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Plans EGEIVED STERLING BANK . L L...rws JUL 3 0 2013 BUIDINOGFrDVISA ARCH 1TECTS 720 NW Davis 503221.1121 St Suite 300 503 221.2077 G Portland OR 97209 wwwirsarchitects.corn FANNO C ACE _ BuiLDING B REEK PL SUITE 310 Y ROAD �� 3sas 16083 SW UPPER BOONES FERR , t•,......, ie,..; PAT •. L. NIxON r....i Pe a EGON 97224 ",P0'' AND, OR GAR 5 O O PERMIT SET 078122613 CITY O�TIGARD [ . Approved.... CONSULTANT : Conditionally Approved,..,,,.,.,„.,[ ] See Letter to:Follow...... [ ] Atted i 3��oo i � PROJECT DIRECTORY PROJECT T A Y Permit Number: - 1. GENERAL INFORMATION: IV. EMERGENCY SYSTEM STANDARDS: Address: ( 8” - !P �•1FS ,31 L BUILDING MANAGER: By: Date:7 2,ii Norris,Beggs,&Simpson Monique Clouser.mclouser @nai-nbs.00m PROJECT NAME: STERLING BANK T.I. A. BUILDING TO BE FULLY SPRINKLERED 1 '3�� 121 SW Morrison,Suite 200 PROJECT ADDRESS: 16083 SW UPPER BOONES FERRY ROAD, B. IN BUILDINGS WITH EXISTING SMOKE DETECTORS:PROVIDE CODE g I Portland,Oregon 97204 SUITE 310 MINIMUM CORRECTIONS AS REQUIRED. SMOKE DETECTORS TO BE Occnpan�Tr_� /1- Telephone (503)684-6000 TIGARD, OREGON 97224 TIED TO THE BUILDING ALARM SYSTEM. Occupancy V PROPERTY ID: W248495 C, IN BUILDINGS EQUIPPED WITH AN EXISTING VISUAL STROBE SYSTEM: PAY Load Fax (503)624-0636 PROVIDE CODE MINIMUM CORRECTIONS AS REQUIRED, IF A SYSTEM Constn�ction Type WO II. APPLICABLE CODES: DOES NOT EXIST, DO NOT ADD ON. Rated Corridor ..,.,. D. PROVIDE EMERGENCY EGRESS LIGHTING FOR THE EGRESS PATH IN Energy Code , ARCHITECT: 2009 INTERNATIONAL BUILDING CODE (IBC) ALL PUBLIC AND TENANT SPACES. MINIMUM INTENSITY SHALL NOTBE Accessibility LRS Architects, Inc. Russ Finley: rfinley@Irsarchitects.com 2010 OREGON STRUCTURAL SPECIALTY CODE(OSSC) LESS THAN I FOOTCANDLE AT FLOOR LEVEL ALONG THE ENTIRE 720 NW Davis,Suite 300 Anne Bedne : abedne Irsarchftects,com 2010 OREGON MECHANICAL SPECIALTY CODE(OMSC) LENGTH OF THE PATH. CONNECT TO BUILDING ELECTRICAL SYSTEM. y y@ 2010 OREGON FIRE CODE E. PROVIDE EXIT SIGNAGE.EXIT SIGNAGE SHALL BE CONNECTED TO Approved roved plan 3 Portland,Oregon 97209 2010 OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESC) BUILDING POWER SUPPLY WITH BATTERY BACK-UP FOR MIN 1-1/2 shall be on job site. Telephone(503)221-1121 2008 OREGON PLUMBING SPECIALTY CODE(OPSC) HOUR DURATION. Fax(503)221-2077 2008 OREGON ELECTRICAL SPECIALTY CODE(OESC) F. PROVIDE CODE MINIMUM FIRE ALARM CONNECTIONS AS REQUIRED. LEGEND OFFICE COPY III. BUILDING STANDARDS: ������' GENERAL CONTRACTOR: �1 7Z1 AREA OF WORK Bartel Contracting,Inc. Steve Sprawkins: Steve @barteicontracting.com BUILDING TYPE: TYPE I! B, 3 STORIES, SPRINKLERED _ r BUILDING OCCUPANCY: B& S-1 EXIT EGRESS PATH 135 E.Hereford Street TOTAL BUILDING FLOOR RENTABLE AREA: +/-49,963 R.S.F. B OCCUPANCY GROUP Gladstone,Oregon 97027 THIRD FLOOR RENTABLE AREA: +1- 16,412 R.S.F. ARE4S OF WORK +/-4,032 R.S Telephone(503)650-4084 TENANT OCCUPANT LOAD: X ROOM OCCUPANT LOAD PER SECTION 1004 DRAWING INDEX (XX) ACCUMULATIVE OCCUPANT LOAD SHEET NAME ® EXIT SIGN w/INTEGR,1'ED DIRECTIONAL ARROW A001 COVER SHEET WHERE OCCURS AT ALL_ EXITS, EVERY 100'IN CORRIDORS,AND IN SPACES WHERE 2 M ODES OF A101 SUSPENDED CEILING AND LIGHT INSTALLATION GUIDE EGRESS ARE REQUIRED PER SECTION 1011. (REFER PROJECT NUMBER: 213177 TO ELECTRICAL DRAWINGS FOR MORE INFORMATION). POCHE INDICATES "EXIT'TEXT SIDE OF SIGN. SIGNS A102 SUSPENDED CEILING DETAILS SHOWN IN CORRIDORS ARE CEILING HUNG. SIGNS SHOWN ON WALL ARE WALL HUNG. Sterling Bank T.I. A201 CONSTRUCTION PLANS A301 INTERIOR ELEVATIONS E REQUIRED EXIT A302 INTERIOR DETAILS GENERAL NOTES Fanno Creek Place THE SITE PLAN AND SUITE LOCATION PLAN ARE FOR REFERENCE ONLY. SEE ALL OTHER PLAN SHEETS FOR CONTRACT DOCUMENT INFORMATION. B UiI V in B DEFERRED SUBMITTALS - DESIGN BUILD THE PROJECT SUMMARY IDENTIFIES SOME SPECIFIC OSSC REQUIREMENTS BUT IS NOT INTENDED TO LIST ALL OSSC REQUIREMENTS. ELECTRICAL SYSTEMS LOW VOLTAGE SYSTEMS 1 6083 SW Upper _ Q MECHANICAL SYSTEMS SPRINKLER SYSTEMS AREA OF WORK L.7 pones Ferry Road PLUMBING SYSTEMS EGRESS LIGHTING it W. • Suite 310 r •_ _ �, \l Tigard, Oregon Ik �.. _ �, P ' E -Tigard' P ! `� ; 1 e r4 fry .Y:y 1.9.:� 'y! I � 71�, I +� 7 4 . r# r.'� ? ■ ;#t:«;� �� rE �� - SPACE WITH ONE MEANS OF EGRESS PER TABLE 1015.1. — C• o, -- --1"�`Tj .. i• ,� - „ • kR Fir 'yJi .ka•' - •• ~�� !(r� hR _ ti-cu ; ;;'" r , 1 I ,s° ; �,a. MAX OCCUPANT LOAD ALLOWED:49;ACTUAL LOAD-41 + ■■nom► CCC^^ k . :.r. i ,.�a� .''� r... a �,,/•� -�^ ` �._-��� ui •r •�WIP of &V& OA* -1�� allist■ „•.. r-�i• BUMMING �///- , `, - �' • - ':.:,:::___. ,___ • , „.v ,R 1 z pp r A ,► 41..,.. _,.: / ..,a R j A I.,air . �• , �,•_� '��/ is t 3' ;_:.t.< .° �:.� t► .-t - rDurham d L I 1. 't ; iiinli i3,- _. ,,,, . L ,„'5", , ' -- 1- 44 ,, : ,, , .- z>- I i Cover Sheet 1 yk '� 1.*"� dirt j' ..Y,i i� ,, y ©11rile T :. _. 3t M1 JB�tn�iftl , ..• f_ ;•>! sa` ♦ ,jt� j \ ■ ■ ■ — _- .-_ 1 I A}}2 .. : '�++-,., - -z; d! -.A.. .,. -t.-^a :fir ., Cmur+.,+.a:-a;r. _ .,-.... _ _�„wr Ours '' ► .+ei a;� ik .;� i l mill i t =t .i'J, \� ,+4a��4 • ri, J �► �� .•j�� / `/ y��'f1� -� ...4•4.7:;,,, �, �L-/ I / \1\\, l TUr 11 SEA .�NCr \\\ 4. ��,. / s ,. 1 DRAWN BY. AEB oGfiiil .' \* ' ; \*� . t : -, DATE ISSUED: 07.22,13 • 5Y4'( ;rJ:;d /� \1/4..._ — — ''''"*"""111111.11 ----- 111..17 "-" .........7.7.-- 4--- ______L.- __ / / ° �rrla x. LL 'ti r is .- : w, EXIT ACCESS TRAVEL DISTANCE FROM MOST N ry REMOTE POINT PER TABLE 1016.1: will A001 ALLOWED DISTANCE: 300'MAX.LENGTH(SPRINKLERS PROVIDED) 1. VICINITY MAP 2. BUILDING MAP 3• SUITE LOCATION AND EGRESS PLAN ACTUAL DISTANCE=9a'-3” N SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE VA1 SHEET: LRS Architects.Inc.®2013 F 1 PERMIT SET 07.22. 13 SUSPENDED CEILINGS GENERAL NOTES - OREGON STATEWIDE LawrillirS 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 Maximum recommended lengths for vertical struts: EQUIVALENCY) Referenced Sources Per Hierarchy 720 NW Davis 503.221.1121 ~ 1. (OSSC)2010 Oregon Structural Specialty Code(basded on 2009(IBC)International Building Code) EMT conduit Max. Length Confirm acceptance with local jurisdiction. along with State Code Interpretation for Section 1613.1 &ASCE 7-05 Section 13.56,effective July 1,2010, g t? t Suite 300 503 221.2077 2.American Society of Testing Materials.(ASTM C 635,ASTM C 636) 112"EMT conduit 5' 10" 3.American Society of Civil Engineers(ASCE 7-05). 3t4"EMT conduit 7'-8- A. Ceilings without Seismic Bracing. Portland OR 97209 vvvuw.lrsarchitects.cam 1"EMT conduit 9'-9" Where existing ceilings are without seismic bracin g, the ceilin g system shall be brought rou g ht into substantial al tom p liance with current 4.Ceilings and interior Systems Construction Association. (MCA) 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 T8401) 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 56"metal stud(20 gage) 12'-0" repaired as part of a general space alteration,or if all the ceiling is removed for washing,painting or replacement,this Back-to-back 1 56"metal stud(20 gage) 15'-0" requirement does not trigger the need for a closure angle. These upgrades are not required when: A. General Compliance with the IBC 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. 6911) % 1.Code and Standards Options: Back-to-back 2112"metal stud(25 gage) 1 15'47 a.Ceiling systems designed for appropriate forces,or 2. Lateral bracing and fixture attachment will not be required when portions of a ceiling are removed only to facilitate the 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. installation of sprinkler piping. 3645 �, occupancy categories I and II,per Chapter 16 of the IBC,and as provided below: * •';CI L. lXON 1)In Seismic Design Category C,construction in accordance with Oregon standard for seismic zones 0-2. B. Ceilings without Compression Struts. 2)In Seismic Design Categories D through F,construction in accordance with CISCA standard for seismic zones 3 and 4 with C. Wall Moldings (See details 2, 6 and 9 on sheet A102) Where existing ceilings have seismic bracing but do not have compression struts at the center of the splayed wires,the addition S ,/ �~, 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. k P T AND, OR e.. modifications as noted in ASCE 7-05 standard.The following shall be applicable in addition to the requirements contained in tx Y q 9 P 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: ASCE 7-05 section 13.5.6.2.2 item b) � '�i a)Ceilings with interstitial spaces less than 12 inches to framing are not required to have lateral force bracing,and The diagrams included with this guide are intended to help clarify for the user some of the requirements specified in the guide. OF 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 These diagrams are not design or construction documents and are intended only to illustrate some of the technical aspects of l} 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 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 in structures classified as occupancy category I or II,suspended ceilings installed in accordance with the prescriptive provisions of equivalent to walls. CONSULTANT: (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 13.56.2.2 item b) CLOSURE ANGLE!MOLDING 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 intemet address: A metal angle or channel fastened to the perimeter wall or partition to support the perimeter ends of an acoustical ceiling httpa/www.nwcb.orgl 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 alternative to spreader bars. Any building designed to be used by public agencies as a fire station,police station,emergency operations center,State Patrol office,sheriffs 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 The main beams and cross tees of the suspension system. a. Effective under the adoption of the 2006 IBC,the following two additional options will be available based upon ASCE 7-05 HANGER WIRE Sections 13.2.5 and 13.2.6: 5. Where substantiating documentation has been provided to the local jurisdiction,perimeter clips may be used to satisfy the 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 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) PERIMETER WIRES the current effective edition of the IBC adopted by the AHJ. 9 9 9 P 9 9 Pa ( ) Hanger wires placed within eight inches of the surrounding walls. PLENUM 3.Any connection device at the supporting construction shall be capable of carrying not less than 100 pounds. (Source: The space above a suspended ceiling. 5. See PART III for optional equivalency for upgrading existing suspended ceiling systems.Part III may be allowed with the approval of CISCA zones 3-4) SLACK WIRE the Authority Having Jurisdiction. A 12 gage wire that is not tight or taut. 4.Powder driven 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: 213177 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 shalt 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 Sterling Bank T.I. 1. Partitions corners of the light fixture to the structure above.These wires may be slack. (Source:CISCA seismic zones 3-4) 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) Fanno Creek Place 2. Main Beams 4. Pendant mounted fixtures shall be directly supported from the structure above using a 9 gage wire or an approved alternate Building B 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) g 3. Deflection Limits 5. Tandem fixtures may utilize common wires. '16083 SW Upper All cross tees shall be capable of carrying the design load without exceeding deflection equal to 1/360 of its span. (CISCA Boones Ferry Road' zones 3-4) G. Mechanical Services 1. Terminals or services weighing 20 lbs. but not more than 56 lbs.must have two 12 gage wires connecting them to the ceiling Suite 3 0 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 �/ Oregon 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 TigarV Oregon wires must be taut. (Source:CISCA seismic zones 3-4) Wire Ties 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) 97224 detail 1 I 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!) 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 314 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 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 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: �/ �/ Ceiling provided they are surrounded by four walls and braced to structure. Suspended La 4. Other than partitions and soffits, seismic joints may not be used as part of a fire rated ceiling assembly unless substantiating p a 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 Lit s 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 bracin ,sprinkler head ' angle not exceeding 45°from the plane of the ceiling. (Source:CISCA seismic zones 3-4) g 9 P penetrations shall have a 2 inch oversize ring,sleeve or adapter through the Installation Guide 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 7-05 13.5.6.2.2. Item e) ia not less than 200 pounds or the actual design load,with a safety factor of 2,whichever is greater(see detail 12 I A102). i (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: AEB Categories 0, E and F shall have an ICC-ES approval for seismic applications and shall require"special inspection" Y irrespective of the type of occupancy category the structure is in.Anchors for kicker wires(splayed wires installed for purposes DATE ISSUED: 07.22,13 other than seismic restraint)are exempt from this requirement. ii ra c N 8. Splay wires are to be within 2 inches of the connection of the vertical strut to suspended ceiling. (Source:CISCA seismic 1 zones 3-4) U O 9. Rigid bracing may be used in lieu of splay wires. (Source:ASCE 7-05 section 13.5.6.2.2) m a. 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) SHEET: A101 c, N E m LRS Architects,inc.©2013 0 as a, m c i PERMIT SET 07,22. 13 ^.c WALL MOLDING linnararS c ARCHITECTS . 720 NW Davis ::::..2077 [9 WALL / 0 = `�' Portland OR 97209 www.Irsarchitects.com MIN.45° �, MIN.45° I '`" •Q .o ` . f 111`` ;/_ fr /'''' ' • ., ` •/ 1 12 GAGE SPLAYED BRACE �� , \`�-' It %TM / WIRES C / C / v SEISMIC SEPARATION JOINT CA+ 1. � ` ' �_ 4 0/ n PER MANUFACTURER 45° ��1���'�.�� 11�1�� MIN.5 �3� 3645 rr'� 3" ► i' a 00 .� *-i' P• Ri• A L. NIXON 4.A /-- - -44 — ----,„, ..,„.„2. ,- -.41 1 ® IT P► LAND, OR ® J y� ?+�, / .-' 3"MAX.TYP. & z © ��, 4 , 7/8n 88 Y��`� • Of Ot' .. ,._ w o Q o a ` • r�vvan rs- i ,� ► MIN. • 4 °4 ° ,�,� e °-$o ° - _.5 ,� 62.0--r 5 41441/8$ �o , ° ° 13/4" CONSULTANT: 4. MIN `Q.a' FLANGE• 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 6.0"MAX �, OR#10 WIRE @ 5'-0"CC /OR#10 WIRE©5'-0"OC"AROUND DUCTS AND OTHER 2"WALL MOLDING LARGE DESTRUCTIONS. SCREW - /v MAX BUILDING STRUCTURE e� / WALL a 44,- s.r��r�r_�r / ®M ----" If \ \ A >< !f s `� f ` • , <,7„ 900 ` f SECURE ALL HANGERS TO • BUILDING STRUCTURE. / 4 U .04 ' LATERAL BRACING @ 12.4r TRAPEZE AROUND DUCTS /I-r a° r O.C.EACH WAY,MAIN AND OTHER LARGE e• RUNNER TO STRUCTURE. OBSTRUCTIONS 'k4,t- i PROJECT NUMBER: 219177 BEGIN BRACING WITHIN 8'-0" OF PERIMETER AND 2"FROM CROSS MEMBER Sterling Bank T.I. COUNTERSLOPE HANGERS IF SPREADER BAR ADDITIONAL HANGERS AT ALL MORE THAN 1:6 OUT OF %f �� ���- OR OTHER SUITABLE SYSTEM MEMBERS WITHIN 8"OF $% 'O. 3/4"�'/\II FLEX HEAD SPRINKLER REQUIRED TO KEEP PERIMETER WITH SUPPORT COMPRESSION STRUT 2+� PERIMETER COMPONENTS Fanno Creek Place WIRE 6 1:6 SLOPE AT 12'-0"OC EACH WAY MIN. MIN.AT ` FROM SPREADING APART EXPOSED TEE GRID SYSTEM UNATTACHED Building B SPREADER BAR BETWEEN WALLS . ` ' ALL MEMBERS AT ATTACHED i • ;X r � 45, _ "_._ I SIDE `E �`� 1 6083 SW Upper 5. SEISMIC CEILING ASSEMBLY SECTION 6. UNATTACHED WALL MOLDING TR ALTERNATE SPRINKLER PENETRATION SECTION 8. NOT USED Boones Ferry Road, SCALE: NTS SCALE: 3"=1'-0" SCALE: NTS ' SCALE: 3"=1'-0" Suite 310 Tigard, Oregon 97224 PROVIDE SUPPORT FROM ILAC:WIRES 2 A102 t STRUCTURE R WIRES ATTACHED I WIRES `I BUILDING STRUCTURE R WIRES CEILING CLIP I • _� ,,„,, �� FIXTURE A402 A102 �� 3 TURNS ' i r W U ii.. VERTICAL HANGER WIRE J csil ¢ , SHEET TITLE: 19. VERTICAL HANGER WIRE ATTACHMENT �'� �\ Ca- ¢ Suspended Ceiling ,. SCAL E: 3"=1'-0” g 111110•11 �.. Details PROVIDE SUPPORT FROM �, `'' ,, STRUCTURE �y � �', ��� i UNATTACHED ' 45 DEG r BUILDING STRUCTURE__ A102 � D pi 6 �� STEEL STRAP 1"WIDE x 2" �''''',:ti;,_,. DRAWN BY: AEB Y /� LONG x 12 GAGE MINIMUM DATE ISSUED: 07.22.13 3 TURNS rJ SPLAYED SEISMIC WIRE BRACING . 9. TYPICAL CEILING GRID LAYOUT PLAN 10. NOT USED 72. SPLAYED SEISMIC BRACING WIRE ATTACHMENT 5 SCALE: NTS SCALE: 1-1/2"= V-0" 13. FIXTURE SUPPORT SCALE: 3"=1'-0" CL SCALE: 314"=V-0" g A102 N SHEET: LRSArdritede,In ®2013 I PERMIT SET 07.22.13 LEGEND Immorimrs DEMOLISH EXISTING WALL 44 - - DEMOLISH EXISTING ELEMENT AS NOTED �I i r EXISTING PARTITION ARCHITECTS / 111E0111 ® (SEEI DIETAIL 2!A302) 720 NW Davis 503.221.1121 IV � 1a• N� ( � Suite 300 503 221.2077,1',9 i/ �iAnt *) 9 00�" �► • r - ' Portland OR 97209 www.irsarchitects.c:orr► �� NEW BUILDING STANDARD PARTITION tt SERVER/ / E it/ ' f (SEE DETAIL 1 1A302) 2 ' STORAGE ��� �/iI"OA�. ., ��/r " OFFICE 114 A aryA 4 . LEA 1 A A i/� ,�� '-��i 113 �r jIdiig LI:�.T10110,11 RELITE PARTITION // / � � / � I I• N A L ii DOOR FRAME&RELITE TYPES 01* �j N OFFICE N' y s / ri / ��' ( I 1/ '� / �� (SEE 8/A302) 1 � - '" 112 �� - K - /1�1A�► 4A 1%I r 4■'A c y� �` �I�J 1/� - �/ ► 3sas ;;:ic-') �;/ ji l � .� ;/ � � � PAT; 1 A L- IXON OFFICE ; �� / '1r,, , r 1/I ∎ 1" /��//en/ ` BELOW ITEMS SHOWN FOR REFERENCE ONLY R•♦ • N //� / / / i ' I re, / �///� / ►�► I � / "L ._�, / / � SWITCH �: �t•T AND OR • 0 y �'SI -- O = i /I I/''� , %/� I I -� I I TELE/DATA OUTLET f• CONFERENCE 4 tom -- ��, � / III//, ► �� � /'I�i�� //III/�� ::: ~I i ! >/ I 1/ /� / /ROOM �/��� / /�� / '� I� �/�/ ��� DLTLET 20Q 6 r . Of 00 �/' ON T , � I fi rl� �/ "AI � i /► � VrAPA4"" -� v /��" '/ �� /�III����I //�E104/Aalrevr / ® SPECI AL OUTLET BREAKROOM i / (SEE KEYNOTES) �e► ,--.�Avato ./.A/`�///./ //.// .► i0511�i A AcAri i/ / w -, 115 i fireir4Vre,► r I/ I / � �i:' I � 11 / I�" / / �. •o 15'-7114" I '� �® 1 ' / �� ;�I�I„ 1/I y1/j FLOOR OUTLET �pN _ " '� �, I �I�1//� � � .!�/ �I ' I` /I/I /)/ir, �� I N NEW �. _� l LA I A, � L_f/'/ .4 A �/ ./ /�7- fit Aiam //L�A'/� E EXISTING CONSULTANT. �� ___ !�! -- L�L_1►� !�1 r ;I%I,-�' / � 'roIir proie '/ 'I/—I.�I --.—.. � ,r/.%/%►/.I/%/I�_ 1 /,/ �.._,,, �.,_ FEC FIRE EXTINGUISHER CABINET N OFFICE r /�' 109 �� I�L�:iJ 30'-4" / -iI I �/ / ,������4 . RECEPTION c• ►_ /� / / L,J % , i.��/R`�. NEW 2X4 SUSPENDED ACOUSTICAL CEILING .;� .. NON-RATED �/1I Offal t► _/�� �, _./„ .i -- ./ / - - � + - '-'. ;.' / " Ion HALLWAY I/ / �� �� r / 1► / / 200 ,, BOW I/ Ip"/ ; , /, r f l/I� I i%I',i 1/lr,-, GRID SYSTEM 4°0 az OFFICE • N s _ _ _ _ _ _ _ — — n OLAWILAis.1 i/� ,! ,,�dardrAow,AMS�..� /� Al I///I�I�i� 1AB • O I/ /��j .tr . f/� /t�� fi■ 2X4 ACOUSTICAL SUSPENDED CEILING 1 larredippropoosir\ �I� a CO FE I� i , // S -' �: 02 A]I. / I r. / r �I pier t , -. / r r- EXISTING BUILDING STANDARD LIGHT FIXTURE ��� OFFICE ' �' ���I r I01no 04,Fos � f %1/ ,% fiefs 107 4 .� 19-4 314" I I� / 1' I I /� �, 1 /RP' �,/ PROVIDE NEW OR RELOCATED BUILDING L J ` �� A ).4 2 1 �_���`►�i�' `. 'V 1' )� / l' ' I r �ri��/I�rii��r�/����►A► STANDARD Zx4 LIGHT FIXTURE t, O ! L , III �/ I �' ' / ' I I %' / - i��>-.71 EXISTING LIGHT FIXTURE TO BE REMOVED OR■ ,,, I� r'� // / / / 4---,� ��� • N ,I �/ .��� �//iii.:/_ ////I/,fil //%I/�. RELOCATED ■ ��� C� ` I/Ir /;� / 1 I // / ( 1 / ® ®+ EXIT SIGNS(W/INTEGRAL ARROW WHERE \` I� ' /1., fta ALAI L,J t i OCCURS) OFFICE O 106 \\��/ I•�r / I prior ' � • I ' / I ' /1� III/ , �' /�� /��/%�'', �,► CEILING HEIGHT AFF `i► •. N 0 OPEN ON.:` ` �,,�;''/%, r /'ALAI i,l%'ri/I%';l%10'0 N % /� ,/ III �� /,/ �� �r L��/ A,�1!IJ/, 1 FINISH LEGEND OFFICE \ VI4jl1d694ddddMd4�0 \ /�i// 0 ia, / CPT T BE SELECTED \ �7 ` i44d#44d?44dd4g0 04 �•, VCT- TO BE SELECTED �`\ I411LI tripArre, I ' RUBBER BASE / / / RU- TO BE SELECTED OFFICE �' . I 1/ r..�, / , r ��_, 1/,,�.fOr - " 11'_10114" - " g.6" � � /�I/ I'I�i/' /� I�I>%/' ��� Pl,4STiCLAMINATE i /I/� 1/I ��j` PL- TO BE SELECTED • "� `tgrittp/ /// /I�� , ,/�// /L�_1/��/,/ PROJECT NUMBER. 213177 ` N ' OFFICE N OFFICE Nom∎ N er 103 N�.. AN 102 N∎� it 'Apply mow r ', r / r 1• ,III / /1�,� PAINT '-" r' " N �I (��;� P- TO BE SELECTED - �� r ji i rd Ifr nviora �►. Sterling Bank T.I. .EI.-- Fanno Creek Place I. FLOOR PLAN 2. REFLECTED CEILING PLAN . Building B SCALE: 1/8"= 1=0" SCALE: 1/8•= 1-0" 16083 SW Upper Boones Ferry Road, FLOOR PLAN GENERAL NOTES RCP GENERAL NOTES Suite 310 1. ALL ELECTRICAL WORK IS DESIGN BUILD-EXISTING&NEW LIGHT FIXTURES SHOWN FOR 1. ALL ELECTRICAL WORK IS DESIGN BUILD-ALL ELECTRICAL OUTLETS,DATA&SWITCHES REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO Tigard, Oregon SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS. SUBMIT ELECTRICAL PLANS ARCHITECT. SUBMIT ELECTRICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO TO ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CONSTRUCTION. CLEAN&RESTORE ALL LIGHTS TO WORKING ORDER PRIOR TO JOB 97224 COMPLETION. 2. WHEN NEW LIGHT SWITCHES ARE ADDED TO ANY PORTION OF THE SUITE,REPLACE ALL EXISTING LIGHT SWITCHES WITH NEW BUILDING STANDARD OCCUPANCY SENSOR SWITCHES. 2. ALL MECHANICAL WORK IS DESIGN BUILD-EXISTING&NEW DIFFUSERS SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO 3. PATCH AREAS ADJOINING AND/OR ADJACENT TO DEMOLITION WORK TO MATCH EXISTING ARCHITECT. SUBMIT MECHANICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO AND/OR NEW CONSTRUCTION. CONSTRUCTION. CLEAN ALL DIFFUSERS PRIOR TO JOB COMPLETION. 4. PROVIDE NEW FLOORING&BASE UNLESS OTHERWISE NOTED. 3. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING,STROBES,SMOKE DETECTION &SPRINKLERS TO ARCHITECT FOR REVIEW AND COORDINATION PRIOR TO CONSTRUCTION. 5. REPAINT ENTIRE SUITE UNLESS OTHERWISE NOTED. 4. REPLACE ALL DAMAGED CEILING TILES&GRID TO MATCH EXISTING BUILDING STANDARD. 6. WHERE NEW DOORS,FRAMES&HARDWARE ARE PROVIDED,MATCH EXISTING BUILDING STANDARD TYPE,SIZE,FINISH&COLOR. REFER TO A301 FOR MORE INFORMATION. 5. WHERE NEW LIGHTS ARE ADDED-MATCH EXISTING BUILDING STANDARD TYPE AND FINISH. 7. WHEN BUILDING A NEW DEMISING WALL AND CREATING A NEW VACANCY,FINISH BOTH SIDES t OF NEW WALL AND PROVIDE PAINT. REPAIR EXISTING CEILING ON BOTH SIDES TO APPEAR ' SHEET TITLE: -r AS NEW. PROVIDE ADEQUATE MECHANICAL COVERAGE TO BOTH SUITES AND SPLIT METERS AS REQUIRED. ADJUST SWITCHING AS REQUIRED SO EACH SUITE HAS SEPARATE Construction Plans CONTROLS. i 8. LANDLORD TO FURNISH AND INSTALL BUILDING STANDARD EXTERIOR WINDOW BLINDS. 1 9. PROVIDE 12 SETS OF LOCKING DOOR HARDWARE-COORDINATE WITH BUILDING g MANAGEMENT. ,,, 10.SOUND CAULK ALL WALUGLASS&WALUMULLION JOINTS. FLOOR PLAN KEYNOTES DRAWN BY: AEB P. DATE ISSUED: 07.22.13 O 20 AMP DEDICATED CIRCUITS FOR TENANT PROVIDED COPIERS(2 LOCATIONS). e O ALIGN WALL ON CENTER OF WINDOW MULLION-SEE 71 A302(7 LOCATIONS). I I O PROVIDE ACCESSIBLE SINK,FAUCET AND ADA-COMPLIANT DISHWASHER;GE MODEL g #GLDA696PSS. O PROVIDE 30 AMP CIRCUIT WITH A NEMA 5-30 RECEPTACLE. COORDINATE LOCATION WITH TENANT(1 LOCATION). c . O PROVIDE POWER FOR TENANT-PROVIDED WORKSTATIONS THRU WALL. COORDINATE A201 I LOCATIONS AND ELECTRICAL REQUIREMENTS WITH FURNITURE VENDOR. SHEET: v LRS Architects,Inc.0 2013 0, m BID ALTERNATE s/ 1 20 PROVIDE FLOOR POWER/DATA OUTLET-COORDINATE LOCATION WITH TENANT. PERMIT SET 07.22. 13 3 , LoriurS ARCHITECTS 720 NW Davis 503.221.1121 fR Suite 300 503 221.2077 D Portland OR 97209 wwwirsarchitects.com 74" f 4'-0" I 3'-6" * ..c- - Sr 6 A302 Anik 2 0EXISTING CEILING . *EXISTING CEILING EXISTING CEILING 401)-%,,, A301 11.0" A301 Co HORIZONTAL 3645 r- -el °O — -A PAT iC L IXON cii is, w- • APAND, a ,L. "• OR • HORIZONTAL HORIZONTAL SURFACES,PL �- SURFACES,PL- SURFACES,PL- VERTICAL -- - . .N - - • - - - - SURFACES, o VERTICAL o f T i "ir .•.- - VERTICAL pL- SURFACES, z;, - ='`°' _ = SURFACES, T.O.FIN.FLR. PL- .1 . ♦ _ _, ____ RUBBER R BASE, T.O.FIN_FLR. __ T.O.FIN.FIR. —_fir- - PL .Q RUBBER BASE, 4 RUBBER BASE, CONSULTANT: A302 R13.- A302 RB- 1'-6" 5'-10 3/B" / CABINET , 2 EQUAL CABINETS 2 EQUAL CABINETS 1. ENLARGED PLAN (ROTATED FOR CLARITY) 2. RECEPTION INTERIOR ELEVATION 3. RECEPTION INTERIOR ELEVATION I 4. COPY AREA INTERIOR ELEVATION SCALE 1/4"= 1'-0" SCALE: 1/4"= I'-0" SCALE: 1/4"= I'-0" SCALE: 1/4"= 1'-0" B'-0" 3 3 EQ.CABINETS A302 4EXISTING CEILINGFJ(ISTING CEILING _ - -i4.-- n " 7 'N /' / - ., VERTICAL -`t = - - = -- _ = SURFACES, 4-c., \" / Nt j/ No/ PL- HORIZONTAL HORIZONTAL EN SURFACES,PL- PROJECT NUMBER: 213177 I SURFACES,PL- - - Sterling Bank T.I. o /fl. /n,. /=� VERTICAL �� �.� i DW g — <_._, =_ ____ ,4 ___ _ ,4 SURFACES, `i i / — i N. i T.O.FINS FLR. v sT.O._FIN.FLR.___m_, _w N U -,4 u �- 1 4 5 RUBBER BASE, Fanno Creek Place 4 RUBBER BASE, A302 A302 RB- 02 RB Building B 3'-0" 3'-0" 2'-0" Building - 3/'" CABINET '� . 3 EQUAL CABINETS 16083 SW Upper 5, COPY AREA INTERIOR ELEVATION 6. BREAK ROOM Boones Ferry Road, SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" Suite 310 Tigard, Oregon 97224 X SHEET TITLE: g, Interior Elevations g I g 3 DRAWN BY: AE8 DATE ISSUED: 07.22.13 Y 1 I 2 LL f7 5 O a SHEET: A301 N E LRS Aithitects,Inc.C 2013 sr v m 1 PERMIT SET 07.22. 13 Lors ARCHITECTS 18 GA.DEFLECTION CHANNEL / 2'-1"U A.N. / PROVIDE(2)#8 SHEET METAL SECURE TO METAL DECK WI CLEAR SILICONE CAULK AT SEAM(TYP) 720 NW Davis 503.221.1121 `�' SCREWS AT EA.BRACE 1/4"DIA•X 1-1/Y POWER Suite 300 503 221.2077 D 1'-0"U.O.N. ATTACHMENT TO STRUCTURAL 20 GA.3 518"STUD BRACING TO ACTUATED DRIVEPINS INTO CONTINUOUS PLASTIC LAMINATE COUNTERTOP&SPLASH MEMBER TYP. STRUCTURE 8'-0'Q.C. CANCETE FILLED FLUTES Q 18" FRENCH CLEAT AT ALL EXPOSED SURFACES&EDGES(SEE Portland OR 97209 www.lrsarchitects.com O.C. OR#8 S.M.S INTO METAL " J ELEVATION)OVER 314 SUBSTRATE PROVIDE 2"X 118'LIGHT&SOUND ; DECK 01r O.C. PROVIDE FOR WHITE INTERIOR w/ r 1" SEALING GASKET CONTINUOUS CONTINUE • 3/4"DEFLECTION.BETWEEN WALL&CEILING ADJUSTABLE SHELVES(TYP)GYP.BD.TO CEILING 6" 1 � u 'I, o VERIFY HEIGHT o SEE RCP 6 DRAWER e: PLASTIC LAMINATE AT ALL EXPOSED& /♦/�� ,•• • ,∎i CEILING SYSTEM AS SPECIFIED SEMI-EXPOSED SURFACES OVER 3/4" NJ•ee. �e WHERE OCCURS(REFER TO SUBSTRATE;SELF EDGE PROVIDE(2)FASTENERS EA. .� RCP) - ALUMINUM LmLSrP;RUSHED PA •i L, NIXON BRACE STUD CONNECTION TO TOP 'A :41 N OF WALL STUD �� • + • WHITE INTERIOR(TYP) � PLASTIC LAMINATE AT ALL • , • .. 'e. 3-5/8'25 GA(3625125-18)MTL 1 : — SEMI-EXPOSED SURFACES OVER r; F AND, OR �� �e STUDS�,24'O.C.WITH 518' GYP. • 3/4"SUBSTRATE;SELF EDGE• 3-518"25 GA.(382S125-18)MTL �� ;e, BD.EACH SIDE. EXTEND MTh r 1 • w r) �i STUDS AND GYP.BD. FULL HEIGHT CV WHITE INTERIOR w!ADJUSTABLE STUDS 24 O.C.WITH 5/8 GYP. �� ee - SHELVES(TYP) OF (0).1. BD.EACH SIDE. PROVIDE 3"SOUND Vii. �� TO UNDERSIDE OF STRUCTURE 4"WIRE PULLS,BRUSHED , ATTENUATION BATT INSULATION 10 1n ABOVE, PROVIDE 3"SOUND I J ALUMINUM(TYP) . FRICTION FIT IN STUD SPACE AND ATTENUATION BATT INSULATION EBASL �OSNPECIFIED;REFER TO ACOUSTIC SEALANT @ CEILING 1 tt 1 41 FRICTION FIT IN STUD(SEE NOTE e �4I BELOW FOR MORE INFORMATION). GRID. ,• i AT DER DRIVE.RNUANCHOR ANCHOPOWDER T 7-0°DRIVEN �• "1 ill STUD TRACK,LION THRU MTL.STUD •�• BASE ON BOTH SIDES AS • CONSULTANT: BASE ON BOTH SIDES AS ei j TRACK,LION SPECIFIED T.O.FIN.FLR SPECIFIED As' 1 • EXISTING SLAB* I a I _ __ EXISTING SLAB NOTE: FOR WALLS 13'4'ABOVE FINISHED FLOOR(AFF)BUT LESS THAN 1F-1"AFF,PROVIDE 3-5/8"20 GA • (362S200-33)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. 1" BUILDING STANDARD PARTITION 2. DEMISING WALL 3" TYPICAL UPPER CABINET 4. LOWER CABINET W/DRAWER & DOOR SCALE: 1/2 = 1'-O' SCALE 1/7= 1=0" SCALE: 1"= 1'-0" SCALE: 1"= V-0° CLEAR SILICONE CAULK AT SEAM 1'-0" (TYP) / / 2-1"U.O.N. / CHROME ACCESSIBLE FAUCET PLASTIC LAMINATE AT ALL EXPOSED BACKER RODS ADA COMPLIANT STAINLESS SURFACES&EDGES(SEE ELEVATION) AND CLEAR SEALANT • EXISTING WINDOW MULLION OVER 3/4"SUBSTRATE PROVIDE CORNER BEAD STEEL KITCHEN SINK ZVI &PAINT ON WINDOW SILL BELOW • — PLASTIC LAMINATE COUNTERTOP �Ex� SIDE OF WALL END, kr &SPLASH AT ALL EXPOSED TYPICAL • 71/ _� SURFACES&EDGES(SEE 1 112• 1 ELEVATION)OVER 3/4" 1I MEDIUM-DENSITY FIBERBOARD ■ ,�_I ' MADE W/EXTERIOR GLUE. 3-5/8"20 GA.MTL STUDS @ 24"O.C. �� .r 4'WIRE PULLS,BRUSHED WITH 5/8"GYP.BD. r '° \ — `-- c-ii*\_._., ALUMINUM EACH SIDE;PROVIDE h PLASTIC LAMINATE OVER 3/4" PAINT __ _____ �� C () •"' 2"GROMMET;LOCATIONS o' SUBSTRATE REMOVABLE BASE GLAZING w ez) J '4 TBD IN FIELD PROJECT NUMBER: 213177 A v CABINET DOORS W/ FULLY BLACK HEAT z " PARTITION TYPE AS -• PROOF WRAP CONCEALED EUROPEAN HINGE & " SCHEDULED ,• QUICK SNAP OFF CAPABILITY STEEL ANGLE SUPPORT AS EXPOSED Z.? REQ'D;PAINT ANY EXPOSED N .` PIPING WHITE INTERIOR BRACKET TO MATCH WALL Sterling Bank T.I. V COLOR _____,,,c CENTER OF MULLIION TO.4, BASE AS SPECIFIED;REFER • TO ELEVATION ALIGN WITH CENTER OF Fanno Creek Place T.O.FIN.FLR PARTITION T.O.FIN.FLR _ .. Building B CONTINUE FLOOR FINISH UNDER CABINET AT SINK, SEE FLOOR PLAN :. 7. 16083 SW Upper 5. TYPICAL LOWER CABINET w/SINK 6. RECEPTION DESK 7. WALL TO MULLION DETAIL Boones Ferry Road, SCALE: 1"= 1=0" SCALE: 1"= 1=0" SCALE: 3"= 1=0" Suite 310 Tigard, Oregon 97224 OPENING ROOM ' DOOR FRAME NOTES' No. I Size NAME Thick. Type I Material I Finish Type I Material Finish • 20'-0" 3'-0" f f 3'-0" lt 2-0" f 3' 3'-0" fr 5 EQ.PANELS it 3'-0' dt, 100 3'-0"x B'-0" Reception 1-3/4" F ' SC WD TC B STL-KD MFR,r 102 3'-0"x 8'-0" Office 1-3/4" F SC WD TC B STL-KD MFR N._— '■4-- 44.--- , • / \\ 103 3-0 x 8'-0" Office 1-3/4 F SC WD TC B STL-KD MFR 104 3'-0"x 8'-0" Office 1-3/4" F SC WD TC 1-3/4" F B - STL-KD MFR 105 3'-0"x 8'-0" Office SC W D T C B STL-KD MFR / / / / /� �� �� \ 107 3'-0" x 8'-0" Office 1-3/4" F SC WO TC B STL-KD MFR " 108 3'-0"x 8'-0" Office 1-3/4" F SC WD TC C STL-KD MFR 53 / / / 109 3'-0" x 8r-0" Office 1-3/4" F SC WD TC B STL-KD MFR o� \ b \344—,b \ o \ _a---N. _C— C= f 110a 3=0" x 8'-0" Conference Room 1-3/4" _ F SC WD TC D STL-KD MFR 1 \ / 11Ob 3'-0" x 8'-0" Conference Room 1-3/4" F SC WD TC 0 STL-KD MFR SHEET TITLE: r �\ c7\ \ \ 4 111 3'-0"x 8'-0" Office 1-3/4" F SC WD TC B STL-KD MFR ! ! 2 M \ M \ rEl M TEMP TEMP TEMP TEMP TEMP j,' 112 3�-0„ x 8'-0p Office 1-3/4" F SC WD TC B STL-KD MFR interior Details R ` • ` • • —.I • r 113 3-0 x 8-0 Office 1-3/4 F SC WD TC B STL-KD MFR CT) SINGLE OPENING Q SINGLE OPENING w/2'-0" © SINGLE OPENING w/10" Q TWO OPENINGS w/FIVE EQUAL RELITES 114 3'-0"x 8`-0" Server 1-3/4" F SC WD TC A STL-KD MFR 1 WIDE RELITE WIDE RELITE 115 3'-0"x 8'-0" Break Room 1-3/4" F SC WD TC B STL-KD MFR General Notes: Material Legend: MFR Manufacturer's Standard NOTES: Coordinate locking requirements with SC WD Solid Core Wood 1. ALL NEW DOORS TO BE SOLID WOOD TO MATCH EXISTING BUILDING STANDARD DOOR and building management. STL-KD Steel Frame-Knock Down TYPE AND FINISH. TC Transparent Finish -Clear Notes: DRAWN BY: AEB ig 2. ALL NEW FRAMES TO MATCH EXISTING. 1. Provide louver on door_ DATE ISSUED: 07.22.13 1 3. PROVIDE NEW ADA LEVER STYLE DOOR HARDWARE TO MATCH EXISTING. REPLACE ALL ORB DOOR HANDLES WITH LEVER STYLE WHERE APPLICABLE. 4. PROVIDE TEMPERED GLASS AT ALL RELITES UNLESS OTHERWISE NOTED. 1 � 8. DOOR FRAMES & RELITE TYPES 9. DOOR SCHEDULE Y SCALE: 1/4'= 1'-0" SCALE: NOT TO SCALE P.: A3O2 SHEET: Ri LRS Arty Inc.0 2013 60 PERMIT SET 07.22.13