure,etc.)when a substantial amount(50%or more)of the ceiling tile is removed,altered or Single 1 5,8"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 A. General Compliance with the IBC Back-to-back 1 558"metal stud(20 gage) 15'-0" requirement does not trigger the need for a closure angle. These upgrades are not required when: �`,�° Single 2 1/2"metal stud(20 gage) 13'-6" 1.Removing portions of tiles or panels and/or grid to alter ductwork,sprinkler pipe,etc. , 1.Code and Standards Options: 1/2" � " Back-to-back 21/2 metal stud(25 gage) 15-0 2.Lateral bracing and fixture attachment will not be required when portions of a ceiling are removed only to facilitate the '' ��ii.. a.Ceiling systems designed for appropriate forces,or 3645 r�" installation of sprinkler piping. t'�► b.Prescriptive construction for suspended ceiling systems is only allowed in buildings with a seismic importance factor of 1.0,in Note:plenum areas greater than 15'-0"require engineering calculations. , T ''4 ' L. NIXON A occupancy categories I and II,per Chapter 16 of the IBC,and as provided below: B. Ceilings without Compression Struts. '7 1)In Seismic Design Category C,construction in accordance with Oregon standard for seismic zones 0-2. C. Wall Moldings (See details 2, 6 and 9 on sheet A102 • • 2)In Seismic Design Categories D through F,construction in accordance with CISCA standard for seismic zones 3 and 4 with Where existing ceilings have seismic bracing but do not have compression struts at the center of the splayed wires,the addition y• " LAND, 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 required when and where the grid is replaced,altered,raised or lowered. O CISCA standards: 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: a, G a)Ceilings with interstitial spaces less than 12 inches to framing are not required to have lateral force bracing,and ASCE 7-05 section 13.5.6.2.2 item b) The diagrams included with this guide are intended to help clarify for the user some of the requirements specified in the guide. OF (\ b)"Shot-in-anchors"when used as part of the prescriptive path in Seismic Design Categories D,E,&F shall have an ICC-ES These diagrams are not design or construction documents and are intended only to illustrate some of the technical aspects of OF V approval for seismic applications and overhead installations and shall require"special inspection"irrespective of the type 2. Where substantiating documentation has been provided to the local jurisdiction,perimeter clips may be used to satisfy the the guide. of"occupancy category"the structure is in. requirements for the 2-inch closure angle.(see details 3 and 9 on sheet A102) 2.Northwest Wall&Ceiling Bureau-Technical Bulletin 401 (NWCB TB 401).(SEE PART II). 3. The grid shall be attached at two adjacent walls(pop rivets or approved method).Soffits extending to a point at least level with 1 the 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 equivalent to walls. CONSULTANT: In structures classified as occupancy category I or II,suspended ceilings installed in accordance with the prescriptive provisions of (REGIONAL TERMINOLOGY MAY VARY) NWCB TB 401 are interpreted to comply with the IBC requirements.Part II of this document represents the majority of the NWCB TB 4. There shall be a minimum 3/4 inch clearance from the end of the grid system at un-attached walls.(Source:ASCE 7-05 401. section 13.5.6.2.2 item b NWCB TB 401 contains information compiled together from different applicable documents such as ASCE Standard 7-05,IBC 2006, b) CLOSURE ANGLE!MOLDING ASTM Standard C635 and CISCA.It is available at the following intemet address: A metal angle or channel fastened to the perimeter wall or partition to support the perimeter ends of an acoustical ceiling http://www.nwcb.org/ D. Spreader Bars (See detail 6/A102) grid. 1. Spreader(spacer)bars shall be used to prevent the ends of the main beams and cross tees at perimeter walls from spreading CROSS TEES The following shall be applicable In addition to the requirements contained in NWCB TB401: 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 cross runners or cross T-bars. a.Lateral force bracing is required for ceilings over 1000 square feet. DIFFUSER b."Shot-in-anchors"when used as part of the prescriptive path in Seismic Design Categories D,E,&F shall have an ICC-ES 2. Spreader bars are not required at perimeters where runners are attached directly to closure angles. A circular or rectangular metal grill used for the passage of air from a ducted system. approval for seismic application and overhead installations and shall require"special inspection"irrespective of the type of ESSENTIAL SERVICE BUILDiNGS "occupancy category"the structure is in. 3. Wire tying is an acceptable altemative to spreader bars. Any building designed to be used by public agencies as a fire station,police station,emergency operations center,State Patrol office,sheriff's office,or emergency communication dispatch center. 3.Shake Table Testing and Qualification by Experience Under the 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 a.Effective under the adoption of the 2006 IBC,the following two additional options will be available based upon ASCE 7-05 The main beams and cross tees of the suspension system. Sections 13.2.5 and 13.2.6: 5. Where substantiating documentation has been provided to the local jurisdiction,perimeter dips may be used to satisfy the HANGER WIRE requirements for spreader bars. 10 or 12 gage soft annealed wire used as primary support for the grid system. Also called suspension wires. 1)Shake table testing of components and their supports,to determine their seismic capacities,in accordance with ICC LATERAL FORCE BRACING Acceptance criteria 156.{Section 13.2.5 of the ASCE 7-05}.or The bracing method used to prevent ceiling uplift or restrict lateral movement during a seismic event. Lateral force bracing 2)Seismic qualification by experience data based on nationally recognized procedure.{Section 13.2.5 of the ASCE 7-05.}, E. Hanger(Suspension)wires (See details 1, 5 and 11 on sheet A102) consists of vertical struts and splay wires. MAIN BEAM 1. Hanger and perimeter wires must be plumb within 1 in 6 unless(see detail 5/A102)counter sloping wires are provided.(See The primary suspension member supported by hanger wires,also known as the main runner,carrying tee,carrying runner or 4. Suspended ceiling systems in structures classified as Occupancy Category III and IV,shall be required to be"Engineered Design" detail 1 /A102)(Source:ASTM C 636 section 2.1.4) as designed and certified by an Architect or Engineer in the state where the project occurs,and shall be required to have periodic mains. special inspection of the anchorage to the structure in Seismic Design Categories D,E,and F,in accordance with the provisions of PERIMETER WIRES 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) Hanger wires placed within eight inches of the surrounding walls. the current effective edition of the iBC adopted by the AHJ. PLENUM 5. See PART Ill for optional equivalency for upgrading existing suspended ceiling systems.Part III may be allowed with the approval of 3.Arty connection device at the supporting construction shall be capable of carrying not less than 100 pounds.(Source: The space above a suspended ceiling. the Authority Having Jurisdiction. CISCA zones 3-4) SLACK WIRE A 12 gage wire that is not tight or taut. 4.Powder driven shot-in-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 WIRES • (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 II. NWCB 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.Trapeze suspensions shall be a minimum of back-to-back 1 1/4 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 cold-rolled channels for spans exceeding 48 inches.(Source:CISCA zones 3-4) Incorporation of this document will provide a more uniform standard for installation and inspection.NWCB 401 is designed to accomplish the intent of the International Building Code(IBC)with regard to the requirements for seismic design category D,E and F. Electrical Fixtures (See details 8 and 13 on sheet A102) PROJECT NUMBER: 213285 F for suspended ceilings and related items.Unless supported by engineering,the suspension system shall be installed per the 1. Light fixtures weighing less than 10 pounds shall have one 12 gage hanger wire connected from the fixture to the structure requirements for Seismic Design Category(SDC)D,E and F per the IBC.Manufacturers'recommendations should be followed. above.This wire may be slack.(Source:CISCA seismic zones 3-4) A. General Recommendations 2. Light fixtures weighing more than 10 pounds and less than 56 lbs.shall have two 12 gage wires attached at opposing One Embassy Centre 1. Partitions corners of the light fixture to the structure above.These wires may be slack.(Source:CISCA seismic zones 3-4) Loan Star Partitions that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the structure. Bracing shall be independent of the ceiling splay bracing system.For further information on bracing of non-load bearing 3. Light fixtures weighing more than 56 lbs.shall be supported directly from the structure above.These wires must be taut. partitions,refer to NWCB technical document#201.(ASCE 7-05 item 13.5.8.1.) (Source:CISCA seismic zones 3-4) Home ending 2. Main Beams 4. Pendant mounted fixtures shall be directly supported from the structure above using a 9 gage wire or an approved alternate All main beams are to be Heavy Duty(HD).(ASCE 7-05 item 13.5.6.2.2a) support without using the ceiling suspension system for direct support.(Source:CISCA seismic zones 3-4) 9020 SW Washington 3. Deflection Limits 5. Tandem fixtures may utilize common wires. Square Road All cross tees shall be capable of carrying the design load without exceeding deflection equal to 1/360 of its span.(CISCA Suite 250 zones 3-4) G. Mechanical Services Tigard, OR 97223 1. Terminals or services weighing 20 lbs.but not more than 56 lbs.must have two 12 gage wires connecting them to the ceiling 4. Weight Limitations system hangers or the structure above.These wires may be slack.(Source:CISCA seismic zones 3-4) These recommendations are intended for suspended ceilings including grid,panel or tile,light fixtures and air terminals weighing no more than 4 lbs.per square foot. (ASCE 7-05 item 13.5.6.1) 2. Terminals or services weighing more than 56 lbs.must be independently supported directly from the structure above.These wires must be taut. (Source:CISCA seismic zones 3-4) 5. Wire lies All wire ties are to be three tight turns around itself within three inches.Twelve gage hanger wire spaced 4 foot on center(see H. Seismic Separation Joints (See detail 4/A102) detail 1 /A102). (ASTM C 636 item 2.3.4) 1. For ceiling areas exceeding 2,500 square feet,a seismic separation joint or full height wall partition that breaks the ceiling shall be provided unless analyses are performed of the ceilings bracing system,closure angles and penetrations to provide 6. Ceiling Plane Changes sufficient clearance.(Source:ASCE 7-05 item 13.5.6.2.2 d) Changes in ceiling planes require positive bracing. (ASCE 7-05 section 13.5.6.2.2. Item t) 2. The layout and location of the seismic separation joint shall be per the designer of record and noted on the plans.If a seismic separation joint is required by the designer,the designer may use the generic joint detailed in this document or a B. Lateral Force Bracing (See detail 1 /A102 and maximum recommended lengths for proprietary joint.The amount of free movement(gap design)shall be a minimum of 3/4 inch. vertical struts table) 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. Ceilings constructed of lath and plaster or gypsum board,screw or nail attached to suspended members that support a ceiling or soffits as described below: on one level extending from wall to wall shall be exempt from the lateral force bracing requirements.(Source:CISCA zones a.Partitions 3-4) Where used,partitions shall extend a minimum of 6 inches above the level of the plane of the grid and shall be I independently braced to the structure above. ' 2. Lateral force bracing is the use of vertical struts(compression posts)and splay wires.(See detail 1/A102) b.Soffits a Soffits shall extend to a point at least level with the bottom plane of the grid and shall be independently supported and 3. Lateral force bracing is required for ceilings over 1000 square feet and not required for ceilings less than 144 square feet laterally braced to the structure above.(Detail 10/A102) SHEET TITLE: 1 provided they are surrounded by four walls and braced to structure. N 4. Other than partitions and soffits,seismic joints may not be used as part of a fire rated ceiling assembly unless substantiating Suspended Ceiling 4. Lateral force bracing shall be 12 feet on center(maximum)and begin no farther than 6 feet from walls.(Source:CISCA documentation is provided. seismic zones 3-4) and Light 2 I. Sprinklers 5. Seismic splay wires are to be four 12 gage wires attached to the main beam.Wires are arrayed 90°from each other and at an 1. For ceilings without rigid bracing,sprinkler head penetrations shall have a 2 inch oversize ring,sleeve or adapter through the Installation Guide angle not exceeding 45°from the plane of the ceiling.(Source:CISCA seismic zones 3-4) ceiling tile to allow free movement of at least 1 inch in all horizontal directions.Flexible head design that can accommodate 1 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 inch free movement shall be permitted as an alternate.(Source:ASCE 7-0513.5.6.2.2.Item e) not less than 200 pounds or the actual design load,with a safety factor of 2,whichever is greater(see detail 12/A102). (Source:CISCA zones 3-4) E g7. "Powder driven shot-in-anchors"when used for seismic application as part of the prescriptive path in Seismic Design DRAWN BY: LRS . Categories D,E and F shall have an ICC-ES approval for seismic applications and shall require"special inspection" irrespective of the type of occupancy category the structure is in.Anchors for kicker wires(splayed wires installed for purposes DATE ISSUED: 12.19.13 other than seismic restraint)are exempt from this requirement. co U 6 8. Splay wires are to be within 2 inches of the connection of the vertical strut to suspended ceiling.(Source:CISCA seismic 0 C zones 3-4) 1 1 9. Rigid bracing may be used in lieu of splay wires.(Source:ASCE 7-05 section 13.5.6.2.2) M 10.Ceilings with plenums less than 12 inches to structure are not required to have lateral force bracing. 11.Vertical struts must be positively attached to the suspension systems and the structure above.(Source:CISCA 3-4) I SHEET: A002 E LRS Architects,Inc.0 2013 o_ t LINN IIIIIINS • WALL MOLDING ARCHITECTS p 720 NW Davis 503.221.1121 Suite 300 503 221.2077 ID Portland OR 97209 www.Irsarchitects.com WALL' . 1� 't{- MIN.45° L ' O 4 MIN.45° © .o / \,,1\ '• ® ` . ` SEISMIC SEPARATION JOINT e� C 4 \��� �I / WIRES E SPLAYED BRACE • Q �� ®/ PER MANUFACTURER "' 3645 C 'Altsi.45° `‘--,.:- . I MIN.45° / PATf iC L. NIXON� ° ° ° : J, AND, OR . . i' i p 7/n °, 3 OF 0 MAX.TYP. N e o- - -o o s r �� • -0 i1 i 21 ° 1= -m1 a a-� rs er a = es a gsga a� ffermzsso o �,-a-x5-2-er-m-b-0- 3% � • 4 cq 9 N ■ MIN. Q ° ` (�OS� ;3/4"jt, - CONSULTANT: o Etij � . \ ° 1 MIN • .o FLANGE • a POP RIVET 1. LATERAL FORCE BRACING 2. ATTACHED END OF GRID WALL MOLDING 3. ATTACHED WALL MOLDING ALTERNATE 4. SEISMIC SEPARATION JOINT SECTION SCALE: NTS SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" 12'-0"OC EACH WAY SEPARATE SUPPORT PIPES, / /CONDUITS ETC,SECURE ALL HANGERS TO BUILDING #12 WIRE @ 4'-0"OC #12 WIRE @ 4'-0"OC STRUCTURE.TRAPEZE 2"WALL MOLDING / 6'-0"MAX / OR#10 WIRE @ 5'-0"OC /OR#10 WIRE @ 5'-0"OC/AROUND DUCTS AND OTHER LARGE DESTRUCTIONS. SCREW 8"MAX / / / BUILDING STRUCTURE /_WALL ] i E 90. (1)„ _ c,o& 00 >.< /kitp,,• k. __0_ . \ .:0-A:s 4, .A, \ .z.N.-\--k . SECURE ALL HANGERS TO ` � 4, . 1 k v, 1,0 ,y. 0 \ sl BUILDING STRUCTURE. � .off 1 � \ frERALBRACING©12O" TRAPEZE AROUND DUCTS a HIGH-HAT LIGHT FIXTURE PROJECT NUMBER: 213285 O.C.EACH WAY,MAIN AND OTHER LARGE B°mow / RUNNER TO STRUCTURE. OBSTRUCTIONS "H' LIGHT FIXTURE SUPP�'T BEGIN BRACING WITHIN 6'-0" STRUCTURE WIRE TO OF PERIMETER AND 2"FROM One Embassy Centre• CROSS MEMBER X.I.,, VECTOR C EILING PANEL EXPOSED TEE COUNTERSLOPE HANGERS IF SPREADER BAR ADDITIONAL HANGERS AT ALL MORE THAN 1:6 OUT OF © � OR OTHER SUITABLE SYSTEM FLEX HEAD SPRINKLER GRID SYSTEM LOanStar MEMBERS WITHIN 8"OF PLUMB � " itt REQUIRED TO KEEP Home Lending PERIMETER WITH SUPPORT COMPRESSION STRUT 2' ' 314 ft PERIMETER COMPONENTS EXPOSED TEE GRID SYSTEM WIRE @ 1:6 SLOPE AT 12'-0"OC EACH WAY MIN. , MIN.AT ` • FROM SPREADING APART O 11111 UNATTACHED • , i • ,i SPREADER BAR BETWEEN WALLS o 0 0 ° oo o00o Io o ,o ° �' o o . — — o 0 0 0 0 0 0 0 0 0 - c o � o d o c 9020 SW Washington ��� I y - - - - o Square ALL MEMBERS AT ATTACHED �` T '. __ __ re Road SIDE Suite 250 5. SEISMIC CEILING ASSEMBLY SECTION 6. UNATTACHED WALL MOLDING 7. ALTERNATE SPRINKLER PENETRATION SECTION 8. LIGHT FIXTURE SECTION- LESS THAN 56 POUNDS Tigard, OR 97223 SCALE: NTS SCALE: 3"=1'-0" SCALE: NTS SCALE: 3"=1'-0" 1 3/gM SLACK WIRES //� PROVIDE SUPPORT FROM /-� STRUCTURE HANGER WIRES A�y EX_ ISTIN STRUCTURE 1 �` SLACK WIRES ATTACHED T BUILDING STRUCTURE � HANGER WIRES I //2 6 � LIGHT FIXTURE � < (3)#8 SCREWS @ GLB(1)#8 CEILING CLIP /C10� A102 REWS 2X PURLINS 20 GA,6"MTL.STUDS W/1 SC @ 3/8"FLANGES CONT. ►�� ►;,', ►;;� 3 TURNS .2 4 0 GA.31/2"MTL STUD W/ p �� "' 13/8"FLANGE BRACE @ 8'-0" _ , (2)#6 SCREWS TYP.AT EACH VERTICAL HANGER WIRE SHEET TITLE:O.C.W/(3)#8 SCREWS AT EA. .Q , STUD. END ATTACHMENT / sus ended Ce►l�n< E �ti' 11. VERTICAL HANGER WIRE ATTACHMENT p g N Q MTL.STUDS @ 24"O.C. SCALE: 3"=1'-0"� �>C Details ® 0, ���� PROVIDE SUPPORT FROM 1,1,T �` STRUCTURE % 20 GA.TOP&BOTTOM __ METAL TRACK UNATTACHED 45 DEG W .• GYP BOARD BUILDING STRUCTURE 6 DRAWN BY: LRS , STEEL STRAP 1"WIDE X 2" �' X102 $CEILING HEIGHT AS NOTED =____—_-- -- ______________ DATE ISSUED: 12.19.13 —� LONG x 12 GAGE MINIMUM 3 TURNS w6" VERIFY I SYSTEM SPLAYED CEILING SPLAYED SEISMIC WIRE BRACING . 5 9. TYPICAL CEILING GRID LAYOUT PLAN 10. SOFFIT SECTION 12. SPLAYED SEISMIC BRACING WIRE ATTACHMENT 13. FIXTURE SUPPORT SCALE: NTS SCALE: 1-1/2"= 1-0" SCALE: 3"=1'-0" SCALE: 3/4"=1'-0" .1 A003 ISHEET: ,' E LRS Architects,Inc.®2013 c -E. . L..rws 0 1.9 ® 0 4 0 ARCHITECTS I ; ; 720 NW Davis 503.22t1121 T j I Suite 300 503 221.2077 D Portland OR 97209 www.Irsarchitects.com SCOPE OF WORK 7 ----t-- 4cci3s9 ______ _ ____________,___ _ _ ______,_ a "--3-1. '� 3645 w'� i 1.., .1 .e L J wf l ;■ PA r r' L. NIKON CI i r-I1' ' r-1 r-I r- ; i ij I G — '� 101 i 0 Ir.) 0101 j( 1 r----..--..-_-- .....-_ s • LAND,AN I . r � — 114141) 4 I----- i — 1IJ.---------- 0.../` ------- ----- i OF 0 1 CHI --- III r-I r1 r-I r LI ri I' j III 101 10 h71 101 j 101 ii l _1 lii ,i=',.., .......................... .._.._._..........I I��I Ir)I 1.J 0 101 101 / ID : ..._._._,__ I 2 CONSULTANT. • ..., LJ I LJ O8 I� LJO LJ I 2 1�J1 Lrl 'I) t M*O L J I�_� ATRIUM I I I r, I I I �A : l BELOW is ItIC) \. r-1 o p 1 i r1 j r-1 r1 r1 i r1 1-1 I i 1 01 ® j I 1 i 1 j i j I0�I 101 101 O Q 101 101 L 1 �' L L + L L L �LJ LJ : - . . . :L 0 ---------- Y ---- — j - - t —�— — _ — 1 � r1 I r� , 1-1 7 11 r� 6 _ 1-1 _ 0r Hit_J I LJ I '� � I LJ Iaa I( 1 I I L _...... - L LJ' LJ LJ l Fi r i®11 ;. , 1 r .I i i \ L J ._ I EXISTING ING — i' r r 1 r 1 1 ! BUILDING� 101 101 101 II 1 CORE J L J L J L J 1Q'Y . PT _ _r, 1 1i I 101 i I 40 -_ __-_—_ —_ice —_—_—_—__-_ —_—_—_ —_—_—_—_— —_—_—_—_—_—_—_—_ —_I �_—__ — — ?I j; I i i 3 1 0 0 I I I i I 1 71 I i __M* Y ' - - I - - i L__ 4,r.1 N I I I I I I PROJECT NUMBER: 213285 D - - , - = - - - — I � I 1 - i; j � O ne E mb assy Centre e- I LoanStar Home Lending 9020 SW Washington N Square Road Suite 250 9. EXISTING CONDITIONS AND DEMOLITION FLOOR PLAN Tigard, OR 97223 SCALE: 1/8"= 1=0" LEGEND DEMOLITION NOTES KEY NOTES - DEMO PLAN EXISTING WALL TO REMAIN 1. WAIVER OF EXISTING CONDITIONS:EXISTING ITEMS AND 7. ABANDONMENT OF EXISTING ELECTRICAL WORK:ALL 10 ITEMS INDICATED BY SCREENED(GRAY-TONE)LINES ARE CONDITIONS INDICATED IN CONTRACT DOCUMENTS, ABANDONED HIGH-VOLTAGE AND LOW-VOLTAGE WIRING EXISTING CONSTRUCTION TO REMAIN(TYP) DEMOLISH EXISTING WALL INCLUDING BUT NOT LIMITED TO PROPERTY BOUNDARIES SHALL BE REMOVED-NON-TERMINATED WIRING IS NOT AND RESTRICTIONS,EASEMENTS,TOPOGRAPHY,SOIL PERMITTED.ALL ABANDONED CONDUIT TO BE CAPPED. 02 EXISTING INTERIOR PARTITION TO BE REMOVED(TYP) DEMOLISH EXISTING ELEMENT AS NOTED CONDITIONS,STRUCTURES,AND UTILITIES,ARE NOT WARRANTED TO THE CONTRACTOR BY THE ARCHITECT AND 8. PROVIDE AND MAINTAIN SAFETY BARRICADES AROUND ® EXISTING INTERIOR DOOR/FRAME/HARDWARE TO BE J EXISTING PARTITION OWNER. AREA OF WORK TO MAINTAIN PUBLIC SAFETY. PROVIDE AND SALVAGED AND RE-USED (TYP)- SEE NEW FLOOR PLAN MAINTAIN SHORING OF STRUCTURE AND PROTECTION FROM X HVAC SUPPLY 2. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO WEATHER DURING DEMOLITION AND NEW CONSTRUCTION. O4 EXISTING INTERIOR GLASS RECITE AND FRAME TO BE BEGINNING WORK. NOTIFY ARCHITECT OF DISCREPANCIES. SALVAGED AND RE-USED(TYP)- SEE NEW FLOOR PLAN 9. REMOVE EXISTING FLOORING&BASE THROUGHOUT AREA / HVAC RETURN 3. CONTRACTOR RESPONSIBLE FOR LOCATING AND OF WORK UNLESS OTHERWISE NOTED. 05 EXISTING CASEWORK TO BE REMOVED I, PROTECTING ALL ABOVE AND BELOW GRADE SITE UTILITIES. VERIFY LOCATIONS WITH LOCAL PUBLIC WORKS DEPT.AND! 10. PROTECT ALL ADJACENT AREAS DURING DEMOLITION& 0 EXISTING COLUMNS AND SURROUND TO REMAIN SHEET TITLE: i I—7-1 EXISTING LIGHT FIXTURE TO BE RELOCATED PER NEW RCP OR UTILITY SERVICE PROVIDER(S)AND NOTIFY OWNER. FROM DUST AND TRASH INTRUSION. L.t"'_` _1 07 EXISTING RECESSED LIGHT FIXTURE TO BE RE-LOCATED Demolition EXIT SIGNS(W/INTEGRAL ARROW WHERE OCCURS) 4. COORDINATE THE INTERRUPTION OF SITE UTILITIES WITH THE RESPECTIVE SERVICE PROVIDER(S)AND NOTIFY 11. REMOVE&SALVAGE DOORS,FRAMES,&RELITES FOR REUSE. (TYP) - SEE NEW REFLECTED CEILING PLAN 5 OWNER. O EXISTING HVAC FIXTURE TO BE RE-LOCATED(TYP) - SEE Floor Plan BELOW ITEMS SHOWN FOR REFERENCE ONLY 5. NOTIFY THE OWNER AND BUILDING TENANTS OF UTILITY 12. REMOVE BLINDS&WINDOW COVERINGS FOR REUSE.CLEAN AND REINSTALL PRIOR TO JOB COMPLETION.REPAIR NEW REFLECTED CEILING PLAN SERVICE INTERRUPTIONS A MINIMUM OF 48 HOURS IN AND/OR REPLACE ANY MISSING AND/OR DAMAGED S SWITCH ® SPECIAL OUTLET ADVANCE. WINDOWCOVERINGS TO MATCH EXISTING AS NEEDED D. DATA OUTLET (SEE KEYNOTES) THROUGHOUT ENTIRE AREA OF WORK. ® THERMOSTAT 6. COORDINATE DEMOLITION WITH NEW WORK:COORDINATE DUPLEX OUTLET DEMOLITION WORK WITH NEW WORK INDICATED IN 13. CEILING CONFIGURATION TO REMAIN UNLESS OTHERWISE ® BLANK OUTLET CONTRACT DOCUMENTS-SEE ADDITIONAL DRAWINGS FOR NOTED. QUAD OUTLET ADDITIONAL INFORMATION. DRAWN BY: PDK 1 FLOOR DUPLEX/DATA DATE ISSUED: 12.19.13 FEC FIRE EXTINGUISHER CABINET 14. REMOVE AND SALVAGE FIRE EXTINGUISHERS&CABINETS FE FIRE EXTINGUISHER FOR REUSE. J 3 FA a 2 A201 SHEET: w LRS Architects,Inc.®2013 .i n N_L E i. 0 1.9 • 0 4 0 0 1.9 • © 4 0 ARCHITECTS I ! I 1 X I I 71-8" i i 720 NW Davis 503.221.1121 1 11,-0" 10'-10" 9'-10" 20'-0" 20'-0" Suite 300 503 221.2077 t I 11'-2" / - 5'-2" i I t Portland OR 97209 wwwirsarchitects.com• ! I 1 I I r I 1 i I I 1 i - - -t- - - - - -� - - - - j I j - - ___ — - -� — — — i a _ . _ n j L d 1 ' 44S.*CC3%9 % l•: I € I I I I 7 I :.I A 10 '� 3s�5 SCOPE OF WORK I ' I SCOPE OF WORK " O I " `� �... 301 ' I i I1 PAT .0 L. NIXON•i I 1 ! I ! 1.. .4 6 _ c: w I OFFICE: ;.. I}; I I OFFICE! s I I OFFl2 8 I I i 217 OFFI ; CONFERENCE I OFFICE — OFF/C CONFERENCE r- 7 — a ;2 219 �1' - 216 — — -1J 219 — u .: :i s frrr li.,„ 0 _4_, , , ,,...„,..„, ,,, ,,, ,.f; �i I � i It _ . , .. ___ 1 , , , ,, 1 , „ 4, OF eW : _............. = Iii 10 { i I I HLE I II U E' __.,,, _.,„...,._, . ,, i S • ' I.' I Ch fY 4f Ii I , . . ; . . . _ ,,: _'..._... -�... . . ..� :... __ _:.__. a:.. _ _ _.._ . _ 01/2 5 11 1/2 5 6• SMALL: : : HALLWAY SMALL 4 HALLWAY I I 1 ro_ 221 °° 22 o C io I ' , _ �` in um MEETING I : I I I I .- _..... ........_. MEETING CONSULTANT. /1 i OI 215. f 215 ©o CV _ I Q ., 1 / I® I I I A: I � � OPEN TO ! I I I I I - 0 N I f--, : _._... . � � C�, �.F.., I � 301 ATRIUM '_,..._ :.. ATRIUM 7 I 7 ( I OFFICE I 3R I BELOW {E OFFICE I I 1 — c? I BREAK I BELOW ! I ! j! I 220 I ( i :I 214 j V—f— — — — -�- — — — —I o j ROOM A r"9 i ' ' I s s LJ O — EN I+ii 222 - jam; °-- w /in 0 ' In 0 i 1 e.'t<, air ..,....: OFFICE����_. fm } : :... .-.`�.j fo _ } iEZ PTJON I r— , t FAX 301 1 0 4 OFFICE 201 OFF/CEO 201 0 0 . . . „I 213 }.... to =• 213 4 `+� O ®••— — — — — F — = — — — — — — — — — — — — — — — A — 7 7 7 II I I I i t IT: ' • -I : +--- -÷,-- : .---F, ;----4-A) i ' ' € - i � - T . , � I I 1 f..* 1..r,,,.. v_.,(iis ._,W_ d°.w_._.__ _._-_, -37.-6-,.- -6 0 3- Q ,. ........ a " 3 • I - 8-0 3 6 13 3 m 10 13-61/2 10 I (E , • a E' OFFICE ' ' , I I OFF/CEI M O O � ' .__ : . . L AY i i f r--- , 4 �f 212 — - --- _ n, 212 . . ^', — -- I• I B t �t 1 ,_ " " " I i HA W WA L Y i r i k OPEN s ,; I i OPEN f j '� s :� ! !OFFICE r �'I t , I C� s I !OFFICE _ – r� sl OFFICE o €; !• I lrJ M m m �` ■ m: ! I I 2 N OFFICE s I I ' i� 208 OFFICE 204 OFF/CE EXISTING �'4 s `' 208 s s OFFICE i € ,.3 OFFICE 204 t EXISTING 3 t 2115 2�3 __,_ . _p_,�_,_�_ ., _,_,_.° ._�� . co 7 205 . h i s ! } s © I I I BUILDING I I 4 O ©� I lO� FILE I ji ti 1 s I! �� I I �.. 203 1 BUILDING• • I QFFE I! I s I I !I ! I i CORE HL OFF/CE I s I '' _ CORE I I: i 211 S �€I I II °•I I I , I —u I_ _ .._... . .4 . .�..�.,.M... ....... .. _ :... . _. . a LAN ® ; j j RK I f NI S. rN c ,I i G 3 2 ;— f00tiI I; j n L v ' I ;T `--� I I / I 207 / i I I WORK I { ' I 207 I I ! I I I I ROOM `� I I t $ x 8 oFFicE I . ._....-..w_._._ _.. it I I OFFICE I a_._°,_._d`_�m.°�___a_.d_. _°.�.._ I € : ,; :i X210 ; -.., g ' Fl20 1 -r— I�. s : : c , ,i j }...._ -..-,... PROJECT NUMBER 213285 4 -4_-- 2,1 1.4-, , .____Li. ._._i;.!!_.!!_!!!_i_.,!!!.;!!!........;!!!tri-4s—r- D . . I j C i I • ! One Embassy entre 2 7" 5 5 1/2 1/2 J — - 2 -0 - 12- I -3 i . LoanStar EXISTING FIRE-RATED STAIR ENCLOS URE TO Home Lending EXIT AT GROUND FLOOR 9020 SW Washington N N Square Road Suite 250 2. REFLECTED CEILING PLAN 1. FLOOR PLAN Tigard, OR 97223 SCALE: 1/8"= 1.-0" SCALE: 1/8"= 1'-0" RCP GENERAL NOTES KEY NOTES - RCP LEGEND FLOOR PLAN GENERAL NOTES KEY NOTES - FLOOR PLAN EXISTING PARTITION BELOW ITEMS SHOWN FOR REFERENCE ONLY 1. ALL ELECTRICAL WORK IS DESIGN BUILD-EXISTING&NEW O ITEMS INDICATED BY SCREENED(GRAY-TONE)LINES ARE 1. EXISTING DIMENSIONS ARE TO FACE OF FINISH UNLESS O ITEMS INDICATED BY SCREENED(GRAY-TONE)LINES ARE LIGHT FIXTURES SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONSTRUCTION TO REMAIN(TYP) NEW BUILDING STANDARD PARTITION S SWITCH OTHERWISE NOTED. ADVISE ARCHITECT OF ANY EXISTING CONSTRUCTION TO REMAIN(TYP) EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES DISCREPANCIES PRIOR TO CONSTRUCTION. TO ARCHITECT. SUBMIT ELECTRICAL PLANS TO ARCHITECT O EXISTING 2X4 RECESSED FLUORESCETNT FIXTURE TO DOOR FRAME&RELITE TYPES P DATA OUTLET/2 CABLES ® TYPICAL INTERIOR PARTITION-SEE WALL TYPES AND 5/A302 FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN&RESTORE REMAIN(TYP) (SEE 9/A301) ■ WALL PHONE AT 42"AFF/1 CABLE 2. ALL ELECTRICAL WORK IS DESIGN BUILD-ALL ELECTRICAL ALL LIGHTS TO WORKING ORDER PRIOR TO JOB D DATA DROP AT COUNTER HEIGHT OUTLETS,DATA&SWITCHES SHOWN FOR REFERENCE O NOMINAL 3'-0"W.X 8'-0"H.TYPICAL OFFICE DOOR TO MATCH COMPLETION. O3 EXISTING HVAC REGISTER TO REMAIN(TYP) p ONLY. VERIFY EXISTING CONDITIONS. SUBMIT ELECTRICAL BUILDING STANDARD-RE-USE EXISTING DOORS AND /2 CABLES 2X4 ACOUSTICAL SUSPENDED CEILING PLANS TO ARCHITECT FOR REVIEW PRIOR TO FRAMES WHENEVER POSSIBLE.PROVIDE ADA LEVER 2. ALL MECHANICAL WORK IS DESIGN BUILD-EXISTING&NEW RELOCATE EXISTING OR PROVIDE NEW 2X4 RECESSED DUPLEX OUTLET CONSTRUCTION. HANDLES(TYP)• DIFFUSERS SHOWN FOR REFERENCE ONLY. VERIFY FLUORESCENT LIGHT FIXTURES AS INDICATED,MATCH u HVAC SUPPLY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES EXISTING(TYP) / \ QUAD OUTLET 3. PATCH AREAS ADJOINING AND/OR ADJACENT TO INTERIOR TEMPERED OFFICE RELITE AND FRAME TO MATCH TO ARCHITECT. SUBMIT MECHANICAL PLANS TO ARCHITECT DEMOLITION WORK TO MATCH EXISTING AND/OR NEW EXISTING BUILDING STANDARD-RE-USE EXISTING FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN ALL 5O RELOCATE EXISTING HVAC REGISTERS AS INDICATED. HVAC SUPPLY FLOOR DUPLEX/DATA CONSTRUCTION. WHENEVER POSSIBLE(TYP) DIFFUSERS PRIOR TO JOB COMPLETION. REBALANCE SYSTEM / HVAC RETURN SHEET TITLE: .f' N NEW 4. SOUND CAULK ALL WALUGLASS&WALL/MULLION JOINTS. 5O PARTIAL HEIGHT WALL-SEE WALL TYPES AND i 3. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING, O PROVIDE EMERGENCY MEANS OF EGRESS ILLUMINIATION TO REINFORCEMENT DETAIL-CONTRACTOR TO VERIFY HEIGHT Floor Plan SMOKE DETECTION&SPRINKLERS TO ARCHITECT FOR A MIN.LEVEL OF 1-FOOTCANDLE(II LUX)USING LITHONIA EXHAUST FEC FIRE EXTINGUISHER CABINET 5. PROVIDE NEW FLOORING&BASE AND REPAINT ENTIRE REVIEW AND COORDINATION PRIOR TO CONSTRUCTION. MODEL EU2 FE FIRE EXTINGUISHER SUITE UNLESS OTHERWISE NOTED. VERIFY PAINT COLOR O CONTRACTOR TO VERIFY NEW ELECTRICAL REQUIREMENTS PROVIDE NEW 2x4 LIGHT FIXTURE WITH LANDLORD. WITH LANDLORD AND/OR TENANT and Reflected 4. REPLACE ALL DAMAGED CEILING TILES&GRID TO MATCH O PERMANENENT ILLUMINATED EXIT SIGN AS PER CODE WIFI WIFI CONNECTION co EXISTING BUILDING STANDARD. 6. PROVIDE NEW DOORS,FRAMES&HARDWARE. TYPE,SIZE, O OFFICE CUBICLE WORKSTATION-NOT IN CONTRACT(NIC) Ceiling Plan 5 ® ALTERNATE BID ITEM:PENDANT LIGHTS AT RECEPTION DESK ,::•.............I ® SPECIAL OUTLET EXISTING 2x4 LIGHT FIXTURE FINISH&COLOR AS PER SCHEDULES. 5. PROVIDE NEW LIGHT FIXTURES THROUGHOUT SUITE;MFR: `= Q (SEE KEYNOTES) THERMOSTAT 7. PROVIDE J-BOX AND PULL STRING FOR TENANT-SUPPLIED O TYPICAL FULL HEIGHT DEMISING WALL -SEE WALL TYPES FOCAL POINT,SERIES:SKYLIGHT,SIZE:2X4,FBX-24-B-2. 2x4 EMERGENCY EGRESS LIGHT AND 6/A302 erg, VOICE&DATA. I 6. FIRE SPRINKLERS DESIGN BUILD. FIXTURE ® BLANK OUTLET O POWER POLE ® ®+ EXIT SIGNS(W/INTEGRAL ARROW ® CABLE TV OUTLET 8. ELECTRICAL,VOICE AND DATA ROUGH IN FOR ALL PRIVATE DRAWN BY: PDK WHERE OCCURS) N NEW OFFICES TO BE WITHIN 5'-8"OF BACK WALL. 10 REFLECTIVE WINDOW FILM AT INTERIOR WINDOW ONLY DATE ISSUED: 12.19.13 + SPRINKLER E EXISTING 11 NEW OUTLET FLUSH AT FLOOR s SD FUSIBLE DISCONNECT I SMOKE DETECTOR U 4– PENDANT LIGHT WALL TYPE TAG-SEE 2/A302 0 Ein 2 m R - a 1 A2O2 . I . SHEET: e LRS Architects,Inc.©2013 g. . , 1 t LillimiS ARCHITECTS 2'-1"U .O.N. CLEAR SILICONE CAULK AT SEAM 720 NW Davis 503.221.1121 CONTINUOUS CLEAR SILICONE CAULK AT SEAM(TYP) 2'-1"U.O.N. (NP) FRENCH CLEAT PLASTIC LAMINATE COUNTERTOP&SPLASH / y CHROME ACCESSIBLE FAUCET Suite 300 503 221.2077 D AT ALL EXPOSED SURFACES&ji, 1'-0"U.O.N. ELEVATION) VER 3/4"SUBSTRATE EDGES(SEE Portland OR 97209 www.lrsarchitects.com ADA COMPLIANT STAINLESS VERTICAL ALL EXPOSED&TEAT _ 1„ _ • 1„ STEEL KITCHEN SINK SURFACES,PL-1 ♦ " PLASTIC LAMINATE COUNTERTOP SEMI-EXPOSED v &SPLASH AT ALL EXPOSED SURFACES OVER 3/4" ♦ � �� DRY ERASE �� 6"DRAWER %, „ HORIZONTAL . SUBSTRATE;SELF SURFACES&E SURFACES,PL-2 BOARD,N.I.C. • EDGE r EXISTING � � � / ELEVATION)OVER 3l4 �� 3645 / MEDIUM-DENSITY FIBERBOARD MADE W/EXTERIOR GLUE. CEILING L 4" PULLS,BRUSHED d �- � �• PAM', - L. NIXON !� i • • ALUMINUM(TYP) �� e - PLASTIC LAMINATE AT ALL ALUMINUM PULLS,BRUSHED • • / WHITE INTERIOR w/ y ♦ r = SEMI-EXPOSED SURFACES OVER PLASTIC LAMINATE OVER 3/4" AND, OR a 4 • ADJUSTABLE = e Q 3/4"SUBSTRATE;SELF EDGE _ `' SHELVES(TYP) ° SUBSTRATE REMOVABLE BASE �,� �, ' WHITE INTERIOR w/ADJUSTABLE "' /BLACK HEAT Z CABINET DOORS W/ FULLY 0 1 / i . i e e SHELVES(TYP) CONCEALED EUROPEAN HINGE & ' v PROOF WRAP QUICK SNAP OFF CAPABILITY \ ' /11 /N 4"WIRE PULLS, BASE AS SPECIFIED;REFER TO @ EXPOSED N• • /. - . BRUSHED ELEVATION PIPING WHITE INTERIOR(TYP) -\ ALUMINUM(TYP) CONSULTANT: T.O. FIN.FLR. - \ \'' .---- • J I� I�' v — — — *To.FIN_FLR _ r` r .T.O.FIN_FLR \ I A 4'-0" �- 2 EQ. BASE,RB-1 BASE CABINETS \\ CONTINUE FLOOR FINISH UNDER CABINET AT SINK, SEE FLOOR PLAN 10. INTERIOR ELEVATIONS: CONFERENCE 219 7= TYPICAL UPPER CABINET 4. LOWER CABINET WI DRAWER & DOOR 1. TYPICAL LOWER CABINET WITH SINK SCALE: 1/4"= 1'-0" SCALE: 1"= 1=0" SCALE: 1"= 1=0" SCALE: 1"= 1'-0" 2-0 ' 2'-11" ---s it- � / BACKER RODS BACKER RODS AND CLEAR SEALANT EXISTING WINDOW MULLION AND CLEAR SEALANT EXISTING WINDOW MULLION 1/8"COVER PLATE WALL CAP TO MATCH 2'-0„ i PROVIDE CORNER BEAD PROVIDE CORNER BEAD \ : ::STING(3OOR) COUNTER TOP TO MATCH &PAINT ON WINDOW SILL BELOW &PAINT ON WINDOW SILL BELOW EXISTING(3RD FLOOR) SIDE OF WALL END, SIDE OF WALL END, • E AL,TYP • TYPICAL TYPICAL COUNTER TOP TO MATCH EXISTING(3RD FLOOR) 'g-1 - _ 4 8" i 1 'n PULL M = io I PARTITION TYPE AS GLAZING PARTITION TYPE AS GLAZING PROJECT NUMBER: 213285 M -* tN SCHEDULED nr- = z� SCHEDULED -PLASTIC LAMINATE N One Embassy Centre (WHERE NOTED)AT ALL ` SEMI-EXPOSED SURFACES LoanStar .. . . . . . . . . . . . . . . . . . . . . . . . . OVER 3/4"SUBSTRATE; CENTER OF MULLIION TO ) CENTER OF MULLIION TO SELF EDGE ALIGN WITH CENTER OF ALIGN WITH CENTER OF• •BASE AS SPECIFIED PARTITION II PARTITION Home Lending • -BASE AS SPECIFIED i IX 1I1 EXTING SLAB ''1�' ` . . . . .'. . . . . . . . . . . . . . . . . . . 9020 SW Washington 3" ,_ :::� Square Road I WALL LOCATION PER PLAN Jr .. - Suite 250 11= RECEPTION DESK 9. RECEPTION DESK 5= WALL TO MULLION DETAIL 2. TYPICAL WALL TO MULLION DETAIL Tigard, OR 97223 SCALE: 1"= 1'-0" SCALE: 1"= 1=0" SCALE: 3"= 1=0" SCALE: 3"= 1-0" 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 AS INDICATED ON PLAN). KNOCK DOWN FRAME FINISH TO MATCH EXISTING. PL-1: MATCH EXISTING PL-2: MATCH EXISTING 2. PROVIDE TEMPERED GLASS AT ALL RELITES UNLESS OTHERWISE NOTED. RB-1: MATCH EXISTING 3. ALL NEW DOORS TO BE SOLID CORE,HARDWOOD,VENEER FACES TO MATCH EXISTING. 4. PROVIDE LOCKING HARDWARE AT ALL PRIVATE OFFICES AND LAN ROOM. 5. PROVIDE NEW ADA LEVER STYLE DOOR HARDWARE TO MATCH EXISTING. REPLACE ALL ORB DOOR HANDLES WITH LEVER STYLE WHERE APPLICABLE. 9'-0" 5 EQ. 7 s EXISTING CEILING EXISTING CEILING 3'-0" 3'-0" 2'-0" 3'-0" 1'-6" - A301 - I I � � � � f � � � SHEET TITLE: EXISTING VERTICAL Interior COLUMN FINISH __ — �— �� SURFACES,PL-1 — ��,� VERTICAL � _ ,� �� N� // Details SURFACES,PL-1 4 . _ _ WOOD TOP CAP _� — — — — — r -1 pt i ' '`, HORIZONTAL = \ _ / 14? / �_ l 11 N u ao co Eo SURFACES,PL-2 o HORIZONTAL SURFACES,PL-2 O _ ®�NICRO�O --- --- ■ ♦ 1 1 • / \� \A,-- — � REF `9 Q OPEN OPEN ____ c� / c\ o\ b DW \ SPACE M ' 4111116A. ea - , ea — i 4 "' / M TEMP \ TEMP N - > DRAWN BY: PDK , T.0_FIN.FLR.- -1-- r— --� • • • • N. • • • T.0_FIN._FLR. — - �— 1 DATE ISSUED: 12.19.13 B C� SINGLE OPENING CFO SINGLE OPENING w/2'-0" © SINGLE OPENING w/1'-6" A / .11 A 11 g 19 m WIDE RELITE WIDE RELITE r 4 BASE,RB-1 13'RADIUS- A301 DESK EDGE A301 A301 BASE,RB-1 0 A301 A301 A301 ° 5'-51/2" 3'-0" /1'-4", 3'-0" 4,1'-4"`1'-6"/ 2'-3" 6'-9" 0 4 EQ. 4 EQ. 1 Ti 12. INTERIOR ELEVATIONS: RECEPTION 201 6. DOOR FRAMES & RELITE TYPES 3. INTERIOR ELEVATION: BREAK ROOM 203 SCALE: 1/4"= 1-0" SCALE: 1/4"= 1'-0" a SCALE: 1/4"= V-0" A A301 SHEET: LRS Architects,Inc.®2013 li 1 WALL TYPES LEGEND 1....rws 12'-0"OC EACH WAY SEPARATE SUPPORT PIPES, 7 /CONDUITS ETC,SECURE ALL IW- HANGERS TO BUILDING WALL COMPOSITION WALL INSULATION ARCHITECTS #12 WIRE©4'-0"OC #12 WIRE @ 4'-0"OC STRUCTURE.TRAPEZE .} NO. EXTERIOR WALL TYPE A ACOUSTICAL.• 6'-O"MAX OR#10 WIRE @ 5'-0"OC OR#10 WIRE @ 5'-0"OC ROUND DUCTS AND OTHER VARIES LETTER INTERIOR WALL TYPE PROVIDE PER STC/ICC RATING. 720 NW Davis 503.221.1121 / " / / /A REFER TO SEE WALL TYPES. LARGE DESTRUCTIONS. WALL TYPES Suite 300 503 221.2077 D • (TYP) ...• 8"MAX �.::: Portland OR 97209 www.irsarchitects.com / / / BUILDING STRUCTURE INTERIOR WALL. SEE PLANS T PROVIDE VAPOR BARRIER. FOR SCHEDULED TYPE C 4 A PROVIDE VALUE REQUIRED PER SCHEDULED HEADER :•:• (TYP) LOCAL/STATE ENERGY CODE. i 1 90° i, \oo 1 AT LOAD BEARING FULL WIDTH OF STUDS.• — ! WALLS. SEE 2 2x��� ; STRUCTURAL �• • 4 2x4 OD % �.��� : 6 2x6 OR 6"METAL STUD - NO INSULATION X90 .��" 1 8 2x8 3645 1 i \/ \ 1 C �' \`� } I 0 OTHER.SEE WALL TYPE q1' r iCf' NIXON tr` SECURE ALL HANGERS TO MATCH EXISTING TRIM FIRE RESISTANCE RATING WALL STUD&FINISH HEIGHT ;,, AND,•1\ BUILDING STRUCTURE. N NON RATED SEE DRAWINGS ON THIS SHEET LATERAL BRACING @ 12'-0" TRAPEZE AROUND DUCTS 1 1 HOUR E EXTERIOR.SEE SECTIONS O.C.EACH WAY,MAIN AND OTHER LARGE _ 2 2 HOUR X SHAFT.SEE SECTIONS OF Q ` , RUNNER TO STRUCTURE. OBSTRUCTIONS p' `� S NON RATED SMOKE S STRUCTURAL(BEARING) OF BEGIN BRACING WITHIN 6'-0" C CEILING OF PERIMETER AND 2"FROM P PARTIAL CROSS MEMBER I COUNTERSLOPE HANGERS IF ;1- , ADDITIONAL HANGERS AT ALL MORE THAN 1:6 OUT OF I METAL FRAME CONSULTANT: MEMBERS WITHIN 8"OF PLUMB PERIMETER WITH SUPPORT (NP) WIRE COMPRESSION STRUT IRE @ 1:6 SLOPE ' AT 12'-0"OC EACH WAY f SPREADER BAR BETWEEN SCHEDULED DOOR I ALL MEMBERS AT ATTACHED (NP) SIDE 7. SEISMIC CEILING ASSEMBLY SECTION 4. INTERIOR KD DOOR HEAD (JAMB SIM) SCALE: NTS SCALE: 3"=1'-0" PROVIDE(2)#8 SHEET METAL SCREWS AT EA.BRACE 4 7/8" ATTACHMENT TO STRUCTURAL 20 GA.3 5/8"STUD BRACING TO MEMBER TYP. / STRUCTURE @ 8'-0"O.C. PROVIDE 2"X 1/8"LIGHT&SOUND SEALING GASKET CONTINUOUS ::•;-'z _ i BETWEEN WALL&CEILING -,�-"` ., �<� VERIFY HEIGHT ;- _-∎• ►: 2'-0"MIN. ) - 3"2.5 LB.ACCOUSTIC BATT r ..." , \ • INSULATION PER PLAN PROVIDE(2)FASTENERS @ EA. BRACE STUD CONNECTION TO TOP ►j \ _-'' \ ► PROVIDE SOUND BAITING ABOVE .,-- OF WALL STUD ►� —� 5/8"GYP.BOARD BOTH SIDES ►� CEILING TILES AT LEAST 2'-0 ON , - ►j EITHER SIDE OF WALL • /-<�_ ; �•:•:•:.:. -z.-' ) l• 2-1/2"25 GA.(250S125-18)MTL �i - --\ i" STEEL STUDS- STUDS @ 24"O.C.WITH 5/8"GYP. ►� -; 3-5/8"@ 16"O.C. PROJECT NUMBER: 213285 BD.EACH SIDE. PROVIDE 3"SOUND j� ....'. �� `, ATTENUATION BATT INSULATION 1 •, - (GAUGE BY HEIGHT) FRICTION FIT IN STUD SPACE AND I•'••i--�� ) One Embassy Centre ACOUSTIC SEALANT @ CEILING �� ;- GRID. ►i :::•;-= POWDER DRIVEN ANCHOR :, %-� LoanStar ►� AT 2'-0"O.C.THRU MTL. :. �, BASE ON BOTH SIDES,RB-1 jll STUD TRACK,UON --\`-% :: Home Lending r�, __ EXISTING SLAB • 9020 SW Washington Square Road Suite 250 5. BUILDING STANDARD PARTITION 2. TYPICAL VERTICAL ASSEMBLY - TYPE A Tigard, OR 97223 SCALE: 1/2"= 1'-0" SCALE: 3"= 1'-0" 18 GA.DEFLECTION CHANNEL SECURE TO METAL DECK W/ 1/4"DIA.X 1-1/2"POWER ACTUATED DRIVEPINS INTO CONCETE FILLED FLUTES @ 18" -` --- — - vi;'-- O.C. OR#8 S.M.S INTO METAL •. __; DECK @F 188 O.C. PROVIDE FOR . �� CONTINUE �; 3/4"DEFLECTION. GYP.BD.TO ; ■ • ,-� CEILING , i ••• ' --%• • 1. • _ _ SEE RCP. , <�J �� CEILING SYSTEM AS SPECIFIED •- i ,— ;1� WHERE OCCURS(REFER TO SHEET TITLE: i >- RCP) / \ —\ i; •• Interior �� ..• : 3-518"25 GA(3625125-18)MTL : i— Details : STUDS @ 24"O.C.WITH 5/8" GYP. — �,, BD.EACH SIDE. EXTEND MTL •:• i >-' M : STUDS AND GYP.BD. FULL HEIGHT .•, , 1 TO UNDERSIDE OF STRUCTURE • -,---, " " � • , --- 0.145"DIA.X 2-1/2"POWER ABOVE. PROVIDE 3"SOUND •. ATTENUATION BATT INSULATION • (\ ` ACTUATED FASTENER @ ►phi FRICTION FIT IN STUD(SEE NOTE : �-<� ,' 16"O.C. ��i BELOW FOR MORE INFORMATION). •.• -- , BOTTOM TRACK POWDER DRIVEN `�� , i ; g ANCHOR AT 2'-0"O.C. ��1; -- `-\, DRAWN BY: PDK THRU MTL.STUD �� BASE ON BOTH SIDES,RB-1 :: '-/�, TRACK,UON ∎� '•• i` DATE ISSUED: 12.19.13 s IL1■I __ EXISTING SLAB I I § NOTE: FOR WALLS 13'-6"ABOVE FINISHED FLOOR(AFF)BUT LESS THAN 16'-1"AFF,PROVIDE 3-5/8"20 GA I • § (3625200-33)STRUCTURAL MTL STUDS WITH 2"FLANGE AT 24"O.C. FOR WALLS OVER 25'-0"AFF,PROVIDE 6"18 GA (6005162-43)MTL STUDS AT 16"O.C. FOR OTHER CONDITIONS,VERIFY WITH ARCHITECT PRIOR TO CONSTRUCTION. E 6. BUILDING STANDARD PARTITION TO DECK P 3. TYPICAL WALL BASE DETAIL SCALE: 1/2„_- 1:0" SCALE: 3"= 1=0” A A3O2 . / SHEET: c. E E LRS Architects,Inc.0 2013 0 0.